NCD003446721_20010210_Celeanse Corporation - Shelby Fiber_FRBCERCLA RD_Semi-Annual Progress and O and M Report November 2000 - January 2001-OCR

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I Macon/Dockery Site
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R=ic=h=m=o=n=d=C=ou=n=ty=, N=o=rt=h=C=a=r=ol=in=a======~'~=====
Reply to: Technical Committee
February 10, 2001 '---rs
c/o David L. Jones
oil-Rand Company
l I 4 Spencer Road
ssopolis, Michigan
one: 6 l 6/445-885 l
x: 616/445-001 l
Ms. Giezelle S. Bennett
Remedial Project Manager
United States Environmental Protection Agency
Region 4
61 Forsyth Street, S.W.
Atlanta, Georgia 30303-3104
~\ 1; !; IE HI IE TI. · H:8 I 3 Lv01 ._,
SUPERf UNO SEC1\0N
Re: Maconillockery Site -Cordova, North Carolina
ca
h
a
Semi-Annual Progress and O&M Report -November 2000 Through January 2001
Dear Ms. Bennett:
On behalf of the Macon/Dockery Site Group ("Group"), the November 2000 through January 2001
Monthly Progress and O&M Report is herewith submitted in accordance with SECTION XV -
PROGRESS REPORTS of the Unilateral Administrative Order (effective date -June 30, 1992) for
the Macon/Dockery Site. Additionally, the attached report includes the provisions included in the
recommendations section of the USEPA-Region IV Five Year Review Report dated September
2000. This report describes activities which occurred during the period of November 2000 through
January 2001 as part of the Remedial Action phase of this project. Specifically, this report details
the operational status of the groundwater remediation systems and the results of the semi-annual
groundwater and system sampling event conducted in January 200 I.
PROJECT TASKS INITIATED OR COMPLETED THROUGH JANUARY 2001:
■ Monthly O & M of the systems
■ Quarterly influent and effluent sampling of the remediation systems
• Quarterly sampling of twelve monitoring wells
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Ms. Giezelle Bennett
February 10, 2001
Page No. 2
RESULTS OF SAMPLING AND TESTING AND OTHER DATA RECEIVED:
Laboratory results for the January 2001 semi-annual 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. 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.
System samples were not collected from the Lower Dockery and Upper/Lower Macon groundwater
remediation systems due to operational problems at the time of the semi-annual sampling event.
Mass removal estimates for the Lower Dockery and Upper/Lower Macon groundwater remediation
systems were calculated using the October 2000 influent laboratory analytical data. Influent and
effluent system samples will be collected from the systems upon repair. Updated mass removal
estimates and associated laboratory analytical results will be included as an addendum to this report.
A description of the operational problems encountered at each remedial system is included in this
report in the Problems and Delays section. All effluent concentrations for the collected groundwater
samples from the Upper Dockery and Upper Macon Source Area remedial systems were below the
Remediation Performance Standards established for the site.
The following table summarizes the remedial systems performance for the period October 26, 2000
through January 26, 200 I:
Remediation Total Gallons Average Flow Mass VOe Total VOe Percent
System Removed For Rate For Removal For Removal Since Operational
Location Period Period Period Start-Up For Period
Upper/Lower 200,354 Gallons 1.50 GPM 0.06 pounds 6.50 pounds 69%
Macon
Lower 769,926 Gallons 5.75 GPM 0.24 pounds 12.07 pounds 53 %
Dockery
Upper 615,761 Gallons 4.59 GPM 0.45 pounds 19.76 pounds 100%
Dockery
Macon Source 526,024 Gallons 3.93 GPM 0.37 pounds 3.96 pounds 100%
Area
GPM -Gallons per mmute
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Ms. Giezelle Bennett
February I 0, 2001
Page No. 3
TASKS PLANNED FOR PERIOD FEBRUARY 1, 2001 THROUGH JULY 31, 2001:
• Monthly O&M of systems
• Semi-annual sampling of site monitoring wells and groundwater remediation systems in July
2001.
PROBLEMS AND DELAYS:
• October 30 through December 15, 2000 -The re-circulation pump on the Upper Macon
System failed on October 30, 2000. The pump was removed for diagnosis and repair and
was replaced during the December 15, 2000 site visit. During the time the Upper Macon
System was inoperable, the Lower Macon System continued to operate normally.
• November 2 through November 8, 2000 -The Lower Dockery System was down due to a
high sump level alarm. The sump was drained and the system restarted on November 8,
2000.
•
•
•
December I through December 8, 2000 -The Lower Dockery System was down due to a
high sump level alarm. The sump was drained and the system restarted on December 8,
2000.
December 29, 2000 through February 8, 2001 -A malfunctioning effluent pump caused the
system to shut down, resulting in freeze damage to the system piping and equipment at the
Upper/Lower Macon System. The freeze damage resulted in warped bag filter housing lids
causing the system to remain inoperable. The bag filter housing lids are scheduled for repair
during the February 8, 200 I site visit. The effluent pump was diagnosed and repaired on-site
and remains operational. System influent and effluent samples will be collected upon repair
and start-up of the remedial system. The associated laboratory analytical results will be
included as an addendum to this report
December 29, 2000 through January 26, 2001 -The Lower Dockery groundwater remedial
system was inoperable due to a damaged tank level controller. A new controller has been
ordered and is scheduled for installation during the February 8, 2001 site visit. Due to the
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Ms. Giezelle Bennett
February I 0, 2001
Page No. 4
system operational problems, influent and effluent samples could not be collected during the
semi-annual groundwater sampling event. The samples will be collected upon repair and
start-up of the remedial system. The associated laboratory analytical results will be included
as an addendum to this report.
Respectti~lly ·tted,
£~. ~~~
/ ?avid Jo s
Project Coordinator
cc: Macon/Dockery Site Group Members
Mike Profit, COM Federal Programs
David Mattison, NC Super Fund Section
- --- - - - - - - -
TABLE I
Groundwater Quality Summary
Upper Dockery
Macon/Dockery Site
Richmond County North Carolina '
-
Sample Date I, l -Dichloroethane 1, 1 -Dichloroethene Cis/trans-1,2-Dichloroethene Tetrachloroethene
Location
2/13/96
UD Influent 2/13/96
2/14/96
2/14/96
2/14/96
2/14/96
2/15/96
2/15/96
2/16/96
2/17196
2/17/96
2/22/96
2122/96
2/28/96
2/28/96
3/8/96
4/3/96
4/3/96
513/96
615/96
7/1/96
8/1/96
11/7/96
1117196
2/5/97
5/14/97
8/7/97
11/13/97
2/5198
517198
7/9/98
817198
1114/98
2/11/99
5/12199
8/5/99
11/3/99
5/9/00
813/00
1/18/01
Remediation 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
<1.0
<2
<1.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
3500
(ug/L)
I50E
130
89E
100
120E
110
130E
140
160
!SOE
120
150£
96
200£
240
130
160E
92
130
110
77
220
240
NA
100
56
39
88
74
110
69
120
140
75
110
110
150
64
62
76
7
(ug/L) (ug/L)
1.3 1.3
<1.0 <1.0
1.2 <1.0
<1.0 <1.0
1.4 1.3
<1.0 <1.0
1.2 1.4
2 <1.0
<1.0 <1.0
1.7 2.1
<1.0 <1.0
1.4 <1.0
<1.0 <1.0
1.9 I
<LO <1.0
1.7 <1.0
11 1.6
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<5.0 <5.0
<10 <10
NA NA
<25 <25
<1.0 <l.0
<1.0 <1.0
<2 <2
<1.0 <1.0
<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 <5.0
<5.0 <5.0
<5.0 <5.0
<5.0 <5.0
70
- - --- - -
I, 1,1-Trichloroethane Trichloroethylene Toluene
(ug/L) (ug/L) (ug/L)
54 8 3
33 <1.0 <1.0
55 4.5 <I.0
34 5.3 <1.0
50 7.9 <l.0
48 7.8 <1.0
54 8.3 <1.0
56 8.6 2.8
64 10 <1.0
62 9.4 <1.0
42 6.4 <1.0
52 5.7 <1.0
48 5.5 <1.0
19 5.3 <1.0
50 <1.0 <1.0
55 3.8 <1.0
38 5.6 <1.0
25 3.9 <1.0
38 4.8 <1.0
5.2 <1.0 2.8
25 3.6 <1.0
52 5.7 <5.0
54 <10 <10
NA NA NA
31 <25 <25
16 3.5 <1.0
13 2.2 <1.0
16 4.2 <2
18 7.3 <l.0
24 <5.0 <5.0
17 <5.0 NS
20 6.4 <5.0
21 <5.0 <5.0
13 7.0 <5.0
20 9.4 <5.0
23 5.0 <5.0
26 5.0 <5.0
8.9 <5.0 <5.0
10 <5.0 <5.0
12 <5.0 <5.0
200 2.8 1000
- -- -- - -
Sample Date
Location
2/13/96
UD Influent 2113/96
2/14/96
2/14/96
2/14/96
2/14/96
2/15/96
2/15/96
2/16/96
2/17/96
2/17/96
2/22/96
2/22/96
2/28/96
2/28/96
3/8/96
4/3/96
4/3/96
5/3/96
6/5/96
7/1/96
8/1/96
1117/96
11/7/96
2/5/97
5/14/97
8/7/97
I l/13/97
2/5/98
5/7/98
7/9/98
8/7/98
11/4/98
2/11/99
5/12/99
8/5/99
11/3/99
519100
8/3/00
1/18/01
Remedtat1on 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 Zinc
(ug/L) (ug/L) (ug/L) (ug/L) (ug/L) (ug/L)
3.1 <10 20 92 64 33
<3.0 <10 <10 <50 <5.0 <20
<3.0 <10 12 53 14 <20
<3.0 <10 <10 <50 <5.0 <20
<3.0 <10 II 54 14 <20
<3.0 <10 <10 <50 <5.0 <20
<3.0 <10 19 81 53 <20
<3.0 <10 <10 <50 <5.0 <20
<3.0 <10 II 57 II <20
<3.0 <10 <10 55 12 <20
<3.0 <10 <10 <50 <5.0 <20
<3.0 <10 13 <50 13 <20
<3.0 <10 <10 <50 <5.0 <20
<3.0 <10 II <50 7.7 <20
<3.0 <10 <10 <50 <5.0 <20
<3.0 <10 <10 <50 <5.0 <20
<3.0 <10 II 52 <5.0 <20
<3.0 <10 <10 <50 <5.0 <20
<3.0 <10 16 58 <5.0 <20
<3.0 <10 <10 <50 <5.0 <20
<3.0 <10 <10 <50 <5,0 <20
<15 <50 II <50 5.5 <20
<30 2100 19 61 9.5 <20
NA 150* NA NA NA NA
<75 <250 12 51 <5.0 <20
<3.0 <10 <10 58 5.3 <20
<3.0 <10 <10 <50 <5.0 <20
<6 <20 14.7 55.6 10.3 <20
<3.0 <10 42 65 78 <20
<15 110 16 50 58 <20
NS NS NS NS NS NS
<5.0 <50 13 50 <5.0 <20
<15 <50 23 93 61 <20
<15 <50 II 62 <5.0 <20
<15 <50 13 59 7.2 <20
<15 <50 14 66 <5.0 <20
<15 <50 13 60 <5.0 <20
<15 <50 14 65 <5.0 <20
<15 <50 <10 77 <5.0 <20
<15 <50 <10 I 10 32 <20
400 3500 50 1000 50 5000
-- --- - -
Lead Suspended Solids
(ug/L) (mg/L)
3.1 51
<3.0 <5.0
<3.0 52
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 8
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 8
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 5
<3.0 10
<3.0 <5.0
NA NA
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 36
<3.0 <5.0
NS NS
<3.0 <5.0
<3.0 96
<3.0 8.0
<3.0 38
8.9 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
15
- -- - -
Sample Date
Location
UD Eilluent 5/3/96
6/5/96
7/1/96
8/1/96
9/4196
10/1/96
lln/96
12/5/96
1/6/97
215197
3/12197
418/97
5/14197
6/6/97
7/2/97
8/7/97
9/5/97
10/2/97
11/13/97
1215/97
1/9198
215/98
3/5/98
4(3/98
5/7/98
615/98
719/98
817/98
9/10/98
10/2198
11/4/98
1211/98
1/11199
2/11/99
3/5199
4/8/99
5/12/99
6/10/99
7/8/99
8/5/99
9/9/99
10/14/99
1113/99
12/3/99
3/9/00
4/7/00
5/9/00
6/9/00
7/7/00
8/3/00
9/25/00
10/12100
1/18/01
Remediation Performance Standard
NA= Not Analyzed
- -
1,1-Dichloroethane
(ug/L)
<1.0
<l.O
<1.0
<1.0
<LO
<1.0
<1.0
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<l.O
<l.O
<1.0
<1.0
<LO
<1.0
<LO
<1.0
<LO
<1.0
<1.0
<1.0
<l.O
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<l.O
<l.O
<1.0
<1.0
<l.O
<l.O
<l.O
<1.0
<1.0
<1.0
<LO
<LO
<1.0
<1.0
<LO
<LO
<1.0
<l.O
<1.0
3500
- ---TABLE 1
Groundwater Quality Summary
Upper Dockery
Macon/Dockery Site
Richmond County North Carnlina ,
-
I, I -Dichloroethene Cis/trans-1,2-Dichloroethenc Tecrachloroethene
(ug/L) (,g/L) (ug/L)
<1.0 <1.0 <1.0
<1.0 <1.0 <LO
<1.0 <1.0 <LO
<1.0 <LO <1.0
<1.0 <1.0 <LO
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
1.5 <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
<LO <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 <LO <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <LO
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
25 <1.0 <1.0
<1.0 <1.0 <LO
<1.0 <LO <1.0
<1.0 <1.0 <LO
<1.0 <LO <1.0
<1.0 <1.0 <LO
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <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 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <LO
2.1 <1.0 <LO
<1.0 <1.0 <LO
<1.0 <1.0 <LO
<1.0 <1.0 <LO
<1.0 <1.0 <LO
<1.0 <l.O <1.0
<1.0 <1.0 <1.0
<1.0 <LO <1.0
<1.0 <1.0 <LO
7 70
-- -
I, I, I-Trichloroethane Trichloroethylc:ne
(ug/L) (ug/L)
<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 <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 <LO
<1.0 <LO
<1.0 <LO
<LO <1.0
<LO <LO
<1.0 <1.0
<1.0 <1.0
5.5 <LO
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <LO
<1.0 <1.0
<1.0 <LO
<1.0 <1.0
<1.0 <LO
<1.0 <1.0
<1.0 <LO
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<l.O <1.0
<1.0 <1.0
<LO <l.O
<LO <1.0
<1.0 <1.0
<LO <l.O
<1.0 <LO
<1.0 <l.O
<1.0 <1.0
<1.0 <1.0
<LO <1.0
<1.0 <1.0
<LO <l.O
<1.0 <l.O
200 2.8
NS = Not Sampled -Note: • Acetone confmned by Method 8260
- ---
Toluene
(ug/L)
<1.0
3.9
<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
<l.O
<1.0
<l.O
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<1.0
<LO
<1.0
<1.0
<LO
<1.0
<1.0
<1.0
<].0
<1.0
<1.0
<1.0
<1.0
<LO
<1.0
<1.0
<1.0
<LO
<1.0
<1.0
<1.0
<1.0
<LO
<1.0
<1.0
<1.0
<1.0
l000
- -- ----
Sample Date
Location
UD Effluent 5/3/96
6/5/96
7/1/96
8/1/96
9/4/96
10/1/96
I 1/7/96
12/5/96
\/6/97
215197
3/12/97
4/8197
5/14/97
6/6/97
7/2/97
&/7/97
9/5/97
10/2197
11/13/97
12/5/97
1/9/98
2/5/98
3/5/98
4/3/98
511/98
6/5/98
7/9/98
Snt98
9/10/98
10/2198
11/4/98
12/1/98
Ill 1/99
2/11/99
3/5/99
4/8/99
5/12/99
6/10/99
7/8/99
8/5/99
9/9/99
10/14/99
11/3/99
12/3/99
3/9/00
4n/00
5/9/00
6/9/00
7nt00
813/00
9/25/00
10/12/00
1/18/01
Remediat:Jon Perfonnance Standard
NA= Not Analyud
- ---TABLE 1 (Continued)
Groundwater Quality Summary
Upper Dockery
Richmond County, North Carolina
Total Xylenes Acetone Chromiwn Barium Manganese
(ug/L) (,g/L) (,g/L) (ug/L) (ug/L)
<3.0 52 <IO <50 <5.0
<3.0 <IO <IO <50 <5.0
<3.0 <IO <IO <50 <5.0
<3.0 20 14 51 7
<3.0 <IO <IO " <5.0
<3.0 <IO <IO <50 5.9
<3.0 <IO " 59 <5.0
<3.0 <IO 12 54 5.1
<3.0 <IO 13 54 <5.0
<3.0 <IO 15 61 5.9
<3.0 <IO <IO 69 <5.0
<3.0 <IO <IO 63 <5.0
<3.0 <IO <IO 60 7.2
<3.0 <IO <IO 52 <5.0
<3.0 <IO <IO " <5.0
<3.0 <IO <IO <50 <5.0
<3.0 <IO <IO 110 5.2
<3.0 <IO <IO SO.I <5.0
<3.0 <IO 12.1 67.9 18.6
<3.0 <IO <IO <50 <5.0
<3.0 <IO II <50 <5.0
<3.0 <IO <IO <50 <5.0
<3.0 <IO <IO <200 <15
<3.0 <IO <IO <200 5.2
<3.0 <IO IO <50 <5.0
<3.0 <IO <IO 57 <5.0
<3.0 <IO <IO 51 <5.0
<3.0 <IO 13 53 <5.0
<3.0 <IO II 58 <5.0
<3.0 <25 <IO 54 <IO
<3.0 <IO II 63 6.3
<3.0 <25 14 63 40
<3.0 <IO II 55 <5.0
<3.0 <IO 15 73 23
<3.0 <25 II 62 <5.0
<3.0 <IO II 54 <5.0
<3.0 <IO 12 57 <5.0
<3.0 <IO 13 66 <5.0
<3.0 <IO 10 64 <5.0
<3.0 <IO 14 66 <5.0
<3.0 <1.0 14 61 <5.0
<3.0 <IO 14 60 <5.0
<3.0 <IO 13 58 <5.0
<3.0 <IO 13 64 <5.0
<3.0 <IO 14 74 9.3
<3.0 <IO <IO 160 8.0
<3.0 <IO 14 69 <5.0
<3.0 <IO <IO 79 <5.0
<3.0 <IO <IO 95 IO
<3.0 <IO <IO 78 <5.0
<3.0 <IO <10 " <5.0
<3.0 <IO <IO 84 <5.0
<3.0 <IO <10 100 6.3
400 3500 50 1000 50
--- - - - - -
Zinc Lead Suspended Solids
(ug/L) (ug/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 <S.O
<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
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
5000 15
- - - --- --- --
TABLE2
Groundwater Quality Summary
Lower Dockery
Maconmockery Site
Richmond County North Carolina '
- - - ---
Sample Date Chlorofonn I, I -Dichloroethane 1,1 -Dichloroethene Cis/trans-1.2 -Dichloroethene Methylene chloride I, l, I-Trichloroethane
Location (ug/L) (ug/L) (ug/L) (ug/L) (ug/L)
LD Influent 2/13/96 I.I 80 33 <1.0 <2.0
2/14/96 1.3 llOE 43 <LO <2.0
2/14/96 <1.0 80 13 <l.O <2.0
2/14/96 1.6 94E 39 1.8 1.7
2/14/96 <1.0 64 16 2.2 2.5
2/15/96 1.2 82 32 1. 7 <2.0
2/16/96 3.3 95 35 2.6 <2.0
2/22/96 2.5 5.8 100 <l.O <2.0
2/28/96 1.2 93E 33 <1.0 <2.0
2128196 <1.0 92 35 <1.0 <2.0
3/8/96 2 llO 47 <1.0 <2.0
4/3/96 <1.0 79 36 <1.0 <2.0
5/3/96 <1.0 71 30 1.7 <2.0
6/5/96 <1.0 67 32 I.I 2
8/1/96 <2.0 83 27 <4.0 <2.0
11/7/96 <2.0 69 28 <2.0 <4.0
3/12/97 <5.0 66 21 <5.0 <IO
5/14/97 <1.0 62 25 <1.0 <2.0
8/7/97 <l.O 47 15 <1.0 <2.0
11/13/97 <1.0 33 13 <1.0 <2.0
2/5/98 <1.0 34 7.4 <l.O <2.0
517198 <1.0 32 8.2 <1.0 <2.0
8/7/98 <1.0 39 7.6 <1.0 <2.0
11/4/98 <l.O 34 7.3 <1.0 <2.0
'2/11/99 <1.0 22 4.6 <l.O <2.0
5/12/99 <1.0 29 5.0 <l.O <2.0
8/5/99 <LO 22 3.6 <1.0 <2.0
11/2/99 <1.0 14 2.6 <LO <2.0
5/9/00 <1.0 20 2.9 <1.0 <2.0
8/3/00 <1.0 23 2.5 <1.0 <2.0
1/00/01 .. System Down Not Sampled
I I I I
Remed1at1on Performance Standard 3500 7 70 5
* the influent and eflluent samples collected on 2-11-99 were reyersed in the field, Table 2 has been corrected to illustrate the proper anaJyticaJ result.
(ug/L)
40
37
15
39
18
29
31
54
30
30
34
28
40
42
54
38
23
23
18
12
14
13
13
9.4
6.8
ll
IO
4.4
7.4
12 ..
I
200
- -
- - - - -
Sample Date
Location
LD Influent 2/13/96
2/14/96
2/14/96
2/14/96
2/14/96
2/15/96
2/16/96
2/22/96
2/28/96
2/28/96
3/8/96
4/3/96
5/3/96
6/5/96
8/1/96
11/7/96
3/12/97
5/14/97
8/7/97
I 1/13/97
2/5/98
5/7/98
8/7/98
I 1/4/98
'2/11/99
5/12/99
8/5/99
I 1/2/99
5/9/00
8/3/00
1/00/01
Remediation Performance Standard
- - - - --
Trichloroethylene Benzene
(ug/L) (ug/L)
6.4 <2.0
8.6 <2.0
<5.0 <2.0
9 <2.0
6.6 <2.0
8.4 <2.0
8.7 <2.0
5.2 1.8
7.4 <2.0
6.4 <2.0
6.7 <2.0
6.6 <2.0
5.4 <2.0
5.2 <2.0
5.9 <2.0
5.8 <2.0
<5.0 <5.0
6.2 <l.O
4.1 <l.O
3.5 <l.O
2.5 <1.0
3.6 <1.0
2.6 <I.0
1.9 <1.0
1.8 <1.0
2.0 <1.0
1.3 <1.0
1.0 <1.0
<LO <l.O
<1.0 <l.O ...
I
2.8
TABLE 2 (Continued)
Groundwater Quality Summary
Lower Dockery
Macon/Dockery Site
Richmond County North Carolina ,
Toluene Total Xylenes Chromium
(ug/L) (ug/L) (ug/L)
17 <3.0 <IO
8.3 <3.0 <10
<2.0 <3.0 <10
8.3 <3.0 <IO
6.5 <3.0 <IO
5.3 <3.0 <IO
4.3 <3.0 <IO
13 3.4 14
1.3 <3.0 <IO
<2.0 <3.0 <IO
<2.0 <3.0 <IO
<2.0 <3.0 <IO
<2.0 <3.0 <IO
2.5 <3.0 <10
<2.0 <6.0 <10
<2.0 <6.0 <IO
<5.0 <15 <IO
<1.0 <3.0 <IO
<l.O <3.0 <IO
<1.0 <3.0 <IO
<l.O <3.0 <IO
<1.0 <3.0 <IO
<1.0 <3.0 <IO
<1.0 <3.0 <IO
<1.0 <3.0 <IO
<LO <3.0 <IO
<1.0 <3.0 <IO
<1.0 <3.0 <IO
<1.0 <3.0 <IO
<1.0 <3.0 <IO
System I Down
I I I
1000 400 50
--- - - -
Barium Manganese Zinc Cadmium Suspended Solids
(ug/L) (ug/L) (ug/L) (ug/L) (mg/L)
<50 260 270 <0.30 <5.0
<50 250 120 <0.30 <5.0
<50 <5.0 <20 <0.30 <5.0
<50 240 110 <0.30 <5.0
<50 <5.0 <20 <0.30 <5.0
<50 200 84 <0.30 <5.0
<50 190 81 <0.30 <5.0
<50 240 240 <0.30 <5.0
<50 120 77 <0.30 8
<50 <5.0 <20 <0.30 <5.0
<50 95 30 <0.30 <5.0
<50 160 39 <0.30 <5.0
16 63 200 0.91 <5.0
<50 230 46 <0.30 <5.0
<50 I 10 <20 <0.30 5
<50 230 <20 <0.30 <5.0
<50 76 <20 <0.30 <5.0
<50 150 <20 <0.30 <5.0
<50 130 <20 <0.30 <5.0
<50 200 <20 <I <5.0
<50 340 <20 <0.30 71
<50 240 <20 <0.30 <5.0
<50 210 <20 <0.30 <5.0
<50 270 <20 <0.30 37
<50 260 <20 <0.30 <5.0
<50 190 <20 160 <5.0
<50 61 <20 <0.30 <5.0
<50 140 <20 <0.30 <5.0
<50 70 <20 <0.30 <5.0
<50 180 <20 <0.30 <5.0
Not Sampled ...
I I I I
1000 50 5000 5
• the influent and effluent samples coll • the influent and effluent samples collected on 2-11-99 were reversed in the field, Table 2 has been corrected to illustrate the proper analyticaJ result.
--
-- - - - -
Sample Date
Location
LD Effiuent 2115/96
2/16/96
2/22/96
2/28/96
3/8/96
4/3/96
5/3196
811/96
9/4/96
10/1/96
lln/96
12/5196
1/6/97
3/12/97
4/S/97
5/14197
6/6/97
712/97
8nt97
9/5/97
!Of1J97
11113/97
12/5/97
1/9198
215198
J/5198
4/J/98
5/7/98
6/5/98
7/9/98
817/98
9/10/98
10/2/98
11/4/98
12/1/98
1/1 J/99
•2111199
J/5/99
4/8/99
5/12/99
6/10/99
7/8/99
8/5/99
919199
l0/14/99
1112199
12/3/99
2/25/00
3/9/00
417/00
5/9/00
6/9/00
7n/OO
8/3/00
9/25/00
10/12/00
1/00/01
Remcchallon Performance Standard
-
Chlorofonn
(ug/L)
<1.0
<1.0
<LO
<1.0
<LO
<IO
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<].0
<1.0
<1.0
<1.0
<1.0
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<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
<l.O
<JO
<1.0
<!.O ..
<!.O
<1.0
<l.O
<1.0
<1.0
<1.0 ..
I
- ---TABLE 2
Groundwater Quality Summary
Lower Dockery
Macon/Dockery Site
Richmond County North Carolina
-
1,J .Dichloroethane I, I -Dichlorocthene Cis/trans-1,2-Dichloroethene
(ug/L) (ug/L) (ug/L)
<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 <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
<I.O <1.0 <LO
<LO <1.0 <1.0
<IO <1.0 <1.0
<LO <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <LO <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <LO
<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 <IO
<IO <1.0 <1.0
<1.0 <1.0 <1.0
<\ 0 <1.0 <1.0
17 3.2 <1.0
<1.0 <LO <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 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <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
<1.0 <\.O <1.0
25 <1.0 <1.0
2.8 <1.0 <1.0
6.2 <1.0 <1.0
<1.0 <1.0 <i.o
System Do-n Not
<1.0 <1.0 <1.0
<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
System Do-n Nol
I I I
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
<20
<2.0
<2.0
<20
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2,0
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2,0
<20
Sampled
<20
<2.0
<2.0
<2.0
<2.0
<2.0
Sampled
• tho inl]IJC!lt and cm,..,,. oamp!n cclleeted an 2-11-99 ,.m, rn-=cd in the field, T•bk 2 hu bun =ied lO ilhatale tho pr,:,pcr analytico.l reNI~
- - - - --
l, I, I-Trichloroethane
(ug/L)
<i.O
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<IO
<1.0
<1.0
<1.0
<1.0
<1.0
<].0
<1.0
<1.0
<1.0
<LO
<1,0
<JO
<!.O
<1.0
<1.0
<\.O
5.5
<1.0
<1.0
<1.0
<1.0
<LO
<\ 0
<1.0
<i.O
<LO
<i.O
<1.0
<1.0
<1.0
<LO
<1.0
<1.0
<LO
<!.O
<!.O
<!.O
1.2
2.6
<LO ..
<1.0
<LO
<LO
<l.0
<LO
<LO ..
I
200
-- --- - -
Sample Date
Location
LD Effiuent 2/15/96
2/16/96
2122196
2/28/96
3/8/96
4/J/96
513/96
8/1/96
9/4/96
10/1/96
1117196
12/5/96
1/6/97
3/12197
4/8/97
5/14/97
6/6197
7/2/97
8/7/97
9/5/97
1012/97
I J/13/97
12/5197
1/9198
2J5/98
3/5/98
4/3/98
5/7/98
6/5/98
7/9/98
811/98
9/10/98
10/2/98
11/4/98
12/1/98
1/11199
•2111199
3/5/99
4/8199
5/12/99
6/10199
7/8/99
8/5/99
9/9/99
10/14/99
11/2199
12/3/99
2125/00
3/9/00
4/7/00
5/9/00
6/9/00
717/00
8/3/00
9/25/00
10/12/00
J/00/01
Remediation Performance Standard
- -
Trichloroethylene Benzene
(ug/L) (ug/L)
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<J.0 <1.0
<1.0 <1.0
<J.O <1,0
<1.0 <1.0
<l.O <LO
<LO <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <LO
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <LO
<1.0 <1.0
<1.0 <10
<10 <I 0
<!.O <LO
<1.0 <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
<1.0 <1.0
<LO <LO
<1.0 <1.0
<LO <1.0
<LO <!.O
<!,O <1.0
<LO <1.0
<1.0 <LO
<LO <1.0
<l.O <1.0
<1.0 <1.0
<1.0 <10
<1.0 <1.0
<1.0 <l.O
<1.0 <LO
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<i.O <LO ...
<1.0 <1.0
<1.0 <1.0
<1.0 <LO
<i.O <LO
<1.0 <1.0
<1.0 <I 0 ...
