NCD003446721_20010810_Celeanse Corporation - Shelby Fiber_FRBCERCLA RD_Semi-Annual Progress and O and M Report May - July 2001-OCR

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Macon/Dockery Site
Richmond County, North Carolina
-----------=======-=====
August 10, 2001
Ms. Giezelle S. Bennett
Remedial Project Manager
United States Environmental Protection Agency
Region 4
61 Forsyth Street, S.W.
Atlanta, Georgia 30303-3104
Re: Maconillockery Site -Cordova, North Carolina
Semi-Annual Progress and O&M Report -May 2001 through July 2001 .... ~
Dear Ms. Bennett:
On behalf of the Macon/Dockery Site Group ("Group"), the April 2001 through July 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 May 2001 through July
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 sampling event conducted for the period.
PROJECT TASKS INITIATED OR COMPLETED THROUGH JULY 2001:
• Weekly O & M of the systems
• Quarterly effluent sampling of the remediation systems
• Semi-annual sampling of groundwater monitoring wells and remedial systems influent
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Ms. Giezelle Bennett
August I 0, 200 I
Page No. 2
RESULTS OF SAMPLING AND TESTING AND OTHER DATA RECEIVED:
Laboratory results for the quarterly sampling of the remediation systems are included in this progress
report. Tables I to 4 summarize the effluent analytical results for the four groundwater treatment
systems. Table 5 summarizes the estimated mass volatile organic compound removal for the four
groundwater treatment systems. The effluent concentrations for the collected groundwater samples
were below the Remediation Performance Standard except for the following parameters:
Analytical Result Remediation
Sample Location Analytical Parameter Performance (ug/L) Standard (ug/L)
Upper Macon Source Manganese 110 50 Area Effluent
A review of historical laboratory analytical data from the effluent samples collected from the Upper
Macon Source Area system effluent indicates that manganese concentrations are commonly higher
than the Remediation Performance Standard of 50 parts per billion (ug/L). In a letter dated March
28, 1995, the MDSG requested that NC DENR allow for "the discharge of treated water from the
air stripper system directly to the infiltration gallery WITHOUT treating for manganese." The
request was granted by Ms. Giezelle Bennett in a letter to the MDSG dated March 28, 1995.
During the July 11, 2001 quarterly sampling event, system samples were not collected from the
Lower Dockery remedial system due to operational difficulties with the effluent transfer pump.
Upon the repair of the effluent pump, system samples will be collected and the analytical results
reported in the August 2001 through October 2001 Quarterly Monitoring Report. The section of this
report entitled "Operational Difficulties and Delays" summarize repairs and system difficulties
encountered at the site during the quarterly monitoring period.
Table 5 summarizes the groundwater analytical results of samples collected from the on site
groundwater 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.
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Ms. Giezelle Bennett
August JO, 2001
Page No. 3
The following table summarizes the remedial systems performance for the period May 1, 2001
through July 31, 2001:
Remediation Total Gallons Average Flow MassVOC Total voe Percent
System Removed For Rate For Removal For Removal Since Operational
Location Period Period Period Start-Up For Period
Upper/Lower 454, 18 I Gallons 3.50 GPM 0.18 pounds 6.72 pounds 100%
Macon
Lower 927,723 Gallons 7.16GPM 0.29 pounds 12.40 pounds 77%
Dockery
Upper 560,547 Gallons 4.33 GPM 0.48 pounds 20.63 pounds 92%
Dockery
Upper Macon 226,260 Gallons 1.75 GPM 0.99 pounds 38.14 pounds 97%
Source Area
GPM -Gallons per mmute
TASKS PLANNED FOR PERIOD AUGUST 1, 2001 THROUGH OCTOBER 31, 2001:
• Weekly O&M of systems
• Quarterly sampling of groundwater remediation systems in October 200 I.
OPERATIONAL DIFFICULTIES AND DELAYS:
• 6-19-0 I through 6-21-01 - A high-level water condition in the air stripper sump on the Lower
Dockery groundwater remediation system caused the system to shut down. The tank was drained
and the system restarted on June 21, 2001.
• 6-19-01 through 6-21-01 -A clogged flow meter caused a high-level water condition in the air
stripper sump of the Macon Source Area groundwater remediation system, causing the system
to shut down. The meter was removed, cleaned and replaced and the system restarted on June
21, 2001.
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Ms. Giezelle Bennett
August I 0, 2001
Page No. 4
• 6-29-01 through 7-5-01 -A failed electrical breaker caused the extraction wells to be inoperable
at the Upper Dockery groundwater remediation system. The breaker was replaced during the July
5, 2001 site visit and the system was restarted.
• 7-5-01 through 7-12-01 -A failed electrical contactor caused the effluent pump of the Lower
Dockery groundwater remediation system to be inoperable. The contactor was replaced during
the July 12, 200 I site visit and the system was restarted.
• 7-8-0 I through 7-12-0 I - A failed motor starter caused the Lower Dockery groundwater
remediation system to shut down. The starter was re-set and the system restarted on July 12,
2001.
/ (6M
' avid L. Jones
Project Coordinator
cc: Macon/Dockery Site Group Members
Mike Profit, COM Federal Programs
David Mattison, NC Super Fund Section
-- ----
Sample D&o
Location
2/13/96
UD Influent 2/13/96
2/14/96
2/14/96
2114196
2/\4/96
21151%
2/\ 5/96
2/16196
2/17196
2117/96
2/22/96
2/22/96
2/28/96
2/28/96
3/Sf.:16
4/3/96
4/3/96
5/3/96
615196
7/1/96
8/1/96
1 in/96
i tn/96
2/5/97
5/14/97
8n/97
11/13/97
2/5/98
5n/98
7/9/98
8n/98
11/4/98
2111199
5/12/99
8/5/99
11/3/99
519/00
86/00
1/18/01
7/1 J/01
Remed1atJ.on Performance Standard
NA"' Not Analyzed
1,1
Note: • Acetone confirmed by Method 8260
NS "'Not Sampled
-
· Dichloroethane
(ug/L)
4.8
7.7
4.3
6.5
4.4
4.0
4.5
5.5
7.5
5.7
5.5
54
4.9
6.4
6.8
5.2
3 6
3
4
2
2
6.1
<IO
NA
<25
<l.O
<1.0
<2
<1.0
<5.0
<S.O
<5.0
<5.0
<SO
<SO
<S.O
<5.0
<5.0
<5.0
<5.0
IO
3500
--
TABLE I
Groundwater Quality Summary
Upper Dockery
Macon/Dockery Site
Richmond County North Carolina '
- -
1,1 • Dichloroethene Ci!/trans• l ,2-Dichloroethene Tetrach!oroethene I ,I ,!-Trichloroethane
(ug/L) {ug/L) (ug/L) (ug/L}
!SOE Ll 1.3 54
130 <1.0 <l.O 33
89E 12 <1.0 55
100 <1.0 <LO 34
120E 14 1.3 50
110 <1.0 <1.0 48
BOE 12 14 54
140 2 <LO 56
160 <1.0 <LO 64
IBOE L7 2.1 62
120 <1.0 <1.0 42
!SOE 14 <LO 52
96 <LO <1.0 48
200E 1.9 I 19
240 <1.0 <1.0 so
130 L7 <l.O 55
!60E LI 1.6 38
92 <LO <LO 25
130 <l.0 <1.0 38
110 <LO <1.0 5.2
77 <LO <1.0 25
220 <5.0 <5.0 52
240 <10 <IO 54
NA NA NA NA
100 <25 <25 31
56 <1.0 <1.0 16
39 <1.0 <1.0 13
88 <2 <2 16
74 <IO <1.0 18
110 <5.0 <5.0 24
69 <5.0 <5.0 17
120 <5.0 <5.0 20
140 <5.0 <5.0 21
75 <5.0 <5.0 13
110 <5.0 <5.0 20
110 <5.0 <5.0 23
150 <S.O <5.0 26
64 <5.0 <5.0 8.9
62 <5.0 <5.0 IO
76 <5.0 <5.0 12
68 <5.0 <5.0 14
70 200
-- ----
Trichlor~thylene Toluene
(ug/L) (ug/L)
8 3
<1.0 <1.0
'5 <1.0
5.3 <LO
7.9 <LO
7.8 <J,0
8.3 <LO
8.6 2.8
IO <1.0
94 <1.0
6.4 <LO
5.7 <1.0
55 <1.0
5.3 <1.0
<l.O <1.0
3.8 <1.0
5.6 <1.0
3.9 <1.0
4.8 <LO
<J,0 2.8
3.6 <1.0
5.7 <5.0
<IO <IO
NA NA
<25 <25
3.5 <1.0
2.2 <LO
4.2 <2
7.3 <LO
<5.0 <5.0
<5.0 NS
64 <5.0
<5.0 <5.0
7.0 <5.0
94 <5.0
5.0 <5.0
5.0 <5.0
<5.0 <5.0
<5.0 <5.0
<5.0 <5.0
9.9 <5.0
2.8 1000
- -- - - - -
Sample Date
Loca!ion
2/13/96
UO Influent 2/13/96
2/14/96
2/14196
2114/96
2114196
2115196
2/!5/96
2116196
2/17/96
2111196
2112196
2/12196
2128/96
2/28/96
]/8/96
4/3/96
4/3/96
513196
6/5/96
7/1/96
8/1/96
lln/96
I ln/96
215191
5/14/97
sn/97
J l/13/97
2/5/98
Sn/98
7/9/98
sn/9s
11/4198
2/11/99
5/!2199
8/5/99
11/3/99
5/9/00
smoo
1/18/01
7/11/01
Remediation Perfonnance Standard
NA = Not Analy.:ed
Note: • Acetone confinned by Method 8
NS = Not Sampled
- ---
TABLE I (Continued)
Groundwater Quality Summary
Upper Dockery
Richmond County, North Carolina
Total Xylenes Acetone Chromium Barium Manganese
(ug/L) (ug/L) (ug/L) (ug/L) (ug/L)
3.1 <JO 20 92 64
<3.0 <JO <JO <SO <5.0
<3.0 <JO 12 53 14
<3.0 <JO <JO <50 <5.0
<3.0 <JO II 54 14
<3.0 <JO <JO <50 <5.0
<3.0 <JO 19 81 53
<3.0 <JO <JO <SO <5.0
<3.0 <10 II 57 II
<3.0 <10 <JO 55 12
<3.0 <JO <JO <SO <5.0
<3.0 <JO 13 <50 13
<3.0 <10 <JO <50 <5.0
<3.0 <JO II <50 7.7
<3.0 <JO <10 <50 <50
<3.0 <10 <JO <50 <5.0
<3.0 <10 II 52 <S.O
<3.0 <JO <JO <50 <5.0
<3.0 <JO 16 58 <5.0
<3.0 <JO <JO <50 <5.0
<3 0 <JO <JO <50 <5.0
<15 <50 II <50 5.5
<30 2100 19 61 9.5
NA 1so• NA NA NA
<15 <250 12 Si <5.0
<3.0 <10 <JO 58 5.3
<3.0 <JO <JO <50 <5.0
<6 <20 !4.7 55.6 10.3
<3.0 <JO 42 65 78
<15 110 16 50 58
NS NS NS NS NS
<5.0 <50 13 50 <5.0
<15 <50 23 9l 61
<15 <50 II 62 <5.0
<15 <50 13 59 7.2
<15 <50 14 66 <5.0
<15 <50 13 60 <5 0
<15 <50 14 65 <5.0
<15 <50 <JO 77 <S.O
<15 <50 <JO 110 32
<15 <50 JI 110 74
400 3500 50 1000 50
---- --11111 -
Zinc Lead Suspended Solids
(ug/L) (ug/L) (mg.IL)
33 3.1 Si
<20 <3.0 <5.0
<20 <3.0 52
<20 <30 <50
<20 <3.0 <5.0
<20 <3 0 <5.0
<20 <3.0 <S.O
<20 <3 0 <5.0
<20 <3.0 <50
<20 <3.0 8
<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 8
<20 <3.0 <5.0
<20 <3.0 <S.O
<20 <3.0 <5 0
<20 <3.0 <5.0
<20 <3.0 5
<20 <3.0 10
<20 <J.O <5.0
NA NA NA
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <J.O <5.0
<20 <3.0 <5.0
<20 <3.0 36
<20 <3.0 <5.0
NS NS NS
<20 <3.0 <5.0
<20 <3.0 %
<20 <3.0 8.0
<20 <J.O 38
<20 8.9 <50
<20 <3.0 <5.0
<20 <J.O <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 J.3 280
5000 15
-- -- --
Swnple Date
Location
UD Effluent_.,, 5/3196
6/5196
7/1/96
8/1/96
9/4/96
J0/1/96
lln/96
12/5/96
1/6/97
2/5197
3/12/97
4/8/97
5/14/97
6/6/97
712197
sn/97
9/5/97
10/2197
11/13/97
!2/5/97
1/9/98
2/5198
3/5/98
4/3/98
sn/98
6/5/98
7/9/98
817/98
9/10/98
10/2./98
I 1/4/98
12/1/98
1111199
2/! 1/99
3/5199
4/8199
5112/99
6/10/99
7/8/99
8/5/99
919199
10/14199
11/3/99
12/3/99
3/9,00
4nt00
S/9/00
619/00 ,moo
80/00
9/25/00
10/12/00
1/\8/01
5/3/01
7/11/01
Remedultlon Performance Standard
NA = Not Analyzed
1,1
-
-Dichloroethane
(ug./L)
<J.0
<LO
<1.0
<1.0
<1.0
<1.0
<LO
<LO
<1.0
<1.0
<IO
<1.0
<1.0
<1.0
<1.0
<1.0
<I 0
<1.0
<1,0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<l.O
<LO
<LO
<!.O
<1.0
<1.0
<1.0
<I 0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<1.0
<1.0
<i.O
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
3S00
----TABLE I
Groundwater Quality Summary
Upper Dockery
Macon/Dockery Site
Richmond County North Carolina ,
--
I, 1 -Dichloroethene Cis/trans-1,2-Dichloroethene Tetrachloroethene 1,1,1-Trichloroethane
(ug/L) (ug/L) (ug/L) (ug/L)
<1.0 <LO <1.0 <1.0
<1.0 <1.0 <LO <i.O
<J,0 <IO <1.0 <LO
<LO <1.0 <1.0 <1.0
<1.0 <J.0 <1.0 <1.0
<J.0 <i.O <J.O <IO
<1.0 <1.0 <LO <LO
15 <IO <IO <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<J.0 <l.0 <LO <LO
<1.0 <l.O <LO <!.O
<!.O <1.0 <l.O <LO
<1.0 <LO <LO <1.0
<l.0 <LO <LO <LO
<1.0 <1.0 <1.0 <1.0
<!.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <l.O <1.0 <1.0
<LO <1.0 <1.0 <1.0
<LO <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<l.O <1.0 <1.0 <1.0
<!.O <1.0 <1.0 <1.0
<1.0 <1,0 <I 0 <1.0
25 <I 0 <1.0 s.s
<1.0 <1.0 <LO <1.0
<1.0 <1.0 <LO <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <i.O <1.0 <1.0
<1.0 <1.0 <LO <1.0
<1.0 <1.0 <1.0 <I 0
<LO <l.O <1.0 <1.0
<i.O <1.0 <1.0 <1.0
<I 0 <l.O <1.0 <1.0
<1.0 <LO <1.0 <1.0
<1.0 <1.0 <!.O <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <LO <1.0
<i.O <1.0 <l.O <1.0
<1.0 <1.0 <LO <l.O
<1.0 <1.0 <1.0 <!.O
<1.0 <1.0 <1.0 <LO
<LO <I 0 <1.0 <1.0
2.1 <I 0 <1.0 <1.0
<!.O <1.0 <LO <1.0
<LO <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<l.O <1.0 <1.0 <i.O
<1.0 <l.O <1.0 <LO
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <LO
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <LO
70 200
NS -Not Sampled Note: • Acetone eonfinned by Method 8260
-- - - - -
T richloroethylene Toluene
(ug/L) (ug/L)
<1.0 <1.0
<1.0 3.9
<1.0 <i.O
<1.0 <1.0
<LO <1.0
<1.0 <i.O
<1.0 <LO
<1.0 <1.0
<1.0 <1.0
<1.0 <J.0
<1.0 <1.0
<1.0 <1.0
<IO <1.0
<LO <I 0
<i.O <1.0
<1.0 <i.O
<1.0 <1.0
<I 0 <1.0
<1.0 <i.O
<1.0 <1.0
<1.0 <LO
<I 0 <1.0
<1.0 <1.0
<1.0 <1.0
<LO <LO
<LO <1.0
<1.0 <LO
<1.0 <1.0
<l.O <LO
<1.0 <LO
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<LO <1.0
<1.0 <1.0
<I 0 <1.0
<LO <LO
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <LO
<LO <i.O
<LO <LO
<l.O <1.0
<l.O <1.0
<l.O <i.O
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<LO <1.0
<i.O <1.0
<LO <1.0
<1.0 <1.0
2.8 IOOO
- - ---- -Sample Dru, Location UD Effluent ,, snm, 6/5/96 7/1/96 8/1196 9/4/96 IO/I/96 I Jn/96 1115196 1/6/97 1.15/91 3/12/97 418/97 5/14/97 616191 7/2/97 sn191 9/5/97 !0/2/97 11/13/97 12/5/97 1/9/98 2/5/98 3/5/98 4/3/98 sn/9s 6/5/98 7/9/98 Bn/98 9/10/98 10/2/98 11/4/98 12/1/98 1/11/99 2/11/99 315199 4/8/99 5/12/99 6/10/99 7/8/99 8/5/99 919/99 10/14/99 I 1/3199 12/3/99 J/9,io 4n/00 S/9K>O 6/9K,O 1nK>O 8DK>O 9/25,-00 10/12/00 1/18/01 5/3/01 7/11/01 Remediation Performance Standard NA= Not Analyzed ----TABLE 1 (Continued) Groundwater Quality Summary Upper Dockery Richmond County, North Carolina Total Xylenes Acetone Chromium Barium Manganese (ug/L) (ug/L) (ug/L) (ug/1..) (ug/L) <l.O 52 <JO <SO <5.0 <l.O <JO <JO <SO <5.0 <3.0 <JO <JO <SO <S.O <3.0 20 14 SJ 7 <3.0 <JO <JO 55 <5.0 <3.0 <JO <JO <SO 5.9 <3.0 <JO JS 59 <5.0 <l.O <JO 12 54 5.1 <3.0 <JO 13 54 <5.0 <3.0 <JO JS 61 5.9 <3.0 <JO <JO 69 <5,0 <l.O <JO <JO 63 <5.0 <3.0 <JO <JO 60 7.2 <l.O <JO <JO 52 <5.0 <l.O <JO <JO 55 <5.0 <3.0 <JO <JO <SO <5.0 <3.0 <JO <JO I JO 5.2 <l.O <JO <JO SO.I <5.0 <l.O <JO 12.1 67.9 18.6 <3.0 <JO <JO <SO <5.0 <3.0 <JO II <SO <5.0 <l 0 <JO <JO <SO <5.0 <3.0 <JO <JO <200 <JS <3.0 <JO <JO <200 5.2 <3.0 <JO JO <SO <5.0 <3 0 <JO <JO 57 <5.0 <3.0 <JO <JO 51 <5.0 <3.0 <JO 13 SJ <S.O <3.0 <JO II 58 <5.0 <3.0 <25 <JO 54 <JO <l.O <JO II 6J 6.J <3.0 <25 14 6J 40 <3.0 <JO II 55 <5.0 <3.0 <JO JS 73 2l <3.0 <25 II 62 <5.0 <3.0 <JO II 54 <5.0 <3.0 <JO 12 57 <5.0 <l.O <JO ll 66 <S.O <3.0 <JO JO 64 <S.O <3.0 <JO 14 66 <5.0 <l.O <1.0 1, 61 <S_O <3.0 <JO 14 60 <S.O <3.0 <JO ll 58 <S.O <l.O <JO ll 64 <5.0 <l.O <JO 14 74 9.J <3.0 <JO <JO 160 8.0 <3.0 <JO 14 69 <5.0 <l 0 <JO <JO 79 <S.O <l.O <JO <JO 95 JO <l 0 <JO <JO 78 <SO <3.0 <JO <JO 85 <5.0 <3.0 <JO <JO 84 <S.O <3.0 <JO <JO JOO 6.J <l.O <JO 14 80 S.1 <3.0 <JO 27 79 43.0 '100 JSOO so 1000 so -- -- - - - -Zinc '-"" Suspended Solids (ug/L) (ug/L) (mg/L) <20 <l.O <S,O <20 <l.O <5.0 <20 <3.0 <5,0 <20 <l.O 8 <20 <l.O <5.0 <20 <3.0 <5.0 <20 <l.O <5.0 <20 <l.O <5.0 <20 <l.O <5.0 <20 <l.O <5.0 <20 <3.0 <5.0 <20 <3.0 <5.0 <20 <3.0 <5.0 <20 <l.O <S.O <20 <3.0 <S.O <20 <l.O <S.O <20 <3.0 <5.0 <20 <3.0 <5,0 24.8 <l.O <S.O <20 <3.0 <5.0 <20 <l.O <S.O <20 <3.0 <SO <20 <3.0 <5,0 <20 <l.O <5.0 <20 <l.O <S.0 <20 <l.O <5,0 <20 <l.O <5.0 <20 <l.O <S.0 <20 <l.O <S.O <20 <l.O <S.O <20 <l.O 12 <20 <l.O <5.0 <20 <l.O <5.0 <20 <l.O <5.0 <20 <l.O <5.0 <20 <l.O <S.O <20 <l.O <S.O <20 <l.O <S.O <20 <l.O <S.O <20 5.2 <S.O <20 <J.O <S.O <20 <l.O <S.0 <20 <l.O <5.0 <20 <l.O <5.0 <20 <l.O <5.0 <20 <3.0 <S.O <20 <3.0 <S.O <20 <J.O <S.O <20 <l.0 <S.O <20 <l.0 <S.O <20 <J.O <5.0 <20 <3.0 <5.0 <20 <3.0 <S.O <20 <l.O <5.0 27 <3.0 8.0 sooo JS
- ---- -
Sample Date Chloroform
Location (ug/L)
LD Influent 2/13/96 I.I
2/14/96 1.3
2/14/96 <1.0
2/14/96 1.6
2/14/96 <1.0
2/15/96 1.2
2/16/96 3.3
2/22/96 2.5
2/28/96 1.2
2/28/96 <l.0
3/8/96 2
4/3/96 <1.0
5/3/96 <1.0
6/5/96 <1.0
8/1/96 <2.0
11/7/96 <2.0
3/12/97 <5.0
5/14/97 <1.0
8/7/97 <l.0
11/13/97 <1.0
2/5/98 <1.0
5/7/98 <1.0
8/7/98 <1.0
11/4/98 <1.0
'2/11/99 <1.0
5/12199 <1.0
8/5/99 <l.0
11/2/99 <l.O
5/9/00 <1.0
8/3/00 <1.0
1/00/01 ..
