NCD980840409_20001110_Charles Macon Lagoon Drum_FRBCERCLA RD_Monthly Progress and O & M Reports January - October 2000-OCR

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Macon/Dockery Site
Richmond County, North Carolina
September I 0, 2000
Reply to: Technical Committee
c/o David L. Jones
Ingersoll-Rand Company
Ms. Giezelle S. Bennett
Remedial Project Manager
United States Environmental Protection Agency
Region 4
61 Forsyth Street, S.W.
Atlanta, Georgia 30303-3104
RECEIVED
SEP 112000
SUPERFUND SECTION
Re: Macon/Dockery Site -Cordova, North Carolina
Monthly Progress and O&M Report -August 2000
Dear Ms. Bennett:
I I 4 Spencer Road
Cassopolis, Michigan
Phone: [phone]
Fax: [phone]
On behalf of the Macon/Dockery Site Group ("Group"), the August 2000 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 which occurred during the month of August as part of the Remedial
Action phase of this project.
PROJECT TASKS INITIATED OR COMPLETED THROUGH AUGUST 2000:
• Quarterly influent and effluent sampling of the remediation systems
• Quarterly sampling of twelve monitoring wells
• Continued O & M of the systems
RESULTS OF SAMPLING AND TESTING AND OTHER DATA RECEIVED:
• Laboratory results for the August 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. All effluent concentrations for the collected
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Ms. Giezelle Bennett
September 10, 2000
Page No. 2
groundwater samples were below the Remediation Performance Standard except for the
following parameters:
Analytical Result Remediation
Sample Location Analytical Parameter Performance (ug/L) Standard (ug/L)
Upper Macon Source Manganese 80 • 50 Area Effluent
• 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 of VOCs from the remedial systems.
The following table summarizes the remedial systems performance for August 2000:
Remediation Total Gallons Average Flow MassVOC Total voe Percent
System Removed For Rate For Removal For Removal Since Operational
Location August August August Start-Up For August
Upper/Lower 380,931 Gallons • 7.78 GPM · 0.1 l pounds• 6.12 pounds ' 85 %
Macon
Lower 284,722 Gallons· 5.82 GPM, 0.09 pounds · 11.49 pounds 85%
Dockery
Upper 133,575 Gallons · 2.73 GPM · 0.08 pounds ' 19.14 pounds · 85%
Dockery
Macon Source 186,494 Gallons · 3.81 GPM · 0.78 pounds 35.47 pounds· 65%
Area
GPM -Gallons per minute
TASKS PLANNED FOR SEPTEMBER 2000:
• Monthly sampling of the remediation systems effluent during the September 7, 2000 site
visit.
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Ms. Giezelle Bennett
September 10, 2000
Page No. 3
• Continue O&M of systems.
PROBLEMS AND DELAYS:
• August 12 through August 18, 2000 -The main breaker in the control panel tripped due to
an apparent electrical surge. The breaker was reset and the system restarted on August 18,
2000.
• August 21, 2000 through August 25, 2000 -An electrical storm caused a power outage
across the site resulting in the shut down of the groundwater remediation systems. The
systems were restarted on August 25, 2000.
Respectfully Submitted,
,,-7\-~
/4avid Jones =.,
Project Coordinator
cc: Macon/Dockery Site Group Members
Mike Profit, COM Federal Programs
David Mattison, NC Super Fund Section
--
Sample Date I, I -Dichloroethane
Location
UD Influent 2/13/96
2/13/96
2/14/96
2/14/96
2/14/96
2/14/96
2/15/96
2115/96
2/16/96
2/17/96
2/17/96
2/22/96
2/22/96
2/28/96
2128/96
3/8/96
4/3/96
4/3/96
5/3/96
6/5/96
7/1/96
8/1/96
I J/7/96
11/7/96
2/5/97
5/14/97
S/7/97
ll/13/97
7)5/98
5/7/98
7/9/98
8/7/98
11/4/98
2111/99
5l17J99
8/5/99
11/3/99
5/9/00
8/3/00
Remedfanon Performance Standard
NA "'Not Analyzed
Note: • Acetone confirmed by Method 8260
NS ""Not Sampled
(ug/L)
4.8
7.7
4.3
6.5
4.4
4.0
4.5
5.5
7.5
5.7
5.5
5.4
4.9
6.4
6.8
5.2
3.6
3
4
2
2
6.1
<10
NA
<25
<1.0
<LO
<2
<LO
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0•
350-0
-
TABLE I
Groundwater Quality Summary
Upper Dockery
Macon/Dockery Site
Richmond County North Carolina '
-
1, I • Dichloroethi:ne Cis/trans-1,2-Dichloroethene T etrachloroethene
(ug/L) (ug/L) (,g/L)
!SOE 1.3 1.3
130 <1.0 <1.0
89E 1.2 <1.0
100 <1.0 <1.0
120E 1.4 1.3
110 <I.0 <LO
130E 1.2 1.4
140 2 <1.0
160 <1.0 <1.0
180E 1.7 2.1
120 <l.0 <1.0
150E 1.4 <1.0
96 <1.0 <1.0
20-0E 1.9 1
240 <l.O <l.O
130 1.7 <1.0
160E LI 1.6
92 <1.0 <l.O
130 <LO <1.0
110 <1.0 <1.0
77 <1.0 <1.0
220 <5.0 <5.0
240 <10 <10
NA NA NA
10-0 <25 <25
56 <1.0 <LO
39 <LO <LO
88 <2 <2
74 <1.0 <1.0
110 <5.0 <5.0
69 <5.0 <5.0
120 <5.0 <5.0
140 <5.0 <5.0
75 <5.0 <5.0
110 <5.0 <5.0
110 <5.0 <5.0
150 <5.0 <5.0
64 <5.0 <5.0
62 • <5.0 <5.0,
7 70
- --- -
1, I, 1-Trichloroethane Trichloroethylene Toluene
(ug/L) (ug/L) (ug/L)
54 8 3
33 <l.O <1.0
55 4.5 <LO
34 5.3 <LO
50 7.9 <LO
48 7.8 <1.0
54 8.3 <LO
56 8.6 2.8
64 10 <LO
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 <LO <LO
55 3.8 <1.0
38 5.6 <LO
25 3.9 <1.0
38 4.8 <LO
5.2 <LO 2.8
25 3.6 <LO
52 5.7 <5.0
54 <10 <10
NA NA NA
31 <25 <25
16 3.5 <LO
13 2.2 <LO
16 4.2 <2
18 7.3 <LO
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
8.9 <5.0 <5.0
10 . <5.0. <5.0.
200 2.8 10-00
- -·--
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
1122196
2/28/96
2/28/%
3/8/%
4/3/96
4/3/96
5/3/96
6/S/96
7/1/96
8/1/96
11/7/96
lint%
VS/91
5/14/97
8/7/97
11/13/97
2/5/98
Sn/98
7/9/98
8/7/98
11/4/98
2/11/99
S/12/99
815199
11/3/99
S/9/00
8/3/00 ·
Rcmcdiallon Performance Standard
NA = Not Analyzed
Note: • Acetone confirmed by Method 8
NS = Not Sampled
TABLE I (Continued)
Groundwater Quality Summary
Upper Dockery
Richmond County, North Carolina
Total Xylenes Acetone Chromium Barium Manganese
(ug/L) (ug/L) (ug/L) (ug/L) (ug/L)
3.1 <10 20 92 64
<3.0 <10 <10 <50 <5.0
<3.0 <10 12 53 14
<3.0 <10 <10 <50 <5.0
<3.0 <10 11 54 14
<3.0 <10 <10 <50 <5.0
<3.0 <10 19 81 53
<3.0 <10 <10 <50 <5.0
<3.0 <10 11 57 11
<3.0 <10 <10 " 12
<3.0 <10 <10 <50 <5.0
<3.0 <10 13 <50 13
<3.0 <10 <10 <50 <5.0
<3.0 <10 11 <50 7.7
<3.0 <10 <10 <50 <5.0
<3.0 <10 <10 <50 <5.0
<3.0 <10 11 52 <5.0
<3.0 <10 <10 <50 <5.0
<3.0 <10 16 58 <5.0
<3.0 <10 <10 <50 <5.0
<3.0 <10 <10 <50 <5.0
<15 <50 11 <50 5.5
<30 2100 19 61 9.5
NA ,so• NA NA NA
<75 <250 12 51 <5.0
<3.0 <10 <10 58 5.3
<3.0 <10 <10 <50 <5.0
<6 <20 14.7 SS.6 10.3
<3.0 <10 42 65 78
<15 110 16 50 58
NS NS NS NS NS
<5.0 <50 13 50 <5.0
<15 <50 23 93 61
<15 <50 11 62 <5.0
<15 <50 13 59 7.2
<15 <50 14 66 <5.0
<15 <50 13 60 <5.0
<15 <50 14 65 <5.0
<15 <50. <IO. 77· <5.0.
400 3500 50 1000 50
---
Zinc Lead Suspended Solids
(ug/L) (•g/L) (mg/L)
33 3.1 51
<20 <3.0 <5.0
<20 <3.0 52
<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 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 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
<20 <3.0 10
<20 <3.0 <5.0
NA NA NA
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 36
<20 <3.0 <5.0
NS NS NS
<20 <3.0 <5.0
<20 <3.0 %
<20 <3.0 8.0
<20 <3.0 38
<20 8.9 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20. <3.0. <5.0
5000 15
---,_
Sample Date
Location
UD Effluent 5/3/96
615196
7/1/96
8/J/96
9/4/96
10/1/96
11/7/96
12/5/96
116197
215/97
3/12/97
4/8/97
5/14/97
616191
1f2191
Sn/97
9/5/97
10/2/97
11/13/97
12/5/97
1/9/98
2/5/98
3/5/98
4/3/98
Sn/98
6/5/98
7/9/98
8n/98
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
7/8199
8/5/99
9/9/99
10/14/99
11/3/99
12/3199
3/9/00
4n/00
5/9/00
6/9/00 ,moo
8/3/00.
Remediatton Performance Standard
NA= Nol Analyud
- -
1,1 -Dichlorocthane
(og/L)
<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
<LO
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<LO
<1.0
<1.0
<1.0
<1.0
<l.O
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<LO
<LO
<1.0
<LO
<1.0
<1.0
3'00
Note: • Acetone confirmed by Method 8260
---TABLE I
Groundwater Quality Summary
Upper Dockery
Macon/Dockery Site
Richmond County, North Carolina
-
1, I • Dichloroethene Cis/trans-1,2-Dichloroethenc T etrachlorocthene
(ug/L) (ug/L) (ug/L)
<1.0 <1.0 <1.0
<1.0 <1.0 <I.0
<1.0 <1.0 <l.0
<1.0 <1.0 <LO
<1.0 <1.0 <1.0
<1.0 <LO <1.0
<1.0 <1.0 <1.0
15 <1.0 <1.0
<LO <1.0 <l.O
<1.0 <LO <1.0
<1.0 <1.0 <l.0
<1.0 <1.0 <I.O
<1.0 <LO <1.0
<1.0 <LO <LO
<1.0 <1.0 <LO
<LO <1.0 <1.0
<LO <1.0 <1.0
<LO <1.0 <1.0
<LO <1.0 <1.0
<1.0 <1.0 <LO
<1.0 <1.0 <I.0
<1.0 <1.0 <LO
<1.0 <LO <l.O
<1.0 <1.0 <LO
<1.0 <LO <LO
25 <1.0 <LO
<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
<LO <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 <LO
<1.0 <1.0 <LO
<1.0 <1.0 <1.0
<1.0 <LO <1.0
<LO <1.0 <1.0
2.1 <1.0 <1.0
<LO <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <LO
<LO <1.0 <1.0
<LO <1.0,. <LO
70
NS = Not Sampled
- ----
I, I, 1-Trichloroethane Trichloroethylenc Toluene
(ug/L) (og/L) (ug/L)
<I.0 <I.0 <l.0
<LO <LO 3.9
<1.0 <LO <LO
<1.0 <LO <1.0
<1.0 <1.0 <J.0
<1.0 <1.0 <l.O
<1.0 <l.0 <1.0
<1.0 <J.O <LO
<LO <1.0 <LO
<LO <1.0 <LO
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <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 <l.0 <LO
<1.0 <I.0 <1.0
<1.0 <LO <1.0
<1.0 <LO <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
'·' <1.0 <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
<LO <l.O <1.0
<1.0 <l.O <1.0
<LO <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
<1.0 <1.0 <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 <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 <LO
<1.0 . <I.O -<LO.-
200 2.8 1000
-- - -
L.______
- -
Sample Date
Location
UD Effluent 5/3196
6/5/96
7/J/96
8/)/96
9/4/96
1011/96
11/7/96
12/5/96
116197
2/5/97
3/12/97
4/8/97
5/14/97
616/97
7/2/97
8/7197
9/5/97
10/2/97
11/13/97
12/5/97
1/9/98
215/98
3/5/98
4/3/98
5/7/98
6/5/98
7/9/98
817/98
9/10/98
10/2/98
I 1/4/98
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
9/9199
10/14/99
1113/99
1213199
319/00
4/7/00
519/00
619/00
mto0
8/3/00,
Remediation Performance Standard
NA= Not Analyzed
Note: • Acetone confirmed by Method 8
--- -
TABLE 1 (Continued)
Groundwater Quality Summary
Upper Dockery
Richmond County, North Carolina
Total Xylenes Ace1onc Chromium Barium Manganc~
(ug/L) (ug/L) (ug/L) (ug/L) (ug/L}
<3.0 52 <10 <50 <5.0
<3.0 <10 <10 <50 <5.0
<3.0 <10 <10 <50 <5.0
<3.0 20 14 51 7
<3.0 <10 <10 55 <5.0
<3.0 <10 <10 <50 5.9
<3.0 <10 15 59 <5.0
<3.0 <10 12 54 5.1
<3.0 <10 13 54 <5.0
<3.0 <10 15 61 5.9
<3.0 <10 <10 69 <5.0
<3.0 <10 <10 63 <5.0
<3.0 <10 <10 60 7.2
<3.0 <10 <10 52 <5.0
<3.0 <10 <10 55 <5.0
<3.0 <10 <10 <50 <5.0
<3.0 <10 <10 110 5.2
<3.0 <10 <10 SO.I <5.0
<3.0 <10 12.1 67.9 18.6
<3.0 <10 <10 <50 <5.0
<3.0 <10 II <50 <5.0
<3.0 <10 <10 <50 <5.0
<3.0 <10 <10 <200 <15
<3.0 <10 <10 <200 5.2
<3.0 <10 10 <50 <5.0
<3.0 <10 <10 57 <5.0
<3.0 <10 <10 51 <5.0
<3.0 <10 13 53 <5.0
<3.0 <10 II 58 <5.0
<3.0 <25 <10 54 <JO
<3.0 <10 II 63 6.3
<3.0 <25 14 63 40
<3.0 <10 II 55 <5.0
<3.0 <10 15 73 23
<3.0 <25 II 62 <5.0
<3.0 <10 II 54 <5.0
<3.0 <10 12 57 <5.0
<3.0 <10 13 66 <5.0
<3.0 <10 10 64 <5.0
<3.0 <10 14 66 <5.0
<3.0 <LO 14 61 <5.0
<3.0 <10 14 60 <5.0
<3.0 <10 13 58 <5.0
<3.0 <10 13 64 <5.0
<3.0 <10 14 74 9.3
<3.0 <10 <10 160 8.0
<3.0 <10 14 69 <5.0
<3.0 <10 <10 79 <5.0
<3.0 <10 <10 95 10
<3.0 . <10 · <IO, 78, <5.0.
400 3500 50 1000 50
- - -----
Zinc L«d Suspended Solids
(ug/L) (,g/L) (mg/L)
<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 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
24.8 <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
<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
5000 15
-- - -- - -
Sample Date Chloroform
Location (ug/L)
2/13/96 I.I
LD Influent 2/14/96 u
2/14/96 <1.0
2/14196 16
2/14196 <1.0
2/15/96 1.2
2/16/96 l.l
2/2Y96 2.5
2/28/96 12
2/28/96 <1.0
J/8/96 2
4/J/96 <1.0
513196 <1.0
6/5/96 <1.0
8/1/96 <2.0
11n/96 <2.0
3/12/97 <5,0
5/14/97 <!.O
8n/97 <l.0
l \/!3/97 <1.0
2/5/98 <1,0
5/7/98 <1.0
sn/9s <1.0
I J/4/98 <J.0
02/11/99 <1.0
5112/99 <1.0
8/5/99 <1.0
I 112/99 <1.0
5/9/00 <1.0
8/3/00 . <LO
Remed1atmn Perfonnance Standard
-- - -
TABLE:Z
Groundwater Quality Summary
Lower Dockery
Macon/Dockery Site
Ri h dC N hC r c mon ountv, Ort aroma
-
\, I • Dichloroethane I, I -Dichloroethene Cis/trans-1,2-Diehlorocthene
(ug/L) (ug/L) (ug/1..)
80 JJ <1.0
IIOE 4l <1.0
80 13 <1.0
94E 39 LS
64 16 2.2
82 32 17
9S 35 2.6
5.8 100 <1.0
93E JJ <1.0
92 35 <1.0
110 47 <1.0
79 36 <LO
71 30 1.7
67 32 I.I
83 27 <4.0
69 28 <2.0
66 21 <5,0
62 25 <10
47 15 <1.0
JJ 13 <LO
34 7.4 <1.0
32 8.2 <1.0
39 7.6 <1.0
34 7.3 <J.0
22 4.6 <J.O
29 5.0 <1.0
22 3.6 <LO
14 2.6 <1.0
20 2.9 <1.0
23 2.S , <1.0 ,
3500 70
-
Methylene chloride
(ug/L)
<2.0
<2.0
<2.0
1.7
2.5
<2,0
<20
<2.0
<20
<2.0
<2.0
<2.0
<2.0
2
<2.0
<4.0
<10
<2.0
<20
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
• the influent and effiuent samples ool!ected on 2-11-99 were reveri;ed in the field, Table 2 has been corrected to illustrate the proper analytical result.
- --- --
1,1, I-Trichloroethane
(uglL)
40
37
" 39
18
29
31
54
30
30
34
28
40
42
54
38
23
23
18
12
14
ll
13
9.4
6.8
II
10
4.4
7.4
12 •
200
- - -- ---
Sample Date Trich\oroethylenc
Location (ug/L)
2/IJ/96 6.4
LD Influent 2/14/96 B.6
2/14/96 <5.0
2/14/96 9
2/14/96 6.6
2/15/96 B.4
21161% 8.7
21221% 5.2
21281% 7A
2128/% 6.4 ,,.,,. 6.7
401% 6.6
501% 5.4
~51% 5.2
Bil/% 5.9
lln/96 5.B
3/12/97 <S.O
5114197 6.2
Bn/97 ,.1
11/13/97 3.5
2/5/98 2.5 sn/98 3.6
Bn/98 2.6
11/4198 L9
•2111/99 LS
5/12/99 2.0
B/5199 Ll
11/2199 LO
5/9/00 <LO
8/3/00. <1.0.
Remed1atmn Performance Standard 2.8
-- -
Benzene
(ug/L)
<1.0
<1.0
<1.0
<2.0
<2.0
<10
<1.0
LB
<1.0
<1.0
<2.0
<20
<1.0
<10
<1.0
<1.0
<5.0
<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 .
TABLE 2 (Continued)
Groundwater Quality Summary
Lower Dockery
Macon/Dockery Site
Richmond County North Carolina .
Toluene Total Xylenes Chromium
(ug/L) (ug/L) {ug/L)
17 <J.O <IO
B.3 <JO <JO
<2.0 <J.O <JO
B.3 <JO <JO
6.5 <J.O <JO
5.3 <JO <JO
4.3 <J.O <JO
13 3.4 14
I.) <J.O <JO
<1.0 <3.0 <JO
<1.0 <l.O <JO
<1.0 <J.O <JO
<1.0 <JO <JO
2.5 <) 0 <JO
<1.0 <6.0 <JO
<2.0 <6.0 <JO
<5.0 <15 <JO
<LO <JO <JO
<LO <JO <JO
<LO <JO <JO
<LO <JO <JO
<1.0 <JO <JO
<1.0 <l.O <JO
<1.0 <JO <JO
<1.0 <J.O <JO
<I 0 <JO <JO
<1.0 <J.O <JO
<1.0 <JO <JO
<LO <3.0 <JO
<1.0 <3.0. <JO.
1000 400 50
- ----
Barium Manganese Zinc Cadmium Suspended Solids
(u&'L,) (ug/L) (ug/L) (ug/L) (mg.IL)
<50 260 270 <0.30 <5.0
<50 250 120 <0.)0 <S.O
<50 <S.O <10 <O.JO <5.0
<50 240 I IO <O.JO <S.O
<50 <5.0 <20 <O.JO <5.0
<50 200 " <0.)0 <5.0
<50 190 Bl <O.JO <5.0
<50 240 240 <O.JO <5.0
<50 120 77 <O.JO " <50 <S.O <10 <0.)0 <5.0
<50 " JO <0,30 <5.0
<50 160 39 <0.30 <5.0
16 6] 200 0,91 <5.0
<50 230 46 <O.JO <5.0
<50 110 <10 <O.JO 5
<50 230 <10 <O.JO <5.0
<50 76 <10 <O.JO <5.0
<50 150 <10 <0.30 <5.0
<50 130 <10 <0,30 <5.0
<50 200 <10 <I <5,0
<50 3'0 <20 <0.JO 71
<50 240 <10 <O.JO <5.0
<50 210 <10 <0,30 <5.0
<50 270 <10 <0.30 37
<50 260 <20 <0.30 <5.0
<50 190 <20 160 <5.0
<50 61 <10 <0.30 <5.0
<50 J<O <10 "'JO <5.0
<50 70 <10 <0.30 <5.0
<50 • 180 ~ <10 <030• <5.0 •
1000 50 5000
• the influent and effiuent samples colle• the influent and effluent samples collected on 2-11-99 were reversed in the fie!d. Table 2 has been corrected to illustrate the proper analytical result
----
- - - -- -
Sample Date
Location
LD Effluent 2/15/96
2/16/96
2/22/96
2/28/96
3/'d/96
4/3/96
SD/%
8/1/96
9/4/%
10/1/96
11/7/96
12/5/96
1/6/97
3/!2/97
4/8/97
5/14/97
616/97
7/2/97
8nf91
9/5/97
I0/'197
I J/IJ/97
1215191
119/98
2/5/98
3/5/98
41)/98
5n/98
615/98
7/9/98
Sn/98
9/10/98
10/2/98
11/4/98
12/1/98
1/11/99
•2111199
3/5/99
4/8/99
S/12/99
6/10/99
7/8/99
8/5/99
919199
10/14/99
l 1/2/99
!2/3/99
2/25/00
3/9/00 ,moo
5/9/00
6/9/00
?n/00
8/3/00 •
Remed111t1on Performance Standard
-
Chlorofonn
(uglL)
<!.0
<1,0
<J.0
<1.0
<1.0
<1.0
<1.0
<LO
<LO
<1.0
<J.O
<1.0
<1.0
<1.0
<1.0
<LO
<l.O
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<t.O
<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
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0 ..
<i.O
<1.0
<1.0
<i.O ,
- - - -
TABLE2
Groundwater Quality Summary
Lower Dockery
Macon/Dockery Site
Richmond Countv, North Carolina
-
J, I -Dichloroethane I, I -Dichloroethcne Cis/trans-1,2-Dichloroethene
(uglL) (ug/L) (uglL)
<LO <LO <1.0
<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
<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 <LO
<1.0 <LO <1.0
<1.0 <1.0 <\ 0
<1.0 <J.O <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 <1.0
<1.0 <1.0 <LO
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<!.O <1.0 <1.0
17 3.2 <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 <LO <LO
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<J.0 <1.0 <1.0
<J.O <1.0 <1.0
<JO <1.0 <1.0
<1.0 <1.0 <1.0
<!.O <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<l.O <1.0 <1.0
<1.0 <1.0 <1.0
<LO <1.0 <1.0
<LO <i.O <i.O
<1.0 <1.0 <1.0
2.5 <1.0 <1.0
2.8 <LO <1.0
62 <1.0 <1.0
<1.0 <1.0 <1.0
Sy,1<m Do= No<
<1.0 <1.0 <1.0
<].0 <1.0 <1.0
<LO <1.0 <1.0
<l.O• <1.0 , <1.0 ,
3500 70
-
Methylene chloride
(ug/L)
<2.0
<2.0
<2,0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2,0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2,0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2,0
<2.0
<2.0
<20
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2,0
<20
<2.0
<2.0
<2.0
<2.0
Sampled
<2.0
<2.0
<2.0
<2.0'
• Ibo influent ond effiuenc wnplcs oollected on 2· l l-99 wen: r=..-1 in il,e r,.ld, Tobie 2 bu been~ ta il]ust,oi,, Ibo proper om.lyticll rcrult
- --- --
I, I, I-Trichloroethane
(ug.lL)
<1.0
<1.0
<1.0
<l.0
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<JO
<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
55
<1.0
<1.0
<LO
<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
12
2.6
<LO ..
<1.0
<LO
<1.0
<1.0
200
- - - - -- -
Sample DMo Trich!oroethylene
Location (ug/L)
LD Effluent 2/15/96 <1.0
2/16/96 <1.0
2122196 <1.0
2128/96 <1.0
3/8/96 <1.0
4/3/96 <LO
5n/% <1.0
8/1/96 <1.0
9/4/96 <LO
10/1/96 <LO
lln/96 <1.0
12/5/96 <1.0
1/6/97 <1.0
J/12/97 <1.0
418/97 <LO
5114191 <JO
6/6/97 <1.0
7/2/97 <JO
8n/91 <1.0
9/5/97 <! 0
!0/2J97 <1.0
11/13/97 <1.0
1215/97 <1.0
1/9/98 <1.0
215/98 <1.0
3/5/98 <1.0
4/J/98 <1.0
5n/98 <1.0
615198 <1.0
119/98 <1.0
sn/98 <1.0
9/10/98 <1.0
\0/2/98 <1.0
11/4/98 <1.0
1211/98 <1.0
1/11/99 <1.0
•2111/99 <1.0
3/5/99 <1.0
4/8/99 <LO
5/12/99 <1.0
6/10/99 <1.0
718/99 <! 0
815199 <1.0
9/9/99 <! 0
10/14/99 <1.0
I \/2199 <1.0
12/3/99 <\,0
2/25/00 <\,0
3/9/00 <I 0
417/00 ...
519/00 <1.0
6/9/00 <1.0
7n/OO <1.0
8/3/00 • <1.0.
Remed1auon Performance Standard 2.8
- -- -
Benzene
(uglL)
<LO
<1.0
<LO
<J.O
<JO
<1.0
<l.0
<1.0
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<LO
<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
<1.0
<J.O
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<J.O
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<l.O
<1.0
<I.O·
TABLE 2 (Continued)
Groundwater Quality Summary
Lower Dockery
Macon/Dockery Site
Richmond County North Carolina ' Toluene Total Xylenes Chromium
(ug/L) (ug/L) (uglL)
<1.0 <3.0 <IO
<1.0 <3.0 <JO
<1.0 <3.0 <JO
<1.0 <3.0 <IO
<LO <3.0 <IO
<1.0 <3.0 <JO
<LO <3.0 <10
<1.0 <3.0 <JO
<1.0 <3.0 <JO
<1.0 <3.0 <JO
34 <3.0 <JO
<1.0 <J.O <JO
<1.0 <3.0 <JO
<1.0 <3.0 <JO
<1.0 <3.0 <JO
<1.0 <3.0 <JO
<1.0 <3.0 <IO
<1.0 <3.0 <IO
<1.0 <J.O <IO
<LO <3.0 <JO
<1.0 <3.0 <IO
<LO <3.0 <JO
<1.0 <J.O <IO
<1.0 <3.0 <IO
<l.O <J.O <IO
<1.0 <3.0 <IO
<1.0 <J.O <IO
<\.O <3.0 <IO
<1.0 <3.0 <IO
<1.0 <3.0 <IO
<1.0 <3.0 <IO
<1.0 <3.0 <IO
<1.0 <3.0 <JO
<1.0 <3.0 <JO
<1.0 <3.0 <JO
<1.0 <3.0 <JO
<1.0 <J.O <JO
<1.0 <3.0 <JO
<1.0 <J.O <JO
<1.0 <3.0 <JO
<1.0 <3.0 <JO
<i.O <3.0 <JO
<1.0 <3.0 <JO
<1.0 <3.0 <IO
<1.0 <3.0 <JO
<1.0 <3.0 <IO
<1.0 <3.0 <IO
<1.0 <3.0 <IO
<1.0 <3.0 <IO
System Do=
<1.0 <3.0 <IO
<1.0 <3.0 <JO
<1.0 <3.0 <JO
<J.O· <3.0. <JO
1000 400
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
<50
<50
<50
No<
<50
<50
<50
<SO •
1000
--
Manganese Zinc
(ug/L) (ug/L)
<S.O <20
<5.0 <20
<5.0 <20
<5.0 <20
<S.O <20
<5.0 <20
<5.0 <20
14 <20
JJ <20
II <20
<5.0 <20
35 <20
6 <20
<5.0 <20
<5.0 <20
<5.0 <20
<5.0 <20
<5.0 <20
<5.0 <20
<5.0 <20
<5,0 <20
<5.0 <20
160 <20
34 <20
250 <20
" <20
39 <20
17 <20
63 <20
<5.0 <20
<S.O <20
<S.O <20
140 <20
JO <20
<5.0 <20
5.2 <20
" <20
<5.0 <20
<S.0 <20
<5.0 <20
<5.0 <20
<5.0 <20
5.0 <20
520 Ji
470 JS
II <20
110 <20
320 <20
53 <20
Sampled
180 <20
<5.0 <20
100 <20
<5.0 • <20
5000
• tbt infJ,-,i and e£lluonl samples oo\lc.ted DD l-1 l-99 w""' r=ened in tbo field, Tobie 2 1w beet, eonul<d 10 iUustntc tbt pn:,pct onalytioal tcSllh
--- ---
Cadmium Suspended Solids
(ug/L) (mg/L)
<0.30 <5.0
<0.30 <5,0
<0.30 5
<0.30 <S.O
<0.30 <S.O
<0,30 <S.O
<0.30 <5.0
<0,30 <5.0
0.56 <5.0
<0,30 <5.0
<0.30 <5.0
<O.JO 19
<0.30 <5.0
<O.JO <5.0
<0.JO <5.0
<0.30 <S.O
<0.)0 <5.0
<0.30 <5.0
<0.30 <S.O
<0.30 <S.O
<0.30 <5.0
<! <S.O
<0.30 <S.O
<0.30 <S.O
<O,JO " <O JO <5.0
<O,JO <5.0
<O.JO <5.0
<0,30 <5.0
<0.)0 <5.0
<0.30 <5.0
<0,30 <S.O
<OJO <5.0
<0.30 <S.O
<0.30 <S.0
<0.30 <S.O
<0.30 <5.0
<0.30 <5.0
<0.30 <S.O
52 9.5
<O.JO <5.0
<O JO <S.O
<0.30 <50
<O.JO <5.0
<O.JO <5.0
<O,JO <5.0
<0,30 <S.O
<0,30 <5.0
<0.30 <5.0 ...