I
2.8
- --TABLE 2 (Continued)
Groundwater Quality Summary
Lower Dockery
Macon/Dockery Site
Richmond County North Carolina
Toluene Total Xylenes Chromium
(ug/L) (ug/L) (ug/L)
<1.0 <J.O <IO
<1.0 <J.O <IO
<J.0 <J.O <JO
<1.0 <3.0 <JO
<1.0 <J.O <10
<1.0 <3.0 <JO
<1.0 <3.0 <JO
<LO <3,0 <JO
<1,0 <3.0 <10
<1,0 <J.O <10
3.4 <3.0 <10
<1,0 <3.0 <10
<1.0 <J.O <IO
<1.0 <J.O <10
<1.0 <J.O <10
<1.0 <J.O <10
<1.0 <J.O <10
<1.0 <3,0 <JO
<].0 <3.0 <10
<1.0 <J.O <10
<],0 <3.0 <10
<1.0 <J.O <10
<1.0 <J.O <10
<1.0 <J.O <10
<1.0 <J.O <JO
<i.O <3.0 <JO
<1.0 <J.O <10
<1.0 <J.O <10
<J.0 <J.O <IO
<1.0 <J.O <10
<1.0 <3,0 <JO
<1.0 <3.0 <10
<1.0 <J.O <JO
<1.0 <3.0 <10
<1.0 <J.O <JO
<1.0 <3.0 <10
<1.0 <J.O <10
<1.0 <J 0 <10
<1.0 <3.0 <10
<1.0 <J.O <10
<1.0 <J.O <10
<1.0 <J.O <10
<LO <3.0 <JO
<!.0 <J.O <10
<1,0 <J.O <JO
<LO <J.O <10
<\,0 <3.0 <10
<LO <J.O <10
<LO <J.O <10
System Do.n
<!.O <J.O <JO
<1.0 <J.O <JO
<1.0 <J.O <10
<LO <3.0 <10
<1.0 <J.O <10
<1.0 <J.O <10
System I Do=
I I I
1000 400 so
Barium
(ug/L)
<50
<SO
<SO
<SO
<SO
<SO
<SO
<SO
<SO
<SO
<SO
<SO
<SO
70
<SO
<SO
<SO
<SO
<SO
<SO
<SO
<SO
<SO
<SO
<SO
<200
<200
<SO
<SO
<SO
<SO
<SO
17
<SO
<SO
<SO
<SO
<SO
<50
<SO
<SO
<SO
<SO
72
93
<SO
<SO
<SO
<SO
No<
<SO
<SO
<SO
<SO
<SO
<SO
No<
111110
--
Manganese Zinc
{ug/L) (ug/L)
<5.0 <20
<5.0 <ZO
<5.0 <ZO
<5.0 <ZO
<5.0 <20
<5.0 <20
<5.0 <20
14 <20
13 <20
11 <20
<5.0 <20
35 <20
6 <ZO
<5.0 <20
<5.0 <ZO
<S.O <20
<5.0 <ZO
<5.0 <20
<5.0 <20
<5.0 <20
<5,0 <20
<5.0 <20
160 <20
)4 <20
250 <20
ss <ZO
39 <20
17 <20
6.J <ZO
<5.0 <20
<5.0 <ZO
<5.0 <20
140 <20
10 <ZO
<5.0 <20
5.2 <20
IS <20
<5.0 <20
<5.0 <ZO
<5.0 <20
<5.0 <20
<5.0 <20
5.0 <20
520 Ji
470 )8
11 <20
110 <20
)20 <20
5l <20
Sampled
180 <20
<5.0 <20
100 <20
<5.0 <20
<5.0 97
<5.0 97
I Sampled I
I
so 5000
• the influoal m,cl efllum< samples co0O<:ll<d oo Z-11-99 "-ere m.-enod in Ibo field, Tabk Z hu bcai oom:<led 10 illustn.te the proper """lJ-tical ra
- --- -
- - - ---
Sample Date
Location
UMSA Influent 2/13/96
2/14/96
2/14/96
2/15/96
2/16/96
2/17/96
2/22/96
2/28/96
3/8/96
4/3/96
5/3/96
6/5/96
7/1/96
7/30/96
lln/96
2/4/97
(DUP) 2/4/97
5/12/97
(DUP) 5/12/97
8/7/97
11/13/97
2/5/98
5/7/98
8/7/98
11/4/98
2/11/99
5/13/99
8/5/99
11/2/99
2/16/00
5/8/00
8/2/00
1/18/01
Remediatton Performance Standard
Note: NA= Not Analyzed
DUP • duplicate
Chloroform
(uwl,)
<I.O
I.I
<1.0
<1.0
<1.0
<1.0
I.I
<1.0
<1.0
<LO
<I.O
<LO
<I.O
<1.0
<1.0
<1.0
<LO
<I.O
<l.O
<LO
<2.0
<2.0
<2.0
<IO
<IO
<IO
<25
<25
<25
<2.0
<IO
<10
<IO
- - - - -
TABLE 3
Groundwater Quality Summary
Upper Macon Source Area
Macon/Dockery Site
-
Richmond Coun"' North Carolina
1,1 -Dichloroethane I, 1 -Dichloroethene Cis/trans-1, 2-Dichloroethene
(uwl,) (uwl,) (uglL)
15 14 19
14 11 10
11 14 I I
12 14 11
7.5 21 17
9.7 18 16
10 17 16
9.8 16 13
7.6 10 10
5.5 16 8.5
4.8 12 6.9
8.7 22 6
3.8 11 6.9
7.9 15 10
7.2 9.2 7.5
3.0 27 7.8
2.4 25 6.2
3.8 26 16
4.6 21 16
11.0 55 23
4.8 72 12
12.0 110 21
11.0 67 15
<IO 120 <IO
<IO 180 <IO
16 370 12
<25 380 <25
<25 490 <25
<25 480 <25
59 32 37
18 110 26
<IO 400 <IO
<IO 75 IO
3500 7 70
- - -- - - -
Tetrachloroethene I, l, I-Trichloroethane Trichloroethylene
(uwl,) (uglL) (uwl,)
16 5.9 25
7.3 7.2 10
17 6.1 17
18 5.9 16
14 9.7 25
11 7 24
15 7.6 25
12 5.8 21
7.7 4.1 16
7.4 5.4 18
5.7 <I.O 12
<LO 6 13
4.8 4.3 12
6.4 4.2 13
2.3 3.4 10
2.3 8.8 15
1.8 7.9 14
8.9 5 22
8.2 3.7 18
12 6.9 17
8.7 12 13
11 24 17
13 16 II
<20 22 <IO
<10 23 <IO
30 57 14
<25 61 <25
<25 78 <25
26 69 <25
<2.0 <2.0 2.5
<IO <IO <IO
49 54 <10
<IO <IO IO
200 2.8
- -- - -
Sample Date
Location
UM:SA Influent 2/13/96
2114196
2/14/96
2/15/96
2/16/96
2/17/96
2/22/96
2/28/96
3/8/96
4/3/96
513/96
6/5/96
7/1/96
7/30/96
11/7/96
2/4/97
(DUP) 2/4/97
5/12/97
(DUP) 5/12/97
817/97
1 I/13/97
2/5/98
5/7/98
8/7/98
I 1/4/98
2/11/99
5/13/99
8/5/99
11/2/99
2/16/00
5/8/00
8/2/00
1/18/01
Remediation Perlomumce Standard
Note: NA= Not Analyzed
DUP • duplicate
- - -- ---
TABLE 3 (Continued)
Groundwater Quality Summary
Upper Macon Source Area
Macon/Dockery Site
Richmond County North Carolina ,
Vinyl chloride Benzene Toluene Chromium Barium Manganese Zinc
(uglL) (uglL) (uglL) (uglL) (uglL) (uglL) (uglL)
<1.0 <1.0 1.9 <IO 140 300 55
<I.0 1.5 <1.0 <IO I IO 180 <20
<I.0 I <LO <IO 110 160 20
<1.0 1.3 I <IO 100 140 <20
<LO <1.0 <1.0 <IO 120 160 <20
<1.0 <LO <I.0 <IO 110 110 <20
<1.0 <I.0 <LO <IO 120 65 <20
<1.0 <LO <1.0 <IO 130 52 <20
<1.0 <1.0 <LO <IO 130 41 <20
<l.O <LO <I.O <IO 110 27 <20
<I.0 <1.0 <1.0 <IO 97 21 <20
I.I <LO 3.6 <IO 130 19 <20
<l.O <1.0 <LO 11 110 13 <20
4.5 <1.0 <1.0 <IO 130 13 <20
2 <1.0 I <IO 140 9.8 <20
<LO <1.0 <1.0 <JO 150 24 <20
<1.0 <I.0 <l.O <IO 140 17 <20
<1.0 <l.O <l.O <IO 120 68 <20
<l.0 <I.O <l.O <IO 150 55 <20
<1.0 <LO <1.0 34 210 93 <20
<2.0 <2.0 <2.0 <IO 139 <5.0 <20
6.6 <2.0 <2.0 <IO 190 16 <20
6.6 <2.0 <2.0 <IO 190 50 <20
<10 <IO <IO <IO 180 34 <20
<IO <IO <IO <IO 180 22 <20
<IO <IO <IO <IO 200 25 <20
<25 <25 <25 <IO 160 14 <20
<25 <25 <25 <IO 140 12 <20
<25 <25 <25 <JO 180 13 <20
54 <2.0 <2.0 <IO 290 53 <20
<IO <IO <IO <IO 350 76 <20
<IO <IO <IO <IO 170 13 <20
<IO <IO <IO <IO 98 <5.0 <20
1000 50 1000 50 5000
- - ---- -
Cadmium Lead Mercury Suspended Solids
(ug/L) (uglL) (uglL) (mglL)
<0.30 3.5 <.2 21
<0.30 <3.0 <2 <5.0
<0.30 <3.0 <.2 <5.0
<0.30 <3.0 <.2 <5.0
<0.30 <3.0 0.22 <5.0
<0.30 <3.0 <.2 <5.0
<0.30 <3.0 <.2 <5.0
<0.30 <3.0 <.2 7
<0.30 <3.0 <.2 <5.0
<0.30 8.2 <.2 <5.0
<0.30 <3.0 <.2 <5.0
<0.30 <3.0 <.2 5
<0.30 <3.0 NA 5
<0.30 <3.0 NA 6
<0.30 <3.0 NA 10
<0.30 <3.0 NA 36
<0.30 <3.0 NA <5.0
<0.30 <3.0 NA <5.0
<0.30 <3.0 NA 5
<0.30 7.4 NA NS
<I <3.0 NA <5.0
<0.30 <3.0 NA <5.0
<0.30 <3.0 NA <5.0
<0.30 <3.0 NA <5.0
<0.30 <3.0 NA 5
<0.30 <3.0 NA <5.0
32 <3.0 NA <5.0
<0.30 5.9 NA <5.0
<0.30 <3.0 NA <5.0
<0.30 <3.0 NA <5.0
<0.30 <3.0 NA <5.0
<0.30 <3.0 NA <5.0
<0.30 <3.0 NA <5.0
5 15 I.I
-- - - - -
Sample °'" Location
UMSAEffiuent 7117/96
217.2196
2128/96
318196
4'3/96
5/3196
615196
7/1/96
7/30/96
9/4196
10/1/96
lln/96
12/5/96
1/6/97
2/4/97
3/12/97
418197
5/12/97
6/6/97
712197
8/7/97
9/5/97
10/2/97
11/13/97
12/5/97
1/9/98
2/5/98
3/5198
4/J/98
sn/9B
6/5198
7/9/98
8/7/98
9/10/98
1012/98
ll/4198
12/1/98
1/11/99
2/1 i/99
3/5199
418199
5/13199
6/10/99
7/8/99 ~,,,.
9/9/99
10/14199
11/2/99
1213/99
2/16/00
3/9/00
4/7/00
5/8/00
6/9/00 ,moo
B/2100
9/25/00
10/12/00
1/18/01
B.eme<tiabOII Perlorma,eo Slmdard
No1e:NA•Not~yz,d
--
Chlorofonn
(ug/L)
<LO
<1.0
<1.0
<LO
<1.0
<1.0
<1.0
<LO
<LO
<LO
<l.O
<1.0
<1.0
<1.0
<1.0
<LO
<LO
<LO
<LO
<LO
<1.0
<LO
<1.0
<LO
<1.0
<1.0
<1.0
<LO
<1.0
<1.0
<LO
<1.0
<1.0
<LO
<1.0
<l.O
<1.0
<1.0
<LO
<1.0
<LO
<1.0
<LO
<1.0
<1.0
<LO
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<LO
<LO
<1.0
<LO
<LO
<1.0
1,1 • Diehloroethane
(""1,)
<J.0
<1.0
<1.0
<l.0
<LO
<l.O
<l.O
<LO
<J.0
<1.0
<1.0
<LO
<1.0
<J.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<LO
<l.0
<l.O
<1.0
<1.0
<LO
<LO
<1.0
<1.0
<1.0
<LO
<1.0
<l.O
<LO
<l.O
<J.O
<1.0
<1.0
<I.0
<1.0
<1.0
<1.0
<1.0
<1.0
<l.0
<1.0
<1.0
<LO
<I.0
<1.0
3500
DUP daplicale
- --
TABLE3
Groundwater Quality Summary
Upper Macon Source Area
Macon/Dockery Site
Richmond Countu North Carolina
- - -
1,1 -Dichloroe~e Cis/trans-1,2-Dichloroethene T etrachloroethene l,l, I-Trichloroethane
(ug/L) (""1-) (""1,) (ug/L)
<1.0 <1.0 <LO <LO
<1.0 <LO <LO <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <LO <J.O <1.0
<1.0 <1.0 <1.0 <1.0
<LO <1.0 <LO <LO
<1.0 <1.0 <LO <1.0
<1.0 <LO <LO <LO
<1.0 <1.0 <1.0 <LO
<LO <1.0 <LO <1.0
<1.0 <LO <1.0 <1.0
<LO <I.0 <1.0 <1.0
<1.0 <l.O <1.0 <1.0
<1.0 <LO <1.0 <1.0
<1.0 <LO <1.0 <1.0
<1.0 <1.0 <LO <1.0
<1.0 <1.0 <1.0 <l.O
<1.0 <1.0 <1.0 <LO
<1.0 <1.0 <LO <LO
<1.0 <1.0 <LO <LO
<1.0 <1.0 <1.0 <1.0
<1.0 <LO <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
<LO <LO <1.0 <1.0
<1.0 <LO <1.0 <1.0
<1.0 <J.O <1.0 <1.0
<1.0 <LO <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 <1.0
<1.0 <l.O <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
<1.0 <l.O <1.0 <1.0
<1.0 <1.0 <LO <LO
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <l.O <LO
<1.0 <1.0 <LO <1.0
<1.0 <1.0 <LO <1.0
<LO <1.0 <J.O <1.0
<1.0 <1.0 <LO <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <LO <!.O
<1.0 <1.0 <LO <l.O
<1.0 <1.0 <1.0 <LO
<1.0 <LO <LO <1.0
16 <1.0 1.0 2.6
<1.0 <LO <1.0 <1.0
<1.0 <1.0 <LO <1.0
<1.0 <1.0 <1.0 <l.0
9.9 <1.0 <LO IA
<1.0 <1.0 <LO <LO
<LO <l.O <LO <1.0
<1.0 <1.0 <1.0 <J.0
<LO <LO <LO <1.0
7 70 200
- -- - -
Trichloroethylene
(uwl,)
<1.0
<LO
<LO
<1.0
<LO
<1.0
<1.0
<LO
<1.0
<1.0
<1.0
<LO
<1.0
<l.0
<1.0
<l.O
<J.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<1.0
<1.0
<J.O
<1.0
<LO
<LO
<J.O
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<LO
<LO
<1.0
<1.0
<1.0
<LO
<LO
<1.0
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<l.0
28
-- - - - ---
Sample D•~
Location
UMSAEffiuent 1117196
'2122/96
2/28/96
3/8/96
4/3/96
513!96
615196
7/l/96
7/30/96
9/4/96
10/1/96
lln/96
12/5/96
1/6/97
2/4/97
3/12/97
418/97
5/12/97
6/6/97
7!'2197
8/7/'17
9/5/97
10/2197
I 1/13/97
1V5/97
1/9198
V5198
3/5/98
4/3/98
5/7/98
6/5/98
7/9/98
8/7/98
9/10/98
10/2/98
ll/4/98
!Vl/98
!/JJ/99
Vli/99
315/99 woo
5/13/99
6/10/99
7/8/99
815199
9/9/99
10/I4/99
1112/99
12/3/99
Vl6/00
3/9/00
4'7/00
5/8/00
619/00 mroo
&fVOO
9/25/00
10/12/00
1/l&fOl
Jl.,-c6ClODPtrlon,,.,xtstand.-d
Nou:NA•NotAaa!yud
Vinyl chlorid e Ben=e
(ug/L) (ug/L)
<LO <LO
<1.0 <1.0
<LO <LO
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <LO
<1.0 <1.0
<LO <1.0
<1.0 <LO
<LO <1.0
<1.0 <1.0
<1.0 <1.0
<l.O <LO
<l.0 <1.0
<1.0 <LO
<l.0 <1.0
<LO <LO
<1.0 <1.0
<1.0 <1.0
<1.0 <LO
<l.0 <l.O
<LO <1.0
<1.0 <1.0
<1.0 <1.0
<LO <J.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<J.0 <LO
<1.0 <1.0
<1.0 <1.0
<J.0 <J.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<LO <J.O
<1.0 <LO
<LO <l.O
<LO <1.0
<l.0 <LO
<LO <l.O
<!.0 <l.O
<LO <l.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <LO
<1.0 <LO
<LO <1.0
<1.0 <1.0
<LO <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <LO
Nott: NA•NOIAllalynd
---
TABLEJ (Continued)
Groundwater Quality Summary
Upper Macon Source Area
l\-lacon/Oockery Site
Richmond County North Carolina ' Toluene Chromium Barium -~,
(""" l (-) (-) (-)
<1.0 <JO 120 120
<l.O <JO 120 70
<LO <10 130 5J
<L.O <JO 120 37
<1.0 <JO 110 27
<1.0 <JO 120 26
2.9 <JO 130 22
<1.0 12 110 14
<1.0 <JO 200 110
<1.0 11 170 " <LO <10 130 13
<1.0 <JO 140 13
<1.0 <JO 170 17
<l.O <JO 200 46
<LO <JO 160 29
<LO <10 130 30
<!.O <JO 200 30
<1.0 12 210 95
<l.O <JO 240 74
<1.0 <JO 180 41
<1.0 11 230 250
<1.0 <JO 130 27
<LO <JO 185 3L5
<1.0 <JO 129 84.2
<1.0 <JO 150 160
<1.0 <IO 180 33
<1.0 <10 200 20
<l.0 11 210 160
<1.0 <JO <200 64
<1.0 <10 210 310
<l.O <JO 160 46
<l.0 <JO 240 110
<!.O <10 190 37
<l.O <JO 200 56
<1.0 <10 190 110
<1.0 IO 210 450
<1.0 <JO 160 68
<1.0 <10 150 120
<1.0 <JO 230 110
<LO <JO 180 JOO
<1.0 <JO 170 72
<1.0 <JO 170 66
<LO <10 180 JOO
<LO <JO 170 160
<LO <10 140 13
<1.0 <JO 150 340
<1.0 <IO 200 37
<1.0 <JO 180 13
<1.0 <10 180 18
<1.0 <JO 240 300
<1.0 <10 230 47
<LO <10 210 40
<1.0 <10 410 S4
<1.0 <JO 180 61
<LO <10 220 250
<1.0 <JO 190 80
<1.0 <10 280 8.3
<LO 14 180 84
<l.0 <JO 200 36
1000 50 1000 50
DUP-~!i<lll•
- -- - - - - -
Zin, Cadmium L~d Ma""'l' Suspended Solids
(-") (-) (-) (-) (m-n)
<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 ' <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 ' 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
" <0.30 <3.0 NA 100
<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 <30 NA 22
<20 <0.30 <3.0 NA 11
<20 <! <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 4.6 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 '' <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 5.3 NA 130
<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
32 <0.30 3.8 NA <5.0
<20 <0.30 4.1 NA 38.0
<20 <0.30 <3.0 NA <5.0
<20 <0.30 3.7 NA 6.0
<10 <0.30 <3.0 NA 8.5
5000 15 LI
-- --- -- -
Sample De, Chlorofo!ffl ].I • Dichloroethanc
Location (ugll.) {ug/L)
UM Influent 2/22/96 6 '·' 2123/96 l " 2114/96 IA ,.6
2125196 1.2 <1.0
2/28/96 l.5 5.8
318/96 <l.O 4.7
3/16/% <1.0 " 413/96 <IO " ""'" <1.0 49
7/1/% <l.0 l.8
7/30/96 <l.0 4.1
! ln/96 <l.O 53
214191 <l.O 5.5
5/12/97 <l.O II sna, <1.0 5.8
11113/97 <1.0 5.3
2/5/98 <1.0 6.9
5/7/98 <l.0 5
8/7/98 <l.O l.6
1114/98 <l.0 2.9
2/ll/99 <1.0 ,.,
5/13/99 <1.0 " 8/5/99 <1.0 ,.,
l l/3/99 <1.0 ,.2
Vl6/00 <1.0 l
518/00 <l.0 l.9
,12100 <LO ,.5
l'10/01 ... No<
LM Influent 2/22/'6 " 26
2123/96 Il 29
2/24/96 8.9 30
2125/96 "' JI
2128/96 l l2
l/8/% <1.0 9.5
3116/96 <l.0 ,.,
413/96 <1.0 7.l
51:l/96 <1.0 86
6/5/96 <l.O 12
7/30/96 <1.0 17
lln/96 <1.0 II
2/4197 L6 '" (DUP) 214191 15 90
5112191 <1.0 5.l
snm <1.0 13.0
Jl/13/97 <LO 9.5
215198 <1.0 13.0 sn/9s <1.0 12.0 sn/9s <LO 16 0
11/4198 <LO 13.0
2/11/99 <1.0 \J.O
5/13/99 <1.0 10.0
W/9 <1.0 7.8
I J/3/99 <1.0 2.0
2116/00 <1.0 <1.0
S/8/00 <l.O 1.9
8/2/00 <1.0 11.0
1100/01 ... No<
Remedial:Jon Pelfonnancc Standard )500
- - -
TABLE4
Groundwater Quality Summary
Upper/Lower Macon System
Macon/Dockery Site
Richmond Count\' North Carolina .,
- -
IJ • Dichlornelhene Cis/trans-1,2-Dichloroethene Methylene chloride
{ug/1.) (ug/L) (ug/L)
16 '' <2.0
16 6A <2.0
LB " <2.0
2.2 6.6 <2.0
L• 8.6 <2.0
I 86 <2.0
18 9.2 <2.0
L6 6.6 <2.0
LB 7.7 <2.0
I.I 6.1 <2.0
21 8.6 <20
L9 6.6 <2,0
L6 7 <2.0
2.5 LB <2.0
LB 7 <2.0
II 3.9 <20
16 6.7 <2.0
LB 5.6 <2.0
L6 64 <2,0
14 l.7 <20
2 ,., <20
34 8.1 <2.0
3.l 65 <2.0
5.6 6.1 <20
l.I '° <2 0
IO 6.l <2.0
16 8.7 <2,0
S:impled Systom
9.1 ,, <2 0
II ,.9 <2.0
Il '' <2.0
Il 5 <2.0
15 5.6 <2.0
1.6 2.4 <2.0
1.8 2.4 <2 0
2.6 2.l <2.0
2.7 29 <2.0
,.1 l.4 <2.0
6.6 <1.0 <2.0
l.l 2.2 <2.0
2.1 2.4 <2,0
LB 2.1 <2.0
2A 64 <2.0
<J.O 1.2 <2.0
LB <1.0 <2,0
L' 1.2 <2.0
2.5 16 <2.0
I.I I <2.0
I.l <l.O <2.0
22 Ll <2.0 ,, <1.0 <2.0
LO <l.O <2.0
<l.0 I.I <2.0
<LO 1.4 <2.0
<LO <l.0 <1.0
2.7 12 <2.0
Sampled System
70
- ---- -
T etrachloroethene I, 1,l•Trichloroethane
(ug/L) (ug/L)
" <1.0
48 <l.0
6 <LO
6.9 <1.0
' <l.O
3.8 <1.0
" <l.O
' <1.0
<1.0 <1.0
D <1.0
l.3 <1.0
2.3 <1.0
2.5 <l.0
<1.0 ,.,
2.1 <1.0
L6 <1.0
I.I <1.0
2.5 <1.0
12 <1.0
<1.0 <1.0
I <1.0
1.6 <1.0
Ll <1.0
15 I
12 <1.0
" 16
,.2 2.6
Do.n ...
2 14
2.1 15
l.7 17
2.6 17
" 17
<1.0 " <l.0 " I ' <1.0 ,2
<1.0 5S
<1.0 6.7
<1.0 5.1
<1.0 " <1.0 l.8
2 <1.0
<IO ...
<IO ;J
<LO '·' <1.0 '·' <IO " <1.0 '·' <1.0 3.7
<IO ,.,
<l.O 3.4
<1.0 <LO
<1.0 <l.O
<1.0 <!.O
<1.0 4.7
Down ...
00
- - - - ---
Sample D= Trichloroethylenc
Location (ug/L)
UM Influent 2/22/96 12
2/23/96 12
2124196 14
2125196 " 212Si96 )4
3/S/96 12
3/16/96 12
40196 10
615196 9.S
7111% 7.6
7/30/96 9.S
11n/% u
214197 ,.2
5/12/97 u
snm u
l J/13/97 3.9
'215198 S.9
sn/9s '" sn/9s 6.2
I !/4/98 3.6
2/11199 , ..
5/13199 S.3
815199 4.2
11/3/99 " UIOIOO '·" S/8/00 3.2
8/2/00 56
l/oo,01 ...
LM lnflui:nt 2122'96 3.3
2/23/96 3.6
2/24/96 " 2/25"6 " 2/28/96 ' """" I.I
3/16/96 IA
4/3/96 4.7
513196 ,.6
615196 ,.9
7/30/96 ,.1
l !n/96 ,,
2/4/97 J.7
(DUP) 2/4/97 J.l
5112197 S.3 sn191 3.3
1 l/13/97 1.9
2/5/98 3A sn/98 3.7
snm 3.S
! 1/4/98 3.0
2/11/99 3.6
5113199 3.7
8/51')9 2.4
1113/99 I
VIOIOO <1.0
5/8/00 <1.0
S/2/00 ,.1
1/00/01 ...
Remediation Perfon:nanoe St.mcbrd
-- -
TABLE 4 (Continued)
Groundwater Quality Summary
Upper/Lower Macon System
Macon/Dockery Site
Richmond Countv North Carolina .,
Toluen~ Chromium Bariwn Manganese
(ug/L) (ug/L) {ug/L) (og/1.)
" <10 <SO 36
12 <10 <SO 3)
9.7 <10 <SO JO
9.2 <)O <50 28
2.9 <)O <50 18
<1.0 <)O <50 13
<!.0 <)O <SO 20
<1.0 <10 <SO 9.3
3.2 <10 <50 <5.0
<1.0 <10 <50 <j 0
<I 0 <10 <50 <5,0
<l.O <)O <50 <S.O
<1.0 <)O 36 <50
<1.0 <)O <50 12
<!.0 <)O <jQ 7.2
<LO <)O <50 28,7
<1.0 <10 <50 ...
<LO <10 <50 16
<LO <10 <jQ 13
<l.D <10 <SO 52
<1.0 <10 <SO 1'
<l.0 <10 <SO II
<l.0 <10 <SO <S.O
<l.0 <10 <SO <S.O
<1.0 <10 <50 <5,0
<1.0 <10 <50 <S.0
<1.0 <10 <50 <50
Nm Sampled
l5 <10 77 no
18 <10 "' 1'0
17 <10 "' 160
15 <10 "' 160
,.2 <10 100 l50
<\.0 <10 <SO 72
<1.0 <10 <50 " <1.0 <10 <50 72
<1.0 <10 24 31
" <10 <SO 21
<1.0 <10 <50 20
<1.0 <10 <SO 6A
<1.0 <10 34 19
<l.0 <10 " 16
<1.0 <10 <50 <5.0
<1.0 <10 <50 <50
<1.0 <10 <50 55.1
<I 0 <10 <50 II
<l.0 <10 <50 <5.0
<l.0 <10 <50 17
<l.0 <10 '" 99
<LO <10 <SO ...
<l.0 <10 <50 70
<1.0 <)O <50 <5.0
<l.0 <10 <50 6.1
<1.0 <)O <50 6.0
<1.0 <10 <50 6A
<1.0 <10 <50 <5.0
No< Sampled
1000 50 1000 ,o
-- - - - - --
Zinc Cadmiwn l.o>d Suspended Solids
(ug/L) (ug/L) (ug/L) {mg/L)
120 <0 30 48 <5.0
) 10 <0J0 4.5 <5.0
) 10 <0.30 3.6 <5.0
110 <0J0 3.4 <5.0
" <0.30 <3.0 <5,0
50 <0.30 <3.0 <5,0
50 <0,30 <3.0 <5.0
26 <0,30 3 )0
22 <0.30 <3.0 13
<20 <0.30 <30 <5.0
<20 <0J0 <3,0 <50
<20 <0.30 <3.0 <5,0
<20 <0.30 <3.0 <5,0
<20 <0.30 <3.0 <5.0
<20 <0.30 <3.0 NA
<20 <0.30 <3,0 <5.0
<20 <0.30 <3.0 ' <20 <0.30 <3.0 <5.0
<20 <0,30 <3.0 <5.0
<20 <0.30 <3.0 <5.0
<20 <0.30 <3.0 <5.0
<20 " <3.0 <5.0
<20 <0,30 7.2 <S.0
<20 <O 30 <3.0 <S.0
<20 <0.30 <3.0 <5.0
<20 <0,30 <3,0 <S.O
<20 <0.30 <70 <5.0
System o., .. ...
120 <0.30 ,, <50
130 <0.30 ' <5.0
160 <0.30 .. <5.0
160 <O JO 3.2 <5,0
'" <0.30 3.3 <5.0
52 <0.30 <3.0 7
" <0.30 <3.0 <5.0 .. <0,30 <3.0 7
27 <0,30 <3.0 <5.0
24 <0.30 <3.0 ' <20 <0.30 <3.0 6
<20 <0.30 <3.0 <S.0
<20 <0 30 <3.0 <5.0
<20 <0.30 <3.0 <5.0
<20 <0,30 <3.0 <S.O
<20 <0.30 <3.0 NA
<20 <0.30 <3.0 <S.O
<20 <0.30 <3,0 <S.O
<20 <0.30 <3,0 <S.O
<20 <0.30 <3.0 <5.0
<20 <0.30 ,.o " <20 <0.30 <3.0 9.0
<20 " <3.0 <5.0
<20 <0.30 6A <5.0
<20 <O 30 <3.0 <5.0
J9 <O JO <3.0 <S.0
<20 <0 30 <3.0 <5.0
<20 <OJ0 <3.0 <S.O
Sy= D,mn ...
,ooo l5
-- - - ---
Sample D~ Chlorofonn
Location {ug/L)
UJl. Efflumt 2/24/96 <J.0
2/25/96 <J.O
2/281% <l.O
3/8/96 <1.0
3116196 <1.0
4/3/96 <1.0
5/3/96 <1.0
6/5/96 <l.0
7/1/96 <1.0
7(30/96 <LO
9/4/96 <l.O
IO/l/96 <LO
lln/96 <l.0
12/5/96 <l.O
116/97 <1.0
2/4/97 <1.0
3/12/97 <1.0
4/8197 <1.0
5/12197 <l.O
&6197 « 0
7m,7 <JO
7n5/97 NA
snm <1.0
9/5197 <1.0
!Ofl/97 <1.0
11/13/97 <l.0
12/5/97 <l.O
1/9/98 <1.0
2/5/98 <l.O
3/5/98 <l.O
4/3/98 <l.O
5nl98 <l.O
615198 <1.0
719/98 <l.0
811/98 <1.0
9110/98 <1.0
J0/2'98 <1.0
11/4/98 <1.0
12/1/98 <l.O
1/11/99 <1.0
2/Jl/99 <1.0
3/5199 <l.0
""" <1.0
5/13199 <1.0
&!OM <I 0
7/8/99 <1.0
8/5/99 <1.0
9/9/99 <I 0
10/14/99 <1.0
l l/3/99 <1.0
1213199 <1.0
2/17/00 <1.0 ,moo <1.0
4/7/00 <1.0
5/!/IIO <1.0
6/9/00 <1.0
1moo <1.0
8/2/00 <1.0
9125/00 <1.0
10112/00 <1.0
1/00/01 ...
Remcd1a11on Peiformancc Standard
Note: 7125197 Sampled for Manganese only.
- - - -
TABLE4
Groundwater Quality Summary
Upper/Lower Macon System
Macon/Dockery Site
Richmond County North Carolina
--
I, I -Dichloroethane ! , I -Dichlomcthcnc Cis/uan,-l ,2-Dichloroctbcnc Methylene chloride
(ug/L) (ug/L)
<LO <LO
<JO <LO
<l.0 <1.0
<1.0 <1.0
<l.O <1.0
1.8 <LO
<!.O <1.0
<LO <l.0
<1.0 <1.0
<1.0 <1.0
<1.0 <LO
<1.0 <J.O
<:1,0 <1.0
<l.O <JO
<1,0 <].0
<1.0 <l.O
<1.0 <l.O
<1.0 <1.0
<I.O <1.0
<1.0 <1.0 ,.. <l.O
NA NA
<1.0 <1.0
<l.0 <1.0
<l.0 <1.0
<l.O <1.0
<1.0 <l.0
<1.0 <JO
<LO <l.O
<l.0 <l.0
<1.0 <J.O
<1.0 <l.O
<1.0 <1.0
<1.0 <l.O
<1.0 <J.O
<1.0 <J.O
<1.0 <J.O
<l.O <l.0
<1.0 <1.0
<1.0 <1.0
<1.0 <l.O
<1.0 <l.O
<1.0 <l.O
<1.0 <1.0
<1.0 <J.O
<1.0 <J.0
<1.0 <1.0
<1.0 <1.0
<1.0 <J,0
<1.0 <l.0
<1.0 <l.0
<J.O <l.O
<1.0 <i.O
<1.0 <1.0
<1.0 <1.0
<1.0 <J.O
<1.0 <1.0
<l.0 <1.0
<1.0 <1.0
<1.0 <1.0
N~ Sampled
3500
DUP -d11plic=
(ug/L)
<1.0
<1.0
<l.O
<LO
<l.0 ,.,
<l.0
<1.0
<l.O
<1.0
<JO
<J.O
<1,0
<1.0
<l.O
<l.0
<1.0
<l.O
<!.0
<!.0
18
NA
<1.0
<1.0
« 0
<1.0
<l.O
<l.O
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<l.O
<l.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<l.0
<1.0
<1.0
<l.0
<l.0
<1.0
<l.O
<1.0
<l.O
<1.0
<l.O
<l.0
<1.0
<l.0
70
NA• Not Analyzed
{ug/L)
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<20
<2.0
<2.0
<2,0
<2.0
<2,0
<2,0
NA
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2,0
<2,0
<2.0
<2.0
<20
<20
<2.0
<2.0
<5.0
<2,0
<2.0
<2,0
<20
<2.0
<2.0
<20
<2.0
<2.0
<2.0
<2.0
<20
<2.0
<2.0
<20
<2.0
<2.0
<2.0
System
NS ., Not Sampled
- --- --
T,:tncl,lomcthcnc I,!, 1-Trichlorocthaac
(.,,;L) (ug/L)
<l.O <1.0
<!.O <l.O
<:1.0 <1.0
<l.0 <1.0
<J.0 <1.0
<1.0 <l.O
<1.0 <1.0
<l.0 <1.0
<l.0 <1.0
<JO <1.0
<1.0 <1.0
<1.0 <LO
<1.0 <1.0
<LO <l.O
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <l.O
<JO <l.O
NA NA
<JO <l.O
<l.O <JO
<1.0 <l.O
<1.0 <l.O
<l.O <1.0
<1.0 <1.0
<l.0 <1.0
<1.0 <1.0
<l.0 <1.0
<l.O <1.0
<1.0 <1.0
<1.0 <l.O
<1.0 <l.O
<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
<I 0 <1.0
<1.0 <l.O
<1.0 <I 0
<1.0 <l.O
<1.0 <l.0
<LO <I 0
<1.0 <l.O
<1.0 <1.0
<1.0 <l.O
<1.0 <J.O
<1.0 <l.0
<1.0 <I 0
<1.0 <1.0
<1.0 <1,0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0 Do,. . ..