7/11/01 ..
Remediation Performance Standard
-- ---
TABLE2
Groundwater Quality Summary
Lower Dockery
Macon/Dockery Site
Richmond County, North Carolina
- -
I, I -Dichloroethane I, 1 -Dichloroethene Cis/trans-1,2-Dichloroethene
(ug/L) (ug/L) (ug/L)
80 33 <1.0
IIOE 43 <l.O
80 13 <1.0
94E 39 1.8
64 16 2.2
82 32 1.7
95 35 2.6
5.8 100 <1.0
93E 33 <1.0
92 35 <l.O
110 47 <1.0
79 36 <l.O
71 30 1.7
67 32 I. I
83 27 <4.0
69 28 <2.0
66 21 <5.0
62 25 <1.0
47 15 <l.O
33 13 <l.O
34 7.4 <l.O
32 8.2 <1.0
39 7.6 <1.0
34 7.3 <1.0
22 4.6 <1.0
29 5.0 <1.0
22 3.6 <1.0
14 2.6 <1.0
20 2.9 <1.0
23 2.5 <1.0
System Down Not
System Down Not
I I I I
3500 7 70
--
Methylene chloride
(ug/L)
<2.0
<2.0
<2.0
1.7
2.5
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
2
<2.0
<4.0
<10
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
Sampled
Sampled
I
5
* the influent and effluent samples collected on 2-11-99 were reversed in the field, Table 2 has been corrected to illustrate the proper anaJytical result.
----
I, 1, 1-Trichloroethane
(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
II
10
4.4
7.4
12 .. ..
200
- -- - - --
Sample Date Trichloroethylene Benzene
Location (ug/L) (ug/L)
LD Influent 2/13/96 6.4 <2.0
2/14/96 8.6 <2.0
2/14/96 <5.0 <2.0
2/14/96 9 <2.0
2/14/96 6.6 <2.0
2/15/96 8.4 <2.0
2/16/96 8.7 <2.0
2/22/96 5.2 1.8
2/28/96 7.4 <2.0
2/28/96 6.4 <2.0
3/8/96 6.7 <2.0
4/3/96 6.6 <2.0
5/3/96 5.4 <2.0
6/5/96 5.2 <2.0
8/1/96 5.9 <2.0
11/7/96 5.8 <2.0
3/12/97 <5.0 <5.0
5/14/97 6.2 <1.0
817/97 4.1 <1.0
11/13/97 3.5 <1.0
2/5/98 2.5 <LO
517/98 3.6 <1.0
8/7/98 2.6 <1.0
11/4/98 1.9 <LO
•2111/99 1.8 <LO
5/12/99 2.0 <1.0
8/5/99 L3 <1.0
11/2/99 LO <1.0
5/9/00 <1.0 <1.0
8/3/00 <LO <1.0
1/00/01 •••
7/11/01 ...
I
Remediat10n Perfonnance Standard 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 <10
8.3 <3.0 <10
<2.0 <3,0 <10
8.3 <3.0 <10
65 <3.0 <IO
5.3 <3,0 <10
4.3 <3,0 <10
13 3.4 14
L3 <3.0 <10
<2.0 <3,0 <10
<2.0 <3.0 <10
<2.0 <3.0 <10
<2.0 <3.0 <10
2.5 <3.0 <10
<2.0 <6.0 <IO
<2.0 <6.0 <10
<5.0 <15 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<LO <3.0 <IO
<l.O <3.0 <10
<LO <3.0 <IO
<l.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <IO
<1.0 <3.0 <IO
<1.0 <3.0 <10
<LO <3.0 <10
System Down
System I Down
I I I
1000 400 50
Barium
(ug/L)
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
16
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
Not
Not
1000
-- ---
Manganese Zinc Cadmium Suspended Solids
(ug/L) (ug/L) (ug/L) (mg/L)
260 270 <0.30 <5.0
250 120 <0.30 <5.0
<5.0 <20 <0.30 <5.0
240 110 <0.30 <5.0
<5.0 <20 <0.30 <5.0
200 84 <0.30 <5.0
190 81 <0,30 <5.0
240 240 <0.30 <S.O
120 77 <0.30 8
<5.0 <20 <0.30 <5.0
95 30 <0.30 <5.0
160 39 <0.30 <5.0
63 200 0.91 <5.0
230 46 <0.30 <5.0
110 <20 <0.30 5
230 <20 <0.30 <5.0
76 <20 <0.30 <5.0
150 <20 <0.30 <5.0
130 <20 <0.30 <5.0
200 <20 <I <5.0
340 <20 <0.30 71
240 <20 <0.30 <5.0
210 <20 <0.30 <5.0
270 <20 <0.30 37
260 <20 <0.30 <5.0
190 <20 160 <5.0
61 <20 <0.30 <5.0
140 <20 <0.30 <5.0
70 <20 <0.30 <5.0
180 <20 <0.30 <5.0
Sampled ...
Sampled . ..
I I I I
50 5000 5
• the influent and effluent samples colle • the influent and effiuent samples collected on 2-11-99 were reversed in the field, Table 2 has been corrected to illustrate the proper analytical result
- - -
- -- - - -
Sample Date
Location
LD Effiuent , 2/] 5/96
2/16/96
V21/%
2/28/96
3/8/96
4/3/96
5/3/%
8/1/96
9/4/96
10/1/96
11/7/96
12/5/96
l/6/97
3/12/97
418/97
5/14/97
616/97
7/2197
8n/97
9/5/97
10/2/97
11/13/97
12/5/97
l/9/98
2/5/98
3/5/98
4/3/98
Sn/98
6/5/98
7/9/98
8n/98
9/10/98
10/2/98
11/4/98
12/1/98
Ill 1199
•2111199
3/5199
4/8/99
5/12/99
6/10199
7/8/99
8/5/99
9/9/99
10/14/99
1112/99
12/3/99
2125/00
3/9/00
4nt00
5/9/00
6/9100
7n/00
8/3/00
9n.St00
10/12/00
1/00/01
4/24/01
5/11/01
7/11/01
Remediation Performance Standard
-
Chlorofonn
(ug,'L)
<1.0
<t.O
<i.O
<1,0
<1.0
<1.0
<1.0
<l.0
<1,0
<l.O
<LO
<1.0
<1.0
<1.0
<1.0
<i.0
<1.0
<l.O
<i.O
<1.0
<1.0
<I.O
<l.O
<1.0
<l.O
<1.0
<LO
<1.0
<1.0
<1.0
<l.O
<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
<i.O
<i.O
<1.0
<1.0
<l.O ..
<1.0
<1,0
<1.0
<l.O
<1.0
<LO ..
<LO I <1.0 ..
I
- - --TABLEl
Groundwater Quality Summary
Lower Dockery
!\facon/Dockery Site
Richmond County North Carolina
- -
1, I -Dichloroethane 1,1 -Dichloroethcne Cis/trans-1,2-Dichloroethene Methylene chloride
(ug/L) (ug/L) (ug./1..) (ug/L)
<LO <LO <1.0 <2.0
<1.0 <1.0 <1,0 <2.0
<l.O <1.0 <1.0 <2.0
<10 <1.0 <LO <2.0
<LO <1.0 <1,0 <2.0
<LO <1.0 <LO <2.0
<l.O <1.0 <l.O <2.0
<1.0 <1.0 <LO <2.0
<1.0 <1.0 <I 0 <2.0
<1.0 <1.0 <LO <2.0
<1.0 <1.0 <1.0 <2.0
<1.0 <J.O <1.0 <2,0
<1.0 <1.0 <1.0 <2.0
<1.0 <10 <1.0 <2.0
<i.O <1.0 <1.0 <2.0
<J.0 <l.O <LO <2.0
<1.0 <1.0 <1.0 <2.0
<1.0 <l.O <1.0 <2.0
<LO <1.0 <1.0 <2.0
<1.0 <1.0 <1.0 <2.0
<10 <1.0 <1.0 <2.0
<1.0 <1.0 <JO <2.0
<1,0 <LO <LO <2.0
<!.O <1.0 <JO <2.0
<LO <1.0 <1.0 <2.0
17 l.2 <10 <2.0 . <!.O <1.0 <1.0 <2.0
<1.0 <1.0 <l.O <2.0
<1.0 <1.0 <LO <2,0
<l.O <1.0 <LO <2.0
<1.0 <LO <1.0 <20
<1.0 <1.0 <1.0 <2.0
<1.0 <l.O <1.0 <2.0
<1.0 <1.0 <1.0 <2.0
<1.0 <l.O <1.0 <2.0
<1.0 <1.0 <1.0 <2.0
<1.0 <1.0 <1.0 <2.0
<1.0 <J.O <1.0 <5,0
<1.0 <1.0 <1.0 <2.0
<1.0 <1.0 <l.O <2.0
<1.0 <1.0 <1.0 <2.0
<l.0 <J.O <!.O <2.0
<1.0 <1.0 <1.0 <2.0
<1.0 <1.0 <1.0 <2.0
<1,0 <1.0 <10 <2.0
2.5 <1.0 <1.0 <2.0
2.8 <1.0 <1.0 <2.0
6.2 <1.0 <1.0 <20
<l.O <1.0 <1.0 <2,0
System Do= No< Sampled
<1.0 <1.0 <1.0 <2.0
<1.0 <l.O <i.O <20
<1.0 <1.0 <1.0 <2.0
<1.0 <l.O <1.0 <2.0
<1.0 <10 <1.0 <2.0
<1.0 <1.0 <1.0 <2.0
System Do= No, Sampled
<1.0 I <1.0 I <1.0 I <2.0
<1.0 <1.0 <1.0 <2.0
''""" Dow, No< Sampled
I I I
3500 70
• lbo icfluoatandeffi...,.. samplescoJk<:r,,don 2-11-99 w= rrvcned inlbo (,cld. Tobie 2 bu boen~"'11to illustnr,,11,o pn,peranalytioal ~
- -- - -
l, !, !-Trichloroethane
(ug/L)
<1.0
<1.0
<LO
<1.0
<1.0
<i.O
<1.0
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<10
<1.0
<1.0
<LO
<10
<1,0
<LO
<l.O
<LO
5.5
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<i.O
<1.0
<1.0
<1.0
<10
<1.0
<!.O
<1.0
<!.0
<1.0
12
2.6
<1.0 ..
<1.0
<1.0
<1.0
<1.0
<1.0
<J.O ..
I <1.0
<1.0 ..
I
200
---- - -
Snmp!e Da~
Location
LD Effiuent / 2/15/96
2116/96
2/22196
2/28/96
3/81%
4/3/96
5n/9f,
8/1/96
9/4/96
l0/1/96
lln/96
12/5/96
1/6/97
3/12/97
4/8/97
5/14/97
616/97
7/2/97
8/7/97
9/5197
10/2/97
1!/13/97
1215197
l/9/98
21S/98
3/5/98
4'3/98
5/7/98
6/5/98
719/98
8/7/98
9/10/98
10/2/98
11/4198
1211/98
l/] 1/99
•2111/99
3/5/99
4/8/99
5/12/99
6/\0/99
7/8/99
8/5/99
9/9199
10/14/99
11/2/99
\2/J/99
2125/00
3/9/00 ,moo
5/9/00
619/00
7/7/00
8/3100
9n5/00
10/12100
1/00/0\
4(24/01
5/11/0l
7/11/01
Remcd1at1on Performance Standard
--
Trichloroethylene Benzene
(ug/L) (ug/L)
<1.0 <1.0
<I 0 <l.O
<1.0 <\.0
<1.0 <LO
<1.0 <1.0
<1.0 <:J.O
<1.0 <!.O
<1.0 <l.O
<J.O <1.0
<1.0 <l.O
<J.O <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<!.O <1.0
<1.0 <1.0
<1.0 <LO
<l.O <1.0
<l.O <1.0
<1.0 <l.0
<1.0 <1.0
<l.0 <l.O
<l.O <10
<1.0 <1.0
<1.0 <l.O
<1.0 <1.0
<1.0 <l.O
<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 <l.0
<1,0 <JO
<1.0 <1.0
<!.O <JO
<1.0 <1.0
<LO <l.O
<LO <1.0
<LO <l.O ...
<1.0 <l.O
<l.O <1.0
<1.0 <l.O
<1.0 <1.0
<1.0 <i.O
<1.0 <1.0 ...
<1.0 I <1.0
<LO <1.0 ...
I
2.8
---TABLE 2 (Continued)
Groundwater Quality Summary
Lower Dockery
Macon/Dockery Site
Richmond County North Carolina ,,
Toluene Total Xylem~s Chromium
(ug/L) (ug,'L) {ug.11.)
<1.0 <3.0 <JO
<1.0 <3 0 <JO
<1.0 <3.0 <JO
<1.0 <3.0 <JO
<1.0 <3.0 <JO
<1.0 <J.0 <10
<LO <3.0 <JO
<1.0 <3.0 <JO
<LO <3.0 <JO
<LO <3.0 <JO
3A <3.0 <JO
<1.0 <3.0 <JO
<J.O <3.0 <JO
<1.0 <3.0 <JO
<1.0 <3.0 <JO
<l.O <3.0 <JO
<1.0 <3.0 <JO
<1.0 <3.0 <JO
<1.0 <3.0 <JO
<1.0 <3.0 <JO
<1.0 <3.0 <JO
<1.0 <3.0 <JO
<1.0 <3.0 <JO
<1.0 <3.0 <JO
<1.0 <3.0 <JO
<1.0 <3.0 <JO
<1.0 <3.0 <JO
<1.0 <3.0 <JO
<1.0 <3 0 <JO
<1.0 <3.0 <JO
<1.0 <3.0 <JO
<1.0 <3.0 <JO
<1.0 <3.0 <JO
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <JO
<1.0 <3.0 <JO
<1.0 <3.0 <10
<l.O <3.0 <JO
<1.0 <3.0 <JO
<1.0 <3.0 <JO
<LO <3.0 <JO
<1.0 <3.0 <JO
<1.0 <3.0 <JO
<LO <3.0 <JO
<1.0 <3.0 <JO
<1.0 <3.0 <JO
<1.0 <3.0 <JO
<1.0 <3.0 <JO
System Do=
<1.0 <3.0 <JO
<1.0 <3.0 <JO
<1.0 <3.0 <JO
<LO <J.0 <JO
<1.0 <3.0 <JO
<!.O <3.0 <JO
System °"'" I <1.0 I <3.0 I <JO I <1.0 <3.0 <JO
System I Dowo
I I I
1000 ,oo 50
Barium
(ug/L)
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
70
<SO
<SO
<50
<50
<SO
<50
<50
<SO
<50
<SO
<SO
<200
<200
<50
<50
<50
<50
<50
17
<50
<50
<50
<SO
<50
<50
<50
<50
<SO
<50
72
93
<50
<50
<50
<50
Nol
<50
<50
<50
<50
<50
<50
No,
<50
<50
Nol
10\\0
-- --
Manganese Zinc Cadmium Suspended Solids
(ug/L) (ug/L) (ug/L) (mg/L)
<5,0 <20 <0.30 <5.0
<5.0 <20 <0.30 <5.0
<5.0 <20 <0.30 5
<5,0 <20 <0.30 <5.0
<5.0 <20 <O.JO <5.0
<5 0 <20 <0.30 <5.0
<5.0 <20 <O JO <5.0
1, <20 <0.30 <5.0
13 <20 0.56 <5.0
II <20 <0.30 <5.0
<5.0 <20 <0.30 <5.0
35 <20 <0,30 19
6 <20 <0,30 <S.O
<5,0 <20 <0.30 <5.0
<5.0 <20 <0.30 <5,0
<5.0 <20 <0.30 <S.0
<5.0 <20 <0.30 <5.0
<5.0 <20 <0.30 <5.0
<5.0 <20 <0.30 <S.0
<S.0 <20 <0.30 <5,0
<5.0 <20 <0.30 <5,0
<5.0 <20 <I <S.0
160 <20 <0.30 <5.0
H <20 <0.30 <5.0
250 <20 <0.30 58
8S <20 <0.30 <S.0
39 <20 <0.30 <5.0
17 <20 <0.30 <5.0
6.3 <20 <0,30 <S.0
<5,0 <20 <0.30 <5.0
<5.0 <20 <0.30 <5.0
<5.0 <20 <0.30 <5.0
140 <20 <0,30 <5.0
10 <20 <0.30 <5.0
<5.0 <20 <0.30 <5.0
5.2 <20 <0.30 <S.O
15 <20 <0.30 <S.O
<5.0 <20 <0.30 <5.0
<5.0 <20 <0.30 <5,0
<5.0 <20 52 9.5
<5.0 <20 <0.30 <S.O
<S.0 <20 <0.30 <5.0
so <20 <0.30 <5,0
520 31 <0.30 <5.0
,10 38 <0.30 <5.0
II <20 <0.30 <5.0
110 <20 <0.30 <5.0
320 <20 <0.30 <5.0
53 <20 <0.30 <5.0
Sampled ...
180 <20 <0.30 <5.0
<5.0 <20 <0.30 <5.0
JOO <20 <0.30 <5.0
<5.0 <20 <0.30 <5,0
<5.0 97 <0.30 <5.0
<5.0 97 <0.30 <5.0
Sampled ...
I <5.0 I <20 I <0.30 I <5.0
<5.0 <20 <0.30 <5.0
Sampled I ...
I I I
50 5000
• the ~and dlh>ad .ampb colleckd onl-11·99 "'= =·cncd iD 1llo fl•ld. Tab!. 2 bu been cor=tedtoillustr>:l.o the ptapu analytical raolt.
- - --
-- - - -
Sarrq:,le Dat,
Location
lr.vfSA Jnfluenl 2/13/96
2/14196
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
615/96
7/1/96
7/30/96
11/7/96
214197
(DuP) 214/97
5/l'l/97
(DUP) 5/12/97
Sn/91
I 1/13/97
2/5/98
Sn/98
Sll/98
11/4/98
2/11/99
5/13/99
8/5/99
11/2/99
2/16100
5/8/00
8/2100
1/18/01
7/11/01
R.mtedilltioa Pm::formaru:e Standard
Note: NA= Not Anal.}'zed
DUP-duplicale
- --
Chloroform 1,1 -Dichloroethane
(ug'L) (ug'L)
<LO 15
LI 14
<I 0 II
<LO 12
<LO 7.5
<1.0 9.7
LI 10
<1.0 9.8
<LO 7.6
<LO 5.5
<1.0 4.8
<LO 87
<LO 3 8
<LO 7.9
<1.0 7.2
<1.0 3.0
<LO 2.4
<1.0 3.8
<I.0 4.6
<1.0 11.0
<2.0 48
<2.0 12.0
<2.0 11.0
<10 <10
<10 <10
<10 16
<25 <25
<25 <25
<25 <25
<2.0 59
<10 18
<10 <10
<10 <10
<25 44
3500
---
TABLE3
Groundwater Quality Summary
Upper Macon Source Area
Macon/Dockery Site
Richmond Coun..., North Carolina
-·-
l,l -Dichloroethe:ne Cis/trans-1,2-Dichloroethene Tetrachloroethene
(ug'L) (ug'L) (ug'L)
14 l9 16
II 10 7.3
14 II 17
14 11 18
21 17 14
18 16 II
17 16 15
16 13 12
10 10 7.7
16 8.5 7.4
12 6.9 5.7
22 6 <1.0
11 6.9 48
15 10 6.4
9.2 7.5 2.3
27 7.8 2.3
25 6.2 L8
26 16 8.9
21 16 8.2
55 23 12
72 12 8.7
110 21 II
67 15 13
120 <10 <20
180 <10 <10
370 12 30
380 <25 <25
490 <25 <25
480 <25 26
32 37 <2.0
110 26 <10
400 <10 49
75 10 <10
330 57 28
7 70
-- - - --
1, 1, 1-Trichloroethane Trichloroethylene
(ug'L) (•~")
5.9 25
7.2 10
6.1 17
5.9 16
9.7 25
7 24
7.6 25
5.8 21
4.1 16
5.4 18
<LO 12
6 13
4.3 12
4.2 13
3.4 10
8.8 15
7.9 14
5 22
3.7 18
6.9 17
12 13
24 17
16 II
22 <10
23 <10
57 14
61 <25
78 <25
69 <25
<2.0 2.5
<10 <10
54 <10
<10 10
42 26
200 28
-- - ---
SaI11)le Date
Location
UMSA Influent 2/13/96
2/14/96
2/14/96
2/15/96
2/16/96
2117/96
2/22196
2/28/96
3/8/96
4/3/96
513196
6/5196
7/1/96
7/30/96
lln/96
2/4/97
(DUP) 2/4197
5/12/97
(DU') 5/12/97
8n/97
11/13/97
2/5/98
5n/98
8nl98
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
7/11/01
RJ:mediati.on PmfotJJ1mUe Standm:d
Note: NA~ Not Anlllyzed
DUP -duplii:su
- -
Vinyl chloride Bo=n,
(,g!L) (,g!L)
<1.0 <l.0
<1.0 15
<1.0 I
<1.0 1.3
<l.O <1.0
<l.0 <LO
<l.O <1.0
<1.0 <1.0
<LO <1.0
<LO <1.0
<1.0 <1.0
I.I <LO
<1.0 <LO
4.5 <1.0
2 <1.0
<LO <l.0
<1.0 <1.0
<1.0 <LO
<1.0 <1.0
<1.0 <l.O
<2.0 <2.0
6.6 <2.0
6.6 <2.0
<IO <10
<IO <10
<IO <IO
<25 <25
<25 <25
<25 <25
54 <2.0
<IO <IO
<IO <JO
<IO <IO
<25 <25
- ---
TABLE 3 (Continued)
Groundwater Quality Summary
Upper Macon Source Area
Macon/Dockery Site
Richmond County North Carolina ' Toluene Chromium Barium 11anganese
(,g!L) (,g!L) (,g/L) (,g!L)
1.9 <IO 140 300
<1.0 <IO 110 180
<1.0 <IO 110 160
I <IO 100 140
<1.0 <IO 120 160
<I 0 <IO 110 110
<LO <IO 120 65
<LO <IO 130 52
<LO <10 130 41
<LO <IO 110 27
<1.0 <10 97 21
3.6 <IO 130 19
<LO II 110 13
<l.0 <10 130 13
I <10 140 9.8
<1.0 <10 150 24
<l.0 <10 140 17
<1.0 <IO 120 68
<1.0 <IO 150 55
<l.O 34 210 93
<2.0 <IO 139 <5.0
<2 0 <10 190 16
<2.0 <10 190 50
<JO <10 180 34
<IO <IO 180 22
<10 <IO 200 25
<25 <IO 16-0 14
<25 <10 140 12
<25 <IO 180 13
<2.0 <IO 290 53
<IO <IO 350 76
<IO <IO 170 13
<IO <IO 98 <5.0
<25 <IO 360 <5.0
1000 50 1000 50
Zinc
(,g/L)
55
<20
20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
5000
--- - - --
Cadmium Lead Mmruzy Suspended Solids
(,g/L) (,g!L) (,g/L) (nwl-)
<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
<0.30 <3.0 NA <5.0
5 15 I.I
-- - - --
Sarnpi, D••
Location
UMSA Effluent -2/17/96
2/22/96
2128196
3/8/96
4/3/96
5/3/96
6/5/96
7/J/96
7/30/96
9/4/96
10/1/96
1117/9'
IV5l96
1/6/97
2/4/97
3/12197
4/S/97
5/12/97
6/6197
7/2/97 817m
9/5197
10/2/97
11/13/97
12/5/97
1/9/98
2/5198
3/5/98
4/3/98
5nl98
615198
7/9/98
8/7/98
9/10/98
10/2/98
11/4/98
12/1/98
1/11199
2/11199
3/5199
418/99
5/13/99
<i/10/99
7/8/99
815199
919199
10/14199
I lll/99
12/3/99
2/16/00
3/9/00
4/j/00
5/8/00
619100
7/7/00
woo
9/25/00
10/12/00
L/18/01
5/3/01
7/11/01
.--.,p-.-
Noto:NA•NOIAmlyz,od
- -
Ouo1oform
'···"'
<1.0
<LO
<l.0
<1.0
<1.0
<1.0
<l.O
<1.0
<1.0
<:l.O
<!.O
<LO
<1.0
<1.0
<LO
<1.0
<LO
<1.0
<l.O
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<LO
<LO
<1.0
<l.O
<LO
<LO
<1.0
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<LO
<LO
<l.O
<l.0
<LO
<1.0
<1.0
<LO
<1.0
<1.0
<1.0
1,l · Dichloroethane , ... rr)
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<J,0
<1.0
<l.0
<LO
<I.O
<LO
<1.0
<l.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<l.0
<J.O
<J.0
<1.0
<1.0
<1.0
<10
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<l.O
<LO
<l.O
<1.0
<l.0
<LO
<1.0
3500
DUP <q,ic:lfe
- --
TABLEJ
Groundwater Quality Summary
Upper l\lacon Source Area
Macon/Dockery Site
Richmond Count. North Carolina
1,1 -Dichloroethme Cis/trans-1,2•Dichlo1oethenl!