<0,30 <S.0
<O.JO <5.0
<O.JO <5.0
<0,30 • <5.0 •
-- - - --
Sompk °'~ Location
UMSA Influent 2/13/96
2/14/96
2/14/96
2/15/96
2/16196
2/17/96
2n"96
2n8/96
31>/96
""'" 513196
&5196
7/1/96
7/30/96
lln/96
2/4/97
(DUP) 2/4/97
5/12/97
(DUP) 5112/97
8/7191
11/13/97
215198
5n/98
sn/98
l l/4/98
2/11/99
5/13199
8/5/99
11/2/99
2/16/00
5111/00
8/2/00 •
R=u,dilibaa P,rii,n,,mce 8lm>clanl
}'lalo: NA• Noc Am.lyud
DUP·<qOlicart
--
Chloroform 1,1 -Diehlorocthanc
(•-") ,_,
<1.0 15
LI 14
<J.O 11
<1.0 12
<1.0 7.5
<1.0 9.7
LI 10
<1.0 9.8
<LO 1.6
<LO 55
<LO 4.8
<LO 8.7
<J.0 3.8
<1.0 7.9
<1.0 7.2
<1.0 3.0
<J.O 24
<1.0 38
<1.0 4.6
<1.0 11.0
<20 4.8
<2.0 12.0
<2.0 11.0
<10 <10
<10 <10
<10 16
<25 <25
<25 <25
<25 <25
<2.0 " <10 18
<10 • <10 •
3500
- - - -- -
TABLE3
Groundwater Quality Summary
Upper Macon Source Area
Macon/Dockery Site
Rkhmond Counn' North Carolina
I.I . Dichloroethene Cis/trans-1,2-Dichloroethene
(•••") ,_,
14 19
11 10
14 11
14 11
21 17
18 l6
17 16
l6 13
10 10
16 85
12 6.9
22 6
11 6.9
" 10
9.2 7.5
27 7.8
25 6.2
26 16
21 16
" 23
72 12
110 '1
67 15
120 <10
180 <10
370 12
380 <25
490 <25
480 <25
32 37
110 26
400 , <10
7 70
Tetrachloroethene I ,I, I-Trichloroethane
(•'"") (""")
l6 5.9
7.3 7.2
17 6.1
l8 5.9
14 9.7
11 7
15 1.6
12 58
77 4.1
7.4 54
5 7 <1.0
<1.0 6
4.8 4.3
6.4 4.2
2.3 34
2.3 8.8
1.8 7.9
8.9 5
82 3.7
12 6.9
8.7 12
11 24
13 16
<20 22
<10 23
30 57
<25 61
<25 711
26 69
<2.0 <2.0
<10 <10
49 54 •
200
-- ---
Trichlorocthylene
("•")
25
10
17
" 25
24
25
21
16
l8
12
13
12
13
10
" 14
22
18
17
13
17
11
<10
<10
14
<25
<25
<25
2.5
<10
<10
2.8
- - -- - - --
Sample D•k
Location
UMSA Influent 2/13/96
2/14/96
2/14/96
2/15/96
2/16/96
2/17/96
2/22/96
2/W96
3/8/96
4/"J/96
513196
615196
7/1/96
7/30/96
11nl96
2/4/97
(DUP) 2/4/97
Yl2/97
(DUP) 5/12/97
8/7/97
I J/13/97
115/98
5n/98
8/7/98
11/4/98
2/11/99
5/13/99
8/5/99
ll/2/99
Ul6/00
5/8/00
8/2/00 ·
11.o=d<oll""P~Shllldord
Note:NA•NOIAr,alyztd
Dtn'·dopli<ldo
Vinyl chloride •=, (..,L) (··-")
<l.0 <1.0
<LO 1.5
<l.0 I
<LO 1.3
<1.0 <J,O
<1.0 <l.O
<LO <1.0
<LO <1.0
<LO <1.0
<l.O <1.0
<1.0 <1.0
I.I <1.0
<1.0 <1.0
45 <1.0
2 <1.0
<l.O <1.0
<l.O <1.0
<l.0 <1.0
<l.O <1.0
<l.0 <1.0
<2.0 <2.0
6.6 <2.0
6.6 <2.0
<10 <10
<IO <10
<10 <10
<25 <25
<25 <25
<25 <25
54 <2.0
<10 <IO
<IO · <10 •
- - -
TABLE 3 (Continued)
Groundwater Qua1ity Summary
Upper Macon Source Area
Macon/Dockery Site
rucbmond County North Carolina
Toluene Chmmium -= M_,
(··-") (..,L) (..,L) (••-")
1.9 <IO 140 300
<LO <10 110 180
<1.0 <10 110 150
I <10 100 140
<LO <IO 120 160
<LO <10 110 110
<LO <IO 120 " <LO <10 130 " <LO <IO 130 41
<1.0 <10 110 27
<1.0 <IO 97 21
3.6 <10 130 19
<1.0 11 110 13
<LO <10 130 13
I <IO 140 9.8
<1.0 <10 150 24
<LO <10 140 17
<1.0 <10 120 " <1.0 <10 150 " <1.0 34 210 93
<2.0 <10 139 <5.0
<2.0 <10 190 16
<2.0 <10 190 50
<10 <IO 180 34
<10 <10 180 22
<10 <10 200 25
<25 <10 160 14
<25 <10 140 12
<25 <IO 180 13
<2.0 <10 290 " <IO <10 350 76
<10· <JO. 170 13
1000 50 1000 "
-- - -- -- -
,.,, Cadmium L9d Meromy SUspended Solids
(••-") (..,L) ("'"") (..,L) (m<>IT)
55 <0.30 35 <.2 21
<20 <0.30 <3.0 <.2 <5.0
20 <0.30 <3.0 <.2 <5.0
<20 <0.30 <3.0 <2 <5.0
<20 <0.30 <3.0 0.22 <5.0
<20 <0.30 <3.0 <.2 <5.0
<20 <0.30 <3.0 <.2 <5.0
<20 <0.30 <3.0 <2 7
<20 <0.30 <3.0 <.2 <5.0
<20 <0.30 8.2 <.2 <,0
<20 <0.30 <3.0 <.2 <5.0
<20 <0.30 <3.0 <2 5
<20 <0.30 <3.0 NA 5
<20 <0.30 <3.0 NA 6
<20 <0.30 <30 NA 10
<20 <0.30 <3.0 NA 36
<20 <0.30 <3.0 NA <5.0
<20 <0.30 <3.0 NA <5.0
<20 <0.30 <3.0 NA 5
<20 <0.30 7.4 NA NS
<20 <I <3.0 NA <5.0
<20 <0.30 <30 NA <5.0
<20 <0.30 <3.0 NA <5.0
<20 <0.30 <3.0 NA <5.0
<20 <0.30 <3.0 NA 5
<20 <0.30 <3.0 NA <5.0
<20 32 <3.0 NA <5.0
<20 <0.30 5.9 NA <5.0
<20 <0.30 <3.0 NA <5.0
<20 <0.30 <3.0 NA <5.0
<20 <0.30 <3.0 NA <5.0
<20 <0.30 • <3.0 • NA <5.0 •
,000 15 I.I
- -----
Sample "'" Location
UMSAEffluent VI7/96
2/22/96
'l/28/96
3/&196
4/3/96
5/3/96
615/96
7/1/96
7/30/%
9(4/96
10/1/96
I 117196
12/5/96
1/6/97
214/97
3/lV97
4/8/97
5/11197
6/6/97
7/2/97
8/7/97
9/5/97
10/1/97
11/13/97
1115/97
1/9/98
2/5/98
3/5/98
413/98
5/7/98
6/5/98
7/9/98
8/7/98
9/10/98
10/2/98
11/4198
1111/98
1111199
1111/99
315199
4/8/99
5/13/99
6110/99
7/8/99
8/5/99
9/9/99
10/14/99
1112199
1113/99
2/16100
3/9/00
417/00
5/8/00
6/9/00
s/z/o• 7n/00 ~
1!.ailt<liolionPed<:,m,mceSlm<brd
Note:NA•NotAnalyud
- -
Chlorofonn
(-)
<1.0
<1.0
<LO
<1.0
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<1.0
<1.0
<LO
<1.0
<1.0
<LO
<1.0
<LO
<1.0
,10
<1.0
<LO
<LO
<1.0
<LO
<1.0
<LO
<1.0
<LO
<1.0
<1.0
<l.0
<1.0
<LO
<1.0
<LO
<1.0
<1.0
<1.0
<1.0
<LO
<1.0
<LO
<1.0
<1.0
<1.0
<LO
<1.0
<1.0
<LO
<1.0
<LO
<1.0
1,1 -Dichloroethane
(-)
<1.0
<LO
<LO
<LO
<LO
<LO
<LO
<LO
<LO
<l.O
<1.0
<I.0
<J.O
<LO
<1.0
<LO
<J.0
<1.0
<1.0
<1.0
<LO
<1.0
<1.0
<1.0
<1.0
<LO
<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
<LO
<1.0
<LO
<LO
<1.0
<LO
<1.0
<LO
<1.0
<1.0
<1.0
<1.0
<LO
<LO
<LO
<LO·
3500
DUP-dupli~•
- - -
TABLE3
Groundwater Quality Summary
Upper .Macon Source Area
Macon/Dockery Site
Richmond Countv North Carolina
- - -
1,1 • Dichloroethene Cis/trans-1,2-Dichloroethene Tetrachloroethene 1,1, I-Trichloroethane
(-) (-) (""") (-)
<LO <LO <LO <LO
<1.0 <1.0 <1.0 <1.0
<1.0 <LO <1.0 <l.O
<LO <LO <1.0 <1.0
<LO <LO <1.0 <1.0
<LO <1.0 <LO <1.0
<LO <LO <LO <1.0
<LO <1.0 <1.0 <LO
<LO <LO <I.0 <1.0
<LO <1.0 <l.O <1.0
<1.0 <1.0 <LO <l.0
<LO <1.0 <1.0 <LO
<LO <1.0 <J.O <1.0
<LO <1.0 <1.0 <LO
<LO <1.0 <1.0 <LO
<LO <l.0 <l.O <1.0
<1.0 <1.0 <LO <LO
<LO <1.0 <1.0 <1.0
<1.0 <1.0 <LO <1.0
<LO <1.0 <LO <1.0
<LO <1.0 <LO <LO
<1.0 <1.0 <1.0 <LO
<1.0 <1.0 <1.0 <LO
<1.0 <1.0 <LO <1.0
<LO <LO <LO <LO
<LO <1.0 <LO <1.0
<1.0 <1.0 <LO <LO
<1.0 <LO <1.0 <1.0
<1.0 <1.0 <l.O <LO
<LO <LO <LO <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <LO <LO
<1.0 <1.0 <LO <1.0
<1.0 <1.0 <1.0 <LO
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <i.O <LO
<LO <1.0 <1.0 <LO
<1.0 <LO <1.0 <LO
<LO <1.0 <1.0 <1.0
<1.0 <LO <1.0 <1.0
<LO <LO <1.0 <1.0
<LO <1.0 <1.0 <1.0
<1.0 <LO <1.0 <LO
<LO <LO <LO ,1 0
<LO <1.0 <1.0 <1.0
<LO <LO <l.O <LO
<LO <LO <1.0 <LO
<LO <LO <LO <LO
<LO <1.0 <1.0 <1.0
<1.0 <LO <LO <LO
16 <LO LO 2.6
<1.0 <LO <1.0 <LO
<1.0 <1.0 <LO <I.0
<LO <LO <LO <l.O
9.9 <LO <1.0 1.4
<LO <1.0,. <LO <1.0
7 70
-- ---
Trichloroethylcne
(""")
<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
<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
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<1.0
<LO
<1.0
<1.0
<1.0
<1.0
<LO
<1.0
<LO
<LO
<1.0
<1.0
<LO
<LO
<LO
<1.0
<LO
<1.0
<1.0
<LO
2.8
- - - - -- --
Sample °'" Location
UMSA Effluent 1/17/96
'112'1196
2n8/96
3/8196
4/3/96
5/3f96
615196
7/1/96
7/30/96
9/4/96
10/1/96
11n/96
12/5/96
116197
2/4/97
3/12/97
4/8/97
5/12/97
616191
7/2197
,nm
9/S/97
10/2/97
11/13197
1215/97
1/9/98
215198
3/5/98
413/98
5n/98
6/5/98
719/98
8n/98
9/10/98
10/2/98
llf4198
1211/98
1/11/99
2111/99
YY99
4111/99
5/13/99
6/10/99
7/'199
815199
919199
10/14'99
1112199
J2/3J99
2116100
3/9/00
4'7/00
511l/OO
6/9100 mtoo
<o/L/oo ~
_,mi;,.p~. si-lord
Nate:NA-NotADl!yz,,d
Vinyl chloride B=
(""'1,) (""")
<1.0 <1.0
<LO <LO
<1.0 <1.0
<LO <LO
<LO <l.O
<1.0 <LO
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<l.O <LO
<LO <1.0
<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
<l.O <1.0
<LO <1.0
<LO <1.0
<1.0 <1.0
<LO <l.O
<1.0 <J.O
<1.0 <1.0
<LO <1.0
<1.0 <J.0
<1.0 <1.0
<l.0 <1.0
<l.O <1.0
<1.0 <1.0
<l.0 <1.0
<1.0 <1.0
<l.0 <1.0
<1.0 <1.0
<LO <1.0
<l.0 <1.0
<1.0 <1.0
<LO <1.0
<1.0 <1.0
<LO <1.0
<1.0 <1.0
<LO <1.0
<LO <1.0
<LO <LO
<LO <1.0
<LO <1.0
<LO <1.0
<LO <1.0
<LO <1.0
<1.0 <1.0
<1.0 <LO
<1.0 <LO
<LO <LO
<LO <LO,
Nate:NA-NolA<lalyn<l
- --
TABLE 3 (Continued)
Groundwater QuaJlty Summary
Upper Macon Source Area
Macon/Dockery Site
Richmond County North Carolina
Toluene Cmomium 8'riwn Mru,g,n=
(""'1,) (""'1,) (""'1,) ("•")
<1.0 <IO 120 120
<1.0 <JO 120 70
<1.0 <JO 130 51
<1.0 <JO 120 37
<LO <JO I JO 27
<1.0 <JO 120 26
2.9 <JO 130 22
<1.0 12 110 14
<1.0 <JO 200 110
<LO II 170 68
<1.0 <JO 130 13
<LO <JO 140 13
<LO <JO 170 17
<1.0 <JO 200 46
<1.0 <JO 160 29
<1.0 <IO 130 30
<1.0 <JO 200 30
<1.0 12 210 95
<1.0 <JO 240 74
<1.0 <JO 180 41
<LO II 230 250
<1.0 <JO 130 27
<1.0 <JO 185 315
<1.0 <JO 129 84.2
<1.0 <JO 150 160
<LO <10 180 33
<1.0 <JO 200 20
<1.0 II 210 160
<1.0 <JO <200 64
<1.0 <JO 210 310
<1.0 <JO 160 46
<1.0 <JO 240 110
<1.0 <JO 190 37
<1.0 <10 200 56
<1.0 <JO 190 110
<J.0 JO 220 450
<1.0 <JO 160 68
<1.0 <JO 150 120
<1.0 <10 230 120
<1.0 <JO 180 JOO
<LO <JO 170 72
<1.0 <JO 170 66
<1.0 <JO 180 JOO
<1.0 <JO 170 160
<!.O <JO 140 13
<LO <JO 150 340
<1.0 <10 200 37
<1.0 <JO 180 13
<l.O <JO 180 18
<LO <JO 240 300
<LO <10 230 41
<LO <JO 210 40
<LO <JO 410 54
<LO <10 180 61
<1.0 <10 220 250
<1.0 <JO. 190 • 80 •
1000 1000 50
---- - ---
""" c.d,ruwn L~d M~cmy SU.Spended Solids
(""") ("•") (""") (""'1,) (m<>IT)
<20 <0.30 <3.0 <.2 <5.0
<20 <0.30 <3.0 <.2 <5.0
<20 <0.30 <3.0 <2 <5.0
<20 <0.30 <3.0 <2 <5.0
<20 <0.30 <3.0 <.2 5
<20 <0.30 <3.0 <.2 <5.0
<20 <0.30 <3.0 <.2 6
<20 <0.30 <3.0 NA <5.0
41 <0.30 9.2 NA 23
26 <0.30 66 NA 16
<20 0.47 <3.0 NA 24
<20 <0.30 <3.0 NA 26
<20 <0.30 <3.0 <0.20 5
25 <0.30 3.5 NA 120
<20 <0.30 <3.0 NA 8
<20 <0.30 <3.0 NA <5.0
<20 <0.30 <3.0 NA 7
35 <0.30 <3.0 NA JOO
<20 <0.30 <3.0 NA <5.0
<20 <0.30 <3.0 NA <5.0
40 <0,30 4.8 NA NA
<20 <0.30 <3.0 NA 22
<20 <0.30 <3.0 NA II
<20 <I <3.0 NA 8
26 <0.30 6.5 NA <5.0
<20 <0.30 <3.0 NA <5.0
<20 <0.30 <3.0 NA 6
25 <0.30 4.1 NA <5.0
<20 <0.30 <3.0 NA <5.0
29 <0.30 5 NA 13
<20 <0.30 <3.0 NA <5.0
<20 <0.30 <3.0 NA <5.0
<20 <0.30 <3.0 NA <5.0
<20 <0.30 <3.0 NA 33
<20 <0.30 <3.0 NA 12
48 <0.30 46 NA 180
<20 <0.30 <3.0 NA <5.0
<20 <0.30 <3.0 NA <5.0
22 <0.30 <3.0 NA <5.0
25 <0.30 <3.0 NA <5.0
<20 <0.30 <3.0 NA <5.0
<20 36 <3.0 NA· 85
<20 <0.30 <3.0 NA <5.0
<20 <0.30 3.3 NA <5.0
<20 <0.30 8.7 NA <5.0
24 <0.30 <3.0 NA <5.0
<20 <0.30 <3.0 NA <5.0
<20 <0.30 <3.0 NA <5.0
<20 <0.30 <3.0 NA <5.0
40 <0.30 ,., NA 130
<20 <0.30 <3.0 NA 5.0
<20 <0.30 <3.0 NA <50
<20 <0.30 <3.0 NA <5.0
<20 <0.30 <3.0 NA <5.0
32 <0.30 3.8 NA <5.0
<20 • <0.30 • 4.1 • NA 38.0
5000 15 LI
-- - - - - - -
Sam~k Dm Chloroform 1,1-Dichlorodhanc
L=tioo (ug/L) (11g/L)
UM Influent 2/22196 6 4.1
2/23/96 3 45
2124196 14 4.6
2125196 12 <l.O
2/28196 35 5.8
318/96 <LO ..,
3116196 <1.0 55
4/31% <1.0 ...
6/5/96 <1.0 ,.9
7/1/96 <1.0 3.8
7/30/96 <1.0 '·' 11n/96 <LO 5J
2/4197 <1.0 5.5
S/12/91 <1.0 II
8n/97 <1.0 5.8
11/13/97 <1.0 5.3
215198 <l.0 6.9 snm <IO ' snm <l.0 3.6
l 1/4/98 <1.0 2.9
2/11199 <1.0 " 5113199 <1.0 " 815199 <1.0 ,.,
!J/3199 <1.0 4.2
Ul6/00 <1.0 3
5/8100 <1.0 3.9
812100 <1.0 "
LMlnflucnt 2/22/96 " 26
2/23r,6 13 " 2/24r,6 8.9 JO
Y2Sl96 82 JI
2/28196 3 32
318196 <1.0 95
3/16196 <1.0 8.1
4/3/96 <J.O 7.3
5/J/96 <LO 8.6
615196 <1.0 " 7130/96 <1.0 17
lln/96 <1.0 II
214197 1.6 9.8
(DUP) 214197 1.5 9.0
5/12197 <1.0 5J
817m <1.0 13.0
11113/97 <:1.0 9.l
2/519& <:\.O 13.0
5n/98 <:1.0 12.0
&17/9& <:1.0 16.0
I 1/4/98 <:1.0 13.0
2111/99 <:1.0 13.0
5113199 <1.0 10.0
Vl/99 <:J.O 7.8
11/3/99 <:J.O 2.0
Ul6/00 <:LO <:1.0
5/8/00 <:1.0 1.9
8/2/00 • <1.0, ll.O
Remed1atJon Performance Standard JlOO
-- -
TABLE 4
Groundwater Quality Summary
Upper/Lower Macon System
Macon/Dockery Site
Richmond County North Carolina .
--
1,1 -Dichloroethenc Cis.ltrans-1,2-0ichloroethcnc Methylene chloride
(ug/L) {ug/L) (ug/L)
1.6 5.8 <2.0
1.6 64 <2.0
1.8 64 <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
18 ,., <2.0
I.I 6.1 <2.0
21 8.6 <2.0
1.9 6.6 <2.0
1.6 7 <2.0
25 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 ... <2.0
IA 3.7 <2.0
2 " <2.0
3.4 ,., <2.0
33 6.5 <2.0
5.6 6.1 <2.0
3.1 ,., <2.0
IO 6.3 <2.0
16 8.7 <2.0
,., 4.4 <2.0
II '9 <2.0
13 ,.9 <2.0
13 5 <2.0
" 5.6 <2.0
1.6 2A <2.0
1.8 24 <2.0
2.6 2.3 <2.0
2.7 2.9 <2.0
,.1 3A <2.0
6.6 <l.O <2.0
3.3 22 <2.0
2.1 2A <2.0
18 2.1 <2.0 ,. 64 <2.0
<:\.O 1.2 <2.0
18 <:J.0 <2.0
1.9 1.2 <2.0
2.5 1.6 <2.0
LI I <:2.0
1.3 <IO <:2.0
22 13 <2.0
14 <IO <:2.0
LO <1.0 <2.0
<:1.0 I.I <2.0
<:1.0 IA <2.0
<:1.0 <1.0 <2.0
2.7 12 <2.0 -
70
- - -- --
Tetrachloroc!hmc 1,1.t-Trichlorodhanc
{ug/L) (ug/L)
4.8 <LO
4.8 <1.0
6 <1.0
6.9 <1.0
5 <1.0
3.8 <IO
4.6 <l.O
4 <IO
<LO <IO
3.3 <l.O
J.J <IO
2.3 <1.0
2.5 <1.0
<1.0 4.5
2.1 <LO
1.6 <1.0
I.I <1.0
25 <1.0
1.2 <l.0
<1.0 <1.0
I <1.0
1.6 <l.O
u <l.O
" I
12 <l.0
2.3 1.6
,.2 2.6 -
2 " 2.1 " 2.7 17
2.6 17
2A 17
<1.0 25
<l.O 3.4
I 4
<l.O 4.2
<l.0 5.3
<l.O 6.7
<l.O '2
<l.O ,,
<1.0 3.8
2 <1.0
<:J.0 '' <l.0 3.3
<1.0 ,.,
<l.O ,.,
<l.0 '' <1.0 '·' <1.0 3.7
<1.0 ,.,
<l.O 3A
<1.0 <:!.O
<1.0 <1.0
<1.0 <:1.0
<1.0 -,.1 -
200
r
~ $$AA$NAA$$$$AAAAA$A$$$$$$AAA wwwww~wwwwwwwwwwwwwwwwwwwwww 00000 0000000000000000000000
I I I I I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
-- - --- --
Sample D~ Chlorofonn \,l -Dichlorocthanc
L<xarioo (11g/L) (,g/L)
U/L Effluent Z/24/96 <1.0 <1.0
l/25/96 <1.0 <LO
l/28/96 <LO <1.0
318/96 <LO <1.0
3/16196 <l.0 <1.0
40/96 <!.O 18
513/% <!.O <!.O
6/5/96 <l.0 <LO
7/1/96 <1.0 <l.O
7/30/96 <1.0 <1.0
914/96 <1.0 <1.0
IO/l/96 <1.0 <1.0
Jln/96 <1.0 <1.0
12/5/% <IO <1.0
1/6/97 <1.0 <l.O
2/4/97 <l.O <1.0
3/12/97 <1.0 <1.0
4/8/97 <1.0 <1.0
5/12197 <1.0 <1.0
616'91 <1.0 <1.0 mm <1.0 24
7n5!97 NA NA
sn/97 <1.0 <1.0
915197 <1.0 <1.0
10/2/97 <l.0 <1.0
J l/13/97 <1.0 <1.0
1215/97 <l.0 <1.0
!/9/98 <IO <1.0
215/98 <1.0 <l.O
315198 <1.0 <l.O
413198 <l.O <1.0
sn19g <!.O <1.0
615198 <1.0 <1.0
719/98 <1.0 <!.O
8nm <1.0 <1.0
9/l0/98 <1.0 <LO
10/2/98 <1.0 <1.0
1114198 <1.0 <1.0
1211198 <1.0 <LO
1/11199 <1.0 <LO
2111199 <LO <1.0
315199 <l.0 <1.0 .,.,,, <1.0 <1.0
3/13/99 <1.0 <1.0
6/10/99 <1.0 <1.0
1/8/9'1 <1.0 <1.0
615199 <IO <1.0 ,~,., <IO <1.0
10/14199 <1.0 <LO
I l/3199 <l.0 <LO
12/)/99 <IO <1.0
2117100 <l.O <1.0
3/9/00 <l.O <1.0
4ntOO <l.O <1.0
5/8/00 <l.O <1.0
6'9100 <],0 <1.0
7nl00 <l.O <1.0
8/2/00• <1.0·• <1.0.
Rcmcdiatio11 Pi:rfollllZll0e Standard '500
Note: 7123/97 Sampled for Manp!lcsc only.
- --TABLE 4
Groundwater Quality Summary
Upper/Lower Macon System
Macon/Dockery Site
Richmond County North Carolina
- -
1,l•Didilo~ Cisltnns-1,2-Dichloroctbcnc Methylene chloride
{ug/L)
<1.0
<l.O
<l.O
<1.0
<:].0
<1,0
<l.O
« 0
<l.O
<1.0
<1.0
<1.0
<1.0
<l.O
<1.0
<l.O
<1.0
<l.0
<1.0
<1.0
<1.0
NA
<1.0
<1.0
<1.0
<LO
<1.0
<l.O
<l.O
<l.O
<l.O
<l.0
<l.O
<IO
<!.O
<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
<LO
<LO
<1.0
<1.0 ..
DUP • duplicate
(ug/L)
<1.0
<1.0
<1.0
<1.0
<l.0
16
<1.0
<1.0
<1.0
<IO
<l.0
<l.0
<IO
<l.O
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
" NA
<IO
<IO
<l.0
<1.0
<IO
<1.0
<1.0
<l.0
<],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
<1.0
<1.0
<1.0
<IO
<1.0
<IO
<1.0
<1.0
<1.0
<IO
<1.0
<1.0
<1.0
70
NA., Not Analyzed
(ug/1...)
<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
<10
<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
<,0
<>.O
<.5.0
<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
NS= Not S=plcd
- -----
To:tr.ldiloroctbenc I, I, l-T richloroethane
(,g/L) (ug/L)
<1.0 <LO
<1.0 <1.0
<l.0 <1.0
<l.O <1.0
<1.0 <1.0
<l.O <l.O
<1,0 <LO
<IO <LO
<LO <1.0
<l.O <1.0
<1.0 <l.D
<1.0 <l.O
<l.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<LO <1.0
<l.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
NA NA
<l.O <IO
<1.0 <1.0
<!.0 <1.0
<1.0 <1.0
<!.O <IO
<l.0 <1.0
<1.0 <l.0
<1.0 <l.0
<1.0 <l.O
<LO <l.O
<1,0 <l.O
<1.0 <1.0
<l.O <1.0
<l.O <1.0
<1,0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1,0
<1.0 <1.0
<1.0 <IO
<1.0 <IO
<1.0 <1.0
<1.0 <IO
<1.0 <1.0
<1.0 <1.0
<1.0 <l.O
<1.0 <1.0
<1.0 <IO
<1.0 <l.0
<1.0 <l.0
<1.0 <1.0
<1.0 <l.0
<1.0 <1.0
<1.0 -<l.O •
200
- -- - - - - -
Sample ""' Trichloroethylenc
Loom= (ug/L)
U/L Effiueot 212<f>6 <1.0
=~6 <1.0
2/28/96 <1.0
3/8/96 <1.0
3/16/% <1.0
'""' 1.9
'""' <J.0
6/5196 <1.0
7/1/96 <1.0
700/96 <1.0
914196 <1.0
10/1196 <1.0
11nl96 <1.0
1215196 <J.0
1/6/97 <1.0
2/4/97 <1.0
3/12/97 <1.0
4/8/97 <1.0
5112191 <LO
~6197 <LO
712197 <I 0
7125191 NA
sn~1 <1.0
915197 <1.0
10/2/97 C:].0
! 1/13/97 C:l.0
1215/97 <1.0
1/9/98 <1.0
215198 <1.0
3/5/98 C:].0
4/3/98 C:1.0
5nm c:1.0
615198 c:1.0
719/98 <1.0
8nt98 <1.0
9/10/98 <1.0
10/2/98 <1.0
11/4/98 <1.0
1211/98 <1.0
1/11/99 <1.0
2111/99 C:1.0
315/99 C:1.0
4/8199 C:[.0
5/13/99 <:J.0
&10/99 <:J.0
71819'> c:\.0
.5199 C:J.0
90199 <:J.0
J0/14/99 C:1.0
11/3/99 <1.0
12/J/99 <1.0
2117/00 <1.0
3/9/00 <:J.0
4'7/00 <l.O
5/&/00 <LO
6/9100 c:],0
7n/00 <1.0
B/2/00 • <:J.0
Ranedlabon Pl:rfonn= Stillld.ud 2.8
Note: 7/25/97 Sampled for Manganese onDUP -duplicate
- - -
TABLE 4 (Continued)
Groundwater Quality Summary
Upper/Lower Macon System
Macon/Dockery Site
Richmond County North Carolina
Toluene Chromium Barium -..,=
{ug/L) (ulifl.) (ug/L) (ug/L)
<l.0 <IO " 150
<1.0 <10 90 160
<1.0 <10 <50 l2
<1.0 <10 <50 J9
<1.0 <10 <50 JI
<1.0 <JO <50 " <1.0 <10 JI 10
2.1 <10 <50 7.5
<1.0 <JO <50 <5.0
<1.0 <JO <50 <5.0
<1.0 <JO <50 <50
<1.0 <JO <50 <50
<1.0 <10 <50 <5.0
<1.0 <10 <50 <5.0
<1.0 <10 <50 <5.0
<1.0 <10 J9 <5.0
<1.0 <10 <50 <5,0
<1.0 <JO <50 <S.O
<1.0 <JO <50 <5.0
<LO <JO <50 <5.0
C:1.0 <JO <50 79
NA NA NA l6
C:].0 <JO <50 54
C:1.0 <10 <50 <5.0
C:].0 <10 <50 6.J
c:],0 <JO <50 c:5,0
C:],0 <JO <50 <5.0
C:].0 <10 <50 <5.0
c:J.0 <10 56 <5.0
c:J.0 <10 <200 <15
c:J.0 <10 <200 <5.0
c:1.0 <10 <50 <5.0
<1.0 <JO <50 <5.0
c:],0 <JO <50 <5.0
C:],0 <JO <50 92
C:].0 <JO <50 6.7
<1.0 <JO ll <10
c:1.0 <JO <50 6.2
C:].0 <JO <50 <5.0
C:],0 <10 <50 <5.0
C:1.0 <IO <50 <5.0
<1.0 <IO <50 <5.0
C:].0 <10 <50 <5.0
c:!.O <JO <50 <5 0
<1.0 <JO <50 c:5,0
c:1.0 <JO <50 <5.0
c:1.0 <10 <50 " c:1.0 <JO <50 <5 0
<1.0 <JO <50 <5 0
<1.0 <JO <50 <5.0
<1.0 <JO <50 <5.0
c:1.0 <JO <50 <5.0
<1.0 <10 <50 <5.0
<1.0 <10 <50 c:'i.O
C:\.0 <10 <50 C:5.0
C:1.0 <10 <50 <5.0
<1.0 <JO <50 20
c:1.0. <10 • <50. c:5.0.
1000 50 1000 50
- -
Zinc Cadmium ""' (ug/L) (ug/L) {ug/L)
150 <0.30 J.7
170 <0.30 J.6
59 <0.30 <3.0
56 <0,30 <3.0
51 <0.30 <3.0
" <0.30 l.6
21 <0 30 <3.0
<20 <0,30 <3.0
<20 <0,30 <3.0
<20 <0.30 <J.0
<20 <0.30 <3.0
<20 <0.30 <3.0
<20 <0,30 <J.0
<20 <0.30 <l.0
<20 <0,30 <l.0
<20 <0 30 <3.0
<20 <0.30 <3.0
<20 <0.30 <3.0
<20 <0.30 <l.0
<20 c:0.30 <l.0
<20 C:0,30 <3.0
NA c:oJO NA
<20 c:0.30 l.l
<20 c:0.30 <l.0
<20 c:0,30 <J.0
<20 c:Q,30 <l.0
<20 c:0.30 <l.0
<20 c:0.30 <l.0
<20 c:0.30 <J.0
<20 <0.30 <l.0
<20 <0.30 C:3,0
<20 c:0.30 <l.0
<20 c:0.30 <l.0
<20 c:0,30 <l.0
<20 c:0,30 <JO
<20 <:0.30 <l.0
<20 c:0.30 <l.0
<20 c:0,30 <l.0
<20 c:0,30 <l.0
<20 <0.30 C:3,0
<20 c:0.30 <J.0
<20 c:0.30 C:3,0
<20 c:0,30 <JO
<20 c:OJO <l 0
<20 c:O.JO <l.0
<20 c:0,30 <JO
<20 C:0,30 l.7
<20 C:0.30 c:3,0
<20 c:0.30 c:3.0
<20 c:0.30 <J.0
<20 c:0.30 <l.0
<20 c:0,30 <l.0
<20 C:0.30 c:3.0
<20 c:0.30 <l.0
<20 c:0.30 <J.0
<20 c:0.30 C:3.0
<20 C:0,30 <3.0
<20 • c:0.30 • c:3.0•
5000 15
NA-Not An:uyz,:d NS ~ Not Sampled
- -----
Suspended Solids
(mg/L)
<5.0
<5.0
8
<S.O
<50
10
<5.0
<5.0
<5.0
<5.0
<S.O
" <5,0
<5.0
<5.0
8
<S.O
<5.0
<5.0
<S.O
<5.0
NA
NS
<5.0
25
<5
<5
<5
<5
c:5,0
<5.0
NA
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<S.O
<5.0
<5,0
<5.0
<5.0
c:5.0
<5.0
<5.0
<5.0
c:5.0 .
--- - - - - -
Woll Date Chloroform l,l -Dkhloroetllanc I, I • Dichlomcthcnc
N.-(ug/L) (uglL) ,.,.,,.,
Upper~·
MW" 2/13/96 "" " "" '""' <" " '" Ull/96 "'' <" '"' (DUP 2) 7/31/96 "'' <H "" 1 Jn/96 "'' " """ (Ou,>) """' = <,0 "oo
2/5197 "'' " uoo
5/12/97 <,oo <,oo ,.,
(DUP 2) 5/12/97 <,oo <,oo "" 815/91 <,0 " "" (DUPLICATE I) 11112/97 "' " "" I !112/97 <,0 <,0 " (DUP I) 2/5/98 "'' "" )00
215/98 <,0 <,0 "' 5/6198 <,0 .. '""' (DUP I) S/6198 <,0 " "oo
""'' <,oo <,oo ""' 11/3198 "'' = """ 1111199 "" "'' '"' 511119'11 "'' "'' '"' .,,,, "'' "'' '" '""" <W <,0 no
2117/00 <,0 <,0 .,
,moo <,0 <W "' w,oo. <5.0. '·' 130 •
MW" 2/13/96 <1.0 u <l.0
'""' <,0 <l.O <:l.O
7/31/96 <1.0 <1.0 '' lln/96 <1.0 <1.0 ,.,
""'' <1,0 <:1.0 ,.,
5/13197 <1.0 <1.0 <1.0
815191 <!.O <1.0 <l.O
I l/12/97 <1,0 <1.0 <1.0
1J5/98 <1.0 <1.0 u
5n19s <1.0 <1.0 <!.O ..,,, <1.0 <1.0 <1.0
11/3/98 <1.0 <1.0 <LO
1JI l/99 <1.0 <1.0 <1,0
5/12/99 <1.0 <1.0 <1,0
815/99 <,0 <1.0 <l.O
"""' <,0 <1.0 <1.0
1Jl7f00 <LO <1.0 <1_0
'""" <1.0 <1.0 <1.0
W,00. <1.0. <1.0 -<1,0
Lower Dockery
MW" ]JlJ/96 <1.0 " " '""' <1.0 ,. " 7/31/96 <LO " " lln/96 <1.0 " " (OU,) I in/96 <!.O " " ]J5/91 <!.O " " 5/ll/97 <,0 " " ..,,, ""' "' " ll/12/97 <1,0 " " m19s <l.O " " 5/6/98 <].0 "' '' ""'' <!.O " '' I 113/98 <,0 " " lJll/99 <1.0 " ,.,
5112199 ""' " " . .,,, <l.O " 0
"""' <1.0 " ,.,
2/17/00 <1.0 " ' "'"" ... Wcl(
w"" ... Woll
I I I
Remediatioll Paf~ Stmdanl """
- - - - -
Table 5
Groundwaler Quality Summary
l\lacon/ Dockery Site
Ricbmo d County Nortb Carolina •
Clsltr.ms-l,2-Dichloroethenc Methylene chloride Tctn.chloroetbme ,..,._, (u•ll.) (u""-)
<H = "'' <H = " <H <,0 "'' <H = <H
"" = <"
<,0 <,oo <,0
<" <,0 <"
<•OO <)00 <,oo
<,oo <>OO <,oo
<,0 <,0 <,0
"'" <,0 "'" <,0 "'" <,0
<" = <»
<W "'' <,0
<,0 <,oo = <,0 <,oo <,0
<•OO <)00 <,oo
<,0 <,oo = <H <,w <H
<H <,0 "'' <H = "'' <,0 "'' <,0
<,0 "'' <,0
<,0 ""' <W
<5.0 <,0 <SO •
<LO <2.0 <1.0
<l.O <:2.0 <1.0
<1.0 <2.0 <1.0
,:;I_Q "'·' <1.0
<1.0 qo <1.0
<1.0 "'·' <1.0
<l.O <2.0 <1.0
<l.O <2.0 <1.0
<l.O <2.0 <1.0
<l.O Q.O <1.0
<l.O <2.0 <1.0
<l.O "'·' <1.0
<l.O <)0 <LO
<l.O qo <1.0
<1.0 <2.0 <1.0
<,0 <2.0 <1.0
<l.O <2.0 <1.0
<l.O "'' <1.0
<l.O "'' <LO
<l.O <2.0 <1.0
<l.0 ""·' <1.0
<l.O "'·' <1.0
<l.O ""' <1.0
<l.O "'' <1.0
<l.O Q.O <1.0
<1.0 <2.0 <1.0
<2.0 "'0 QO
<1.0 <2.0 <1.0
<1.0 "'·' <1.0
<1.0 <2.0 <l.O
<l.O "'·' <l.O
<l.O "'·' <1.0
<l.0 <2.0 <l.O
"'·' "'' "'' <1.0 "'' <1.0
<1.0 "'' <1.0
<1.0 <2.0 <1.0
No, -•ro Due To
N• _,ro Due To
I ' "
1.1.1-Trlchlorocthanc
{ug/L)
'" '"' '"' "" "" .. ,.,
"" "" ,oo
" " " "' ~,
'"' '" "" ,oo
'" ''" " " " ,.
u
<1.0
<1.0
<1.0
<1,0
<l.O
<l.O
<l.O
<1,0
<1,0
<1,0
<1.0
<1.0
<1,0
<],0
<,0
<1.0
<1.0
<!,O
" " "' "' " " " " "' " " " " " " " " " Obmuai0.11
Obstruaion
' (
)00
- -----
Tri~h]Qmethylc:nc Vinyl chloride , .. -Toluene
(uglL.) (ug/1.) (r"l (ug/1.)