00
- ---- -- -
Sample D~ Trichlorocthylene
Location {ug/L)
U/L Effluent 2124/96 <1.0
21251% <l.O
U2&/96 <l.O
3/R/96 <1.0
J/16/96 <1.0
4IJ/96 1.9
5/3/96 <1.0
6/5196 <1.0
7/1/96 <LO
7/30/96 <l.D
914/96 <l.0
10/1/96 <l.O
l ln/96 <LO
12/5/96 <1.0
1/6/97 <1.0
214191 <1.0
3/12/97 <J.O
418/97 <LO
5/12/97 <l.0
616/97 <I 0
7121" <1.0
7n5l97 NA
sn191 <1.0
915191 <1.0
1"2197 <1.0
11113197 <J.O
1215197 <l.O
l/9/98 <l.0
215/98 <1.0
315198 <l.O
413198 <1,0
5n/98 <1.0
6/5198 <!.0
719198 <1.0
sn/98 <1.0
9110/98 <LO
1012/98 <1.0
1114198 <1.0
1211/98 <1.0
1111199 <l.O
2111199 <l.O
315199 <1.0
418199 <l.O
5113199 <1.0
6/10199 <1.0
718/99 <1.0
815199 <1.0
919199 <LO
10/14199 <1.0
1113199 <l.O
12/3199 <1.0
2/17/00 <l.O
319/00 <!.O ,mroo <1.0
518/00 <1.0
619/00 <1.0
7nl00 <LO
11/2,00 <1.0
9125/00 <1.0
10112/00 <1.0
1/00/01 ...
Remediation Performance Standard 2.8
Note: 7125197 Sampled for Manganese onDUP -duplicnc
- - -
TABLE 4 (Continued)
Groundwater Quality Summary
Upper/Lower Macon System
Macon/Dockery Site
Richmond County North Carolina
Toluene Chromium Barium M;v,.ganesc
(ug/L) (ug/L) {ug/L) (ug/L)
<LO <LO " 150
<1.0 <10 90 160
<1.0 <10 <SO 32
<I 0 <10 <SO 39
<LO <10 "'' 31
<!.O <10 "'' " <1.0 <10 31 10
2.1 <10 <SO 7.5
<1.0 <10 "'' <5.0
<1.0 <LO <SO <5.0
<1.0 <10 <SO "'·' <l.0 <10 "'" <5,0
<1.0 <10 <50 <5.0
<!.D <10 "'' <S.O
<!.0 <10 "'' <S.O
<LO <10 39 <S.O
<l.0 <10 <SO <5,0
<1.0 <10 <SO "'·' <1.0 <JO <SO "'0
<1.0 <10 <50 "'·" <10 <10 <SO 79
NA NA NA 36
<1.0 <IO <SO " <1.0 <10 <50 "'·' <1.0 <IO "'' 6.3
<l.O <10 "'' <5,0
<1.0 <JO <SO "'0
<1.0 <JO <SO "'·' <1.0 <10 56 <5.0
<1.0 •IO <200 <15
<1.0 <10 <200 "'·' <1.0 <10 <50 "'·' <1.0 <10 <SO "'' <1,0 <10 <SO "'·' <I.O <10 "'' 9.2
<1.0 •10 "'' 6.7
<1.0 <10 31 <10
<1.0 <10 <50 6.2
<1.0 <10 <50 "'·' <1.0 <10 <SO "'·' <1.0 <10 <50 <5.0
<l.O <10 <50 <S.O
<l.0 <10 <50 <5.0
<l.0 <10 <50 <5.0
<LO <IO <50 "'·' <LO <10 "'' <5,0
<1.0 <10 <SO " <1.0 <10 "'' "'·' <1.0 <10 <SO "'·' <LO <10 <SO <5,0
<1.0 <10 <50 <50
<1.0 <10 <SO <50
<l.O <10 <SO <5.0
<1.0 <10 <SO <5.0
<1.0 <10 <SO "'·' <!.O <10 <SO <5,0
<LO <10 <50 20
<1.0 <10 <SO <S.O
<1.0 <10 "'' "'·' <1.0 <10 <50 <S.O
:-.lot Sampled
1000 so IOOO so
- -
Zinc C;w;lmium Lead
(ug/L) (ug/L) (ug/L)
ISO <0.30 3.7
170 <0.30 3.6
59 <0.30 <3.0
56 <0.30 <3.0
51 <0.30 <3.0
" <0,30 3.6
21 <0.30 <3.0
<20 <O 30 <3.0
<20 <0,30 <3.0
<20 <0,30 <3.0
<20 <0.30 <3.0
<20 <0.30 <3.0
<20 <0.30 <3.0
<20 <0.30 <3.0
<20 <0.30 <3.0
<20 <0.30 <3,0
<20 <O 30 <3.0
<,0 <0.30 <3.0
<20 <0,30 <3.0
<20 <0.30 <3.0
<20 <0.30 <3.0
NA <0.30 NA
<20 <0.30 3.1
•20 <OJO <SO
<20 <0.30 <3.0
QO <0,30 <3,0
<20 <0,30 <3.0
QO <0,30 <3.0
<20 <0,30 <3.0
<20 <0.30 <3.0
•20 <0.30 <3.0
<20 <0.30 <3.0
•20 <0.30 <3.0
<20 <0,30 <3.0
<20 <O JO <3.0
<20 <0.30 <30
<20 <0,30 <3,0
<20 <0,30 <3,0
QO <0,30 <30
<20 <0,30 <30
<20 <0,30 <3.0
<20 <0,30 <3.0
<20 <0,30 <3.0
<20 <0.30 <3.0
<20 <0 30 <3.0
<20 <0.30 <3.0
<20 <0.30 3.7
<20 <0.30 <3,0
<20 <0.30 <30
<20 <0.30 <3,0
<20 <0.30 <3.0
<20 <0.30 <3.0
<20 <0,30 <3.0
QO <0.30 <3.0
QO <0.30 <3.0
<20 <0.30 <3,0
<20 <0.30 <3.0
<20 <0.30 <3.0
2' <0.30 <30
<20 <0.30 <3.0
Symm O..n
5000 15
NA~ Not Analywi NS• Not Sampled
- -----
Suspended Solids
(mg/L)
"'·' "'·' • <5.0
"'·' LO
<5.0
"'·' <5.0
"'0
<5.0
24
<5,0
"'·' <50 • <5.0
<S.O
<50
<5.()
<5.0
NA
NS
<5,0
25
<5
<5
,5
<5
<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
"'·" <5,0
<S.O
<5,0
<S.O
"'·' "'·' <5.0 ...
- - -- --- -Woll Dato Chloroform l. l • Dkhlcrocthan e I, I -Dkhlorocthcn Number (ug/L) (ug/l.) (ug/L) Upper Dock~ MW!5 2/13/96 <'5 " "' """ "" " "" 7fl !/96 <,S <'5 "" (DUP 2) 7!31196 .,,, .,,, m Hn/96 <,S " , .. {Dill') lln/96 <SO <,0 """ 215191 "" " '"'" 5/12197 "'"" """ "" (DUP 2) 5/12/97 <)00 """ "" l!/5/97 <)O " no (DUPLICATE l) !1112/97 <S " "" 11112/97 <,0 <)O ~ (DUPI) ""'' "'' <,S ,oo 2/5/98 <,0 <)O "" "'"' <S-0 " BOO (DUP l) "'" <S-0 % ""' "'"' "'"" "'"" """ 1113/98 <S-0 <,0 BOO 2111/99 <'5 <,S "" S/12199 <,S <,S "" l!/5/99 <,S <,S ,~ 1112199 <,0 <,0 no 2/17/00 <,0 <,0 ~ '""" <,0 <,0 "" "'"" <SO ,., BO 1/18/01 <>O , .. "" (DUP l) \/!WI <:5.0 '' BO MW,S 2/13196 <1.0 u <1.0 """ <1.0 <l.O <1.0 7/31196 <1.0 <l.O u 11n/% <1.0 <LO '' 215/97 <l.O <!.O '' SJIJ/97 <l.O <,0 <1.0 815/97 <1.0 <LO <l.O ll/12197 <1.0 <1.0 <l.0 215/98 <l.O <1.0 u 5n/98 <1.0 <l.O <1.0 "'"' <l.O <1.0 <l.O I l/3/98 <1.0 <1.0 <l.0 2111199 <1,0 <l.0 <,0 SJ12199 <1.0 <1.0 <1.0 8/5199 <1.0 <1.0 <l.O l!fl/99 <,0 <1.0 <l.O 2117/00 <!.O <1.0 <l.O '""" <1.0 <LO <,0 '""" <L.O <1.0 <,0 11\l!JO] <1.0 <1.0 '" Lm,·crDockCI)· MW,e l/!]/96 <,0 " " 5/V96 <1.0 " " 71311% <LO " " lln/96 <1.0 " " {Dill') lln/% <1.0 " " "'"' <1.0 " " 5113/97 <1.0 " " . .,., "'" '" " 11112197 <1.0 " " ""'' <1.0 " " ""'' <1.0 '" '' . .,,, <].0 " '' 1113/98 <1.0 " B 1111/99 <1.0 " '' 5111/99 QO B '' . .,,, <1.0 B '' 1111199 <1.0 " '' 1117/00 <1.0 '" ' """ ... Wdl .,,,,. ... Wd, 11\l!JOI ... Wd' I I Remediation Pcrfomwicc SW>dard """ - --Table 5 Grouod1nter Quality Summary Macon/ Dockery Site Richmond County, North C: """"~ -- --c CiYtrans·l.2-Dichlorocthcnc McthJ·lcnc chlorid e Tw:.eWoroelhen e 1,1,l-Tridtlornothan c Trlchlorocthykn e Vinyl chlorid c Benzene (ug/L) (ug/L) (u&fl,} (ug/L) (ug/L) (ug/L) (ug/L) "" <SO <'5 no "" "" "" <'5 <>O '" no "" "" "" "" tjO "" "" <,S <,S "" <,S <>O "" ,w "" .,,, "" "" <SO <'5 "" <'5 "" <'5 <SO ""'" <S-0 "'" <SO <SO <SO .,,, <SO "" "" <'5 <'5 <'5 "'"' <)00 <)00 ,w <)00 ""'" <)00 "'"' <'00 <)00 ,w <)00 <)00 "'"" <,0 <,0 <,0 ,oo <,0 <)O <,0 <5.0 <,0 <SO S-0 <S.O <:S.O <SO <W <)O <,0 B <,0 <,0 <)O "" <SO "" ,. <'5 "" "'' <)O "'" <,0 ;o <,0 <,0 <,0 <S-0 <,00 <S-0 ~· <S-0 <S-0 <SO <S-0 "'"' <>O no <SO <S-0 <>O "'"' <)00 "'"' "" "'"" "'"" "'"" <SO "'"' <S-0 )W <>O <S-0 <,0 <,S <120 "" ,oo <,S <'5 <'5 <,S <SO <'5 "" <,S <,S "" "" <>O "" "" <,S <,S "" <,0 <,0 <,0 " <,0 <,0 <,0 <,0 <,0 <)O " <,0 <,0 <,0 <,0 <W <)O " <,0 <,0 <,0 <5,0 <,0 <5,0 " <5.0 <5.0 <5,0 <5,0 <,0 <5,0 " <>O <5.0 <5.0 <5.0 <)O <5.0 " <5.0 <5.0 <5.0 <,0 <2.0 <1.0 u <1.0 <1.0 <1.0 <1.0 <2,0 <1.0 <1.0 <l.O <l.O <:J.0 <1.0 <,0 <1.0 <el.O <l.O <1.0 <l.O <1.0 <,0 <1.0 <1.0 <l.O <1.0 <LO <,0 <,0 <1.0 <1.0 <,0 <1.0 <l.O <1.0 <,0 <1.0 <1.0 <,0 <1.0 <1.0 <1.0 <,0 <LO <].0 <,0 <l.O <1.0 <1.0 <2,0 <1.0 <l.O <1,0 <1.0 <1.0 <1.0 "'·" <1.0 <1.0 <!.O <1.0 <1.0 <1.0 <2.0 <1.0 <1.0 <,0 <1.0 <1.0 <1.0 <,0 <l.O <l.O <,0 <1.0 <1.0 <1.0 <,0 <1.0 <1.0 <1,0 <1.0 <1.0 <1.0 "'·" <l.0 <,0 <J,O <1.0 <1.0 <1.0 <2,0 <1.0 <1.0 <LO <!.O <!.0 <l.O <2.0 <1.0 <,0 <l.O <LO <l.U <1.0 <2.0 <l.O <1.0 <,0 <LO <1.0 <1.0 <2.0 <1.0 <,0 <,0 <l.O <!.O <1.0 <2.0 <1.0 <LO <,0 <,0 <LO <1.0 <2.0 <l.O <1.0 <,0 <1.0 <1.0 <1.0 <2,0 <l.O <1,0 <l.O <1.0 <1.0 <1.0 "'" <l.O " ' <1,0 <1.0 <1.0 <2.0 <l.O n , .. <1.0 <1.0 <l.0 <2,0 <l.O '" '' <,0 <!.O <I.0 "'·" <,0 '" '' <l.O "'" <1.0 <2.0 <1.0 " ' <l.O <,0 <LO <2.0 <l.O " u <l.O <,0 <I.0 <2.0 <,0 " " <LO <),0 "'·" 4.0 <2.0 " u <2.0 "'·" <!.O "'·" / <l.0 '" '' <1.0 <!.0 <LO <2.0 <l.O " '' <1.0 <l.0 <l.0 <2.0 <l.0 " ,., <1.0 <,0 <l.O <1.0 <l.O " u <,0 <l.0 <1.0 <2,0 <l.0 " <1.0 <l.O <l.O <l.O "'" <l.0 " <l.O <!.O <l.0 <1.0 40 <1.0 " "'·" <a.O <2,0 <1.0 <2.0 <1.0 '" <l.0 <,0 <l.O <1.0 <2.0 <1.0 " <1.0 <1.0 <l.O <1.0 <2.0 <l.0 " <1.0 <1.0 <l.O ''" _ .. O..To Qbsm,ai011 ... ''" _ .. O..To Obsuuaion . .. I ''" I ,_., I O..To ' "'""'"""' ' ' ... ' '" ,oo , .. -- --Toluene (ug/L) " .,,, " ;; .,,, <SO .,,, <)00 "'"" <,0 <5.0 <,0 "" " "" ,w "'"' <,0 "'' "'' "'' " <,0 <,0 <>.o <SO <5.0 <1.0 <LO <1.0 <l.O <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <l.O <l.O <1.0 <1.0 <1.0 <l.O <l.O <1.0 <1.0 <1.0 u ' <1.0 <1.0 Q.O <1.0 <l.O <1.0 <1.0 <l.O <1.0 <1.0 <1.0 <1.0 <1.0 ' , ..
-- - - - - - -Well Date Total X)lcncs Aooone °""""" t-:umbcr (ug/L) (ug/L) (u-' ) Upper Docker)' MW 15 2/13/96 "'' ""' <W '""' <,S <:250 <W 7/31/96 "'' <,SO " (DUP2) 7/31196 "'' <rn> <W lln/96 "'' <250 <W (DUP) lln/96 <]50 <,00 <W 2/5/97 "'' ,., " 5112197 <,oo <WOO <W (DUP2) 5112/97 <,oo <WOO " wn "'' <>OO " (DUPLICATE I) 11/12/97 <,S <SO " l l/12/97 <,0 <>OO "' (DUP I) m/9S "'' ""' <W 21519& <,0 <>OO <W ""'' <>50 '"' " (DUP IJ 516/98 <>50 HOO <W ""'' <,oo <>00() " IIIJ/98 <150 <SOO " 2/! 1/99 "'' q50 " ,,,,,,, "'' "'50 " """ "'' q50 >50 """' <,0 <>00 " 2/17/00 "'' <>OO " '""' <,0 <W " ,moo <,S <SO " 1/18/01 <>S <SO " (DUP I) l/JMJI <>S <S<) " MW,S 21\l/96 "'' <,0 <W """ <J.0 <W w 7/31/96 "'' <,0 <W lln/96 "'' <W <W 215/97 <3.0 <W <W 5/ll/97 "'' <W " "'"' "'·" <W " 11/12/97 <3.0 <W <W 215/98 <l.0 <W <W sn19s <3.0 <W <W .ffl. <3.0 <W <W l l/3/98 <,0 <,0 " 2111199 "'' <W <W ,,,,,,, <l.0 <,0 <W """ "'' <W <W """' "'' <W <W 2117/00 "'' <W "" .. ~ <3.0 <,0 '"" "'"' <;O <,0 " lll&/01 "'·' <W " LO\\Cf Dockery MW 16 21ll/96 <3.0 <,0 " ''"" <l.0 <,0 " 7/31/96 "'' <,0 "' l!n/96 <0.0 <,0 " (DUP) lln/96 <J.0 <,0 " 215/97 <l.0 <,0 " 5113/97 <3.0 <,0 " """ <0.0 "'' ,., 11112197 -c,o <W 9H 215/9S <3.0 <W <,0 ""'' <;O <,0 " "'"' <,0 <,0 " 1113/98 <J.0 <,0 " 2111/99 <3.0 <,0 " 5112/9'9 <0.0 <W " """ <3.0 <,0 '" """' <,0 <,0 " 2117,00 <3.0 <,0 '" """ ... "'"' ... l/l&/01 ... I I I Remcdlaticn Pc:rformancc SWldanl "" ,soo .. so ----Table 5 (Continued) Groundwater Quality Summary Maron/Do(kery Site Rkbmond County, No.!!_b C___!!ol' ..... Barium Bcry!!lu -.. -Nick.cl Vanadium Zinc (ug/1..) (ug/L) (ug/L) (ug/L) (u,vl.) (ug/L) (SO <5.0 '" = <SO " "' <:S.O ,eo = <,0 " '" <5.0 ,., = <SO " '" <5,0 '" = "'' H "" <'5.0 ,oo "'' <5.0 <,0 '" <5,0 '" "'' <SO <W ,., <5.0 "' = "'' "" '" <5.0 '" = "'' " ,w <5.0 '" <,0 <,0 " "' <5.0 '" "'' <SO " '" <5.0 "' = <,0 63,7 '" <5,0 "' "'' <SO " '" "'·' ,oo "" <SO " '" <5,0 '" <,0 <50 " "" <5.0 '" <,0 <50 ., '" <5.0 ,oo <,0 <50 " "" "'·' "' <,0 <50 " "" <SO "' <,0 <50 " "' <SO ,00 <,0 <50 " ,oo <5,0 ,w ""' <50 " '" <5,0 'w " 50 ., "' <SO "' = <50 " '" <5,0 " = <50 "'' '" <5,0 "' "'' <50 so '" <So no ""' <SO " '" <5.0 "' "'' <SO ., ,., <5,0 '" "'' <SO " ,., <5.0 "' = <SO " '" <5.0 " ""' <SO " '" <5.0 " <,0 <50 <W '" <5.0 '" "'' <SO '" ''" <5.0 " "'' <SO " ,w <5.0 " "'' <SO <,0 '" <5.0 '" "'' <SO " '" <5.0 " "'' <SO 22.S '" <5.0 " "'' <SO <W '" <5.0 " "'' <SO <,0 ''" <5,0 " <-><> <SO <,0 '" <5.0 " = <SO <W ,so <5.0 " = <SO <,0 '" <5.0 n ""' <SO <,0 "" <5.0 " = <SO '" ''" <5.0 " <.>o <SO <W "" <5.0 ''" "' " '" ,oo <5.0 ,oo n, " ,oo ,oo <5.0 '" "" <SO " '" <5.0 '" <,0 <50 " "' <5.0 uoo " ,oo '" "' <5.0 ""' " '" '" uoo <5.0 S,00 "" '" "' "' <5.0 BOO ,., "' "" "' <5.0 "oo ,., "' '" "" <5.0 '" " " ''" '" <5.0 ''" " " " "" ,., HOO "" <SO "' m <5.0 ""' "' 265 ' "' <SO <5.0 " ""' <S<) " SW <5.0 HOO '" ,w ,oo '" <5.0 '" " " ''" '" <5,0 .,, " " ,. "' <5.0 uoo .. " '" "" <5.0 »oo " 'w '" ,oo '' "" '" "" "' "" <5.0 ""' "" "" '"' '" <5.0 '"" "" '" "' Well No, Sampled DucTo Obstru,;tion Wd> No, Sampled Due To Obstrur:don I wa, I No, I Sampled I DtwTo IOb~ ,ooo so ,oo so ,000 Cadmium (ug/L) <0.30 <ll.)0 <0.30 <O.JO <;()_JO <0.30 " '' • '' '' '' '" 0,35 '" 0,49 " '' 0,93 '" <0.30 '" <0,0 <0.30 <OJO 0.61 0.97 <O.ro <0.30 <0.30 <O" <0.30 <0.30 <0.30 <> <0.30 <0,30 <0.30 <0.30 <O.J0 <0.,0 <0,30 <0,30 '" <0.30 <0.30 "' <0.30 <0.30 '" "' OAS <0.30 <0.30 <0.30 <> <0.30 <0.30 <0.30 <0.30 <0.30 ,., <0.30 <0.J0 0,37 ' --- - - --'""' Mcttury C)'3llide Suspended Solid, (,.0.) (ug/L) (mg/L) (mg/L) "'" H <W ' ""' "' <W <5.0 '" 0,0CM7 NA ., 1070 " NA " HO '' NA ' '" '' NA NA ""' '" NA " "" ,., NA " ,so u NA w SW u NA " "' ,., NA " "' '' NA ,w "' 0,73 NA w '" '" NA • ,oo 0.76 NA " " 0.63 NA " "' H NA H %() " NA ,oo '" '' NA '" ,oo '' NA "" '" ,., NA "" " NA NA >50 " 0.53 NA " " '" NA "" " 0.67 NA '" ,so '·" NA " '" uo NA ,oo <3.0 NA <,0 " <3.0 NA <W " <3.0 NA NA " <3.0 NA NA " .,, NA NA <5.0 <J,0 NA NA " " NA NA "" <3.0 NA NA " <3.0 NA NA n <,0 NA NA " '·' NA NA ' <3,0 NA NA " ,.o NA NA " <J.0 NA NA " '' NA NA " <;O <0.20 NA '" 22,0 <0.20 NA ''" !9,0 NA NA uoo " NA NA ,so <3.0 NA NA " " NA <W '"" " NA <W >600 " NA NA S,00 " NA NA HOO " NA NA NA '' NA NA '" " NA NA ,., " NA NA BOO " NA NA '"' '·' NA NA '" " NA NA ,000 " NA NA '" .. , NA NA "' '·' NA NA "' ,., NA NA no 33.0 NA NA >600 20.0 NA NA 1300 15.0 NA NA "" ... ... ... ' ' ' " u "'
---- -
wa, Da1c
Number
MW" 2.lll/96
(DU,) 2/13/96
""" """ 11n/%
"'"' 5/13197
815/'J1
ll/!2/97
2/5/98
5/6198
""'' l l/3198
2/11/99
5112199
""'' "-2/17/00
'"'" ,moo
1118/0l
Macoll Soum: Ami
MWU 2113/96 -(Din') """ 7111/%
1116/96
2/M97
5/!l/97
8/6197
(DUPl.lCA TE 2) 111121'97
111121'97
2/5/'98
""" (DUP 2) 5/6198
"'"' (DUP-1) 8n/9S
]1/~/98
(DUP-2) IIW98
2/10/'99
(DUP-2) u,=
5113/99
(DUP-2) 5113199
""" (DUP-2) ""'' 11/3199
(DUP-2) 11/3/99
2/17/00
(DUP-2) 2/17,1:)()
""" (DUP-2) ,,.,,.
""" (DUP-2) """ Ill 7/01
(DUP-2) 1/1 i/01
Remcdlauon Pcrlorm.,.nce St.u>dard
NA" Not Analyzed
- - -
Chloroform I,! -Di,;hloroetlw,e l.l -Didlloroelhene
(ug/L) (uon) (ug/L)
<1,0 ,, <1.0
<1.0 "' <l.O
-<1.0 '' <LO
<1.0 " " <:].0 ') <l.O
<l.0 " <l.0
<l.O " <1.0
<1,0 " <1.0
<LO " <1.0
<1.0 " <1.0
<1.0 " <:\.O
<1.0 " <LO
<:1.0 " <1.0
<1.0 " <1.0
<1.0 " <l.O
<1.0 " <l.O
<,0 " <l.O
<1.0 " <LO
<JO " <JO
<1.0 " <1.0
<1.0 n <1.0
<1.0 " JO
<1.0 '' " <1.0 H " <1.0 " <l.0
<1.0 ' ' <1.0 '' '' <1.0 " " <2.0 "'' " <2.0 <2,0 " <,0 "'' " <5.0 <,0 ,JO
<5.0 '' '" <5,0 '' ,.,
<n "'' "' <n "'' "" <)> "" "" <ll <)> ,.,
<ll <)> "' <ll "'' ,oo
<)> <ll "'" <)> "'' ""' <n <ll '" <ll <ll "" <)> <ll '"' <n "'' 'JO
<ll "'' '" <ll <ll OJO
<ll "'' "' <ll <ll "' "'' <ll "" <ll "'' ,w
<ll "'' "" <W <JO no
llOO
DL •Dilution DUP-d..,._.
- - -
Table S
Groundwater Quality Summary
Macon/ Dockery Site
Richmond County 1',orth Carolina
- -
Cisltram-1,2-Didllorodhene Methylene d!Joride TClrac:hloroelheoe l,1.1-Trichlorotthane
(ugll.) (ug.lL) (ug/L) (ug/L)
<1.0 <,0 <LO <1.0
<1.0 <2,0 <1.0 <,0
<t.0 <2.0 <1.0 <1.0
" <2.0 '' '' <1.0 <2.0 <1.0 <:I.O
<1.0 <2.0 <1.0 <1.0
-<1.0 <2.0 <1,0 <1.0
<1.0 <JO <1.0 <1.0
<l.O <2,0 <1,0 <JO
<1.0 <JO <1.0 «' <l.O <JO <1.0 <1.0
<,0 "'' <:\.O <1.0
<!.O "" <l.O <,0
<l.O "" <1.0 <:1.0
<!.O "'' <1.0 <1.0
<LO "'' <1.0 <1.0
<LO <2.0 <,0 <1.0
<1.0 <,0 <,0 <1.0
<LO <JO <,0 <l.O
<1.0 "'·' <,0 <1.0
<1.0 <2.0 <,0 <1.0
" <,0 <1.0 " ,., "'' <1.0 " '·' <,0 <1.0 '' <LO <,0 <1.0 <\.O
" "'' " '·' " <2,0 '' , ..
'' <2,0 <1.0 '' <2,0 qo <2.0 '' <2.0 qo ') " <,0 <4,0 '' " '' <JO " n
" <JO )) " " <JO )) " "'' ""' "" 78 :
<)> <,0 <n ...
<ll <,0 " " <ll ""' " )JO
<ll <,0 "' '" "'' ""' n " "'' <>o " '" <)> <><> " "' <ll <,0 " )JO
"'' <,0 " '" "'' ""' " ,,
<)> <>0 " ,oo
<ll <,0 " " <ll <,0 " " <ll <>0 ., ...
<ll <,0 " " <ll <,0 " " <ll <,0 " ...
<ll <120 ,. " <W "'' " "
" ,oo
- - - - --
Tricitlorncth)']cne Vmyl chloride Benzene Toluene
(Ug/L) (ug/L) (ug/L) {Ug/L)
<].0 <1,0 <1.0 <:l.O
<l.O <1.0 <JO <l.O
<l.O <l.O <1,0 <1.0
JO <LO <,0 <1.0
<1.0 <l.O <J.O '' <1.0 <l.O <l.O <l.O
<l.O <,0 <LO <LO
<1.0 <1.0 <1.0 <1.0
<1.0 <,0 <1.0 <:].0
<1.0 <1.0 <].0 <,0
<1.0 <1.0 <1.0 <,0
<,0 <l.0 <JO <l.O
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <JO <,0
<LO <1.0 <1.0 <,0
<LO <1.0 <,0 <!.O
<l.O <1.0 <1.0 <l.O
<1.0 <,0 <1.0 <1.0
<LO <,0 <1.0 <1.0
<1.0 <,0 <1.0 <1.0
<1.0 <I() <1.0 <J.O
" <1.0 <1.0 <1,0
" <1.0 <1.0 <1.0
" <LO <1,0 <,0
<1.0 <l.O <1,0 <,0
" <1.0 <!.O <1.0
" <1.0 <1.0 <1.0
" <1.0 <,0 <1.0
' <2.0 <2.0 <2.0
'' <2.0 <2,0 <2.0
'' <2.0 <2,0 <JO
" <5.0 <5.0 <5.0
JO <5.0 "' <5.0
)) <>0 <5.0 <5.0
<n <ll "'' <n
<n "'' <ll <ll
<)> <)> "'' "'' <n "'' "'' <ll
" <J> <)> <ll
<J> <ll <ll <ll
<)> <J> <ll <ll
"" "" <ll <J>
<ll <ll <)> <ll
<ll <ll <ll <ll
<ll <ll <ll <ll
<ll <)> <ll <ll
<)> <ll <ll <ll
<J> <ll <ll <ll
"'' "'' <ll <ll
<)> <ll <n <ll
<ll <ll <ll "'' "'' "'' <ll <ll
<ll <ll <ll "'' <W <JO <JO <JO
woo
9 B B B B 9 9 B ~ ~ ~ ~ ~ ~ ~ C ; "
9 9 e e C ~ !i § & "
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' _,.