'···"' , .. -•
<LO <1.0
<LO <1.0
<l.O <1.0
<l.0 <1.0
<1.0 <1.0
<LO <1.0
<1.0 <1.0
<l.0 <1.0
<1.0 <1.0
<l.0 <l.0
<:1.0 <LO
<1.0 <LO
<1.0 <LO
<1.0 <I 0
<1.0 <LO
<1.0 <1.0
<1.0 <l.0
<1.0 <l.0
<1.0 <l.0
<1.0 <l.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<l.0 <1.0
<LO <1.0
<l.0 <1.0
<1.0 <1.0
<l.0 <1.0
<J.O <1.0
<1.0 <LO
<1.0 <1.0
<1.0 <l.0
<1.0 <1.0
<1.0 <l.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<l.0 <1.0
<l.O <1.0
<!,O <1.0
<1.0 <1.0
<l.0 <1.0
<LO <1.0
16 <l.0
<1.0 <1.0
<J.0 <1.0
<1.0 <l.0
9.9 <l.0
<1.0 <1.0
<1.0 <LO
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
70
- - - - ----
Tettachloro"thmte 1,1, I-Trichloroethane Trichl.oroethylt:ne , ..• rr, '""". ".
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <J.O <1.0
<1.0 <1.0 <1.0
<!.0 <LO <l.0
<LO <LO <LO
<l.0 <1.0 <1.0
<l.0 <1.0 <l.0
<l.0 <l.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 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <l.0 <1.0
<1.0 <1.0 <1.0
<l.O <1.0 <1.0
<J.0 <1.0 <1.0
<1.0 <J.0 <1.0
<l.0 <1.0 <1.0
<LO <l.O <1.0
<1.0 <LO <l.0
<1.0 <1.0 <1.0
<LO <LO <1.0
<1.0 <LO <LO
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <l.0
<LO <1.0 <LO
<LO <LO <1.0
<1.0 <1.0 <i.0
<1.0 <1.0 <l.O
<1.0 <LO <l.O
<1.0 <1.0 <1.0
<1.0 <1.0 <l.O
<1.0 <l.0 <1.0
<1.0 <1.0 <l.0
LO 2.6 <l.0
<1.0 <l.O <LO
<1.0 <1.0 <LO
<1.0 <1.0 <1.0
<LO 14 <1.0
<LO <LO <1.0
<1.0 <1.0 <1.0
<1.0 <LO <1.0
<l.0 <1.0 <i.O
<LO <1.0 <1.0
<1.0 <LO <1.0
200 2.8
-- - - - - - -
Sample """ LOCllri.on
UMSA Effluent ., Vl7/96
2/'22196
2/2&196
3/8/96
4/3/96
5/3196
615196
7/1/96
7/30/96
9/4/96
JO/l/96
lln/96
12/5/96
1/6/97
2/4/97
3/JU97
4/8/97
5112/97
6/6/97
1/U91
sn/97
9/Y97
10/2/97
l l/13/97
12/5/97
l/9/98
2/5/98
3/5/98
4/3/98
5n/98
6/5/98
7/9/98
8/7/98
9/10/98
lOn/98
11/4/98
12/1/98
l/11/99
2/11/99
3/5/99
<18/99
5113199
6/10/99
7/8/99
8/5/99
9/9/99
10/14/99
11/2/99
1213/99
2/16/00
3/9/00
4n/00
5/8/00
6/9/00
?n/00
8/2100
9(25/00
10/12100
l/18/0l
513/0l
7/ll/Ol
RmledialloaP<l'f<llmlll<• sr.dard
Nek NA• Not Amlyz,d
Vinyl chlorid e B=ne
'"-"' (•-"'
<1.0 <1.0
<1.0 <l.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
<LO <1.0
<l.0 <1.0
<LO <1.0
<l.0 <1.0
<1.0 <:1.0
<l.O <1.0
<1.0 <1.0
<l.O <1.0
<1.0 <1.0
<1.0 <LO
<1.0 <l.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <l.0
<1.0 <l.0
<1.0 <l.0
<1.0 <l.O
<1.0 <1.0
<1.0 <l.O
<1.0 <1.0
<1.0 <l.O
<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
<LO <1.0
<t.O <1.0
<1.0 <1.0
<1.0 <!.O
<l.0 <l.0
<LO <1.0
<l.O <1.0
<l.O <LO
<l.O <l.0
<1.0 <1.0
<1.0 <l.O
<1.0 <l.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <l.0
<1.0 <l.0
NatcNA•NOIAml}'z,td
- --
TABLE 3 (Continued)
Groundwutcr Quality Summary
Upper l\hcon Source Area
Macon/Dockery Site
Richmond County North Carolina
Toluene Chromium Barium Manganese
-
Zino Cllllmium , __ ,) '·-"' '·-"' ' ") ' ' -' ' -'
<1.0 <10 120 120 <20 <0.30
<1.0 <10 120 70 <20 <0.30
<l.0 <10 130 51 <20 <0.30
<LO <10 120 37 <20 <0.30
<LO <10 110 27 <20 <0.30
<LO <10 120 26 <20 <0.30
2.9 <10 130 22 <20 <0.30
<l.0 12 110 1' <20 <0.30
<l.0 <10 200 110 ,1 <0.30
<LO 11 170 " 26 <0.30
<1.0 <10 130 13 <20 0.47
<1.0 <10 HO 13 <20 <0.30
<1.0 <10 170 17 <20 <0.30
<1.0 <10 200 " " <0.30
<1.0 <10 '60 " <20 <0.30
<1.0 <10 130 30 <20 <0.30
<1.0 <10 200 30 <20 <0.30
<1.0 12 210 95 35 <0.30
<1.0 <10 240 " <20 <0.30
<1.0 <>O 180 ,1 <20 <0.30
<1.0 II 230 250 40 <0.30
<1.0 <10 130 27 <20 <0.30
<1.0 <10 185 JU <20 <0.30
<1.0 <10 129 84.2 <20 <I
<1.0 <JO 150 160 26 <0.30
<1.0 <10 180 33 <20 <0.30
<1.0 <10 200 20 <20 <0.30
<1.0 II 210 160 " <0.30
<1.0 <JO <200 " <20 <0.30
<1.0 <JO 210 310 29 <0.30
<1.0 <JO 160 " <20 <0.30
<J.0 <10 240 I JO <20 <0.30
<1.0 <10 '90 37 <20 <0.30
<l.0 <10 200 " <20 <0.30
<1.0 <ID 190 110 <20 • <0.30
<1.0 10 220 "' " <0.30
<l.0 <JO 160 68 <20 <0.30
<1.0 <JO 150 120 <20 <0.30
<1.0 <10 230 120 22 <0.30
<l.0 <JO 180 100 25 <0.30
<1.0 <10 170 72 <20 <0.30
<1.0 <10 170 .. <20 36
<1.0 <10 180 100 <20 <0.30
<l.0 <JO 170 16-0 <20 <0.30
<1.0 <ID 1'0 13 <20 <0,30
<1.0 <10 150 3'0 " <0.30
<1.0 <10 200 37 <20 <0.30
<1.0 <10 180 13 <20 <0.30
<1.0 <JO 180 18 <20 <0.30
<1.0 <10 240 300 40 <0.30
<1.0 <JO 230 " <20 <0.30
<1.0 <10 210 40 <20 <0.30
<1.0 <10 ,10 " <20 <0.30
<l.O <10 180 61 <20 <0.30
<1.0 <10 220 250 32 <0.30
<J.0 <10 19<1 80 <20 <0.30
<1.0 <10 280 8.3 <20 <0.30
<l.O 1' "' 11,J <20 <0.30
<LO <10 200 36 <20 <0.30
<l.0 28 440 350 29 <0.30
<l.0 15 360 110 <20 <0.30
1000 50 1000 50 5000 -·-
--- - - --
,~~d' ~-~~ Surp~c!_Solids
<3.0 <.2 <5,0
<'.l.O <.2 <5,0
<3.0 <.2 <5,0
<'.l.O <.2 <5.0
<'.l.O <.2 5
<3.0 <.2 <5.0
<'.l.O <.2 6
<3.0 NA <5.0
9.2 NA 23 .. NA 16
<3.0 NA " <'.l.O NA 26
<'.l.O <0.20 5
3.5 NA 120
<'.l.O NA 8
<'.l.O NA <5.0
<'.l.0 NA 7
<'.l.0 NA 100
<'.l.O NA <5.0
<3.0 NA <5.0
,.8 NA NA
<'.l.O NA 22
<'.l.0 NA II
<'.l.O NA 8
6.5 NA <5.0
<3.0 NA <5,0
<3.0 NA 6
,.1 NA <5.0
<3.0 NA <5.0
5 NA 13
<3.0 NA <5.0
<3.0 NA <5.0
<3.0 NA <5.0
<'.l.O NA 33
<30 NA 12
,.6 NA 180
<3.0 NA <5.0
<'.l.O NA <5.0
<3.0 NA <5.0
<3.0 NA <5.0
<3.0 NA <5.0
<'.l.O NA 8.5
<'.l.O NA <5.0
3.3 NA <5.0
8.7 NA <5.0
<'.l.O NA <5.0
<3.0 NA <5.0
<3.0 NA <5.0
<'.l.O NA <5.0
5.3 NA 130
<3.0 NA 5.0
<3.0 NA <5.0
<3.0 NA <5.0
<'.l.0 NA <5.0
3.8 NA <5.0
,.1 NA 38.0
<3.0 NA <5.0
3.7 NA 6.0
<3.0 NA 8.5
19 NA <5.0
3.7 NA 38
15
- - - - - - - -
Sample D= Chloroform 1,1 -Dichlorocthanc """'~ {ug/L) (ug/L)
UM Influent 2/221% 6 4.1
2/23/96 J " 2/24/96 IA ,.6
2/25/96 1.2 <l.O
2/28/96 3.5 5.8
31"96 <!.O ,.1
3/16/96 <1.0 5.5
4f3!96 <1.0 <A
6/5/96 <l.O 0
7/1/96 <1.0 J.8
7/30/96 <1.0 '·' I In/96 <1.0 5.J
2/4/97 <!.0 5.5
5112191 <1.0 II anm <LO 5.8
I i/13/97 <!.0 5.J
2/S/98 <1.0 6.9
5nl9& <!.O ' anm <1.0 36
l 1/4/98 <l.0 2.9
2/11/99 <LO 0
5/13/99 <1.0 H
.5/99 <l.O '·' 11/3/99 <l.O '2
2/16/00 <LO 3
5/8/00 <l.0 3.9
8/210-0 <l.0 ..,
H00/01 ... "" 7/ll/Ol <.5 0 9,7
L\f Influent 2/22'l6 " 26
2/231% IJ 29 212'"' 8.9 JO
2/25/96 8.2 31
2'28196 3 )2
318196 <LO 0.5
3116196 <1.0 8.1
40196 <1.0 7.3
5/3/96 <LO 8,6
&5196 <1.0 12
700/96 <1.0 17
lln/96 <1.0 II
114/91 16 9.8
(DUP) 2/4/97 15 ,.o
5/12/97 <l.0 5.3 anm <l.O 13.0
! 1/13/97 <1.0 S.5
2/S/98 <l.O !3.0
sn/98 <1.0 12.0 anm <:1.0 16.0
1114198 <1.0 13.0
2/11199 <1.0 13.0
5/13/99 <1.0 JO.O
8/5/99 <1.0 7,8
111:l/99 <1.0 2.0
2/16/00 <LO <LO
5/8/00 <1.0 L9
8/2/0-0 <1.0 11.0
1/00/01 ... No<
7111/01 <1.0 6,1
Remcdt.ttlOD Pcrfomum,;:c S1a11danl 350-0
- - -
TABLE 4
Groundwater Quality Summary
Upper/Lower Macon System
Macon/Dockery Site
Richmond County North Carolina
1,1 • Dichlorocthcne Cisltrans-l ,2-Did>loroethcnc
(ug/L) (ug/l)
16 5.8
16 6A
1.8 6A
2.2 6.6
" 8,6
I 8.6
1.8 9,2
16 6.6
1.8 7,7
LI 6.1
2.1 8.6
1, 6,6
16 7
2.5 L8
1.8 7
LI 3.9
16 6.7
18 5.6
L6 6A
IA 3.7
2 5.1
)A 8.1
3.3 65
56 6,1
3 I 4,0
]O 6.3
16 8,7
S.1111plcd
37 7,6
9.1 <A
II <.9
IJ " IJ 5
15 5.6
L6 24
L8 2.4
2.6 23
2.7 2.9
4,7 " 66 <1.0
3.J 2.2
2,1 2A
L8 2.1
2.< 6.<
<LO 1.2
L8 <1.0
L9 1.2
2.5 L6
LI I
13 <LO
2.2 13
IA <l.0
LO <LO
<LO LI
<1.0 IA
<LO <l.0
2.7 1.2
Sampled
2.8 LO
70
- ---- - --
Methylene chloride Tetrachlorocthenc 1,1, I-Trichloroethane
{ug/L) (ug/L) (ug/L)
<2,0 4 8 <LO
<2.0 '8 <l.O
<e2.0 6 <LO
<2.0 6.9 <1.0
<2.0 5 <LO
<2.0 38 <1.0
<2.0 4,6 <l.O
<2.0 ' <l.0
<20 <1.0 <1.0
<2.0 3.3 <LO
<2,0 3.3 <l.O
<2.0 2.J <!.O
<2.0 2.5 <!.O
<2.0 <1.0 ,.5
<2,0 2.1 <1.0
<2.0 1.6 <l.O
<2,0 LI <LO
<2.0 25 <1.0
<2.0 1.2 <!.O
<2.0 <LO <1.0
<2.0 I <1.0
<2.0 L6 <LO
<2.0 1.3 <LO
<2.0 1.5 I
<2.0 1.2 <l.O
<2.0 2.3 1.6
<2.0 4,2 2.6
Sy~m Do"n ...
<IO 7,3 8.6
<1,0 2 " <2.0 2.1 15
<20 2.7 17
<2.0 2.6 17
<1.0 2A 17
<2.0 <1.0 2.5
<2.0 <1.0 3A
<1.0 I ' <2 0 <1.0 ,.2
<2.0 <1.0 5.3
<2.0 <1.0 67
<2.0 <l.0 5.2
<2,0 <1.0 44
<1.0 <1.0 3.8
<1.0 2 <1.0
<2.0 <1.0 44
<2.0 <1.0 3.3
<2.0 <1.0 ,.,
<2.0 <1.0 ,.,
<2.0 <1.0 44
<2.0 <1.0 ,.,
<2.0 <1.0 3,7
<2.0 <1.0 ,.,
<2,0 <1.0 H
<2.0 <LO <1.0
<2.0 <1.0 <1.0
<2.0 <1.0 <1.0
<2.0 <LO ,.1
S)·stcm ""'" ...
<1.0 <LO 2.8
200
---- - - - -
Sample D~ Trichloroethylenc
Loo,ti~ (ug/L)
UM Influent 2/W'6 12
2/23/96 12
2/24196 1,
2/25/96 15
ll2ffl6 1,
3/8/96 12
3/16196 12
4/3/96 10
W5/96 9.8
7/1/96 7.6
7130/96 " !ln/96 83
2/4197 8.2
5/!2197 ,.1
snm 8.1
ll/!3/97 J.9
2/5/!lS 5.9
sn/9& 5.8
8n/98 u
!114/98 l.6
YI l/99 " 5/13/99 l.J
""" " l !/3/99 ,.2
2/16/00 2.8
5/8/00 )2
8f2JOO 5.6
1/00/01 ...
7111/01 6.1
LM Influent 2122/96 J.J
:UZl/96 J6
2/24/% ,.s
2/25/96 " Y.!8196 ' 3/8/96 LI
3/16196 IA ,n/96 u
5/3/96 ,.6
&5196 ,.9
7/30196 ,.1
I !n/96 ,.5
214/97 J.7
{DUP) 214/97 J.I
5/12/97 8.3
8/7/97 J.J
11/13/97 1.9
215/98 )A
5n/9S l.7
8/7/98 J.5
11/4/98 J.O
2111/99 J.6
5/13/99 J.7
8/5/99 H
11/3/99 I
2116/00 <1.0 woo <!.0
,moo 5.1
!/00/01 ...
7111/01 H
lu:mcdlauoo Pcrl'ormancc Standani 2.8
-- -
TABLE 4 (Continued)
Groundwater Quality Summary
Upper/Lower Macon System
Macon/Dockery Site
Richmond County North Carolina
Toluene Chromium Barium Manganese
{ug/L) (ug/L) (ug/L) (u ~)
15 <IO <50 36
12 <JO <50 JI
9.1 <JO <50 JO
9.2 <JO <50 28
2.9 <JO <50 1'
<1.0 <JO <50 ll
<1.0 <10 <50 20
<J.0 <JO <50 9.l
32 <JO <50 <5.0
<1.0 <JO <50 <5.0
<1.0 <10 <50 <S.O
<J.0 <JO <50 <5.0
<:J_Q <JO 36 <5.0
<1.0 <10 <50 12
<1.0 <JO <50 7.2
<1.0 <JO <50 28,7
<1.0 <JO <50 8A
<LO <10 <50 16
<!.0 <JO <50 ll
<1.0 <JO <50 52
<LO <10 <50 1,
<!.O <10 <50 II
<l.O <JO <50 <5.0
<1.0 <JO <50 <5.0
<1.0 <10 <50 <5,0
<l.O <10 <50 <5,0
<I 0 <JO <50 <50
No, Sampled
<50 <JO <50 15
15 <JO 77 130
18 <JO 81 J,O
17 <JO 86 16-0
15 <JO 86 16-0
,.2 <10 100 150
<1.0 <JO <50 72
<1.0 <JO <50 " <1.0 <JO <50 72
<l.O <JO " 31
<6 <JO <50 21
<l.O <JO <50 20
<1.0 <JO <50 6A
<l.O <JO " 19
<1.0 <JO " 16
<LO <JO <50 <5.0
<LO <JO <50 <5.0
<1.0 <JO <50 55.1
<1.0 <JO <50 II
<LO ,10 <50 <5.0
<1.0 <10 <50 17
<1.0 <JO " 99
<1.0 <JO <50 88
<1.0 ,10 <50 70
<1.0 <10 <50 <5,0
<1.0 <JO <50 6.1
<1.0 <JO <50 6.0
<1.0 <JO <50 6A
<1.0 <JO <50 <5.0
No, Sampled
<1.0 <JO <50 7.3
1111111 50 1000 50
- -- - - ---
"'' Cadmium 1=d Suspended Solids
{ug/1..) (ug/L) (ug/L) {mg/L)
120 <0.30 ,.8 <5.0
I JO <0.30 ,., <5.0
110 <0.30 l.6 <5.0
110 <0.30 H <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 J 10
22 <OJO <3.0 ll
<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 <0.30 <3.0 <5.0
<20 <0.30 <3.0 NA
<20 <0.30 <3.0 <5.0
<20 <0.30 <3.0 5
<20 <0.30 <3.0 <5.0
<20 <0.30 <3.0 <5.0
<20 <0.30 <l.O <5.0
<20 <0.30 <3.0 <5.0
<20 " <3.0 <5.0
<20 <0.30 7.2 <5.0
<20 <0.30 <3,0 <5.0
<20 <0.30 <JO <5.0
<20 <0.30 <3.0 <5.0
,20 <0.30 <3.0 <5.0 ,,_ Dmm ...
<20 <0.30 <3.0 5.0
120 <0.30 5.5 <5.0
no <0.30 5 <50
16-0 <0.30 " <5.0
160 <OJO l.2 <5.0
2,0 <0.30 JJ <5.0
l2 <0.30 <3.0 7
57 <0.30 <3.0 <50 .. <0.30 <3.0 7
27 <0.30 <3.0 <5.0
" <0.30 <3.0 5
<20 <0.30 <3.0 6
<20 <0.30 <3.0 <5.0
<20 <0.30 <3.0 <5.0
<20 <0.30 <3.0 <5.0
<20 <0.30 <J.O <5.0
<20 <0,30 <3.0 NA
<:20 <O JO <J.O <5.0
<20 <0.30 <J.O <5.0
<20 <0.30 <3.0 <5.0
<20 <0,30 <l.O <5.0
<20 <0.30 5.0 '° <20 <0.30 <3.0 9.0
<20 25 <3.0 <5.0
<20 <0.30 6.4 <5.0
<20 <0.30 <3.0 <5.0
J9 <0.30 <l.O <5.0
<20 <0.30 <3.0 <5.0
<20 <0.30 <l.O <5.0
System o. .. ...