"'' <" <H " "'' <H <" "'' <U <" <H " <H <" <H " "'' <H <H "'' = <,0 <,0 <,0
<" "'' "'' "'' <,oo <,oo <,oo <•OO
<,oo <,oo <,oo <,oo
<W <,0 <W <,0
<S.O <5,0 <,0 "'" <,0 <,0 <,0 <,0
<" <" "'' "" <,0 <,0 <W " <,0 "'' <,0 "" <,0 <,0 <,0 ,.,
<,oo <,oo <,oo <,oo
<,0 <,0 <,0 <,0
"'' <" <H "'' "'' <H "'' "'' <" <" "'' <"
<,0 <,0 <,0 " <,0 <,0 <W <,0
<,0 <,0 <,0 <,0
<5.0. <:S.O • <5.0 • <5.0 •
<1.0 <].0 <:].0 <LO
<1.0 <1.0 <:1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <l.O <1.0 <1.0
<l.O <1.0 <1.0 -<1.0
<1.0 <1.0 <,0 <LO
<l.O <!.O <1.0 <LO
<l.0 <1.0 <1,0 <1.0
<I.O <1.0 <l.O <1.0
<1.0 <LO <1,0 <l.O
<J.O <1.0 <1.0 <l.O
<1.0 <1.0 <,0 <l.O
<l.0 <1.0 <1.0 <1.0
<I.O <1.0 <1,0 <1.0
<l.O <LO <1,0 <l.O
<1.0 <1.0 <1.0 <l.O
<1.0 <I.O <,0 <l.O
<1.0 <LO <,0 <l.O
<LO <1,0 • <1,0, <l.O.
' <1.0 <,0 <l.O ,., <1.0 <1.0 <l.O ,, <1.0 <1.0 <LO
'' <1.0 <1.0 u
' <1.0 <,0 ' " <1.0 <1.0 <l.O
" <1.0 <1.0 <,0
" <2.0 "'·' "'' '' <1.0 <1.0 <!.O
" <1.0 <1.0 <1.0 ,., <1.0 <1.0 <1.0
'' <1.0 <1.0 <1.0
<1.0 <1.0 <l.O <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
<].0 <l.O <1.0 <1.0 ... ...
( ' ' ,., , ..
--- - - - --
Well o., Tow X)·lmes Acetone ~-N=bo , .• ,) (···") (u•n)
Upper DockCJ}'
MW" 2/ll/96 "'' """ "'" -"'' ""' "'" 7/31196 "'' ""' " (DUP 2) 7/31196 "'' """ "'" llnf96 "'' """ "'" (DU>'J l!n/96 "'" <,00 "'" 2/5/97 "'' '"' " 5/tun "'"' «ooo "'" (DUPl) 5/12/97 "'"' <)000 " &15191 "" <)00 " (DUPLICATE l) !IIJU97 "" "" 70
11112"7 "" <)00 "' (DUP I) """ "" '"" "'" """ <,0 <)00 "'" """ "'" ''"' " (DUPI) -"'" ""' "'" .... "'"' «000 " l 1/l/98 "'" <,00 " 2111199 "'' ""' " j/]2/99 "'' ""' " .,,,, "'' "'" '" """' "'" <)00 " 2117/00 "'" <)00 " ,,,., "" "'" 66 .,,.,. "" <,0. " ,
MWH 2/lJ/96 "'·' "'" "'" -"'·' "'" '" 7/31196 "'" "'" "'" l Jnf96 <)O "'" "'" 215/97 "'" "'" "'" 5/lJ/97 "'" "'" " 8/5/97 "'" "'" ,.
l l/12/97 <3.0 "'" "'" l/5/9S <3,0 "'" "'" 5n/9s "'" "'" "'" .... "'" "'" "'" I \f.l/98 <3.0 "'" " 2/11199 "'" "'" "'" 5112/99 "'" "'" "'" .,,,, "'" "'" "'" 11/2199 <J.o. "'" "'" 2/17/00 <!O "'" '"' 5/9/00 "'" "'" ,,.,
"'"'. "'" <LO. '" ,
Lowct Dockery
MW,S 2/13196 <l.0 "'" " -"'" "'" " 7/.ll/96 "'" "'" '" lln/96 .,., "'" " (Dill') lln/96 "'" "'" " v>m <)O "'" " 5113197 "'" "'" " ""'' "'·" "'' '"' ll/ll/91 "'" "'" 94,8 v,,,. <3.0 "'" "'" """ "'" "'" " .... "'" "'" " I \/3198 "'" "'" " 1/11199 <l.0 "" " .,,.,,, "'·' "'" " . ,,,, "'·' "'" '" """' "'·' "'" " 2/17/00 "'·' "'" HO -.. , .,,., .. ,
I I I
Rc:mcdiatloD Pafonmnce Standa:Jd HOO "
- --Table 5 (Continued)
Groundwater Quality Summary
Macon/Dockery Site
Richmond County North Carolina
Bm= l3Cl)·Uiu -= Nickel v-
cu·' l (oyL) ,..,_, (u<ifl) ,..,_,
"' "'' '" "" ""' '"' "'' '"' "'' "" '" "'' '" "" "'' '" "'' ,w "'' ""' '" <5.0 ,oo "" "'·' '" "'·' '" "" "'' '"' <5.0 "' "" "'' '" <S.O '" "" "" ''" <:5.0 '" "" ""' '" <5,0 '" "" <,0
"' <5.0 "' "" "" ,,. <5.0 "' "" <,0
"' <5.0 ,oo "" <,0
"" <5.0 '" "'' ""' '" <5,0 "' "" <,0
'" "'" "" "" <,0
'" "'" '" "'" ""' '" <5.0 '" "'' "" "' "'" ,oo "" "" ,00 <5.0 "" "" <,0
"' "'" ''" " " ''" <,0 "' "'" ""' '" <5.0 " «o <,0 ,., <5,0 '"' "" "" ,., , <5,0. 220 • "'", "'' ,
'"' <,0 '" "'' "" '" "'" " "'" "" "" <5,0 " «o "" "" <5,0 ''" "'" "" '" <5,0 " "'' "" ''" <5,0 " "" "" '" "'" "" "'" "" H, <5,0 " "'" "" "" <5.0 " "'' <><)
"" <5.0 " "'' "" "" <5.0 " "'" "" "" <5.0 " "'' <,0
"" <5.0 " q() <,0
"" <5.0 " "" <,0
'" <5.0 " "'' <,0
"" <5.0 " q() <,0
"' <5.0 "" '"' " ,oo <5.0 ,00 "" "' ,oo. <5.0 . 150 • "'" , <,0,
"' "'·' ""' " ,oo
''" <5.0 noo '" "" HOO "'" ""' "' '" "' "'' noo '"' "" ,., "'" ""' '" "" '" "'" "" " " '" "'" ''" " " '" ,., ""' "" "" '" <5.0 "" '" "' <,0 <5.0 " "" "" "' <5.0 BOO "" ''" "" "'" '" " " "' <5.0 "' " ,.
'" <5.0 HOO " ,.
'"' <5.0 ""' " HO ,oo ,., BOO ''" "" "' <5.0 "'" '" '" "' "'·' ,,., '" '" Wdl No<
_, ..
O,,To
-
'"" c.am;=
(-.,C) (ug.11..)
" <0.30
" <0.30
" <:0.30
" <0.30
<W <0.30
"" <0.30 ,oo " " ,,
" 6
" ,.,
63.7 '' " ,., ,. 0.66
" 0.35
"' '·" " 0.~9
" " " '' " 0.93 ,. '·" " <0.30
" 0.37
"'' <0.30
" <0.30 " . <:0.30 •
" <0.JO ,. <0.30
"'" <0.30
'" <O.JO
" <0.30
"'' <0.JO
" <0.30
22.8 "' "'' <0.30
<,0 <0,30
<,0 <0.30
"" <0.30
"'" """ "'' <0,30
" <0,30
"" <0,]0
"" "'" ,oo <0]0
" <0,30•
"" <0.30
"" <0.30
660 0.94
'" 0.47
'" 0.45
HO <0.30
" <O.J0
"" <O.J0
"' "' " <O.J0
,oo "''-'' '" <0.30
" <0.30
'" <(),0
'"' ,,
'" <0.30
'" <O.J0
"' 0.37 -Wdl I No< I Sampled I DIM: To I Ob~ I ,ooo " ,oo "
-- --- --
,,., M-c,_, Sm:pcndcd Sollcls
(··") (Ug/1..) {mg/1,) (m••)
"'' " "'" ' "'' " "'" "'' "' 0.0047 NA " I070 " NA " "' ,., NA ' "' " NA NA
HOO ,., NA " "' ,., NA H
"' '' NA '" "' ,., NA " '" , .. NA " "' ,., NA "" '"' 0.73 NA '" '" 0.66 NA 6 ,oo 0.76 NA " " "" NA " "' " NA " "" " NA ,oo
"" '' NA ,.,
,00 '' NA ,.,
'" ,., NA ,.,
" NA NA '" " 0.53 NA " " "" NA "' 6'· 0,67 • NA, "' ,
"'' NA "'" u
"'·' NA "'" " "'·' NA NA " "'·' NA NA " "'' NA NA <5,0
tj() NA NA " u NA NA '" "'·' NA NA " "'" NA NA " "'" NA NA " '' NA NA ,
"'" NA NA " '" NA NA " "'" NA NA " '' NA NA " "'" <0.20 NA '" 22.0 <0,20 NA "' 19.0 NA NA ""' ". NA, NA· '" .
H NA "'" ,ooo
" NA "'" ""' " NA NA ""' ,. NA NA ""' u NA NA NA ,., NA NA '"' H NA NA "' " NA NA '"" " NA NA ,,., ,., NA NA "" " NA NA '"' " NA NA "' .., NA NA "' ,., NA NA "" ,., NA NA '" 33.0 NA NA , ..
20.0 NA NA ""' 13.0 NA NA HOO ... ...
' ' ' ' '' '"
---- - - - -
wa, o., Chl11n,form l, I -Dldiloroc:thanc 1,1 • Dichlorncthonc -(11glL) {···") (11~' )
MWH 1113196 <:[.0 " <{O
(DU,,) 2/13196 <1.0 " <1.0
"""' <1.0 ,, <1.0
""" <1.0 '' '·' I ln/96 <1.0 '' <],0
wn <1.0 " <{O
5/13/97 <1.0 " <1.0
8/5/97 <l.0 " <:l.O
11/12197 <1.0 " <1.0
""" <{O " <1.0
5/6/98 <1,0 " <1.0
816/98 <{" " <l.O
111319& <:1,0 n <],0
2/ll/99 <1.0 " <],0
5112/99 <1.0 " <1.0
""'' <l.0 " <{O
"""' <l.O " <1.0
2117/00 <l.O n <1.0 ,moo <l.O " <1.0
,n,oo . <{O ,.. <1.0 •
""""'"""'""' MW>A 2/13196 <LO " '" '""' <1.0 " " (DUn '""' <1.0 H " 7/31196 <1.0 " <l.0
11/6196 <l.O ' ' ""'' <l.O '' '' 5112197 <1.0 ,., " .,,,, <W <'-0 " (DUPLICATE2) I 1112/97 "'" "'" " I 1112/97 "'" <2.0 " 2/5198 <5,0 <5.0 "" 5/6/98 "'" '' "" (DUP 2) """ <5.0 ,., 'ffl
"""' "'' <'5 "" (DUP-2) ,nm "'' <'5 "" IIIM98 "'' <'5 "" (DUP-2) 11/4198 "'' <B "" 2/10/99 "'' <B "" (DUP-2) ]JJ0/99 <'5 <'5 "'" 5/l)/99 <'5 <'5 "" (DUP-2) 5/13/99 <'5 <'5 "" """ <'5 <'5 "" (DUP-2) """ <B <'5 "" \lfJ/99 <'5 <'5 "" (DUP-2) ll/J/9'9 "'' <'5 "" 1.117/00 "'' <B "" (DUP-2) 2/17/00 "'' <B "" ,,,,,. "'' <'5 "" (DUP-2) "'"" "'' <'5 "" .,,,,.. "''. <25 • ....
(DUP-2) ,n,oo. "". .,,.,. , ...
Remediation Pttfommice SWldard ""' NA a Not ADalyzed DL • Dilution OIJt .......
---
Table 5
Gronndwatu Quality Summary
Macun/ Duckery Site
Richmond Cunnty North Carolina
- -- -
CWtraru;-1,2-Didiloroctbc:nc Melhyleac clllorlck Tctnci>lcmH:tbcne I, l,l-TridlioroetJwic Trichloroetbyleuc Vin.}l chloride •= ,..,,_, ,..,,_, , ..• ) (··•• I (ul?/l) ,..,,_, (ug/1..)
<1.0 <fO <1.0 <1.0 <l.O <{O <1,0
<1.0 <,0 <l.O <1,0 <1.0 <1.0 <1.0
<{O <,0 <:].0 <[,0 <1.0 <:1.0 <1.0
" <2.0 ,, '' " <1.0 <1.0
<1.0 <2.0 <{O <1.0 <:1,0 <1.0 <LO
<LO <2.0 <,0 <1.0 <1.0 <1.0 <1.0
<1.0 <el.O <l.O <1.0 <1.0 <1.0 <1.0
<1.0 <2.0 <,0 <l.O <1.0 <l.O <Ci.0
<1.0 <W <LO <:].O <1.0 <1.0 <1.0
<1.0 <2,0 <l.O <l.O <:J.O <:l.O <l.O
<:].0 <,0 <1.0 <1.0 <LO <LO <l.O
<1.0 <H <1.0 <Z.O <l.O <1.0 <!.O
<l.O <>0 <1.0 <1.0 <l.O <1.0 <1.0
<l.O <>0 <l.O <{" <{O <LO <1.0
<l.O <,0 <l.O <l.O <l,O <1.0 <1.0
<1.0 <2.0 <J.0 <1.0 <1,0 <LO <LO
<!.O <2.0 <l.O <1.0 <1.0 <l.O <LO
<1.0 <2.0 <l.O <1.0 <1.0 <l.O <l.O
<1.0 <2.0 <l.O <l.O <1.0 <l.O <1,0
<1.0 • <2,0 • <1.0. <l.O <1.0 <1.0 <1,0 •
" <2.0 <1.0 " " <1.0 <1.0
'' <2.0 <1.0 " '" <LO <1.0
" <,0 <1.0 " ,. <1.0 <1.0
<1.0 <2.0 <1.0 <1.0 <1.0 <LO <1.0
" <2.0 ,., '' " <l.O <l.O
" <2.0 '' '' " <l.O <l.O
'' <2.0 <1.0 ,., " <1.0 <l.O
"'" ~-" "'" " ' <2.0 "" "'" ~· u " " "'" "'" "'" ~· ,, " ,., "'" "'" ,., <<0 '·' " " <5.0 <5,0
" <{O " " '" <,0 <5.0
" <{O " " " <5.0 <5.0
"'' <50 "'' " <'5 <'5 "'' "'' <50 <'5 " <'5 <'5 <'5
"'' <50 " " <'5 <'5 "'' "'' <50 n "" "'' <'5 "'' <'5 <50 '" "" " <'5 <'5
<'5 <50 " " <'5 <B "'' <'5 <50 " "" <'5 <'5 "'' <'5 <50 " "" <'5 "'' <'5
<B "'" " "" <B "'' <'5
"'' <50 " "" <'5 <'5 <'5
<'5 <50 " " "'' <'5 <B
"'' "'" " {00 "'' "'' "'' "'' <50 " " <'5 "'' <B
"'' "'" " " "'' "'' <B
"'' <50 '" " "'' "'' <'5
"'' "'" " " <25 "'' "'' "''. <50 • «· " . "'' . "''. "''. "'' . <50. u " <25 • <25 • <25 •
'" '"" ,,
----
Toluorn:
(ug/L)
<1.0
<1.0
<LO
<1.0
u
<1.0
<1.0
<1.0
<1,0
<1.0
<1.0
<:1.0
<:J.O
<:J.O
<l.O
<l.O
<1.0
<{O
<{"
<1.0•
<LO
<l.O
<l.O
<1.0
<{"
<1.0
<l.O
<2,0
<2.0
"'" <5.0
<5.0
"'" "" "'' "'' "'' <'5
<'5
<'5
<'5
<'5
<'5
"'' <'5
<'5
"'' "'' "'' <25' "''.
---- --
Well Date
Number
MWH 2/JJ/96
(DU,) 2/13/96
""" """ llnl%
2/5197
5/13/97
8/5197
ll/12/97
2/5/98
5/6198
8/6/98
11/3/98
2/11/99
S/12199
8/6/99
11/2/99
2/17/00
5/9100 "'"".
Macon Source Area
MW>A 2/131%
5/2/96
(DU,( """ 7131196
ll/61%
2/4197
5112/97
8/6/97
(DUPLICATE 2) ll/12/97
l!/J]J97
2/'S/98
S/6/98
(DUP2) S/6198
,nm
(DUP-2) ,nm
11/4198
(DUP-2) !1/4/98
2/10/99
(DUP-2) 2/l0/99
5/13/99
(DUP-2) 5/13/99
""" (DUP-2) """ 11/3199
(DUP-2) 11/3/99
2/17/00
(DUP-2) 2/17/00
'"'"" (DUP•2) '"'"" -· (DUP-2) -· RemodiallOn Pafonnancc Standard
NA-Not Analyzed
--
Total Xylenes Acetone Chromium
(ug/L) (...,Cl (ug/L)
<00 <rn " "'" <W " ""·" <W <W
"'·" <W <W
<00 <W <W
<3,0 <W <W
<00 <W <W
"'" <W <W
<00 <W <10
"'" <W <W
<3.0 <W <W
<00 <W <W
"'" <W " "'" <W '" <OO <W <W
<00 <W <W
"'" <W '" <0.0 <W <W
<0.0 <W II
<3.0 <JO • ,._
<OO <W <W
<0.0 <W <W
<OO <W <W
<3.0 <W <W
<00 <W "'" <OO <W <W
<0.0 <W <W
«s.O <W <W
«s.O <W <W
«s.O <W <W
<" <)0 <W
<" <,o <W
<() <,0 <W
""' q,o <W
""' <250 <W
""' <250 <W
""' <250 <W
""' <(,0 <W
""' q,o <W
""' q,o " ""' <250 <W
""' <250 <W
""' <''" <W
"' «,o <W
""' «,o <(0
""' q)O <W
"' s,,o <W
"' <250 ()
""' <250 " .,,,. <620 ' <JO •
""' <620 • n ,
"'" """ '"
- --
Table 5 {Continued)
Groundwater Quality Summary
Macon/Dockery Site
Richmond County North Carolina
Barium Bc:,ylliu '"'-= Nickel Vanadium
( • I (ug/L) (...,Cl (u1?/l.) (ug/L)
no <S.D ;soo "' "" "" <5,0 HOO "" '"' " <5.0 HOO "" <,o
" <5.0 """ "" <,o
" <5,0 """ "" <,0 ,. <S.O ,,., «o <,o
" <5,0 """ "" <,o
" <,0 <5,0 «o <,o
l'O <5,0 24-80 "" <Sl
" <5,0 ,-«o <Sl
()0 <,0 ,,., "" <,o
110 "'" '"'" "" <Sl
no <5,0 '<lOO "" " "" <5,0 ,-"" <S)
''" <S.O ,,., «o <>O
()0 <,0 """ "" <,o
"" <5,0 HOO "" "'" ()0 <5,0 ""' ""' <Sl
,w <5,0 """ «o <,0
180 · <5,0. """ =· <,0 •
"" <5,0 uo "" <,0
"" <5,0 " "" <,o
uo <S.O " «o <,0
110 <5.0 " 40 <)0
"" <'5.0 () 40 <>O
(00 <S.O <5.0 "" <,0 ,. <5,0 ' "" <,0
(00 <5,0 '' «o <,0
'"' <5.0 25,J -<,o
'"' <S.O 41.4 «o <Sl
"" <S.0 '·' 40 <,o
"" "'0 <5,0 "" <,0
uo <) 0 <' 0 "" <Sl
"" <,O ,., "" <,0
uo <5,0 <5,0 "" <,0
110 <S.O <5,0 "" <,0
i,o <,0 <5,0 "" <,0
()0 <5.0 <S.0 "" <,0
()0 <5.0 <5.0 "" <Sl
DO <5,0 u "" <,0
110 <5.0 ,o "" <,o
()0 <5.0 '' "" <Sl
DO <5.0 <5,0 "" <,o
"" <5.0 <5.0 "" <,0
110 <5.0 <S.0 "" <,0
()0 <5.0 <S.O <W <,0
"" <5.0 <5.0 "" <,o
l'O <5.0 •• "" <,o
"o <5.0 48.0 "" <>O
130' <5.0 • 5.8 • "". =· !30 • <5.0. 8.6 • ""' <50•
'""" ,o (00
-- -- -- --
Zlllc --,~, M=>ry c,,,rnle S11.1pended Solids
(...,Cl (·•" l (unn J (ng/L) (mg/L) (mg/L)
"" <0.30 " NA <W 1100
"o .,,o " NA " moo
<W ""'" <OO NA <W " " <ll.30 40 NA NA " <W <0,30 <OO NA NA " <W ""'" <0.0 NA NA " <W <0.30 <00 NA NA " '" <ii.JO <00 NA NA " 48.l <( " NA NA i,o
<W <0.30 ,., NA NA ()
,o <0.30 " NA NA " <W <0.30 '' NA NA " '"' ).) " NA NA "" .. <0.30 ,., NA NA (W
" <XJ.30 tj 0 NA NA '" " <0.30 ,, NA NA ()0
" <0.30 '' NA NA ()0
qo <0.30 <OO NA NA " " <0.30 <OO NA NA (00
,o <0.30 · 6.2 • NA• NA· no
" <0.30 <0.0 NA <W " qo <0.30 <OO NA <W ' qo <0.30 <OO NA <W ' " <0.30 <OO NA NA " <W <0.30 "'0 NA NA <5.0
<W <0.30 <OO NA NA N)
<1" <0.30 <OO NA NA <5.0
<1" <0.)0 <OO NA NA <5.0
<1" ., <OO NA NA ' qo <( <OO NA NA • <W <O.JO .. NA NA <5.0
<1" <0,30 <00 NA NA • <W <0,30 <OO NA NA <5.0
qo <0.30 <0.0 NA NA <5.0
<W <0.30 <OO NA NA <5.0
<W <0.30 <00 NA NA <5.0
<W <ll.30 <3.0 NA NA <5.0
<W <ll.30 <OO NA NA <5,0
" <0.30 <OO NA NA ,o
" <0.30 <OO NA NA ,o
" <0.30 <)0 NA NA ,o
" <ll.30 ', NA NA <5.0
" <03.0 ,., NA NA <5.0
" " <00 NA NA <5.0
" <ll.30 <00 NA NA <5.0
<(0 <0.30 <OO NA NA <5.0
<(0 <0.30 <OO NA NA ,o
" <ll,30 <00 NA NA () 0
"o <ll.30 <OO NA NA 28.0
'"' <0.30,, <3.0· NA' NA" 9.0 • ". <ll.30 • <3.0. NA, NA' <5.0 •
'""' " u '"
-- - --
Will Date
N"'"""
MW• """' -7131/96
'°'"' 7/31/96
'""" """ 5112197
wn
ll/12/91
(DUP2) 2/5/98
""'' '16198
"'"' (DUP-1) "'"' !lf]/98
lll:l/98
"""' (DllP-1) """' 5/IJ/99
(DUP-1) 5/11199
81'199
(DUP-1) .,,,.
"""' (DUP-1) """' l/17/00
(DUP-l) 2/17/00 -(DUP-1) -"'"' . (DUP-1) "'"' '
Rc:wcdialion Performance Standud
NA~ Not Analyzed
-- -
Chlcroform 1,1 -Dk:hloroel.bane L. l • Oichloroelhcn•
(uitll.) (ug/l) (ug/l)
<1.0 '" <,0
<>0 '" <,0
<>O "" <,0
<,0 '"' <,0
<5,0 "' <5,0
<1.0 " '·' <,0 ., " <l,0 " n
<LO .. " <5.0 '" " <>0 (00 <,0
<W " ,.
<,0 "' "" <W " '" <W " "" <W " ,oo
"' " '" <W " "" <W " "" <>0 ., "' <>O ,. '"' <W " "" Q> q, ,.,
<H Q> '"' <" <n '" <" <» '" <» <» '" <" Q> '" <:15• <H • ,oo.
Q>' q,, 410 •
;,oo
DL•Dilution OOP-~
-- -
Table 5
Groundwater Quality Summary
Macon/ Dockery Site
Richmond County North Carolina
-- --
Cis/trnns-l,2•Dichlomethc:ne Methylene chloride Tctrachloroethenc l,l,1-Trichloro=thane Trichlorocthylcne Vinyl chloride ,_,
(uwl..) (ug/l) ( ·, (u•") ( ., (ug/l) (ug/l)
" " " <,0 " " <,0
"" <W <>O <,0 n "" <,0
"' QO " <,0 " '"' <>O
"' qo <>O <,0 " ,oo <,0
(00 <,0 <,0 ' " ,., "' " <2.0 ,., " u " '. " 4.0 .. " ,, • QO
" 4.0 " H " , .. <,0
" <2.0 " " ., " <>O
'" <,0 "·' ' ,. ,oo "' "' <,0 <,0 «o " " <,0
'" <,0 " <W " " <,0
"" <,0 " " "' " <5.0
"' QO " " " " <W
)00 <,0 n " " " <W
'" <W n " " <W <W
'" <>O " " n " <S.O
'"' QO " " " " <W
"" <W " ,. " " <>O
"' <,0 n " " " <>O
'" <W " " " " <>O
"" QO " ., n " <,0
"' "" .. .. " Q> <n
"' "" .. ,oo " q, <"
"' <,0 " .. " Q> q,
'" <,0 .. .. ,. <» Q>
"' <,0 " .. ,. <" <»
,oo <,0 ~ " " Q> q, , ... <,0 " . " " Q>. q,. ,., ' <,0 " . " . " <25 • <25.
,oo
----
Toluene ,..,..,
<>O
<,0
<,0
<,0
<5.0
<LO
<,0
QO
<,0
"" <W
<W
"' <W
<W
<W
<5.0
<W
<>0
<>0
<>0
<,0
<n
Q>
<"
<"
<»
<"
<25;
<25 •
woo
----L___ --w,u "'" "'"""" MW, 2/13196 """ 7/31196 (DUP) 7nl/96 ll/6/96 215197 5112/97 . .,,, ll/Jl/97 (DUP 2) "''" ""'' ""'' .,.,,. (DUP-1) «nm ll/31911 11/3'98 "'"" (DUP-1) "'"" 5113/99 (DUP-ll 5113/99 8/5/99 {DUP-1) 1115199 »nm (DUP-1) »nm 2117/00 (DUP-1) 2117/00 -(DUP-1) "'"' "'"'' (DUP-1) "'"'' llcmediatfon Performance Swu1ard NA• Not Analyzed -Total Xylems (u~II) "" ,., "" "" )) '' <OO <OO "'' "" "" <><> "" «o <)0 <)0 "" "" <)0 <)0 "" "" 4) 4) 4) 4> "'" 4> "'. "'. ---"' --·· """'"'-,-•, ( -•) 160•FJ2 ))00 ,,. ,., <,0 "' '" '" '" " ,oo " <W .. " '"' <,0 75.7 "" " «00 " <<OO " "" " <<OO <,0 <<OO n <<00 " "" " "" " <(00 " <<OO " <(00 " <(00 " "'"' O>O "'"' ))00 "'"' no "'" "' ))00 " "'"' " <620 • "'' <620 • ,.. ' -·-· S,00 ,. " ---Table 5 (Continued) Groundw•ter Qu•lity Summ•ry Macon/Dockery Site _Riebmond County, North Carolin• --&ryllill "-"= Nod<d v-,,,.,._, ,..,_, ( ") (u ~) (u~II) '"' ., "oo "oo ,00 "oo <5.0 ,.. '" "' "'" <>O )000 , .. " ))00 <>.O "00 '" " »o <>O "00 " "" ,co <S.O "oo "' "" ))00 <5.0 i,oo <00 "" '"' <>O """ '"' " l070 <5.0 -'" ""' ... <>O '"' .. "" '" <>O -" "" '"' "'' '"' " "" ,00 <>O .. oo " ""' "" <>O '"' " ""' ))00 <>.O >)00 , .. ""' ))00 <C5.0 ,000 ,., ""' , .. <S.O HOO " "" "' <5.0 "oo " ""' ))00 <5.0 l<OO ))0 ""' '" <:S.O noo (00 "" ))00 <5.0 -,oo "" "" <5.0 noo ))0 "" "" <>.O "o ,., '" HOO <5.0 '"' ))00 '" "" <:5.0 )00 ,oo " "" <5.0 "' '" " '" <5.0 " " "" , .. <5.0 " TT "" (,00' <5.0 • '"' . ]10 • " -(,00' <~.o . , .. -]~0 • " . ··--(000 .. " ... (00 --" -- --- ---"" c.dml= ..... Mo:raII)· C}'anidc Suspeaded Solids ,_, ,,.._, ( -•) ,..,_, ,..,,_, ( . ) ,,. " " NA "" ... no <0.30 )) NA <,0 ))OO "' <O.JO )) NA NA '" '" <0.30 " NA NA '" " <CUO <)0 NA NA "o " ' <J.o NA NA '" " <0.30 '' NA NA ... '" u '' NA NA '" 81.4 « <3.0 NA NA "' " <OJO '' NA NA ><O " <0,]0 " NA NA '" " 0).)0 «.o NA NA " " <0.30 <)0 NA NA " <W <O.JO <)0 NA NA " " 0.70 <)0 NA NA '" " o"' <1.0 NA NA '" " <0.30 <)0 <0,20 NA '" " <0.30 <) 0 <0.20 NA "o " 0.39 <)O "'" NA "' " o.JO <)O <0.20 NA '" " 0.79 <)0 <0,20 NA "' " 0.36 ' <0.20 NA '" "' <O.JO " 0.59 NA (,00 = 0.39 " 0.58 NA '"' ))0 <O.JO ,, 0.7J NA ))00 " <0.30 '' 0.61 NA ))00 " <0.30 <,0 o" NA " " <OJO <J.O 0.31 NA ))0 120 • <0.JO • 6.0 • I.I • NA· 510 • 130 • <O.JO; 6.2 • 0.97, NA" j70 • ·--,ooo .. " " (( .. , '"
- -- - - ---
Well Date Chloroform 1,1 • Dichlorvethanc ].l -Dii;hlommellc N-1""1-) ,..,,_, {u<>II)
MW-II 2/1'/96 <1.0 <1.0 " -<1.0 <1.0 ,,
'"""' <1.0 <,0 '' ll/6196 u <1.0 '·' 2/4/97 <1.0 <1.0 '' 3112197 <1.0 <1.0 ., . .,,., <1.0 <,0 ,.,
l 1113197 <1.0 <1.0 ' 2/5198 <:J.O <1.0 ,, ,.,,. <1.0 <1.0 '' """' <1.0 <l.0 1,
il/4/9S <1.0 <1,0 " YIOffl <:1.0 <1.0 1,
5/1219'9 <1.0 <1.0 1., .,,,, <1.0 <1.0 <1,0
"""' <1.0 <,0 1.,
2/17/00 <1.0 <,0 ,.1 -<1.0 <1,0 1., """". <,0 ' <1,0 <1.0
MW-19 2/13196 <l.O 2!0E " (DC) 2{13196 <)O "" <1.0
""" <1.0 " " (DC) """ <l.O " ' 1131196 <l.O <1.0 " !!/6/% <1.0 " 110 mrn <" "'' "" 5/12/91 <5.0 ,., " . .,,., <l.O ., «
l\/12191 <5.0 " " "'"' <5.0 <5.0 " 516198 <;J.0 '" " """' <5.0 '" •• 11nm <5.0 " ..
mom <2.0 "'" " 5113/9-9 <5.0 <5.0 <50 .,,,, <5.0 <5.0 ,.