"" I\ I\"" fl I\ I\""""" I\ I\ I\" I\""~~ 000000000000000000000~~
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- - - - --
Well Date Chloroform I, I -Dichloroethane
Number (ug/L) (ug/L)
MW9 2/13/96 <LO 120
512196 <1.0 130
7/31/96 <JO 250
(DUP) 7/31/96 <JO 190
11/6/96 <5,0 170
2/5/97 <1.0 76
5/12/97 <20 80
8/6/97 <2.0 56
11/12/97 <1.0 48
(DUP 2) 2/5198 <5.0 150
2/5/98 <JO 100
5/6/98 <JO 63
8nt98 <5,0 90
(DUP-1) Snt98 <_JO 59
I \/3/98 <JO 62
I 1/3/98 <JO 56
2/10/99 <5.0 75
(DUP-1) 2/10/99 <JO 71
S/13/99 <JO 73
(DUP-1) 5/13/99 <JO 80
8/5/99 <JO 54
(DUP-1) 8/5/99 <10 47
ll/2199 <25 <25
(DUP-1) 1112199 <25 <25
2/17/00 <25 <25
(DUP-1) 2/17/00 <25 <25
518/00 <25 <25
(DUP-1) 518/00 <25 <25
8/3/00 <25 <25
(DUP-1) 8/3/00 <25 <25
1/17/01 <2.0 71
Remediauon Performance Standard 3500
NA= Not Analyz.ed DL,. Dilution
- - - ---
Table 5
Groundwater Quality Summary
Macon/ Dockery Site
Richmond County Norlh Carolina ' I. I -Dichloroethene Cis/trans-l ,2-Dichloroethene Methylene chloride Tetrachloroethene
(ug/L) (ug/L) (ug/L) (ug/L)
<JO 25 14 16
<JO 160 <20 <JO
<JO 340 <20 18
<JO 320 <20 <JO
<5.0 JOO <JO <5.0
8.2 13 <2.0 1.8
52 59 <4.0 6.9
22 43 ""0 6.6
33 47 <2.0 12
12 310 <JO <5.0
<JO 220 <20 <JO
54 250 <20 16
140 350 <JO 27
110 310 <20 20
160 300 <20 22
200 280 <20 23
110 130 <JO 18
150 160 <20 18
270 250 <20 30
220 200 <20 22
160 140 <20 17
150 150 <20 24
580 320 <50 49
560 340 <50 49
520 250 <50 51
510 240 <50 48
510 220 <50 69
. 530 200 <50 44
400 190 <50 56
,10 180 <50 59
45 19 <4,0 13
70
- - -- - --
I, I, I-Trichloroethane Trichloroethylene Vinyl chloride Benzene Toluene
(ug/L) (ug/L) {ug/L) (ug/L) (ug/L)
<JO JO 35 <JO <JO
<JO " 160 <JO <JO
<JO 24 190 <JO <JO
<JO 21 JOO <JO <JO
7 11 7.5 <5.0 <5.0
2.6 L3 4.2 1.4 <l.O
12 7.3 9 <2.0 <2.0
7.4 4.6 6.4 <2,0 <20
II 9.5 16 <LO <l.O
6 39 JOO <5,0 <5.0
<JO 24 47 <10 <JO
<JO 65 20 <JO <JO
36 40 30 <5.0 <S.O
28 31 19 <JO <JO
27 32 19 <JO <JO
30 32 <JO <JO <JO
19 22 32 <5.0 <S.O
24 24 26 <JO <JO
54 34 25 <JO <JO
42 27 26 <JO <JO
34 18 29 <JO <JO
41 22 26 <JO <JO
98 46 <25 <25 <25
JOO 47 <25 <25 <25
98 42 <25 <25 <25
88 39 <25 <25 <25
89 39 <25 <25 <25
64 36 <25 <25 <25
72 36 <25 <25 <25
" 35 <25 <25 <25
,.5 5.6 24 <2.0 <20
200 2.8 1000
--- - --
Well Date
Number
MW9 2/13/96
5nl96
7/31/96
(DUP) 7/31/96
11/6/96
2/5/97
5/12/97
8/6/97
11/12/97
(DUP 2) 2/5/98
2/5/98
5/6/98
8/7/98
(DUP-1) 8/7/98
11/3/98
I 1/3/98
2/10/99
(DUP-1) 2/10/99
5/13/99
(DUP-1) 5113199
8/5/99
(DUP-1) 8/5/99
l l/2/99
(DUP-1) ll/2/99
2/17/00
(DUP-1) 2/17/00
518/00
(DUP-1) 5/8/00
8/3/00
(DUP-1) 8/3/00
1/17/01
Remediation Performance Standard
NA = Not Analyzed
Total Xylenes
(,g/L)
<JO
9.8
<JO
<JO
13
9.5
<6.0
<6.0
<3,0
<15
<JO
<JO
<15
<JO
<JO
<30
<15
<JO
<JO
<JO
<JO
<JO
<75
<75
<75
<75
<75
<75
<75
<75
<6,0
400
- - ----
Acetone Chromium
(,g/L) (,g/L)
16Q•F32 1200
190 JOO
<10 210
120 170
220 47
100 26
<20 68
89 160
<IO 75.7
<50 43
<!00 39
<100 31
<50 15
<JOO <IO
<JOO 73
<100 69
<10 16
<IO 18
<JOO 58
<JOO 52
<100 83
<100 41
<250 630
<250 1200
<250 320
<250 270
ll00 69
<250 66
<620 260
<620 290
<20 38
3500 50
Table 5 (Continued)
Groundwater Quality Summary
:\facon/Dockery Site
Richmond County North Carolina ' Barium Beryllium Manganese Nickel Vanadium
(,g/L) (,g/L) (,g/L) (,g/L) (,g/L)
7400 6.1 7800 1800 500
3300 <5.0 5600 520 140
1300 <5.0 3900 290 78
1100 <5.0 4700 230 61
530 <5.0 5100 84 <50
810 <5.0 4900 60 <50
ll00 <5.0 3900 <40 <50
1800 <5.0 5000 360 67
1070 <5.0 4400 162 <50
690 <5.0 4900 88 <50
810 <5.0 5000 82 <50
760 <5.0 7900 46 <50
900 <5.0 6800 61 <50
660 <5.0 5800 54 <50
1300 <5.0 5300 190 <50
1200 <5.0 5800 180 <50
590 <5.0 3700 49 <50
570 <5.0 3600 49 <50
1200 <5.0 3100 110 <50
940 <5.0 3200 100 <50
1700 <5.0 4000 200 <50
990 <5.0 4100 110 <50
2200 <5.0 520 680 110
3400 <5.0 950 1200 220
1600 <5.0 JOO 400 66
1400 <5.0 260 350 59
650 <5.0 85 84 <50
590 <5.0 84 77 <50
1400 <5.0 260 310 54
1500 <5.0 290 340 61
1700 <5.0 5600 95 <50
1000 50 100 50
- -- - - --
Zinc Cadmium Le,d Mercury Cyanide Suspended Solids
(,g/L) (,g/L) (,g/L) (,g/L) (rng/L) (mg/L)
790 2.6 35 NA <10 890
210 <0.30 12 NA <IO 1700
140 <0.30 12 NA NA 830
130 <0.30 9.6 NA NA 940
33 <0.30 <3.0 NA NA 260
42 2 <3.0 NA NA 140
51 <0.30 3.5 NA NA 490
170 1.8 3.5 NA NA 750
81.4 <I <3.0 NA NA 600
39 <0.30 5.3 NA NA 240
36 <0.30 37 NA NA 210
26 <0.30 <3.0 NA NA 61
30 <0.30 <3.0 NA NA 39
<20 <0.30 <3.0 NA NA 34
79 0.70 <3.0 NA NA 180
64 0.50 <3.0 NA NA 270
30 <0.30 <3.0 <0.20 NA 140
29 <0.30 <3.0 <0.20 NA 140
56 0.39 <3.0 <0.20 NA 220
59 0.30 <3.0 <0,20 NA 250
83 0.79 <3.0 <0.20 NA 270
52 0.36 8 <0.20 NA 220
210 <0.30 )0 0.59 NA 1900
360 0.39 15 0.58 NA 1600
120 <0.30 5.2 0.73 NA 1200
99 <0.30 4.2 0.61 NA 1100
42 <0.30 <3.0 0.26 NA 42
62 <0.30 <3,0 0.31 NA 120
120 <0.30 6.0 I.I NA 510
130 <0.30 6.2 0.97 NA 570
52 1.10 <3.0 <0.20 NA 470
5000 15 I.I 154
--- -- -
Well Date Chloroform 1,1 -Dichloroethane
Number (ug/L) (ug/L)
MW-II 2/14/96 <J.0 <1.0
5/2/96 <1.0 <1.0
7/30196 <1.0 <1.0
11/6/96 LS <IO
214/97 <1.0 <1.0
5/12/97 <1.0 <1.0
816/97 <LO <1.0
\ I/IJ/97 <1.0 <J.0
2/5/98 <1,0 <1.0
5/6/98 <LO <1.0
817/98 <1.0 <1.0
11/4/98 <i.O <1.0
2/10/99 <1.0 <1.0
5/12199 <l.O <1.0
8/5199 <1.0 <10
11/2/99 <1.0 <1.0
2/17/00 <1.0 <1.0
5/8/00 <10 <1.0
8/3/00 <1.0 <1.0
!/17101 <] 0 <1.0
!-,1W. 19 2/13/96 <1.0 210E
(DL) 2/13/96 <1.0 240
512J96 <1.0 55
(DL) Sill% <l.O 42
7/31/96 <1.0 <LO
11/6/96 <1.0 14
2/5/97 <25 <25
5/12/97 <5.0 9.7
8/6/97 <1.0 69
11/12/97 <5.0 15
2/5/98 <5.0 <5.0
5/6/98 <1.0 20
sn/9s <5.0 40
I 1/3/98 <5.0 19
2/10/99 <2.0 <2.0
5/13/99 <5.0 <5.0
8/5/99 <5.0 <5.0
11/2/99 <5.0 <5.0
2/17/00 <S.0 <S.O
5/8/00 <2.0 3.0
8/3/00 <2.0 5.4
1/18/01 <5.0 6.6
Remediation Performance Standard 3500
NA .. Not Analyzed DL = Dilution
- - -- --
Table 5
Groundwater Quality Summary
Macon/ Dockery Site
Richmond County North Carolina ' I, I -Dich!oroethene Cis/trans-1,2-Dichloroethene Methylene chloride Tetrachloroethene
(ug/L) (ug/L) (ug/L) (ug/L)
4.5 <1.0 <2.0 <1.0
4.5 <1.0 <2.0 <1.0
5.3 <1.0 <2.0 <1.0
5.8 <1.0 <2.0 <l.0
5.5 <1.0 <2.0 <1.0
6.2 <1.0 <2.0 <1.0
1.9 <1.0 <2.0 <1.0
4 <1.0 <2.0 <1.0
3.3 <1.0 <2.0 <1.0
3.2 <1,0 <2.0 <1.0
1.6 <1.0 <2.0 <1.0
1.6 <i.O <2.0 <1.0
1.4 <!.O <2.0 <1.0
1.8 <1.0 <2.0 <1.0
<1.0 <1.0 <2.0 <1.0
1.4 <LO <2.0 <1.0
2.1 <1.0 <2.0 <1.0
1.9 <1.0 <2.0 <1.0
<1.0 <J.0 <2.0 <1.0
1.4 <J.O <2.0 <JO
3.2 86 12 8.9
<1.0 100 <2.0 <1.0
13 43 <2.0 1.7
5 33 <2.0 <1.0
51 89 <2.0 48
110 120 <20 16
250 120 <50 32
14 46 <10 <5.0
44 43 <2.0 18
54 43 <10 13
93 30 <JO 7.5
13 27 <2.0 14
8.6 92 <10 14
88 78 <JO 20
36 13 <4.0 7.6
<5.0 26 <JO 9.4
56 16 <JO 5.5
43 9.4 <JO <5.0
63 II <JO <5.0
70 8.4 <4.0 5.0
77 16 <4.0 12.0
130 20 <10 22.0
70
OUP • duplioatt
--- - - --
!, I, I-Trichloroethane Trich!oroethylene Vinyl chloride Benzene Toluene
(ug/L) (ug/L) (ug/L) (ug/L) (ug/L)
<1.0 7 <1.0 <1.0 <1.0
<:J.0 5.7 <1.0 <1.0 <1.0
<1.0 5.8 <1.0 <1.0 <1.0
LI 8.5 <1.0 <IO <1.0
<1.0 84 <1.0 <1.0 <1.0
<10 8 <1.0 <LO <1,0
<1.0 2.9 <1.0 <LO <1.0
<1.0 6.4 <l.O <!.O <1.0
<1.0 5.9 <1.0 <l.O <1.0
<LO 4.3 <IO <1.0 <J.O
<J.0 2.9 <1.0 <1.0 <1.0
<1.0 2.6 <1.0 <1.0 <1.0
<1.0 2.9 <i.O <1.0 <l.O
<1.0 3.1 <1.0 <1.0 <1.0
<1.0 1.6 <1.0 <1.0 <1.0
<1.0 25 <J.0 <10 <1.0
<1.0 3.3 <1.0 <1.0 <1.0
<1.0 2.6 <1.0 <1.0 <1.0
<i.O LS <1.0 <1.0 <1.0
<1.0 L2 <1.0 <1.0 <1.0
u 5.9 910E 4.1 <1.0
<1.0 <1.0 660 <1.0 <J.0
6.1 12 JOOE <1.0 <1.0
<1.0 7.8 43 <1.0 <1.0
25 34 29 I <1.0
44 21 <JO <JO <JO
75 26 <25 <25 <25
82 7.4 <5 0 <5.0 <5.0
II 16 28 <1.0 <1.0
16 II <S.0 <5.0 <5.0
28 5.6 <5,0 <5.0 <5.0
6.2 14 7.2 <l.O <1.0
6.9 23 8.6 <5.0 <5.0
19 18 <5.0 <5.0 <5.0
6.1 4.0 <2.0 <2.0 <2.0
17 6.0 <5.0 <S.O <5.0
12 <5.0 <S.O <5.0 <5 0
7.4 <5.0 <5.0 <5.0 <5.0
9.9 <5.0 <S.O <5.0 <5,0
6.7 2.4 <2.0 <20 <2.0
12.0 5.1 <2.0 <2.0 <2.0
22.0 7.1 <5.0 <5.0 <5.0
200 28 JOOO
---- -
Well Date
Number
M\\'-11 2/14196
5/2196
7/30/96
11/6/96
214/91
5/12/97
8/6/97
11/13/97
2/5/98
5/6/98
8/7/98
11/4198
2/10/99
5/12/99
8/5/99
11/2/99
2/17/00
5/8/00
8/3/00
1/17/01
MW-19 2/13/96
(DL) 2/13/96
S/2/96
(DL) 5/2/96
7/31/96
11/6/96
2/5197
S/12/97
8/6/97
11/12/97
2/5/98
5/6/98
817~8
l 1/3/98
2/10/99
5/13/99
8/5/99
11/2/99
2/J 7/00
5/8/00
8/3/00
J/18/01
Remed1auon Performance Standard
NA= Not Analyzed
-
Total Xylenes
(ug/L)
<3.0
<3.0
<J.O
<3.0
<3.0
<3.0
<3,0
<J.O
<JO
<3.0
<J.O
<J.O
<J.O
<JO
<3.0
<J.O
<J.0
<J.O
<J.O
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<J.O
<75
<15
<J.0
<15
<15
<J.O
<15
<15
<6.0
<15
<15
<15
<15
<6.0
<6.0
<15
400
--
Acetone Chromium
{ug/L) (ug/L)
<IO <JO
<JO <JO
<JO <JO
<JO <JO
<JO <JO
<JO <JO
<JO 18
<JO 16.6
<JO <JO
<JO <JO
<JO <JO
<JO <JO
<JO <JO
<JO <JO
<JO 16
<JO <JO
<JO 11
<JO 16
<JO 11
<JO 14
24°FJ2 210
<JO <JO
<JO 59
<JO <JO
<JO 18
<JOO 240
<250 520
<50 <JO
<JO 37
<50 5!.2
<50 23
<JO 29
<50 18
<50 <JO
<20 18
<50 JJ
<50 160
<50 180
<50 120
<20 2000
<50 2400
<50 1900
3500 so
- - -
Table 5 (Continued)
Groundwater Quality Summary
Macon/Dockery Site
Richmond County North Carolina
Buium Beryllium Manganese Nickel Vanadium
(ug/L) (ug/L) (ug/L) {ug/L) (ug/L)
160 <5.0 " <40 <50
93 <S.O JJ <40 <50
120 <5.0 35 <40 <50
90 <5.0 JO <40 <50
98 <5.0 18 <40 <50
86 <5.0 9.7 <40 <50
220 <5.0 130 <40 <50
120 <5.0 34.6 <40 <50
99 <5.0 14 <40 <50
98 <5.0 14 <40 <50
120 <5.0 JI <40 <50
110 <5.0 17 <40 <50
JOO <5.0 JJ <40 <50
99 <5,0 JO <40 <50
220 <5.0 JOO <40 <50
170 <5.0 66 <40 <50
120 <5.0 22 <40 <50
\JO <5.0 28 <40 <50
230 <5.0 93 <40 <50
200 <5.0 78 <40 <50
170 <5.0 3900 87 <50
<JO <5.0 <S.O <40 <50
170 <5.0 3100 41 <50
<JO <S.O <5,0 <40 <50
120 <5.0 2900 78 <50
\JO <5.0 2500 150 <50
120 <50 2800 91 <50
94 <5.0 2600 <40 <50
\JO <S.0 2600 <40 <50
147 <5.0 2600 46.5 <50
90 <S.0 2200 <40 <50
97 <5.0 1800 <40 <50
170 <5 0 3400 44 <50
\JO <5.0 2300 <40 <50
I JO <5.0 1700 <40 <50
89 <5,0 1400 <40 <50
200 <5.0 1800 97 51
230 <5.0 1700 \JO 69
150 <S.O 1400 71 <50
220 <5.0 1600 150 83
360 <5.0 2100 270 160
330 <5.0 2000 260 '130
1000 so JOO 50
- - - - ----
Zinc Cadmium L~d Mercury Cyanide Suspended Solids
(ug/L) (ug/L) (ug/L) (ug/L) (mg/L) (mg/L)
30 <0.30 3.2 NA <JO 400
23 <0.30 6.7 NA <JO 9
21 <0,30 <3.0 NA NA 32
<20 <0.30 <3.0 NA NA 8
26 <0.30 <3.0 NA NA 53
<20 <0.30 <J.O NA NA <5.0
45 <0,30 5.3 NA NA 500
20.7 <\ <J NA NA \JO
<20 <0.30 11 NA NA 64
<20 <0.30 <J NA NA JO
<20 <0.30 4.2 NA NA 60
22 <0.30 <J.O NA NA 21
24 <0,30 <3.0 NA NA <5.0
24 <0,30 <J.O NA NA <5.0
84 <0.30 4.8 NA NA 410
29 <0,30 <J.0 NA NA 290
<20 <0.30 <J.O NA NA 36
46 <0,30 <J.O NA NA 56
40 <0.30 4.0 NA NA 920
34 <OJO 4A NA NA 480
<20 <0,30 <3.0 0.51 <JO 53
<20 <0,30 <3.0 <0.20 <JO <S.0
<20 <0.30 <3.0 0.22 <JO 47
<20 <0.30 <J.O <0.20 <JO <S.O
<20 <0,30 <J.0 <0.20 NA 23
<20 <0.30 <J 0 <0.20 NA 39
24 <0.30 <3.0 <0.20 NA JI
<20 <0.30 <J 0 0.12 NA 13
<20 <0.30 <3.0 <0.20 NA 75
26.2 <1.0 <3.0 ..:0.20 NA 120
<20 <0.30 <J.O <0.20 NA 21
<20 <0.30 <3.0 <0.20 NA 52
JI <0.30 <3,0 <0.20 NA 15
25 <O.JO <J.O <0.20 NA 7
43 <0.30 <3.0 <0.20 NA 14
<20 0.30 <3.0 <0.20 NA JO
JO <0.30 8.8 O.J2 NA 390
37 <0.30 4.8 0.25 NA 660
<20 <0.30 <J.O <0,20 NA 400
44 <0.30 <3.0 <0.20 NA 520
96 0.85 9.2 0.81 NA 1300
80 0.66 9.4 0.35 NA !300
5000 LI 154
-- ----
Well Dare Chlorofonn 1.1 -Dich!oroethanc
Number (ug/L) (ug/L)
Upper Macon
MW-21 2/14/96 <J.O 3.1
512196 <1.0 2.1
7/30/96 <1.0 <LO
lln/96 <l.O 15
2/4/97 <!.O 1.8
5/12197 <1.0 1.3
8/6/97 <LO LI
11/11/97 <l.O 1.4
216/98 <1.0 <1.0
S/5/98 <l.O 14
8/6/98 <!.O <1.0
I !/3/98 <1.0 <1.0
2/Jl/99 <1.0 1.2
5/12/99 <J.0 <1.0
~6/99 <LO <1.0
11/3/99 <1.0 LI
2/17/00 <1.0 <1.0
519100 <1.0 l.J
812/00 <IO 1.4
1/18/01 <J.0 15
MW2l 2/15/96 <1.0 39
5/3/96 <1.0 28
(DUP) 5/3196 <1.0 2.8
7/30/96 <1.0 3.1
11/6196 <1.0 43
2/4/97 <1.0 6.9
5/12/97 <LO 8.9
8/6/97 <1.0 7.3
I !/11/97 <1.0 8.1
2/5/98 <1.0 9.5
5/5/98 <1.0 10
8/6/98 <l.O 9.1
11/4/98 <IO IS
2/10/99 <l.O 14
S/13/99 <1.0 23
815199 <LO 18
111)/99 <l.O IS
2/17/00 <l.O 22
5/8/00 <1.0 24
8/2/00 <l.O 18
1/18/01 <!.O 16
Remed1auon Performance Standard 3500
NA"' Not Analyzed DL "'Dilution
-- - - - -
Table 5
Groundwater Quality Summary
.Macon/ Dockery Site
Richmond County North Carolina ' I, I -Dichloroethene Cis/trans-1,2-Dichlomethene Methylene chloride T etrachloroethene
(ug/L) (ug/L) (ug/L) (ug/L)
<J.0 <LO <2.0 1.2
<LO <1.0 <2.0 <1.0
<1.0 1.2 <20 <!.O
<1.0 <1.0 <2.0 <1.0
<1.0 <l.O <2,0 <1.0
<1.0 <l.O <2,0 <1.0
<1.0 <1.0 <2.0 <1.0
<1.0 <1.0 <2.0 <l.0
<1.0 <1.0 <2.0 <1.0
<1.0 I <2.0 <1,0
<LO <1.0 <20 <1.0
<J.O <1.0 <2.0 <1.0
<IO <1.0 <20 <1.0
<1.0 <1.0 <2.0 <1.0
<J.0 <LO <2.0 <1.0
<1.0 I.I <2.0 <1.0
<LO 1.9 <20 <1.0
<1.0 1.9 <2,0 <J.0
<1.0 1.7 <20 <1.0
<1.0 1.4 <2.0 <1.0
<1.0 5.1 <2.0 <1.0
<1.0 3.8 <2.0 <1.0
<1.0 4.8 <2.0 1.8
<1.0 6.3 <20 <1.0
<1.0 4.9 <2.0 1.2
1.6 8.2 <2.0 2.7
3.4 10 <20 3.8
1.7 7.9 <2.0 2.3
3 8.1 <20 3.4
2.1 II <20 2.6
1.6 72 <2.0 3.4
<1.0 6.1 <20 1.2
LI 5.4 <2.0 1.4
lJ 7.5 <20 2.1
I.I II <2.0 2.1
<1.0 6.9 <2.0 1.2
I.I 7.6 <2 0 1.6
1.2 5.7 <2.0 1.6
I.I 7.3 <2.0 1.9
<1.0 5.3 <2.0 1.6
15 5.4 <2.0 1.8
70
OUP duplicak:
- -- - - --
I, I, I-Trichloroethane Trichloroethylcnc Vinyl chloride Benzene Toluene
(ug/L) (ug/L) (ug/L) (ug/L) (ug/L)
<1.0 64 <1.0 <!.0 <1.0
<1.0 <1.0 <1.0 <1.0 <LO
<1.0 S.J <1.0 <1.0 <LO
<1.0 <1.0 <1.0 <1.0 14
<1.0 7.1 <1.0 <1,0 <1.0
<1.0 7.7 <!.0 <1.0 <1.0
<1.0 64 <LO <1.0 <1.0
<LO 7 <1.0 <1.0 <IO
<1.0 5.7 <1.0 <1.0 <J.O
<1.0 6 <LO <1.0 <1.0
<l.O 10 <1.0 <1.0 <1.0
<1.0 8.7 <1.0 <LO <1.0
<1,0 7.6 <l.O <1.0 <1.0
<1.0 9.3 <1.0 <1.0 <1.0
<1.0 6.9 <1.0 <1.0 <1.0
<J.0 7.5 <i.O <1.0 <1.0
<1.0 7.2 <1.0 <1.0 <].0
<1.0 8.5 <1.0 <].0 <1.0
<LO 8.9 <1.0 <1.0 <1.0
<LO 96 <1.0 <IO <1.0
<1.0 24 <1.0 <1.0 <LO
<1.0 II <1.0 <1.0 <1.0
<1.0 IS <1.0 <1.0 <1.0
<1.0 20 <1.0 <1.0 <1.0
<1.0 12 <1.0 <1.0 I
I 16 <1.0 <l.O <IO
<l.O 19 <1.0 <1.0 <1.0
<LO 14 <!.O <1.0 <1.0
<l.O IS <1.0 <1.0 <l.O
LI 16 <1.0 <1.0 <!.O
1.8 12 <LO <1.0 <l.O
I.I IS <LO <1.0 <LO
14 I) <1.0 <1.0 <1.0
l.J 10 <1.0 <1.0 <1.0
2.1 12 <1.0 <1.0 <1.0
1.7 7.2 <1.0 <1,0 <1.0
14 7.2 <1.0 <1.0 <].0
LB 6.3 <1.0 <1.0 <1.0
1.7 7.3 <1.0 <IO <1.0
LI 6.7 <1.0 <1.0 <1.0
I.I 6.5 <1.0 <1.0 <LO
200 2.8 1000
--- --
Well Date
Number
Upper Macon
MW-21 2/14/96
5/2/96
7130/96
lln/96
214191
S/12197
B/6197
11/11/97
2/6/98
5/5/98
816/98
11/3/98
2/11/99
5112199
8/6/99
l 1/3/99
2117/00
S/9/00
~2/00
!/]8/0]
MW2l 2115/96
5/3/96
(DUP) S/3/96
7/30/96
11/6/96
2/4/97
S/12/97
8/6/97
11/11/97
2/5/98
5/5/98
8/6/98
l l/4/98
2/10/99
5113199
8/5/99
11/3/99
2/17/00
5/a/00
8/2/00
l/18/01
Remed1auon Performance Standard
NA= Not Analyzed
-
Total Xylenes
(ug/L)
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<30
<3.0
<3.0
<] 0
<] 0
<3,0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<] 0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<] 0
<3.0
<] 0
<3.0
<3.0
<3.0
<30
<3.0
<30
<] 0
<3.0
<J.O
<] 0
<] 0
<] 0
<] 0
400
- -
'
Aa:tone Chromium
(ug/L) (ug/L)
<JO <10
<JO <JO
<IO <JO
<10 <JO
<JO <JO
<IO <10
<IO <JO
<IO <10
<JO <IO
<10 <IO
<10 <IO
<10 <10
<10 <10
<IQ <10
<10 <10
<10 <10
<10 <10
<10 <10
<10 <IQ
<10 <IQ
20 49
<10 29
<10 <10
<20 <10
<10 <IQ
<10 <10
<10 <IQ
<10 <10
<IQ <IQ
<IQ <10
<10 <10
<10 <10
<10 <10
<10 <10
<10 15
<l.O 21
<IQ 12
<IQ <10
<IQ <10
<10 19
<10 <10
)500 50
- - -
Table 5 (Continued)
Groundwater Quality Summary
Macon/Dockery Site
Richmond County North Carolina ' Barium Beryllium Manganese Nickel Vanadium
(ug/L) (ug/L) (ug/L) (ug/L) (ug/L)
<50 <5.0 63 <40 <50
<50 <5.0 <5.0 <40 <50
<50 <S.O <5.0 <40 <50
<50 <5.0 8.3 <40 <50
<JO <5,0 <S.O <40 <50
<50 <S.O <5.0 <40 <50
<50 <5.0 <5.0 <40 <50
<50 <S.O <5.0 <40 <50
<50 <5.0 <5.0 <40 <50
<50 <5.0 <5,0 <40 <50
<50 <5 0 <5.0 <40 <50
<50 <S.O <5.0 <40 <50
<50 <5.0 <5.0 <40 <50
<50 <5.0 <5.0 <40 <50
<50 <5.0 <5.0 <40 <50
<50 <5.0 <S.O <40 <50
<50 <5.0 <5.0 <40 <50
<50 <5.0 <5.0 <40 <50
<50 <5.0 <5,0 <40 <50
<50 <5 0 <5.0 <40 <50
230 5.3 1200 <40 120
170 <5.0 900 <40 87
<50 <5.0 <5.0 <40 <50
<50 <S.O 79 <40 <50
<50 <5.0 49 <40 <50
<10 <5.0 52 <40 <50
<50 <S.O 41 <40 <50
<50 <5.0 82 <40 <50
<50 <5.0 4\.1 <40 <50
<50 <5.0 )I <40 <50
<50 <S.O 36 <40 <50
<50 <5.0 39 <40 <50
<50 <5 0 130 <40 <50
<50 <5.0 60 <40 <50
54 <5.0 470 56 <50
84 <5.0 650 68 <50
<50 <S.O 260 <40 <50
<50 <5.0 71 <40 <50
<50 <S.O 190 <40 <50
51 <5.0 200 <40 <50
<50 <5.0 57 <40 <so
1000 50 100 50
- - ---- - -
Zinc Cadmium L~d Mercury Cyanide Suspended Solids
(ug/L) {ug/L) (ug/L) (ug/L) (mg/L) (mg.IL)
<20 <O 30 <3.0 NA <10 9
<20 <0.30 20 NA <JO 9
<20 <0,)0 <3.0 NA NA <5.0
<20 <0.30 <).0 NA NA II
<20 <0.30 <3.0 NA NA <5.0
<20 <0.30 <3.0 NA NA <S.O
<20 <0.30 <] 0 NA NA <5.0
<20 <1.0 <3.0 NA NA <5.0
<20 <0.30 <J.0 NA NA <5,0
<20 <0.30 <J.O NA NA <5.0
<20 <0.30 <3.0 NA NA <5.0
<20 <0.30 <J.O NA NA <5.0
<20 <0.30 <3.0 NA NA <5.0
<20 <0.30 3.3 NA NA <5.0
<20 <0.30 <3.0 NA NA <5.0
<20 <0.30 <3.0 NA NA <5.0
<20 <0.30 <3.0 NA NA <5.0
<20 <0.30 <3.0 NA NA <5.0
<20 <0,30 <3.0 NA NA <5.0
<20 <O JO <3.0 NA NA <5.0
260 <O 30 28 0.22 <10 1400
150 <0.30 21 <0.20 <10 340
<20 <0.30 <3.0 <0.20 <10 <5.0
35 <0.30 3.5 <0.20 NA 38
<20 <0.30 <3.0 <0,20 NA 20
<10 <O.JO <3.0 <0.20 NA 15
<20 <0.30 <3.0 0,08 NA 140
<20 47 470 <0.20 NA 19
<20 <LO <3.0 NA NA 12
<20 <0,30 <3.0 <0.20 NA <5.0
<20 <0.30 <3.0 <0,20 NA 9
<20 <0.30 <3.0 <0.20 NA 9
41 <0.30 <3.0 <0,20 NA 36
<20 <0.30 <] 0 <0.20 NA 15
52 <0.30 <3,0 <020 NA 110
74 <0.30 62 <0.20 NA 110
47 <0.30 3.6 <0.20 NA 91
<20 <0.30 <3.0 <0.20 NA 18
25 <0.30 <30 <0.20 NA 34
64 <0.30 4.0 <0.20 NA 130
<20 <0.30 <JO <0.20 NA 27
5000 15 I.I 154
-- - - -
Well Date Chloroform
Number (ug/L)
Lower Macon
MW 13 2/14/96 <1.0
(DL) 2/14/96 <l.O
5/2196 <1.0
7/30/96 <2,0
1116/96 LS
2/4197 <1.0
5/1'}}97 <2.0
8/6/97 <2.0
ll/11/97 <S
215198 <1,0
5/6198 <2.0
sn/9& <1.0
I 1/4/98 <1.0
2/10/99 <1.0
5/13/99 <1.0
8/5199 <1.0
I I/3/99 <1.0
2/16/00 <1.0
5/8/00 <LO
8/2/00 <l.O
1/17/0l <l.O
M\V22 Z/14/96 <l.O
5121% <l.O
7130/96 <l.O
11/6/96 <1.0
2/4/97 <1.0
5/12/97 <1.0
817/97 <1.0
! 1/11/97 <1.0
Z/5198 <1.0
5/6/98 <1.0
Y6/98 <!.O
I 1/4/98 <J.O
2/10/99 <1.0
5/13/99 <l.O
8/5/99 <1.0
I 113/99 <l.O
2/16/00 <l.O
518/00 <1.0
8/2/00 <l.O
1/17/0l <1.0
Remed1auon Performance Standard
NA= Not Analyzed DL = Dilution
- - - - ---
Table 5
Groundwater Quality Summary
Macon/ Dockery Site
Richmond County North Carolina
I, I -Dichloroethane \, I -Dichloroethene Cis/trans-1,2-Dichloroethene Methylene chloride Tetrachloroethene
(ug/L)
so
76
63
88
66
71
99
61
62
67
lS
39
24
23
29
IS
11
8.5
6.4
4.0
18
5.5
J.6
2.2
J.I
4.1
4.4
5.5
8.6
94
8.8
7.J
4.7
4
J.8
2.9
4
5.6
14
13
14
3500
DUP duplicate
(ug/L)
25
20
IS
24
17
12
29
4.2
<S
11
14
12
6.8
J.7
6.4
2.6
1.7
1.2
1.0
<i.O
<1.0
6.3
53
44
J.4
5.6
6.5
4.2
6.2
4.2
4.4
LJ
<1.0
<l.O
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
J.0
(ug/L) (ug/L) (ug/L)
4.9 <2.0 2.7
4.9 <2.0 <l.O
<J.O <2.0 \3
4 <4.0 <20
2.3 <2.0 <1.0
3.3 <2.0 1.2
22 <4.0 <2.0
<2.0 <4.0 <20
<5 <JO <S
1.6 <2.0 <LO
<2.0 <4.0 <2.0
<i.0 <2,0 <LO
<1.0 <2.0 <1.0
<1.0 <2,0 <1.0
<LO <2.0 <1.0
<1.0 <2,0 <l.O
<1.0 <2.0 <1.0
<LO <20 <1.0
<1.0 <2,0 <1.0
<i.O <2.0 <l.O
<1.0 <2.0 <1,0
1.4 <2.0 <l.O
<1.0 <2.0 14
LS <2.0 <1.0
<1.0 <2.0 <1.0
<l.O <2.0 <1.0
<LO <2.0 <1.0
LI <2.0 <1.0
2.5 <2.0 <l.0
2 <2.0 <1,0
J.\ <2.0 17
J.I <2.0 <1.0
18 <2.0 <1.0
1.7 <2.0 <l.O
2.4 <2.0 <l.O
2.2 <2.0 <LO
26 <2.0 <1.0
2.6 <20 <1.0
26 <2.0 <1.0
1.7 <2.0 <1.0
1.2 <2.0 <1.0
70
- - - - - - -
\, I, I-Trichloroethane Trichloroethylene Vinyl chloride Benzene Toluene
(ug/L) (ug/L) (ug/L) (ug/1..) (ug/L)
9\E 14 <1.0 12 <1.0
85 12 <1.0 <LO <1.0
47 <2.0 180 <1.0 <1.0
67 5.2 <2.0 2.5 <.!O
48 4.8 <1.0 14 <\,0
so 5.4 <1.0 1.2 <1.0
"' 6.8 <2.0 <2.0 <2.0
40 <2.0 <20 <2.0 <2.0
lS <5 <5 <S <S
49 J.6 <1.0 <1.0 <1.0
38 " <2.0 <2.0 <2.0
40 S.J <1.0 I <1.0
25 2.2 <1.0 <1.0 <1.0
22 2.5 <1.0 <1.0 <1.0
JS 2.2 <1.0 <1.0 <1.0
17 <1.0 <!.O <1.0 <1.0
12 <1.0 <LO <1.0 <1.0
9.4 <1.0 <LO <J.O <l.O
7.5 <1.0 <l.O <1.0 <l.O
S.1 <1.0 <!.O <l.O <l.O
J.\ <1.0 <1.0 <1.0 <l.O
J.2 3.1 <2.0 <2,0 <2.0
17 2.5 <2.0 <2.0 <20
18 2.3 <1.0 <l,O <1.0
19 34 <l.O <1.0 <JO
2.7 4.J <1.0 <l.0 <1.0
2.9 4.7 <l.O <1.0 <1.0
2.8 31 <1.0 <1.0 <1.0
3 4.4 <10 <l.O <JO
2.6 2.8 <1.0 <JO <1.0
2.4 4.3 <l.O <!.0 <JO
LS J.9 <1.0 <1.0 <LO
<l.0 22 <1.0 <!.O <l.O
<1.0 2.4 <1.0 <1.0 <1.0
<1.0 2.9 <1.0 <l.O <1.0
<1.0 2.J <1.0 <1.0 <1.0
<1.0 2.9 <l.O <J.O <1.0
<LO 24 <1.0 <1.0 <!.O
LJ 2.8 <l.O <1.0 <l.O
1.4 22 <1.0 <l.O <1.0
2.0 16 <1.0 <1.0 <1.0
200 2.8 1000
-- - - - - - -
Well Date Total Xylenes Acetone Chromium
Number (ug/L) (ug/L) (uglL)
Lov,,er Macon
MW 13 2/14/96 <3.0 <10 27
(DL) Z/14/96 <J.O <10 <10
5/2196 <3,0 <IO 20
7/30/96 <60 <10 27
l l/6/96 <3.0 <10 16
2/4/97 <3.0 <10 14
5/12/97 <60 <20 14
~6/97 <6.0 <20 15
11/11/97 <15 <50 11.9
2/5/98 <3.0 <10 II
S/6/98 <6.0 <20 <10
817/98 <3.0 <10 <10
11/4/98 <3.0 <10 18
2/10/99 <3.0 <10 27
5/13/99 <3.0 <10 25
8/5/99 <3.0 <10 36
11/3/99 <3.0 <10 56
2/16/00 <3.0 <10 20
5/8/00 <3.0 <10 JO
8/2/00 <3.0 <10 17
1/17/01 <3.0 <10 13
MW22 2/14/96 <6.0 <20 ,1
5121% <6.0 <20 1l
7fJ0/96 <3.0 <JO 1l
J 1/6/96 <3.0 <10 <10
2/4197 <3.0 <10 11
5/12/97 <3.0 <10 17
8nf91 <3.0 <10 <JO
11/J 1/97 <3.0 <10 <10
2/5198 <3.0 <10 11
5/6/98 <3.0 <10 15
8/6/98 <3.0 <JO 13
J 1/4/98 <3.0 <10 <10
2/10/99 <3.0 <10 11
5113/99 <3.0 <10 11
8/5199 <3.0 <10 <10
J J/3/99 <3.0 <10 11
2/16/00 <).0 <10 <10
5/8/00 <3.0 <JO 19
812/00 <3.0 <10 30
1/17/01 <3.0 <10 <10
Remechatlon Performance Standard ,oo 3,00 50
NA"' Not Analyzed DL-Diluti
---
Table 5 (Continued)
Groundwater Quality Summary
Macon/Dockery Site
Richmond County North Carolina ' Barium Beryllium Manganese Nickel Vanadium
{ug/L} (ug/L) (ug/L) (ug/L) (ug/L)
550 <5.0 870 «o 65
<50 <5.0 <S.O «o <50
780 <5.0 1000 <40 79
960 5.5 1500 <40 110
520 <5,0 760 «o 60
570 <S.O 850 «o 58
280 <S.O 320 <AO <50
560 <S.O 760 <AO 60
356 <5 0 440 <AO <50
310 <5.0 390 <AO <50
140 <5.0 130 <,O <50
170 <5.0 150 <AO <50
360 <5.0 ,10 <AO <50
860 <5.0 1300 «o 100
590 <5.0 800 <AO 60
1000 6.6 1,00 <40 130
600 <5,0 750 43 58
340 <S.O ,oo <40 <50
450 <5.0 560 «o <50
530 <5.0 660 <AO <50
520 <5.0 580 <40 <50
270 <5 0 2200 <40 160
110 <5.0 780 <AO 52
73 <5.0 650 <40 <50
<50 <5.0 270 <AO <50
93 <5.0 760 <AO <50
67 <5.0 480 <AO <50
71 <5.0 520 <40 <50
<50 <5.0 245 <AO <50
79 <5.0 630 <40 <50
100 <5.0 770 <AO <50
82 <5.0 650 <40 <50
<50 <5.0 310 <AO <50
83 <5.0 610 <40 <50 .. <5.0 460 <40 <50
73 <5.0 480 <40 <50
75 <5.0 520 <AO <50
<50 <5,0 240 <40 <50
120 <5.0 940 <AO 62
200 <5.0 !700 <AO 120
60 <5.0 410 «o <50
1000 50 JOO 50
- --- - - --
Zinc Cadmium Lead M=ct Cyanide Suspended Solids
(ug/L) (ug/L) (ug/L) (ug/L) (mg.IL) (mg/L)
120 <0,30 17 1.7 <10 910
<20 <0.30 <3.0 <0.20 <10 <5,0
160 <0.30 20 1.4 <10 2100
260 0.31 )) 0.53 NA 2000
110 <O 30 1l <0.20 NA 730
130 <0.30 16 0.42 NA 870
52 <0,30 62 0.53 NA 400
140 <0.30 8.7 0.31 NA 1200
93 <1.0 5.5 <0.20 NA 84
82 <0.30 7 3 0.37 NA 150
46 <O 30 <3.0 <0.20 NA 17
62 <O 30 <3.0 0.22 NA 17
ll0 <0.30 7.1 0.30 NA '20
260 <0.30 27 <0.20 NA 1500
180 0,39 16 0.50 NA 6<0
260 <0.30 28 0.25 NA 1600
560 <0,30 14 0.47 NA 780
84 <0.30 <3.0 0.22 NA 260
1)0 <O 30 7.8 0.36 NA 460
100 <0,30 11.0 0.22 NA 690
83 <0.30 8.1 0.43 NA 1900
260 <O 30 39 NA <10 800
96 <0,30 15 NA <10 230
96 <0.30 15 NA NA 260
39 <O 30 43 NA NA 170
93 <0,30 12 NA NA 260
67 <0.30 9.3 NA NA 300
60 <0.30 7.6 NA NA 2'0
37.7 <LO <).O •NA NA !JO
65 <0.3 10 NA NA JJO
82 <0.3 10 NA NA 290
66 <0.30 10 NA NA 210
37 <0.30 <3.0 NA NA 120
6l <0.30 7.1 NA NA 340
48 <0.30 8.0 NA NA 180
54 <0.30 8.1 NA NA 280
57 <0.30 7.4 NA NA 310
<20 <0.30 <3.0 NA NA 92
100 <0.30 13.0 NA NA 500
180 <0.30 24,0 NA NA 980
66 <0.30 4.5 NA NA 260
5000 15 154
I
I
I
I
!Sample lc::J :Loclllion
VE-01 2/2U96
6/S/96
7/1/96
11/8/96
I 6/23/97
11/13/97
6/19/98
11/4/98
I S/13/99
11/3/99
5/8/00
OW-l 2/22/96
I 615196
7/1/96
11/8/96
6/23/97
11113/97
I 6/19/98
11/4/98
5/13/99
11/3/99
5/8/00
I OW-3 2/22/96
6/5/96
7/1/96
I 11/8/96
6/23/97
11/13/97
6/19/98
11/4/98
I S/13/99
11/3/99
5/8/00
OW-5 2/221%
I 6/5/96
11/8/96
6!23/97
I 1/13/97
6/19/98
I 11/4/98
5/13/99
11/3/99
5/8/00
I SVE Exhaust 2/14/96
2/15/96
2/16/96
,al%
I 6/5/96
7/1/96
8/1/96
2/5/97
6123/97
I 8(//97
11/13/97
2/6/98
517198
Sn/98
I 11/4/98
2/] 1/99
S/13/99
8/5/99
I 11/3/99
S/8/00
813/00
I
Table 6 (Page I of 3)
Air Quality Summary
Macon/Dockery Site
Richmond County Norlh Carolina ' Chloroform 1,2-Dich \oroethene
m2/m3 me/ml
<IO <IO
<IO <IO
<IO <IO
<IO <IO
<10 <IO
<2.0 2.3
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<1.0 <1.0
<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 80
<IO <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 <LO
<IO 380
<IO <IO
<10 <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 <IO
<IO <IO
<IO <IO
<IO <IO
<IO <IO
<IO <IO
<IO <IO
<IO <10
<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
<1.0 <1.0
Trichloroethene Toluene
m1>/mJ maim]
<IO <IO
<IO <IO
<10 <IO
<IO <10
<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 <IO
<IO <IO
<IO <10
<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
<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 <LO
<IO <10
<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 45
<IO 43
<IO 73
<IO <IO
<IO <IO
<IO <IO
<10 <IO
<10 <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
<LO 1.2
<1.0 <1.0
I
I
I
I Sample Date
Location
SVE Inlet Line 6/5/96
7/1/96
I Unner Docke~ Air Stack 2/16/96
4/3/96
6/5/96
7/1/96
I 8/1/96
11/8/96
2/5/97
5112/97
Bn/97
I 11/13/97
'})6/98
sn/98
817/98
I
11/4/98
2/11/99
5/13/99
8/5199
11/J/99
I 5/9/00
8/3/00
1/18/01
Lower Dix:kcrv Air Stack 413/96
I 8/1/96
11/8/96
5/12/97
11113/97
2/6/98
I sn/9&
sn/98
11/4/98
2/11/99
5/13/99
I 8/5/99
11/3/99
5/9/00
8/3/00
I 1/00/01
Macon Source Air Stack 2/16/96
4/J/96
5/3/96
I 6/5/96
7/1/96
8/1/96
11/8/96
115191
I 5/12/97
snm
11/13/97
2/6/98 snm,
I 8/7198
11/4/98
2/11/99
5/13/99
I 8/5/99
I J/J/99
2/17/00
5/8/00
8/2/00
I 1/18/01
I
Table 6 (Page 2 of3)
Air Quality Summary
Macon/Dockery Site
Richmond Countv, Norlh Carolina
Chloroform 1,2-Dich loroethene
m1>lmJ mttfmJ
57 <IO
<IO <10
<IO <10
<10 <IO
<10 <IO
<IO <IO
<10 <IO