<20 <0.30 <J.O 12
5000 1'
- ---- - - -
Sample Dm Chlorofonn l, ! -Dichlorocthanc
Loo,,;oo (ug/L) (ug/L)
U/l Effluent -2124196 <LO <LO
2125/96 <l.0 <1.0
W.8/96 <l.O <1.0
3/8/96 <l.0 <LO
3/16/96 <l.O <l.0
413/96 <l.0 )8
5/3/96 <l.0 <1.0
615196 <l.O <1.0
7/1/96 <LO <l.0
7/30/96 <1.0 <l.0
9/4/96 <1.0 <1.0
10/1/96 <1.0 <I 0
l!n/96 <1,0 <LO
12/5/96 <l.O <1.0
1/6/97 <l.0 <1.0
214/97 <l.O <1.0
3/12/97 <l.0 <1.0
418/97 <1.0 <1.0
5112191 <l.O <1.0
06/97 <1.0 <l.O
717./97 <I 0 , ..
1125191 NA NA
sn191 <1.0 <LO
915/97 <LO <1.0
1012197 <1.0 <LO
11113/97 <l.O <!.O
12/5/97 <1.0 <l.0
1/9/98 <I 0 <l.O
2/5/98 <1.0 <l.O
3/5/98 <1.0 <l.O
4/3/98 <1.0 <1.0
5n/98 <1.0 <l.O
615198 <l.0 <LO
7/9/98 <1.0 <1.0
sn/98 <1.0 <LO
9/10198 <l.O <I 0
\ll/m8 <1.0 <1.0
l 1/4198 <1.0 <1.0
12/1198 <!.O <1.0
l/11/99 <l.0 <1.0
2/11/99 <l.O <1.0
3/5199 <LO <1.0
418199 <1.0 <!.0
5113199 <1.0 <1.0
6110/99 <1.0 <LO
7/8/99 <1.0 <LO .,,,, <1.0 <1.0
9/9/99 <1.0 <l.O
10/14/99 <LO <1.0
l 1/3/99 <!.O <:LO
12/3199 <l.O <1.0
2/17/00 <!.0 <LO ,moo <:1.0 <1.0
,moo <l.O <1.0
5/8100 <LO <1.0
6/9/00 <l.O <1.0 ,moo <1.0 <1.0
8/2/00 <l.O <:1.0
9125/00 <1.0 <:J.O
10/12100 <:1.0 <1.0
1/00/01 ... No<
4124!01 <:1.0 <1.0
m,01 <1.0 <:1.0
7120/01 <:1.0 <1.0
Rcmcdiarion Peifomw,ce Standard 3500
Note: 7125197 Sillllpled for Manganese only.
---TABLE 4
Groundwater Quality Summary
Upper/Lower Macon System
Macon/Dockery Site
Riehm d Cou ty North Carolina °" " ,,
l,J -Oich!orocthcnc
(""1-)
<1.0
<:LO
<LO
<LO
<:I.O
<!.0
<l.0
<:J.O
<LO
<l.0
<l.O
<1.0
<Io
<LO
<J.O
<1.0
<LO
<1.0
<1.0
<I 0
<l.0
NA
<l.0
<1.0
<l.0
<1.0
<1.0
<l.O
<1.0
<1.0
<1.0
<!.O
<1.0
<l.O
<l.0
<l.0
<I 0
<I 0
<l.O
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<l.0
<!.O
<I 0
<LO
<I 0
<l.O
<l.O
<:],0
<l.0
<1.0
<l.0
<1.0
<:\.O
Sampled
<:1.0
<1.0
<:LO
DUP-duplir;au:
Cis/trans-1,2-Dichlon,cthcnc
(ug/L)
<LO
<J.0
<)O
<1.0
<l.O
)6
<LO
<)O
<LO
<1.0
<1.0
<l.O
<1,0
<I 0
<1.0
<1.0
<1.0
<1.0
<l.O
<1.0
)8
NA
<Io
<1.0
<1.0
<I 0
<1.0
<1.0
<1.0
<l.O
<l.O
<l.0
<l.O
<1.0
<!.0
<LO
<1.0
<l.0
<l.O
<LO
<1.0
<1.0
<1.0
<l.O
<1.0
<l.O
<1.0
<LO
<!.O
<!.O
<:!.O
<l.O
<1.0
<1.0
<l.O
<l.0
<1.0
<l.O
<1.0
<1.0
<1.0
<1.0
<:1.0
70
NA .. Not Analrzcd
-- - - - ---
Methylene chloride Tctradtlorocthenc I, I, 1-T richloroethanc
(ug/L) (ug/L) (u ff)
<2.0 <l.0 <1.0
<2,0 <l.O <l.0
<2.0 <l.O <l.0
<2.0 <l.0 <1.0
<2.0 <1.0 <l.D
<2.0 <1.0 <l.0
<2.0 <)O <LO
<2.0 <1.0 <1.0
<2.0 <1.0 <1.0
<2.0 <1.0 <l.0
<2.0 <l.0 <)O
<2.0 <1.0 <1.0
<2.0 <1.0 <1.0
<2.0 <LO <1,0
<2.0 <1.0 <1.0
<2.0 <l.O <I 0
<2.0 <1.0 <l.O
<2.0 <LO <I 0
<2.0 <1.0 <l.0
<2.0 <LO <\ 0
<2.0 <1.0 <l.O
NA NA NA
<,0 <l.O <1.0
<2.0 <l.O <l.0
<2 0 <1.0 <l.O
<2,0 <l.0 <1.0
<2.0 <1.0 <1.0
<2.0 <l.0 <LO
<2.0 <!.O <l.O
<2.0 <!.O <1.0
<2.0 <l.O <i.O
<2,0 <].0 <1.0
<2.0 <l.O <1.0
<2.0 <I 0 <l.0
<2.0 <LO <1.0
<2.0 <1.0 <l.0
<2.0 <1.0 <l.0
<2.0 <1.0 <1.0
<2.0 <1.0 <1.0
<2.0 <1.0 <l.0
<2 0 <1.0 <l.O
<5.0 <1.0 <l.O
<2 0 <1.0 <1.0
<2.0 <1.0 <I 0
<2.0 <1.0 <1.0
<2 0 <l.0 <1.0
<2.0 <:1.0 <:1.0
<2.0 <1.0 <1.0
<2.0 <:1.0 <1.0
<2.0 <1.0 <1.0
<2.0 <:l.O <:1.0
<20 <LO <1.0
<2.0 <!.0 <1.0
<2.0 <l.0 <l.0
<2.0 <1.0 <1.0
<:2.0 <l.O <LO
<2.0 <l.O <LO
<:2.0 <l.O <1.0
<2.0 <LO <1.0
<2.0 <1.0 <l.0 ,,_ °""" ...
<2.0 <1.0 <l.0
<2.0 <1.0 <l.O
<2.0 <1.0 <LO
I 00
NS• Not Sampled
-- - -- - - -
Sample De, Trichloroethylcnc
Location (11g/L)
U/L Effluent ~ 2/24196 <l.O
2/25196 <LO
1128/96 <1.0
3/8196 <LO
3/16/96 <l.O
4!3/96 1.,
5/J/96 <l.0
615196 <l.O
7/1/96 <J.O
mot% <!.0
9/4/96 <!.0
IO/J/96 <\ 0
! ln/96 <!.O
12/5196 <1.0
1/6/97 <!.O
2/4197 <LO
3/U/97 <LO
4/S/97 <l.0
5/12191 <l.0
~6197 <1.0
112m <LO
7'25/97 NA
sn191 <1.0
9/5/97 <l.0
10/2/97 <1.0
11/13/97 <LO
1115191 <1.0
l/9/98 <1.0
115198 <1.0
3/5/98 <1.0
m/98 <1.0
5n/98 <1.0
6/5/98 <1.0
719198 <1.0
8n/98 <l.0
9/!0/98 <1.0
11112/98 <1.0
l l/4/98 <1.0
1111/98 <1.0
l/11/99 <1.0
Uli/99 <!.0
3/3199 <1.0
4/8/99 <LO
5113199 <1.0
6/10/99 <1.0
7""9 <1.0
815/99 <1.0
919199 <1.0
IOIW99 <1.0
1113/99 <LO
12/3,,, <!.0
2/!7/00 <1.0
3/9/00 <1.0 ,moo <1.0
518/00 <LO
6/9/00 <l.0
m/00 <l.0
,moo <1.0
9ill/OO <1.0
10/11100 <1.0
llll\1'01 ...
4124/01 <LO
513/01 <LO
7n0/01 <l.0
R=lediati011 Performance: Standard 2.8
Note: 7/25/97 Sampled for Manganese: o DUP. duplicau:
---TABLE 4 (Continued)
Groundwater Quality Summary
Upper/Lower Macon System
Macon/Dockery Site
Richmond County North Carolinll
Toluene Chromium Barium Manganese
(ug/L) (ug/L) (ug/L) (,,,iL)
<1.0 <IO 83 150
<1.0 <10 90 160
<1.0 <JO <50 32
<l.O <10 <50 39
<1.0 <10 <50 JI
<1.0 <JO <50 '4
<1.0 <JO 31 10
2.1 <JO <50 7.5
<l.0 <10 <50 <5.0
<1.0 <10 <50 <5.0
<LO <10 <50 <5.0
<!.O <JO <50 <SO
<1.0 <JO <50 <5.0
<l.O <JO <50 <S.O
<!.O <10 <50 <5.0
<LO <10 39 <S.O
<1.0 <10 <50 <5.0
<1.0 <10 <50 <5.0
<l.O <JO <50 <5.0
<l.0 <10 <50 <5.0
<1.0 <10 <50 79
NA NA NA 36
<1.0 <10 <50 " <1.0 <JO <50 <5.0
<1.0 <JO <50 6.3
<1.0 <JO <50 <5.0
<1.0 <10 <50 <5.0
<1.0 <10 <50 <5.0
<1.0 <10 56 <S.O
<1.0 <10 <200 <IS
<1.0 <JO <200 <5.0
<1.0 <JO <50 <5.0
<1.0 <10 <50 <5.0
<1.0 <JO <50 <5.0
<l.O <10 <50 9.2
<l.O <JO <50 6.7
<1.0 <JO 31 <10
<1.0 <JO <50 6.2
<1.0 <JO <SO <5.0
<1.0 <10 <50 <5.0
<1.0 <JO <50 <5.0
<1.0 <10 <50 <5.0
<1.0 <10 <50 <5.0
<1.0 <JO <50 <5.0
<l.0 <10 <50 <5.0
<l.O <JO <SO <5.0
<1.0 <10 <SO " <1.0 <JO <SO <5.0
<l.0 <10 <50 <5.0
<1.0 <JO <SO <5.0
<l.0 <JO <50 <5.0
<l.O <JO <SO <5.0
<l.0 <JO <SO <5.0
<l.O <JO <50 <5.0
<l.0 <10 <SO <5.0
<!.0 <10 <50 <5.0
<1.0 <JO <50 20
<1.0 <JO <50 <5.0
<1.0 <JO <50 <5.0
<1.0 <JO <50 <5.0
Nm Sampled
<1.0 <10 <50 <5.0
<1.0 <10 <50 <5.0
<1.0 <JO <50 <5.0
1000 50 1000 50
- -
Zinc Cadmium L=l
(ug/L) (,,,iL) (ug/L)
150 <0.30 3.7
170 <0 30 3.6
59 <0.30 <3.0
56 <0.30 <30
SI <0.30 <3.0
54 <0.30 3.6
21 <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 <J 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 <OJO <30
<20 <0.30 <3.0
<20 <0,30 <l.O
NA <0,30 NA
<20 <0.30 3.1
<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 "'30 <3.0
<20 <0.30 <3.0
<20 <0.30 <3.0
<20 "'30 <3.0
<20 <0.30 <3 0
<20 <0.30 <3.0
<20 <O.JO <3.0
<20 <0.30 <3.0
<20 <0.30 <3.0
<20 <0.30 <3.0
<20 <0.30 <3.0
<20 <OJO <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 <O.JO <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 <0.30 <3.0
27 <0.30 <3.0
<20 <0.30 <3.0
System Do=
<20 <0.30 <3.0
<20 <0,30 <3.0
<20 <0.30 <3.0
5000 IS
NA• Not Analy:ti:d NS -Not Sampled
- - --- -
Suspended Solids
(mg/L)
<5.0
<5.0 • <5.0
<S.O
10
<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
NA
NS
<5.0
" <5
<5
<5
<5
<5.0
<5,0
NA
<5.0
<5,0
<5.0
<SO
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<SO
<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
:Ji i !(. t.l , f-.--,, -B a a a B B ~i 1,~ C a a ;,; ~ ! ; § ; "' .--: """' > a I lj 1,_I _B_i_i_H_~_;_H_~_l_l~-~-H-~-~-H-~-----------------------l11-----i1 ~~s~~=~~~=~~~~~~~=~~~ ~~~~~~~=s~~=~~~~~~~~~~~==5~~~ ~~gg~ji~ji~~~~~§~i§~~ ~~~~ijg~i~~j~~~~~~~~~~~~~~jj~~ l/ ~ 'L ,-eii;eeee;;;;;;e;;;;;;; ill a ~~~~~~~~~~~c~~~~~~ ! I-{ I ,,, ••·•-••ec,ee«eee i ..., t:: e; ~ l;"':...,,.. .. "' .... ..., '° I-~1 ;111;;;e;;;;;;e;;;;;;; I\ t,. t,. A/\A A 1',AAA /\ ,.._,._ ,._,_,._ A/\A A bbbbbboobbbbbbbbbbbbb A AA A1' A AAAA A A A A A A A A A A;. bbobbbbbbbbbbbbbbboo~ §bgg;;;g;g;g:g;;:;~g; h A A h A A h h ;, A A A A A A A A A A A " bbbbbbbbbbbbbbbboboco ~e~~~5@5&ee~§@@@e@~@§§e@eeeee :~c~~555&&&~§g~@&5=~§§~~~ee~~ ~g~~~~s~g~~i§§ij58t~~~S~§§;~;s ee!ee@£@eeea§aA@e@e@§§e1eeeee n l~f I~, ~1 f ~g I-,.,.. e{{{eee!eeeeeeteeeeeee I--1 !iii!!!A!!!!!!A!!!!!!! b~~~oboboboooobooobbob I--~ c1 ~~~~~~~;~~, H ~ ft g ,... § i~~t !;. 0 0 .. -__ ____:.::=~"""" ~,1~i~ g z ..... It 3. 0 ~ ~"' ll'G-(11(11 lei~ if a ----------------~~:~~:~~-Jl~lr1' , ii 1 _; ' cl AAAAAAAAAAAAAAAA~A~AA bbbbobobooooobbbooobb AA A A A A A A A A A AA A A A A A A A A bbbbbbbbbbbbbbbbbboob @@@@!~~~QQ~§~§§~Q~@~~~Q§QQQQQ eeeee@@@eee1@aQ@eze~§§e1eeeoe . ·'''··················· rrt I-.1 t I-~~~A~~~~~~~~~N~~~~ bbbbbb~~~~-ww ~N~ -, eii;eeeeeeeee;e;eeeeee I--1 ; :::e::::::e::::::: I-§I s ;;;e;;;;;;e;;N:;;; ;:::::::::::::::::::: A A A A A A A A A A A A A A Ah A Ah A A bbbbbbbbbbbbbbbbbbbbb A A A A A A A A A A h h h A h h A A A A A bbbbbbbbbbbbbbbbbbbbb A h h h A A A A A A h h A A A A A A A A A bbbbbbbbbbbbbbbbbbbbb h A A A AA AAAAA A AA AAhAAAA bbbbbbbbbbbobbbbbbbbb ~o~~~~~~~ijg~ggg~~~~sss~S~s~~~ eeeee@@@eeea§Q@@e@e~§§e1eeeee eeeee@@@eeea@Qa@e@e@§§eaeeeee eeeeez@@eee1@1a@eze@§§e1eeeee eeeeez@~eeea@~t~~zez@@eae~~e~ 1,J lee • ii r " ' u l t ~i • 1H ~· ,-1
~ J' z ' , ' ( J H ·r J tf I ,si~•=~••c~l"s•••ss"i' ~-ai ~ii--~§;~iii ~ 3 e:::eee~~eeeee~~eeeeee 8 f--; ' a a """(:,""""""('>""""""" 000000000000000000 f--' il ~~t~~~~~z:s~~~~s~:r f--j • !S~&~S~~~~~!~S;§~~ f--_ b.~~~b.a~tb.b.b.~b.D.~aaD.b.b.b.b. b!!~bo-obbbobbwbbbbbbb f--~ ~tlt§i~ij§S~§~j§~~§ij§~§ f--r ~fii--""••··•-"••--"•• 3 ~aao~~ ~a0~tw-ggg -[[[ f--~ ~~~~i~~E~~~~~~@j~~~8~8 -i _•fJi•"••••••l!"•aU§,, •• P~AwAA~AAAAA~PPPAA ~¢~~~~¢~~-~~¢~~~~~ -. ' ~g~;~c=~~~t=:t~~~= -: $; ~~~~~~s:~s:s:~~s:s:s:s:~~ -;; . ~s;s;s;s;~~~~s:~~~~~~55 -§:::§~§••••§•§~•••§~§§ . -~ a ~ i ~ B B H . ~ a a a ~ = = ~ n -. " ·r > a ' s~5i~=~~~=~~~~~~~=$~~ ~~~~~~~=~~~=~~~i~~~~~~~==~$~~ ~~~ ~i~~§i§~~~~~~jjij ~~~~~~ii~~§~§§§ ~~~~~~~ij§jij eeeeee~eeeeeeeeeeeeee eeeeegaaaaa~a~~,ageaaaa~aaaaa """"""""""""""""""""" Q:b.~D,D,A:'.;";t,t,AO.:'."';;;:'.'.t'.:'.D,;";:'.t. ... ~('>(l(.lt,t, 000000000000000000000 o oo088~~~8§88888o8§§g ~~~~~ s~s§§6666=6666~=666o6 8~~~~~-~~~~~~6=66!~~=6~666=66 g~ggggg~~~~~~~~~gg~~§ ijS§~SS~5~8~~~~~~~~~~~g§~tii§~ 4b.D.4b.444444ddb.db.b.4444 b.40.(l,b.b.0.4444b.b.d4b.4444444444b.44 bbboobbbbbbbbbbbobbbb bbbobbbbbbbbbbbbbbbbbbbbbbbbb ~8~8~~~=~~~~t~i~jE~tij 8~88~i~~~~8~~88i8~~i~~~~8~ijgg £££~i£££££££££££££££& &&&££&&£~&£&££££££££&£&£&£&££ ..................... ························~---· ~~:8~~~~~~~~~~~~~~~t~ ~j~tt~~~~~et~~S~t~e~~~8~~~~~~ :~:!ie~~~~:~~~~~!!e!~ ~~;~:::;~;~:~ii~~~~~~c~!!~~~! ee:!ge~e~e:eeeteeeeee i~ii~~=~~s~~g~s1§~;;1s§1;~1ee zzAA ZZZZZZZZZZ zzz ~--PPPPzwwww•PPPP-~---~w~•p•~ ~~>>~~~>>>>>>>>>>~>>> C¢¢j~f~>b~~~•ei~~~~~~~o~~~~o• ~~~~~~~~~~~f~~~~~~f55 f~f~S:~~~f~~~~~~~~~fff~ff~ff55 ~~~§~ot~~~~==Ni~~~e~t 8~§~gga;~~!8~~~~o~j~c=¢~~~~~~ Z< .~ ! -[ :;..~ ·1 u I-n ,.[ i H ~J -• [! -I ~~ .[ < K ii ~i ~i !i: -< ~1 -n H J -, I' • 0 . ' • 0 [~~~ (j 8 !I. ;-i ~ 1~ 9i:;~ ~,Sig-;.!Cg,3._ n ;-a -• a ' . [ ~
-- - -
Well D,re
Number
l'-fW24 2/13/96
(DUP) 2/13/96
511196
8/1/96
11n/96
115191
5flJ/97
8/5/97
11/12/97
2/5/98
5/6/98
8/6/98
11/3/98
2/11/99
5112199
816199
11/2/99
2/17/00
5/9/00
813/00
1/18/01
7/l J/01
Macon Source Area
MW2A 2/lJ/96
5/2196
(DUP) 5/2/96
7/J 1/96
11/6/96
2/4/97
5/12/97
8/6/97
(DUPLICATE 2) I i/12/97
11/12/97
2/5/98
5/6/98
(DUP 2) 5/6/98
1117/98
(DUP-2) 8/7/98
11/4/98
(DUP-2) 11/4/98
1110/99
(DUP-2) 1110/99
5/13/99
(DUP-2) 5!13/99
816199
(DUP-2) 816/99
I 1/3/99
(DUP-2) 11/3199
2/17/00
{DUP-2) 2/17/00
5/8/00
(DUP-2) 5/8/00
8/2100
(DlJP-2) 8/2100
i/!7/01
(DUP-2) 1/17/01
7/11/01
(DLIP-2) 7/11/01
Remediation Performance Standard
NA= Not Analyzed
-
Chloroform I, I -Dichloroethane
(ug/L) (ug/L)
<1.0 84
<1.0 8.5
<LO 7.5
<1.0 3.7
<1.0 7.1
<1.0 26
<1.0 16
<1.0 17
<1.0 19
<1.0 32
<1.0 24
<l.0 30
<!.O 33
<!.O 24
<1.0 29
<1.0 27
<1.0 16
<1.0 33
<LO 28
<1.0 16
<i.O 23
<1.0 14
<1.0 3.6
<1.0 2.8
<1.0 3.4
<1.0 11
<1.0 3
<\ 0 2.7
<1.0 1.8
<2.0 <2.0
<20 <2.0
<2.0 <2.0
<5.0 <S.0
<5.0 64
<5.0 5.8
<25 <25
<25 <25
<25 <25
<25 <25
<25 <25
<25 <25
<25 <25
<25 <25
<25 <25
<25 <2l
<25 <25
<25 <25
<25 <25
<25 <25
<25 <25
<25 <25
<25 <25
<25 <25
<25 <25
<10 <10
<10 19
<10 19
3500
DL• Dilution
-- --- -
Table5
Groundwater Quality Summary
Macon/ Dockery Site
Richmond County North Carolina ' 1,1 • Dichloroethenc Cis/trans-1,2-Dichloroethenc Methylene chloride Tetrachloroethenc
(ug/L) (ug/L) (ug/L) (ug/L)
<LO <LO <2.0 <1.0
<1.0 <l.0 <2.0 <1.0
<1.0 <1.0 <2.0 <J.O
48 14 <2.0 5.2
<1.0 <LO <2.0 <1.0
<1.0 <LO <2.0 <1.0
<1.0 <1.0 <2.0 <1.0
<1.0 <1.0 <2.0 <1.0
<1.0 <1.0 <20 <1.0
<1.0 <1.0 <2.0 <1.0
<J.0 <1.0 <2.0 <1.0
<1.0 <1.0 <2.0 <1.0
<1.0 <LO <20 <1.0
<LO <\.O <2.0 <1.0
<10 <1.0 <2.0 <1.0
<1.0 <1.0 <2.0 <l.0
<LO <1.0 <2.0 <LO
<10 <l.O <2.0 <!.O
<1.0 <!.O <2.0 <1.0
<l.O <1.0 <2.0 <1.0
<1,0 <!.O <2.0 <LO
<1.0 <l.O <2.0 <1.0
20 54 <2.0 <1.0
13 7.7 <2.0 <1.0
18 9.3 <2.0 <1.0
<1.0 <1.0 <2.0 <1.0
4 13 <2.0 2.3
5.3 14 <2.0 27
36 3.7 <2.0 <1.0
35 <20 <4.0 <2.0
" <2,0 <4,0 4.1
61 <2.0 <4.0 3.6
110 5.2 <10 4.8
170 16 <10 22
140 13 <10 21
470 <25 <50 <25
380 <25 <50 <25
680 <25 <50 29
740 <25 <50 33
750 <25 <50 80
400 <25 <50 37
870 <25 <50 62
880 <25 <50 56
630 <25 <50 44
750 <25 <50 55
650 <25 <50 43
710 <25 <50 49
630 <25 <50 41
610 <25 <50 44
740 <25 <50 40
730 <25 <50 35
460 <25 <50 44
480 <25 <50 44
400 <25 <120 38
370 <10 <20 35
370 <10 <20 41
320 <10 <20 48
70
-- - --- -
\,\,I-Trichloroethane Trichloroethylene Vinyl chloride •=• Toluene
(ug/L) (ug/L) (ug/L) (ug/L) (ug/L)
<1.0 <1.0 <1.0 <LO <LO
<1.0 <1.0 <1.0 <1.0 <1.0
<J.O <1.0 <1.0 <1.0 <1.0
1.7 20 <1.0 <1.0 <1.0
<1.0 <LO <1.0 <1.0 L2
<1.0 <1.0 <J.0 <1.0 <J.0
<1.0 <1.0 <1.0 <1.0 <1.0
<1,0 <1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <LO <1.0 <J.0
<1.0 <1.0 <LO <1.0 <l.0
<1.0 <1.0 <1.0 <LO <LO
<1.0 <1.0 <1.0 <1.0 <!.O
<1.0 <1.0 <LO <1.0 <\ 0
<!.0 <1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <LO <1.0 <LO
<10 <1.0 <1.0 <1.0 <1,0
<1.0 <1.0 <1.0 <1.0 <LO
<1.0 <1.0 <1.0 <1.0 <1.0
<1,0 <1.0 <1.0 <LO <LO
<1.0 <1.0 <i.O <1.0 <\ 0
<1.0 <1.0 <1.0 <1.0 <LO
<1.0 <1.0 <1.0 <1.0 <LO
74 22 <1,0 <1.0 <J.O
,.1 20 <1.0 <1.0 <1.0
6.5 26 <l.0 <1.0 <1.0
<1.0 <!.O <1.0 <1.0 <1.0
1.5 21 <1.0 <1.0 <1.0
1.6 19 <1.0 <LO <1.0
5.5 12 <1.0 <1.0 <1.0
9.6 4 <2.0 <2.0 <2.0
16 9.2 <2.0 <2.0 <2.0
14 84 <2.0 <2.0 <2.0
23 12 <5.0 <5.0 <5.0
36 20 <S.O <5.0 <S.0
38 21 <S.0 <5.0 <S.0
78 <25 <25 <25 <25
64 <25 <25 <25 <25
93 <25 <25 <25 <25
110 <25 <25 <25 <25
130 25 <25 <25 <25
85 <25 <25 <25 <25
150 <25 <25 <25 <25
150 <25 <25 <25 <25
110 <25 <25 <25 <25
130 <25 <25 <25 <25
99 <25 <25 <25 <25
100 <25 <25 <25 <25
87 <25 <25 <25 <25
87 <25 <25 <25 <25
64 <25 <25 <25 <25
61 <25 <25 <25 <25
61 <25 <25 <25 <25
64 <25 <25 <25 <25
52 <25 <25 <25 <25
47 <10 <10 <10 <10
51 10 <10 <10 <10
53 11 <10 <10 <10
200 2.8 1000
- -- - -
Well Date
Number
MW24 2/13/96
(D\JP) 2113196
511196
8/1/96
\ln/96
2/5/97
5/13/97
8/5/97
I l/12/97
2/5/98
5/6/98
8/6198
1 J/3/98
2/11/99
5/12/99
8/6/99
11/2/99
2/17/00
5/9/00
SfJ/00
l/18/01
7/11/01
Macon Source Area
M\\/2A 2113/96
5(2/96
(DUP) S/2196
7/31/96
11/6/96
2/4/97
5/12197
8/6/97
(DUPLICATE 2) i l/12197
I 1112197
215/98
5/6/98
(DUP 2) 5/6/98
8n/98
(DUP-2) 8/7/98
l l/4/98
(DUP-2) 11/4/98
2110/99
(DUP-2) 21I0/99
5/13/99
(DllP-2) 5/13/99
8/6/99
(DUP-2) 8/6/99
11/3/99
(DllP-2) ! 1/3/99
2117/00
(DllP-2) 2117/00
5/8/00
(DUP-2) 5/8/00
8/2/00
(DUP-2) 812/011
1/17/01
(DUP-2) l/17/01
7/11/01
(DUP-2) 7/11/0!