"""' <5.0 <5.0 " 2117/00 <5.0 <5.0 " '"'"' <2.0 ,.o " .,,,.,,. <2.0 • s . .i • " -
Rem<dlll.uon Performance SWldard ""' NA• Not AllalJ"ZC<I DL • Dihrtlon
--- -- - -
Table 5
Groundwater Quality Summary
Macon/ Dockery Site
Richmo d County North Carolin • •
Cisloaru-l ,2-Dichlorocihcne M=tbylcne ci>loride Teu,,chloroelhcne
(ug/L) ( -·) (u·")
<l.O <,0 <1.0
<1.0 <;0 <,0
<l.0 <;.O <,0
<1.0 <;.O <1.0
<1.0 <;.O <1,0
<:1.0 <;.O <,0
<1.0 <2.0 <,0
<1.0 <2.0 <1,0
<LO <;.0 <l.0
<1.0 <;.0 <l.0
<I.O <;.O <l.0
<1.0 <;O <1.0
<1.0 <,0 <l.O
<1.0 <,0 <l.0
<1.0 "'" <1.0
<:\.O "'" <1.0
<1.0 "'" <l.O
<l.O <;.O <l.0
<1.0 <2.0 <l.O.
" u ,.,
100 <;.O <l.O
" "'" ,.,
B <2.0 <l.O ., "'·" " 1,0 <;O " uo <50 n
~ <IO <5.0
" <2.0 " " <IO " '" <IO '' " <2.0 " " <IO " " <IO '" " ~.o '' " <IO " " <10 '' " <IO <5.0
II <IO <5,0 ,., ~.o '" " ~o 12.0
"
l, l. I-Trichloroethane
(··-")
<1.0
<1.0
<1.0 u
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<!.0
<!.O
<1.0 -
" <].0
,.1
<l.O
" «
" '·' II
" " ,., ,.,
" ,.1
" u
H
'' " 12.0 •
,oo
Trichloroeth}'lene Vinyl,;bloridc ·-· (··-·) (ug/L) ,..,,.,
' <)O <1.0 ,, <1,0 <1.0 , .. <\.O <:J.0 ,., <)O <1.0 ., <1.0 <l.0 • <1,0 <:J.O ,, <1.0 <1.0
'' <1.0 <1.0
'' <1,0 <1.0
0 <>" <1.0
'' <1.0 <:J.0
" <LO <1.0
'' <1.0 <1.0
,.1 <1.0 <1.0
1., <1.0 <1.0
'' <1.0 <:\.O ,, <1.0 <1.0
" <1.0 <l.O u -<1.0 -<1.0 •
'' 910E " <1.0 .., <1.0
u 100, <1.0
'·' " <1.0
" " I
" <IO <10
" "'' <"
H <5.0 <5,0
" " <1,0
II <5.0 <5 0
'' <S.0 <5.0
" u <1,0
" .. , <5.0
" <5.0 <5.0 ,.o <;.O <2,0
,.o <S.0 <5,0
<5.0 <5.0 <5.0
<5.0 <S.0 "'0
<5.0 <5.0 <,0
'' <;O <2.0
,.1 -<;.O -<l,0-
-- --
Toluene
(··-")
<l.0
<1.0
<,0
<1.0
<1.0
<,0
<1.0
<1.0
<1,0
<1,0
<1.0
<1.0
<1.0
<1.0
<l.0
<l.0
<l.O
<l.0
<l.O •
<l.O
<l.O
<1.0
<l.O
<l.O
<IO
"'' <e5.0
<LO
<5.0
<5.0
<1.0
<S.0
<5.0
<;.O
<5.0
<5.0
<5.0
<5.0
<;O
<2.0 -
IOOO
- - - -L-... - -Wdl ""' Nw,ba MW•ll 2/14/96 "'"' '""" ]]/6/96 ""'' 5/12197 ..,,, l llll/97 215/98 516198 "'"' l l/4/98 """' 5112/99 .,,,, """' 2/17/00 -W/00 • MW-19 2/13196 IDLI 2/IJ/96 """ {DLJ """ 71'.11/96 1116/96 215191 5/12197 "'"' 11112197 """ -"'"' l 1/3198 21]0199 S/ll/99 """ ] ]/21\19 21]7,'00 --"'"". Remcdlation Perlormancc SWldard NA• Not Analyzed - -To131Xylmes A-Cl>romi~ (uvi.) (ug/L) <·•• I <3.0 <IO <IO <30 <IO <IO <3.0 <IO <IO <3,0 <IO <IO <3' <IO <IO "'' <IO <IO "'' <IO " "'' <IO 16.6 "'' <IO <IO "'' <IO <IO <3.0 <IO <IO "'' <IO <IO <3.0 <IO <IO "'' <IO <IO .,, <IO " .,, <10 <IO "'' <IO II <l' <IO " <lo ~ <:10 , 11· ., ' 24"F32 llO <30 <IO <IO <3.0 <IO " <3.0 <IO <IO <30 <IO " <30 <100 '" .,, """' 310 <I> <,0 <IO "'' <IO " <I> <,0 n2 .,, <,0 ll <3.0 <IO " "' <,0 " <I> '"' <IO .. , <10 " .,, <,o II .,, <,o "' '" <,o '" .,, <,0 ll0 ... , <l<I 1000 ..., <,o • 2400 • ... ,oo ----'"' . . "' ---Table 5 (Continued) Groundwater Quality Summary Mac:on/Dockcry Site Richmond County, North Carol' .. Barium Berylliu .,.,.,.._ "'""' Vanadium ,,.,._, {··•' I (11~) , ...• , ,,.,._, '"' ""' ., <Ml <,0 " ""' " «o <>0 ll0 <,0 " «o <,0 "' ""' " «o <,0 " <5.0 " «o <,0 .. <5.0 ,., «o <,0 '" <5.0 '" <Ml <,0 ll0 ""' '" <Ml <.SO " "·' " <Ml <,0 " <.SO " «o <>0 ll0 .,, " «o <.SO 110 ""' " «o <,0 100 <.SO II «o <,0 " <5.0 " <Ml <30 "' .,, 100 «o "'' '" <5.0 " <Ml <30 '" <5.0 ll <Ml <,0 '" <5,0 " <Ml <,0 230 • <5.0. " «o. <511 • '" ""' ""' " <30 <IO <.SO "'·' «o <,0 '" .,, 3100 " <,0 <IO .,, .,, <Ml <,0 llO "'' ,= " <,o '" <5.0 1'00 '"' <,0 ll0 <5.0 1'00 " ""' ~ <5.0 1'00 <Ml <,0 110 <5.0 1000 <Ml <,0 '" .,, 1'00 "' <30 ., ""' llOO <Ml <,0 " "·' ,000 <Ml <SI '" <5.0 3100 « <,0 '" <>0 noo «o '" '" <3.0 1>00 «o '"' " ""·' '"' <Ml <,0 100 <3.0 '""' " " '" <3.0 ""' '" " '" .,, '"' " <,0 '" '" '"" '"' " '". <5,0 4 2100 • "" . '". ·---•= " 100 "' - -- - -- --"" ,,_,,,. ...., '"""' C,>wd< S11SJ1cndcd &lid!I ,...,., (ug/L) {···• I (u•n) { ·, (IQg/L) " <0.JD ,., NA <IO "' " <0.30 ,., NA <IO ' ll <tUO <3.0 NA NA " <10 <().30 <3' NA NA • " <0.30 <l.O NA NA " <10 <0.30 <3.0 NA NA <5,0 " <ti.JO '' NA NA "' 20.7 <I <l NA NA 110 <,0 <0.30 II NA NA " <10 <0.30 <3 NA NA " <,0 <Xl.30 ,., NA NA " ll <().30 .,, NA NA ll " <0.30 "'' NA NA <:5.0 " <0.30 <3.0 NA NA <5.0 " <iUO '' NA NA '" " <0.30 .,, NA NA '"' <,0 <().]0 .,, NA NA " " <0.30 .,, NA NA " " . <0.30 • ". NA• NA· 920 • <,0 <0,30 "'' 0.51 <IO " <W <0.30 .,, <0,20 <IO <e5.0 <lO <0.30 <3.0 0.22 <IO " <lO <0,0 <3.0 <0.20 <IO <5.0 <10 <0,30 <l.0 <tl.20 NA " <10 <0.30 "'·' <(l.20 NA " " <0.30 "'' <0,20 NA " "'' <:0.30 <J.O 0.12 NA II <lO <0.30 <3.0 <0.20 NA " '" <1.0 <3.0 <tl.20 NA ll0 "'' <O.:lO <3.0 <0.20 NA ll <10 <0.30 "'·' <:0.10 NA " " <0.30 "'·' <0.20 NA " " <0.30 "'' <0.20 NA ' " <0.30 "'' <0.20 NA " <lO 0.30 <3.0 <111<1 NA " " <0.30 ,, "' NA ,., " <0.30 '' 0,23 NA "" <lO <0.30 "'' <0,20 NA "' " <0.30 "'' <0.20 NA "" "· 0.85 • 9.2 • 0 81 • NA• 1300 • """ " I.I '"
-----
Well Date
N-
Upper Macon
MW-21 2/U/96
""" '"""' tin/%
""'' 5/12/97
""'' ! 1/11197
""" S/5198
&16/98
11/3/98
2/11/99
S/12199
""" 11/3/99
2/17,00
:'i/9/00 .,,,.,,
MWB 2/J'j/96 "'~
(DU>') :'ill/96
7/30/96
11/61%
2/4/97
5112197
""'' I Ill 1/97
2/5/98
515198
8/6/98
I 1/4198
"'"" 5/13/99
""" l l/319-9
2/17/00 -.,,,.,_
Remediation Pfflorman,;c Standanl
NA" Nol Anal)-zcd
- - -
Chloroform I,! -Dkhloroclhane l, 1 • Dichlorocthene
(u•/1) '""' (U"h)
<1.0 ,, <1.0
<J.0 '·' <l.O
<1.0 <1.0 <LO
<1.0 ,., <IO
<1.0 ,., <IO
<:1.0 ,., <IO
<:1.0 '' <1.0
<].0 '' <l.O
<:1.0 <1.0 <l.O
<1.0 '-' <1.0
<IO <1.0 <IO
<1.0 <1.0 <IO
<IO " <l.O
<:].0 <l.O <1.0
<l.O <1.0 <],0
<1.0 I.I <1,0
<IO <].0 <IO
<IO u <!.O
<1,0 • " <1.0
<1.0 ,., <1.0
<IO ,., <1.0
<1,0 ,., <1.0
<!.O '' <1.0
<1,0 " <1.0
<IO '' '' <1.0 ,., H
<1.0 .,, ,.,
<1.0 ,., ' <1.0 " ,.,
<1.0 " '' <1.0 '' <l.O
<1.0 " ,.,
<1.0 " ,.,
<1.0 " '' <1.0 " <l.0
<1.0 " '' <1.0 " u
<1.0 " '' <1.0 " , <l.O •
""' DL• Dilution Dllf•dop-
-- -
Table S
Groundwater Quality Summary
Macon/ Dockery Site
' moo d Co nty North Carolin■ "
-- - -
Cls/traru-1,2-Dichlorocthene Methylene: chloride Tetrachlorocthenc l,l,1-Trichlo=thane Trichlorocthylene vin,·lcltloride ,_,
(ug/L) (Ug/L) (···" I (ug/L) {u"' ) (ng/L) (···" I
<1.0 "'' " <1,0 ,, <1.0 <1.0
<1.0 "'' <1,0 <1.0 <1.0 <1.0 <1.0
'' "'' <1.0 <1,0 '' <1.0 <1.0
<IO <2,0 <1.0 <l.O <1.0 <1.0 <1.0
<IO <2.0 <LO <1.0 '' <;J.Q <1.0
<IO "'·' <l.O <1.0 ,., <:1.0 <1.0
<IO "'·' <1.0 <l.O '' <1.0 <1.0
<IO "'' <1.0 <IO ., <:1.0 <1.0
<IO "'' <1.0 <:1.0 ,., <1.0 <LO
' <Cl.O <1.0 <IO ' <1.0 <:J.0
<1.0 <2.0 <1.0 <1.0 " <1.0 <:].0
<IO <2,0 <1.0 <1.0 ,., <1.0 <1.0
<1.0 "'' <1.0 <1.0 .,, <1.0 <1.0
<IO <2.0 <1.0 .q_Q ,., <1.0 <1.0
<1.0 <2.0 <1.0 <:1.0 ,., <1.0 <1.0
'' <2.0 <1.0 <1.0 .,, <l.O <1.0
'' <2.0 <1.0 <1.0 .,, <IO <l.O ,, <2,0 <1.0 <LO " <IO <1.0 ,., <,0 <1.0 <LO ,., <l.O • <1.0,
'' "'' <LO <l.O " <I.O <1.0 ,., "'' <1.0 <1.0 " <1.0 <l.O
'" <2,0 , .• <1.0 " <l.O <l.O •. , <,0 <l.O <1.0 " <l.O <l.O
" <,0 " <1.0 " <1.0 <l.O .., "'' ,., ' " <1,0 <IO
" "'' ,., <l.O " <1,0 <IO .,, "'' '' <l.O " <1,0 <IO ,., "'' H <1.0 " <1.0 <!,O
" <,0 '-' '' " <IO <1.0 .,, <,0 '' ,., " <1,0 <IO
'' "'' u ,., " <1.0 <1.0
" <2,0 '' '' " <1.0 <1.0
'' <,0 '' u " <1.0 <1.0
" <2.0 ,., '' " <1.0 <1.0
'' "'' '' ,., .,, <1.0 <1.0 .,, ""' , .• '' '·' <1.0 <J.O ,., <2.0 ,., ,., '' <J.0 <1.0 .,, <2,0 '' ,., .,, <l.O <1.0
5.3 , <2,0 1.6 • @U 6.7 • <l.O <l.0 •
" ,oo
----
Toluene
(U"h)
<1.0
<1.0
<1.0
'' <IO
<1.0
<I.O
<1.0
<1.0
<IO
<1,0
<1,0
<1,0
<IO
<IO
<IO
<1.0
<1.0
<1.0.
<IO
<IO
<1.0
<1.0
' <1.0
<1.0
<1.0
<1.0
<1.0
<l.O
<l.O
<l.O
<J.0
<l.O
<l.O
<J,O
<J.O
<1.0
<1.0;
1000
il ~ § "
i~~=~~~=~~~~~~~=~~~~ !""••~• ~~=$~>$0°0•
. ~--• •· ~--··•···
l\ l\l\l\l\l\l\l\l\ ll titill l\til\l\l\ Cl\ O 000 O 0000 b bOO 00000 O 0 8
ii ""-/\Af:_/\IIA/1 /\/\A" 1\/\/\(:JAA._, 000 0 0 0 0 00000 0000 o 00°
• ~ss~~~ss&&&&&&&&ss~~
§ ~@@@ti@@@@@@@@&@@@~~
-().(). 0..t;.t;. (). ().().().(). (). ().().t;.(). C..().b.b.."' oOOOObObbbbbOObbb"obw
• 8 8::!S §~s~:.:~ :::i:: =~~je ~ ~
8 £H&••H£HHHH£&£
• @@@@@@@@@@@@@@@@@@~~
§ t~Q~t~Q=QQQQQQ&Q~Q~S
'
" :~~~~~~::::~~::~~~:~
" ~ee~~~~eeeee~ee~~e~~
88$j$$$888$z8P8$888P -~~~~~~~~~~~>~i~~~~~~
;; ~~~~~~~~~~~~~~~~~a~a
i~;~~i~i~~e~~i~~~e,i
H "' -f !
~-~-i~~-~,.,,~=~~~-~,.,,~ •cs "=S•·$=$~,s0 ~. -~~. ~·-··-~-~--~ ,
l\ l\ l\CiCltil\t.l\l\l\ l\ C.Citit. l\l\Ci OObOOObOObbbbbboooo
A/\IIAAA"""""""IIAll"-1\1'1
0000000000000000000
A A A II II /\ /\ /\ I, " /\ /\ I\ A A I\ /\ " /\
0000000000000000000
@@@@@@@@@@@@@@&@@@@
eeeeeeeeee~eee~eeee
().().().().().().().().().().().().().().().~().().~ 00o6b0bb6b0bbbb~oow
£££&£££££££££££££&£
@@@@@@@@@@@@@@@@@@@
QQQQQQQQ~QQQQQQQQQQ
~::::::::~:e:~==~::
66666~66666666666~6 ooobbwobobooobobo o
~~~t~~~~~~~~~~~~~~~
~~~~~~~~~~~~~~~~~a~
~~~~~~~~~~~~~~~=~~~
z, i • {
w
;/ -,: ~-~ -' ' ->
~§ -.
~r -c a ~--! • ~i
-f q; . -,
~~ -e
< ~i
~N s -"
d -1
Sc eR
-< ~j
3,? 1' l -· _f a• 1'• -,
~
I I I I I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
-- ---- - -
wa, Date Otloroform 1,1 -Dichloroethane LI -Oichloroethc:ne
Number '""'' (uwl,) (u•n)
Lowc:rMae0n
MWJa 21W96 <1.0 "' " (DC) 2114196 <1.0 " w -<:1.0 " " 7/30/96 <2.0 .. " ll/6/% u " " ""'' <1.0 " " 5/1219'1 <2.0 " ,.
""'' """ " " 11/11/97 "' " "' 215198 <1.0 " " 516198 <).O " ,.
sn19s <1.0 " " 11/4198 "'" " '' 2110/99 "'" " ,.,
5/13199 <!.O " '' 815/99 <1,0 " '' 11/3/99 <1.0 " u
"'""" <1.0 '' u ,moo -<1.0 '' '" ,moo· <:\.O , 4.0 • <1.0 •
MWll 2114/96 <:1.0 '' .. ,
""" <1.0 ,. '' 7f30/96 <1.0 '' " !l/6196 <I.O ) ' " 214/97 <1.0 " '' 5112197 <1.0 " '' ,nm <1.0 '' " l J/11/97 <1.0 '' '' 2/'J/98 <1.0 " '' 516/98 <1.0 '' " ""'' <l.O '·' u
1114ffll <1.0 '' <1.0
2110199 <1.0 ' <1.0
5/13199 <1,0 '' <1.0
815199 <],0 , .. <1.0
11/3199 <l.0 ' <l.O
"'""" <1,0 '' <1.0 ,.,., <l.O " <1.0
,moo, "'" " . <1.0,,
Remediation Perfonnancc: Standard
NA s Not Analyzed Dl-Dilution DUP-duph,..,
'---
--
Table 5
Groundwater Quality Summary
Macon/ Dockery Site
Ricbmood County North Carolina
-- - -
Cis/trans-1,2-Dichlon>ethene Methylene chloride Tetrachloroethenc l, !,I-Trichloroethane Trichloroettii-lene Vmy! chloride ,_,
(ug/L) (ui:IL) '""'' (u&'l,) {uo/1) (u-~) '""'' •• <20 '' ,rn ,. <:\.O " •• <2.0 <1.0 " " <1.0 <LO
<1.0 <2.0 " " <20 '80 <1.0
' <-<O <2.0 " '' <2.0 ,.,
'' <2,0 <!.O " " <1.0 " " <2.0 '' " " <1.0 '' '' 4.0 "'" " .. <2.0 <2.0
<2.0 <-<O <>O w "'" <2.0 <2.0 .,, "'" .,, " "' "' "' ,.e <2.0 "'" " '' <l,0 <LO
"'" "'" "'" '" H "'" "'" -<1.0 <2.0 <1.0 '" '' <1.0 ' <l.0 <2.0 <1.0 " '' <1.0 "'" <1.0 <2.0 <1.0 " '' <:1.0 "'" <1.0 "'" -<1.0 " '' <1.0 "'" <1.0 <2,0 -<1.0 " <1.0 <1.0 <1.0
"'" <2,0 <1.0 " <l.0 <1.0 <1.0
"'" <2.0 <1.0 '' <1.0 <1.0 <l.0
"'" <2.0 <1.0 '' <l.O <1.0 <l.0
<l.0 <2.0 <1.0 5.1 • <1.0. <=1.0 <:1.0 .
" <:2,0 <1.0 " '' <).O <2.0
"'" <:2.0 <A " '' "'" "'" " <2.0 <!,O " '' <l.O <l.O
<LO <2.0 <1,0 , .• " <LO <l.O
<l.O <2.0 <l.O '' '' <(O <l.O
<1.0 <2.0 <l.0 ,., '' <1.0 "'0 u <2.0 <l.O " '' <1.0 <l.O
'' <2.0 <1.0 ' " "'" <!.O
' <2.0 <LO " '' "'" <LO
'' <2.0 '' " 0 <1.0 "'" '' <=2.0 <1.0 '' '' <1.0 <1.0 ,., <2.0 <1.0 <1.0 '' <1.0 <=1.0 ,., <2.0 <1.0 <1.0 '' <1.0 <1.0
" "'" <1.0 <1.0 , .• <1.0 <1.0
'' <2.0 <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 u '' <1.0 <1.0
1.7. <2,0, <1.0 • '' -'' <1.0 • <1.0 •
,oo
----
Toluene
'""''
<1.0
<1.0
<l.O
<20
<l.0
<1.0
<2.0
"'" "' <LO
<2.0
<1.0
<LO
<1.0
<1.0
<:1.0
<1.0
<1.0
<1.0
<=l.O.
<2.0
"'" <l.O
<l.O
<l.O
<1.0
"'" <1.0
<1.0
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<:].0
<1.0
<l.O
<! 0 ..
""'
f " 'i!H • " -_, -~ !
ii~s•~~c~~sss~•ci~~ §~~§§~.-~;~§§~ § . -~§~-~~~-~~~=iy~-~~~~ . §~~i§ii~~§-~§J!~~~
66666666666666666~~ eee~~~ee~!!~!eee!eee bbbbbbbbbbbobbbbobb
~~~~~~~:~~;~~~;~~~~ 1\1\/\A/\/\/\AAl\l\l\f:,I\/\AI\/\I\ I\ QOOOQQOQQ~O~o~OOOOOO
~~&=&= = &:::::::: = &&:::;= &=:::= ~=~~~~~;&&=~::::~~~~~s~
8~@~~?e@~s~@~~~@ct~~
·••§§••············· aa&aaaaaaaaaaaaaaaa aaaa~aaaaaaaaaaa~aaa bbobbbbbbbbbbbbbooo ~bbb~bbbbbbbbbbbYbbb
i~~~ss~~~~~E~~s~~gij §ss•~•i•••••••••i§~•
••••••••••••••••••• ·••"••·············· ~?..@@@@@@@@@@@@@@@~§ @@@:;;9ss@@@@@s@:: sE:.1@e:
i8~~~t~~i~e:~s~~=j~s s~r©S§S~~~~~~~~ESS~~
.$AA·$--·88~~$$$~~-88888?88888~8888?888 =========~~b======= ~~--~=~---~b~~=-~~~~
~gei=~~eoooe:~~t~~= :: ,-.,t)_..,_"' ,-.,t)t)-.1 ... <IO ,,.. __ ...,.., 6-o 00 0'""'"" -.1-00;,..;,,,:.,;..,"' '-''-'0 o -.1
zzzzzzzzzzzzzzzzzzz PPPPPP8PP8P8PPP8P-8-►►►►►►►►►►►>>►►►>>> ~-~~~~~8~~~~~~b~~~~'-'
~~~~~~~~~~~~~~~~~&& ~~~~~~~~~~~~~~~~~&&&
~s~aij~g~~*~~~gg~s~s §§g~jS~~~~~t~8~g§§~3
z, I• [
i
" ii
' ~> ~I -.
"~ ei
~• i ~. _,
• ~~ -· if ll . -,
~~
< ~J
~~
~J -1
H
H
~!)
~l -• r H 'I-. -. ~
I I I I I
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I
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I
I
I
I
I
I
I
I
I
I
I
I
Sample
I Location
VE-01 2/22/%
6/5/96
111196
11/8/96
I 6/23/97
I 1/13/97
6/19/98
11/4/98
I 5/13/99
11/3/99
5/8/00
OW-I 2/22/96
I 615/96
7/1/96
l l/S/96
6/23/97
11/13/97
I 6/19/98
11/4/98
5/13/99
11/3/99
5/8/00
I OW-3 2/22/96
615196
7/1/96
I 11/8/96
6/13/97
11/13/97
6/19/98
11/4/98
I 5/13/99
11/3/99
5/8/00
OW-5 2/22/%
I 615/96
11/8196
6/23/97
11/13/97
6/19/98
I 11/4/98
5/13199
11/3/99
5/8/00
I SVE Exhmust 2/14/96
2/15/96
2/16/96
4/3/96
I 6/5f}o
111196
'""" 215191
6/23/97
I 8/7/97
11/13/97
2/6/98
5/7/98
8nt98
I 11/4/98
2/11/99
5/13/99
8/5/99
I 11/3199
5/8/00
8/3/00 ·
I
Table 6 (Page I of 3)
Air Quality Summary
Macon/Dockery Site
Richmond County North Carolina ' Chloroform 1,2-Dichloroethene
mP/mJ mJ:,fml
<IO <IO
<IO <IO
<]O <IO
<IO <IO
<IO <10
<2.0 2.3
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<1.0 <1.0
<IO <IO
<IO <IO
<IO <IO
<IO <IO
<IO <IO
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<1.0 <LO
<IO 80
<10 <IO
230 <IO
<IO <IO
<IO <IO
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<LO <1.0
<IO 380
<IO <IO
<IO <IO
<10 <IO
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<LO <LO
<10 <IO
<IO <IO
<IO <IO
<IO <IO
<IO <IO
<IO <IO
<IO <IO
<IO <IO
<IO <IO
<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
<LO• <1.0
Trichloroethene Toluene
mPlmJ mP/mJ
<10 <IO
<10 <IO
<IO <IO
<IO <IO
<IO <10
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<1.0 <1.0
<IO <IO
<IO <IO
<IO <IO
<IO <IO
<IO <IO
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<1.0 <1.0
<IO <IO
<IO <IO
<IO <IO
<IO <IO
<IO <IO
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<LO <1.0
<10 <IO
<IO <IO
<IO <IO
<IO <IO
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<1.0 <LO
<IO 45
<IO 43
<IO 73
<IO <IO
<IO <IO
<IO <IO
<IO <IO
<IO <IO
<IO <IO
<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 1.2
<1,0 <1.0
I
I
I
I ample [::] ocation
I VE Inlet Line 615196
7/1/96
er Docke~ Air Stack 2/16/96
4/3/96
I 615196
7/1/96
8/1/96
11/8/96
2/5/97
I 5/12/97
817197
11/13/97
1/6/98
sn/9s
I sn/98
11/4/98
2/11/99
5113199
I 8/5/99
11/3/99
519100
8/3/00 •
I owcr Dockerv Air Stack 4/3/96
8/1/%
11/8/96
5/12/97
11/13/97
I 1/6/98
snm
Bn/98
11/4/98
2/11/99
I 5/13/99
8/5/99
11/3/99
5/9/00
8/3/00 •
I Macon Source Air Stack 2/16/96
4/3/96
5/3/96
I 615196
7/1/96
8/1/96
11/8/96
115191
I 5/12197
Bn/97
11/13/97
2/6/98
517/98
I sn/98
I 1/4/98
2/11/99
5/13/99
I 8/5199
11/3/99
2/17/00
5/8/00
SflJOO,
I
I
Table 6 (Page 2 ofJ)
Air Quality Summary
Macon/Dockery Site
Richmond County North Carolina ' Chloroform 1,2-Dichloroethene
m2'm3 m2'm3
51 <JO
<JO <JO
<JO <JO
<10 <JO
<JO <JO
<10 <JO
<10 <10
<10 <JO
<JO <JO
<JO <JO
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<1.0 <1.0
<1.0. <1,0.
<JO <JO
<JO <JO
<JO <JO
<JO <JO
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<1.0 <1.0
<1.0 ' <LO '
<10 <JO
<JO <10
<10 <10
50 <JO
<JO <JO
<JO <10
<JO <JO
<JO <JO
<JO <JO
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<LO <1.0
<LO <1.0 •
Trichlorodhene Toluene
malmJ __ ,_,
<JO <JO
<JO <JO
<JO <JO
<JO <JO
<JO <10
<10 <JO
<10 <JO
<JO <10
<10 <JO
<JO <JO
<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
<1.0 <1.0
<JO <10
<JO <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 <2.0
<2.0 <2.0
<1.0 <1.0
<1.0 <1.0
<10 <10
<JO <10
<JO <10
<JO <JO
<JO <10
<10 <10
<10 <10
<JO <10
<JO <JO
<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
<1.0 <1.0
<1.0 <J.0
✓
I
I
I
I
I
I Sample Date
Location
I U/L Macon Air Stack 2/16/96
5/3/96
6/5/96
7/1/96
8/1/96
I 11/8/96
2/5/97
5/12/97
snm
11/13/97
I '16/98
S/7/98
8/7/98
11/4/98
I 2/11/99
5/13/99
8/5/99
11/3/99
2/17/00
I 5/8100
8/2/00 •
Prone Linc '116196
4D/96
I 5/3/96
6/5/96
7/1/96
8/1/96
11/8/96
I 215191
S/12/97
8/7/97
11/13/97
2/6/98
I 5/7/98
8/7/98
11/4/98
2/11/99
I 5/13/99
8/5/99
11/3/99
2/17/00
5/8/00
I 8/J/00
I
I
I
Table 6 {Page 3 of3)
Air Quality Summary
Macon/Dockery Site
Richmond County North Carolina ' Chloroform l,l-Dichloroethene
molm] maim]
<10 <10
<10 <JO
<10 <JO
850 <JO
<JO <10
<10 <10
<10 <IO
<10 <10
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
NS NS
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<1.0 <1.0
<1.0 <1.0.
<10 <JO
<IO <10
<IO <10
<10 <IO
<10 <10
<10 <10
<10 <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
<LO <1.0
Trichloroethene Toluene
ml!fmJ me/ml
<10 <10
<10 <10
<JO <IO
29 <IO
<10 <10
<10 <IO
<IO <10
<10 <10
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
NS NS
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<1.0 <LO
<1.0 <1.0
<10 <JO
<10 <JO
<10 <JO
<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
<1.0 <1.0
.. Not analyzed, Tedlar bag deflated during sample shipment ..