<IO <10
<IO <10
<IO <10
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<1.0 <1.0
<1.0 <LO
<1.0 <1.0
<IO <10
<10 <IO
<10 <10
<10 <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
<LO <1.0
<LO <1.0
***Not Samnled
<10 <IO
<10 <IO
<10 <IO
50 <10
<IO <IO
<10 <10
<IO <10
<IO <IO
<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
<1.0 <1.0
<1.0 <1.0
Trichloroethene Toluene
m1•/mJ mir/mJ
<IO <IO
<10 <10
<IO <IO
<10 <10
<10 <IO
<10 <10
<IO <10
<IO <10
<IO <10
<IO <10
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <20
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<10 <IO
<IO <IO
<10 <10
<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
<1.0 <LO
<1.0 <LO
Sv,tem Down•••
<IO <IO
<IO <IO
<IO <10
<IO <IO
<IO <IO
<IO <IO
<10 <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
<2.0 <2.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
I
I
I
I
I Sample Date
Location
I 11/L Macon Air Stack 2/16/96
5/3/96
6/5/96
7/1/96
I 8/1/96
11/8/96
2/5/97
5/12/97
8/7/97 I 11/13/97
2/6/98
5n/98
8n/98
I 11/4/98
2/11/99
5/13/99
8/5/99
I 11/3/99
2/17/00
5/8/00
8/2/00
I 1/00/00
Property Line 2/16/96
4/3/96
I 5/3/96
6/5/96
7/1/96
8/1/96
I 11/8/96
215/97
5/12/97
8/7/97
I 11/13/97
2/6/98
5/7/98
817/98
I 11/4/98
2111/99
5/13/99
8/5/99
11/3/99 I 2117/00
5/8/00
8/3/00
1/18/01
I
I
I
Table 6 (Page 3 of3)
Air Quality Summary
Macon/Dockery Site
Richmond County, North Carolina
Chloroform l,2•Dichloroethene
mg/m3 mg/m3
<10 <10
<10 <10
<10 <10
850 <10
<IO <10
<IO <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
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
u•Not Samnled
<10 <10
<10 <10
<10 <10
<10 <10
<10 <10
<10 <10
<10 <10
<10 <10
<JO <10
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<1.0 <1.0
Trichloroethene Toluene
mg/m3 mg/m3
<10 <10
<IO <10
<IO <JO
29 <10
<IO <ID
<10 <10
<10 <10
<10 <ID
<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 <J.0
<1.0 <1.0
System Down•••
<10 <10
<10 <10
<10 <10
<10 <10
<10 <10
<10 <10
<10 <10
<10 <10
<10 <10
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<20 <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**
<1.0 <1.0 <1.0 7 <1.0
7
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
~
Well
Number
Upper
Dockery
MW 15'
MWl5A
Date
2/12/96
2/14/96
2/15/96
2/23/96
2/28/96
5/2/96
6/5/96
7/1/96
7/31/96
11/8/96
2/5/97
5/12/97
8/5/97
11/12/97
2/4/98
5/5/98
8/5/98
11/3/98
2/10/99
5/12/99
8/5/99
11/2/99
2/16/00
5/8/00
8/3/00
1/18/01
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/l0/99
5/12/99
8/5/99
11/2/99
2/16/00
5/8/00
8/3/00
1/18/01
Surveyed
Casing
Elevation (ft)
257.IO
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
46.12 210.98
40.91 216.19
40.78 216.32
42.85 214.25
43.28 213.82
34.77 222.52
36.02 221.27
35.96 221.33
36.89 220.40
38.20 219.09
36.16 221.13
35.53 221. 76
35.33 221.96
36.88 220.41
40.04 217.25
31.91 225.38
31.97 225.32
38.55 218.74
41.61 215.68
40.53 216.76
42.32 214.97
43.03 214.26
43.15 214.14
38.30 218.99
38.63 218.66
40.85 216.44
41.05 216.24
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
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
5/12/99
8/5/99
11/2/99
2/16/00
5/8/00
8/3/00
1/18/01
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/I0/99
5/12/99
8/5/99
11/2/99
2/16/00
5/8/00
8/3/00
1/18/01
Surveyed
Casing
Elevation (ft)
242.54
265.15
Depth to Corrected
Groundwater Groundwater
(ft) Elevation (ft)
30.99 211.55
32.80 209.74
33.62 208.92
34.40 208.14
32.30 210.24
34.02 208.52
36.50 206.04
37.96 204.58
35.13 207.41
34.03 208.51
33.90 208.64
37.84 204.70
30.26 212.28
36.90 205.64
42.56 199.98
46.49 196.05
45.18 197.36
46.27 196.27
43.52 199.02
45.67 196.87
37.65 204.89
37.72 204.82
40.21 202.33
37.26 205.28
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
30.29 234.86
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
MW25'
UD-1
Date
2/12/96
2/14/96
2/15/96
2/23/96
2/28/96
5/2/96
6/5/96
7/1/96
7/31/96
11/8/96
2/5/97
5/13/97
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
1/18/01
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
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
1/18/01
Surveyed
Casing
Elevation (ft)
227.33
251.50
Depth to Corrected
Groundwater Groundwater
(fl) Elevation (ft)
26.90 200.43
26.79 200.54
26.83 200.50
27.80 199.53
26.09 201.24
25.43 201.90
25.55 201.78
26.26 201.07
27.38 199.95
26.29 201.04
25.27 202.06
23.77 203.56
26.30 201.03
25.52 201.81
25.46 201.87
21.28 206.05
28.37 198.96
28.80 198.53
28.82 198.51
28.24 199.09
30.77 196.56
32.24 195.09
29.93 197.40
27.62 199.71
31.85 195.48
32.02 195.31
81.78 169.72
43.30 208.20
83.70 167.80
79.02 172.48
81.92 169.58
82.36 169.14
38.02 213.48
41.01 2I0.49
33.76 217.74
35.31 216.19
78.03 173.47
74.20 177.30
74.22 177.28
52.29 199.21
75.77 175.73
73.43 178.07
41. I 8 210.32
72.93 178.57
76.60 174.90
78.24 173.26
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well Date
Number
UD-2
UD-3
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
5/5198
8/5/98
11/3/98
2/10/99
5/12/99
8/5199
11/2/99
2/16/00
5/8/00
8/3/00
1/18/01
615196
7/1/96
7/31/96
11/8/96
2/5/97
5113/97
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
1/18/01
Surveyed
Casing
Elevation (ft)
251.42
249.66
Depth to
Groundwater
(ft)
38.27
38.91
41.15
41.06
75.03
78.95
39.13
42.18
35.42
37.41
43.50
78.08
77.48
76.76
75.60
75.57
42.33
78.49
68.05
74.64
86.42
44.52
86.69
65.81
40.12
38.95
39.16
42.42
35.32
84.67
83.50
78.82
88.09
73.42
72.37
79.06
42.50
68.86
75.15
68.59
Corrected
Groundwater
Elevation (ft)
213.15
212.51
210.27
210.36
176.39
172.47
212.29
209.24
216.00
. 214.01
207.92
173.34
173.94
174.66
175.82
175.85
209.09
172.93
183.37
176.78
163.24
205.14
162,97
183'.85
209.54
210.71
210.50
207.24
214.34
164.99
166.16
170.84
161.57
176.24
177.29
170.60
207.16
180.80
174.51
181.07
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
~~
Well Date
Number
UD-4
UD-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
214/98
5/5/98
8/5/98
11/3/98
2/10/99
5/12/99
815199
I 1/2/99
2/16/00
5/8/00
8/3/00
1/18/01
615/96
7/1/96
7/31/96
I 1/8/96
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
1/18/01
Surveyed
Casing
Elevation (ft)
239.07
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
34.04 205.03
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
33.55 205.47
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
~~
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
1/18/01
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
1/18/01
Surveyed
Casing
Elevation (ft)
240.91
255.56
Depth to
Groundwater
(ft)
29.60
34.20
32.79
58.25
56.03
30.04
31.05
34.55
26.56
57.83
64.94
69.51
68.86
70.25
68.63
72.92
33.52
63.83
34.90
34.21
33.67
26.35
24.78
16.21
80.73
60.14
19.81
22.68
11.64
26.06
77.38
DRY
80.83
80.04
24.23
20.10
16.43
19.71
26.46
74.37
Corrected
Groundwater
Elevation (ft)
211.31
206.71
208.12
182.66
184.88
2I0.87
209.86
206.36
214.35
183.08
175.97
171.40
172.05
170.66
172.28
167.99
207.39
177.08
206.01
206.70
221.89
229.21
230.78
239.35
174.83
195.42
235.75
232.88
243.92
229.50
178.18
DRY
174.73
175.52
231.33
235.46
239.13
235.85
229.10
181.19
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I
I
Well
Number
UD-8
Lower
Dockery
MWl6
Date
615196
711196
7131196
11/8196
5/13197
815197
11/12197
214198
515198
815198
11/3198
2/10199
5112199
815199
1112199
2116100
518100
813/00
1/18101
2114196
2115196
2123196
512196
615196
711196
7131/96
1118196
215197
5113197
815197
11/12197
2/4198
515198
815198
1113198
2110199
5112199
815199
1112199
2116100
518100
813100
1/18101
Surveyed
Casing
Elevation (ft)
259.43
159.97
Depth to Corrected
Groundwater Groundwater
(ft) Elevation (ft)
34.43 225.00
40.21
37.50
34.24
33.61
35.27
39.24
29.12
30.46
39.37
62.26
67.61
73.95
42.15
41.58
35.51
37.34
40.00
40.87
31.40
31.72
32.87
32.70
31.79
31.89
33.48
33.45
30.13
33.01
33.74
33.23
29.63
32.22
33.88
33.43
32.76
33.35
34.12
34.56
30.21
NIA
NIA
Dry
219.22
221.93
225.19
225.82
224.16
220.19
230.31
228.97
220.06
197.17
191.82
185.48
217.28
217.85
223.92
222.09
219.43
218.56
128.57
128.25
127.10
127.27
128.18
128.08
126.49
126.52
129.84
126.96
126.23
126.74
130.34
127.75
126.09
126.54
127.21
126.62
125.85
125.41
129.76
NIA
NIA
Dry
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I
I
~
Well Date
Number
MW24'
LD-1
2/14/96
2/15196
2/23/96
2/28/96
512/96
6/5196
7/1/96
8/1196
1118196
215/97
5/13/97
8/5/97
11112/97
2/4/98
515/98
8/5/98
1113198
2110199
5112199
815199
1112199
2116/00
518/00
8/3/00
1118/01
615196
7/1196
7131/96
11/8196
2/5197
5/13197
815197
11/12197
214198
515198
815198
11/3198
2110/99
5112199
815/99
1112199
2116100
5/8/00
8/3/00
1/18/01
Surveyed
Casing
Elevation (ft)
132.99
161.14
Depth to Corrected
Groundwater Groundwater
(fl) Elevation (ft)
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
6.03 126.96
32.71 128.43
33.52 127.62
46.27 114.87
56.64 104.50
31.13 130.01
56.46 !04.68
56.45 104.69
56.47 !04.67
30.48 130.66
55.3 !05.84
56.45 104.69
56.42 104.72
56.40 104.74
56.40 104.74
56.43 104.71
56.43 104.71
31.32 129.82
56.38 !04.76
N/A N/A
32.59 128.55
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I
I
I
~~
Well Date
Number
LD-2
LD-3
6/5/96
7/1/96
7/31/96
11/8/96
2/5/97
5113197
815/97
11/12197
214198
515198
815198
1113198
2110199
5112199
815199
1112199
2116100
518100
813100
1/1810 I
615196
711196
7131196
11/8196
215197
5113197
815197
11/12197
214198
515198
815198
1113198
2110199
5112199
815199
1112199
2/16100
518100
8/3100
1/18/01
Surveyed
Casing
Elevation (ft)
154.80
150.02
Depth to
Groundwater
(ft)
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
26.66
22.64
22.70
27.75
35.18
20.97
34.81
36.92
44.76
20.64
37.44
39.58
38.87
40.25
42.65
43.35
50.98
20.93
50.64
51.00
22.37
Corrected
Groundwater
Elevation (ft)
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
128.14
127.38
127.32
122.27
114.84
129.05
115.21
113.10
105.26
129.38
112.58
110.44
111.15
109.77
107.37
106.67
99.04
129.09
99.38
99.02
127.65
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I
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I
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I
I
I
I
I
I
I
I
I
I
I
Well
Number
LD-4
LD-5
Date
6/5/96
7/1/96
7/31/96
11/8/96
2/5/97
5/13/97
8/5/97
11/12/97
2/4/98
5/5/98
8/5/98
11/3/98
2/I0/99
5/12/99
8/5/99
11/2/99
2/16/00
5/8/00
8/3/00
1/18/01
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
1/18/01
Sun-eyed
Casing
Elevation (ft)
148.16
168.03
Depth to Corrected
Groundwater Groundwater
(ft) Elevation (ft)
20.67 127.49
20.83 127.33
24.50 123.66
29.59 118.57
18.96 129.20
29.08 119.08
30.04 118.12
32.79 115.37
18.50 129.66
29.36 118.80
31.11 117.05
30.63 117.53
31.09 117.07
31.92 116.24
32.77 115.39
36.77 111.39
19.37 128.79
35.31 112.85
36.74 111.42
20.40 127.76
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
29.85 138.18
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I
I
I
I
Well Date
Number
!Macon Source Area
MW2 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
11/3/98
2/10/99
5/12/99
8/5/99
11/2/99
2/16/00
5/8/00
8/3/00
1/18/01
MW2A 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
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
1/18/01
Surveyed
Casing
Elevation (ft)
231.39
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
41.19 190.20
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
35.73 195.10
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
41.44 189.39
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I
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I
I
I
I
I
I
I
I
I
'~
Well Date
Numher
MW3
MW5
2/12/96
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
11/3/98
2/l0/99
5/12/99
8/5/99
11/2/99
2/16/00
5/8/00
8/3/00
1/18/01
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
11/3/98
2/l0/99
5/12/99
815/99
11/2/99
2/16/00
5/8/00
8/3/00
1/18/0 I
Surveyed
Casing
Elevation (ft)
220.67
234.51
Depth to Corrected
Groundwater Groundwater
(ft) Elevation (ft)
26.60 194.07
28.35 192.32
28.16 192.51
29.86 190.81
30.01 190.66
28.57 192.10
26.03 194.64
27.50 193.17
26.08 194.59
28.51 192.16
23.79 196.88
21.44 199.23
23.39 197.28
24.26 196.41
42.46 178.21
25.26 195.41
26.64 194.03
28.92 191.75
27.05 193.62
27.58 193.09
29.33 191.34
31.82 188.85
37.62 196.89
37.94 196.57
38.02 196.49
38.00 196.51
39.69 194.82
39.50 195.01
37.17 197.34
35.29 199.22
33.60 200.91
36.05 198.46
38.44 196.07
32.77 201.74
28.49 206.02
31.72 202.79
33.02 201.49
33.61 200.90
34.64 199.87
36.71 197.80
38.98 195.53
37.11 197.40
38.27 196.24
39.92 194.59
43.30 191.21
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I
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I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
-~ffe
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
214/97
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
1/18/01
2112196
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
1/18/01
Surveyed
Casing
Elevation (ft)
237.13
228.41
Depth to
Groundwater
(ft)
39.79
41.61
41.90
39.05
41.72
44.27
44.05
39.08
38.53
39.86
43.73
40.43
33.82
37.85
37.88
38.77
42.45
43.18
42.86
40.74
40.13
43.55
46.32
35.57
36.23
36.63
37.05
38.32
38.26
38.69
36.60
33.34
33.96
39.10
34.80
30.41
33.66
35.84
36.31
37.67
38.34
40.04
36.30
37.01
46.40
39.82
Corrected
Groundwater
Elevation (ft)
197.34
195.52
195.23
198.08
195.41
192.86
193.08
198.05
198.60
197.27
193.40
196.70
203.31
199.28
199.25
198.36
194.68
193.95
194.27
196.39
197.00
193.58
190.81
192.84
192.18
191.78
191.36
190.09
190.15
189.72
191.81
195.07
194.45
189.31
193.61
198.00
194.75
192.57
192.10
190.74
190.07
188.37
192.11
I 91.40
182.01
188.59
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I
I
I
I
I
I
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I
I
I
I
I
I
I
I
~lt1'~:;~
Well Dale
Number
MW8
MW8A
2/12/96
4/2/96
5/1/96
6/5/96
711/96
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
1/18/0 I
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
8/5/98
11/3/98
2/I0/99
5/12/99
8/5/99
11/2/99
2/16/00
5/8/00
8/3/00
1/18/01
Surveyed
Casing
Elevation (ft)
234.54
234.44
Depth to Corrected
Groundwater Groundwater
(ft) 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
45.25 189.29
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
51. 71 182.73
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I
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I
I
I
I
I
I
I
I
I
I
I
I
I
·····•:~:~
Well Date
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/l0/99
5/12/99
8/5/99
11/2/99
2/16/00
5/8/00
8/3/00
1/18/01
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
1/18/01
Surveyed
Casing
Elevation (ft)
254.08
265.51
Depth to Corrected
Groundwater Groundwater
(fl) 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 2I0.19
48.36 205.72
42.87 211.21
44.45 209.63
46.97 207.11
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
44.16 221.35
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I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
MW 11*
MWllA
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
2/10/99
5/12/99
8/5/99
11/2/99
2/16/00
5/8/00
8/3/00
1/18/01
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
1/18/01
Surveyed
Casing
Elevation (fl)
271.92
270.28
Depth to
Groundwater
(ft)
30.72
31.00
30.00
30.31
31.41
32.92
34.42
27.60
27.26
25.72
30.63
34.08
19.95
20.88
29.66
29.72
26.02
30.16
35.27
34.61
27.39
30.73
36.60
38.79
30.22
27.05
28.05
30.62
32.15
33. II
27.15
26.94
25.35
29.60
33.25
19.90
20.35
29.12
28.98
25.82
29.68
34.48
33.72
27.30
30.13
35.15
37.88
Corrected
Groundwater
Elevation (ft)
241.20
240.92
241.92
241.61
240.51
239.00
237.50
244.32
244.66
246.20
241.29
237.84
251.97
251.04
242.26
242.20
245.90
241. 76
236.65
237.31
244.53
241.19
235.32
233.13
240.06
243.23
242.23
239.66
238.13
237.17
243.13
243.34
244.93
240.68
237.03
250.38
249.93
241.16
241.30
244.46
240.60
235.80
236.56
242.98
240.15
235.13
232.40
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¥¥~~;~~Yee
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
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
1/18/01
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/I0/99
5/12/99
8/5/99
11/2/99
2/16/00
5/8/00
8/3/00
1/18/01
Surveyed
Casing
Elevation (ft)
236.89
238.96
Depth to
Groundwater
(ft)
38.49
38.82
40.90
40.50
38.44
37.91
39.23
39.65
37.10
35.33
33.37
36.45
38.38
33.02
27.69
31.30
32.47
33.08
34.26
36.45
39.06
37.92
38.13
39.75
43.00
44.15
44.70
58.60
58.88
39.85
40.80
49.19
54.30
40.65
43.38
50.18
38.80
39.54
56.66
58.78
43.79
41.71
40.27
44.60
56.37
Corrected
Groundwater
Elevation (ft)
198.40
198.07
195.99
196.39
198.45
198.98
197.66
197.24
199.79
201.56
203.52
200.44
198.51
203.87
209.20
205.59
204.42
203.81
202.63
200.44
197.83
198.97
198.76
197.14
193.89
194.81
194.26
180.36
180.08
199.11
198.16
189.77
184.66
198.31
195.58
188.78
200.16
199.42
182.30
180.18
195.17
197.25
198.69
194.36
182.59
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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
1/18/01
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
1/18/01
Surveyed
Casing
Elevation (ft)
236.31
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
64.71 171.60
65.15 171.16
65.07 171.24
41.08 195.23
40.72 195.59
64.83 171.48
44.22 192.09
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
71.61 164.14
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Well Date
Number
UMS-4
UMS-5
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
11/2199
2/16/00
5/8/00
8/3/00
1/18/01
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
1/18/01
Surveyed
Casing
Elevation (fl)
236.53
257.62
Depth to Corrected
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
42.02 194.51
82.55 175.07
81.00 176.62
82.87 174.75
79.92 177.70
82.95 174.67
41.49 216.13
82.62 175.00
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
81.19 176.43
83.55 174.07
77.49 180.13
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Well
Number
Upper
Macon
MW21'
MW 23'
Date
2114/96
2/23/96
2/28/96
5/2/96
615196
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
1/18/01
2/14/96
2/23/96
2/28/96
5/3/96
615/96
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
2/10/99
5/12/99
8/5/99
11/2/99
2/16/00
5/8/00
8/3/00
1/18/01
Surveyed
Casing
~]cvation (ft)
155.52
155.54
Depth to Corrected
Groundwater Groundwater
(ft) Elevation (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
17.75
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
24.62
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
137.77
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
130.92
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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/l0/99
5/12/99
8/5/99
I 1/2/99
2/16/00
5/8/00
8/3/00
1/18/01
6/5/96
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
2/10/99
5/12/99
8/5/99
I 1/2/99
2/16/00
5/8/00
8/3/00
1/18/01
Surveyed
Casing
Elevation (ft)
183.68
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 Dry
31.40 152.28
43.02 I 51.11
47.95 146.18
47.33 146.80
45.41 148.72
45.51 148.62
46.24 147.89
45.72 148.4 I
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
40.50 153.63
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~
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
5/12199
8/5/99
11/2199
2116/00
5/8100
813100
1/18101
6/5/96
7/1196
7130196
1118196
214197
5/12/97
8/5/97
11112/97
2/4/98
5/5198
8/6198
11/3/98
2/10/99
5/12/99
8/5/99
11/2/99
2/16/00
5/8/00
8/3/00
1/18/01
Surveyed
Casing
Elevation (ft)
180.35
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
32.25 148.10
32.27 148.08
19.81 160.54
72.50 107.85
32.24 148.11
32.25 148.10
19.69 160.66
32.21 148.14
32.21 148.14
32.24 148.11
32.24 148.11
32.22 148.13
32.05 148.30
32.09 148.26
18.39 161.96
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
41.81 130.10
9.30 162.61
47.70 124.21
49.25 122.66
40.13 I 31. 78
42.80 129.11
13.00 158.91
18.23 153.68
29.10 142.81
8.18 163.73
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~~.c:~~
Well Date
Number
UM-5
UM-6
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
2116/00
5/8/00
8/3/00
1/18/0 I
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
1/18/01
Surveyed
Casing
Elevation (ft)
168.32
173.05
Depth to
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
I 1.03
20.30
4.74
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
8.62
Corrected
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
163.58
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
164.43
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~
Well Date
Number
UM-7
ILower
Macon
MW4
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/I0/99
5/12/99
8/5/99
11/2/99
2/16/00
5/8/00
8/3/00
1118/01
2/14/96
412/96
5/2/96
615196
7/1/96
7/30/96
11/8196
2/4/97
5/12/97
815197
11/12/97
214198
515/98
8/6/98
1113198
2/I0/99
5/12/99
8/5/99
11/2/99
2/16/00
5/8100
8/3/00
1/18/01
Surveyed
Casing
Elevation (ft)
187.29
184.21
Depth to Corrected
Groundwater Groundwater
(rt) 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
54.75 132.54
48.91 138.38
19.30 167.99
54.57 132.72
19.32 167.97
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
42.56 141.65
39.70 144.51
40.35 143.86
41.15 143.06
42.24 141.97
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Well Date
Number
MWl2
MW 13'
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
2/10/99
5/12/99
8/5/99
11/2/99
2/16/00
5/8/00
8/3/00
1/18/01
2/14/96
2/23/96
2/28/96
4/2/96
5/2/96
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
11/3/98
2/10/99
5/12/99
8/5/99
11/2/99
2/16/00
5/8/00
8/3/00
1/18/01
Surveyed
Casing
Elevation (ft)
171.98
188.67
Depth to Corrected
Groundwater Groundwater
(ft) Elevation (ft)
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
27.96 144.02
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
50.52 138.15
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~
Well Date
Number·
MWl4
MW 14R
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
11/11/97
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
1/18/0 I
2/14/96
4/2/96
5/2196
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
11/3/98
2/l0/99
5/12/99
8/5/99
11/2/99
2/16/00
5/8/00
8/3/00
1/18/01
Surveyed
Casing
Elevation (ft)
177.34
175.95
Depth to
Groundwater
(ft)
34.24
dry
dry
35.19
dry
dry
dry
34.63
dry
dry
dry
34.09
33.80
35.22
34.76
dry
dry
dry
33.50
32.32
32.18
41.70
dry
34.50
38.81
39.27
38.85
37.98
40.03
40.39
35.60
38.74
37.61
37.09
35.81
35.65
37.32
36.18
37.37
37.50
37.67
34.22
32.68
32.18
Dry
36.75
Corrected
Groundwater
Elevation (ft)
143.IO
dry
dry
142.15
dry
dry
dry
142.71
dry
dry
dry
143.25
143.54
142.12
142.58
dry
dry
dry
143.84
145.02
145.16
135.64
dry
141.45
137.14
136.68
137.IO
137.97
135.92
135.56
140.35
137.21
138.34
138.86
140.14
140.30
138.63
139.77
138.58
138.45
138.28
141.73
143.27
143.77
Dry
139.20
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~
Well Date
Number
MW22'
LM-1
2/14/96
2/23/96
2/28/96
5/2/96
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
2/10/99
5/12/99
8/5/99
11/2/99
2/16/00
5/8/00
8/3/00
1/18/01
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
1/18/0 I
Surveyed
Casing
Elevation (ft)
128.25
175.68
Depth to Corrected
Groundwater Groundwater
(ft) Elevation (ft)
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
9.48 118.77
69.79 105.89
38.61 137.07
69.78 105.90
70.04 105.64
36.12 139.56
68.90 106.78
69.94 105.74
38.31 137.37
69.65 106.03
69.87 105.81
69.86 105.82
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
37.41 138.27
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I
I
I
I
I
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I
I
~
Well Date
Number
LM-2
LM-3
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
1/18/01
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
1/18/01
Surveyed
Casing
Elevation (ft)
157.20
157.09
Depth to
Groundwater
(ft)
62.06
25.08
58.36
62.16
25.98
63.50
56.96
26.86
53.33
43.23
40.85
26.30
37.86
33.61
30.68
24.80
23.85
24.30
31.00
26.37
61.16
27.78
49.40
67.24
27.11
57.52
42.42
27.78
43.27
33.48
33.48
26.75
34.02
33.78
34.08
26.24
24.50
25.44
36.07
26.93
Corrected
Groundwater
Elevation (ft)
95.14
132.12
98.84
95.04
131.22
93.70
100.24
130.34
103.87
113.97
116.35
130.90
119.34
123.59
126.52
132.40
133.35
132.90
126.20
130.83
95.93
129.31
107.69
89.85
129.98
99.57
114.67
129.31
113.82
123.61
123.61
130.34
123.07
123.31
123.01
130.85
132.59
131.65
121.02
130.16
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I
~
Well Date Surveyed Depth to Corrected
Number Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
LM-4 6/5/96 166.84 68.60 98.24
7/1/96 37.72 129.12
7/30/96 56.91 l09.93
11/8/96 74.86 91.98
2/4/97 36.82 130.02
5/12/97 67.80 99.04
8/5/97 55.14 111.70
11/11/97 37.29 129.55
2/4/98 56.01 l l0.83
5/5/98 46.03 120.81
8/6/98 45.00 121.84
11/3/98 36.29 130.55
2/10/99 46.40 120.44
5/12/99 46.35 120.49
8/5/99 47.23 119.61
11/2/99 36.75 130.09
2/16/00 35.35 131.49
5/8/00 40.15 126.69
8/3/00 49.50 117.34
1/18/01 37.51 129.33
LM-5 6/5/96 186.59 66.50 120.09
7/1/96 43.91 142.68
7/30/96 66.80 119.79
11/8/96 66.86 119.73
2/4/97 42.85 143.74
5/12/97 66.90 119.69
8/5/97 66.84 119.75
11/11/97 43.84 142.75
2/4/98 66.88 119.71
5/5/98 67.99 118.60
8/6/98 68.04 118.55
11/3/98 42.IO 144.49
2/10/99 68.12 118.47
5/12/99 67.73 118.86
8/5/99 68.12 I 18.47
11/2/99 42.45 144.14
2/16/00 41.35 145.24
5/8/00 75.54 111.05
8/3/00 54.57 132.02
1/18/0 I 44.20 142.39
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I
I
I System
Upper Dockery
I
I
I
I
I
I
I
I
12-1-98 to 12-31-98
I 12-31-98 to 1-27•99
1-27-99 to 2-23-99
2-23-99 lo 3-30.99
3-30-99 to 4-29-99
I 4-29-99 to 5-27-99
5-27-99 to 6-24-99
6-24-99 to 7-29-99
7-29-99 to 8-27-99
I B-27-99 to 9-27-99
9-27-99 to 10-29-99
10-29-99 lo 11-24-99
11-24-99 to 12-30-9!