Remed1&t1on Perfonnane<: Standard
NA= Not Analyzed
- -
Total Xylencs Acetone
(ug/L) (ug/L)
<J.0 <JO
<3.0 <JO
<3.0 <JO
<J.0 <JO
<3.0 <JO
<3.0 <JO
<J.0 <JO
<l.O <JO
<3.0 <JO
<3.0 <JO
<3.0 <JO
<3.0 <JO
<3.0 <JO
<3.0 <JO
<3.0 <JO
<3.0 <JO
<3.0 <JO
<3.0 <JO
<3.0 <JO
<3,0 <JO
<3.0 <JO
<3.0 <JO
<3.0 <JO
<3.0 <JO
<3.0 <JO
<3.0 <JO
<3.0 <JO
<3.0 <JO
<3.0 <JO
<6.0 <JO
<6.0 <20
<6.0 <20
<15 <50
<15 <50
<15 <50
<75 <250
<75 <250
<75 <250
<75 <250
<75 <250
<75 <250
<75 <250
<75 <250
<75 <250
<75 <250
<75 <250
<75 <250
<75 <250
<75 <250
<75 <250
<75 <250
<75 <620
<75 <620
<50 <250
<JO <JOO
<30 <JOO
<JO <JOO
4011 35011
-- --
Chromium
(ug/L)
56
57
<JO
<JO
<JO
<JO
<JO
<JO
<JO
<JO
<JO
<JO
38
20
<JO
<JO
JO
<JO
11
56
<JO
<JO
<JO
<JO
<JO
<JO
<JO
<JO
<JO
<JO
<JO
<JO
<JO
<JO
<JO
<JO
<JO
<JO
<JO
<JO
<JO
21
<JO
<JO
<JO
<JO
<JO
<JO
<JO
1l
27
<JO
13
<JO
<JO
<JO
<JO
50
Table 5 (Continued)
Groundwater Quality Summary
Maconffiockery Site
Richmond County North Carolina .
Barium Beryllium Manganese Nickel Vanadium
(ug/L) (ug/L) (ug/L) (ug/L) (ug/L)
320 <5.0 35011 40 130
370 <5.0 37011 <40 140
65 <5.0 24011 <40 <50
86 <5.0 25011 <40 <50
82 <5.0 27011 <40 <50
94 <5.0 25011 <40 <50
89 <5.0 2500 <40 <50
92 <5.0 <5.0 <40 <50
140 <5.0 2480 <40 <50
79 <5.0 2800 <40 <50
130 <5.0 2500 <40 <50
110 <5.0 2400 <40 <50
310 <5.0 30011 <40 74
190 <5.0 2800 <40 <50
I JO <5.0 2500 <40 <50
150 <5.0 25011 <40 <50
160 <5.0 24011 <40 <50
120 <5.0 2500 <40 <50
160 <5.0 25011 <40 <50
180 <5.0 25011 <40 <50
120 <5 0 2400 <40 <50
<5,0 2200 <40 <50
190 <5,0 140 <40 <50
150 <S.0 26 <40 <50
140 <S.O 19 <40 <50
120 <S.0 25 <40 <50
110 <5,0 ll <40 <50
1011 <5 0 <5.0 <40 <50
94 <5.0 6 <40 <50
JOO <5,0 6.7 <40 <50
103 <5.0 25.3 <40 <50
106 <5,0 41.4 <40 <50
110 <5.0 6.8 ""' <50
120 <5.0 <5.0 <40 <50
120 <5.0 <5.0 <40 <50
I JO <5.0 5.8 <40 <50
I JO <5.0 <5.0 <40 <50
120 <5.0 <5.0 <40 <50
\lO <5 0 <5.0 <40 <50
130 <5.0 <5,0 <40 <50
130 <5.0 <5,0 <40 <50
\lO <5,0 12 <40 <50
120 <5.0 9.0 <40 <50
130 <5,0 5.7 <40 <50
\JO <5.0 <5.0 <40 <50
120 <S.0 <5.0 <40 <50
120 <5,0 <5.0 <40 <50
\lO <5,0 <5.0 <40 <50
\lO <5,0 <5.0 <40 <50
140 <S.O 8.8 <40 <50
140 <5.0 48.0 <40 <50
130 <5.0 5.8 <40 <50
130 <5.0 8.6 <40 <SO
210 <S.O 10.0 <40 <SO
180 <5.0 8.4 <40 <SO
150 <5.0 10.0 <40 <SO
150 <S.O 6.1 <40 <SO
10011 50 1011 50
---- - - --
Zinc Cadmium L9d Mercury Cyanide Sus-pended Solids
(ug/L) (ug/L) (ug/L) (ug/L) (mg/L) {mg/L)
230 <0,30 J2 NA <JO 11011
"' <0.30 28 NA 19 10011
<20 <0.30 <3.0 NA <JO 15
25 <0.30 <3.0 NA NA 79
<20 <0.30 <J.0 NA NA 58
<20 <0.30 <:3,0 NA NA 49
<20 <0.30 <3.0 NA NA 82
20 <0,30 <J.0 NA NA 28
48.! <\ 4.3 NA NA 150
<20 <0.30 3.8 NA NA 13
30 <0.30 4.7 NA NA 91
<20 <0.30 4.5 NA NA 57
140 1.3 14 NA NA 590
68 <0.30 8.1 NA NA 160
28 <0.30 <3.0 NA NA 30
42 <0.30 5.5 NA NA 130
45 <0.30 4.5 NA NA 130
<20 <0.30 <3.0 NA NA 81
41 <0.30 <3.0 NA NA JOO
80 <0.30 6.2 NA NA 170
<20 <0,30 <3.0 NA NA 06
<20 <0.30 <3.0 NA NA 26
34 <0.30 <3.0 NA <JO 54
<20 <0.30 <3.0 NA <JO 7
<20 <0.30 <3.0 NA <JO 7
31 <0.30 <3.0 NA NA 15
<20 <0.30 <3.0 NA NA <5.0
<20 <0.30 <3.0 NA NA NS
<20 <0.30 <3.0 NA NA <5.0
<20 <0.30 <3.0 NA NA <5.0
<20 <\ <3.0 NA NA 9
<20 <I <3.0 NA NA 8
<20 <0.30 8.8 NA NA <5.0
<20 <0.30 <3.0 NA NA 8
<20 <0.30 <3.0 NA NA <S.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
35 <0.30 <3.0 NA NA 5.0
82 <0.30 <3.0 NA NA 6.0
22 <0.30 <l.O NA NA 6.0
24 <0.30 9.1 NA NA <5,0
72 <03.0 6.9 NA NA <5.0
45 I.I <JO NA NA <5.0
34 <0.30 <3.0 NA NA <5.0
<20 <0.30 <3.0 NA NA <5.0
<20 <0.30 <J.O NA NA 5.0
21 <0.30 <3.0 NA NA 13.0
410 <0.30 <l.O NA NA 28.0
20 <0.30 <l.O NA NA 9.0
52 <0.30 <3.0 NA NA <5.0
l4 <0.30 <J.0 NA NA 8.0
24 <030 <3.0 NA NA 8.5
48 <0.30 <l.O NA NA 12.0
31 <0.30 <3.0 NA NA <5.0
50011 I.I 154
-- ---
We!J Date Chloroform
Number (ug/L)
MW9 2/13/96 <l.O
512196 <1.0
1(3\196 <10
(DUP) 7/31/96 <10
11/6/96 <5.0
lJS/91 <LO
5/1'1197 <2.0
8/6/97 <2.0
111!21'J7 <l.O
(DUP 2) 2/5/98 <5,0
2/5/98 <JO
5/6/98 <JO
snns <5.0
(DUP-l) sn/9s <10
I 1/3/98 <10
l l/J/98 <10
2/!0/99 <5.0
(DUP-l) 2/10/99 <10
5/lJ/99 <10
(DUN) 5/13/99 <10
815199 <10
(DUP-l) U5/99 <10
l 1/2/99 <25
(DUP-1) 1112199 <25
2/17/00 <25
(DUP-1) 2/17/00 <25
5ffl/OO <25
(DUP-1) 5/8/00 <25
smoo <25
(DUP-l) 8/3/00 <15
J/17/01 <2.0
7/l J/01 <2.0
(DUP-1) 7/11/0I <5.0
Remediation Performance Standard
NA= Not Analyzed DL,. Dilution
- ----- -
Table 5
Groundwater Quality Summary
Macon/ Dockery Site
Richmond County North Carolina
l. l -Dichloroethane l.l -Dichloroethene Cis/trans-l ,2-Dichloroethene Methylene chloride Tetrachloroethene
(ug/L) (ug/L) (ug/1..) (ug/L) (ug/L)
120 <10 25 " 16
130 <10 160 <20 <10
250 <JO ''° <20 18
190 <JO 320 <20 <10
170 <5,0 100 <10 <50
76 8.2 13 <2.0 LS
80 52 59 <4.0 6.9
56 22 " <4.0 6.6
48 33 47 <2,0 12
150 12 310 <JO <5,0
100 <10 220 <20 <10
63 54 250 <20 16
90 \,0 350 <10 27
59 I 10 310 <20 20
62 160 300 <20 22
56 200 280 <20 23
75 I 10 130 <10 18
71 150 160 <20 18
73 270 250 <20 30
80 220 200 <20 22
S4 160 140 <10 17
" 150 150 <10 " <25 580 320 <50 49
<15 56-0 340 <50 49
<25 520 250 <50 51
<25 510 240 <50 48
<25 510 220 <50 69
<25 530 200 <50 «
<25 400 190 <50 56
<25 410 180 <50 59
71 45 19 "'' 13
55 " 5.1 <40 10
9.9 130 <S.O <10 <5.0
3500 70
DUP <lupl~
- ---- --
l. l. !-Trichloroethane Trichloroethylene Vinyl chloride •=• Toluene
(ug/L) (ug/1.) (ug/L) (ug/L) (ug/L)
<10 10 35 <10 <10
<10 23 160 <10 <10
<10 24 190 <10 <10
<10 21 100 <JO <10
7 II 7.5 <5.0 <50
2.6 L3 4.2 14 <1.0
12 7.3 9 <2.0 <2.0
7.4 4.6 6.4 <2.0 <2.0
II 95 16 <1.0 <1.0
6 39 100 <5.0 <5.0
<10 24 47 <10 <JO
<10 65 20 <10 <JO
36 40 30 <5.0 <5.0
28 31 19 <10 <10
27 32 19 <JO <10
30 32 <10 <10 <10
19 22 32 <5.0 <5.0
24 24 26 <JO <10
54 34 25 <10 <JO
" 27 26 <10 <10
34 18 29 <JO <10
41 22 26 <10 <10
98 46 <25 <25 <25
100 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 <15 <25
" 35 <25 <25 <25
,.5 5.6 " <2.0 <2.0
3.7 3.6 10 <2.0 <2.0
29 <5.0 <5.0 <5.0 <5.0
200 1000
- -- ---
Well Date
Number
MW9 2/13/96
S/'1J96
7/31/96
(DUP) 7/31/96
11/6/96
US/97
5/12/97
8/6/97
11/12/97
(DUP 2) 2/5/98
215198
5/6/98
Sn/98
(DUP-1) sn/9s
11/3/98
11/3/98
2/10/99
(DUP-1) 2110199
5/13/99
(DUP-1) 5/13/99
8/5/99
(DUP-1) 8/5/99
1112199
(DUP-1) I lf2/99
1111100
(DUP-1) 1111/00
5/8/00
(DUP-1) 5/8/00
8/3/00
(DUP-1) 8/3/00
1/17/01
7/11/01
(DUP-1) 7/11/01
Remediation Performance Standard
NA= Not Analyzed
Total Xylenes
(ug/L)
<30
9.8
<30
<30
13
9.5
<6.0
<6.0
<3.0
<15
<30
<30
<15
<30
<30
<30
<15
<30
<30
<30
<30
<30
<15
<15
<7'
<15
<15
<15
<15
<15
<6.0
<6.0
<15
400
- - - ---
Acetone Chromium
(ug/L) (ug/L)
160*F32 1200
190 300
<IO 210
120 170
220 47
100 26
<20 68
89 160
<IO 75.7
<50 43
<100 39
<100 31
<50 15
<100 <10
<100-73
<100 69
<IO 16
<IO 18
<100 " <100 " <100 S3
<IO0 41
<250 630
<250 1200
<250 320
<250 270
\100 69
<250 66
<620 260
<620 290
<20 38
<20 66
<50 90
3500 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)
7400 6.1 7800 1800 500
3300 <5.0 5600 520 140
IJOO <5.0 3900 290 78
JIOO <5.0 4700 230 61
530 <5.0 5100 84 <50
810 <5.0 4900 60 <50
1100 <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 8Z <50
760 <5.0 7900 46 <50
900 <5.0 6800 61 <50
660 <5.0 5800 " <50
1300 <5.0 5300 190 <50
1200 <5.0 '800 180 <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 '20 680 110
3400 <5.0 950 1200 220
1600 <5.0 300 400 66
1400 <5.0 260 350 59
650 <5.0 " 84 <50
590 <5.0 84 77 <50
1400 <5.0 260 310 54
1500 <5.0 290 340 61
1700 <5.0 5600 " <50
1200 <5.0 4900 120 <50
220 <5.0 300 <40 <50
1000 50 JOO 50
Zinc
(ug/L)
790
210
140
130
33
42
51
170
81.4
39
36
26
30
<20
79
64
30
29
56
" S3
" 210
360
120
99
42
62
120
130
52
79
62
5000
- ----- -
Cadmium Lead Mercury Cyanide Suspended Solids
(ug/L) (ug/L) (ug/L) (mg/L) (mg/L)
2.6 " NA <IO 890
<0.30 12 NA <10 1700
<0.30 12 NA NA 830
<0.30 96 NA NA 940
<0.30 <3.0 NA NA 260
2 <3.0 NA NA 140
<0.30 35 NA NA 490
1.8 3.5 NA NA 750
<I <3.0 NA NA 600
<0.30 5.3 NA NA 240
<0.30 37 NA NA 210
<0.30 <3.0 NA NA 61
<0.30 <3.0 NA NA 39
<0.30 <3.0 NA NA 34
0.70 <3.0 NA NA 180
0.50 <3.0 NA NA 270
<0.30 <3.0 <0.20 NA 140
<0.30 <3.0 <0.20 NA 140
0.39 <3.0 <0.20 NA 220
0.30 <3.0 <0.20 NA 2'0
0.79 <3.0 <0.20 NA 270
0.36 8 <0.20 NA 220
<0.30 10 0.59 NA 1900
0.39 15 0.58 NA 1600
<0.30 5.2 0.73 NA 1200
<0.30 4.2 0.61 NA 1100
<0.30 <3.0 0.26 NA 42
<0.30 <3.0 0.31 NA 120
<0.30 6.0 LI NA 510
<0.30 6.2 0.97 NA '70
1.10 <3.0 <0.20 NA 470
0.46 3.2 NA NA 380
<0.30 130.0 LI NA 200
15 LI 154
- - ---- - - - ---
Well Dm Chloroform I, I • Dichloroethane
Number (ug/L) (ug/L)
MW-II 2/14196 <l.O <1.0
512/96 <1.0 <l.0
7/30/96 <10 <LO
11/6/96 Ll <l.0
2/4/97 <l.0 <LO
S/!2197 <1.0 <1.0
8/6197 <1.0 <1.0
l l/!3/97 <1.0 <1.0
2/5/98 <1.0 <1.0
5/6198 <10 <l.O
snm <1.0 <1.0
11/4/98 <1.0 <1.0
2/10199 <1.0 <1.0
5/12/99 <1.0 <1.0
8/5/99 <LO <1.0
11/2199 <1.0 <l.O
'2117/00 <1.0 <1.0
5/8/00 <1.0 <1.0
8D/OO <1.0 <l.O
1/17/01 <1.0 <1.0
7/11/01 <1.0 <l.O
MW-19 '2113/96 <1.0 210E
(DL) '2113196 <1.0 240
512196 <1.0 55
(DL) 5f2/96 <1.0 42
7/31/96 <1.0 <l.0
l 1/6/96 <1.0 14
'215/97 <25 <25
5/12/97 <S.D 9.7
U6n7 <1.0 69
\l/1'2197 <5.0 15
'215/98 <5.0 <S.0
5/6198 <1.0 20
sn/98 <S.0 40
!1/31')8 <S.O 19
2/J0/99 <2.0 <2.0
5/lJ/99 <5,0 <5.0
U5/99 <5.0 <5.0
l l/'2199 <S.O <5.0
'2117/00 <5.0 <5.0
5moo <2.0 3.0
8/J/00 <2.0 5.4
1/18/0] <S.0 6.6
7/11/01 Monitoring
Remediaoon Performance Standard 3500
NA"-Not Analyzed DL ._ Dilution
1,1 -Dich!oroethene
(ug/L)
4.5
45
53
5.8
5 5
6.2
19
4 u
3.2
16
16
14
18
<1.0
14
2.1
19
<l.O
14
2
12
<l.0
13
5
51
110
250
14
44
54
93
13
8.6
88
36
<5.0
56
43
63
70
77
130
Wei!