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~
Well
Number
Upper
Dockery
MW 15'
MW 15A
Date
2/12/96
2/14/96
2/15/96
2/23/96
2/28/96
5/2/96
615/96
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/I0/99
5/12/99
8/5/99
11/2/99
2/16/00
5/8/00
8/3/00
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/I0/99
5/12/99
8/5/99
11/2/99
2/16/00
5/8/00
8/3/00
Surveyed
Casing
Elevation (ft)
257.10
257.10
257.IO
257.10
257.10
257.IO
257.IO
257.IO
257.10
257.IO
257.IO
257.10
257.10
257.10
257.IO
257.10
257. IO
257.IO
257.10
257.10
257. IO
257.10
257.IO
257. IO
257.IO
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
257.29
257.29
257.29
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 2!0.98
40.91 216.19
40.78 216.32
42.85 214.25
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
31.9 I 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
38.30 218.99
38.63 218.66
40.85 216.44
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~
Well
Number
MW 18
MW20
Date
2/12/96
2/14/96
2/15/96
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
5/12199
8/5/99
11/2/99
2/16/00
5/8/00
8/3/00
2/12/96
2/14/96
2/15/96
5/2/96
615196
7/1/96
7/31/96
11/8/96
215197
5/12/97
8/5/97
11/12/97
2/4/98
5/5/98
8/5/98
I 1/3/98
2/10/99
5/12/99
8/5/99
11/2/99
2/16/00
5/8/00
8/3/00
Surveyed
Casing
Elevation (ft)
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
242.54
242.54
242.54
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
265.15
265.15
265.15
265.15
265.15
Depth to Corrected
Groundwater Groundwater
(ft) Elevation (ft)
30.99 2 I 1.55
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
37.65 204.89
37.72 204.82
40.21 202.33
24.34 240.81
25.34 239.81
25.65 239.50
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
20.17 244.98
24.32 240.83
28.40 236.75
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~
Well Date Surveyed Depth to Corrected
Number Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
MW25' 2/12/96 227.33 26.90 200.43
2/14/96 227.33 26.79 200.54
2/15/96 227.33 26.83 200.50
2/23/96 227.33 27.80 199.53
2/28/96 227.33 26.09 201.24
5/2/96 227.33 25.43 201.90
6/5/96 227.33 25.55 201.78
7/1/96 227.33 26.26 201.07
7/31/96 227.33 27.38 199.95
11/8/96 227.33 26.29 201.04
2/5/97 227.33 25.27 202.06
5/13/97 227.33 23.77 203.56
8/5/97 227.33 26.30 201.03
11/12/97 227.33 25.52 201.81
2/4/98 227.33 25.46 201.87
5/5/98 227.33 21.28 206.05
8/5/98 227.33 28.37 198.96
11/3/98 227.33 28.80 198.53
2/10/99 227.33 28.82 198.51
5/12/99 227.33 28.24 199.09
8/5/99 227.33 · 30.77 196.56
11/2/99 227.33 32.24 195.09
2/16/00 227.33 29.93 197.40
5/8/00 227.33 27.62 199.71
8/3/00 227.33 31.85 195.48
UD-1 6/5/96 251.50 81.78 169.72
7/1/96 251.50 43.30 208.20
7/31/96 251.50 83.70 167.80
11/8/96 251.50 79.02 172.48
2/5/97 251.50 81.92 169.58
5/13/97 251.50 82.36 169.14
8/5/97 251.50 38.02 213.48
11/12/97 251.50 41.01 210.49
2/4/98 251.50 33.76 217.74
5/5/98 251.50 35.31 216.19
8/5/98 251.50 78.03 173.47
11/3/98 251.50 74.20 177.30
2/10/99 251.50 74.22 177.28
5/12/99 251.50 52.29 199.21
8/5/99 251.50 75.77 175.73
11/2/99 251.50 73.43 178.07
2/16/00 251.50 41.18 210.32
5/8/00 251.50 72.93 178.57
8/3/00 251.50 76.60 174.90
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Well Date
Number
UD-2
UD-3
615196
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/l0/99
5/12/99
8/5/99
11/2199
2/16/00
5/8/00
8/3/00
6/5/96
7/1/96
7/31/96
11/8/96
2/5/97
5/13/97
8/5/97
11/12197
2/4/98
5/5/98
8/5/98
I 1/3/98
2/l0/99
· 5/12/99
8/5/99
11/2/99
2/16/00
5/8/00
8/3/00
Surveyed
Casing
Elevation (ft)
251.42
251.42
251.42
251.42
251.42
251.42
251.42
251.42
251.42
251.42
251.42
251.42
251.42
251.42
251.42
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
249.66
249.66
249.66
Depth to Corrected
Groundwater Groundwater
(ft) Elevation (ft)
38.27 213.15
38.91 212.51
41.15 210.27
41.06 2I0.36
75.03 176.39
78.95 172.47
39.13 212.29
42.18 209.24
35.42 216.00
37.41 214.01
43.50 207.92
78.08 173.34
77.48 173.94
76.76 174.66
75.60 175.82
75.57 175.85
42.33 209.09
78.49 172.93
68.05 183.37
86.42 163.24
44.52 205.14
86.69 162.97
65.81 183.85
40.12 209.54
38.95 210.71
39.16 210.50
42.42 207.24
35.32 214.34
84.67 164.99
83.50 166.16
78.82 170.84
88.09 161.57
73.42 176.24
72.37 177.29
79.06 170.60
42.50 207.16
68.86 180.80
75.15 174.51
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Well Date
Number
UD-4 6/5/96
UD-5
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
11/2/99
2/16/00
5/8/00
8/3/00
6/5196
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
11/2/99
2/16/00
5/8/00
8/3/00
Surveyed
Casing
Elevation (ft)
239.07
239.07
239.07
239.07
239.07
239.07
239.07
239.07
239.07
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
239.02
239.02
239.02
Depth to Corrected
Groundwater Groundwater
(ft) Elevation (ft)
92.60 146.47
35.82 203.25
92.37 146.70
83.45 155.62
93.40 145.67
94.10 144.97
30.77 208.30
34.04 205.03
26.70 212.37
88.35 150.72
39.07 200.00
62.72 176.35
64.14 174.93
87.15 151.92
78.81 160.26
77.21 161.86
33.86 205.21
85.88 153.19
88.62 150.45
28.01 211.01
32.35 206.67
35.00 204.02
34.81 204.21
32.15 206.87
30.59 208.43
30.20 208.82
33.83 205.19
26.12 212.90
70.09 168.93
77.23 161.79
81.40 157.62
45.97 193.05
61.76 177.26
40.68 198.34
42.35 196.67
33.28 205.74
35.83 203.19
34.63 204.39
✓
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~
Well Date
Number
UD-6
UD-7
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
11/2/99
2/16/00
5/8/00
8/3/00
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
11/2/99
2/16/00
5/8/00
8/3/00
Surveyed
Casing
Elevation (ft)
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
240.91
240.91
240.91
255.56
255.56
255.56
255.56
255.56
255.56
255.56
255.56
255.56
255.56
255.56
255.56
255.56
255.56
255.56
255.56
255.56
255.56
255.56
Depth to Corrected
Groundwater Groundwater
(ft) Elevation (ft)
29.60 211.31
34.20 206.71
32.79 208.12
58.25 182.66
56.03 184.88
30.04 210.87
31.05 209.86
34.55 206.36
26.56 214.35
57.83 183.08
64.94 175.97
69.51 171.40
68.86 172.05
70.25 170.66
68.63 172.28
72.92 167.99
33.52 207.39
63.83 177.08
34.90 206.01
33.67 221.89
26.35 229.21
24.78 230.78
16.21 239.35
80.73 174.83
60.14 195.42
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
80.04 175.52
24.23 231.33
20.10 235.46
16.43 239.13
19.71 235.85
26.46 229.10
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Well Date
Number
UD-8 6/5/96
7/1/96
7/31/96
11/8/96
5/13/97
8/5/97
11/12/97
2/4/98
5/5/98
8/5/98
11/3/98
2/I0/99
5/12/99
8/5/99
11/2/99
2/16/00
5/8/00
8/3/00
Surveyed
Casing
Elevation (ft)
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
259.43
259.43
259.43
Depth to Corrected
Groundwater Groundwater
(ft) Elevation (ft)
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
35.51 223.92
37.34 222.09
40.00 219.43
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;~~i~,t-.1~;:;1
Well
Number
Lower
Dockery
MW16
MW24'
Date
2-/L 91,
2114196
2115196
2123196
512196
615196
711196
7131196
1118196
215197
5113197
815197
11112197
214198
515198
815198
1113198
2110199
5112/99
815199
1112199
2116100
518100
813100
2/,i..J,.
2114196
2115196
2123196
2128196
512196
615196
711196
811/96
1118196
215197
5113197
815197
11112197
214198
515198
815198
11/3198
2110199
5112199
815199
1112199
2116100
518100
813100
Surveyed
Casing
Elevation (ft)
/5"9,':)l
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
159.97
159.97
I J'l.,,,9-
132.99
132.99
132.99
132.99
132.99
132.99
132.99
132.99
132.99
132.99
132.99
132.99
132.99
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 (fl)
1, ./ fJ IZ-&. 79
31.40 128.57
31.72 128.25
32.87 127.10
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
33.23 126.74
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
30.21 129.76
NIA NIA
NIA NIA
S.74 lz._7.z.S"
5.75 127.24
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
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
5.01 127.98
7.47 125.52
9.15 123.84
/-z
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Well Date
Number
LD-1
LD-2
615/96
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
11/2/99
2/16/00
5/8/00
8/3/00
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
11/2/99
2/16/00
5/8/00
8/3/00
Surveyed
Casing
Elevation (ft)
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
161.14
161.14
161.14
161.14
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
154.80
154.80
154.80
Depth to
Groundwater
(ft)
32.71
33.52
46.27
56.64
31.13
56.46
56.45
56.47
30.48
55.3
56.45
56.42
56.40
56.40
56.43
56.43
31.32
56.38
NIA
26.93
26.98
35.50
55.39
25.28
54.45
55.49
55.48
25.12
55.02
55.45
55.43
55.40
55.39
55.43
55.40
25.42
57.96
NIA
Corrected
Groundwater
Elevation (ft)
128.43
127.62
114.87
104.50
130.01
104.68
104.69
104.67
130.66
105.84
104.69
104.72
104.74
104.74
104.71
104.71
129.82
104.76
NIA
127.87
127.82
119.30
99.41
129.52
100.35
99.31
99.32
129.68
99.78
99.35
99.37
99.40
99.41
99.37
99.40
129.38
96.84
NIA
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~;~~
Well Date Surveyed Depth to Corrected
Number Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
LD-3 6/5/96 150.02 22.64 127.38
7/1/96 150.02 22.70 127.32
7/31/96 150.02 27.75 122.27
11/8/96 150.02 35.18 114.84
2/5/97 150.02 20.97 129.05
5/13/97 150.02 34.81 115.21
8/5/97 150.02 36.92 113.IO
11/12/97 150.02 44.76 IOS.26
2/4/98 150.02 20.64 129.38
5/5/98 150.02 37.44 112.58
8/5/98 150.02 39.58 110.44
11/3/98 150.02 38.87 111.15
2/I0/99 150.02 40.25 109.77
5/12/99 150.02 42.65 107.37
8/5/99 150.02 43.35 I06.67
11/2/99 150.02 50.98 99.04
2/16/00 150.02 20.93 129.09
5/8/00 150.02 50.64 99.38
8/3/00 150.02 51.00 99.02
LD-4 6/5/96 148.16 20.67 127.49
7/1/96 148.16 20.83 127.33
7/31/96 148.16 24.50 123.66
11/8/96 148.16 29.59 118.57
2/5/97 148.16 18.96 129.20
5/13/97 148.16 29.08 119.08
8/5/97 148.16 30.04 118.12
11/12/97 148.16 32.79 115.37
2/4/98 148.16 18.50 129.66
5/5/98 148.16 29.36 118.80
8/5/98 148.16 31.11 I 17.05
11/3/98 148.16 30.63 I 17.53
2/10/99 148.16 31.09 117.07
5/12/99 148.16 31.92 116.24
8/5/99 148.16 32.77 115.39
11/2/99 148.16 36.77 111.39
2/16/00 148.16 19.37 128.79
5/8/00 148.16 35.31 112.85
8/3/00 148.16 36.74 111.42
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I
Well Date
Number
LD-5 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
11/2/99
2/16/00
5/8/00
8/3/00
Surveyed
Casing
Elevation (ft)
168.03
168.03
168.03
168.03
168.03
168.03
168.03
168.03
168.03
168.03
168.03
168.03
168.03
168.03
168.03
168.03
168.03
168.03
168.03
Depth to Corrected
Groundwater Groundwater
(ft) Elevation (ft)
26.49 141.54
34.66 133.37
45.48 122.55
45.86 122.17
25.51 142.52
50.26 117.77
45.75 122.28
45.75 122.28
18.73 149.30
45.39 122.64
45.76 122.27
45.78 122.25
45.78 122.25
45.74 122.29
45.75 122.28
45.74 122.29
25.06 142.97
45.42 122.61
45.77 122.26
/
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Well Date
Number
!Macon Source Area
MW2 2112196
412196
511196
615/96
711196
811196
1118196
214/97
5112197
815197
11112197
214198
515198
816198
1113198
2/l0199
5112199
815199
1112199
2116100
518100
813100
MW2A 2112196
2114196
2123196
2128196
511196
615196
711196
7130196
1118196
214197
5112197
815197
11112197
214198
515198
8/6198
1113198
2/l0199
5112/99
815199
1112199
2116/00
518/00
813100
Surveyed
Casing
Elevation (ft)
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
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
230.83
230.83
230.83
230.83
230.83
230.83
230.83
230.83
230.83
230.83
230.83
230.83
230.83
Depth to Corrected
Groundwater Groundwater
(ft) Elevation (ft)
I
37.20 194.19
38.33 193.06
38.78 192.61
38.96 192.43
40.52 190.87
43.21 188.18
41.32 190.07
38.83 192.56
34.71 196.68
35.36 196.03
41.54 189.85
37.43 193.96
32.78 198.61
35.93 195.46
38.19 193.20
38.80 192.59
39.99 191.40
40.49 190.90
42.33 189.06
37.84 193.55
38.14 193.25
45.80 185.59
37.45 193.38
37.56 193.27
39.78 191.05
39.00 191.83
38.68 192.15
39.18 191.65
40.37 190.46
43.57 187.26
40.91 189.92
38.70 192.13
35.06 195.77
35.73 195.IO
41.25 189.58
37.22 193.61
32.66 198.17
35.76 195.07
37.90 192.93
38.45 192.38
39.71 191.12
40.39 190.44
42.07 188.76
38.05 192.78
38.35 192.48
42.39 188.44
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~
Well Date Surveyed Depth to Corrected
Number Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
MW3 2/12/96 220.67 26.60 194.07
5/1/96 220.67 28.35 192.32
6/5/96 220.67 28.16 192.51
7/1/96 220.67 29.86 190.81
8/1/96 220.67 30.01 190.66
11/8/96 220.67 28.57 192.10
2/4/97 220.67 26.03 194.64
5/12/97 220.67 27.50 193.17
8/5/97 220.67 26.08 194.59
11/12/97 220.67 28.51 192.16
2/4/98 220.67 23.79 196.88
5/5/98 220.67 21.44 199.23
8/6/98 220.67 23.39 197.28
11/3/98 220.67 24.26 196.41
2/10/99 220.67 42.46 178.21
5/12/99 220.67 25.26 195.41
8/5/99 220.67 26.64 194.03
11/2199 220.67 28.92 191.75
2/16/00 220.67 27.05 193.62
5/8/00 220.67 27.58 193.09
8/3/00 220.67 29.33 191.34
MW5 2/12/96 234.51 37.62 196.89
4/2/96 234.51 37.94 196.57
5/1/96 234.51 38.02 196.49
6/5/96 234.51 38.00 196.51
7/1/96 234.51 39.69 194.82
8/1/96 234.51 39.50 195.01
11/8/96 234.51 37.17 197.34
2/4/97 234.51 35.29 199.22
5/12/97 234.51 33.60 200.91
8/5/97 234.51 36.05 198.46
11/12/97 234.51 38.44 196.07
2/4/98 234.51 32.77 201.74
5/5/98 234.51 28.49 206.02
8/6/98 234.51 31.72 202.79
11/3/98 234.51 33.02 201.49
2/I0/99 234.51 33.61 200.90
5/12/99 234.51 34.64 199.87
8/5/99 234.51 36.71 197.80
11/2/99 234.51 38.98 195.53
2/16/00 234.51 37.11 197.40
5/8/00 234.51 38.27 196.24
8/3/00 234.51 39.92 194.59
/
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Well Date
Number
MW6
MW?
2/12/96
4/2/96
5/1/96
6/5/96
7/1/96
7/30/96
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
11/2/99
2/16/00
5/8/00
8/3/00
2/12/96
4/2/96
5/1/96
6/5/96
7/1/96
8/1/96
11/8/96
2/4/97
5/12/97
8/5/97
11/12/97
2/4/98
5/5/98
8/6/98
11/4/98
2/10/99
5/12/99
8/5/99
11/2/99
2/16/00
5/8/00
8/3/00
Surveyed
Casing
Elevation (ft)
237.13
237.13
237.13
237.13
237.13
237.13
237.13
237.13
237.13
237.13
237.13
237.13
237.13
237.13
237.13
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
228.4 I
228.41
228.41
228.41
228.41
228.41
228.41
228.41
228.4 I
228.41
228.41
228.41
228.41
Depth to Corrected
Groundwater Groundwater
(ft) Elevation (ft)
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 I 98.36
42.45 194.68
43.18 193.95
42.86 194.27
40.74 196.39
40.13 197.00
43.55 193.58
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
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
36.30 192.11
37.01 191.40
46.40 182.01
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~
Well Date
Number
MW8
MW8A
2/12/96
4/2/96
5/1/96
615/96
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
11/2/99
2/16/00
5/8/00
8/3/00
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
2/4/98
5/5/98
8/5/98
11/3/98
2/10/99
5/12/99
8/5/99
11/2/99
2/16/00
5/8/00
8/3/00
Surveyed
Casing
Elevation (ft)
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
234.54
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
234.44
234.44
234.44
Depth to Corrected
Groundwater Groundwater
(fl) Elevation (ft)
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
37.15 197.39
38.69 195.85
42.24 192.30
36.18 198.36
32.60 201.94
35.02 199.52
36.66 197.88
36.69 197.85
37.91 196.63
40.24 194.30
42.64 191.90
38.90 195.64
41.58 192.96
44.28 190.26
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
43.30 191.14
44.93 189.51
47.IO 187.34
44.11 190.33
48.41 186.03
48.10 186.34
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I
Number
MW9'
MW 10
2/12/96
2/14/96
2/15/96
2/23/96
2/28/96
5/1/96
6/5/96
7/1/96
7/30/96
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
11/2/99
2/16/00
5/8/00
8/3/00
2/12/96
2/15/96
4/2/96
5/1/96
6/5/96
7/1/96
7/30/96
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
11/2/99
2/16/00
5/8/00
8/3/00
Casing
Elevation (ft)
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
254.08
254.08
254.08
265.51
265.51
265.51
265.51
265.51
265.51
265.51
265.51
265.51
265.51
265.51
265.51
265.51
265.51
265.51
265.51
265.51
265.51
265.51
265.51
265.51
265.51
265.51
Groundwater Groundwater
(ft) Elevation (ft)
46.60 207.48
46.70 207.38
47.68 206.40
44.03 210.05
46.04 208.04
43.55 210.53
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
39.84 214.24
40.46 213.62
40.98 213.10
41.36 212.72
43.25 210.83
43.89 210.19
48.36 205.72
42.87 211.21
44.45 209.63
41.03 224.48
40.88 224.63
36.98 228.53
35.76 229.75
35.90 229.61
35.96 229.55
35.98 229.53
33.31 232.20
34.13 231.38
33.64 231.87
36.87 228.64
38.41 227.IO
27.34 238.17
26.19 239.32
33.07 232.44
33.78 231. 73
33.85 231.66
34.86 230.65
38.09 227.42
40.02 225.49
37.17 228.34
37.95 227.56
39.65 225.86
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I
Well Date
Number
MW 11'
MW IIA
2/12/96
2/23/96
2/28/96
5/1/96
6/5/96
7/1/96
7/30/96
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
2110/99
5/12/99
8/5/99
11/2/99
2/16/00
5/8/00
8/3/00
2/12/96
4/2/96
5/1/96
6/5/96
7/1/96
7/30/96
11/8/96
2/4/97
5/12/97
8/5/97
11/12/97
214/98
5/5/98
8/6/98
11/3/98
2/10/99
5/12/99
815199
11/2199
2/16/00
5/8/00
8/3/00
Surveyed
Casing
Elevation (ft)
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
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
270.28
270.28
270.28
Depth to Corrected
Groundwater Groundwater
(ft) Elevation (ft)
30.72 241.20
31.00 240.92
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
27.39 244.53
30.73 241.19
36.60 235.32
30.22 240.06
27.05 243.23
28.05 242.23
30.62 239.66
32.15 238.13
33.11 237.17
27.15 243.13
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
27.30 242.98
30.13 240.15
35.15 235.13
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Well Date
Number
MW 19'
UMS-1
2/12/96
2/14/96
2/23/96
2/28/96
5/1/96
6/5/96
7/1/96
7/30/96
11/8/96
2/4/97
5/12/97
8/5/97
11/12/97
2/4/98
515198
8/6/98
11/3/98
2/10/99
5/12/99
8/5/99
11/2/99
2/16/00
5/8/00
8/3/00
6/5/96
7/1/96
7/30/96
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
11/2/99
2/16/00
5/8/00
8/3/00
Surveyed
Casing
Elevation (ft)
236.89
236.89
236.89
236.89
236.89
236.89
236.89
236.89
236.89
236.89
236.89
236.89
236.89
236.89
236.89
236.89
236.89
236.89
236.89
236.89
236.89
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
238.96
238.96
238.96
Depth to Corrected
Groundwater Groundwater
(ft) Elevation (ft)
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
37.10 199.79
35.33 201.56
33.37 203.52
36.45 200.44
38.38 198.51
33.02 203.87
27.69 209.20
31.30 205.59
32.47 204.42
33.08 203.81
34.26 202.63
36.45 200.44
39.06 197.83
37.92 198.97
38.13 198.76
39.75 197.14
44.15 194.81
44.70 194.26
58.60 180.36
58.88 180.08
39.85 199.11
40.80 198.16
49.19 189.77
54.30 184.66
40.65 198.31
43.38 195.58
50.18 188.78
38.80 200.16
39.54 199.42
56.66 182.30
58.78 180.18
43.79 195.17
41.71 197.25
40.27 198.69
44.60 194.36
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I
I
I
Well Date
Number
UMS-2
UMS-3
6/5/96
7/1/96
7/30/96
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
11/2/99
2/16/00
5/8/00
8/3/00
615/96
7/1/96
7/30/96
11/8/96
2/4/97
5/12/97
8/5/97
I 1/12/97
2/4/98
5/5/98
8/6/98
11/3/98
2/I0/99
5/12/99
8/5/99
11/2/99
2/16/00
5/8/00
8/3/00
Surveyed
Casing
Elevation (ft)
236.31
236.3 I
236.31
236.31
236.31
236.3 I
236.31
236.31
236.31
236.31
236.31
236.31
236.31
236.31
236.31
236.31
236.31
236.31
236.3 I
235.75
235.75
235.75
235.75
235.75
235.75
235.75
235.75
235.75
235.75
235.75
235.75
235.75
235.75
235.75
235.75
235.75
235.75
235.75
Depth to Corrected
Groundwater Groundwater
(ft) Elevation (ft)
64.75 171.56
57.60 178.71
64.58 171.73
65.40 170.91
62.15 174.16
37.95 198.36
38.56 197.75
63.59 172.72
56.75 179.56
49.99 186.32
53.66 182.65
57.28 179.03
62.24 174.07
64.71 I 71.60
65.15 171.16
65.07 171.24
41.08 195.23
40.72 195.59
64.83 171.48
43.46 192.29
72.78 162.97
72.87 162.88
73.13 162.62
42.68 193.07
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
39.13 196.62
39.95 195.80
42.06 193.69
44.31 191.44
41.75 194.00
68.22 167.53
46.22 189.53
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I
I
I
I
I
UMS-5
615196
711196
7130196
l 118196
214197
5112197
815/97
I 1112197
214198
515/98
816198
I 113198
2110/99
5ll2199
815199
1112/99
2116100
518/00
813100
615196
711196
7/30196
I 1/8/96
214197
5ll2/97
815/97
I 1112197
214198
515198
816198
l l/3198
2110/99
5112199
815/99
1112199
2116100
518100
813100
Casing
Elevation (ft)
236.53
236.53
236.53
236.53
236.53
236.53
236.53
236.53
236.53
236.53
236.53
236.53
236.53
236.53
236.53
236.53
236.53
236.53
236.53
257.62
257.62
257.62
257.62
257.62
257.62
257.62
257.62
257.62
257.62
257.62
257.62
257.62
257.62
257.62
257.62
257.62
257.62
257.62
Groundwater Groundwater
(ft) Elevation (ft)
75.66 160.87
76.58 159.95
76.98 159.55
76.44 160.09
36.60 199.93
33.55 202.98
77.68 158.85
38.40 198.13
77.88 158.65
58.44 178.09
78.04 158.49
78.05 158.48
78.04 158.49
53.82 182.71
36.70 199.83
49.62 186.91
46.41 190.12
39.50 197.03
39.30 197.23
82.55 175.07
81.00 176.62
82.87 174.75
79.92 177.70
82.95 174.67
41.49 216.13
82.62 l 75.00
81.89 175.73
81.93 175.69
39.22 218.40
57.57 200.05
76.82 180.80
80.76 176.86
82.12 175.50
83.24 174.38
82.85 174.77
82.45 175.17
8l.l9 176.43
83.55 174.07
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I
Well
Number
Upper
Macon
MW2I'
MW23'
Date
2/14/96
2/23/96
2/28/96
5/2/96
6/5/96
7/30/96
11/7/96
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
11/2/99
2/16/00
5/8/00
8/3/00
2/14/96
2/23/96
2/28/96
5/3/96
6/5/96
7/1/96
7/30/96
11/6/96
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/l0/99
5112199
8/5/99
11/2/99
2/16/00
5/8/00
8/3/00
Surveyed
Casing
Elevation (ft)
155.52
155.52
155.52
155.52
155.52
155.52
155.52
155.52
155.52
155.52
155.52
155.52
155.52
155.52
155.52
155.52
155.52
155.52
155.52
155.52
155.52
155.52
155.54
155.54
155.54
155.54
155.54
155.54
155.54
155.54
155.54
155.54
155.54
155.54
155.54
155.54
155.54
155.54
155.54
155.54
155.54
155.54
155.54
155.54
155.54
Depth to Corrected
Groundwater Groundwater
(ft)
14.52
15.60
14.65
14.38
15.47
7.02
14.62
14.48
14.44
15.25
15.79
13.98
12.27
14.33
14.80
13.74
14.44
16.71
15.85
14.25
15.14
17.85
4.45
5.73
4.07
5.19
5.59
7.56
7.72
6.19
4.99
5.88
5.32
6.47
3.67
4.11
6.45
6.47
6.55
7.06
8.46
8.98
6.13
6.78
9.03
Elevation (ft)
141.00
139.92
140.87
141.14
140.05
148.50
140.90
141.04
141.08
140.27
139.73
141.54
143.25
141.19
140.72
141.78
141.08
138.81
139.67
141.27
140.38
137.67
151.09
149.81
151.47
150.35
149.95
147.98
147.82
149.35
150.55
149.66
150.22
149.07
151.87
151.43
149.09
149.07
148.99
148.48
147.08
146.56
149.41
148.76
146.51
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well Date
Number
UM-I
UM-2
615/96
7/1/96
7/30/96
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
11/2/99
2/16/00
5/8/00
8/3/00
615196
7/1/96
7/30/96
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
11/2/99
2/16/00
5/8/00
8/3/00
Sun-eyed
Casing
Elevation (ft)
183.68
183.68
183.68
183.68
183.68
183.68
183.68
183.68
183.68
183.68
183.68
183.68
183.68
183.68
183.68
183.68
183.68
183.68
183.68
194.13
194.13
194.13
194.13
194.13
194.13
194.13
194.13
194.13
194.13
194.13
194.13
194.13
194.13
194.13
194.13
194.13
194.13
194.13
Depth to Corrected
Groundwater Groundwater
(ft) Elevation (ft)
37.01 146.67
36.47 147.21
41.10 142.58
39.44 144.24
39.36 144.32
40.46 143.22
42.03 141.65
30.86 152.82
45.99 137.69
44.93 138.75
46.32 137.36
36.00 147.68
46.23 137.45
46.16 137.52
47.19 136.49
48.01 135.67
37.34 146.34
40.45 143.23
Dry ~ l)"sl
43.02 151.11
47.95 146.18
47.33 146.80
45.41 148.72
45.51 148.62
46.24 147.89
45.72 148.41
40.01 154.12
49.57 144.56
48.14 145.99
50.59 143.54
39.20 154.93
48.11 146.02
51.91 142.22
52.68 141.45
55.91 138.22
44.84 149.29
46.30 147.83
30.10 164.03
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well Date
Number
UM-3
UM-4
6/5/96
7/1/96
7/30/96
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
11/2/99
2/16/00
5/8/00
8/3/00
6/5/96
7/1/96
7/30/96
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
11/2/99
2/16/00
5/8/00
8/3/00
Surveyed
Casing
Elevation (ft)
180.35
180.35
180.35
I 80.35
180.35
180.35
180.35
180.35
180.35
180.35
180.35
180.35
180.35
180.35
180.35
180.35
I 80.35
180.35
180.35
171.91
171.91
171.91
171.91
171.91
171.91
171.91
171.91
171.91
171.91
171.91
171.91
171.91
171.91
171.91
171.91
171.91
171.91
171.91
Depth to Corrected
Groundwater Groundwater
(ft) Elevation (ft)
32.17 148.18
32.18 148.17
32.36 147.99
32.31 148.04
32.27 148.08
32.25 148.IO
32.27 148.08
19.81 160.54
72.50 107.85
32.24 148.11
32.25 148.IO
19.69 160.66
32.21 148.14
32.21 148.14
32.24 148.11
32.24 148.1 I
32.22 148.13
32.05 148.30
32.09 148.26
21.85 150.06
21.10 150.81
27.55 144.36
24.52 147.39
25.62 146.29
31.98 139.93
30.54 141.37
9.41 162.50
38.19 133.72
45.78 126.13
41.81 130.IO
9.30 162.61
47.70 124.21
49.25 122.66
40.13 131. 78
42.80 129.11
13.00 158.91
18.23 153.68
29.10 142.81
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
-Well Date Surveyed Depth to Corrected
Number Casing
Elevation (ft)
UM-5 615196 168.32
7/1/96 168.32
7/30/96 168.32
11/8/96 168.32
2/4/97 168.32
5/12/97 168.32
8/5/97 168.32
11/12/97 168.32
2/4/98 168.32
5/5/98 168.32
8/6/98 168.32
11/3/98 168.32
2/10/99 168.32
5/12/99 168.32
8/5/99 168.32
11/2/99 168.32
2/16/00 168.32
5/8/00 168.32
813/00 168.32
UM-6 6/5/96 173.05
7/1/96 173.05
7/30/96 173.05
11/8/96 173.05
2/4/97 173.05
5/12/97 173.05
8/5/97 173.05
11/12/97 173.05
2/4/98 173.05
5/5/98 173.05
8/6/98 173.05
11/3/98 173.05
2/10/99 173.05
5/12/99 173.05
8/5/99 173.05
11/2/99 173.05
2/16/00 173.05
5/8100 173.05
8/3/00 173.05
Groundwater
(ft)
11.77
12.13
16.92
13.85
14.92
16.15
13.65
6.09
14.03
17.38
17.57
6.09
16.71
19.45
19.21
26.98
7.51
11.03
20.30
11.72
13.23
17.58
14.40
14.79
15.26
14.45
9.84
10.51
11.30
16.40
9.64
16.32
18.90
18.90
21.22
10.08
13.17
20.90
Groundwater
Elevation (ft)
156.55
156.19
151.40
154.47
153.40
152.17
154.67
162.23
154.29
150.94
150.75
162.23
151.61
148.87
149.11
141.34
160.81
157.29
148.02
161.33
159.82
155.47
158.65
158.26
157.79
158.60
163.21
162.54
161.75
156.65
163.41
156.73
154.15
154.15
151.83
162.97
159.88
152.15
/
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
UM-7
Date
615196
7/1196
7/30196
1118196
214197
5112197
815197
11112197
214198
515/98
816/98
1113198
2/l0199
5112199
8/5199
1112199
2116100
5/8/00
813/00
Surveyed
Casing
Elevation (ft)
187.29
187.29
187.29
187.29
187.29
187.29
187.29
187.29
187.29
187.29
187.29
187.29
187.29
187.29
187.29
187.29
187.29
187.29
187.29
Depth to Corrected
Groundwater Groundwater
(ft) Elevation (ft)
54.45 132.84
54.58 132.71
54.59 132.70
55.00 132.29
54.73 132.56
55.34 131.95
54.78 132.51
19.96 167.33
54.75 132.54
54.73 132.56
54.98 132.31
22.57 164.72
54.72 132.57
54.53 132.76
54.79 132.50
54.75 I 32.54
48.91 138.38
19.30 167.99
54.57 132.72
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
I
Lower
.Macon
MW4
MWl2
Date
2/14/96
4/2/96
5/2/96
615196
7/1/96
7/30/96
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/I0/99
5/12/99
8/5/99
11/2/99
2/16/00
5/8/00
8/3/00
2/14/96
4/2/96
5/2/96
6/5/96
7/1/96
7/30/96
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
11/2/99
2/16/00
5/8/00
8/3/00
Surveyed
Casing
Elevation (ft)
184.21
184.21
184.21
184.21
184.21
184.21
184.21
184.21
184.21
184.21
184.21
184.21
184.21
184.21
184.21
184.21
184.21
184.21
184.21
184.21
184.21
184.21
171.98
171.98
171.98
171.98
171.98
171.98
171.98
171.98
171.98
I 71.98
I 71.98
171.98
171.98
171.98
171.98
171.98
171.98
171.98
171.98
171.98
171.98
171.98
Depth to Corrected
Groundwater Groundwater
(ft) Elevation ( ft)
I
40.79 143.42
46.08 138.13
45.72 138.49
43.29 140.92
42.09 142.12
45.71 138.50
46.35 137.86
40.86 143.35
44.15 140.06
44.08 140.13
41.79 142.42
42.77 141.44
40.60 143.61
41.77 142.44
40.12 144.09
43.22 140.99
43.16 141.05
26.48 157.73
42.56 I 41.65
39.70 144.51
40.35 143.86
41.15 143.06
24.87 147.11
26.18 145.80
26.09 145.89
25.97 146.01
27.37 144.61
27.55 144.43
26.24 145.74
24.38 147.60
25.27 146.71
25.66 146.32
25.74 146.24
22.58 149.40
23.02 148.96
24.35 147.63
24.30 147.68
24.12 147.86
24.87 147.11
26.48 145.50
23.31 148.67
22.54 149.44
23.38 148.60
25.05 146.93
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
MW 13'
MW 14
Date
2/14/96
2/23/96
2/28/96
4/2/96
5/2/96
6/5/96
7/1/96
7/30/96
11/8/96
2/4/97
5/12/97
8/5/97
11/11/97
2/4/98
5/5/98
8/6/98
11/3/98
2/10/99
5/12/99
8/5/99
11/2/99
2/16/00
5/8/00
8/3/00
2/14/96
4/2196
5/2/96
6/5/96
7/1/96
7/30/96
11/8/96
2/4/97
5/12/97
8/5/97
11/11/97
2/4/98
5/5/98
8/6/98
11/3/98
2/10/99
5/12/99
8/5/99
11/2/99
2/16/00
5/8/00
8/3/00
Surveyed
Casing
Elevation (ft)
188.67
188.67
188.67
188.67
188.67
188.67
188.67
188.67
188.67
188.67
188.67
188.67
188.67
188.67
188.67
188.67
188.67
188.67
188.67
188.67
188.67
188.67
188.67
188.67
177.34
177.34
177.34
177.34
177.34
177.34
177.34
177.34
177.34
177.34
177.34
177.34
177.34
177.34
177.34
177.34
177.34
177.34
177.34
177.34
177.34
177.34
Depth to Corrected
Groundwater Groundwater
(ft) Elevation (ft)
49.22 139.45
50.20 138.47
49.25 139.42
50.85 137.82
51.38 137.29
49.88 138.79
50.55 138.12
51.59 137.08
52.15 136.52
49.40 139.27
49.42 139.25
49.32 139.35
50.29 138.38
48.25 140.42
42.56 146.11
45.70 142.97
47.33 141.34
49.14 139.53
49.11 139.56
50.19 138.48
49.41 139.26
48.23 140.44
48.05 140.62
50.40 138.27
34.24 143.10
dry dry
dry dry
35.19 142.15
dry dry
dry dry
dry dry
34.63 142.71
dry dry
dry dry
dry dry
34.09 143.25
33.80 143.54
35.22 142.12
34.76 142.58
dry dry
dry dry
dry dry
33.50 143.84
32.32 145.02
32.18 145.16
41.70 135.64
/
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