I 12-30-99 to 1-21-00
1-21-99 to 2-25-00
3--1-00to3--31-00
3-31-00 to 4-27-00
I 4-27-00 to 5-28-00
5-26-00 to 8-30-00
8-30-00 to 7-26-00
7-28-00 to 8-29-00
I 8-29-00 to 9-25-00
9-25-00 to 10-26-00
10-26-00 to 1-26-01
I
TABLE 6
SUMMARY OF MASS voe REMOVAL ESTIMATES
MACON/DOCKERY SITE
RICHMOND COUNTY, NORTH CAROLINA
PAGE 1 OF 4
Average Total
Flow Volume for voe Pounds or voe
Month Period Concentration Removed For Perioc
(gallons) (ugfl) {Pounds)
Mar-96 400,155 196 0.65
Apr-96 266,151 210 0.50
May-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-96 140,191 264 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-97 135,575 76 0.09
Jul-97 99,896 76 0.08
Aug-97 70,967 54 0.03
Sep-97 56,258 54 0.03
Oct-97 277,505 54 0.12
Nov-97 143,168 108 0.13
Dec-97 78,332 108 0.07
Jan-96 103,968 108 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 95 049
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 0.46
Aug-99 190,407 138 0.22
Sep-99 303,910 138 0.35
Od-99 364,213 138 0.42
Nov-99 277,055 181 0.42
Dec-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 72.9 006
MOO 80,000 72.9 0.05
Aug-00 133,575 72.0 0.08
s,,-oo 129,206 72.0 0.08
Oct-00 148,404 72.0 009
Jan-01 615,761 880 0.45
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
545
5.75
5.93
6.02
6.06
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
14.88
15.36
15.82
18.04
16.39
16.81
17.23
17.82
18.18
18,18
18.45
18.70
18.95
19.01
19.06
19.14
19.22
19.31
19.76
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I
I
I
I
I
I
I
I
I
I
System
lower Dockery
12-1-Q8 to 12-31-98
12-31-98 to 1-27-99
1-27-99 to 2-23-99
2-23-99 lo 3-30-99
3-30-99 to 4-29-99
4-29-99 to 5-27-99
5-27-99 to 6-24-99
6-24-99 to 7-29-99
7-29-99 to 8-27-99
8-27-99 to 9-27-99
9-27-99 to 10-29-99
10-29-99 to 11-24-~
11-24-99 to 12-30-99
12-30-99 to 1-21-00
1-21-00 to 02-25-00
3-1-00 to 3-31-00
3-31-00 to 4-27-00
4-27-00 to 5-26-00
5-26-00 to 6-30-00
6-30-00 to 7-26-00
7-26--00 to 8-29-00
8-29-00 to 9-25-00
9-25-00 to 10-26-00
10-26-00 to 1-26-01
TABLE 8
SUMMARY OF MASS voe REMOVAL ESTIMATES
MACON/DOCKERY SITE
Month
Mar-96
Apr-96
May-96
Jun-98
Jul-96
Aug-96
Sep-96
Oct-96
Nov-96
Dec-96
Jar'l-97
Feb-97
Mar-97
Apr-97
May-97
Jun-97
Jul-97
Aug-97
Sep.97
Qct-97
Nov-97
Dee-97
Jan-98
Feb-98
Mar-98
Apr-96
May-98
Jun-98
Jul-98
Aug-98
Sep-98
Dct-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
Sep-00
Oci--00
Jan-01
RICHMOND COUNTY, NORTH CAROLINA
PAGE 2 OF 4
Average Total
Flow Volume for voe Pounds of voe
Period Concentration Removed For Perio
(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 " 0.29
481,049 84 0.34
457,604 .. 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.B 024
453,131 82.2 0,23
591,481 62.2 0,31
471,729 62.2 0.24
842,213 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
500,649 30.3 0.13
264,722 37.5 0.09
587.633 37.5 0.18
512,427 37.5 0.16
769.928 37.5 0.24
Cumulative VOCs
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
3.48
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
753
7.17
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
1051
10,69
10.78
10.86
10.95
10.97
11.01
11.05
11.17
11.27
11,40
11.49
11.67
11.83
12.07
Used October 2000 influent anatybcal data to calculate mass removal eshmates for penod of 10-26-00 to 1-26-01
due to system operationa problems. Table will be updated and included in addendum report when results are receiv
I
I
I
I System
Macon Soun;;e Area
I
I
I
I
I
I
I
I
12-1-98 to 12-31-98
I 12-31-98 to 1-27-99
1-27-99 to 2·23-99
2-23-99 to 3-30-99
3-30-99 to 4-29-99
I 4-29-99 to 5-27-99
5-27-99 to 6-24-99
8-24-99 to 7-29-99
7-29-99 to 8-27-99
I 6-27-99 to 9-27-99
S.27-99 to 10-29-99
1Q.2S.99 to 11-24-91
11-24-99 to 12-30-9!
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 lo 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 8-2S.OO to 9-25--00
S.25--00 to 10-26-00
10-26-00 lo 1-26-01
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
Oci-96
Nov-96
D=96
Jan-97
Fet>.97
Mar-97
Apr-97
May-97
Jun-97
Jul-97
Aug-97
Sap-97
Oct-97
Nov-97
Oec-97
Jan-98
FeD-98
Mar-98
Apr-98
May-98
Jun-98
Ju'-98
Aug-98
Sep-98
Oct-98
Nov-98
Dec-98
Jan-99
FeD-99
Mar-99
Apr-99
May-99
Jun-99
Jul-99
Aug-99
Se1r99
Oct-99
Nov-99
Dec-99
Jan-00
Feb-00
Mar-00
Apr-00
May-00
Jun-00
Jul-00
Aug-00
S,~00
Oct-00
Jan-01
RICHMOND COUNTY, NORTH CAROLINA
PAGE 3 OF 4
I Average I otal
Flow Volume for voe Pounds of voe
Period Concentration Removed For Peria<
(gallons) (ug/L) {Pounds)
426,083 55 020
364,772 61 0.19
257,720 41 0.09
114,046 60 006
202,477 43 0.07
207,503 61 0.11
209,649 61 0.11
101,512 61 0.05
116,354 42.6 0.04
137,045 42.6 0.05
146,036 42.6 0.05
215,730 63.9 0.11
223,222 63.9 0.12
253,187 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
38,264 124.9 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
600,075 201.8 1.01
410,905 139 6 0.48
431,360 139.6 0.50
329,835 139.6 0.36
473,093 142 0.56
513,868 142 0.61
493,649 142 0.58
498,870 203 0.84
371,824 203 0.83
337,877 203 0,57
364,124 499 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 1,65
228,824 566 1.08
820,215 566 3.88
530,478 566 2.51
390,353 575 1,87
543,545 575 2.61
170,316 575 0.62
357,640 164,5 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.,0
166,494 503 0.76
64,780 503 036
180,071 503 0.76
526,024 65 0.37
Cumulative VOCs
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
1,88
1.93
2.03
2.15
2.33
2.63
2.87
3.88
4.36
4.66
5.24
5.80
6.41
6.99
7.83
6.46
9.03
10,63
12,88
14.68
16.11
17,61
19.46
20.54
24.42
26.93
28.60
31.41
32.23
32.76
33.30
33.81
34.00
34,39
34.69
35.47
35.83
36.59
36.96
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I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
System
U/l Macon
12-1-98 to 12-31-98
12-31-90 to 1-27-99
1-27-99 to 2-23-99
2-23-99 to 3-30-99
3-30-99 to 4-29-99
4-29-99 to 5--27-99
5--27-99 to 6-24-99
6-24-99 to 7-29-99
7-29-99 to 8-27-99
8-27-99 to 9-27-99
9-27-99 to 10-29-99
10-29-99 to 11-24-9!
11-24-99 to 12-30-99
12-30-99 to 1-21-00
1-21-00 to 2-25--00
3-1-00 to 3-31-00
3-31-00 to 4-27-00
4-27-00 to 5-26-00
5--26-00 to 6-30-00
6-30-00 to 7-26-00
7-26-00 to 8-29-00
8-29-00 to 9-25-00
9-25--00 to 10-26-00
10-26-00 to 1-26-01
TABLE 8
SUMMARY OF MASS voe REMOVAL ESTIMATES
MACONIOOCKERY SITE
Month
Mar-96
Apr-96
Mey-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
Jen-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
Mey-99
Jun-99
Jul-99
Aug-99
Sep-99
Oct-99
Nov-99
0=99
Jan-00
Feb-00
Mar-00
Apr-00
May-00
Jun-00
J,l-00
, ... -oo
Sep-DO
Q,;;t-00
Jan-01
RICHMOND COUNTY, NORTH CAROLINA
PAGE 4 OF 4
· Average I olaT
Flow Volume for voe Pounds of voe
Period Concentration Removed For Period
(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
838,400 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 24.0 004
911,679 23.0 0.17
917,631 23.0 0.18
821,135 23.0 0.16
140,796 160 002
844,299 16.0 0,11
531,692 16.0 0,07
1,051,002 22.9 0.20
932,256 22.9 0.18
662,272 22.9 0.13
876,945 22.3 0.16
448,056 22.3 0.08
776,195 22.3 0.14
857,122 22.5 0.16
821.424 22.5 0.15
716,543 22.5 0.13
251,141 16.5 0.03
713,232 16.5 0,10
835.206 18.5 0.11
586.579 20.3 0.10
1.035.893 20.3 0.18
894,763 20.3 0.15
828.049 21.0 0.14
809,334 21.0 0.14
582,110 21.0 0.10
635,226 17.0 0.09
768,831 17.0 0.11
894,735 17.0 0.13
646,405 13.5 007
575,397 13.5 0.06
261,856 13.5 0.03
161,156 7.8 0.01
306,952 7.8 002
416,369 7.8 0.03
127,597 14.6 0.02
607,951 14.6 0.07
425,691 146 0.05
380,931 33.2 0.11
919,139 33.2 0.25
242,990 33.2 0.07
200,354 33.2 0.06
Cumulative voes
Removed
(Pounds)
0.08
0.22
0.31
0.32
0.46
0.62
0.70
0.87
1.05
1.20
1.33
1.49
1.68
1.87
2.07
2.19
2.23
2.40
2.58
2.74
2.76
2.87
2.94
3.14
3.32
3.45
361
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
6.37
6.44
6.50
Used October 2000 influent analytical data to calculate mass removal estima!es for peliod ol 10-26-00 to 1-28-01
due to system opemhona problems. Tabla wm be updated and included in addendum report when results are receiv
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, 5102 LaRoche Avenue • Savannah, GA 31404 • Tel: [phone] • Fax: [phone] • www.stl-inc.com
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
SEVERN
STL Savannah
LOG NO: Sl-10382
Received: 20 JAN 01
Reported: 31 JAN 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 11471021
REPORT OF RESULTS Page 1
LOG NO
10382-1
10382-2
10382-3
10382-4
10382-5
PARAMETER
SAMPLE DESCRIPTION, LIQUID SAMPLES
----------- ---- ------- -- ------- ---------- -- ----- --
MW-15
MW-25
MW-24
MW-21
MW-23
---------------------------- --- ---- - ------------ --
10382-1 10382-2 10382-3
DATE/
TIME SAMPLED
01-18-01/12:20
01-18-01/13 :45
01-18-01/13 :15
01-18-01/10:30
01-18-01/09:30
10382-4 10382-5
----------------------------------------------------------- -------------------
Purgeable Aromatics (8021)
Acetone, ug/1
Benzene, ug/1
Toluene, ug/1
Total Xylenes, ug/1
Surrogate -
a,a,a-Trifluorotoluene
Dilution Factor
Analysis Date
Batch ID
<50 <10 <10
<5.0 <1.0 <1.0
<5.0 <1.0 <1.0
<15 <3.0 <3.0
107 % 100 % 100 %
5 1 1
01.25.01 01.25.01 01.25.01
1B0125 1B0125 1B0125
------------------------------
STL Savannah is a part of Severn Trent Laboratories, Inc.
<10 <10
<1.0 <1.0
<1.0 <1.0
<3.0 <3.0
100 % 100 %
1 1
01.25 .01 01.25.01
1B0125 1B0125
--------------------
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SEVERN
5102 laRoche Avenue • Savannah, GA 31404 • Tel: [phone] • Fax: [phone] • www.stl-inc.com STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO: Sl-10382
Received: 20 JAN 01
Reported: 31 JAN 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 11471021
Page 2
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
-----------------------------------------------------------------------------------
10382-1
10382-2
10382-3
10382-4
10382-5
MW-15
MW-25
MW-24
MW-21
MW-23
01-18-01/12:20
01-18-01/13:45
01-18-01/13:15
01-18-01/10:30
01-18-01/09:30
---------- --------------------- -- ----- -------------------- ----- ------ ----- -- -------
PARAMETER 10382-1
Purgeable Halocarbons (8021)
Chloroform, ug/1
1,1-Dichloroethane, ug/1
1,1-Dichloroethene, ug/1
1,2-Dichloroethene (total), ug/1
Methylene chloride
<5.0
5.8
140
<5.0
<10
(Dichloromethane), ug/1
1,1,1-Trichloroethane, ug/1
Trichloroethene, ug/1
Tetrachloroethene, ug/1
Vinyl chloride, ug/1
Surrogate -Bromochloromethane
Dilution Factor
Analysis Date
Batch ID
Barium (6010)
Barium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
27
<5.0
<5.0
<5.0
91 \-
5
01.25.01
1B0125
170
1
01.24.01
01.25.01
01241
10382-2
<1.0
<1.0
2.0
<1.0
<2.0
<1.0
<1.0
<1.0
<1.0
100 \-
1
01.25.01
1B0125
140
1
01.24.01
01.25.01
01241
10382-3
<1.0
23
<1.0
<1.0
<2.0
<1.0
<1.0
<1.0
<1.0
97 \-
1
01.25.01
1B0125
120
l
01.24.01
01.25.01
01241
STL Savannah is a part of Severn Trent Laboratories, Inc.
10382-4
<1.0
1.5
<1.0
1.4
<2.0
<1.0
9.6
<1.0
<1.0
75 'I<
l
01.25.01
1B0125
<50
1
01.24.01
01.25.01
01241
10382-5
<1.0
16
1.5
5.4
<2.0
1.1
6.5
1.e
<1.0
99 \-
1
01.25.01
1B0125
<50
l
01.24.01
01.25.01
01241
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SEVERN
·.'.TRENT.
SERVICES
5102 LaRoche Avenue • Savannah, GA 31404 • Tel: [phone] • Fax: [phone] • www.stl-inc.com STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO: Sl-10382
Received: 20 JAN 01
Reported: 31 JAN 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 11471021
Page 3
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
10382-1
10382-2
10382-3
10382-4
10382-5
PARAMETER
MW-15
MW-25
MW-24
MW-21
MW-23
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
10382-1 10382-2 10382-3
------------------------------
<5.0 <5.0 <5.0
1 1 1
01.24.01 01.24 .01 01.24.01
01.25.01 01.25.01 01.25.01
01241 0124I 01241
71 16 <10
1 1 1
01.24.01 01.24.01 01.24.01
01.25 .01 01.25.01 01.25.01
01241 01241 01241
190 35 2400
1 1 1
01.24.01 01.24.01 01.24.01
01.25.01 01.25.01 01.25.01
0124I 01241 0124I
STL Savannah is a part of Severn Trent Laboratories, Inc.
01-18-01/12:20
01-18-01/13:45
01-18-01/13:15
01-18-01/10:30
01-18-01/09:30
10382-4 10382-5
--------------------
<5.0
1
01.24.01
01.25.01
0124I
<10
1
01.24.01
01.25.01
0124I
<5.0
1
01.24.01
01.25.01
0124I
<5.0
1
01.24.01
01.25.01
01241
<10
1
01.24.01
01.25.01
01241
57
1
01.24 .01
01.25.01
01241
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SEVERN
5102 laRoche Avenue • Savannah, GA 31404 • Tel: [phone] • Fax: [phone] • www.stl-inc.com STL Savannah
LOG NO
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
SAMPLE DESCRIPTION, LIQUID SAMPLES
LOG NO: Sl-10382
Received: 20 JAN 01
Reported: 31 JAN 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 11471021
Page 4
DATE/
TIME SAMPLED
---------- --------------------------------------------------
10382-1 MW-15
10382-2 MW-25
10382-3 MW-24
10382-4 MW-21
10382-5 MW-23
01-18-01/12:20
01-18-01/13:45
01-18-01/13 :15
01-18-01/10:30
01-18-01/09:30
--------------------------------------- ----------------- -- ---------------- ---------
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
10382-1 10382-2 10382-3
------------------------------
<40 <40 <40
1 1 1
01.24.01 01.24.01 01.24.01
01.25.01 01.25.01 01. 25. o::
01241 01241 01241
150 <3.0 <3.0
10 1 1
01.24 .01 01. 24. 01 01.24.01
01.28.01 01. 28. 01 01.28.01
0124G 0124G 0124G
<SO <50 <50
1 1 1
01. 24. 01 01.24.01 01.24.01
01. 25. 01 01.25.01 01.25.01
01241 01241 01241
------------------------------
STL Savannah is a part of Severn Trent Laboratories, lnc.
10382-4 10382-5
---------- ----------
<40 <40
1 1
01.24.01 01.24.01
01.25.01 01.25.0,
01241 01241
<3.0 <3.0
1 1
01.24.01 01.24.01
01.28.01 01. 28. 01
0124G 0124G
<50 <50
1 1
01.24.01 01.24.01
01.25.01 01.25.01
01241 01241
--------------------
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SEVERN
5102 LaRoche Avenue • Savannah, GA 31404 • Te!: 912 354 7858 • Fax: [phone] • www.stl-inc.com STL Savannah
LOG NO
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
SAMPLE DESCRIPTION, LIQUID SAMPLES
LOG NO: Sl-10382
Received: 20 JAN 01
Reported: 31 JAN 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 11471021
Page 5
DATE/
TIME SAMPLED
-----------------------------------------------------------------------------------
10382-1
10382-2
10382-3
10382-4
10382-5
MW-15
MW-25
MW-24
MW-21
MW-23
01-18-01/12:20
01-18-01/13:45
01-18-01/13:15
01-18-01/10:30
01-18-01/09:30
----- - - --- ------------------- ------------ ------------------ ------------------------
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
10382-1 10382-2 10382-3 10382-4 10382-5 --------------------------------------------------
64 52 <20 <20 <20
1 1 1 1 1
01. 24. 01 01.24.01 01.24.01 01.24 .01 01. 24. 01
01.25.01 01.25.01 01.25.01 01. 25. 01 01.25.01
01241 01241 01241 01241 01241
0.61 0.66 <0.30 <0.30 <0.30
1 1 1 1 1
01. 24. 01 01.24.01 01.24.01 01.24.01 01.24.01
01. 29. 01 01.29.01 01.29.01 01.29.01 01.29.01
0124G 0124G 0124G 0124G 0124G
<10 <10 <10 <10 <10
1 1 1 1 1
01.24.01 01.24.01 01.24.01 01.24.01 01. 24. 01
01.29.01 01.29.01 01.29.01 01.29.01 01.29.01
01241 01241 01241 01241 01241 --------------------------------------------------
STL Savannah is a part of Severn Trent Laboratories, Inc.
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5102 LaRoche Avenue • Savannah, GA 31404 • Tel: [phone] • Fax: [phone] • www.st!-inc.com
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
SEVERN
"T'R-ENT
SERVICES
STL Savannah
LOG NO: Sl-10382
Received: 20 JAN 01
Reported: 31 JAN 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 11471021
REPORT OF RESULTS Page 6
DATE/
LOG NO SAMPLE DESCRIPTION , LIQUID SAMPLES TIME SAMPLED
10382-1
10382-2
10382-3
10382-4
10382-5
MW-15
MW-25
MW-24
MW-21
MW-23
01-18-01/12:20
01-18-01/13:45
01-18-01/13:15
01-18-01/10:30
01-18-01/09:30
---------- --------------------------------------------- -- --- ---- ----- --------------
PARAMETER
Suspended Solids (160.2), mg/1
Dilution Factor
10382-1
91
1
Prep Date 01.24.01
Analysis Date 01.25.01
Batch ID 0124A
10382-2
----------
21
1
01. 24. 01
01.25.01
0124A
----------
10382-3
----------
66
1
01.24.01
01.25.01
0124A
----------
STL Savannah is a part of Severn Trent Laboratories, Inc.
10382-4 10382-5
---------- ----------
<5.0 n
1 1
01.24.01 01.24.01
01.25.01 01. 25. 01
0124A 0124A
---------- ----------
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SEVERN
SERVICES
5102 LaRoche Avenue • Savannah, GA 31404 • Tel: [phone] • Fax: [phone] • www.stl-inc.com STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO
10382-6
10382-7
10382-8
10382-9
10382-10
REPORT OF RESULTS
SAMPLE DESCRIPTION, LIQUID SAMPLES
MW-22
MW-11
MW-13
MW-9
MW-19
PARAMETER
Purgeable Aromatics (8021)
Acetone, ug/1
Benzene, ug/1
Toluene, ug/1
10382-6 10382-7
--------------------
<10 <10
<1.0 <1.0
<1.0 <1.0
<3. 0 <3.0
LOG NO: Sl-10382
Received: 20 JAN 01
Reported: 31 JAN 01
Project: Mar.on Dockery/1900000101»
Sampled By: Client
Code: 11471021
10382-8
----------
<10
<1.0
<1.0
<3.0
DATE/
TIME SAMPLED
01-17-01/12:45
01-17-01/15:15
01-17-01/14:00
01-17-01/17:20
01-18-01/08:45
10382-9
Page 7
10382-10
---------- ----------
<20 <50
<2.0 <5.0
<2. 0 <5.0
<6.0 <15 Total Xylenes, ug/1
Surrogate -97 %-100 %-100 %-100 %-100 %-
a,a,a-Trifluorotoluene
Dilution Factor
Analysis Date
Batch ID
1 1 1
01.25.01 01.25.01 01.25.01
1B0125 1B0125 1B0125
-------------------- ----------
STL Savannah is a part of Severn Trent Laboratories, Inc.
2 5
01.26.01 01.25.0l
1B0126 1B0125
--------------------
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SEVERN
5102 LaRoche Avenue • Savannah, GA 31404 • Tel: [phone] • Fax: [phone] • www.stl-inc.com STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO
10382-6
10382-7
10382-8
10382-9
10382-10
SAMPLE DESCRIPTION, LIQUID SAMPLES
MW-22
MW-11
MW-13
MW-9
MW-19
LOG NO: Sl-10382
Received: 20 JAN 01
Reported: 31 JAN 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 11471021
DATE/
TIME SAMPLED
01-17-01/12:45
01-17-01/15:15
01-17-01/14:00
01-17-01/17:20
01-18-01/08:45
Page 8
------ -------------- ----------------- ------- -- --- ------------- ---------------------
PARAMETER 10382-6
Purgeable Halocarbons (8021)
Chloroform, ug/1
1,1-Dichloroethane, ug/1
1,1-Dichloroethene, ug/1
1,2-Dichloroethene (total), ug/1
Methylene chloride
<1.0
14
3.0
1.2
<2.0
(Dichlorornethane), ug/1
1,1,1-Trichloroethane, ug/1
Trichloroethene, ug/1
Tetrachloroethene, ug/1
Vinyl chloride, ug/1
Surrogate -Brornochlorornethane
Dilution Factor
Analysis Date
Batch ID
Barium (6010)
Barium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
2.0
1.6
<1.0
<1.0
100 %-
1
01.25.01
1B0125
60
1
01.24.01
01.25.01
01241
10382-7
<1.0
<1.0
1.4
<1.0
<2.0
<1.0
1.2
<1.0
<1.0
96 %-
1
01.25.01
1B0125
200
1
01.24.01
01.25.01
01241
10382-8
<1.0
1.8
<1.0
<1.0
<2.0
3.1
<l.0
<1.0
<1.0
95 %-
1
01.25.01
1B0125
520
1
01.24.01
01.25.01
01241
STL Savannah is a part of Severn Trent Laboratories, Inc.
10382-9
<2.0
71
45
19
<4 .0
4.5
5.6
13
24
110 \-
2
01.26.01
1B0126
1700
1
01.24.01
01.25.01
01241
10382-10
<5.0
6.6
130
20
<10
22
7.1
22
<5.0
98 \-
5
01.25.01
1B0125
33[·
1
01.24.01
01.25.01
01241
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SEVERN
5102 LaRoche Avenue • Savannah, GA 31404 • Tel: [phone] • Fax: [phone] • www.stl-inc.com STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES
10382-6 MW-22
10382-7 MW-11
10382-8 MW-13
10382-9 MW-9
10382-10 MW-19
LOG NO: Sl-10382
Received: 20 JAN 01
Reported: 31 JAN 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 11471021
DATE/
TIME SAMPLED
01-17-01/12:45
01-17-01/15:15
01-17-01/14:00
01-17-01/17:20
01-18-01/08:45
Page 9
PARAMETER 10382-6 10382-7 10382-8 10382-9 10382-10
--------------------------------------- ------------------------------ ----------
Beryllium (6010)
Beryllium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Chromium (6010)
Chromium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Manganese (6010)
Manganese, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
---------- - - ------- - - --------
<5.0 <5.0 <5.0 <5.0 <5.0
1 1 1 1 1
01.24.01 01.24.01 01.24.0:. 01.24.01 01.24.01
01.25 .01 01.25.01 01.25.01 01.25.01 01.25.01
0124I 0124I 0124I 0124I 0124I
<10 14 13 38 1900
1 1 1 1 1
01.24.01 01.24.01 01.24.01 01.24.01 01.24.01
01.25.01 01.25.01 01.25.01 01.25.01 01.25.01
0124I 0124I 0124I 0124I 0124I
410 78 580 5600 2000
1 1 1 1 1
01.24.01 01.24.01 01.24.01 01.24.01 01.24.01
01.25.01 01.25.01 01.25.01 01.25.01 01. 25. 01
0124I 0124I 0124I 0124I 0124I
---------------------------------------- ----------
STL Savannah is a part of Severn Trent Laboratories, Inc.
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SEVERN
·.'TRENT
SERVICES
5102 LaRoche Avenue • Savannah, GA 31404 • Tel: [phone] • Fax: [phone] • www.stl-inc.com STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO: Sl-10382
Received: 20 JAN 01
Reported: 31 JAN 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 11471021
Page 10
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
-----------------------------------------------------------------------------------
10382-6
10382-7
10382-8
10382-9
10382-10
MW-22
MW-11
MW-13
MW-9
MW-19
01-17-01/12:45
01-17-01/15:15
01-17-01/14:00
01-17-01/17:20
01-18-01/08:45
--- -- --------------------------------------------------------------- ---------------
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
10382-6
----------
<40
1
01.24.01
01.25.01
0124I
4.5
1
01.24 .01
01.28.01
0124G
<50
1
01.24.01
01.25.01
0124I
10382-7
----------
<40
1
01.24.01
01.25.01
0124I
4.4
1
01.24 .01
01.28.01
0124G
<50
1
01.24.01
01.25.01
0124I
10382-8
----------
<40
1
01.24.01
01.25.01
0124I
8.1
1
01. 24. 01
01.28.01
0124H
<50
1
01.24.01
01.25.01
0124I
----------
STL Savannah is a part of Severn Trent Laboratories, Inc.
10382-9 10382-10
--------------------
95 260
1 1
01.24.01 01.24.01
01.25.01 01.25.01
0124I 0124I
<3.0 9.4
1 1
01.24.01 01.24.01
01.28.01 01.28.01
0124G 0124G
<50 130
1 1
01.24.01 01.24.01
01.25.01 01.25.01
0124I 0124I
---------- ----------
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SEVERN
< T.RE NT
SERVICES
5102 laRoche Avenue • Savannah, GA 31404 • Tet: 912 354 7858 • Fax: [phone] • www.stHnc.com STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO: Sl-10382
Received: 20 JAN 01
Reported: 31 JAN 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 11471021
Page 11
DATE/
LOG NO . SAMPLE DESCRIPTION , LIQUID SAMPLES TIME SAMPLED
10382-6
10382-7
10382-8
10382-9
10382-10
MW-22
MW-11
MW-13
MW-9
MW-19
01-17-01/12:45
01-17-01/15:15
01-17-01/14:00
01-17-01/17:20
01-18-01/08:45
-----------------------------------------------------------------------------------
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
10382-6 10382-7 10382-8 10382-9 10382-10
---------- ----------------------------------------
66 34 83 52 80
1 1 1 1 1
01.24.01 01.24.01 01.24.01 01.24.01 01.24.01
01.25.01 01.25.01 01.25.01 01.25.01 01.25.01
01241 01241 01241 01241 01241
<0.30 <0.30 <0.30 1.1 0.66
1 1 1 1 1
01.24.01 01.24.01 01.24.01 01.24.01 01.24.01
01.29.01 01.29 .01 01.29.01 01.29.01 01.29.01
0124G 0124G 0124H 0124G 0124G
<10 <10 <10 <10 <10
1 1 1 1 1
01.24.01 01.24.01 01.24.01 01.24.01 01.24.01
01.29.01 01.30.01 01.30.01 01.29.01 01.29.01
01241 01241 0124H 01241 01241
--------------------------------------------------
STL Savannah is a part of Severn Trent Laboratories, Inc.