DUP dupLicou,
Table 5
Groundwater Quality Summary
Macon/ Dockery Site
Richmond County North Carolina ,,
Cis/trans-1,2-Dichloroethene Methylene chloride Tetrachloroethene
(ug/L) (ug/LJ (ug/L)
<1.0 <2.0 <1.0
<1.0 <2.0 <1.0
<1.0 <2.0 <l.O
<1.0 <2,0 <1.0
<1.0 <2,0 <l.0
<1.0 <20 <1.0
<1.0 <2.0 <l.O
<1.0 <2.0 <l.0
<1.0 <2.0 <10
<1.0 <20 <1.0
<1.0 <20 <1.0
<1.0 <2.0 <1.0
<1.0 <2 0 <LO
<LO <2,0 <1.0
<1.0 <2.0 <1.0
<1.0 <2.0 <l.0
<!.O <2.0 <1.0
<1.0 <2.0 <1.0
<LO <20 <1.0
<1.0 <2.0 <1.0
<!.0 <2.0 <l.O
86 12 89
100 <2.0 <1.0
43 <2,0 1.7
33 <2.0 <1.0
89 <2,0 48
120 <20 16
120 <50 32
46 <10 <5.0
43 <2.0 18
43 <10 13
JO <10 7.5
27 <2.0 14
92 <10 14
78 <10 20
13 <4.0 7.6
26 <10 9.4
16 <10 5.5
94 <10 <5.0
II <10 <5.0
84 <4.0 5.0
16 <40 12.0
20 <10 22.0
N9' Sampled o, ..
70
- -- --- -
I, I, l-T richloroethane Trichloroethylene Vinyl chloride ·-· Toluene
(ug/L) (ug/L) (ug/L) (ug/L) (uglL)
<1.0 7 <1.0 <1.0 <1.0
<1.0 5.7 <LO <LO <1.0
<1.0 5 8 <1.0 <LO <1.0
LI 8 5 <1.0 <1.0 <1.0
<LO 8A <IO <1.0 <1.0
<1.0 8 <1.0 <1.0 <1.0
<1.0 2.9 <1.0 <1.0 <1.0
<1.0 64 <1.0 <1.0 <1.0
<LO 5.9 <1.0 <1.0 <1.0
<1.0 4.3 <LO <1.0 <1.0
<1.0 29 <1.0 <LO <1.0
<1.0 2.6 <1.0 <1.0 <1.0
<1.0 2.9 <1.0 <1.0 <1.0
<1.0 3.1 <1.0 <1.0 <1.0
<LO 16 <1.0 <LO <1.0
<1.0 2.5 <1.0 <1.0 <1.0
<1.0 3.3 <1.0 <1.0 <1.0
<1.0 2.6 <1.0 <1.0 <1.0
<1.0 LS <1.0 <1.0 <1.0
<1.0 1.2 <1.0 <1.0 <1.0
LI 2.6 <LO <1.0 <1.0
15 5.9 910E 4.1 <1.0
<1.0 <1.0 660 <1.0 <1.0
6.1 12 IOOE <1.0 <1.0
<1.0 78 43 <1.0 <1.0
25 " 29 I <1.0
" 21 <10 <10 <10
75 26 <25 <15 <25
82 7A <5.0 <S.O <5.0
II 16 28 <l.0 <1.0
16 II <5.0 <5.0 <5.0
28 5.6 <5.0 <5.0 <5.0
62 14 7.2 <!.0 <1.0
6.9 23 86 <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 <5.0 <5.0
12 <5,0 <5.0 <5.0 <5.0
7.4 <5.0 <S.O <5.0 <5.0
9.9 <5.0 <5.0 <5.0 <5.0
6.7 2., <2.0 <2.0 <2.0
12.0 5.1 <2.0 <2.0 <2.0
22.0 7.1 <5.0 <l.0 <5.0
To D,y Conditions
200 28 1000
-- ----
Well Date
Number
MW-II 2/14/96
5/'2J96
7/30/96
! 1/6/96
214/97
5/12/97
8/6/97
l !/13/97
2/5/98
5/6/98
8/7/98
I J/4/98
2/10/99
5/12/99
8/5/99
11/2/99
2/17/00
5/8/00
8/3/00
1/17/01
7/11/01
MW-19 2/13/96
(DL) 2/13/96
5/2/96
(DL) 5/2/96
7131196
I J/6196
2/5/97
5/12/97
8/6/97
11/12/97
2/5/98
5/6/98
8n/98
11/3/98
2/10/99
5113199
8/5/99
I lnJ99
2/17/00
5/8/00
8/3/00
1/18/01
7/11/01
Remediation Performance Standard
NA = Not Analyzed
Total Xylencs
{ug/L)
<3.0
<3.0
<3.0
<3.0
<3 0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<75
<15
<3.0
<15
<15
<3.0
<15
<15
<6.0
<15
<15
<15
<15
<6.0
<6.0
<15
400
- -- - - -
Acetone Chromium
(ug/L) (ug/L)
<10 <10
<10 <10
<10 <10
<10 <10
<10 <10
<10 <10
<10 18
<10 16.6
<10 <JO
<10 <10
<10 <10
<10 <10
<10 <10
<10 <10
<10 16
<10 <10
<10 II
<10 16
<10 II
<10 14
<10 <10
24•FJ2 210
<10 <10
<10 59
<10 <10
<JO 18
<100 240
<250 520
<50 <JO
<10 37
<50 51.2
<50 23
<10 29
<50 18
<50 <10
<20 18
<50 13
<50 160
<50 180
<50 120
<20 2000
<50 2400
<50 1900
3500 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)
160 <5.0 85 <40 <50
93 <5.0 13 <40 <50
120 <5.0 35 <lO <50
90 <5.0 10 <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 31 <40 <50
110 <5.0 17 <40 <50
100 <5.0 13 <40 <50
99 <5.0 10 <40 <50
220 <5.0 100 <40 <50
170 <5.0 66 <40 <50
120 <5.0 22 <40 <50
130 <5.0 28 <40 <50
230 <5.0 93 <40 <50
200 <5.0 78 <40 <50
ISO <5.0 68 <40 <50
170 <5.0 3900 87 <50
<10 <S.O <5.0 <40 <50
170 <5.0 3100 41 <50
<10 <5.0 <5.0 <40 <50
120 <5.0 2900 78 <50
130 <5.0 2500 l~O <50
120 <5.0 2800 91 <50
94 <5.0 2600 <40 <50
130 <5.0 2600 <40 <50
147 <5.0 2600 46.5 <50
90 <5.0 2200 <40 <50
97 <5.0 1800 <40 <50
170 <5.0 3400 44 <50
130 <5.0 2300 <40 <50
110 <5.0 1700 <40 <50
89 <5.0 1400 <40 <50
200 <5.0 1800 97 51
230 <5.0 1700 130 69
150 <5.0 1400 71 <50
220 <5.0 1600 150 83
360 <5.0 2100 270 160
330 <5.0 2000 260 130
Monitoring Well Not Sampled Doo
1000 50 100 50
Zinc
(ug/L)
30
23
21
<20
26
<20
45
20.7
<20
<20
<20
22
24
24
84
29
<20
46
40
34
30
<20
<20
<20
<20
<20
<20
24
<20
<20
26.2
<20
<20
31
25
43
<20
30
37
<20
44
96
go
To
5000
- ----- -
Cadmium Lead Mercwy Cyanide Suspended Solids
(ug/L) (ug/L) (ug/L) {mg/L) (mg/L)
<0.30 3.2 NA <10 400
<0.30 6.7 NA <10 9
<0.30 <3.0 NA NA 32
<0.30 <3.0 NA NA 8
<0.30 <3.0 NA NA 53
<0.30 <3.0 NA NA <5.0
<0.30 5.3 NA NA 500
<I <3 NA NA 110
<0.30 II NA NA 64
<0.30 <3 NA NA 10
<0.30 4.2 NA NA 60
<0.30 <3.0 NA NA 21
<0.30 <3.0 NA NA <5.0
<0.30 <3.0 NA NA <5.0
<0.30 4.8 NA NA 410
<0.30 <3.0 NA NA 290
<0.30 <3.0 NA NA 36
<0.30 <3.0 NA NA " <0.30 4.0 NA NA 920
<0.30 4.4 NA NA 480
<0.30 3.3 NA NA 180
<0.30 <3.0 0.51 <10 53
<0.30 <3.0 <0.20 <10 <5.0
<0.30 <3.0 0.22 <10 47
<0.30 <3.0 <0.20 <10 <5.0
<0.30 <3.0 <0.20 NA 23
<0.30 <3.0 <0.20 NA 39
<0.30 <3.0 <0.20 NA 31
<0.30 <3.0 0.12 NA 13
<0.30 <3.0 <0.20 NA 75
<1.0 <3.0 <0.20 NA 120
<0.30 <3.0 <0.20 NA 21
<0.30 <3.0 <0.20 NA 52
<0.30 <3.0 <0.20 NA 15
<0.30 <3.0 <0.20 NA 7
<0.30 <3.0 <0.20 NA 14
0.30 <3.0 <0.20 NA 10
<0.30 8.8 0.32 NA 390
<0.30 4.8 0.25 NA 660
<0.30 <3.0 <0.20 NA 400
<0.30 <3.0 <0.20 NA 520
0.85 9.2 0.81 NA 1300
0.66 9.4 0.35 NA 1300
D,y Conditions
5 15 I.I 154
- -- ----- - - - -
Table 5
Groundwater Quality Summary
Macon/ Dockery Site
Richmond County North Carolina ,,
Well Date Chloroform \, I -Dichloroelhane I.I -Dichloroethene Cis/truts-1,2-Dichloroethene Methylene chloride Tetrach!oroethene
Number
Upper Maron
MW-21 2114/96
5121%
7130/96
11n/%
2/4197
5/12/97
8/6/97
11/! l/97 von,
5/51"]8
8/6/98
1113/98
2111m
5/12199
~6199
l l/J/99
2117/00
5/9/00
8J2JOO
1/18/0]
7/11/01
MW2J 2115/96
5/J/96
(DUP) 5Mf>
7/J0/96
l l/6/'J6
214/97
5/12/97
8/6/97
11/11197
215/98
5/5/98
8/6/'}8
11/4/98
2110/99
5/13/99
8/5/99
l I/J/99
2117/00
5"/00
8/2/00
1/18/01
7/J 1/01
Remediano11 Performance Standard
NA= Not Analyzed
{ug/L) (ug/L)
<1.0 3.1
<1.0 2.1
<1.0 <l.0
<1.0 u
<1.0 '' <1.0 13
<1.0 I.I
<1.0 ,,
<1.0 <1.0
<1.0 1.4
<1.0 <1.0
<1.0 <1.0
<1.0 L2
<LO <1.0
<1.0 <1.0
<1.0 LI
<!.O <1.0
<1.0 u
<l.O ,,
<1.0 LS
<1.0 2.4
<1.0 3.9
<1.0 2 g
<1.0 2 g
<LO 3.1
<1.0 4.3
<1.0 6.9
<1.0 g 9
<1.0 7.3
<\.0 g I
<1.0 9.5
<!.O lO
<1.0 9.1
<IO 15
<l.0 14
<l.0 23
<l.O " <1.0 " <l.O 22
<1.0 24
<1.0 " <1.0 16
<LO 6.8
3500
DL= Dilution
(ug/L) (ug/L) (ug/Li (ug/L)
<1.0 <LO <2.0 12
<1.0 <1.0 <2.0 <1.0
<1.0 l.2 <2.0 <1.0
<1.0 <IO <2.0 <1.0
<l.0 <1.0 <2.0 <1.0
<1.0 <1.0 <2 0 <1.0
<1.0 <1.0 <2.0 <1.0
<1.0 <1.0 <2.0 <1.0
<1.0 <1.0 <!.0 <1.0
<1,0 I <2.0 <1.0
<1.0 <\.0 <2 0 <1.0
<1.0 <1.0 <2.0 <1.0
<1.0 <1.0 <2.0 <1.0
<1.0 <l.O <2 0 <l.0
<1.0 <1.0 <20 <1.0
<1.0 LI <2 0 <l.O
<1.0 L9 <!.0 <1.0
<LO 19 <2.0 <LO
<1.0 1.7 <2.0 <l.O
<1.0 ,, <2.0 <l.0
<l.O 2.0 <!.0 <1.0
<1.0 5.1 <!.0 <1.0
<l.0 3.8 <2.0 <1.0
<1.0 ,, <2.0 18
<1.0 6.3 <2.0 <1.0
<1.0 ,.9 <2.0 12
L6 82 <2.0 2.7
3.4 lO <2.0 3 g
1.7 1.9 <2.0 2.3
3 ,., <2.0 3.4
2.1 II <2.0 ,.
16 1.2 <2.0 H
<1.0 6.1 <2.0 L2
LI ,. <2.0 L,
13 1.5 <2.0 2.1
LI II <20 2.1
<1.0 6.9 <2.0 L2
LI 7.6 <20 L6
12 5.1 <!.0 L6
LI 13 I <!.0 19
<1.0 5.3 <2.0 16
L5 SA <2,0 18
<1.0 3.9 <2.0 L2
7 70
- ---- - -
I, I, 1-T richloroethane Trichloroethylene Vinyl chloride Benzene Toluene
(\lglL) (ug/L) {ug/L) (ug/L) (ug/L)
<1.0 6.4 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0 <LO
<J.0 5.3 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0 1.4
<1.0 7.1 <1.0 <1.0 <1.0
<1.0 7.7 <1.0 <1.0 <1.0
<1.0 6.4 <1.0 <l.0 <l.0
<1.0 7 <1.0 <l.D <1.0
<1.0 5.1 <1.0 <\.0 <!.0
<1.0 6 <1.0 <l.0 <LO
<1.0 lO <1.0 <1.0 <1.0
<1.0 87 <1.0 <!.0 <!.0
<1.0 7.6 <1.0 <!.O <!.0
<LO 9.3 <1.0 <l.O <LO
<LO 6.9 <1.0 <1.0 <1.0
<1.0 1.5 <J.O <l.O <1.0
<!.0 1.2 <1.0 <1.0 <1.0
<1.0 8.5 <1.0 <1.0 <1.0
<l.O 8.9 <1.0 <1.0 <1.0
<1.0 9.6 <J.0 <1.0 <1.0
LI lO <1.0 <1.0 <1.0
<1.0 24 <1.0 <1.0 <1.0
<l.0 II <!.O <1.0 <1.0
<l.0 " <1.0 <1.0 <1.0
<LO 20 <l.0 <\.0 <1.0
<1.0 12 <l.0 <\.0 I
I 16 <1.0 <1.0 <1.0
<1.0 19 <l.0 <!.O <l.0
<1.0 " <1.0 <1.0 <1.0
<1.0 " <1.0 <1.0 <1.0
LI 16 <LO <1.0 <J.0
18 12 <1.0 <1,0 <1.0
LI " <1.0 <1.0 <1.0
1.4 13 <1.0 <1.0 <1.0
u lO <1.0 <l.0 <1.0
2.1 12 <1.0 <1.0 <l.0
1.7 7.2 <1.0 <l.O <1.0
1.4 7.2 <1.0 <1.0 <l.0
LS 6.3 <1.0 <1.0 <l.0
L7 1.3 <1.0 <1.0 <1.0
LI 6.7 <1.0 <1.0 <1.0
LI 6.5 <1.0 <1.0 <1.0
L• 7.9 <1.0 <1.0 <1.0
200 28 IOOO
- -- --
We!J o ...
Number
UpperMKon
MW-21 2/14/96
l/2J96
7130/96
I ln/96
V<197
5/12197
8/6/97
11/11/97
V6/98
5/Sr'JS
8/6/98
l l/3198
2/11199
5112/99
8/6199
l l/3/99
2/17/00 ,moo
8/2/00
1118/01
7/! 1/01
MW23 2/15/96
lB/96
(DUPl 5/3/96
7/J0/96
ll/6/96
2/4197
5/12197
8/6m
11/11/97
215198
S/5198
8/6/98
l)/4/98
2/10/99
5/13/99
8/5/99
11/3/99
21!7/00
l/B,00
812100
!/16/01
7/11/01
Remediation Performmce Standard
NA= Not Analyzed
- -
Total Xylenes Acetone
(ug/L) (ug/L)
<3.0 <IO
<3.0 <IO
<3.0 <10
<J.O <10
<3.0 <10
<3.0 <10
<3.0 '10
<JO <10
<J.O <10
<3.0 <10
<3.0 <10
<3.0 <10
<3.0 <10
<3.0 <10
<3.0 <10
<3.0 <10
<3.0 ,10
<3.0 <10
<) 0 <10
<3.0 <10
<3,0 <10
<3.0 20
<3.0 <10
<3.0 <10
<3.0 <20
<3.0 <10
<J.O <10
<3.0 <10
<3.0 <10
<l.O <10
<3.0 <10
<3.0 <10
<3.0 <10
<3.0 <10
<3.0 <10
<3.0 <10
<3.0 <1.0
<3.0 <10
<3.0 <10
<3.0 <JO
<3.0 <10
<3,0 <10
<JO <10
3500
-- - -
D 0
Table 5 (Continued)
Groundwater Quality Summary
Macon/Dockery Site
Richmo d C unty North Carolina
Chromiur Barium Berylliu Mmganese Nickel Vanadium
(ug/L) (ug/L) {ug/L) (ug/L) (ug/L) (ug/L)
<10 <50 <5.0 6.3 <40 <50
<10 <50 <5.0 <50 <40 <50
<10 <50 <5.0 <5,0 <40 <50
<10 <50 <5.0 8.3 <40 <50
<10 <10 <S.O <5,0 <40 <50
<10 <50 <5.0 <5.0 <40 <50
<10 <50 <5.0 <5,0 <40 <50
<10 <50 <5.0 <5,0 <40 <50
<10 <50 <5.0 <5.0 <40 <50
<10 <50 <S.O <50 <40 <50
<10 <50 <5.0 <5.0 <40 <50
<10 <50 <5.0 <5 0 <40 <50
<10 <50 <50 <5.0 <40 <50
<10 <50 <50 <5.0 <40 <50
<10 <50 ,so <'5.0 <40 <50
<10 <50 <5,0 <5.0 <40 <50
<10 <50 ,so <5.0 <40 <50
<10 <50 <5.0 <5.0 <40 <50
<10 <50 <S.O <5.0 <40 <50
<IO <50 <5.0 <5.0 "' <50
<10 <50 <5.0 <5.0 "' <50
49 230 l.3 1200 <40 120
29 170 <S.O 900 0,0 87
<10 <50 <S.O <5.0 <40 <50
<10 <50 <5.0 79 <40 <50
<10 <50 <5,0 49 <40 <50
<10 <10 <5,0 l2 "' <50
<10 <50 <5.0 41 «o <50
<10 <50 <S.O 82 0,0 <50
<10 <50 <S.O 4l.l <40 <50
<10 <50 <S.O JI 0,0 <50
<10 <50 <S.O 36 <40 <50
<10 <50 <5.0 39 <40 <50
<10 <50 <S.O 130 <40 <50
<10 <50 <S.O 60 0,0 ,,o
ll 54 <5.0 470 56 <50
21 84 <5.0 6l0 68 <50
12 ,,o <5.0 260 «o <50
<10 ,,o <5.0 71 <40 <50
<10 <50 <S.O 190 0,0 <50
19 51 <S.O 200 «o ,,o
<10 <50 <5,0 l7 "' <50
19 l9 <5.0 410 0,0 ,,o
lO 1000 100 50
- - ----- -
Zinc Cadmium ~ Mercury Cyanide Suspended Solids
{ug/L) (ug/L) (ug/L) {ug/L) (mg/L) (mg/L)
<20 <0.30 <3.0 NA <10 9
<20 <0.30 20 NA <10 9
<20 <0.30 <3.0 NA NA <S.O
<20 <0.30 <)0 NA NA II
<20 <0.30 <J.O NA NA <5.0
<20 <0.30 <J.O NA NA <5.0
<20 <0.30 <3.0 NA NA <5.0
<20 <J.0 <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 <OJO <3.0 NA NA <5.0
<20 <0,30 J.3 NA NA <5.0
<20 <O.JO <3.0 NA NA <5.0
<20 <O,JO <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 <0.J0 <3.0 NA NA <5.0
260 <0.30 28 0.22 <10 1400
llO <0.30 21 <0.20 <10 HO
<20 <0.30 <3,0 <0.20 <10 <5.0
35 41.30 3.l <0,20 NA " <20 <0.30 <3.0 <0.20 NA 20
<10 <0.30 <3.0 <0,20 NA 15
<20 <0.30 <3.0 0.08 NA 140
<20 4.7 470 <0.20 NA 19
<20 <LO <)0 NA NA 12
<20 <0.30 <3.0 <0.20 NA <S.O
<20 <0.30 <3.0 <0.20 NA 9
<20 <0.30 <) 0 <0.20 NA 9
41 <0.30 <3.0 <0.20 NA 36
<20 <0.30 <3.0 <0.20 NA 15
l2 <0.30 <J.0 <0.20 NA 110
74 <0.30 62 <020 NA 110
47 <0.30 J.6 <0,20 NA 91
<20 <OJO <3.0 <0,20 NA 18
2l <0.30 <J.O <0.20 NA 34
64 <0.30 4.0 <0.20 NA 130
<20 <0.30 <3.0 <0.20 NA 27
96 <0.30 l.l <0.20 NA 110
ll I.I ll4
- ----
Well Date Chloroform
Number (ug/L)
Lower Macon
MW 13 ?/]4/96 <1.0
(DL) 2/14/96 <1.0
S/2/96 <1.0
7(30/96 <!.O
1116196 LS
214/97 <LO
5/12/97 <!.O
8/6197 <2.0
11/11/97 <S
2/5/98 <1.0
5/6198 <!.O
snm <1.0
l l/4/98 <1.0
2/ID/99 <1.0
5/13199 <1.0
8/5/99 <1.0
11/3/99 <1.0
Y\6/110 <1.0
smoo <1.0
8/2/00 <1.0
\/!7/01 <l.0
7/l l/01
M\1/22 2/14196 <1.0
snn6 <1.0
7"0/% <1.0
1 l/6/96 <1.0
2/4/97 <\ 0
5/!'2197 <1.0
8nf91 <I.O
ll/11/97 <1.0
U5198 <1.0
5/6/98 <l.0
8/6/98 <1.0
11/4198 <1.0
UI0/99 <I.O
5/13/99 <1.0
8/5199 <1.0
11/3199 <l.O
2/16/00 <LO
5/8/00 <1.0
8/2/00 <1.0
1/17/01 <l.0
7/20/01 <LO
Remediallon Performance Standard
NA=-Not Analyz.ed DL,. Dilution
- - - - ---
Table 5
Groundwater Quality Summary
Macon/ Dockery Site
Richmond County North Carolina ..