IMW 14R
MW22'
Date
2/14/96
4/2/96
5/2/96
6/5/96
7/1/96
7/30/96
11/8/96
2/4/97
5/12/97
8/5/97
11/11/97
2/4/98
5/5/98
8/6/98
11/3/98
2/10/99
5/12/99
8/5/99
11/2/99
2/16/00
5/8/00
8/3/00
2/14/96
2/23/96
2/28/96
5/2/96
615196
7/1/96
7/30/96
11/8/96
2/4/97
5/12/97
8/5/97
11/11/97
2/4/98
5/5/98
8/6/98
11/3/98
2/10/99
5/12/99
8/5/99
11/2/99
2/16/00
5/8/00
8/3/00
Surveyed
Casing
Elevation (ft)
175.95
175.95
175.95
175.95
175.95
17S:95
175.95
175.95
175.95
175.95
175.95
175.95
175.95
175.95
175.95
175.95
175.95
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
128.25
128.25
128.25
128.25
Depth to Corrected
Groundwater Groundwater
(ft) Elevation (ft)
34.50 141.45
38.81 137.14
39.27 136.68
38.85 137.10
37.98 137.97
40.03 135.92
40.39 135.56
35.60 140.35
38.74 137.21
37.61 138.34
37.09 138.86
35.81 140.14
35.65 140.30
37.32 138.63
36.18 139.77
37.37 138.58
37.50 138.45
37.67 138.28
34.22 141. 73
32.68 143.27
32.18 143.77
Dry Dry
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
6.46 121.79
6.10 122.15
6.24 122.01
6.59 121.66
6.94 121.31
5.98 122.27
5.42 122.83
6.12 122.13
7.25 121.00
j
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well Date
Number
LM-1
LM-2
6/5/96
7/1/96
7/30/96
11/8/96
2/4/97
5/12/97
8/5/97
11/11/97
2/4/98
5/5/98
8/6/98
11/3/98
2/10/99
5/12/99
8/5/99
11/2/99
2/16/00
5/8/00
8/3/00
6/5/96
7/1/96
7/30/96
11/8/96
2/4/97
5/12/97
8/5/97
11/11/97
2/4/98
5/5/98
8/6/98
11/3/98
2/10/99
5/12/99
8/5/99
11/2/99
2/16/00
5/8/00
8/3/00
Sunreyed
Casing
Elevation (ft)
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
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
157.20
157.20
157.20
157.20
157.20
157.20
157.20
157.20
157.20
Depth to Corrected
Groundwater Groundwater
(ft) Elevation (ft)
69.79 l05.89
38.61 137.07
69.78 105.90
70.04 105.64
36.12 139.56
68.90 l06.78
69.94 105.74
38.31 137.37
69.65 l06.03
69.87 105.81
69.86 105.82
37.57 138.11
61.89 113.79
57.69 117.99
60.57 115.11
35.04 140.64
33.00 142.68
35.72 139.96
36.30 139.38
62.06 95.14
25.08 132.12
58.36 98.84
62.16 95.04
25.98 131.22
63.50 93.70
56.96 l00.24
26.86 130.34
53.33 103.87
43.23 113.97
40.85 116.35
26.30 130.90
37.86 119.34
33.61 123.59
30.68 126.52
24.80 132.40
23.85 133.35
24.30 132.90
31.00 126.20
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well Date
Number
LM-3
LM-4
6/5196
7/1/96
7/30/96
11/8/96
2/4/97
5/12/97
8/5/97
11/11/97
2/4/98
5/5/98
8/6/98
I 1/3/98
2/10/99
5/12/99
8/5/99
11/2/99
2/16/00
5/8/00
8/3/00
615/96
7/1/96
7/30/96
11/8/96
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/l0/99
5/12/99
8/5/99
11/2/99
2/16/00
5/8/00
8/3/00
Surveyed
Casing
Elevation (ft)
157.09
157.09
157.09
157.09
157.09
157.09
157.09
157.09
157.09
157.09
157.09
157.09
157.09
157.09
157.09
157.09
157.09
157.09
157.09
166.84
166.84
166.84
166.84
166.84
166.84
166.84
166.84
166.84
166.84
166.84
166.84
166.84
166.84
166.84
166.84
166.84
166.84
166.84
Depth to Corrected
Groundwater Groundwater
(ft) Elevation (ft)
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
33.78 123.31
34.08 123.01
26.24 130.85
24.50 132.59
25.44 131.65
36.07 121.02
68.60 98.24
37.72 129.12
56.91 l09.93
74.86 91.98
36.82 130.02
67.80 99.04
55.14 111.70
37.29 129.55
56.01 110.83
46.03 120.81
45.00 121.84
36.29 130.55
46.40 120.44
46.35 120.49
47.23 119.61
36.75 130.09
35.35 131.49
40.15 126.69
49.50 117.34
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well Date
Number
LM-5 6/5/96
7/1/96
7/30/96
11/8/96
214/97
5/12/97
8/5/97
11/11/97
2/4/98
5/5/98
8/6/98
11/3/98
2110/99
5/12/99
8/5/99
11/2199
2/16/00
5/8/00
8/3/00
Surveyed
Casing
Elevation (ft)
186.59
186.59
186.59
186.59
186.59
186.59
186.59
186.59
186.59
186.59
186.59
186.59
186.59
186.59
186.59
186.59
186.59
186.59
186.59
Depth to Corrected
Groundwater Groundwater
(fl) Elevation (fl)
66.50 120.09
43.91 142.68
66.80 119.79
66.86 119.73
42.85 143.74
66.90 119.69
66.84 119.75
43.84 142.75
66.88 119.71
67.99 118.60
68.04 118.55
42.IO 144.49
68.12 118.47
67.73 I 18.86
68.12 118.47
42.45 144.14
41.35 145.24
75.54 111.05
54.57 132.02
I
I
I
I
I System
Upper Dockery
I
I
I
I
I
I
I
I
I 12-1-98 to 12-31-98
12-31-98 to 1-27-99
I 1-27-99 to 2-23-99
2-23-99 to 3-30-99
3-30-99 to 4-29-99
4-29-99 lo 5-27-99
I 5-27-99 to 6-24-99
6-24-99 to 7-29-99
7-29-99 to 8-27-99
I 8-27-99 to 9-27-99
9-27-99 to 10-29-99
10-29-99 lo 11-24-99
11-24-99 to 12-30-99
I 12-30-99101-21-00
1-21-99 to 2-25-00
3-1-00 to 3-31-00
3-31-00 to 4-27-00
I 4-27-00 to 5-26-00
5-26-00 lo 6-30-00
6-30-00 to 7-26-00
I 7-26-00 to 8-29-00
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 01 voe
Month Volume Concentration Removed For Month
(gallons) (ug/L) (Pounds)
Mar-96 400,155 196 0.65
Apr-96 286,151 210 0.50
Mey-96 66,826 177 0.10
Jun-96 97,350 120 0.10
Jul-96 163,426 108 0.15
Aug-96 218,330 284 0.52
Sep-96 149,420 284 0.35
Oct-96 140,191 284 0.33
Nov-96 438,013 294 1.07
Dec-96 161,903 294 0.40
Jan-97 294,071 294 0.72
Feb-97 267,596 131 0.29
Mar-97 250,068 131 0.27
Apr-97 276,556 131 0.30
May-97 289,938 76 0.18
Jun-97 135,57'5 76 0.09
Jul-97 99,896 76 0.06
Aug-97 70,967 54 0.03
Sep-97 56,256 54 0.03
Ocl-97 277,505 54 0.12
Nov-97 143,168 108 0.13
Dac-97 78,332 108 007
Jan-98 103,968 108 0.09
Feb-98 296,588 99.3 0.25
Mar-98 326,525 99.3 0,27
Apr-98 419,475 99.3 0.35
May-98 440,446 244 0.90
Jun-98 200,192 244 0.41
Jul-98 337,048 244 0.69
Aug-98 432,719 146.4 0.53
Sep--98 411,677 146.4 0.50
Oct-98 439,378 146.4 0.54
Nov-98 362,586 161 0.49
Dec-98 500,450 161 0.67
Jan-99 552,796 161 0.74
Feb-99 524,380 95 0.42
Mar-99 614,841 95 0.49
Apr-99 571,148 95 0.45
May-99 524,349 139.4 0.61
Jun-99 431,742 139.4 0,50
Jul-99 392,518 139.4 046
Aug-99 190,407 138 0.22
Sep-99 303,910 138 0.35
Oct-99 364,213 138 0.42
Nov-99 277,055 181 0.42
Oec-99 389,943 181 0.59
Jan-00 236,733 181 0.36
Feb-00 0 181 0.00
Mar-00 176,609 181 0.27
Apr-00 164,914 181 0.25
May-00 419,400 72.9 0.25
Jun-00 104,658 72.9 0.06
Jul-OD 80,000 72.9 0.05
Aug-00 133,575 , 72.0 0.08 i
Cumulative voes
Removed
(Pounds)
0.65
1.15
1.25
1.35
1.50
2.02
2.37
2.70
3.77
4.17
4.89
5.18
5.45
5.75
5.93
6.02
6.08
6.11
6.14
6.26
6.39
6.46
6.55
6.80
7.07
7.42
8.32
8.73
9.42
9.95
10.45
10.99
11.48
12.15
12.89
13.31
13.80
14,25
14.86
15.36
15.82
16.04
16.39
16.81
17.23
17.82
18.18
18.18
18.45
18.70
18.95
19.01
19.06
19,14 •
I
I
I
I
System
Lower Dockery
I
I
I
I
I
I
I
I
I 12-1-98 to 12-31-98
12-31-98 to 1-27-99
I 1-27-99 to 2-23-99
2-23-99 to 3-30-99
3-30-99 to 4-29-99
4-29-99 to 5-27-99
I 5-27-99 to 6-24-99
6-24-99 to 7-29-99
7-29-99 to 8-27-99
.I 8-27-99 to 9-27-99
9-27-99 to 10-29-99
10-29-99 to 11-24-99
11-24-99 to 12-30-99
I 12-30-99 to 1-21--00
1-21-00 to 02-25--00
3-1--00 to 3-31--00
3-31-00 to 4-27-00
I 4-27-00 to 5-26-00
5-26-00 to 6-30-00
6-30-00 to 7-26-00
I
7-26-00 to 8-29-00
TABLE 8
SUMMARY OF MASS voe REMOVAL ESTIMATES
MACON/DOCKERY SITE
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
Oec-97
Jan-98
Feb-98
Mar-98
Apr-98
May-98
Jun-98
Jul-98
Aug-98
Sep-98
Oct-98
Nov-98
Oec-98
Jan-99
Feb-99
Mar-99
Apr-99
May-99
Jun-99
Jul-99
Au9-99
Sep--99
Oct-99
Nov-99
Oec-99
Jan-00
Feb-00
Mar-00
Apr-00
May--00
Jun-00
UDO
Aug-00
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
447,951 22 0.08
503,520 22 0.09
95.167 22 0.02
235,556 22 0.04
212,338 22 0,04
485,789 30,3 0.12
382,997 30,3 0.10
500,849 30.3 0.13
284,722, 37.5 • 0.09 •
Cumulative voes
Removed
(Pounds)
0.55
0.79
1.09
1.10
1.29
1.47
1.56
2.21
2.43
2.59
2.93
3.04
3.29
346
4.12
4.61
5.17
5.46
5.80
6.12
6.28
6.42
6.83
6.89
7.03
7.25
7.32
7.53
7.77
8.00
8.31
8.55
8.83
9.01
9.17
9.32
9.50
9,71
9.94
10.11
10.30
10.37
10.51
10.69
10.78
10.86
10,95
10.97
11.01
11.05
11.17
11.27
11.40
11.49.
✓
I
I
I
I
System
Macon Source Area
I
I
I
I
I
I
I
I
I 12-1-98to 12-31-98
12-31-98101-27-99
I 1-27-99 to 2-23-99
2-23-99 to 3.30.99
3-30-99 to 4-29-99
4-29-99 to 5-27-99
I 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
I 9--27-99 to 10-29-99
10-29--99 to 11-24-99
11-24-99 to 12-30-99
I 12-30-99 to 1-21-00
1-21-00 to 2-25-00
3-1-00 to 3-31--00
3-31-00 to 4-27--00
I 4-27-00 to 5-26-00
5-26--00 to 6-30-00
6-30-00 to 7-26-00
7-26-00 to 8-29--00
I
TABLE 8
SUMMARY OF MASS voe REMOVAL ESTIMATES
MACON/DOCKERY SITE
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
Dec-99
Jan-00
Feb--00
Mar--00
Apr--00
May--00
Jun--00
Jul--00
Aug--00
RICHMOND COUNTY, NORTH CAROLINA
PAGE 3 OF 4
Average Total
Month!y Flow voe Pounds of voe
Volume Concentration Removed For Month
(gallons} (ug/L) (Pounds)
426,083 55 0.20
364,772 61 0.19
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
223,222 639 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
329,635 139.6 0.38
473,093 142 0.56
513,868 142 061
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
543.545 575 2.61
170,316 575 0.82
357,840 184,5 0.55
335.782 184.5 0.52
331,270 184.5 0.51
151,212 154 0.19
300,123 154 0.39
231,991 154 0.30
186,494, 503, 0.78 •
Cumulative voes
Removed
(Pounds)
0.20
0.39
0.48
0.54
0.61
0.72
0.83
0.88
0.92
0.97
1.02
1.13
1.25
1.38
1.53
1.69
1.77
1.82
1.86
1.93
2.03
2.15
2.33
2.63
2 67
3.88
4.36
4.86
5.24
5.80
6.41
6.99
7.83
846
9.03
10.63
12.88
14.68
16.11
17.61
19.46
20.54
24.42
26.93
28.80
31.41
32.23
32.78
33.30
33.81
34.00
34.39
34.69
35.47 ,
I
I
I
System
I U/LMacon
I
I
I
I
I
I
I
I
I 12-1-98 to 12-31-98
12-31-98 to 1-27-99
I 1-27-99 to 2-23-99
2-23-99 to 3-30-99
3-30-99 to 4-29-99
4-29-99 to 5-27-99
I 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
I 9-27-99 to 10-29-99
10-29-99 to 11-24-99
11-24-99 lo 12-30-99
I 12-30-99 to 1-21--00
1-21-00 to 2-25-00
3-1-00 to 3-31-00
3-31--00 to 4-27--00
I 4-27-00 to 5-26--00
5-26-00 to 6-30-00
6-30-00 to 7-26-00
7-26--00 to 6-29-00
I
TABLE 8
SUMMARY OF MASS voe REMOVAL ESTIMATES
MACON/DOCKERY SITE
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
Ocl-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
Ap,-99
May-99
Jun-99
Jul-99
Aug-99
Sep-99
Oct-99
Nov-99
Dec-99
Jan-00
Feb-00
Mar-OD
Ap,-00
May--00
Jun-00
Jul-OD
Aug-00
RICHMOND COUNTY, NORTH CAROLINA
PAGE4 OF 4
Average Total
Monthly Flow voe Pounds of voe
Volume Concentration Removed For Month
(gallons) (ug/L) (Pounds)
375,318 24.0 0.08
709,726 24.0 0.14
482,220 23.0 0.09
48,305 31.0 0.01
759,920 22.0 0.14
638,400 31.0 0.16
302,505 31.0 0.08
640,760 31.0 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 0.20
605,792 24.0 0.12
223,859 24.0 0.04
911,679 23.0 0.17
917,631 23.0 0.18
821,135 23.0 0.16
140,796 16.0 0.02
844,299 16.0 0.11
531,692 16.0 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 O OB
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
635,206 16.5 0.11
586,579 20.3 0.10
1,035,693 20.3 0.18
694,763 20.3 0.15
828,049 21.0 0.14
809,334 21.0 0.14
582,110 21.0 0.10
635,226 17.0 0.09
766,831 17,0 0.11
894,735 17.0 0.13
646,405 13.5 0.07
575,397 13.5 0.06
261,658 13.5 0.03
161,156 7.8 0,01
308,952 7.8 0.02
416,369 7.8 0.03
127,597 14.6 0.02
607,951 14.6 0.07
425,691 14.6 0.05
360,931 • 33.2 · 0.11
Cumulative voes
Removed
(Pounds)
0.08
0.22
0.31
0.32
0.46
062
0.70
0.87
1.05
1.20
1.33
1.49
1.68
1.87
2.07
2.19
2.23
2.40
2.58
2.74
2.76
2.87
2.94
3.14
3.32
3.45
3.61
3.69
3.83
3.99
4.14
4.27
4.30
4.40
4.51
4.61
4.79
4.94
5.08
5.22
5.32
5.41
5.52
5.65
5.72
5.78
5.81
5.82
5.84
5.87
5.89
5.96
6.01
6.12
✓
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Savannah
Laboratories
'""""""''S.""mT,.,,,tl.Abo,a1ono,.<no 5102 LaRoche Avenue • Savannah, GA 31404 • [phone] · Fax [phone] · www.stlsavlab.com
,·~ 1~: v· I,_.) ·.3 cl
WG NO: S0-05309
Received: 05 AUG 00
Reported: 30 AUG 00
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
9 , . 5.;/20.._
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 16450095
REPORT OF RESULTS Page 1
LOG NO
05309-1
05309-2
05309-3
05309-4
05309-5
SAMPLE DESCRIPTION, LIQUID SAMPLES
MW-15
MW-25
MW-24
MW-21
MW-23
PARAMETER
Purgeable Halocarbons
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 -Bromochlorornethane
Dilution Factor
Analysis Date
Batch ID
05309-1
<5.0
5.1
130
ug/1 <5.0
<10
<5.0
26
<5.0
<5.0
83 %-
5
08.11.00
1B0811
05309-2
<1.0
<1.0
<1.0
<1.0
<2.0
<1.0
<1.0
<1.0
<1.0
83 %-
1
08.10.00
1B0808
----------
05309-3
<1.0
16
<1.0
<1.0
<2.0
<1.0
<1.0
<1.0
<1.0
92 %
1
08.10.00
1B0808
----------
DATE/
TIME SAMPLED
08-03-00/11:00
08-03-00/11:50
08-03-00/15:30
08-02-00/15:30
08-02-00/13:00
05309-4
<1.0
1.4
<1.0
1.7
<2.0
<1.0
<1.0
8.9
<1.0
92 %-
1
05309-5
<1.0
18
<1.0
5.3
<2.0
1.6
1.1
6.7
<1.0
100 %-
1
08.10.00 08.10.00
1B0808 1B0808
--------------------
I
I
I
I
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
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
SAMPLE DESCRIPTION, LIQUID SAMPLES
05309-1 MW-15
05309-2 MW-25
05309-3 MW-24
05309-4 MW-21
05309-5 MW-23
LOG NO: S0-05309
Received: 05 AUG 00
Reported: 30 AUG 00
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 16450095
DATE/
TIME SAMPLED
08-03-00/11:00
08-03-00/11:50
08-03-00/15:30
08-02-00/15:30
08-02-00/13 :00
Page 2
PARAMETER 05309-1 05309-2 05309-3 05309-4 05309-5
Purgeable Aromatics (8020)
Acetone, ug/1
Benzene, ug/1
Toluene, ug/1
Total Xylenes, ug/1
Surrogate -
a,a,a-Trifluorotoluene
Dilution Factor
Analysis Date
Batch ID
Barium (6010)
Barium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
<50
<5.0
<5.0
<15
93 %-
5
08.11.00
1B0811B
180
1
08.15.00
08.16.00
0815G
----------
<10
<1.0
<1.0
<3.0
97 %-
1
08.10.00
2B0809B
200
1
08.15.00
08.16.00
0815G
----------
<10 <10 <10
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<3.0 <3.0 <3.0
93 %-97 %-93 %-
1 1 1
08.10.00 08.10.00 08.10.00
2B0809B 2B0809B 2B0809B
180 <50 51
1 1 1
08.15.00 08.15.00 08.15.00
08.16.00 08.16.00 08.16.00
0815G 0815G 0815G
---------- --------------------
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I
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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
LOG NO
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
SAMPLE DESCRIPTION, LIQUID SAMPLES
LOG NO: S0-05309
Received: 05 AUG 00
Reported: 30 AUG 00
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 16450095
Page 3
DATE/
TIME SAMPLED
----- - - ---- ------------ ------ - ------------------ - --------- ---
05309-1 MW-15
05309-2 MW-25
05309-3 MW-24
05309-4 MW-21
05309-5 MW-23
08-03-00/11:00
08-03-00/11:50
08-03-00/15:30
08-02-00/15:30
08-02-00/13:00
------------------------------------------------------------------------------------
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
-----------------------------
05309-1 05309-2
--------------------
<5.0 <5.0
1 1
08.15.00 08.15.00
08.16.00 08.16.00
0815G 0815G
52 40
1 1
08.15.00 08.15.00
08.16.00 08.16.00
0815G 0815G
220 150
1 1
08.15.00 08.15.00
08.16.00 08.16.00
0815G 0815G
--------------------
05309-3 05309-4 05309-5
------------------------------
<5.0 <5.0 <5.0
1 1 1
08.15.00 08.15.00 08.15.00
08.16.00 08.16.00 08.16.00
0815G 0815G 0815G
56 <10 19
1 1 1
08.15.00 08.15.00 08.15.00
08.16.00 08.16.00 08.16.00
0815G 0815G 0815G
2500 <5.0 200
1 1 1
08.15.00 08.15.00 08.15.00
08.16.00 08.16.00 08.16.00
0815G 0815G 0815G
------------------------------
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Savannah
Laboratories
•-orSo..,,mT"""l.oO<>no-.loe 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
05309-1
05309-2
05309-3
05309-4
05309-5
REPORT OF RESULTS
SAMPLE DESCRIPTION, LIQUID SAMPLES
MW-15
MW-25
MW-24
MW-21
MW-23
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
05309-1
----------
<40
1
08.15.00
08.16.00
0815G
69
1
08.14.00
08.15.00
0814H
<50
1
08.15.00
08.16.00
0815G
05309-2
----------
<40
1
08.15.00
08.16.00
0815G
4.4
1
08.14.00
08.15.00
0814H
<50
1
08.15.00
08.16.00
0815G
LOG NO: S0-05309
Received: 05 AUG 00
Reported: 30 AUG 00
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 16450095
05309-3
----------
<40
1
08.15.00
08.16.00
0815G
6.2
1
08.14.00
08.15.00
0814H
<50
1
08.15.00
08.16.00
0815G
Page 4
DATE/
TIME SAMPLED
08-03-00/11:00
08-03-00/11:50
08-03-00/15:30
08-02-00/15:30
08-02-00/13:00
05309-4
----------
<40
1
08.15.00
08.16.00
0815G
<3.0
1
08.14.00
08.15.00
0814H
<50
1
08.15.00
08.16.00
0815G
05309-5
----------
<40
1
08.15.00
08.16.00
0815G
4.0
1
08.14.00
08.15.00
0814H
<50
1
08.15.00
08.16.00
0815G
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Savannah
Laboratories 5102 LaRocheAvenue · Savannah, GA31404 · [phone] · Fax[phone] • www.stlsavlab.com
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO
05309-1
05309-2
05309-3
05309-4
05309-5
REPORT OF RESULTS
SAMPLE DESCRIPTION, LIQUID SAMPLES
MW-15
MW-25
MW-24
MW-21
MW-23
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
Suspended Solids (160.2)
Suspended Solids, mg/1
Dilution Factor
Prep Date
Analysis Date
05309-1 05309-2
--------------------
<0.30 <0.30
1 1
08.14.00 08.14.00
08.17.00 08.17.00
0814H 0814H
<10 <10
1 1
08.15.00 08.15.00
08.18.00 08.18.00
0815G 0815G
190 150
1 1
08.09.00 08.09.00
08.10.00 08.10.00
LOG NO: S0-05309
Received: 05 AUG 00
Reported: 30 AUG 00
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 16450095
05309-3
----------
<0.30
1
08.14.00
08.17.00
0814H
<10
1
08.15.00
08.18.00
0815G
170
1
08.09.00
08.10.00
Page 5
DATE/
TIME SAMPLED
08-03-00/11:00
08-03-00/11:50
08-03-00/15:30
08-02-00/15:30
08-02-00/13:00
05309-4 05309-5
--------------------
<0.30 <0.30
1 1
08.14.00 08.14.00
08.17.00 08.17.00
0814H 0814H
<10 <10
1 1
08.15.00 08.15.00
08.18.00 08.18.00
0815G 0815G
<5.0 130
1 1
08.09.00 08.09.00
08.10.00 08.10.00
Batch ID 0809A 0809A 0809A 0809A 0809A
-------------------------------------------------------------------------------
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Savannah
Laboratories
•-o<s.-nr-~.">< 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 SAMPLE DESCRIPTION, LIQUID SAMPLES
05309-1 MW-15
05309-2 MW-25
05309-·3 MW-24
05309-4 MW-21
05309-5 MW-23
PARAMETER
Zinc (6010), ug/i
Dilution Factor
Prep Date
Analysis Date
Batch ID
05309-1
----------
42
1
08.15.00
08.16.00
0815G
----------
05309-2
----------
41
1
08.15.00
08.16.00
0815G
----------
LOG NO: S0-05309
Received: 05 AUG 00
Reported: 30 AUG 00
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 16450095
05309-3
----------
80
1
08.15.00
08.16.00
0815G
----------
Page 6
DATE/
TIME SAMPLED
08-03-00/11:00
08-03-00/11:50
08-03-00/15:30
08-02-00/15:30
08-02-00/13:00
05309-4
<20
1
08.15.00
08.16.00
0815G
05309-5
64
1
08.15.00
08.16.00
0815G
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Savannah
Laboratories 5102 LaRoche Avenue • Savannah, GA 31404 · [phone] · Fax [phone] • www.stlsavlab.com
LOG NO
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
SAMPLE DESCRIPTION, LIQUID SAMPLES
05309-6 MW-22
05309-7 MW-11
05309-8 MW-13
05309-9 MW-9
05309-10 NW-19
LOG NO: S0-05309
Received: 05 AUG 00
Reported: 30 AUG 00
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 16450095
DATE/
TIME SAMPLED
08-02-00/12:00
08-03-00/09:00
08-02-00/10:30
08-03-00/09:30
08-03-00/09:30
Page 7
PARAMETER 05309-6 05309-7 05309-8 05309-9 05309-10
Purgeable Halocarbons
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
<1.0
13
<1.0
ug/1 1. 7
<2.0
<1.0
1.4
2.2
<1.0
97 %-
1
08.10.00
1B0810
<1.0
<1.0
<1.0
<1.0
<2.0
<1.0
<1.0
1.5
<1.0
84 %-
1
08.10.00
1B0810
<1.0
4.0
<1.0
<1.0
<2.0
<1.0
5.7
<1.0
<1.0
91 %-
1
08.10.00
1B0810
<25
<25
400
190
<50
56
72
36
<25
93 %-
25
08.11.00
1B0811
<2.0
5.4
77
16
<4 .0
12
12
5.1
<2.0
98 %-
2
08.11.00
1B0810
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Savannah
Laboratories 5102 LaRoche Avenue • Savannah, GA 31404 • [phone] • Fax [phone] • www.stlsavlab.com
LOG NO
05309-6
05309-7
05309-8
05309-9
05309-10
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
SAMPLE DESCRIPTION, LIQUID SAMPLES
MW-22
MW-11
MW-13
MW-9
NW-19
LOG NO: S0-05309
Received: 05 AUG 00
Reported: 30 AUG 00
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 16450095
DATE/
TIME SAMPLED
08-02-00/12:00
08-03-00/09:00
08-02-00/10:30
08-03-00/09:30
08-03-00/09:30
Page 8
- - - ------ - -------------- - --------- - --------- ------------- ------------------------- --
PARAMETER
Purgeable Aromatics (8020)
Acetone, ug/1
Benzene, ug/1
Toluene, ug/1
Total Xylenes, ug/1
Surrogate -
a,a,a-Trifluorotoluene
Dilution Factor
Analysis Date
Batch ID
Barium (6010)
Barium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
05309-6
----------
<10
<1.0
<1.0
<3.0
97 %-
1
08.10.00
1B0810B
200
1
08.15.00
08.16.00
0815G
----------
05309-7
----------
<10
<1.0
<1.0
<3.0
97 %-
1
08.10.00
1B0810B
230
1
08.15.00
08.16.00
0815H
----------
05309-8 05309-9 05309-10
-------------------- ----------
<10 <620 <50
<1.0 <25 <2.0
<1.0 <25 <2.0
<3.0 <75 <6.0
97 %-87 %-93 %-
1 25 2
08.10.00 08 .11. 00 08.11.00
1B0810B 1B0811 2B0810
530 1400 360
1 1 1
08.15.00 08.15.00 08.15.00
08.16.00 08.16.00 08.16.00
0815G 0815G 0815G
------------------------------
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Savannah
Laboratories 5102 LaRoche Avenue · Savannah, GA 31404 • [phone] • Fax [phone] • www.stlsavlab.com
LOG NO
05309-6
05309-7
05309-8
05309-9
05309-10
Mr. Bric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
SAMPLE DESCRIPTION, LIQUID SAMPLES
MW-22
MW-11
MW-13
MW-9
NW-19
LOG NO: S0-05309
Received: 05 AUG 00
Reported: 30 AUG 00
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 16450095
DATE/
TIME SAMPLED
08-02-00/12:00
08-03-00/09:00
08-02-00/10:30
08-03-00/09:30
08-03-00/09:30
Page 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
- - - --- ------ - - - ------- - ------
05309-6
----------
<5.0
1
08.15.00
08.16.00
0815G
30
1
08.15.00
08.16.00
0815G
1700
1
08.15.00
08.16.00
0815G
----------
05309-7 05309-8 05309-9 05309-10
----------------------------------------
<5.0 <5.0 <5.0 <5.0
1 1 1 1
08.15.00 08.15.00 08.15.00 08.15.00
08.16.00 08.16.00 08.16.00 08.16.00
0815H 0815G 0815G 0815G
11 17 260 2400
1 1 1 1
08.15.00 08.15.00 08.15.00 08.15.00
08.16.00 08.16.00 08.16.00 08.16.00
0815H 0815G 0815G 0815G
93 660 260 2100
1 1 1 1
08.15.00 08.15.00 08.15.00 08.15.00
08.16.00 08.16.00 08.16.00 08.16.00
0815H 0815G 0815G 0815G
----------------------------------------
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Savannah
Laboratories •-.. -T .... ,___ft 5102 LaRoche Avenue · Savannah, GA 31404 • [phone] • Fax [phone] · www.stlsavlab.com
LOG NO
05309-6
05309-7
05309-8
05309-9
05309-10
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
SAMPLE DESCRIPTION, LIQUID SAMPLES
MW-22
MW-11
MW-13
MW-9
NW-19
LOG NO: S0-05309
Received: 05 AUG 00
Reported: 30 AUG 00
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 16450095
DATE/
TIME SAMPLED
08-02-00/12:00
08-03-00/09:00
08-02-00/10:30
08-03-00/09:30
08-03-00/09:30
Page 10
PARAMETER 05309-6 05309-7 05309-8 05309-9 05309-10
--------------------------------------------------------------------- ----------
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
08.15.00
08.16.00
0815G
24
1
08.14.00
08.16.00
0814H
120
1
08.15.00
08.16.00
0815G
----------
<40
1
08.15.00
08.16.00
0815H
4.0
1
08.14.00
08.16.00
0814J
<50
1
08.15.00
08.16.00
0815H
----------
<40 310 270
1 1 1
08.15.00 08.15.00 08.15.00
08.16.00 08.16.00 08.16.00
0815G 0815G 0815G
11 6.0 9.2
1 1 1
08.14.00 08.14.00 08.14.00
08.16.00 08.16.00 08.16.00
0814H 0814H 0814H
<50 54 160
1 1 1
08.15.00 08.15.00 08.15.00
08.16.00 08.16.00 08.16.00
0815G 0815G 0815G
------------------------------
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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
REPORT OF RESULTS
LOG NO: S0-05309
Received: 05 AUG 00
Reported: 30 AUG 00
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 16450095
Page 11
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
05309-6 MW-22 08-02-00/12:00
05309-7 MW-11 08-03-00/09:00
05309-8 MW-13 08-02-00/10:30
05309-9 MW-9 08-03-00/09:30
05309-10 NW-19 08-03-00/09:30
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
Suspended Solids (160.2)
Suspended Solids, mg/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
-----------------------------
05309-6 05309-7
--------------------
<0.30 <0.30
1 1
08.14.00 08.14.00
08.17.00 08.17.00
0814H 0814J
<10 <10
1 1
08.15.00 08.15.00
08.18.00 08.18.00
0815G 0815H
980 920
1 1
08.09.00 08.09.00
08.10.00 08.10.00
0809A 0809A
--------------------
05309-8 05309-9 05309-10
---------- --------------------
<0.30 <0.30 0.85
1 1 1
08.14.00 08.14.00 08.14.00
08.17.00 08.17.00 08.17.00
0814H 0814H 0814H
<10 <10 <10
1 1 1
08.15.00 08.15.00 08.15.00
08.18.00 08.18.00 08.18.00
0815G 0815G 0815G
690 510 1300
1 1 1
08.09.00 08.09.00 08.09.00
08.10.00 08.10.00 08.10.00
0809A 0809A 0809A
-------------------- ----------
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S a v a n n a h
Laboratories •-OIS-T_,___..,, 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 SAMPLE DESCRIPTION, LIQUID SAMPLES
05309-6 MW-22
05309-7 MW-11
05309-8 MW-13
05309-9 MW-9
05309-10 NW-19
PARAMETER 05309-6 05309-7
--------------------------------------- ----------
Zinc (6010) , ug/1 180 40
Dilution Factor 1 1
Prep Date 08.15.00 08.15.00
Analysis Date 08.16.00 08.16.00
Batch ID 0815G 0815H
- - - - - - - - - ---- - -----------------------------------
LOG NO: S0-05309
Received: 05 AUG 00
Reported: 30 AUG 00
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 16450095
05309-8
----------
100
1
08.15.00
08.16.00
0815G
----------
DATE/
TIME SAMPLED
08-02-00/12:00
08-03-00/09:00
08-02-00/10:30
08-03-00/09:30
08-03-00/09:30
Page 12
05309-9 05309-10
--------------------
120 96
1 1
08.15.00 08.15.00
08.16.00 08.16.00
0815G 0815G
--------------------
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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
05309 -11
05309-12
05309-13
05309-14
05309-15
SAMPLE DESCRIPTION, LIQUID SAMPLES
DUP-1
MW-2A
DUP-2
UD Effluent
UD Influent
LOG NO: S0-05309
Received: 05 AUG 00
Reported: 30 AUG 00
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 16450095
DATE/
TIME SAMPLED
08-03-00
08-02-00/17:00
08-03-00
08-03-00/11:10
08-03-00/11:15
Page 13
------------------------------------------------------------------------------------
PARAMETER 05309-11 05309-12 05309-13 05309-14 05309-15
Purgeable Halocarbons
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
<25
<25
410
ug/1 180
<50
59
74
35
<25
92 %-
25
08.11.00
1B0811
<25
<25
460
<25
<50
44
61
<25
<25
84 %-
25
08.11.00
1B0811
----------
<25
<25
480
<25
<50
44
64
<25
<25
81 %-
25
08.11.00
1B0811
----------
<1.0 <5.0
<1.0 <5.0
<1.0 62
<1.0 <5.0
<2.0 <10
<1.0 <5.0
<1.0 10
<1.0 <5.0
<1.0 <5.0
77 %-84 %-
1 5
08.09.00 08.09.00
1B0808 1B0808
--------------------
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Laboratories 5102 La.Roche Avenue• Savannah, GA 31404 • [phone] • Fax [phone] • www.stlsavlab.com
LOG NO
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
SAMPLE DESCRIPTION, LIQUID SAMPLES
LOG NO: S0-05309
Received:
Reported:
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 16450095
Page 14
DATE/
TIME SAMPLED
05309-11 DUP-1 08-03-00
05309-12 MW-2A 08-02-00/17:00
05309-13 DUP-2 08-03-00
05309-14 UD Effluent 08-03-00/11:10
05309-15 UD Influent 08-03-00/11:15
PARAMETER
Purgeable Aromatics (8020)
Acetone, ug/1
Benzene, ug/1
Toluene, ug/1
Total Xylenes, ug/1
Surrogate -
a,a,a-Trifluorotoluene
Dilution Factor
Analysis Date
Batch ID
Barium (6010)
Barium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
05309-11
<620
<25
<25
<75
90 %-
25
08.11.00
1B0811
1500
1
08.15.00
08.16.00
0815G
----------
05309-12
<620
<25
<25
<75
87 %-
25
08.11.00
1B0811
130
1
08.15.00
08.16.00
0815G
----------
05309-13 05309-14 05309-15
<620 <10 <50
<25 <1.0 <5.0
<25 <1.0 <5.0
<75 <3.0 <15
87 %-97 %-93 \-
25 1 5
08.11.00 08.09.00 08.09.00
1B0811 2B0809B 2B0809B
130 78 77
1 1 1
08.15.00 08.15.00 08.15.00
08.16.00 08.16.00 08.16.00
0815G 0815G 0815G
---------- ---------- ----------
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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
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
SAMPLE DESCRIPTION, LIQUID SAMPLES
LOG NO: S0-05309
Received: 05 AUG 00
Reported: 30 AUG 00
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 16450095
Page 15
DATE/
TIME SAMPLED
------------------------------------------------------------------------------------
05309-11 DUP-1 08-03-00
05309-12 MW-2A 08-02-00/17:00
05309-13 DUP-2 08-03-00
05309-14 UD Effluent 08-03-00/11:10
05309-15 UD Influent 08-03-00/11:15
----------- -------- - ------ ------------------ - -------- -------------- --- - - ---------- --
PARAMETER 05309-11 05309-12 05309-13 05309-14 05309-15
------------------------------------------------- -------------------- ----------
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
08.15.00
08.16.00
0815G
290
1
08.15.00
08.16.00
0815G
290
1
08.15.00
08.16.00
0815G
----------
<5.0
1
08.15.00
08.16.00
0815G
<10
1
08.15.00
08.16.00
0815G
5.8
1
08.15.00
08.16.00
0815G
----------
<5.0 <5.0 <5.0
1 1 1
08.15.00 08.15.00 08.15.00
08.16.00 08.16.00 08.16.00
0815G 0815G 0815G
13 <10 <10
1 1 1
08.15.00 08.15.00 08.15.00
08.16.00 08.16.00 08.16.00
0815G 0815G 0815G
8.6 <5.0 <5.0
1 1 1
08.15.00 08.15.00 08.15.00
08.16.00 08.16.00 08.16.00
0815G 0815G 0815G
------------------------------
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Savannah
Laboratories 5102 LaRoche Avenue • Savannah, GA 31404 • [phone] · Fax [phone] , www.stlsavlab.com
LOG NO
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
SAMPLE DESCRIPTION, LIQUID SAMPLES
LOG NO: S0-05309
Received: 05 AUG 00
Reported: 30 AUG 00
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 16450095
Page 16
DATE/
TIME SAMPLED
05309-11 DUP-1 08-03-00
05309-12 MW-2A 08-02-00/17:00
05309-13 DUP-2 08-03-00
05309-14 UD Effluent 08-03-00/11:10
05309-15 UD Influent 08-03-00/11:15