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SEVERN
, <J' R'E NT
SERVICES
5102 LaRoche Avenue • Savannah, GA 31404 • Tel: [phone] • Fax: [phone] • www.stl-inc.com STL Savannah
LOG NO
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
SAMPLE DESCRIPTION, LIQUID SAMPLES
10382-6 MW-22
10382-7 MW-11
10382-8 MW-13
10382-9 MW-9
10382-10 MW-19
LOG NO: Sl-10382
Received: 20 JAN 01
Reported: 31 JAN 01
Project: Macon Dockery/190000010lb
Sampled By: Client
Code: 11471021
DATE/
TIME SAMPLED
01-17-01/12:45
01-17-01/15:15
01-17-01/14:00
01-17-01/17:20
01-18-01/08:45
Page 12,
---------- --- ----- -- -------- -- --------- --------------------- -----------------------
PARAMETER 10382-6 10382-7 10382-8 10382-9 10382-10 ----------------------------------------------------------- --------------------
Suspended Solids (160,2), mg/1 260 480 1900 470 1300
Dilution Factor 1 1 1 1 1
Prep Date 01.24.01 01.24,01 01.24.01 01.24.01 01.24.01
Analysis Date 01.25.01 01.25.01 01.25.01 01.25.01 01.25 .01
Batch ID 0124A 0124A 0124A 0124A 0124A
------ -- -----------------------------------------------------------------------
STL Savannah is a part of Severn Trent Laboratories, Inc.
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SEVERN
SERVICES
5102 LaRoche Avenue • Savannah, GA 31404 • Tel: [phone] • Fax: [phone] • www.stl-inc.com STL Savannah
LOG NO
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
SAMPLE DESCRIPTION, LIQUID SAMPLES
WG NO: Sl-10382
Received: 20 JAN 01
Reported: 31 JAN 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 11471021
Page 13
DATE/
TIME SAMPLED
10382-11 DUP-1 01-18-01
10382-12 MW-2A 01-17-01/16:45
10382-13 DUP-2 01-17-01
10382-14 UD Effluent 01-18-01/11:15
10382-15 UD Influent 01-18-01/11:20
PARAMETER 10382-11 10382-12 10382-13 10382-14 10382-15
Purgeable Aromatics (8021)
Acetone, ug/1
Benzene, ug/1
Toluene, ug/1
Total Xylenes, ug/1
Surrogate -
a,a,a-Trifluorotoluene
Dilution Factor
Analysis Date
Batch ID
<50 <250 <100
<5.0 <25 <10
<5.0 <25 <10
<15 <50 <30
100 % 100 % 97 %
5 25 10
01.26.01 01.26.01 01.29.01
1B0126 180126 1B0129
-------------------- ----------
STL Savannah is a part of Severn Trent Laboratories, Inc.
<10 <50
<1.0 <5.0
<1.0 <5.0
<3.0 <15
100 % 100 %
1 5
01.26.01 01.26.01
1B0126 1B0126
--------------------
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SEVERN
5102 LaRoche Avenue • Savannah, GA 31404 • Tel: [phone] • Fax: [phone] • www.stl•inc.com STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO: Sl-10382
Received: 20 JAN 01
Reported: 31 JAN 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 11471021
Page 14
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
------------------ --------------------- ---------- - ---------- ------------ --------- --
10382-11
10382-12
10382-13
10382-14
10382-15
DUP-1
MW-2A
DUP-2
UD Effluent
UD Influent
01-18-01
01-17-01/16:45
01-17-01
01-18-01/11:15
01-18-01/11:20
-- ---------------------------- ------- ---------- ------------- -----------------------
PARAMETER 10382-11
---------------------------------------
Purgeable Halocarbons (8021)
Chloroform, ug/1
1,1-Dichloroethane, ug/i
1,1-Dichloroethene, ug/1
1,2-Dichloroethene (total), ug/1
Methylene chloride
(Dichlorornethane), ug/1
1,1,1-Trichloroethane, ug/1
Trichloroethene, ug/1
Tetrachloroethene, ug/1
Vinyl chloride, ug/1
Surrogate -Brornochlorornethane
Dilution Factor
<5.0
6.5
130
<5.0
<10
26
<5.0
<5.0
<5.0
95 %
5
Analysis Date
Batch ID
01.26.01
1B0126
10382-12
<25
<25
400
<25
<120
52
<25
38
<25
88 %
25
01.26.01
1B0126
10382-13
<10
<10
370
<10
<20
47
<10
35
<10
91 %
10
01.29.01
1B0129
10382-14
<1.0
<1.0
<1.0
<1.0
<2.0
<1.0
<1.0
<1.0
<1.0
95 %
1
01.26.01
1B0126
10382-15
<5.0
<5.0
<5.0
<10
12
<5.0
<5.0
<5.0
95 %
5
01.26.01
1B0126
Barium (6010)
Barium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
160 210 180 100 110
1 1 1 1 1
01.24.01 01.24.01 01.24.01 01.24.01 01.24.01
01.25.01 01.25.01 01.25.01 01.25.01 01.25.01
0124I 0124I 0124I 0124I 0124I
--------------------------------------------------
STL Savannah is a part of Severn Trent laboratories, Inc.
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I
I
I
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SEVERN
·,'.T,R E N'T .
SERVICES
5102 laRoche Avenue • Savannah, GA 31404 • Tel: [phone] • Fax: [phone] • www.stl~nc.com STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO: Sl-10382
Received: 20 JAN 01
Reported: 31 JAN 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 11471021
Page 15
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
10382-11
10382-12
10382-13
10382-14
10382-15
DUP-1
MW-2A
DUP-2
UD Effluent
UD Influent
01-18-01
01-17-01/16:45
01-17-01
01-18-01/11:15
01-18-01/11:20
PARAMETER 10382-11 10382-12 10382-13 10382-14 10382-15
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 <5.0 <5.0
1 1 1
01.24.01 01.24.01 01.24.01
01.25.01 01.25.01 01.25.01
0124I 0124I 0124I
74 <10 <10
1 1 1
01.24 .01 01.24.01 01.24.01
01.25.01 01.25.01 01.25.01
0124I 01241 0124I
190 10 8.4
1 1 1
01.24 .01 01.24.01 01.24.01
01.25.01 01.25.01 01.25.01
0124I 0124I 0124I
------------------------------
STL Savannah is a part of Severn Trent Laboratories, Inc.
<5.0 <5.0
1 1
01.24.01 01.24.01
01.25.01 01.25 .01
0124I 0124I
<10 <10
1 1
01.24.01 01.24.01
01.25.01 01.25.01
0124I 01241
6.3 32
1 1
01.24.01 01.24.01
01.25.01 01.25.01
0124I 0124I
--------------------
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I
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I
I
SEVERN
·_·TRE,NT
SERVICES
5102 LaRoche Avenue • Savannah, GA 31404 • Tel: [phone] • Fax: [phone] • www.stl-inc.com STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO: Sl-10382
Received: 20 JAN 01
Reported: 31 JAN 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 11471021
Page 16
DATE/
LOG NO SAMPLE DESCRIPTION , LIQUID SAMPLES TIME SAMPLED
-----------------------------------------------------------------------------------
10382-11
10382-12
10382-13
10382-14
10382-15
DUP-1
MW-2A
DUP-2
UD Effluent
UD Influent
01-18-01
01-17-01/16:45
01-17-01
01-18-01/11:15
01-18-01/11:20
------ ---- ------------ -- ------- ------ ------- ----- - ----------. --------------- -------
PARAMETER 10382-11 10382-12 10382-13 10382-14 10382-15
--------------------------------------- -------------------- --------------------
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
<40 <40
1 1
01.24.01 01.24.01
01.25.01 01.25.01
0124I 0124!
140 <3.0
10 1
01.24.01 01.24.01
01.28.01 01.28.01
0124G 0124G
<50 <50
1 1
01.24.01 01.24.01
01.25.01 01.25.01
0124I 0124I
<40
1
01.24.01
01.25.01
0124I
<3.0
1
01.24.01
01.28.01
0124G
<50
1
01.24.01
01.25.01
0124I
STL Savannah is a part of Severn Trent Laboratories, Inc.
<40
1
01.24.01
01.25.01
0124I
<3.0
1
01.24.01
01.28.01
0124G
<50
1
01.24.01
01.25.01
0124I
<40
1
01.24 .01
01.25.01
0124I
<3.0.
1
01.24.01
01.28.01
0124G
<50
1
01.24.01
01.25.01
0124I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
SEVERN
SERVICES
5102 LaRoche Avenue • Savannah, GA 31404 • Tel: [phone] • Fax: [phone] • www.stl-inc.com STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO: Sl-10382
Received: 20 JAN 01
Reported: 31 JAN 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 11471021
Page 17
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
10382-11 DUP-1 01-18-01
10382-12 MW-2A 01-17-01/16:45
10382-13
10382-14
10382-15
PARAMETER
DUP-2
UD Effluent
UD Influent
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
-----------------------------
10382-11 10382-12
--------------------
75 34
1 1
01.24 .01 01.24 .01
01.25.01 01.25 .01
0124I 0124I
0.97 <0.30
1 1
01.24.01 01.24.01
01. 29. 01 01.29.01
0124G 0124G
<10 <10
1 1
01. 24. 01 01.24.01
01.29.01 01.29.01
0124I 0124I
--------------------
01-17-01
01-18-01/11:15
01-18-01/11: 20
10382-13 10382-14 10382-15
----------
24
1
01.24.01
01.25.01
0124I
<0.30
1
01.24.01
01.29.01
0124G
<10
1
01.24.01
01.29.01
0124I
----------
<20
1
01.24.01
01.25.01
0124I
<0.30
1
01.24.01
01. 29. 01
0124G
<10
1
01.24.01
01.29.01
0124I
----------
<20
1
01.24.01
01.25.01
0124I
<0.30
1
01.24 .01
01.29.01
0124G
<10
1
01.24 .01
01.29.01
0124I
----------
STL Savannah is a part of Severn Trent Laboratories, Inc.
I
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I
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I
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SEVERN
5102 LaRoche Avenue • Savannah, GA 31404 • Tel: [phone] • Fax: [phone] • www.sU-inc.com STL Savannah
LOG NO
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
SAMPLE DESCRIPTION, LIQUID SAMPLES
LOG NO: Sl-10382
Received: 20 JAN 01
Reported: 31 JAN 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 11471021
Page 18
DATE/
TIME SAMPLED
------------------------------ ------------------------------ -- -- -------------------
10382-11 DUP-1 01-18-01
10382-12 MW-2A 01-17-01/16:45
10382-13 DUP-2 01-17-01
10382-14 UD Effluent 01-18-01/11:15
10382-15 UD Influent 01-18-01/11:20
-----------------------------------------------------------------------------------
PARAMETER 10382-11 10382-12 10382-13 10382-14 10382-15
----------------------------------------
Suspended Solids (160.2), mg/1 100 8.0 8.5 <5.0 <5. 0
Dilution Factor 1 1 1 1 1
Prep Date 01.24.01 01.24.01 01.24.01 01.24.01 01.24.01
Analysis Date 01.25.01 01.25.01 01.25.01 01.25.01 01.25.01
Batch ID 0124A 0124A 0124A 0124A 0124A
----------------------------------------
STL Savannah is a part of Severn Trent Laboratories, Inc.
I
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SEVERN
5102 LaRoche Avenue • Savannah, GA 31404 • Tel: [phone] • Fax: [phone] • www.stl-inc.com STL Savannah
LOG NO
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
SAMPLE DESCRIPTION, LIQUID SAMPLES
LOG NO: Sl-10382
Received: 20 JAN 01
Reported: 31 JAN 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 11471021
Page 19
DATE/
TIME SAMPLED
10382-16 MS Influent 01-18-01/14:05
10382-17 MS Effluent 01-18-01/14:00
PARAMETER 10382-16 10382-17
Purgeable Aromatics (8021)
Acetone, ug/1
Benzene, ug/1
Toluene, ug/1
Total Xylenes, ug/1
Surrogate -a, a, a-Trifl11orotoluene
Dilution Factor
• Analysis Date
Batch ID
Purgeable Halocarbons (8021)
Chloroform, ug/1
1,1-Dichloroethane, ug/1
1,1-Dichloroethene, ug/1
1,2-Dichloroethene (total), ug/1
Methylene chloride (Dichloromethane), ug/1
1,1,1-Trichloroethane, ug/1
Trichloroethene, ug/1
Tetrachloroethene, ug/1
Vinyl chloride, ug/1
Surrogate -Bromochloromethane
Dilution Factor
Analysis Date
Batch ID
<100
<10
<10
<30
100 %-
10
01.26.01
1B0125
<10
<10
75
10
<20
<10
10
<10
<10
100 %-
10
01.26.01
1B0126
----------
STL Savannah is a part of Severn Trent Laboratories, Inc.
<10
<1.0
<1.0
<3. 0
100 %-
1
01.26.01
1B0126
<1.0
<1.0
<1.0
<1.0
<2.0
<1.0
<1.0
<1.0
<1.0
86 %-
1
01.26.01
1B0126
--------------------
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I
I
I
I
I
SEVERN
5102 LaRoche Avenue • Savannah, GA 31404 • Tel: [phone] • Fax: [phone] • www.stl-inc.com STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO: Sl-10382
Received: 20 JAN 01
Reported: 31 JAN 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 11471021
Page 20
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
----- ----- --------------- ------ --- ---------- -- ------ ---- ---- -----------------------
10382-16
10382-17
MS Influent
MS Effluent
01-18-01/14:05
01-18-01/14:00
-----------------------------------------------------------------------------------
PARAMETER 10382-16 10382-17
--------------------------------------- ------------------------------ ----------
Barium (6010)
Barium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Beryllium (6010)
Beryllium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Chromium (6010)
Chromium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
98
1
01.24.01
01.25.01
0124I
<5.0
1
01.24.01
01.25.01
0124I
<10
l
01.24.01
01.25 .01
0124I
200
1
01.24.01
01.25.01
0124I
<5.0
1
01.24.01
01.25.01
0124I
<10
l
01.24.01
01.25.01
0124I
--------------------------------------- ---------- -------------------- ----------
STL Savannah is a part of Severn Trent Laboratories, Inc.
I
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I
SEVERN
5102 LaRoche Avenue • Savannah, GA 31404 • Tel: [phone] • FaK: 912 352 0165 • www.stl-inc.com STL Savannah
LOG NO
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
SAMPLE DESCRIPTION, LIQUID SAMPLES
LOG NO: Sl-10382
Received: 20 JAN 01
Reported: 31 JAN 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 11471021
Page 21
DATE/
TIME SAMPLED
-------------------- --------- -- -- ------- -- --------------- - ---- --- ---- - -------------
10382-16 MS Influent 01-18-01/14:05
10382-17 MS Effluent 01-18-01/14:00
----- - - --- ----------------------- ------- -- -- ------------- --- -------- -- -- -- ---------
PARAMETER
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
10382-16 10382-17
<5.0
l
01.24.01
01.25.01
0124I
<40
l
01.24.01
01.25.01
0124I
<3.0
l
01.24.01
01.28.01
0124G
36
l
01. 24. 01
01.25.01
0124I
<40
l
01.24.01
01.25.01
0124I
<3.0
l
01.24 .01
01.28.01
0124G
--------------------------------------------------------------------- ----------
STL Savannah is a part of Severn Trent Laboratories, Inc.
I
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SEVERN
\ T:,R ENT
SERVICES
5102 LaRoche Avenue • Savannah, GA 31404 • Tel: [phone] • Fax: [phone] • www.stl-inc.com STL Savannah
LOG NO
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
SAMPLE DESCRIPTION, LIQUID SAMPLES
LOG NO: Sl-10382
Received: 20 JAN 01
Reported: 31 JAN 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 114 71021
Page 22
DATE/
TIME SAMPLED
----------------------- ----------------------- ---- ------------------------------- --
10382-16 MS Influent 01-18-01/14:05
10382-17 MS Effluent 01-18-01/14:00
-----------------------------------------------------------------------------------
PARAMETER 10382-16 10382-17
----------------------------------------------------------- --------------------
Vanadium (6010)
Vanadium, ug/1
Dilution Factbr
Prep Date
Analysis Date
Batch ID
Zinc (6010), ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Cadmium (7131)
Cadmium, ug/1
Dilution Factor
Prep Date
Analysis Date
<50
1
01.24.01
01.25.01
0124I
<20
1
01.24 .01
01.25.01
0124:r.
<0.30
1
01.24.01
01.29.01
<50
1
01.24.01
01. 25. 01
0124I
<20
1
01. 24. 01
01.25.01
0124I
<0.30
1
01.24.01
01.29.01
Batch ID 0124G 0124G
-------------------------------------------------------------------------------
STL Savannah is a part of Severn Trent Laboratories, Inc.
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SEVERN
5102 LaRoche Avenue • Savannah, GA 31404 • Tel: [phone] • Fax: [phone] • www.stl-inc.com STL Savannah
LOG NO
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
SAMPLE DESCRIPTION, LIQUID SAMPLES
10382-16 MS Influent
10382-17 MS Effluent
LOG NO: Sl-10382
Received: 20 JAN 01
Reported: 31 JAN 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 11471021
DATE/
TIME SAMPLED
01-18-01/14:05
01-18-01/14:00
Page 23
PARAMETER 10382-16 10382-17
Antimony (7041)
Antimony, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Suspended Solids (160.2), mg/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
<10
1
01.24.01
01.29.01
0124I
<10
1
01.24.01
01.30.01
0124I
<5.0 8.5
1 1
01.24.01 01.24.01
01.25.01 01.25.01
0124A 0124A
STL Savannah is a part of Severn Trent Laboratories, Inc.
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SEVERN
5102 laRoche Avenue • Savannah, GA 31404 • Tel: [phone] • Fax: [phone] • www.stl-inc.com STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO: Sl-10382
Received: 20 JAN 01
Reported: 31 JAN 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 11471021
Page 24
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
-----------------------------------------------------------------------------------
10382-18
10382-19
10382-20
10382-21
10382-22
MW-15
MW-23
MW-13
MW-19
MW-9
01-18-01/13:45
01-18-01/09:30
01-17-01/14:00
01-18-01/08:45
01-17-01/17:20
-----------------------------------------------------------------------------------
PARAMETER 10382-18 10382-19 10382-20 10382-21 10382-22
-------------------------------------------------------------------------------
Mercury (7470)
Mercury, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
0.96 <0.20 0.43
1 1 1
01.24.01 01.24.01 01.24.0.
01.24.01 01.24.01 01.24.01
0124R 0124R 0124R
------------------------------
STL Savannah is a part of Severn Trent Laboratories, Inc.
0.35 <0.20
1 1
01.24.01 01. 24. 0'.'
01.24.01 01.24.Ul
0124R 0124R
---------- ----------
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SEVERN
SERVICES
5102 LaRoche Avenue • Savannah, GA 31404 • Tel: [phone] • Fax: [phone] • www.stl-inc.com STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO: Sl-10382
Received: 20 JAN 01
Reported: 31 JAN 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 11471021
Page 25
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
10382-23
PARAMETER
DUP-1
Mercury (7470)
10382-23
Mercury, ug/1 1.2
Dilution Factor
Prep Date
Analysis Date
Batch ID
1
01.24.01
01.24.01
0124R
STL Savannah is a part of Severn Trent Laboratories, Inc.
01-18-01
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SEVERN
. TRENT
SERVICES
5102 LaRoche Avenue • Savannah, GA 31404 • Tel: [phone] • Fax: [phone] • www.stl-inc.com STL Savannah
LOG NO
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
SAMPLE DESCRIPTION, LIQUID SAMPLES
LOG NO: Sl-10382
Received: 20 JAN 01
Reported: 31 JAN 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 11471021
Page 26
DATE/
TIME SAMPLED
10382-24 Trip Blank 1 01-18-01
PARAMETER
Purgeable Aromatics (8021)
Acetone, ug/1
Benzene, ug/1
Toluene, ug/1
Total Xylenes, ug/1
Surrogate -a,a,a-Trifluorotoluene
Dilution Factor
Analysis Date
Batch ID
Purgeable Halocarbons (8021)
Chloroform, ug/1
1,1-Dichloroethane, ug/1
1,1-Dichloroethene, ug/1
1,2-Dichloroethene (total), ug/1
Methylene chloride (Dichloromethane), ug/1
1,1,1-Trichloroethane, ug/1
Trichloroethene, ug/1
Tetrachloroethene, ug/1
Vinyl chloride, ug/1
Surrogate -Bromochloromethane
Dilution Factor
Analysis Date
Batch ID
10382-24
<10
<1.0
<1.0
<3.0
100 %
1
01.26.01
1B0126
<1.0
<1.0
<1.0
<1.0
<2.0
<1.0
<1.0
<1.0
<1.0
87 %-
1
01.26.01
1B0126
STL Savannah is a part of Severn Trent Laboratories, Inc:
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SEVERN
5102 LaRoche Avenue • Savannah, GA 31404 • Tel: [phone] • Fax: [phone] • www.st!-inc.com STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO: Sl-10382
Received: 20 JAN 01
Reported: 31 JAN 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 11471021
Page 27
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
---------- ------- --- --------- --------- ------------ ------- ------- ------------ -------
10382-25
10382-26
10382-27
10382-28
10382-29
Method Blank
Reporting Limit (RL)
Lab Control Standard Result
Lab Control Standard Duplicate Result
Spike Amount Added, LCS/LCSD
---- ------ ---- ---- --------- -- ----- -- ----- -- ----------------------------------------
PARAMETER
Purgeable Aromatics (8021)
Acetone, ug/1
Benzene, ug/1
Toluene, ug/1
Total Xylenes, ug/1
Surrogate -
a,a,a-Trifluorotoluene
Dilution Factor
Analysis Date
Batch ID
10382-25 10382-26 10382-27
------------------------------
<10 10 390
<1.0 1.0 23
<1.0 1.0 22
<3.0 3.0
103 .%-110 %-
1 1
01.25.01 01.25 .01
1B0125 1B0125
------------------------------
STL Savannah is a part of Severn Trent Laboratories, Inc.
10382-28 10382-29
--------------------
370 400
22 20
21 20
113 %-
1
01.25.01
1B0125
--------------------
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SEVERN
t'•R.ENT .
SERVICES
5102 LaRoche Avenue • Savannah, GA 31404 • Tel: [phone] • Fax: [phone] • www.stl•inc.com STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO: Sl-10382
Received: 20 JAN 01
Reported: 31 JAN 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 11471021
Page 28
LOG NO
DATE/
SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
---------- ------------------ ------------ - ---------------------- ----------- ------ ---
10382-25
10382-26
10382-27
10382-28
10382-29
Method Blank
Reporting Limit (RL)
Lab Control Standard Result
Lab Control Standard Duplicate Result
Spike Amount Added, LCS/LCSD
-----------------------------------------------------------------------------------
PARAMETER 10382-25
------- -- ------ ------- -----------------
Purgeable Halocarbons (8021)
Chloroform, ug/1
1,1-Dichloroethane, ug/1
1,1-Dichloroethene, ug/1
1,2-Dichloroethene (total), ug/1
Methylene chloride
(Dichloromethane), ug/1
1,1,1-Trichloroethane, ug/1
Trichloroethene, ug/1
Tetrachloroethene, ug/1
Vinyl chloride, ug/1
Surrogate -Bromochloromethane
Dilution Factor
<1.0
<1.0
<1.0
<1.0
<2.0
<1.0
<1.0
<1.0
<1.0
87 %-
1
Analysis Date
Batch ID
01.25.01
180125
10382-26
1.0
1.0
1.0
1.0
2.0
1.0
1.0
1.0
1.0
Barium (6010)
Barium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
<50 50
1
01.24.01
01.26.01
01241
-------- ---------------------
10382-27
19
22·
82 ,..
1
01.25.01
1B0125
1960
1
01.24.01
01.25.01
01241
----------
STL Savannah is a part of Severn Trent Laboratories, Inc.
10382-28 10382-29
20 20
22 20
81 ,..
1
01.25.01
1B0125
1970 2000
1
01.24.01
01.25.01
01241
----------
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SEVERN
5102 LaRoche Avenue • Savannah, GA 31404 • Tel: [phone] • Fax: [phone] • www.stl-inc.com STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO: Sl-10382
Received: 20 JAN 01
Reported: 31 JAN 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 11471021
Page 29
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
---------- ------------------------ - - - - - ------------------- --------------------- ----
10382-25
10382-26
10382-27
10382-28
10382-29
Method Blank
Reporting Limit (RL)
Lab Control Standard Result
Lab Control Standard Duplicate Result
Spike Amount Added, LCS/LCSD
------ ---- ---------- ----- - --- ----- ------- --------- ------------ --------------- ------
PARAMETER 10382-25 10382-26 10382-27 10382-28 10382-29
--------------------------------------- ---------- ---------- --------------------
Beryllium (6010)
Beryllium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Chromium (6010)
Chromium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Manganese (6010)
Manganese, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
<5.0 5.0
1
01.24.01
01.26.01
0124I
<10 10
1
01.24.01
01.26.01
0124I
<5.0 5.0
1
01.24.01
01.26.01
0124I
48
1
01.24.01
01.25.01
0124I
196
1
01.24.01
01.25.01
0124I
492
1
01.24.01
01.25.01
0124I
STL Savannah is a part of Severn Trent Laboratories, Inc.
48.6
1
01.24.01
01. 25. 01
0124I
197
1
01.24.01
01.25.01
0124I
495
1
01. 24. 01
01.25.01
0124I
200
500
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SEVERN
5102 LaRoche Avenue • Savannah, GA 31404 • Tel: [phone] • Fax: [phone] • www.stl-inc.com STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO: Sl-10382
Received: 20 JAN 01
Reported: 31 JAN 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 11471021
Page 30
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
10382-25
10382-26
10382-27
10382-28
10382-29
Method Blank
Reporting Limit (RL)
Lab Control Standard Result
Lab Control Standard Duplicate Result
Spike Amount Added, LCS/LCSD
------ - - - -------------- - - ---------- - ------------------------------------ -------- ---
PARAMETER 10382-25 10382-26 10382-27 10382-28 10382-29
--------------------------------------- ----------------------------------------
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 40
1
01.24 .01
01.26.01
0124I
<3.0 3.0
1
01.24.01
01.28.01
0124G
<50 50
1
01.24.01
01.26.01
0124I
482 486
1 1
01.24.01 01.24.01
01.25.01 01.25.01
0124I 0124I
46.0 47.6 50.0
1 1
01.24.01 01.24.01
01.28.01 01.28.01
0124G 0124G
474 477 500
1 1
01.24.01 01.24.01
01.25.01 01.25.01
0124I 0124I
STL Savannah 1s a part of Severn Trent Laboratories, Inc.
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SEVERN
· TR);:NT
SERVICES
5102 LaRoche Avenue • Savannah, GA 31404 • Tel: [phone] • Fax: [phone] • www.stl-inc.com STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO: Sl-10382
Received: 20 JAN 01
Reported: 31 JAN 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 11471021
Page 31
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
-----------------------------------------------------------------------------------
10382-25
10382-26
10382-27
10382-28
10382-29
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
10382-25
----------
<20
1
01.24.01
01.26.01
0124I
<0.30
1
01.24.01
01.29.01
0124G
<10
1
01.24.01
01.29 .01
10382-26
----------
20
0.30
10
10382-27
----------
483
1
01.24.01
01.25.01
0124I
5.38
1
01.24.01
01.29.01
0124G
488
10
01.24.01
01.29.01
10382-28
----------
486
1
01.24.01
01.25.01
0124I
5.41
1
01. 24. 01
01.29.01
0124G
501
10
01.24.01
01.29.01
Batch ID 0124I 0124I 0124I
10382-29
----------
500
5.00
500
--------------------------------------- ---------- ---------- --------------------
STL Savannah is a part of Severn Trent Laboratories, Inc.
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SEVERN
t,TR,ENT,,
SERVICES
5102 LaRoche Avenue • Savannah, GA 31404 • Tel: [phone] • Fax: [phone] • www.stl-inc.com STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO: S1-10382
Received: 20 JAN 01
Reported: 31 JAN 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 11471021
Page 32
LOG NO
DATE/
SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
10382-25 Method Blank
10382-26 Reporting Limit (RL)
10382-27 Lab Control Standard Result
10382-28 Lab Control Standard Duplicate Result
10382-29 Spike Amount Added, LCS/LCSD
PARAMETER 10382-25 10382-26 10382-27 10382-28 10382-29
Mercury (7470)
Mercury, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Suspended Solids (160.2), mg/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
<0.20 0.20
1
01.24.01
01.24.01
0124R
<5.0
1
01. 24. 01
01.25.01
0124A
5.0
2.46
1
01.24.01
01.24.01
0124R
106
1
01.24.01
01.25 .01
0124A
----------
STL Savannah is a part of Severn Trent Laboratories, Inc.
2.35
1
01. 24. 01
01.24.01
0124R
105 100
1
01.24.01
01.25 .01
0124B
----------
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5102 laRoche Avenue • Savannah, GA 31404 • Tel: [phone] • Fax: [phone] • www.stl~nc.com
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
SEVERN
STL Savannah
LOG NO: Sl-10382
Received: 20 JAN 01
Reported: 31 JAN 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 11471021
REPORT OF RESULTS
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
10382-30
10382-31
10382-32
10382-33
10382-34
LCS/LCSD %-Recovery
LCS Accuracy Control Limit (%-R)
Method Blank
Lab Control Standard Result
Lab Control Standard Duplicate Result
PARAMETER 10382-30 10382-31 10382-32
Purgeable Aromatics (8021)
Acetone, ug/1
Benzene, ug/1
Toluene, ug/1
98/92 %-
115/110 %-
110/105 %-
40-130 %-
48-152 %-
62-133 %-
Surrogate -a,a,a-Trifluorotoluene 70-130 \
Total Xylenes, ug/1
Dilution Factor
Analysis Date
Batch ID
<10
<1.0
<1.0
97 %-
<3.0
1
01.29.01
1B0129
----------
STL Savannah is a part of Severn Trent Laboratories, Inc.
10382-33
380
21
20
107 %-
1
01.29.01
1B0129
----------
Page 33
10382-34
390
22
22
103 %-
1
01.29.01
1B0129
----------
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SEVERN
5102 LaRoche Avenue • Savannah, GA 31404 • Tel: [phone] • Fax: [phone] • www.stl-inc.com STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO: Sl-10382
Received: 20 JAN 01
Reported: 31 JAN 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 11471021
Page 34
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
-------- -- ------------------------ ----------- ----- ------------ ---------------------
10382-30
10382-31
10382-32
10382-33
10382-34
LCS/LCSD \ Recovery
LCS Accuracy Control Limit (\R)
Method Blank
Lab Control Standard Result
Lab Control Standard Duplicate Result
------- ---------- -------------------- -------------- ----- -- -------------------------
.PARAMETER 10382-30
Purgeable Halocarbons (8021)
1,1-Dichloroethene, ug/1
Trichloroethene, ug/1
95/100 Ir
110/110 Ir
Surrogate -Bromochloromethane
Chloroform, ug/1
1,1-Dichloroethane, ug/1
1,2-Dichloroethene (total), ug/1
Methylene chloride·
(Dichloromethane), ug/1
1,1,1-Trichloroethane, ug/1
Tetrachloroethene, ug/1
Vinyl chloride, ug/1
Dilution Factor
Analysis Date
Batch ID
Barium (6010)
Barium, %-
Dilution Factor
Prep Date
Analysis Date
Batch ID
98/99 %-
----------
10382-31
28-167 Ir
35-146 Ir
70-130 Ir
75-125 %-
----------
10382-32
<1.0
<l.0
73 Ir
<1.0
<1.0
<1.0
<2.0
<1.0
<1.0
<1.0
1
01.29 .01
1B0129
<50
1
01.24.01
01.25.01
0124I
----------
STL Savannah is a part of Severn Trent Laboratories, Inc.
10382-33
18
20
77 "
1
01.29.01
1B0129
2100
1
01.24.01
01.25.01
0124I
----------
10382-34
20
22
85 %-
1
01.29 .01
1B0129
2100
1
01.24 .01
01.25 .01
0124I
----------
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SEVERN
: :f'R•ENT
SERVICES
5102 LaRoche Avenue • Savannah, GA 31404 • Tel: [phone] • Fax: [phone] • www.stl•inc.com STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO: Sl-10382
Received: 20 JAN 01
Reported: 31 JAN 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 11471021
Page 35
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
-----------------------------------------------------------------------------------
10382-30
10382-31
10382-32
10382-33
10382-34
LCS/LCSD % Recovery
LCS Accuracy Control Limit (%R)
Method Blank
Lab Control Standard Result
Lab Control Standard Duplicate Result
---------- ------------------ --------------------------------- - ---------------------
PARAMETER' 10382-30 10382-31 10382-32 10382-33 10382-34
-------------------------------------------------------------------------------
Beryllium (6010)
Beryllium, %
Dilution Factor
Prep Date
Analysis Date
Batch ID
Chromium (6010)
Chromium, \
Dilution Factor
Prep Date
Analysis Date
Batch ID
Manganese (6010)
96/97
98/99
%-75-125 %
%-75-125 %
Manganese, % 98/99 % 75-125 %
Dilution Factor
Prep Date
Analysis Date
Batch ID
--------------------------------------- ----------
<5.0
1
01.24.01
01.25.01
01241
<10
1
01.24.01
01.25.01
01241
<5.0
1
01.24.01
01.25.01
01241
----------
STL Savannah is a part of Severn Trent Laboratories, Inc.