l,l -Dichlorocthane !,l-Dichloroethene Cis/trans-1,2-Dichloroethene Methylene chloride Tetrac:ltloroethene
{ug/L)
80
76
63
" 66
71
99
61
62
67
" 39
24
23
" IS
'1
'·' 6.4
4.0
I 8
Monitoring
'·' J.6
2.2
3.1
4.1
44 s.,
8.6
94
8.8
7.3
4.7
' J.8
2.9
4
5.6
14
13
14
S.1
3500
OUP duplia.l<
(ug/L)
25
20
JS
24
17
12
29
4.2
<S
11
14
12
6.8
3.7
64
26
1.7
1.2
LO
<l.0
<1.0
Well
6.J
l.l
44
34
S.6
6.5
4.2
6.2
42
44
1 l
<!.O
<LO
<1.0
<1.0
<l.O
<l.0
<l.0
<\ 0
J.O
<1.0
(ug/L) (ug/L) (ug/L)
4.9 <!.O 2.7
4.9 <!.O <1.0
<!.0 <!.O 13
4 <4 0 <2.0
2.3 <!.O <1.0
3.3 <!O 1.2
2.2 <4,0 <2.0
<! 0 <40 <!.O
<S <10 <5
16 <2.0 <1.0
<2.0 <4.0 <2.0
<1.0 <! 0 <l.0
<l.0 <2,0 <1.0
<1.0 <2.0 <1.0
<1.0 <!.O <LO
<LO <!.O <1.0
<J,0 <2,0 <1.0
<1.0 <2.0 <LO
<1.0 <2,0 <!.0
<1.0 <2 0 <1.0
<1.0 <2.0 <1.0
No< Sampled °"'
14 <2.0 <1.0
<1.0 <!.O 14
I.S <2.0 <l.0
<1.0 <!.O <l.O
<LO <2.0 <l.0
<\ 0 <!.0 <1.0
I.I <!.O <1.0
2.l <! 0 <1.0
2 <! 0 <1.0
l.1 <20 1.7
l.l <!O <l.0
LS <!.O <1.0
17 <!O <1.0
2.4 <!.O <!.0
2.2 <!.O <1.0
2.6 <!.O <l.0
2.6 <!.O <1.0
2.6 <2.0 <1.0
17 <!.O <1.0
L2 <!.O <1.0
<l.O <! 0 <1.0
70
- ----- -
1.1, I-Trichloroethane Trichloroethylemi Vinyl chloride •=• Toluene
(ug/L) {ug/L) (ug/L) (ug/L) (ug/L)
91E 14 <1.0 1.2 <1.0
8S 12 <1.0 <1.0 <1.0
" <!.O 180 <1.0 <1.0
67 l.2 <!.O 2.l <!.O
'" 48 <1.0 14 <1.0
,0 S.4 <1.0 1.2 <1.0
8S 6.8 <2.0 <!.O <2.0
40 <!O <!.O <!.O <!.O
" <S <S <S <S
49 3.6 <1.0 <1.0 <1.0
38 4.4 <!.O <!.O <!.O
40 S.3 <1.0 I <1.0
" 2.2 <1.0 <\.0 <1.0
22 2.l <1.0 <1.0 <1.0
3S 2.2 <1.0 <1.0 <1.0
17 <1.0 <1.0 <1.0 <1.0
12 <LO <1.0 <1.0 <1.0 , .. <l.0 <LO <1.0 <1.0
7.l <1.0 <1.0 <1.0 <1.0
5.7 <1.0 <1.0 <1.0 <1.0
3.1 <1.0 <1.0 <1.0 <l.0
To D,y Conditions
3.2 J I <2.0 <!.O <2.0
1.7 2.S <2.0 <2.0 <!.O
LS 2l <1.0 <1.0 <1.0
19 ,., <JO <1.0 <1.0
2.7 4.l <l.O <1.0 <1.0
2.9 4.7 <1.0 <1.0 <l.O
2.8 l.1 <1.0 <1.0 <1.0
J 44 <1.0 <1.0 <1.0
2.6 2.8 <l.0 <1.0 <l.0
2.4 ,., <1.0 <1.0 <1.0
I.S 3.9 <1.0 <l.0 <l.0
<\ 0 2.2 <1.0 <1.0 <1.0
<l.0 24 <1.0 <1.0 <LO
<l.0 2.9 <LO <1.0 <1.0
<1.0 2.3 <1.0 <l.0 <1.0
<l.0 2.9 <LO <l.0 <1.0
<LO 2.4 <1.0 <\ 0 <1.0
Ll 28 <1.0 <1.0 <1.0
14 2.2 <LO <1.0 <1.0
2.0 I 6 <1.0 <LO <1.0
I.S I <LO <1.0 <LO
200 JOO\\
- -- - - - -
Wol ""' Total Xylenes Acetone
Number (ug/L) {ug/L)
Lower Macon
MWl3 2114196 <l.O <10
(DL) 2114/96 <l.O <10
512196 <l.0 <10
7/30/96 <6 0 <IO
11/6/96 <l.O <10
2/4/97 <l.O <10
S/12197 <6,0 <20
8/6/97 <6,0 <20
ll/1\,')7 <15 <50
215/98 <l.O <10
5/6/98 <60 <20
sn/9s <l.O <IO
11/4198 <l.O <10
2/!0/99 <l.0 <IO
5/!3/99 <l.O <IO
8/5199 <l.O <IO
11/3/99 <l.O <IO
2116/00 <>.O <IO
5/8/00 <SO <IO
8/l/00 <l.O <IO
lf17/01 <SO <IO
7/! !/OJ
MW22 21141'% <6.0 <20
511196 <6.0 <20
7/30/% <l.0 <IO
11/6/96 <l.O <IO
214191 <l.O <IO
5/!2197 <>.O <IO
8n/97 <l.0 <IO
11/11197 <l.O <IO
215/98 <l.O <IO
5/6/98 <l.O <IO
8/6/98 <3.0 <10
11/4/98 <l.O <IO
2110/99 <3.0 <10
5/13199 <l.O <IO
8/5/99 <l.O <10
11/3/99 <l.O <IO
2116/00 <l.O <IO
518100 <l.O <IO
8/2JOO <l.O <IO
Ill 7/01 <l.O <10
7/"lO/Ol <l.O <IO
Remediation Perl"onnance Smndard 400
NA= Nol Analyzed DL ~ Diluti
-
Chrorniurr
(ug/L)
27
<10
20
27
16
" 14
15
11.9
11
<IO
<IO
" 27
25
36
56
20
JO
17
13
- --
Table 5 (Continued)
Groundwater Quality Summary
Macon/Dockery Site
Richmond County North Carolina ' Barium Berylliu """"""= Nickel Vanadlwn
(ug/L) {ug/L) {ug/L) (ug/I.) (ug/L)
550 <S.O '" <40 65
<50 <5.0 <5.0 <40 <50
780 <5.0 1000 <40 79
960 5.5 1500 <'0 110
520 <5.0 760 <40 60
570 <S.O $50 <40 5S
280 <5.0 no <40 <50
560 <5.0 760 <40 60
356 <50 440 <40 <50
"' <5.0 390 <40 <50
140 <5,0 130 <40 <50
170 <S.O 150 <40 <50
360 <S.O 4l0 <40 <50
060 <S.0 1300 <40 100
590 <S.O 800 <40 60
1000 6.6 1400 <40 130
600 <S.0 750 43 58
340 <5.0 400 <40 <50
450 <5.0 560 <40 <50
530 <50 660 <40 <50
520 <S.O 580 <40 <50
Monil(lring Wcll N°OI Sampled "'"
41 270 . <S.O 2200 <40 160
13 1 lO <5.0 780 <40 52
13 73 <5,0 650 <40 <50
<10 <50 <5,0 270 «o <50
11 93 <S.O 760 <AO <50
17 67 <5,0 480 <40 <50
<10 11 <5.0 520 <40 <50
<10 <50 <S.O 245 "'' <50
11 79 <5,0 630 <40 <50
\5 100 <5.0 770 <40 <50
1l 82 <5.0 650 <40 <50
<10 <50 <S.0 310 «o <50
11 83 <5,0 610 <40 <50
11 64 <5.0 460 <40 <50
<10 73 <5,0 480 <40 <50
11 75 <5.0 520 <40 <50
<IO <50 <S.O 240 "'' <50
" 120 <S.O 940 "'' 62
JO 200 <5,0 1700 «o 120
<10 60 <5.0 410 <40 <50
10 <50 <5.0 110 <40 <50
50 1000 50 100 50
- - --- - - -
Zm, Cadmium L<,d M=ry Cyanide Suspended Solids
(ug/L) (ug/L) (ug/L) (ug/L) {mg/L) (mg/L)
120 <0.30 17 L7 <10 910
<20 <0.30 <l.O <0,20 <10 <5.0
160 <0.30 20 14 <10 2100
260 0.31 J) 0.53 NA 2000
110 <0.30 13 <0,20 NA 730
130 <0.30 16 0.42 NA '70
52 <0.30 6.2 0.S3 NA 400
140 <OJO ,.1 0.31 NA 1200
93 <!.0 5.5 <0.20 NA 84
" <0.30 7.3 0.37 NA \50
46 <0.30 <l.O <020 NA 17
62 <0.30 <l.0 0.22 NA 17
130 <0.30 7.1 0.30 NA 420
260 <0.30 27 <020 NA 1500
ISO 0.39 16 0.50 NA 640
260 <0.30 28 0.25 NA 1600
560 <0.30 14 0.47 NA 780
84 <0.30 <l.O 0.22 NA 260
130 <0.30 7.8 0.36 NA 460
100 <0.30 11.0 0.22 NA 690
83 <0.30 S.1 0.43 NA 1900
To Dry Conditions
260 <0.30 39 NA <10 800
% <0.30 \5 NA <IO 230
96 <0.30 \5 NA NA 260
39 <0.30 4.l 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 240
37.7 <1.0 <SO NA NA 130
65 <0.3 10 NA NA llO
82 <O.J 10 NA NA 290
66 <0.30 10 NA NA 210
37 <0.30 <l.O NA NA 120
63 <0.30 7.1 NA NA 340
48 <0.30 8.0 NA NA "' 54 <0.30 81 NA NA ,so
57 <0.30 7.4 NA NA 310
<20 <0.30 <l.O 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
<20 <0.30 <l.O NA NA 53
5000 \5 LI 154
I I I I Sample [:] Location VE-01 1122196 6/5/96 7/1/96 I 11/8/96 6fl3/97 11/13/97 6/19/98 11/4/98 I 5/13/99 \ l/J/99 5/8/00 OW-I 2/22/96 I 615196 7/1196 11/8/96 6/23/97 I 11/13/97 6/\9/98 11/4/98 5113199 11/3/')9 I 5ffl/OO OW-J 2/22/96 615196 7/1/96 I 11/8/96 6n)/97 11/13/97 6/19/98 11/4/98 I 5/13/99 11/3/99 5/8/00 OW-5 2/22/96 I 6/5/96 11/8/96 6/23/97 11/13/97 6/19/98 I 11/4/98 5/13/99 11/3/99 518/00 I SVE Exhaust 2/14/96 2/15/96 2/16/96 4/3/96 I 615196 7/]/96 8/1/96 2/S/97 6123/97 I sn/97 11/13/97 2/6/98 sn/9& sn/9s I 11/4/98 2/11199 5/13/99 8/5/99 1 !/J/99 I 5/8/00 SD/00 I Table 6 (Page l of 3) Air Quality Summary Macon/Dockery Site ,. Chloroform 1,l-Dicbloroethene ml!.lml mgfmJ <JO <JO <JO <JO <10 <10 <JO <10 <10 <10 <2.0 2.3 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <1.0 <1.0 <10 <10 <JO <10 <JO <10 <10 <10 <10 <JO <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <1.0 <I 0 <JO 80 <10 <10 230 <10 <10 <10 <10 <JO <2.0 <20 <20 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <LO <J.0 <JO 380 <10 <10 <10 <10 <10 <JO <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <1.0 <J.0 <10 <10 <JO <JO <10 <10 <JO <10 <10 <10 <10 <JO <10 <10 <10 <10 <10 <10 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <1.0 <1.0 <1.0 <1.0 Trichloroethene Tolueoe nut/ml m"lmJ <JO <JO <10 <10 <JO <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 <J.O <1.0 <JO <10 <JO <10 <JO <JO <10 <10 <10 <10 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <1.0 <LO <10 <JO <JO <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 <LO <1.0 <10 <10 <10 <10 <JO <10 <JO <JO <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <1.0 <1.0 <10 45 <JO 43 <10 73 <10 <JO <10 <10 <JO <10 <10 <JO <JO <JO <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 <1.0 1.2 <1.0 <1.0
I
I
I
I Sample Date
Location
SVE Inlet Line 6/5/96
7/1/96
I Upper Dockery Air Stack 2/16/%
4n/96
6/5196
7/1/96
I 8/1/96
11/B/96
215191
5/12/97
Bn/97
I 11/13197
2/6/98
sn/9s
sn/9s
11/4/98
I 2/11/99
5/13/99
8/5/99
11/3199
519100
I 80/00
1/\8/01
7/11/01
I
Lower Dockerv Air Stack 4/J/96
8/1/96
11/8196
5/12/97
! l/13197
I 2/6/98 sn19s
sn/9s
11/4/98
2/11/99
I 5/13/99
8/5/99
11/3199
5/9/00
8f3/00
I 1/00/01
4/24/0]
7/11/01
Macon Source Air Stack 2/16/96
I 4/3/96
5/3196
6/5196
7/1/96
8/1/96
I 11/8196
215/91
5/12/97
Bn/97
11/13197
I 2/6/98
snl9s
sn/98
I 1/4/98
2/11/99
I 5/13/99
8/5/99
11/3/99
2/17/00
I 5/JJ/00
8/2/00
1/18/01
7/11/01
I
Table 6 (Page 2 of3)
Air Quality Summary
Macon/Dockery Site
Richmond County, North Carolina
Chloroform 1,l•Dichloroetbene
--'ml me/mJ
57 <10
<IO <10
<IO <IO
<IO <10
<IO <10
<IO <IO
<10 <10
<IO <10
<10 <10
<10 <10
<2.0 <2.0
<2.0 <2.0
<2 0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<l.O <1.0
<10 <IO
<10 <10
<10 <10
<IO <10
<20 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<20 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<1,0 <1.0
<LO <1,0
•••Not Samnled
<I.O I <1.0 I
•••Not Samoled
<IO <10
<IO <10
<IO <IO
50 <10
<10 <IO
<10 <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
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<1.0 <1.0
<LO <1.0
<1.0 <1.0
<1.0 <1.0
Trichloroethene Toluene
m1>/m3 m.,Jml
<IO <IO
<10 <10
<10 <IO
<IO <IO
<IO <10
<10 <IO
<10 <10
<10 <10
<10 <10
<10 <10
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<1.0 <LO
<LO <1.0
<1.0 <1.0
<1.0 <1.0
<10 <10
<10 <IO
<IO <10
<10 <10
<20 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<1.0 <1,0
<LO <1.0
Svstem Down•••
<1.0 I <1.0
Svstem Down• ..
<IO <IO
<IO <10
<IO <10
<IO <IO
<10 <10
<10 <IO
<10 <10
<10 <IO
<10 <10
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<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
<1.0 <LO
I
I
I
I
I
I ample Date
ocation
/L Macon Air Stack 2/16/96
Sn/96
I 6/5/96
7/1/96
8/1/96
11/8/96
I 2/5/97
5/12/97
sn191
11/13/97
2/6/98
I sn/98
sn/9s
I J/4/98
2/11/99
5/13/99
I 8/5199
11/3/99
2/17/00
5/8/00
8/2/00
I 1/00/00
4/24/01
7/11/01
rrooerty Line 2/16/96
I 4/3/96
5/3/96
6/5196
7/1/96
8/1/96
I 11/8/96
2/5197
5/12/97
sn/97
11/13/97
I 2/6/98
sn/9s
sn/9&
11/4198
2/11/99
I 5/1)/99
8/5/99
I J/3199
2/17/00
I '""" ,moo
l/l&/01
7/11/01
II
I
I
I
Table 6 (Page 3 of 3)
Air Quality Summary
Macon/Dockery Site
Richmond County North Carolina ' Chloroform 1,2-Dichloroethene
mElmJ me:/mJ
<JO <10
<10 <10
<JO <JO
850 <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
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 <LO
u•Not Samnled
<1.0 <1.0
<LO <1.0
<10 <10
<JO <10
<IO <10
<10 <10
<10 <10
<10 <IO
<10 <10
<10 <10
<10 <10
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<l.O ' <l,0
Trichloroethene Toluene
me:/mJ me:/mJ
<10 <JO
<JO <JO
<10 <10
29 <10
<JO <10
<10 <JO
<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
<LO <1.0
Svstern Down •n
<1.0 <1.0
<1.0 <1.0
<JO <JO
<10 <10
<JO <JO
<IO <IO
<10 <IO
<IO <10
<IO <IO
<IO <10
<IO <10
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<1.0 <l.O
••Not analyzed, Tedlar bag deflBted during sample shipment ..