PARAMETER 05309-11 05309-12 05309-13 05309-14 05309-15
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
340
1
08.15.00
08.16.00
0815G
6.2
1
08.14.00
08.16.00
0814J
61
1
08.15.00
08.16.00
0815G
----------
<40
1
08.15.00
08.16.00
0815G
<3.0
1
08.14.00
08.16.00
0814J
<50
1
08.15.00
08.16.00
0815G
----------
<40 <40 <40
1 1 1
08.15.00 08.15.00 08.15.00
08.16.00 08.16.00 08.16.00
0815G 0815G 0815G
<3. 0 <3.0 <3. 0
1 1 1
08.14.00 08.14.00 08.14.00
08.16.00 08.16.00 08.16.00
0814J 0814J 0814J
<50 <50 <50
1 1 1
08.15.00 08.15.00 08.15.00
08.16.00 08.16.00 08.16.00
0815G 0815G 0815G
-------------------- ----------
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Savannah
Laboratories
·-'"-''""',._ ..... ,Inc
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
05309-11
05309-12
05309-13
05309-14
05309-15
REPORT OF RESULTS
SAMPLE DESCRIPTION, LIQUID SAMPLES
DUP-1
MW-2A
DUP-2
UD Effluent
UD Influent
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
Suspended Solids (160.2)
Suspended Solids, mg/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
- - ------------------------- - -
05309 -11 05309-12
--------------------
<0.30 <0.30
1 1
08.14.00 08.14.00
08.17.00 08.17.00
0814J 0814J
<10 <10
1 1
08.15.00 08.15.00
08.18.00 08.18.00
0815G 0815G
570 9.0
1 1
08.09.00 08.09.00
08.10.00 08.10.00
0809A 0809A
--------------------
LOG NO: S0-05309
Received: 05 AUG 00
Reported: 30 AUG 00
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 16450095
05309 -13
----------
<0.30
1
08.14.00
08.17.00
0814J
<10
1
08.15.00
08.18.00
0815G
<5.0
1
08.09.00
08.10.00
0809A
----------
Page 17
DATE/
TIME SAMPLED
08-03-00
08-02-00/17:00
08-03-00
08-03-00/11:10
08-03-00/11:15
05309-14 05309-15
--------------------
<0.30 <0.30
1 1
08.14.00 08.14.00
08.17.00 08.17.00
0814J 0814J
<10 <10
1 1
08.15.00 08.15.00
08.18.00 08.18.00
0815G 0815G
<5.0 <5.0
1 1
08.09.00 08.09.00
08.10.00 08.10.00
0809A 0809A
--------------------
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S a v a n n a h
Laboratories
,-..,oPS. .. mT..,,i.,,borato""'·'"" 5102 LaRoche Avenue • Savannah, GA 31404 • [phone] · Fax [phone] · www.stlsavlab.com
LOG NO
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
SAMPLE DESCRIPTION, LIQUID SAMPLES
LOG NO: S0-05309
Received: 05 AUG 00
Reported: 30 AUG 00
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 16450095
Page 18
DATE/
TIME SAMPLED
-------- --- -- -- - -------------------------- -------------------
05309-11 DUP-1
05309-12 MW-2A
05309-13 DUP-2
05309-14 UD Effluent
05309-15 UD Influent
08-03-00
08-02-00/17:00
08-03-00
08-03-00/11:10
08-03-00/11:15
------------------------------------------------------------------------------------
PARAMETER 05309-11 05309-12 05309-13 05309-14 05309-15
------------------------------------------------- ------------------------------
Zinc (6010) ' ug/1 130 20 52 <20 <20
Dilution Factor l 1 1 1 1
Prep Date 08.15.00 08.15.00 08.15.00 08.15.00 08.15.00
Analysis Date 08.16.00 08.16.00 08.16.00 08.16.00 08.16.00
Batch ID 0815G 0815G 0815G 0815G 0815G --------------------------------------------------------------------- ----------
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Savannah
Laboratories
,_.,.oiS-mT,.,,,l.aboco ..... ,lo< 5102 LaRoche Avenue • Savannah, GA 31404 • [phone] · Fax [phone] · www.stlsavlab.com
LOG NO
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
SAMPLE DESCRIPTION, LIQUID SAMPLES
05309-16 LD Effluent
05309-17 LD Influent
05309-18 LD Midfluent
05309-19 MS Influent
05309-20 MS Effluent
LOG NO: S0-05309
Received: 05 AUG 00
Reported: 30 AUG 00
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 16450095
DATE/
TIME SAMPLED
08-03-00/12:00
08-03-00/12:10
08-03-00/12:05
08-02-00/18:00
08-02-00/17:55
Page 19
PARAMETER 05309-16 05309-17 05309-18 05309-19 05309-20
Purgeable Halocarbons
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
<1.0
<1.0
<1.0
ug/1 <1.0
<2.0
<1.0
<1.0
<l.0
<1.0
81 %
1
08.09.00
1B0808
<1.0
23
2_5
<1.0
<2.0
<1.0
12
<1.0
<1.0
92 %
1
08.09.00
1B0808
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
<10 <1.0
<10 <1.0
400 <1.0
<10 <1.0
<20 <2.0
49 <1.0
54 <1.0
<10 <1.0
<10 <1.0
88 % 84 %
10 1
08.14.00 08.10.00
1B0814 1B0810
---------- ----------
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Savannah
Laboratories I -~~••·· .. ·•=-.. '" 5102 LaRoche Avenue• Savannah, GA 31404 • [phone] · Fax [phone] • www.stlsavlab.com
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Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
SAMPLE DESCRIPTION, LIQUID SAMPLES
LOG NO: S0-05309
Received: 05 AUG 00
Reported: 30 AUG 00
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 16450095
Page 20
DATE/
TIME SAMPLED LOG NO
05309-16
05309-17
05309-18
05309-19
05309-20
---- - - ------- - -------- ----------------- ---------- --------------------- ---
LD
LD
LD
MS
MS
Effluent
Influent
Midfluent
Influent
Effluent
08-03-00/12:00
08-03-00/12:10
08-03-00/12:05
08-02-00/18:00
08-02-00/17:55
------------------------------------------------------------------------------------
PARAMETER
Purgeable Aromatics (8020)
Acetone, ug/1
Benzene, ug/1
Toluene, ug/1
Total Xylenes, ug/1
Surrogate -
a,a,a-Trifluorotoluene
Dilution Factor
Analysis Date
Batch ID
Barium (6010)
Barium, ug/1
Dilution Factor·
Prep Date
Analysis Date
Batch ID
05309-16
----------
<10
<1.0
<1.0
<3.0
93 %-
1
08.09.00
2B0809B
<50
1
08.15.00
08.16.00
0815G
----------
05309-17
----------
<10
<1.0
<1.0
<3. 0
93 %-
1
08.09.00
2B0809B
<50
1
08.15.00
08.16.00
0815G
----------
05309-18 05309-19 05309-20
----------
NS <100 <10
NS <10 <1.0
NS <10 <1.0
NS <30 <3.0
NS 97 %-97 %-
10 1
08.14.00 08.10.00
1B0814B 1B0810
<50 170 190
1 1 1
08.15.00 08.15.00 08.15.00
08.16.00 08.16.00 08.16.00
0815G 0815G 0815G
------------------------------
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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
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
SAMPLE DESCRIPTION, LIQUID SAMPLES
LOG NO: S0-05309
Received: 05 AUG 00
Reported: 30 AUG 00
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 16450095
Page 21
DATE/
TIME SAMPLED
------------------------------------------------------------------------------------
LD
LD
LD
MS
MS
Effluent
Influent
Midfluent
Influent
Effluent
08-03-00/12:00
08-03-00/12:10
08-03-00/12:05
08-02-00/18:00
08-02-00/17:55
------------------------------------------------------------------------------------
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
-- ----- ------ ----------------
05309-16 05309-17
--------------------
<5.0 <5.0
1 1
08.15.00 08.15.00
08.16.00 08.16.00
0815G 0815G
<10 <10
1 1
08.15.00 08.15.00
08.16.00 08.16.00
0815G 0815G
<5.0 180
1 1
08.15.00 08.15.00
08.16.00 08.16.00
0815G 0815G
--------------------
05309-18 05309-19 05309-20
------------------------------
<5.0 <5.0 <5.0
1 1 1
08.15.00 08.15.00 08.15.00
08.16.00 08.16.00 08.16.00
0815G 0815G 0815G
<10 <10 <10
1 1 1
08.15.00 08.15.00 08.15.00
08.16.00 08.16.00 08.16.00
0815G 0815G 0815G
<5.0 13 80
1 1 1
08.15.00 08.15.00 08.15.00
08.16.00 08.16.00 08.16.00
0815G 0815G 0815G
------------------------------
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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
05309-16
05309-17
05309-18
05309-19
05309-20
SAMPLE DESCRIPTION, LIQUID SAMPLES
LD Effluent
LD Influent
LD Midfluent
MS Influent
MS Effluent
PARAMETER
Nickel (6010)
Nickel, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Lead (7421)
Lead, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Vanadium (6010)
Vanadium, ug/1
Dilution Factor
Prep Date
Analysis Date
05309-16 05309-17
---------- ----------
<40 <40
1 1
08.15.00 08.15.00
08.16.00 08.16.00
0815G 0815G
<3 .0 <3.0
1 1
08.14.00 08.14.00
08.16.00 08.16.00
0814J 0814J
<50 <50
1 1
08.15.00 08.15.00
08.16.00 08.16.00
LOG NO: S0-05309
Received: 05 AUG 00
Reported: 30 AUG 00
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 16450095
05309-18
----------
<40
1
08.15.00
08.16.00
0815G
<3. 0
1
08.14.00
08.16.00
0814J
<50
1
08.15.00
08.16.00
Page 22
DATE/
TIME SAMPLED
08-03-00/12:00
08-03-00/12:10
08-03-00/12:05
08-02-00/18:00
08-02-00/17:55
05309-19 05309-20
--------------------
<40 <40
1 1
08.15.00 08.15.00
08.16.00 08.16.00
0815G 0815G
<3.0 4.1
1 1
08.14.00 08.14.00
08.16.00 08.16.00
0814J 0814J
<50 <50
1 1
08.15.00 08.15.00
08.16.00 08.16.00
Batch ID 0815G 0815G 0815G 0815G 0815G
-------------------------------------------------------------------------------
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Laboratories I •-oi-• .... i.-.-_..., 5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone] · www.stlsavlab.com
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Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S0-05309
Received: 05 AUG 00
Reported: 30 AUG 00
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 16450095
LOG NO
REPORT OF RESULTS
SAMPLE DESCRIPTION, LIQUID SAMPLES
Page 23
DATE/
TIME SAMPLED
05309-16
05309-17
05309-18
05309-19
05309-20
LD Effluent
LD Influent
LD Midfluent
MS Influent
MS Effluent
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
Suspended Solids (160.2)
Suspended Solids, mg/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
-----------------------------
05309-16
----------
<0.30
1
08.14.00
08.17.00
0814J
<10
1
08.15.00
08.18.00
0815G
<5.0
1
08.09.00
08.10.00
0809A
----------
05309-17 05309-18
--------------------
<0.30 <0.30
1 1
08.14.00 08.14.00
08.17.00 08.17.00
0814J 0814J
<10 <10
1 1
08.15.00 08.15.00
08.18.00 08.18.00
0815G 0815G
<5.0 NS
1
08.09.00
08.10.00
0809A
--------------------
08-03-00/12:00
08-03-00/12:10
08-03-00/12:05
08-02-00/18:00
08-02-00/17:55
05309-19 05309-20
---------- ----------
<0.30 <0.30
1 1
08.14.00 08.14.00
08.17.00 08.17.00
0814J 0814J
<10 <10
1 1
08.15.00 08.15.00
08.18.00 08.18.00
0815G 0815G
<5.0 38
1 1
08.09.00 08.09.00
08.10.00 08.10.00
0809A 0809A
--------------------
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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
05309-16
05309-17
05309-18
05309-19
05309-20
REPORT OF RESULTS
SAMPLE DESCRIPTION, LIQUID SAMPLES
LD Effluent
LD Influent
LD Midfluent
MS Influent
MS Effluent
PARAMETER 05309-16 05309-17
------------------- - - - - --- - ----------------------
Zinc (6010) , ug/1 <20 <20
Dilution Factor l l
Prep Date 08.15.00 08.15.00
Analysis Date 08.16.00 08.16.00
Batch ID 0815G 0815G
-------------------------------------------------
LOG NO: S0-05309
Received: 05 AUG 00
Reported: 30 AUG 00
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 16450095
05309-18
----------
<20
l
08.15.00
08.16.00
0815G
----------
DATE/
TIME SAMPLED
08-03-00/12:00
08-03-00/12:10
08-03-00/12:05
08-02-00/18:00
08-02-00/17:55
Page 24
05309-19 05309-20
---------- ----------
<20 <20
l l
08.15.00 08.15.00
08.16.00 08.16.00
0815G 0815G
--------------------
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Savannah
Laboratories 5102 LaRoche Avenue • Savannah, GA 3 I 404 • [phone] • Fax [phone] • www.stlsavlab.com
LOG NO
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
SAMPLE DESCRIPTION, LIQUID SAMPLES
LOG NO: S0-05309
Received: 05 AUG 00
Reported: 30 AUG 00
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 16450095
Page 25
DATE/
TIME SAMPLED ------------------------------------ -------------------------
05309-21
05309-22
05309-23
-----------
PARAMETER
UM Influent
U/L Midfluent
U/L Effluent
----- ----------- ------- ----------------- -- --------
05309-21
08-02-00/11:50
08-02-00/12:05
08-02-00/12:10
05309-22 05309-23 --------------------------------------- ---------- ------------------------------
Purgeable Halocarbons
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
Purgeable Aromatics (8020)
Acetone, ug/1
Benzene, ug/1
Toluene, ug/1
Total Xylenes, ug/1
Surrogate -a,a,a-Trifluorotoluene
Dilution Factor
Analysis Date
Batch ID
<1.0
4.5
16
8.7
<2.0
4.2
2.6
5.6
<1.0
100 'Ir
1
08.10.00
1B0810
27
<1.0
<1.0
<3.0
90 'Ir
1
08.10.00
1B0810
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
<1.0
<1.0
<1.0
<1.0
<2.0
<1.0
<1.0
<1.0
<1.0
83 'Ir
1
08.10.00
1B0810
<10
<1.0
<1.0
<3.0
97 %-
1
08.10.00
1B0810
--------------------------------------- ----------------------------------------
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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 SAMPLE DESCRIPTION, LIQUID SAMPLES
05309-21 UM Influent
05309-22 U/L Midfluent
05309-23 U/L Effluent
LOG NO: S0-05309
Received: 05 AUG 00
Reported: 30 AUG 00
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 16450095
DATE/
TIME SAMPLED
08-02-00/11:50
08-02-00/12:05
08-02-00/12:10
Page 26
------------ - - ------------- - - - ------- - - ----------------------
PARAMETER 05309-21 05309-22 05309·23
--------------------------------------- ----------------------------------------
Barium (6010)
Barium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Beryllium (6010)
Beryllium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Chromium (6010)
Chromium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
<50
1
08.15.00
08.16.00
0815G
<5.0
1
08.15.00
08.16.00
0815G
<10
1
08.15.00
08.16.00
0815G
----------
<50 <50
1 1
08.15.00 08.15.00
08.16.00 08.16.00
0815H 0815H
<5.0 <5.0
1 1
08.15.00 08.15.00
08.16.00 08.16.00
0815H 0815H
<10 <10
1 1
08.15.00 08.15.00
08.16.00 08.16.00
0815H 0815H
--------------------
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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
05309-21
05309-22
05309-23
SAMPLE DESCRIPTION, LIQUID SAMPLES
PARAMETER
UM Influent
U/L Midfluent
U/L Effluent
LOG NO: S0-05309
Received: 05 AUG 00
Reported: 30 AUG 00
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 16450095
05309-21
DATE/
TIME SAMPLED
08-02-00/11:50
08-02-00/12:05
08-02-00/12:10
Page 27
05309-22 05309-23
--------------------------------------- ---------- ---------- --------------------
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
<5.0
1
08.15.00
08.16.00
0815G
<40
1
08.15.00
08.16.00
0815G
<3 .0
1
08.14.00
08.16.00
0814J
----------
<5.0 <5.0
1 1
08.15.00 08.15.00
08.16.00 08.16.00
0815H 0815H
<40 <40
1 1
08.15.00 08.15.00
08.16.00 08.16.00
0815H 0815H
4.1 <3.0
1 1
08.14.00 08.14.00
08.16.00 08.16.00
0814J 0814J
--------------------
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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
05309-21
05309-22
05309-23
REPORT OF RESULTS
SAMPLE DESCRIPTION, LIQUID SAMPLES
PARAMETER
UM Influent
U/L Midfluent
U/L Effluent
Vanadium (6010)
Vanadium, 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
--------------------
LOG NO: S0-05309
Received: 05 AUG 00
Reported: 30 AUG 00
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 16450095
05309-21
----------
<50
1
08.15.00
08.16.00
0815G
<0.30
1
08.14.00
08.17.00
0814J
<10
1
08.15.00
08.18.00
0815G
----------
Page 28
DATE/
TIME SAMPLED
08-02-00/11 :SO
08-02-00/12:05
08-02-00/12:10
05309-22 05309-23
---------- ----------
<50 <50
1 1
08.15.00 08.15.00
08.16.00 08.16.00
0815H 0815H
<0.30 <0.30
1 1
08.14.00 08.14.00
08.17.00 08.17.00
0814J 0814J
<10 <10
1 1
08.15.00 08.15.00
08.18.00 08.18.00
0815H 0815H
---------- ----------
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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
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
SAMPLE DESCRIPTION, LIQUID SAMPLES
05309-21 UM Influent
05309-22 U/L Midfluent
05309-23 U/L Effluent
LOG NO: S0-05309
Received: 05 AUG 00
Reported: 30 AUG 00
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 16450095
DATE/
TIME SAMPLED
08-02-00/11:50
08-02-00/12:05
08-02-00/12:10
Page 29
PARAMETER 05309-21 05309-22 05309-23
Suspended Solids (160.2)
Suspended Solids, mg/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Zinc (6010), ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
<5.0
1
08.09.00
08.10.00
0809A
<20
1
08.15.00
08.16.00
0815G
----------
NS
43
1
08.15.00
08.16.00
0815H
----------
<5.0
1
08.09.00
08.10.00
0809B
<20
1
08.15.00
08.16.00
0815H
----------
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Savannah
Laboratories 5102LaRocheAvenue • Savannah,GA31404 • [phone] • Fax[phone] • www.stlsavlab.com
Mr. Bric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S0-05309
Received: 05 AUG 00
Reported: 30 AUG 00
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 16450095
REPORT OF RESULTS Page 30
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
------------------------------------------------------------------------------------
05309-24 MW-15 08-03-00/11:00
05309-25 MW-23 08-02-00/13:00
05309-26 MW-13 08-02-00/10:30
05309-27 MW-19 08-03-00/09:30
05309-28 MW-9 08-03-00/09:30
------------------------------------------------------------------------------------
PARAMETER 05309-24 05309-25 05309-26 05309-27 05309-28
----------------------------------------------------------- ---------- ----------
Mercury (7470)
Mercury, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
.67
1
08.11.00
08.12.00
0811U
----------
<0.20
1
08.11.00
08.12.00
0811U
----------
0.22 0.81 1.1
1 1 1
08.11.00 08.11.00 08.11.00
08.12.00 08.12.00 08.12.00
0811U 0811U 0811U
-------------------- ----------
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Savannah
Laboratories
,_o,_T_UOO.,-,o., 5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone] • www.stlsavlab.com
LOG NO
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
SAMPLE DESCRIPTION, LIQUID SAMPLES
LOG NO: S0-05309
Received: 05 AUG 00
Reported: 30 AUG 00
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 16450095
Page 31
DATE/
TIME SAMPLED
05309-29 DUP-1 08-03-00
PARAMETER
Mercury (7470)
Mercury, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
05309-29
0 .97
1
08.11.00
08.12.00
0811U
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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
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
SAMPLE DESCRIPTION, LIQUID SAMPLES
LOG NO: S0-05309
Received: OS AUG 00
Reported: 30 AUG 00
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 16450095
Page 32
DATE/
TIME SAMPLED
------------------------------------------------------------------------------------
05309-30 LM Influent 08-02-00/11:55
------------------------------------------------------------------------------------
PARAMETER
-------------------------------------------------
Purgeable Halocarbons
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
Purgeable Aromatics (8020)
Acetone, ug/1
Benzene, ug/1
Toluene, ug/1
Total Xylenes, ug/1
Surrogate -a,a,a-Trifluorotoluene
Dilution Factor
Analysis Date
Batch ID
05309-30
<1.0
11
2.7
1.2
<2.0
<1.0
4.7
5.1
<1.0
95 %
1
08.10.00
1B0810
<10
<1.0
<1.0
<3.0
97 %
1
08.10.00
1B0810
----------------------------------------------------------- --------------------
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S a v a n n a h
Laboratories
,d,...OOofSa"'mT"'"'L.Al>O,o."""''·"'° 5102 LaRoche Avenue • Savannah, GA 31404 • [phone] · Fax [phone] · www.stlsavlab.com
LOG NO
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
SAMPLE DESCRIPTION, LIQUID SAMPLES
LOG NO: S0-05309
Received: 05 AUG 00
Reported: 30 AUG 00
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 16450095
Page 33
DATE/
TIME SAMPLED
05309-30 LM Influent 08-02-00/11:55
PARAMETER
Barium (6010)
Barium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Beryllium (6010)
Beryllium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Chromium (6010)
Chromium, ug/1
Dilution Factor
Prep Date
Analysis Date
05309-30
<50
1
08.15.00
08.16.00
0815H
<5.0
l
08.15.00
08.16_00
0815H
<10
l
08.15_00
08.16.00
Batch ID 0815H
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Savannah
Laboratories 5102 laRoche Avenue • Savannah, GA 31404 • [phone] · Fax [phone] · www.stlsavlab.com •"""•""''"..,_,,r,..,,.....,, • .,.,..,,nc
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S0-05309
Received: 05 AUG 00
Reported: 30 AUG 00
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 16450095
LOG NO
REPORT OF RESULTS
SAMPLE DESCRIPTION, LIQUID SAMPLES
DATE/
TIME SAMPLED
05309-30 LM Influent 08-02-00/11:55
PARAMETER 05309-30
Nickel (6010)
Nickel, ug/1 <40
Dilution Factor 1
Prep Date 08.15.00
Analysis Date 08.16.00
Batch ID 0815H
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
Zinc (6010), ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
<3. 0
1
08.14.00
08.16.00
0814J
<50
1
08~15.00
08.16.00
0815H
<20
1
08.15.00
08.16.00
0815H
Page 34
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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 SAMPLE DESCRIPTION, LIQUID SAMPLES
05309-30 LM Influent
LOG NO: S0-05309
Received: 05 AUG 00
Reported: 30 AUG 00
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 16450095
Page 35
DATE/
TIME SAMPLED
08-02-00/11:55
PARAMETER 05309-30
Cadmium (7131)
Cadmium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Antimony (7041)
Antimony, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Suspended Solids (160.2)
Suspended Solids, mg/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
<0.30
1
08.14.00
08.17.00
0814J
<10
1
08.15.00
08.18.00
0815H
<5.0
1
08.09.00
08.10.00
0809B
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Savannah
Laboratories 5102 LaRoche Avenue • Savannah, GA 31404 • [phone] • Fax [phone] • www.stlsavlab.com
LOG NO
Mr. Bric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
SAMPLE DESCRIPTION, LIQUID SAMPLES
LOG NO: S0-05309
Received: 05 AUG 00
Reported: 30 AUG 00
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 16450095
Page 36
DATE/
TIME SAMPLED
05309-30 LM Influent 08-02-00/11:55
PARAMETER
Manganese (6010)
Manganese, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
05309-30
<5.0
1
08.15.00
08.16.00
0815H
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Savannah
Laboratories 5102 LaRoche Avenue• Savannah, GA 31404 • [phone] · Fax [phone] • www.stlsavlab.com
LOG NO
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
SAMPLE DESCRIPTION, LIQUID SAMPLES
LOG NO: S0-05309
Received: 05 AUG 00
Reported: 30 AUG 00
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 16450095
Page 37
DATE/
TIME SAMPLED
------------------------------------------------------------------------------------
05309-31 Trip Blank 1 08-03-00
------------------------------------------------------------------------------------
PARAMETER
--------------------------------------- ----------
Purgeable Halocarbons
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
Purgeable Aromatics (8020)
Acetone, ug/1
Benzene, ug/1
Toluene, ug/1
Total Xylenes, ug/1
Surrogate -a,a,a-Trifluorotoluene
Dilution Factor
Analysis Date
Batch ID
05309-31
<1.0
<l.0
<1.0
<1.0
<2.0
<1.0
<1.0
<1.0
<1.0
78 %
1
08.10.00
1B0810
13
<1.0
<1.0
<3. 0
93 %
1
08.10.00
1B0810
----------------------------------------------------------- --------------------
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S a v a n n a h
Laboratories 5 !02 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: S0-05309
Received: 05 AUG 00
Reported: 30 AUG 00
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 16450095
Page 38
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
05309-32
05309-33
05309-34
05309-35
05309-36
Method Blank
Reporting Limit (RL)
Lab Control Standard Result
Lab Control Standard Duplicate Result
Spike Amount Added, LCS/LCSD
PARAMETER 05309-32 05309-33 05309-34 05309-35 05309-36
Purgeable Halocarbons
Chloroform, ug/1 <1.0 1.0
1,1-Dichloroethane, ug/1 <1.0 1.0
1,1-Dichloroethene, ug/1 <1.0 1.0 100 % 95 %-20
Cis/Trans-1,2-Dichloroethene, ug/1 <1.0 1.0
Methylene chloride <2.0 2.0
(Dichloromethane), ug/1
Tetrachloroethene, ug/1 <1.0 1.0
1,1,1-Trichloroethane, ug/1 <1.0 1.0
Trichloroethene, ug/1 <1.0 1.0 105 %-105 %-20
Vinyl chloride, ug/1 <l.0 1.0
Surrogate -Bromochloromethane 79 % 80 % 79 %-
Dilution Factor 1 1 1
Analysis Date 08.09.00 08.09.00 08.10.00
Batch ID 2B0809 2B0809 1B0810
------------------------------------------------- ------------------------------
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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: S0-05309
Received: OS AUG 00
Reported: 30 AUG 00
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 16450095
Page 39
DATE/
LOG NO
05309-32
05309-33
05309-34
05309-35
05309-36
SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
Method Blank
Reporting Limit (RL)
Lab Control Standard Result
Lab Control Standard Duplicate Result
Spike Amount Added, LCS/LCSD
PARAMETER
Purgeable Aromatics (8020)
Acetone, ug/1
Benzene, ug/1
Toluene, ug/1
Total Xylenes, ug/1
Surrogate -
a,a,a-Trifluorotoluene
Dilution Factor
Analysis Date
Batch ID
Barium (6010)
Barium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
05309-32
----------
<10
<1.0
<1.0
<3.0
93 'I-
1
08.09.00
2B0809B
<SO
1
08.15.00
08.16.00
0815G
05309-33
----------
10
1.0
1.0
3.0
50
05309-34
----------
108 'I;
100 'I;
95 'I;
100 'I-
1
08.09.00
2B0809B
2100
1
08.15.00
08.16.00
0815G
05309-35
----------
115 'I;
95 'I;
95 "
97 "
1
08.10.00
1B0810B
2110
1
08.15.00
08.16.00
0815G
05309-36
----------
16
20
20
2000
--------------------------------------- ----------------------------------------
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Savannah
Laboratories
•-olS--,,T .... ~.lnc 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: S0-05309
Received: 05 AUG 00
Reported: 30 AUG 00
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 16450095
Page 40
DATE/
LOG NO
05309-32
05309-33
05309-34
05309-35
05309-36
SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
Method Blank
Reporting Limit (RL)
Lab Control Standard Result
Lab Control Standard Duplicate Result
Spike Amount Added, LCS/LCSD
PARAMETER 05309-32 05309-33 05309-34 05309-35 05309-36
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
Be1tch ID
<5.0
1
08.15.00
08.16.00
0815G
<10
1
08.15.00
08.16.00
0815G
<5.0
1
08.15.00
08.16.00
0815G
5.0
10
5.0
50.0
1
08.15.00
08.16.00
0815G
205
1
08.15.00
08.16.00
0815G
512
1
08.15.00
08.16.00
0815G
49.1
1
08.15.00
08.16.00
0815G
203
1
08.15.00
08.16.00
0815G
505
1
08.15.00
08.16.00
0815G
50.0
200
500
--------------------------------------- ---------- ---------- ---------- ----------
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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: S0-05309
Received: 05 AUG 00
Reported: 30 AUG 00
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 16450095
Page 41
DATE/
LCG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
05309-32 Method Blank
05309-33 Reporting Limit (RL)
05309-34 Lab Control Standard Result
05309-35 Lab Control Standard Duplicate Result
05309-36 Spike Amount Added, LCS/LCSD
PARAMETER 05309-32 05309-33 05309-34 05309-35 05309-36
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
08.15.00
08.16.00
0815G
<3 .0
1
08.14.00
08.15.00
0814H
<50
1
08.15.00
08.16.00
0815G
40
3.0
50
506
1
08.15.00
08.16.00
0815G
50.1
1
08.14.00
08.15.00
0814H
500
1
08.15.00
08.16.00
0815G
501
1
08.15.00
08.16.00
0815G
51.5
1
08.14.00
08.15.00
0814H
497
1
08.15.00
08.16.00
0815G
500
50.0
500
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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: S0-05309
Received: 05 AUG 00
Reported: 30 AUG 00
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 16450095
Page 42
DATE/
LOG NO
05309-32
05309-33
05309-34
05309-35
05309-36
SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
Method Blank
Reporting Limit (RL)
Lab Control Standard Result
Lab Control Standard Duplicate Result
Spike Amount Added, LCS/LCSD
------------------------------------------------------------------------------------
PARAMETER
-----------------------------
zinc (6010), ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Cadmium (7131)
Cadmium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Antimony (7041)
Antimony, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
05309-32 05309-33
--------------------
<20 20
1
08.15.00
08.16.00
0815G
<0 .30 0.30
1
08.14.00
08.17.00
0814H
<10 10
1
08.15.00
08.18.00
0815G
05309-34
----------
510
1
08.15.00
08.16.00
0815G
5.75
1
08.14.00
08.17.00
0814H
520
10
08.15.00
08.18.00
0815G
05309-35
----------
503
1
08.15.00
08.16.00
0815G
5. 72
1
08.14.00
08.17.00
0814H
505
10
08.15.00
08.18.00
0815G
05309-36
----------
500
5.00
500
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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: S0-05309
Received: 05 AUG 00
Reported: 30 AUG 00
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 16450095
Page 43
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
05309-32 Method Blank
05309-33 Reporting Limit (RL)
05309-34 Lab Control Standard Result
05309-35 Lab Control Standard Duplicate Result
05309-36 Spike Amount Added, LCS/LCSD
------------------------------------------------------------------------------------
PARAMETER
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
05309-32 05309-33
--------------------
<0.20 0.20
1
08.11.00
08.12.00
0811U
<5. 0 5. 0
1
08.09.00
08.10.00
0809A
05309-34 05309-35 05309-36
------------------------------
2 .40 2.36 2.50
1 1
08.11.00 08.11.00
08.12.00 08.12.00
0811U 0811U
97 96 100
1 1
08.09.00 08.09.00
08.10.00 08.10.00
0809A 0809B
--------------------
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Savannah
Laboratories 5l02 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: S0-05309
Received: 05 AUG 00
Reported: 30 AUG 00
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 16450095
Page 44
DATE/
LOG NO
05309-37
05309-38
05309-39
05309-40
05309-41
SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
LCS/LCSD %-Recovery
LCS Accuracy Control Limit (%-R)
Method Blank
Lab Control Standard Result
Lab Control Standard Duplicate Result
------------------------------------------------------------------------------------
PARAMETER 05309-37 05309-38 05309-39 05309-40 05309-41
-------------------------------------------------------------------------------
Purgeable Halocarbons
1, 1-Dichloroethene, %-98 %-
Trichloroethene, %-105 %-
Surrogate -Bromochloromethane
Chloroform, ug/1
1,1-Dichloroethane, ug/1
Cis/Trans-1,2-Dichloroethene, ug/1
Methylene chloride
(Dichloromethane), ug/1
Tetrachloroethene, ug/1
1,1,1-Trichloroethane, ug/1
Vinyl chloride, ug/1
Dilution Factor
Analysis Date
Batch ID
37-163 %-<1.0
49-138 %-<1.0
70-130 %-79 %-
<1.0
<1.0
<1.0
<2.0
<1.0
<1.0
<1.0
1
08.09.00
2B0809
--------------------
20 19
21 21
80 %-79 %-
1 1
08.09.00 08.10.00
2B0809 1B0810
--------------------
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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
REPORT OF RESULTS
LOG NO: S0-05309
Received: 05 AUG 00
Reported: 30 AUG 00
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 16450095
Page 45
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
------------------------------------------------------------------------------------
05309-37 LCS/LCSD %-Recovery
05309-38 LCS Accuracy Control Limit (%-R)
05309-39 Method Blank
05309-40 Lab Control Standard Result
05309-41 Lab Control Standard Duplicate Result
------------------------------------------------------------------------------------
PARAMETER 05309-37 05309-38 05309-39 05309-40 05309-41
--------------------------------------------------------------------- ----------
Purgeable Aromatics (8020)
Acetone, %
Benzene, %-
Toluene, %-
112 %-
98 %-
95 %-
Surrogate -a,a,a-Trifluorotoluene
Total Xylenes, ug/1
40-130 %
48-152 %-
62-133 %-
70-130 %-
Dilution Factor
Analysis Date
Batch ID
Barium (6010)
Barium, %-
Dilution Factor
Prep Date
Analysis Date
Batch ID
105/105 %-75-125 %-
1
08.15.00
08.16.00
0815G
<25
<1.0
<l.O
90 %-
<3.0
1
08.09.00
2B0809
<50
1
08.15.00
08.16.00
0815H
----------
430 460
20 19
19 19
93 %-93 %-
1 1
08.09.00 08.10.00
2B0809 1B0810
2150 2140
1 1
08.15.00 08.15.00
08.16.00 08.16.00
0815H 0815H
---------- ----------
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S a v a n n a h
Laboratories 5102 LaRoche Avenm: • 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: S0-05309
Received: OS AUG 00
Reported: 30 AUG 00
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 16450095
Page 46
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
05309-37 LCS/LCSD 'lr Recovery
05309-38 LCS Accuracy Control Limit (%R)
05309-39 Method Blank
Lab Control Standard Result 05309-40
05309-41 Lab Control Standard Duplicate Result
PARAMETER
Beryllium (6010)
Beryllium, %
Dilution Factor
Prep Date
Analysis Date
Batch ID
Chromium (6010)
Chromium, %'
Dilution Factor
Prep Date
Analysis Date
Batch ID
Manganese (6010)
05309-37
----------
100/98 'lr
l
08.15.00
08.16.00
0815G
102/101 %
l
08.15.00
08.16.00
0815G
05309-38
----------
75-125 'lr
75-125 %
Manganese, % 102/101 % 75-125 'lr
Dilution Factor 1
Prep Date 08.15.00
Analysis Date 08.16.00
Batch ID 0815G
05309-39 05309-40 05309-41
---------- ---------- ----------
<5.0 50.4 49.8
l l l
08.15.00 08.15.00 08.15.00
08.16.00 08.16.00 08.16.00
0815H 0815H 0815H
<10 208 206
l l l
08.15.00 08.15.00 08.15.00
08.16.00 08.16.00 08.16.00
0815H 0815H 0815H
<5.0 516 512
1 1 1
08.15.00 08.15.00 08.15.00
08.16.00 08.16.00 08.16.00
0815H 0815H 0815H
---------- --------------------
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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: S0-05309
Received: 05 AUG 00
Reported: 30 AUG 00
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 16450095
Page 47
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
05309-37
05309-38
05309-39
05309-40
05309-41
LCS/LCSD % Recovery
LCS Accuracy Control Limit (%R)
Method Blank
Lab Control Standard Result
Lab Control Standard Duplicate Result
------------------------------------------------------------------------------------
PARAMETER 05309-37 05309-38 05309-39 05309-40 05309-41
--------------------------------------- ----------------------------------------
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
101/100 %
1
08.15.00
08.16.00
0815G
100/103 %
1
08.14.00
08.15.00
0814H
100/99 %
1
08.15.00
08.16.00
0815G
75-125 %
80-120 %
75-125 %
-------------------------------------------------
<40
1
08.15.00
08.16.00
0815H
<3.0
1
08.14.00
08.16.00
0814J
<50
1
08.15.00
08.16.00
0815H
----------
512 504
1 1
08.15.00 08.15.00
08.16.00 08.16.00
0815H 0815H
49.8 49.2
1 1
08.14.00 08.14.00
08.16.00 08.16.00
0814J 0814J
507 503
1 1
08.15.00 08.15.00
08.16.00 08.16.00
0815H 0815H
--------------------
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Savannah
Laboratories 5102LaRocheAvenue, Savannah,GA31404 • [phone], Fax[phone] • www.stlsavlab.com
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO: S0-05309
Received: 05 AUG 00
Reported: 30 AUG 00
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 16450095
Page 48
DATE/
LOG NO
05309-37
05309-38
05309-39
05309-40
05309-41
SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
LCS/LCSD % Recovery
LCS Accuracy Control Limit (%R)
Method Blank
Lab Control Standard Result
Lab Control Standard Duplicate Result
PARAMETER
------- -------- - - - - ----------
Zinc (6010), %
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
05309-37 05309-38
--------------------
102/101 % 75-125 %
1
08.15.00
08.16.00
0815G
115/114 % 80-120 %
1
08.14.00
08.17.00
0814H
104/101 % 80-120 %
10
08.15.00
08.18.00
0815G
05309-39 05309-40 05309-41
------------------------------
<20 515 512
1 1 1
08.15.00 08.15.00 08.15.00
08.16.00 08.16.00 08.16.00
0815H 0815H 0815H
<0.30 5.99 5. 79
1 1 1
08.14.00 08.14.00 08.14.00
08.17.00 08.17.00 08.17.00
0814J 0814J 0814J
<10 511 512
1 10 10
08.15.00 08.15.00 08.15.00
08.18.00 08.18.00 08.18.00
0815H 0815H 0815H
------------------------------
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S a v a n n a h
Laboratories
•d.,...,oO-.,To,nlubooo __ ,..., 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: S0-05309
Received: 05 AUG 00
Reported: 30 AUG 00
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 16450095
Page 49
DATE/
LOG NO
05309-37
05309-38
05309-39
05309-40
05309-41
SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
LCS/LCSD % Recovery
LCS Accuracy Control Limit (%R)
Method Blank
Lab Control Standard Result
Lab Control Standard Duplicate Result
------------------------------------------------------------------------------------
PARAMETER 05309-37 05309-38 05309-39 05309-40 05309-41
--------------------------------------- ---------- ---------- --------------------
Mercury (7470)
Mercury, % 96/94 % 80-120 %
Dilution Factor 1
Prep Date 08.11.00
Analysis Date 08.12.00
Batch ID 0811U
Suspended Solids (160.2)
Suspended Solids, mg/1 97%/98% 80-120 % <5.0 96 97
Dilution Factor 1 1 1
Prep Date 08.09.00 08.09.00 08.09.00
Analysis Date 08.10.00 08.10.00 08.10.00
Batch ID 0809B 0809B 0809A --------------------------------------- ----------------------------------------
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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: S0-05309
Received: 05 AUG 00
Reported: 30 AUG 00
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 16450095
Page SO
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
05309-42 LCS/LCSD % Recovery
PARAMETER 05309-42
Purgeable Halocarbons
1,1-Dichloroethene, %
Trichloroethene, %
Surrogate -Bromochloromethane
Dilution Factor
Analysis Date
Batch ID
Purgeable Aromatics (8020)
Acetone, %
Benzene, %
Toluene, %
Surrogate -a,a,a-Trifluorotoluene
Dilution Factor
Analysis Date
Batch ID
Barium (6010)
Barium, %
Dilution Factor
Prep Date
Analysis Date
100/95 %
105/105 %
80/79 %
1
08.09.00
. 2B0809
108/115 %
100/95 %
95/95 %
93/93 %
1
08.09.00
2B0809
108/107 %
1
08.15.00
08.16.00
Batch ID 0815H
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S a v a n n a h
Laboratories 5102LaRocheAvenue • Savannah,GA31404 · [phone] • Fax[phone] · www.stlsavlab.com •-"'S.-,,T_.__.__,nc
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO: S0-05309
Received: 05 AUG 00
Reported: 30 AUG 00
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 16450095
Page 51
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
05309-42 LCS/LCSD %-Recovery
PARAMETER
Beryllium (6010)
Beryllium, %-
Dilution Factor
Prep Date
Analysis Date
Batch ID
Chromium (6010)
Chromium, %-
Dilution Factor
Prep Date
Analysis Date
Batch ID
Manganese (6010)
Manganese, %-
Dilution Factor
Prep Date
Analysis Date
Batch ID
05309-42
101/100 %-
1
08.15.00
08.16.00
0815H
104/103 %-
1
08.15.00
08.16.00
0815H
103/102 %-
1
08.15.00
08.16.00
0815H
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Savannah
Laboratories
'"""'"''"" ... .,,r .. .,,libonotoon,hc
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: S0-05309
Received: 05 AUG 00
Reported: 30 AUG 00
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 16450095
Page 52
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
----------- ----------------- --------------- ------------- - - --- ----------- --- ---------
05309-42 LCS/LCSD % Recovery
PARAMETER 05309-42
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
Zinc (6010), %
Dilution Factor
Prep Date
Analysis Date
102/101 \-
1
08.15.00
08.16.00
0815H
100/98 %
1
08.14.00
08.16.00
0814J
101/101 %
1
08.15.00
08.16.00
0815H
103/102 %
1
08.15.00
08.16.00
Batch ID 0815H
------------------------------------------------- -------------------- ----------
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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: S0-05309
Received: 05 AUG 00
Reported: 30 AUG 00
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 16450095
Page 53
DATE/
LOG NO
05309-42
PARAMETER
SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
LCS/LCSD % Recovery
Cadmium (7131)
Cadmium, %
Dilution Factor
Prep Date
Analysis Date
Batch ID
Antimony (7041)
Antimony, %
Dilution Factor
Prep Date
Analysis Date
Batch ID
Mercury (7470)
Mercury, mg/1
Suspended Solids (160.2)
Suspended Solids, mg/1
05309-42
120/116 %
1
08.14.00
08.17.00
0814J
102/102 %
10
08.15.00
08.18.00
0815H
96%/97%
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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: S0-05309
Received: 05 AUG 00
Reported: 30 AUG 00
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 16450095
Page 54
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
------------------------------------------------------------------------------------
05309-43 MS t Recovery (MW-11)
05309-44 MSD t Recovery (MW-11)
------------------------------------------------------------------------------------
PARAMETER 05309-43 05309-44
------------------------------------------------- -------------------- ----------
Purgeable Halocarbons
1,1-Dichloroethene, %
Trichloroethene, %
Surrogate -Bromochloromethane
Dilution Factor
Analysis Date
Batch ID
Purgeable Aromatics (8020)
Acetone, %
Benzene, %
Toluene, %
Surrogate -a,a,a-Trifluorotoluene
Dilution Factor
Analysis Date
Batch ID
Barium (6010)
Barium, %
Dilution Factor
Prep Date
Analysis Date
Batch ID
110 %
120 t
80 t
1
08.11.00
180811
108 t
100 %
100 t
97 %
1
08.11.00
1B0811B
109 %
1
08.15.00
08.16.00
0815H
100 %
110 %
77 %
1
08.11.00
1B0811
112 %
95 %
95 %
97 %
1
08.11.00
1B0811B
107 %
1
08.15.00
08.16.00
0815H
-------------------------------------------------------------------------------
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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: S0-05309
Received: 05 AUG 00
Reported: 30 AUG 00
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 16450095
Page 55
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
------------------------------------------------------------------------------------
05309-43 MS%-Recovery (MW-11)
05309-44 MSD %-Recovery (MW-11)
------------------------------------------------------------------------------------
PARAMETER 05309-43 05309-44
--------------------------------------- ---------- ---------- ---------- ----------
Beryllium (6010)
Beryllium, %-
Dilution Factor
Prep Date
Analysis Date
Batch ID
Chromium (6010)
Chromium, %-
Dilution Factor
Prep Date
Analysis Date
Batch ID
Manganese (6010)
Manganese, %
Dilution Factor
Prep Date
Analysis Date
Batch ID
101 %-
1
08.15.00
08.16.00
0815H
103 %-
1
08.15.00
08.16.00
0815H
136 %-*F79
1
08.15.00
08.16.00
0815H
98 %-
1
08.15.00
08.16.00
0815H
101 %-
1
08.15.00
08.16.00
0815H
103 %-
1
08.15.00
08.16.00
0815H
--------------------------------------- ------------------------------ ----------
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Savannah
Laboratories 5102 LaRochc 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: S0-05309
Received: 05 AUG 00
Reported: 30 AUG 00
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 16450095
Page 56
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
05309-43 MS% Recovery (MW-11)
05309-44 MSD % Recovery (MW-11)
PARAMETER 05309-43 05309-44
--------------------------------------- ----------------------------------------
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
96 %
1
08.15.00
08.16.00
0815H
128 %
1
08.14.00
08.16.00
0814J
104 %
1
08.15.00
08.16.00
0815H
99 %
1
08.15.00
08.16.00
0815H
108 %
1
08.14.00
08.16.00
0814J
99 %
1
08.15.00
08.16.00
0815H
--------------------------------------- ---------- -------------------- ----------
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Savannah
Laboratories 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
REPORT OF RESULTS
LOG NO: S0-05309
Received: 05 AUG 00
Reported: 30 AUG 00
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 16450095
Page 57
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
------------------------------------------------------------------------------------
05309-43 MS Ir Recovery (MW-11)
05309-44 MSD Ir Recovery (MW-11)
------------------------------------------------------------------------------------
PARAMETER 05309-43 05309-44
-------------------------------------------------------------------------------
Zinc (6010), Ir 106 Ir 101 Ir
Dilution Factor 1 1
Prep Date 08.15.00 08.15.00
Analysis Date 08.16.00 08.16.00
Batch ID 0815H 0815H
Cadmium (7131)
Cadmium, Ir 113 Ir 113 Ir
Dilution Factor 1 1
Prep Date 08.14.00 08.14.00
Analysis Date 08.17.00 08.17.00
Batch ID 0814J 0814J
Antimony (7041)
Antimony, Ir 77 Ir 76 Ir
Dilution Factor 10 10
Prep Date 08.15.00 08.15.00
Analysis Date 08.18.00 08.18.00
Batch ID 0815H 0815H
Suspended Solids (160.2)
Suspended Solids, mg/1
-------------------------------------------------------------------------------
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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: S0-05309
Received: 05 AUG 00
Reported: 30 AUG 00
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 16450095
Page 58
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
05309-45 MS% Recovery (MW-23)
05309-46 MSD % Recovery (MW-23)
PARAMETER 05309-45 05309-46
Purgeable Halocarbons
1,1-Dichloroethene, %
Trichloroethene, \
Surrogate -Bromochloromethane
Dilution Factor
Analysis Date
Batch ID
Purgeable Aromatics (8020)
Acetone, %
Benzene, %-
Toluene, %
Surrogate -a,a,a-Trifluorotoluene
Dilution Factor
Analysis Date
Batch ID
Barium (6010)
Barium, \-
Dilution Factor
Prep Date
Analysis Date
Batch ID
90 %
130 %
79 %-
1
08.11.00
1B08ll
110 %
95 %
95 %-
97 %-
l
08.11.00
1B0811B
106 %-
1
08.15.00
08.16.00
0815G
85 %
120 %-
82 %-
1
08.11.00
1B08ll
102 %
90 %
90 %-
97 %-
l
08.11.00
1B0811B
107 %-
1
08.15.00
08.16.00
0815G
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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
REPORT OF RESULTS
LOG NO: S0-05309
Received: 05 AUG 00
Reported: 30 AUG 00
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 16450095
Page 59
DATE/
LOG NO
05309-45
05309-46
SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
MS% Recovery (MW-23)
MSD % Recovery (MW-23)
------------------------------------------------------------------------------------
PARAMETER
Beryllium (6010)
Beryllium, %
Dilution Factor
Prep Date
Analysis Date
Batch ID
Chromium (6010)
Chromium, %-
Dilution Factor
Prep Date
Analysis Date
Batch ID
Manganese (6010)
Manganese, %
Dilution Factor
Prep Date
Analysis Date
Batch ID
05309-45 05309-46
99 %
1
08.15.00
08.16.00
0815G
100 %
1
08.15.00
08.16.00
0815G
99 %
1
08.15.00
08.16.00
0815G
99 %
1
08.15.00
08.16.00
0815G
102 %
1
08.15.00
08.16.00
0815G
113 %
1
08.15.00
08.16.00
0815G
----------------------------------------------------------- --------------------
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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: S0-05309
Received: 05 AUG 00
Reported: 30 AUG 00
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 16450095
Page 60
DATE/
LOG NO
05309-45
05309-46
SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
MS% Recovery (MW-23)
MSD % Recovery (MW-23)
PARAMETER 05309-45 05309-46
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
100 %
1
08.15.00
08.16.00
0815G
101 %-
1
08.14.00
08.15.00
0814H
100 %-
1
08.15.00
08.16.00
0815G
101 %-
1
08.15.00
08.16.00
0815G
100 %
1
08.14.00
08.15.00
0814H
100 %-
1
08.15.00
08.16.00
0815G
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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: S0-05309
Received: 05 AUG 00
Reported: 30 AUG 00
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 16450095
Page 61
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
05309-45
05309-46
MS% Recovery (MW-23)
MSD % Recovery (MW-23)
------------------------------------------------------------------------------------
PARAMETER 05309-45 05309-46
---------- - -- ------------------------------------------------------------------
Zinc (6010), % 99 % 101 %
Dilution Factor 1 1
Prep Date 08.15.00 08.15.00
Analysis Date 08.16.00 08.16.00
Batch ID 0815G 0815G
Cadmium (7131)
Cadmium, %' 111 % 115 %
Dilution Factor 1 1
Prep Date 08.14.00 08.14.00
Analysis Date 08.17.00 08.17.00
Batch ID 0814H 0814H
Antimony (7041)
Antimony, mg/1 92 % 98 %
Dilution Factor 10 10
Prep Date 08.15.00 08.15.00
Analysis Date 08.18.00 08.18.00
Batch ID 0815G 0815G
Suspended Solids (160.2)
Suspended Solids, mg/1
-------------------------------------------------------------------------------
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Savannah
Laboratories 5102 LaRoche Avenue• Savannah, GA 31404 • [phone] · Fax [phone] · www.stlsavlab.com
LOG NO: S0-05309
Received: 05 AUG 00
Reported: 30 AUG 00
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 16450095
REPORT OF RESULTS Page 62
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
------------------------------------------------------------------------------------
05309-45 MS% Recovery (MW-23)
05309-46 MSD % Recovery (MW-23)
------------------------------------------------------------------------------------
PARAMETER 05309-45 05309-46
--------------------------------------- ---------- ------------------------------
Mercury (7470)
Mercury, % 94 % 93 %
Dilution Factor 1 1
Prep Date 08.11.00 08.11.00
Analysis Date 08.12.00 08.12.00
Batch ID 0811U 0811U
----------------------------------------------------------- --------------------
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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: S0-05309
Received: 05 AUG 00
Reported: 30 AUG 00
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 16450095
Page 63
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
05309-47 MS Accuracy Advisory Limit (%R)
PARAMETER
Purgeable Halocarbons
1,1-Dichloroethene, %
Trichloroethene, %-
Surrogate -Brornochloromethane
Purgeable Aromatics (8020)
Acetone, %
Benzene, %-
Toluene, %-
Surrogate -a,a,a-Trifluorotoluene
Barium (6010)
Barium, %-
Beryllium (6010)
Beryllium, j;
Chromium (6010)
Chromium, %
05309-47
37-163 %
49 -138 %
70-130 %
40-130 %
48-152 %
62-133 %
70-130 %
75-125 %
75-125 %
75-125 I; I Manganese (6010)
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Manganese, %-
Nickel (6010)
Nickel, %-
75-125 %
75-125 %
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Savannah
Laboratories .. ......, .. _._,__,,_Inc 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: S0-05309
Received: 05 AUG 00
Reported: 30 AUG 00
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 16450095
Page 64
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
------------------------------------------------------------------------------------
05309-47 MS Accuracy Advisory Limit (%R)
------- ----- - - - -------- - - ------------------------------------ -------------------- ---
PARAMETER 05309-47
--------------------------------------------------------------------- ----------
Lead (7421)
Lead, %
Vanadium (6010)
Vanadium, %'
Zinc (6010), %
Cadmium (7131)
Cadmium, %
Antimony (7041)
Antimony, %
Suspended Solids (160.2)
Suspended Solids, mg/1
Mercury (7470)
Mercury, %
80-120 %
75-125 %-
75-125 %
80-120 %
80-120 %
80-120 %
------------------------------------------------- -------------------- ----------
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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
REPORT OF RESULTS
LOG NO SAMPLE DESCRIPTION, AIR SAMPLES
05309-48 SVE Stack
05309-49 UD Stack
05309-50 UL Stack
05309-51 MS Stack
05309-52 LD Stack
LOG NO: S0-05309
Received: 05 AUG 00
Reported: 30 AUG 00
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 16450095
DATE/
TIME SAMPLED
08-03-00/08:55
08-03-00/11:20
08-02-00/12:15
08-02-00/13:45
08-03-00/12:15
Page 65
PARAMETER 05309-48 05309-49 05309-50 05309-51 05309-52
Volatile Organics (EPA-18)
Vinyl chloride, mg/m3
1,1-Dichloroethene, mg/m3
Methylene chloride
(Dichloromethane), mg/m3
trans-1,2-Dichloroethene, mg/rn3
1,1-Dichloroethane, mg/m3
cis-1,2-Dichloroethene, mg/m3
Chloroform, mg/m3
1,1,1-Trichloroethane, mg/m3
Benzene, mg/m3
Trichloroethene, mg/m3
Toluene, mg/m3
Tetrachloroethene, mg/m3
m&p-Xylene, mg/m3
o-Xylene, mg/m3
Acetone, mg/m3
Dilution Factor
Analysis Date
Batch ID
<2.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<10
1
08.05.00
2L0804
<2.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<10
1
08.05.00
2L0804
----------
<2.0 <2.0 <2.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<10 <10 <10
1 1 1
08.05.00 08.05.00 08.05.00
2L0804 2L0804 2L0804
------------------------------
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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: S0-05309
Received: 05 AUG 00
Reported: 30 AUG 00
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 16450095
REPORT OF RESULTS Page 66
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR AIR SAMPLES TIME SAMPLED
---- - ------ -------------- - - ------------------ ------ - ----- - - - -
05309-53 Method Blank
05309-54 Lab Control Standard% Recovery
05309-55 LCS Accuracy Control Limit (%R)
---- - - - ---- ------- - ------ - - ------ ----- - ------ - ---- - ------- ---
PARAMETER 05309-53 05309-54 05309-55 ----------------------------------------------------------- --------------------
Volatile Organics (EPA-18)
Vinyl chloride, mg/m3
1;1-Dichloroethene, mg/m3
Methylene chloride (Dichloromethane), mg/m3
trans-1,2-Dichloroethene, mg/m3
1,1-Dichloroethane, mg/m3
cis-1,2-Dichloroethene, mg/m3
Chloroform, mg/m3
1,1,1-Trichloroethane, mg/m3
Benzene, mg/m3
Trichloroethene, mg/m3
Toluene, mg/m3
Tetrachloroethene, mg/m3
m&p-Xylene, mg/m3
a-Xylene, mg/m3
Acetone, mg/m3
Chlorobenzene, %
Dilution Factor
Analysis Date
Batch ID
<2.0
<1.0
<1.0
<1.0
<1.0
<l.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<10
1
08.05.00
2L0804
100 %
100 %
90 %
98 %
102 %
1
08.04.00
2L0804
60-140 %-
60-140 %
60-140 %
60-140 %
60-140 %
----------------------------------------------------------- --------------------
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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: S0-05309
Received: 05 AUG 00
Reported: 30 AUG 00
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 16450095
REPORT OF RESULTS Page 67
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR AIR SAMPLES TIME SAMPLED
----- - - ---- --- - - -------- - -------- - - -------- ----------- -------
05309-53 Method Blank
05309-54 Lab Control Standard% Recovery
05309-55 LCS Accuracy Control Limit (%R)
-- ------- -- ----- - ------- - ------- - ----------- - ----------------
PARAMETER 05309-53 05309-54 05309-55
------------------------------------------------- -------------------- ----------
NS= No sample received.
X = Dilution 1/10 due to spike level.
Methods: EPA SW-846, Update III.
EPA Method: NIOSH-1501
*F79 = Matrix spike recoveries were outside advisory limits due to non-
homogeneity of the sample.0
Angie WeimeUkirk, Project Manager
Savannah
Laboratories
PROJECT REFERENCE
RECEIVED BY: (SIGNATURE)
ANALYSIS REQUEST AND CHAIN OF CUSTODY RECORD
PROJECT NO PROJECT LOCATION
(STATE) /1/C
CONTRACT NO.
MATRIX
TYPE
cr ~
DATE TIME RELINQUISHED BY: (SIGNATURE)
r,~o , 70{)
DA E TIME RECEIVED BY: (SIGNATURE)
0 ~ w
>-' z w > i5 w
0 s 0
~ w ~ 0 w ~ 0 ~ z 0 z
~ I>,
~ ~
Serial Number
~ 5102 LaRoche Avenue, Savannah. GA 31404
0 2846 Industrial P!aza Dnve, Tallahassee. FL 32301
0 900 lakeside Drive, Mobile, AL 36693
0 6712 Benjamin Rd .. Suite 100. Tampa. FL 33634
REQUIRED ANALYSES ,.
~ !\> ~ ~ ~ ' .,., ~~ ~ ~~ ~~ ~ ~ ~ \;: ¼1
NUMBER OF CONTAINERS SUBMITTED
X
Phone: [phone] Fax: [phone]
Phone: [phone] Fax: [phone]
Phone: [phone] Fax: [phone]
Phone: [phone] Fax: [phone]
DELIVERY ~
DATE DUE ____ _
EXPEDITED REPORT
DELIVERY
(SURCHARGE} 0
DATE DUE ___ ~_
NUMBER OF COOLERS SUBMITTED PER
SHIPMENT:
REMARKS
DATE TIME RELINQUISHED BY: (SIGNATURE) DATE TIME
DATE TIME RECEIVED BY: (SIGNATURE) DATE TIME
LABORATORY USE ONLY
RECEIVED FOR LABORATORY BY:
(SIGNATURE) -TIME / q_, 'j CUSTODY INTACT CUSTODY STL-SL LOG NO. LABORATORY REMARKS:
YES,._,,
SEAL NO. 1
L
ANALYSIS REQUEST AND CHAIN OF CUSTODY RECORD
Savannah
,Laboratories
PROJECT REFERENCE PROJECT NO
/?tJ (7(/00 /(7/
P.O. NUMBER
PROJECT LOCATION
(STATE) /1/C
CONTRACT NO
MATRIX
TYPE
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DATE TIME SAMPLE IDENTIFICATION g ,1 :;l
Serial Number
© 5102 LaAoche Avenue. Savannah. GA 31404
0 2846 Industrial Plaza Drive. Tallahassee. FL 32301
0 900 lakeside Drive. Mobile. AL 36693
0 6712 Benjamin Ad., Suite 100. Tampa, FL 33634
REQUIRED ANALYSES
NUMBER OF CONTAINERS SUBMITTED
Ui::'.!J~44
Ptione: [phone] Fax: [phone]
Phone: [phone] Fax: [phone]
Phone: [phone] Fax: [phone]
Phone: [phone] Fax: [phone]
PAGE /
STANDARD REPORT
DELIVERY
DATE DUE, ____ _
EXPEDITED REPORT
DELIVERY
(SURCHARGE) 0
DATE DUE, ____ _
REMARKS
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TIME
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DATE TIME RELINQUISHED BY: (SIGNATURE) DATE TIME
9;/~~ /7t»
TIME RECEIVED BY: (SIGNATURE) DATE TIME RECEIVED BY: (SIGNATURE) DATE TIME
LABORATORY USE QNL Y
RECEIVED FOR LABORATORY BY: TIME CUSTODY INTACT CUSTODY STL-SL LOG NO.
(SIGNATURE) SEAL NO.
(l
ANALYSIS REQUEST AND CHAIN OF CUSTODY RECORD
fS 8.%,v ·a n n a h
IL:a lio ra tori es,
ROJECT REFERENCE PROJECT NO.
Ll} //1/Ftt(t;AIT
RELINQUISHED BY: (SIGNATURE) DATE
7, (0
DATE
TIME
TIME
PROJECT LOCATION
(STATE) /JC,
CONTRACT NO
MATRIX
TYPE
RELINQUISHED BY: (SIGNATURE}
RECEIVED SY: (SIGNATURE)
Serial Number
0-5102 LaRoche Avenue, Savannah. GA 31404
0 2846 Industrial Plaza Drive, Ta1!ahassee, FL 32301
Q 900 Lakeside Drive, Mobile. Al 36693
0 6712 BenIamin Rd., Suite 100. Tampa, FL 33634
REQUIRED ANALYSES
NUMBER OF CONTAINERS SUBMITTED
Y-X-
x >,(
X
X
Y...
X. ><-><
X. x..
y: x X
Phone: [phone] Fax: [phone]
Phone: [phone] Fax: [phone]
Phone: [phone] Fax: [phone]
Phone: [phone] Fax: [phone]
PAGEp(_ OF
STANDARD REPORT
DELIVERY
DATE DUE ____ _
EXPEDITED REPORT
DELIVERY
(SURCHARGE) 0
DATE DUE ____ _
NUMBER OF COOLERS SUBMITTED PER
SHIPMENT·
REMARKS
DATE TIME RELINQUISHED BY: (SIGNATURE) DATE TIME
DATE TIME RECEIVED BY: (SIGNATURE) DATE TIME
LABORATORY USE ONLY
RECEIVED FOR LABORATORY BY: TIME
015"'/ ,✓
CUSTODY
SEAL NO.
STL-SL LOG NO. LABORATORY REMARKS: 1
Serial Number Q O 4 9 0 8
ANALYSIS REQUEST AND CHAIN OF CUSTODY RECORD @ 5102 LaRoche Avenue, Savannah. GA 31404
0 2646 Industrial Plaza Drive. Tallahassee, FL 32301
0 900 Lakeside Drive, Mobile, AL 36693
Phone: [phone] Fa)(: [phone]
Savannah
Laboratories
SAMPLE
DATE TIME
I/
RELINQUISHED BY: (SIGNATURE)
RECEIVED BY: (SIGNATURE)
RECEIVED FOR LABORATORY BY:
Ll..,,..,----rf~
CLIENT PHONE
7C'-f-7'i.S'-7c,7-. -
CLIENT EMAIL
PROJECT LOCATION
(STATE) ,A/L
CONTRACT NO.
CLIENT FAX
i'>'/-?;s-7c 76
SAMPLE IDENTIFICATION
~ g • §:
m < ~ " ~ 0 s w >--in 0 ~ ~ 0 u
MATRIX
TYPE
" ii: J
w 0
~ w ~ ;;_ w w w ~ ~ 0 0 w ~ 0 <
0 6712 Benjamin Rd., Suite 100, Tampa, FL 33634
REQUIRED ANALYSES
0 >--w
>-' z w > J 0 ~ w
_j
2. \,..: 0
5 0
J w ~ ~ 0 w ~ ~ 0 < z 0 NUMBER OF CONTAINERS SUBMITTED z
Phone: [phone] Fax: [phone]
Phone: [phone] Fax: [phone]
Phone: [phone] Fax: [phone]
PAGE OF
STANDARD REPORT .O
DELIVERY
DATEDU~
EXPEDITED REPORT
DELIVERY
(SURCHARGE)
DATEDUE '3/__;q~
NUMBER OF COOLERS SUBMITTED PER
SHIPMENT:
REMARKS
DATE TIME RELINQUISHED BY: (SIGNATURE) DATE TIME RELINQUISHED BY: (SIGNATURE) DATE TIME
DATE TIME
TIME
,'tJu
RECEIVED BY: (SIGNATURE) DATE TIME RECEIVED BY: (SIGNATURE) DATE TIME
LABORATORY USE ONLY
CUSTODY INTACT CUSTODY STL-SL LOG NO. LABORATORY REMARKS:
SEAL NO.
-J. z a ii: 0