51.3 51 .4
1 1
01.24.01 01.24.01
01.25.01 01.25.01
01241 01241
208 209
1 1
01.24.01 01.24.01
01.25.01 01.25.01
01241 01241
513 513
1 1
01.24.01 01. 24. 01
01.25.01 01. 25. 01
01241 01241
--------------------
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SEVERN
5102 LaRoche Avenue • Savannah, GA 31404 • Tel: [phone] • Fax: [phone] • www.sll-inc.com STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO: Sl-10382
Received: 20 JAN 01
Reported: 31 JAN 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 11471021
Page 36
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
10382-30
10382-31
10382-32
10382-33
10382-34
LCS/LCSD % Recovery
LCS Accuracy Control Limit (%R)
Method Blank
Lab Control Standard Result
Lab Control Standard Duplicate Result
PARAMETER 10382-30 10382-31 10382-32 10382-33 10382-34
Nickel (6010)
Nickel, %
Dilution Factor
Prep Date
Analysis Date
Batch ID
Lead (7421)
Lead, %
Dilution Factor
Prep Date
Analysis Date
Batch ID
Vanadium (6010)
96/97 % 75-125 % <40 522 5~~
92/95 %
1
0124G
80-120 %
1 1 1
01.24.01 01.24.01 01.24.01
01.25.01 01.25.01 01.25.01
01241 01241 01241
<3 .0 42.7 42.9
1 1 1
01.24.01 01.24.01 01.24.01
01.28.01 01.28.01 01.28 .01
0124H 0124H 0124H
Vanadium, % 95/95 % 75-125 % <50 508 509
Dilution Factor 1 1 1
Prep Date 01.24.01 01.24.01 01.24.01
Analysis Date 01.25.01 01.25.01 01.25.01
Batch ID 01241 01241 01241
------------------------------
STL Savannah is a part of Severn Trent Laboratories, Inc.
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SEVERN
5102 LaRoche Avenue • Savannah, GA 31404 • Tel: [phone] • Fax: [phone] • www.stl-inc.com STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO: Sl-10382
Received: 20 JAN 01
Reported: 31 JAN 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 11471021
Page 37
LOG NO
DATE/
SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
---------- ------- ------------- -- ---------------------------- --- --------------------
10382-30 LCS/LCSD % Recovery
10382-31 LCS Accuracy Control Limit (%R)
10382-32 Method Blank
10382-33
10382-34
Lab Control Standard Result
Lab Control Standard Duplicate Result
-----------------------------------------------------------------------------------
PARAMETER 10382-30 10382-31 10382-32 10382-33 10382-34
----------------------------------------------------------- --------------------
Zinc (6010), % 97 /97 % 75-125 % <20 524 523
Dilution Factor 1 1 1
Prep Date 01.24.01 01.24 .01 01.24.01
Analysis Date 01.25.01 01.25.01 01.25.01
Batch ID 0124I 0124I 0124I
Cadmium (7131)
Cadmium, % 108/108 % 80-120 % <0.30 5.28 5.29
Dilution Factor 1 1 1 1
Prep Date 01.24.01 01.24.01 01.24.0i
Analysis Date 01.29.01 01.29 .01 01.29.01
Batch ID 0124G 0124H 0124H 0124H
Antimony (7041)
Antimony, % 98/100 % 80-120 % <10 468 491
Dilution Factor 10 1 10 10
Prep Date 01.24.01 01.24.01 01.24 .01
Analysis Date 01.30.01 01.30.01 01.30 .01
Batch ID 0124I 0124H 0124H 0124H
------------------ ----- ----------------------------------------------------~--·
STL Savannah is a part of Severn Trent Laboratories, Inc.
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5102 LaRoche Avenue • Savannah, GA 31404 • Tel: [phone] • Fax: [phone] • www.stl•inc.com STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO: Sl-10382
Received: 20 JAN 01
Reported: 31 JAN 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 11471021
Page 38
LOG NO
10382-30
10382-31
10382-32
10382-33
10382-34
DATE/
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 10382-30 10382-31 10382-32 10382-33 10382-34
Mercury (7470)
Mercury, %
Dilution Factor
Batch ID
98/94 % 80-120 %
1
0124R
Suspended Solids (160.2), mg/1 106/105 % 80-120 %
Dilution Factor 1
Prep Date
Analysis Date
Batch ID 0124A
<5.0
1
01.24.01
01.25.01
0124A
----------
STL Savannah is a part of Severn Trent Laboratories, Inc.
106 105
1 1
01.24.01 01.24.01
01.25.01 01.25.01
0124A 0124B
--------------------
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SEVERN
5102 LaRoche Avenue • Savannah, GA 31404 • Tel: [phone] • Fax: [phone] • www.stl-inc.com STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO: Sl-10382
Received: 20 JAN 01
Reported: 31 JAN 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 11471021
Page 39
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
10382-35 LCS/LCSD % Recovery
------------------- ------------ -- -- ---------------------- --- -----------------------
PARAMETER
Purgeable Aromatics (8021)
Acetone, ug/1
Benzene, ug/1
Toluene, ug/1
Purgeable Halocarbons (8021)
1,1-Dichloroethene, ug/1
Trichloroethene, ug/1
Barium (6010)
Barium, %
Beryllium (6010)
Beryllium, %-
Chromium (6010)
Chromium, %'
Manganese (6010)
Manganese, %-
Nickel (6010)
Nickel, %-
Dilution Factor
Batch ID
10382-35
95/98 %-
105/110 %-
100/110 %-
90/100 %-
100/110 %-
105/105 %-
103/103 %-
104/104 %-
103/103 %
104/104 %-
------------------------------------------------- ---------- ---------- ----------
STL Savannah is a part of Severn Trent Laboratories, Inc.
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SEVERN
SERVICES
5102 LaRoche Avenue • Savannah, GA 31404 • Te!: 912 354 7858 • Fax: [phone] • www.stl-inc.com STL Savannah
Mr. Bric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO; Sl-10382
Received: 20 JAN 01
Reported: 31 JAN 01
Project; Macon Dockery/1900000101»
Sampled By; Client
Code; 11471021
Page 40
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
10382-35 LCS/LCSD %-Recovery
PARAMETER
Lead (7421)
Lead, %-
Dilution Factor
Batch ID
Vanadium (6010)
Vanadium, %-
Zinc (6010), %-
Cadmium (7131)
Cadmium, %-
Dilution Factor
Batch ID
Antimony (7041)
Antimony, %-
Dilution Factor
Batch ID
Mercury (7470)
Mercury, mg/1
Suspended Solids (160.2), mg/1
Dilution Factor
Batch ID
10382-35
85/86 %-
1
0124H
102/102 %-
105/105 %-
106/106 %-
1
0124H
94/98 %-
10
0124H
106/105 %-
1
0124A
--------------------------------------- ---------- ---------- --------------------
STL Savannah is a part of Severn Trent laboratories, Inc.
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SEVERN
5102 LaRoche Avenue • Savannah, GA 31404 • Tel: [phone] • Fax: [phone] • www.stl-inc.com STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO: Sl-10382
Received: 20 JAN 01
Reported: 31 JAN 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 11471021
Page 41
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
10382-36
10382-37
MS t Recovery (MW-11)
MSD t Recovery (MW-11)
--- - ---- --- - - ---------- - ----- --- - --- ---------------------- --------------------- -- --
PARAMETER 10382-36 10382-37
--------------------------------------- ---------- ------------------------------
Purgeable Aromati_cs (8021)
Acetone, ug/1
Benzene, ug/1
Toluene, ug/1
Surrogate -a, a, a-Trifl'J•Jrotoluene
Dilution Factor
Analysis Date
Batch ID
Purgeable Halocarbons (8021)
1,1-Dichloroethene, ug/1
Trichloroethene, ug/1
Surrogate -Bromochloromethane
Dilution Factor
Analysis Date
Batch ID
Barium (6010)
Barium, !fr
Dilution Factor
Prep Date
Analysis Date
Batch ID
98 t
115 t
115 t
103 ,.
1
01.29.01
1B0129
120 t
125 t
88 t
1
01.29.01
1B0129
95 t
1
01.24.01
01.25.01
01241
STL Savannah is a part of Severn Trent Laboratories, Inc.
100 t
115%
115%
103 t
1
01.29.01
1B0129
110 t
115 t
83 t
1
01.29.01
1B0129
94 t
1
01.24.01
01.25.01
01241
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SEVERN
· T R·E NT
SERVICES
5102 LaRoche Avenue • Savannah, GA 31404 • Tel: [phone] • Fax: [phone] • www.stl-inc.com STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO: Sl-10382
Received: 20 JAN 01
Reported: 31 JAN 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 11471021
Page 42
LOG NO
10382-36
10382-37
DATE/
SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
MS% Recovery (MW-11)
MSD % Recovery (MW-11)
PARAMETER 10382-36 10382-37
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
94 %
l
01.24.01
01.25.01
0124I
98 %-
1
01. 24. 01
01.25.01
0124I
92 %
1
01.24.01
01.25.01
0124I
STL Savannah is a part of Severn Trent laboratories, Inc.
92 %-
l
01.24.01
01.25.01
0124I
100 %-
l
01.24.01
01.25.01
0124I
93 %-
1
01.24.01
01.25.01
0124I
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SEVERN
SERVICES
5102 LaRoche Avenue • Savannah, GA 31404 • Tel: [phone] • Fax: [phone] • www.stl-inc.com STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO: Sl-10382
Received: 20 JAN 01
Reported: 31 JAN 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 11471021
Page 43
LOG NO
DATE/
SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
---- ----------------------------------------- - ---------- ----------- -- --------------
10382-36
10382-37
MS% Recovery (MW-11)
MSD % Recovery (MW-11)
-----------------------------------------------------------------------------------
PARAMETER 10382-36 10382-37
--------------------------------------- ---------- ---------- --------------------
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
97 %
1
01.24.01
01.25.01
01241
89 %
1
01.24.01
01.28.01
0124G
92 %
1
01.24.01
01.25.01
01241
STL Savannah is a part of Severn Trent Laboratories, Inc.
95 %
1
01.24.01
01.25.01
01241
93 %-
1
01.24.01
01.28.01
0124G
91 %-
1
01.24.01
01.25.01
01241
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SEVERN
5102 LaRoche Avenue • Savannah, GA 31404 • Tel: [phone] • Fax: [phone] • www.stl-inc.com STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO: Sl-10382
Received: 20 JAN 01
Reported: 31 JAN 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 11471021
Page 44
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
-- ---------------------------------- -- -- ---------- --- ------- -----------------------
10382-36
10382-37
MS%-Recovery (MW-11)
MSD %-Recovery (MW-11)
------------------------------------------- --------------------- ----------- --------
PARAMETER 10382-36 10382-37
--------------------------------------- ---------- ---------- --------------------
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
Suspended Solids (160.2), rng/1
107 %-
1
01.24.01
01.25.01
0124I
118 %-
}
01.24.01
01.29.01
0124G
95 %
10
01. 24. 01
01.29.01
0124I
--------------------------------------- ----------
STL Savannah is a part of Severn Trent Laboratories, Inc.
116 %-
1
01.24.01
01.25.01
0124I
120 %-
1
01.24.01
01.29.01
0124G
93 %
10
01.24.01
01.29.01
0124I
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SEVERN
SERVICES
5102 LaRoche Avenue • Savannah, GA 31404 • Tel: [phone] • Fax: [phone] • www.stl-inc.com STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO: Sl-10382
Received: 20 JAN 01
Reported: 31 JAN 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 11471021
Page 45
LOG NO
DATE/
SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
---------- ----------------------------------------- ---------.. ----------------------
10382-38 MS% Recovery (MW-13)
10382-39 MSD %-Recovery (MW-13)
------- - - ------ - - --- --------------- ------------------------- ------- - - - - ---------- --
PARAMETER 10382-38 10382-39
-------------------------------------------------------------------------------
Purgeable Aromatics (8021)
Acetone, ug/1
Benzene, ug/1
Toluene, ug/1
Surrogate -a,a,a-Trifluorotoluene
Dilution Factor
Analysis Date
Batch ID
Purgeable Halocarbons (8021)
1,1-Dichloroethene, ug/1
Trichloroethene, ug/1
Surrogate -Brornochloromethane
Dilution Factor
Analysis Date
Batch ID
Barium (6010)
Barium, %'
Dilution Factor
Prep Date
Analysis Date
Batch ID
--------------------------------------- ----------
102 %-
115 %
110 %
103 %
1
01.29.01
1B0129
110 %-
110 %-
88 \-
1
01.29.01
1B0129
98 %
110 %-
110 %-
103 %-
1
01.29.01
1B0129
110 \-
115 \-
88 %-
1
01.29.01
1B0129
103 \-106 %
1 1
01.24.01 01.24.01
01.25.01 01.25.01
0124J 0124J
STL Savannah is a part of Severn Trent Laboratories, tnc.
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SEVERN
TRENT
SERVICES
5102 LaRoche Avenue • Savannah, GA 31404 • Te!: 912 354 7858 • Fax: [phone] • www.stl-inc.com STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO: Sl-10382
Received: 20 JAN 01
Reported: 31 JAN 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 11471021
Page 46
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
10382-38
10382-39
MS\-Recovery (MW-13)
MSD \-Recovery (MW-13)
PARAMETER 10382-38 10382-39
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
01. 24. OJ.
01.25.01
0124J
101 \-
1
01.24.01
01.25.01
0124J
122 \-
1
01.24.01
01.25.01
0124J
STL Savannah is a part of Severn Trent Laboratories. Inc.
102 %
1
01.24.01
01.25.01
0124J
103 \-
1
01.24.01
01.25.01
0124J
130 \-
1
01. 24. 01
01.25.01
0124J
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SEVERN
5102 laRoche Avenue • Savannah, GA 31404 • Tel: [phone] • Fax: [phone] • www.stl-inc.com STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO: Sl-10382
Received: 20 JAN 01
Reported: 31 JAN 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 11471021
Page 47
LOG NO
DATE/
SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
-----------------------------------------------------------------------------------
10382-38 MS% Recovery (MW-13)
10382-39 MSD % Recovery (MW-13)
-----------------------------------------------------------------------------------
PARAMETER 10382-38 10382-39
------------------------------------------------- ------------------------------
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
99 %
1
01.24.01
01.25.01
0124J
96 %
1
01.24.01
01.28.01
0124H
99 %
1
01.24.01
01.25.01
0124J
100 %
1
01.24.01
01.25.01
0124J
97 %
1
01.24.01
01.28.01
0124H
100 %
1
01.24.01
01.25.01
0124J
--------------------------------------- ---------- -------------------- ----------
$TL Savannah is a part of Severn Trent Laboratories, Inc.
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SEVERN
5102 LaRoche Avenue • Savannah, GA 31404 • Tel: [phone] • Fax: [phone] • www.stl•inc.com STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO: Sl-10382
Received: 20 JAN 01
Reported: 31 JAN 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 11471021
Page 48
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
10382-38
10382-39
MS% Recovery (MW-13)
MSD % Recovery (MW-13)
PARAMETER 10382-38 10382-39
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
Suspended Solids (160.2), mg/1
102 %
1
01.24.01
01.25.01
0124J
120 %
1
01.24.01
01.29.01
0124H
71 %
10
01.24.01
01.30.01
0124H
STL Savannah is a part of Severn Trent Laboratories, Inc.
104 %
1
01.24.01
01.25.01
0124J
117 %
1
01.24.01
01.29.01
0124H
63 %
10
01.24.01
01.30.01
0124H
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SEVERN
5102 LaRoche Avenue • Savannah, GA 31404 • Tel: [phone] • Fax: [phone] • www.stl-inc.com STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO: Sl-10382
Received: 20 JAN 01
Reported: 31 JAN 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 11471021
Page 49
LOG NO
DATE/
SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
------------------ -- -------- ---- -- ----- ---------------------- --- ----- ----- - - - ------
10382-38
10382-39
MS% Recovery (MW-13)
MSD % Recovery (MW-13)
---------- ---- --------- ----------- ---- --------- - --------- --- ---- -------------------
PARAMETER
Mercury (7470)
Mercury, 'Ir
Dilution Factor
Prep Date
Analysis Date
Batch ID
10382-38
123 'Ir
1
01.24.01
01.24.01
0124R
STL Savannah is a part of Severn Trent Laboratories, Inc.
10382-39
109 'Ir
1
01.24.01
01. 24. 01
0124R
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SEVERN
, TRENT
SERVICES
5102 LaRoche Avenue • Savannah, GA 31404 • Tel: [phone] • Fax: [phone] • www.stl~inc.com STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO: Sl-10382
Received: 20 JAN 01
Reported: 31 JAN 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 11471021
Page 50
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
10382-40 MS Accuracy Advisory Limit (%R)
PARAMETER
Purgeable Aromatics (8021)
Acetone, ug/1
Benzene, ug/1
Toluene, ug/1
Surrogate -a,a,a-Trifluorotoluene
Purgeable Halocarbons (8021)
1,1-Dichloroethene, ug/1
Trichloroethene, ug/1
Surrogate -Bromochloromethane
Barium (6010)
Barium, %-
Beryllium (6010)
Beryllium, %
Chromium (6010)
Chromium, t
Manganese (6010)
Manganese, %
Nickel (6010)
Nickel, %'
10382-40
40-130 %
48-152 %
62-133 %
70-130 %
28-167 %
35-146 %-
70-130 %-
75-125 %
75-125 %
75-125 %
75-125 %-
75-125 %-
STL Savannah is a part of Severn Trent Laboratories, Inc.
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SEVERN
5102 LaRoche Avenue • Savannah, GA 31404 • Tel: [phone] • Fax: [phone] • www.stl-inc.com STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO: Sl-10382
Received: 20 JAN 01
Reported: 31 JAN 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 11471021
Page 51
LOG NO
DATE/
SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
-----------------------------------------------------------------------------------
10382-40 MS Accuracy Advisory Limit (%R)
-----------------------------------------------------------------------------------
PARAMETER 10382-40
--------------------------------------- ------------------------------ ----------
Lead (7421)
Lead, %
Vanadium (6010)
Vanadium, %-
Zinc (6010), %
Cadmium (7131)
Cadmium, %-
Antimony (7041)
Antimony, \-
Suspended Solids (160.2), mg/1
Mercury (7470)
Mercury, \-
80-120 %
75-125 %
75-125 %
80-120 %
80-120 %
80-120 %
--------------------------------------- ---------- ---------- ---------- ----------
STL Savannah is a part of Severn Trent Laboratories, Inc.
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SEVERN
··TRENT
SERVICES
5102 LaRoche Avenue • Savannah, GA 31404 • Tel: [phone] • Fax: [phone] • www.stl-inc.com STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO SAMPLE DESCRIPTION, AIR SAMPLES
10382-41 Property Line
10382-42 UD Stack
10382-43 MS Stack
PARAMETER
Volatile Organics (EPA-18)
Chloromethane, mg/m3
Vinyl chloride, mg/m3
Bromomethane, mg/m3
Chloroethane, mg/m3
Trichlorofluoromethane, mg/m3
1,1-Dichloroethene, mg/m3
Carbon disulfide, mg/m3
Methylene chloride (Dichloromethane), mg/m3
trans-1,2-Dichloroethene, mg/m3
1,1-Dichloroethane, mg/m3
Vinyl acetate, mg/m3
2-Butanone (MEK), mg/m3
2,2-Dichloropropane, mg/m3
cis-1,2-Dichloroethene, mg/m3
Chloroform, mg/m3
Bromochloromethane, mg/m3
1,1,1-Trichloroethane, mg/m3
1,1-Dichloropropylene, mg/m3
Carbon tetrachloride, mg/m3
1,2-Dichloroethane, mg/m3
LOG NO: S1-10382
Received: 20 JAN 01
Reported: 31 JAN 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 11471021
10382-41
----------
<2.0
<2.0
<2.0
<2.0
<2.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<10
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
----------
DATE/
TIME SAMPLED
01-18-01/14:10
01-18-01/11:25
01-18-01/14:10
10382-42
Page 52
10382-43
--------------------
<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
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<10 <10
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <l.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
--------------------
STL Savannah is a part of Severn Trent Laboratories, Inc.
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5102 LaRoche Avenue • Savannah, GA 31404 • Tel: [phone] • Fax: [phone] • www.stl-inc.com
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
SEVERN
SERVICES
STL Savannah
LOG NO: Sl-10382
Received: 20 JAN 01
Reported: 31 JAN 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 11471021
REPORT OF RESULTS Page 53
DATE/
LOG NO SAMPLE DESCRIPTION, AIR SAMPLES TIME SAMPLED
-----------------------------------------------------------------------------------
10382-41
10382-42
10382-43
Property Line
llD Stack
MS Stack
--------------------------------------------------
PARAMETER
--------------------------------------- ----------
Benzene, mg/m3
Trichloroethene, mg/m3
1,2-Dichloropropane, mg/m3
Bromodichloromethane, mg/m3
Dibromomethane, mg/m3
trans-1,3-Dichloropropene, mg/m3
Toluene, mg/m3
cis-1,3-Dichloropropene, mg/m3
1,1,2-Trichloroethane, mg/m3
1,3-Dichloropropane, mg/m3
Tetrachloroethene, mg/m3
Dibromochloromethane, mg/m3
1,2-Dibromoethane (EDB), mg/m3
Chlorobenzene, mg/m3
Ethylbenzene, mg/m3
m&p-Xylene, mg/m3
a-Xylene, mg/m3
Styrene, mg/m3
Isopropylbenzene, mg/m3
Bromoform, mg/m3
1,1,2,2-Tetrachloroethane, mg/m3
--------------------------------------- ----------
10382-41
----------
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
----------
STL Savannah is a part of Severn Trent Laboratories, Inc.
01-18-01/14:10
01-18-01/11:25
01-18-01/14:10
10382-42 10382-43
---------- ----------
<1.0 <1.0
<1. 0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1. 0 <1.0
<1.0 <1.0
<1.0 <1. 0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
--------------------
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SEVERN
5102 LaRoche Avenue • Savannah, GA 31404 • Tel: [phone] • Fax: [phone] • www.sll-inc.com STL Savannah
Mr. Eric Hetrick
Applied Earth Sctences
814 Davidson Drive
Concord, NC 28025
LOG NO: Sl-10382
Received: 20 JAN 01
Reported: 31 JAN 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 11471021
REPORT OF RESULTS Page 54
LOG NO
----------
10382-41
10382-42
10382-43
----------
PARAMETER
SAMPLE DESCRIPTION, AIR SAMPLES
Property Line
UD Stack
MS Stack
n-Propylbenzene, mg/m3
Bromobenzene, mg/m3
1,3,5-Trimethylbenzene, mg/m3
2-Chlorotoluene, mg/m3
4-Chlorotoluene, mg/m3
t-Butylbenzene, mg/m3
1,2,4-Trimethylbenzene, mg/m3
s-Butylbenzene, mg/m3
p-Isopropyltoluene, mg/m3
1,3-Dichlorobenzene, mg/m3
1,4-Dichlorobenzene, mg/m3
n-Butylbenzene, mg/m3
1,2-Dichlorobenzene, mg/m3
l,2-Dibromo-3-chloropropane, mg/m3
Dilution Factor
Analysis Date
Batch ID
DATE/
TIME SAMPLED
01-18-01/14:10
01-18-01/11:25
01-18-01/14:10
10382-41
<1.0
<1.0
<1.0
<1.0
<1.0
<l.Cl
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
l
01.20.01
2P0119
10382-42
<1.0
<1.0
<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
01.20.01
2P0119
STL Savannah is a part of Severn Trent Laboratories, Inc.
10382-43
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<l.l.
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
l
01.20.01
2P0119
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5102 laRoche Avenue • Savannah, GA 31404 • Tel: [phone] • Fax: [phone] • www.stl-inc.com
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
SEVERN
. T,R·E NT
SERVICES
STL Savannah
LOG NO: Sl-10382
Received: 20 JAN 01
Reported: 31 JAN 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 11471021
LOG NO
10382-44
10382-45
10382-46
PARAMETER
REPORT OF RESULTS
SAMPLE DESCRIPTION, QC REPORT FOR AIR SAMPLES
Method Blank
Lab Control Standard% Recovery
LCS Accuracy Control Limit (%R)
10382-44
Page 55
DATE/
TIME SAMPLED
10382-45 10382-46
--------------------------------------- ---------- ---------- --------------------
Volatile Organics (EPA-18)
Chloromethane, mg/m3
Vinyl chloride, mg/m3
Bromomethane, mg/m3
Chloroethane, mg/m3
Trichlorofluoromethane, mg/m3
1,1-Dichloroethene, mg/m3
Carbon disulfide, mg/m3
Methylene chloride (Dichloromethane), mg/m3
trans-1,2-Dichloroethene, mg/m3
1,1-Dichloroethane, mg/m3
Vinyl acetate, mg/m3
2-Butanone (MEK), mg/m3
2,2-Dichloropropane, mg/m3
cis-1,2-Dichloroethene, mg/m3
Chloroform, mg/m3
Bromochloromethane, mg/m3
1,1,1-Trichloroethane, mg/m3
1,1-Dichloropropylene, mg/m3
Carbon tetrachloride, mg/m3
1,2-Dichloroethane, mg/m3
<2.0
<2.0
<2.0
<2.0
<2.0
<1.0 96%
<1.0
<1.0
<1.0
<1.0
<1.0
<10
<1.0
<1.0
<:1.0
<1.0
<1.0
<1.0
<1.0
<1.0
STL Savannah is a part of Severn Trent laboratories, Inc.
60-140%
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5102 LaRoche Avenue • Savannah, GA 31404 • Tel: [phone] • Fax: [phone] • www.stl-inc.com
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
SEVERN
.·-nR:ENT
SERVICES
STL Savannah
LOG NO: Sl-10382
Received: 20 JAN 01
Reported: 31 JAN 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 11471021
LOG NO
10382-44
10382-45
10382-46
REPORT OF RESULTS
SAMPLE DESCRIPTION, QC REPORT FOR AIR SAMPLES
Method Blank
Lab Control Standard% Recovery
LCS Accuracy Control Limit (%R)
PARAMETER 10382-44
· Benzene, mg /m3
Trichloroethene, rng/rn3
1,2-Dichloropropane, rng/rn3
Brornodichlorornethane, rng/m3
Dibromomethane, mg/m3
trans-1,3-Dichloropropene, mg/m3
Toluene, mg/m3
cis-1,3-Dichloropropene, mg/m3
1,1,2-Trichloroethane, mg/m3
1,3-Dichloropropane, mg/m3
Tetrachloroethene, mg/m3
Dibromochloromethane, mg/m3
1,2-Dibromoethane (EDB), mg/m3
Chlorobenzene, mg/rn3
Ethylbenzene, mg/m3
m&p-Xylene, mg/m3
a-Xylene, mg/m3
Styrene, mg/m3
Isopropylbenzene, mg/m3
Brornoforrn, mg/m3
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
1,1,2,2-Tetrachloroethane, mg/m3 <1.0
STL Savannah is a part of Severn Trent Laboratories, Inc.
DATE/
TIME SAMPLED
10382-45
102%
100%
108%
124%
Page 56
10382-46
60-140%
60-140%
60-140%
60-140%
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SEVERN
SERVICES
5102 LaRoche Avenue • Savannah, GA 31404 • Tel: [phone] • Fax: [phone] • www.stl-inc.com STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: Sl-10382
Received: 20 JAN 01
Reported: 31 JAN 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 114 71021
DATE/
LOG NO
10382-44
10382-45
10382-46
REPORT OF RESULTS
SAMPLE DESCRIPTION, QC REPORT FOR AIR SAMPLES
Method Blank
TIME SAMPLED
PARAMETER
Lab Control Standard% Recovery
LCS Accuracy Control Limit (%R)
n-Propylbenzene, mg/m3
Bromobenzene, mg/m3
1,3,5-Trimethylbenzene, mg/m3
2-Chlorotoluene, mg/m3
4-Chlorotoluene, mg/m3
t-Butylbenzene, mg/m3
1,2,4-Trimethylbenzene, mg/m3
s-Butylbenzene, mg/m3
p-Isopropyltoluerie, mg/m3
1,3-Dichlorobenzene, mg/m3
1,4-Dichlorobenzene, mg/m3
n-Butylbenzene, mg/m3
1,2-Dichlorobenzene, mg/m3
1,2-Dibromo-3-chloropropane, mg/m3
Dilution Factor
Analysis Date
Batch ID
Methods: EPA SW-846, Update III.
EPA Method: EPA-18
NC CERT# 269
10382-44 10382-45
--------------------
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<l.0
<1.0
<1.0
<1.0·.
<1.0
<1.0
<1.0
<l.0
1 1
01.20.01 01.19.01
2P0119 2P0119
----------

-
-
-
-
-
-
-
-
-
-
Page 57
10382-46
----------
----------
These test results meet all the requirements of NELAC. All questions
regarding this test report should be directed to the STL project manager who signed.this test report.
STL Savannah is a part of Severn Trent laboratories, Inc.
- -- - - - - - - -
J
SEVERN ANALYSIS REQUEST AND CHAIN OF CUSTODY RECORD
TRENT
SERVICES Severn Trent Laboratories, Inc.
PROJECT REFERENCE
~z'a
PROJECT NO. · ~o rooo \ci i
STL (LAB) PROJECT MANAGER P.O. NUMBER
CLIENT (SITE) CLIENT PHONE
J!i -1~
CLIENT i;iss th1A0b (Jr: {OfYcV d /II f :}. vdJ l
COMPANY CONTRACTING THIS WORK (if applicable)
SAMPLE
TIME SAMPLE IDENTIFICATION
MATRIX
TYPE
l I
x
RELINQUISHED BY: (SIGNATURE)
RECEIVED BY: (SIGNATURE)
RECEIVI . --
(SIGNA -2:~V',;;;;.,
□
□
□
□
--5102 LaRoche Avenue, Savannah, GA 31404
2846 Industrial Plaza Drive, Tallahassee, FL 32301
900 Lakeside Drive, Mobile, AL 36693
6712 Benjamin Road, Suite 100, Tampa, FL 33634
REQUIRED ANALYSIS
NUMBER CONTAINERS SUBMITTED
>(
)(__ X
~ Y-x ><
'-,L x X X
>(
Phone: [phone] Fax: [phone]
Phone: [phone] Fax: [phone]
Phone: [phone] Fax: [phone]
Phone: [phone] Fax: [phone]
PAG&-OF
STAN DARO REPORT
DELIVERY . □
DATEDUE i/'!Ji/.\ I
EXPEDITED REPORT
DELIVERY □
(SURCHARGE)
DATE DUE
NUMBER OF COOLERS SUBMITTED
PER SHIPMENT:
REMARKS
OATE TIME RELINQUISHED BY (SIGNATURE) DATE TIME
DATE TIME RECEIVED BY: (SIGNATURE) DATE TIME
-------------eri be...,J(JW9~ --
SEVERN ANALYSIS REQUEST AND CHAIN OF CUSTODY RECORD
TRENT
SERVICES , Severn Trent Laboratories, Inc.
STL (LAB) PROJECT MANAGER
CLIENT (SITE)
CLIENT NAME
/9//L/Etf' c/9✓.?T// 5<'/6
CLIENT ADDRESS
PROJECT NO.
/?t7
PROJECT LOC'}lJQN
STATE) /1/C
P.O. NUMBER CONTRACT NO.
CLIENT PHONE CLIENT FAX
·,P J 7fl's-?cl? 5 76"o/'} ,,-1".~-?t>'a
CLIENT E-MAIL
z;;,,;-1 < l!et,.,e kt@ c,:, row,
SI~ ,,:?/?t1;£}£{J/V £?£, ('?O,v{'O£/) /1,J{' .Z'?d'2c-
COMPANY CONTRACTING THIS WORK (if applicable)
SAMPLE
DATE TIME SAMPLE IDENTIFICATION
l/17/41
MATRIX
TYPE
RELINQUISHED BY: (SIGNATURE) DATE TIME RELINQUISHED BY: (SIGNATURE)
RECEIVED BY: (SIGNATURE) DATE TIME RECEIVED BY: (SIGNATURE)
· ,. ,. :;~~•,\l·c,--.,1r,n:::i2s
□
□
□
□
5102 LaRoche Avenue, Savannah, GA 31404
2846 Industrial Plaza Drive, Tallahassee, FL 32301
900 Lakeside Drive, Mobile, AL 36693
6712 Benjamin Road, Suite 100, Tampa, FL 33634
REQUIRED ANALYSIS
NUMBER CONTAINERS SUBMITTED
><. >< X
>( X
X
X
f-)<
X X ><
y:_ x__
Phone: [phone] Fax: [phone]
Phone: [phone] Fax: [phone]
Phone: [phone] Fax: [phone]
Phone: [phone] Fax: [phone]
PAGE / OF
STANDARD REPORT
DELIVERY )&
DATEDUE //SI /i7 I
EXPEDITED REPORT
DELIVERY
(SURCHARGE)
DATE DUE
□
NUMBER OF COOLERS SUBMITTED
PER SHIPMENT
REMARKS
DATE TIME RELINQUISHED BY: (SIGNATURE) DATE TIME
DATE TIME RECEIVED BY: (SIGNATURE) DATE TIME