<1.0 <1.0 I <1.0 <1.0
<1.0 <1.0 I <1.0 I <LO
I I I
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*
MWISA
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
215/97
5/12/97
8/5/97
11/12/97
2/4/98
515198
8/5/98
11/3/98
2/10/99
5/12199
8/5/99
11/2/99
2/16/00
5/8/00
8/3/00
1/18/01
7/11/01
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
2/10/99
5/12/99
8/5/99
11/2/99
2/16/00
5/8/00
8/3/00
1/18/01
7/11/01
Suneyed Depth to Corrected
Casing Groundwater Groundwater
Elevation (ft) (rt) Elevation (fl)
257.10 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
43.11 213.99
257.29 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
41.00 216.29
I
I
I Well Date
Number CHing Groundwater
I Elevation (ft) (It)
MW18 2/12/96 242.54 30.99 211.55
2/14/96 32.80 209.74
I 2/15/96 33.62 208.92
5/2/96 34.40 208.14
6/5/96 32.30 210.24
7/1/96 34.02 208.52
I 7/31/96 36.50 206.04
11/8/96 37.96 204.58
2/5/97 35, 13 207.41
5/12/97 34.03 208.51
I 8/5/97 33.90 208,64
11/12/97 37.84 204.70
2/4/98 30.26 212.28
5/5/98 36.90 205.64
I 8/5/98 42.56 199.98
11/3/98 46.49 196.05
2/10/99 45.18 ]97,36
5/12/99 46.27 196.27
I 8/5/99 43.52 199.02
11/2/99 45.67 196.87
2/16/00 37.65 204.89
I 5/8/00 37.72 204.82
8/3/00 40.21 202.33
1/18/01 37.26 205.28
7/11/01 39.40 203.14
I MW20 2/12/96 265.15 24.34 240,81
2/14/96 25.34 239.81
2/15/96 25.65 239.50
I 5/2/96 22.47 242.68
6/5/96 27.25 237.90
7/1/96 27.80 237,35
7/31/96 28.78 236,37
I 11/8/96 20.12 245.03
2/5/97 25.96 239.19
5/12/97 24.95 240.20
I 8/5/97 24.15 241.00
11/12/97 26.35 238.80
2/4/98 16.95 248.20
5/5/98 19.32 245.83
I 8/5/98 27.79 237.36
11/3/98 26.43 238.72
2/10/99 23.68 241.47
5/12/99 27.23 237.92
I 8/5/99 28.00 237.15
11/2/99 23.68 241.47
2/16/00 20.17 244.98
5/8/00 24.32 240.83
I 813/00 28.40 236.75
1/18/01 30.29 234.86
7/11/01 28.46 236.69
I
I
I
I
I
I Casing Groundwater Groundwater
Elevation (ft) (It) Elevation (ft)
2/12/96 227.33 26.90 200.43
2114/96 26.79 200.54
I 2/15/96 26.83 200.50
2/23/96 27.80 199.53
2/28/96 26.09 201.24
I 512196 25.43 201.90
6/5/96 25.55 201.78
7/J/96 26.26 201.07
7/31/96 27.38 199.95
I 11/8/96 26.29 201.04
2/5/97 25.27 202.06
5/13/97 23.77 203.56
8/5/97 26.30 201.03
I 11/12/97 25.52 201.81
2/4/98 25.46 201.87
5/5/98 21.28 206.05
8/5/98 28,37 198.96
I 11/3/98 28.80 198.53
2/10/99 28.82 198.51
5/12/99 28.24 199.09
I 8/5/99 30,77 196.56
11/2/99 32.24 195.09
2/16/00 29.93 197.40
5/8/00 27.62 199.71
I 8/3/00 31.85 195.48
1/18/01 32.02 195.31
7/11/01
I UD-1 6/5/96 251.50 81.78 169.72
7/1/96 43.30 208.20
7/31/96 83.70 167.80
11/8/96 79.02 172.48
I 2/5/97 81.92 169.58
5/13/97 82.36 169.14
8/5/97 38,02 213.48
11/12/97 41,01 210.49
I 2/4/98 33,76 217.74
5/5/98 35.31 216.19
8/5/98 78.03 173.47
I 11/3/98 74.20 177.30
2/10/99 74.22 177.28
5/12/99 52.29 ]99.21
8/5/99 75.77 175.73
I 11/2/99 73.43 178.07
2/16/00 41.18 210.32
5/8/00 72.93 178.57
8/3/00 76.60 174.90
I 1/18/01 78.24 173.26
7/11/0 I 43.02 208.48
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Well
Number
UD-2
Date Surveyed
Casing
Elevation (ft)
6/5/96 251.42
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
lln/99
2/16/00
5/8/00
8/3/00
1/18/01
7/11/01
6/5196 249.66
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
7/11/01
Depth to Corrected
Groundwater Groundwater
(fl) Elevation (ft)
38.27 213.15
38.91 212.51
41.15 210.27
41,06 210.36
75.03 176.39
78.95 172.47
39.13 212.29
42.18 209.24
35.42 216.00
37.41 214.01
43.50 207.92
78.08 173.34
77.48 173.94
76.76 174.66
75.60 175.82
75.57 175.85
42.33 209.09
78.49 172.93
68.05 183.37
74.64 176,78
68.91 182.51
86.42 163.24
44.52 205.14
86.69 162.97
65.81 183.85
40.12 209.54
38.95 210.71
39.16 210.50
42.42 207.24
35.32 214.34
84.67 164.99
83.50 166.16
78,82 170.84
88.09 161.57
73.42 176.24
72.37 177.29
79.06 170.60
42,50 207.16
68.86 180.80
75.15 174.51
68.59 181.07
85.70 163.96
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I
Well
Number
uo.4
UD-5
Date Surveyed
CHing
Elevation (ft)
6/5/96 239.07
7/1/96
7/3 ]/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
7/11/01
6/5/96 239.02
7/1/96
7/31/96
I l/8/96
2/5/97
5/13/97
8/5/97
I \/12/97
2/4/98
5/5/98
8/5/98
11/3/98
2/I0/99
5/12/99
8/5/99
I 1/2/99
2/16/00
5/8/00
8/3/00
1/18/01
7/11/01
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
36.41 202.66
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
36.42 202.60
I
I
I ··:=:::=~,::=,,::,,,··:::::=.-::w=;:;::~~mtw❖m~t=~*::=~=PtMf
I {
Well Date Surveyed Depth to Corrected
I Number Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
UD-6 6/5196 240.91 29.60 211.3 I
7/1/96 34.20 206.71
I 7/31/96 32.79 208.12
11/8/96 58,25 182.66
2/5/97 56.03 184.88
5/13/97 30.04 210.87
I 8/5/97 31.05 209.86
11/12/97 34.55 206.36
2/4/98 26.56 214.35
5/5/98 57.83 183.08
I 8/5/98 64.94 175.97
11/3/98 69.51 171.40
2/10/99 68.86 172.05
I 5/12/99 70.25 170.66
8/5/99 68.63 172.28
11/2/99 72.92 167.99
2/16/00 33.52 207.39
I 5/8/00 63.83 177.08
8/3/00 34.90 206.01
1/18/01 34.21 206.70
7/11/01 DRY DRY
I UD-7 6/5/96 255.56 33.67 221.89
7/1/96 26.35 229.21
7/31/96 24.78 230.78
I 11/8/96 16.21 239.35
215197 80.73 174.83
5/13/97 60.14 195.42
8/5/97 19,81 235.75 I 11/12/97 22.68 232.88
2/4/98 11.64 243.92
5/5/98 26.06 229.50
I 8/5/98 77.38 178.18
11/3/98 DRY DRY
2/10/99 80.83 174.73
5/12/99 80.04 175.52
I 8/5/99 24.23 231.33
I ln/99 20.10 235.46
2/16/00 16.43 239. 13
5/8/00 19.71 235.85
I 8/3/00 26.46 229.10
1/18/01 74.37 181.19
7/11/01 25.40 230.16
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I
I
I Well Date Surveyed Depth to Corrected
Number Casing Groundwater Groundwater
Elevation (ft) (rt) Elevation (ft)
UD-8 6/5/96 259.43 34.43 225.00
I 7/1/96 40.21 219.22
7/31/96 37.50 221.93
11/8/96 34.24 225.19
5113/97 33.61 225.82
I 8/5/97 35.27 224.16
11/12/97 39.24 220.19
2/4/98 29.12 230.31
I 5/5/98 30.46 228.97
8/5/98 39.37 220.06
11/3/98 62.26 197.17
2/10/99 67,61 191.82
I 5/12/99 73.95 185.48
8/5/99 42.15 217.28
\ln/99 41.58 217.85
2/16/00 35.51 223.92
I 5/8/00 37.34 222.09
8/3/00 40.00 219.43
1/18/01 40.87 218.56
7/11/01 40.72 218.71
I Lower
Dockery
MW\6 2/14/96 159.97 31.40 128.57 I 2/15/96 31.72 128.25
2/23/96 32.87 127.10
5/2/96 32.70 127.27
I 6/5/96 31.79 128.18
7/1/96 31.89 128.08
7/31/96 33.48 126.49
11/8/96 33.45 126.52
I 2/5/97 30.13 129.84
5/13/97 33.01 126.96
8/5/97 33.74 126.23
11/12/97 33.23 126.74
I 2/4/98 29.63 130.34
5/5/98 32.22 127.75
8/5/98 33.88 126.09
11/3/98 33.43 126.54
I 2/10/99 32.76 127.21
5/12/99 33.35 126.62
8/5/99 34.12 125.85
I 11/2/99 34.56 125.41
2/16/00 30.21 129.76
5/8/00 NIA NIA
8/3/00 NIA NIA
I 1/18/01 Not Measured -Obstruction
7/11/01 32.62 127.35
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I
I
l\lllllll1liir111i1ntir· ··· i"it1Mtlf111mir1riwJti1~i11, ll
\1-lR®W:
Well
Number
24'
LO-I
Date
2/14/96
2/15/96
2/23/96
2/28/96
5/2/96
615/96
7/1/96
8/1/96
11/8/96
2/5/97
5/13/97
8/5/97
11/12/97
2/4/98
5/5/98
8/5/98
11/3/98
2110/99
5/12/99
8/5/99
11/2/99
2/16/00
5/8/00
8/3/00
1/18/01
7/11/01
6/5/96
7/1/96
7/31/96
I J/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
7/11/01
Surveyed
Casing
Elevation (ft)
132.99
161.14
Depth lo Corrected
Groundwater Groundwater
(ft) 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
7.36 125.63
32.71 128.43
33.52 127.62
46.27 114.87
56.64 104.50
31.13 130.01
56.46 104.68
56.45 104.69
56.47 104.67
30.48 130.66
55.3 105.84
56.45 104.69
56.42 104.72
56.40 104.74
56.40 104.74
56.43 104.71
56.43 104.71
31.32 129.82
56.38 104.76
NIA NIA
32.59 128.55
34.95 126.19
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I
I
I
Number Casing Groundwater Groundwater
I Elevation ft)
LD-2 6/5/96 154.80 26.93 127.87
7/1/96 26.98 127.82
I 7/31/96 35.50 119.30
11/8/96 55.39 99.41
2/5/97 25.28 129.52
5/13/97 54.45 100.35
I 8/5/97 55.49 99.31
11/12/97 55.48 99.32
2/4/98 25.12 129.68
5/5/98 55.02 99.78
I 815198 55.45 99.35
11/3/98 55.43 99.37
2/10/99 55.40 99.40
5/12/99 55.39 99.41
I 8/5/99 55.43 99.37
11/2/99 55.40 99.40
2/16/00 25.42 129.38
I 5/8/00 57.96 96.84
8/3/00 NIA NIA
1/18/01 26.66 !28. 14
7/11/01 28.13 126.67
I LD-3 6/5/96 150.02 22.64 127.38
7/1/96 22.70 127.32
7/31/96 27.75 122.27
I 11/8/96 35.18 114.84
2/5/97 20.97 129.05
5/13/97 34.81 115.21
8/5/97 36.92 I 13.10
I 11/12/97 44.76 105.26
2/4/98 20.64 129.38
5/5/98 37.44 112.58
8/5/98 39.58 110.44 I I 1/3/98 38.87 111.15
2/10/99 40,25 109.77
5/12/99 42,65 107.37
I 8/5/99 43.35 106.67
11/2/99 50.98 99.04
2/16/00 20.93 129.09
5/8/00 50.64 99.38
I 8/3/00 51.00 99.02
1/18/01 22.37 127.65
7/11/01 23.56 126.46
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I
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I
I
I
Well
Number
LD-4
LD-5
Date Surveyed
Casing
Elevation (ft)
615196 148.16
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
8/3100
1/18/01
7/11/01
6/5/96 168,03
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
7/1 ]/01
Depth to Corrected
Groundwater Groundwater
(ft) Elevation (ft)
20.67 127.49
20.83 127.33
24.50 123.66
29.59 I 18.57
18.96 129.20
29.08 119.08
30.04 118.12
32.79 115.37
18.50 129.66
29.36 I 18.80
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
21.93 126.23
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
26.65 141.38
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I
I
Well
Number
Date
Macon Source Area
MW2
MW2A
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
7/10/01
2/12/96
2/14/96
2/23/96
2/28/96
5/1/96
6/5/96
7/1/96
7/30/96
I 1/8/96
2/4/97
5/12/97
8/5/97
11/12/97
2/4/98
515198
8/6/98
11/3/98
2/10/99
5/12/99
8/5/99
11/2/99
2/16/00
5/8/00
8/3/00
1/18/01
7/10/01
Surveyed Depth to
Ca!ling Groundwater Groundwater
Elevation (ft) (ft) Elevation (fl)
231.39 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
39.74 191.65
230.83 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 I 92.13
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
40.65 190.18
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
MWJ
MW5
Date Surveyed
Casing
Elevation (ft)
2/12/96 220.67
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
7/11/01
2/12/96 234.51
4/2/96
5/1/96
6/5/96
711196
8/1/96
11/8/96
2/4/97
5/12/97
8/5/97
11/12/97
2/4/98
5/5198
8/6/98
11/3/98
2/10/99
5/12/99
8/5/99
11/2/99
2/16/00
518/00
8/3/00
1/18/01
7/10/01
Depth to Corrected
Groundwater Groundwater
(II) 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 I 91.34
31.82 188.85
I JJ.]Q 187.57
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 ]99.22
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
44.69 189.82
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
MW6
MW7
Date Surveyed
Casing
Elevation (ft)
2/12/96 237.13
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
] 1/3/98
2/10/99
5/12/99
8/5/99
11/2/99
'lJl6l00
5/8/00
8/3/00
1/18/01
7/10/01
2/12/96 228.41
412/96
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
7/10/01
Depth to Corrected
Groundwater Groundwater
(ft) Elevation (ft)
39.79 197,34
41.61 195.52
41.90 195.23
39,05 198.08
41.72 195.41
44.27 192.86
44.05 193.08
39.08 198.05
38.53 198.60
39.86 197.27
43.73 193.40
40.43 196.70
33.82 203.31
37.85 199.28
37.88 199.25
38.77 198.36
42.45 194.68
43.18 193.95
42.86 194.27
40.74 196.39
40.13 197,00
43.55 193.58
46.32 190.81
43.03 194.10
35.57 192.84
36.23 192.18
36.63 191.78
37.05 191.36
38.32 190,09
38.26 190.15
38.69 189.72
36.60 191.81
33.34 195.07
33.96 194.45
39.10 189.31
34.80 193.61
30.41 198.00
33.66 194.75
35.84 192.57
36.31 192.10
37.67 190.74
38.34 190.07
40.04 188.37
36.30 192.11
37.01 191.40
46.40 182.01
39.82 188.59
44.33 184.08
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
MW8
MWSA
Date Surveyed
Casing
Elevation (ft)
2/12/96 234.54
4/2/96
5/1/96
615196
7/1/96
8/1/96
2/4/97
5/12/97
8/5/97
11/12/97
2/4/98
515198
8/6/98
11/3/98
2/10/99
5/12/99
8/5/99
11/2/99
2/16/00
5/8/00
8/3/00
1/18/01
7/10/01
2/12/96 234.44
4/2/96
5/1/96
6/5/96
7/1/96
8/1/96
2/4/97
5/12/97
8/5/97
11/12/97
2/4/98
5/5/98
8/5/98
11/3/98
2/10/99
5/12/99
8/5/99
11/2/99
2/16/00
518100
8/3/00
1/18/01
7/10/01
Depth to Corrected
Groundwater Groundwater
(It) 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
44.94 189.60
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 ]89.51
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
47.10 187.34
44.11 190.33
48.41 186.03
48.10 186.34
51.71 182.73
52.70 181.74
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I
I
Well
Number
MWIO
Date Surveyed
Casing
Elevation (ft)
2/12/96 254.08
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
11112/97
2/4/98
5/5/98
8/6/98
11/3/98
2/10/99
5/12/99
8/5/99
lln/99
2/16/00
5/8/00
8/3/00
1/18/01
7/10/01
2/12/96 265.51
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
lln/99
2/16/00
5/8/00
8/3/00
1/18/01
7/10/01
Depth to Corrected
Groundwater Groundwater
(ft) Elevation (rt)
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 2I0.83
43.89 2I0.19
48.36 205.72
42.87 211.21
44.45 209.63
46.97 207,11
47.85 206.23
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.] 3 231.38
33.64 231.87
36.87 228.64
38.41 227.10
27.34 238.17
26.19 239.32
33.07 232.44
33.78 231.73
33.85 231.66
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
44.57 220.94
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Well
Number
MW!\*
MWIJA
Date Surveyed
Casing
Elevation (ft)
2/12/96 271.92
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
lln/99
2/16/00
5/8/00
8/3/00
l/] 8/01
7/10/01
2/12/96 270.28
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
7/10/01
Depth to Corrected
Groundwater Groundwater
(fl) Elevation (ft)
30.72 241.20
31.00 240.92
30.00 241.92
30.31 241.61
31.41 240.51
32.92 239.00
34.42 237.50
27.60 244.32
27.26 244.66
25.72 246.20
30.63 241.29
34.08 237.84
19.95 251.97
20.88 251.04
29.66 242.26
29.72 242.20
26,02 245.90
30.16 241.76
35.27 236.65
34.61 237.31
27.39 244.53
30.73 241.19
36,60 235.32
38.79 233.13
36.66 235.26
30.22 240.06
27.05 243.23
28.05 242.23
30,62 239.66
32.15 238. 13
33.11 237.17
27.15 243.13
26.94 243.34
25.35 244.93
29.60 240.68
33.25 237.03
19.90 250.38
20.35 249.93
29.12 241.16
28.98 241.30
25.82 244.46
29.68 240.60
34.48 235.80
33.72 236.56
27.30 242.98
30.13 240.15
35.15 235.13
37.88 232.40
36.06 234.22
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I
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I
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I
I
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I
I
Well
Number
MWJ9•
UMS-1
Date Surveyed
Casing
Elevation (ft)
2/12/96 236.89
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
7/10/01
6/5/96 238.96
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
7/10/01
Depth to Corrected
Groundwater Groundwater
(ft) Elevation (ft)
38.49 198.40
38.82 198.07
40,90 195.99
40.50 196.39
38.44 198.45
37.91 198.98
39.23 197,66
39.65 197.24
37.10 199.79
35.33 201.56
33.37 203.52
36.45 200.44
38.38 198.51
33.02 203.87
27.69 209.20
31.30 205.59
32.47 204.42
33.08 203.81
34.26 202.63
36.45 200.44
39.06 197.83
37.92 198.97
38. 13 198.76
39.75 197.14
43.00 193.89
47.18 189.71
44.15 194.81
44.70 194.26
58.60 180.36
58.88 180.08
39.85 199.11
40.80 198.16
49.19 189.77
54.30 184.66
40.65 198.31
43.38 195.58
50.18 188.78
38.80 200.16
39.54 199.42
56.66 182.30
58.78 180.18
43.79 195.17
41.71 197.25
40.27 198.69
44.60 194.36
56.37 182.59
44.23 194.73
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I
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I
I
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I
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I
I
I
I
I
I
I
I
Well
Number
UMS-2
UMS-3
Date
6/5/96
7/1/96
7/30/96
11/8/96
2/4/97
5/12/97
815/97
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
7/10/01
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
7/10/01
Surveyed Depth to Corrected
Casing Groundwater Groundwater
Elevation (ft) (It) Elevation (ft)
236.31 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
43.36 192.95
235.75 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
58.56 177.19
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I
I
a
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
UMS-4
UMS-5
Date Surveyed
Casing
Elevation (ft)
6/5/96 236.53
7/1/96
7/30/96
l l/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
7/10/01
6/5/96 257.62
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
1/18/0 I
7/10/01
Depth to Corrected
Groundwater Groundwater
(fl) 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 I 94.51
43.34 193.19
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
66.30 191.32
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Well Date Surveyed Depth to Corrected
Number Casing Groundwater Groundwater
I Elevation (ft) (fl) Elevation (ft)
Upper
Macon
MW21• 2/14/96 155.52 14.52 141.00
I 2123196 15.60 139.92
2/28/96 14.65 140.87
5/2/96 14.38 141.14
6/5/96 15.47 140.05
I 7/30/96 7.02 148.50
I 1/7/96 14.62 140.90
2/4/97 14.48 141.04
5/12/97 14.44 141.08
I 8/5/97 15.25 140.27
11/12/97 15.79 139.73
2/4/98 13.98 141.54
I 515198 12.27 143.25
8/6/98 14.33 141.19
11/3/98 14.80 140.72
2/10/99 13.74 141.78
I 5/12/99 14.44 141.08
8/5/99 16.71 138.81
11/2/99 15.85 139.67
2/16/00 14.25 141.27
I 5/8/00 15.14 140.38
8/3/00 17.85 137.67
1/18/01 17.75 137.77
7/10/01 17.86 137.66
I MW23• 2/14/96 155.54 4.45 151.09
2/23/96 5.73 149.81
I 2n8t96 4.07 151.47
5/3/96 5.19 150.35
6/5/96 5.59 149.95
7/1/96 7.56 147.98
I 7/30/96 7.72 147.82
11/6/96 6.19 149.35
2/4/97 4.99 150.55
5/12/97 5.88 149.66
I 8/5/97 5.32 150.22
11/12/97 6.47 149.07
2/4/98 3.67 151.87
5/5/98 4.11 151.43
I 8/6/98 6.45 149.09
11/3/98 6.47 149.07
2/10/99 6.55 148.99
5/12/99 7.06 148.48
I 8/5/99 8.46 147.08
11/2/99 8.98 146.56
2/16/00 6.13 149.41
I 5/8/00 6.78 148.76
8/3/00 9.03 146.51
1/18/01 24.62 130.92
7/10/01 8.77 146.77
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
UM-I
UM-2
Date Surveyed
Casing
Elevation (R)
6/5/96 183.68
7/1/96
7/30/96
11/8/96
2/4/97
5/12/97
8/5/97
11/12/97
2/4/98
515198
8/6/98
11/3/98
2/10/99
5/12/99
8/5/99
11/2/99
2/16/00
5/8/00
8/3/00
1/18/01
7/10/01
6/5/96 194.13
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
7/10/01
Depth lo 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
Dey Dey
31.40 152.28
45.00 138.68
43.02 151.11
47,95 146.18
47.33 146.80
45.41 148.72
45.51 148.62
46.24 147.89
45.72 148.41
40.01 154.12
49,57 144.56
48.14 145.99
50.59 143.54
39.20 154.93
48.11 146.02
51.91 142.22
52.68 141.45
55.91 138.22
44.84 149.29
46.30 147.83
30.10 164.03
40.50 153.63
51.53 142.60
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
UM-3
UM-4
Date Surveyed
Casing
Elevation (ft)
6/5/96 180.35
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
1/18/0\
7/10/01
6/5/96 171.91
7/1/96
7/30/96
11/8/96
2/4/97
5/12/97
8/5/97
11/12/97
2/4/98
5/5198
816198
1113198
2/10/99
5/12/99
8/5/99
11/2/99
2/16/00
5/8/00
8/3/00
1/18/01
7/10/01
Depth to Corrected
Groundwater Groundwater
(II) Elevation (ft)
32.17 148.18
32.18 148.17
32.36 147.99
32.31 148.04
32.27 148.08
32.25 ]48, 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
32.33 148.02
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
40.13 131.78
42.80 129.11
13.00 158.91
18.23 153.68
29.10 142.81
8. 18 163.73
22.53 149.38
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
UM-5
UM-6
Date Surveyed
Casing
Elevation (ft)
6/5/96 168.32
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
813100
1/18/01
7/10/01
6/5/96 173.05
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/J0/99
5/12/99
8/5/99
11/2/99
2/16/00
5/8/00
8/3/00
1/18/01
7/10/01
Depth to Corrected
Groundwater Groundwater
(ft) Elevation (ft)
11.77 156.55
12.13 156.19
16.92 151.40
13.85 154.47
14.92 153.40
16.15 152.17
13.65 154.67
6.09 162.23
14.03 154.29
17.38 150.94
17.57 150.75
6.09 162.23
16.71 151.61
19.45 148.87
19.21 149.11
26.98 141.34
7.51 160.81
11.03 157.29
20.30 148.02
4.74 163.58
16.72 151.60
11.72 161.33
13.23 159.82
17.58 155.47
14.40 158.65
14.79 158.26
15.26 157.79
14.45 158.60
9.84 163.21
10.51 162.54
11.30 161.75
16.40 156.65
9.64 163.41
16.32 156.73
18.90 154.15
18.90 154.15
21.22 151.83
10.08 162.97
13.17 159.88
20.90 152.15
8.62 164.43
18.75 154.30
I
I
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I
I Well Date Surveyed Depth to Corrected
Number Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
UM-7 6/5/96 187.29 54.45 132.84
I 7/1/96 54.58 132.71
7/30/96 54.59 132.70
11/8/96 55.00 132.29
2/4/97 54.73 132.56
I 5/12/97 55.34 131.95
8/5/97 54.78 132.51
11112/97 19.96 167.33
I 2/4/98 54.75 132.54
5/5/98 54.73 132.56
8/6/98 54.98 132.31
11/3/98 22.57 164.72
I 2/10/99 54.72 132.57
5/12/99 54.53 132.76
8/5/99 54.79 132.50
11/2/99 54.75 132.54
I 2/16/00 48.91 138.38
5/8/00 19.30 167.99
8/3/00 54.57 132.72
1/18/01 19.32 167.97
I 7/10/01 54.87 132.42
Lower
I Macon
MW4 2/14/96 184.21 40.79 143.42
4/2/96 46.08 138. 13
5/2/96 45.72 138.49
I 6/5/96 43.29 140.92
7/1/96 42.09 142.12
7/30/96 45.71 138.50
11/8/96 46.35 137.86
I 2/4/97 40.86 143.35
5/12/97 44.15 140.06
8/5/97 44.08 140. 13
11/12/97 41.79 142.42
I 2/4/98 42.77 141.44
5/5/98 40.60 143.61
8/6/98 41.77 142.44
I 1/3/98 40.12 144.09
I 2/10/99 43.22 140.99
5/12/99 43.16 141.05
8/5/99 26.48 157.73
I 11/2/99 42.56 141.65
2/16/00 39.70 144.51
5/8/00 40.35 143.86
8/3/00 41.15 143.06
I 1/18/01 42.24 141.97
7/10/01 43.17 141.04
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
••
I
I
I
Well
Number
MW12
D.ate Surveyed
Casing
Elevation (ft)
2/14/96 171.98
4/2/96
5/2196
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
I \/2/99
2/16/00
5/8/00
8/3/00
1/18/01
7/10/01
2/14/96 188.67
2/23/96
2/28/96
4/2/96
5/2/96
6/S/96
7/1/96
7/30/96
11/8/96
2/4/97
S/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
5/8100
8/3/00
1/18/0]
7/10/01
Depth to Corrected
Groundwater Groundwater
(It) 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
26.31 145.67
49.22 139.45
50.20 138.47
49.25 139.42
50.85 137.82
51.38 137.29
49.88 138.79
so.ss 138.12
S 1.59 137.08
S2.15 136.52
49.40 139.27
49.42 139.2S
49.32 139.3S
50.29 138.38
48.2S 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
DRY DRY
I
I
I
I Number
Date Surveyed Depth to Correded
Casing Groundwater Groundwater
Elevation (ft) (It) Elevation (ft)
MW14 2/14/96 177.34 34.24 143.10
I 4/2/96 dry dry
5/2/96 dry dry
6/5/96 35. 19 142.15
7/1/96 dry dry
I 7/30/96 dry dry
I 1/8/96 dry dry
2/4/97 34.63 142.71
5/12/97 dry dry
I 8/5/97 dry dry
11/11/97 dry dry
2/4/98 34.09 143.25
5/5/98 33.80 143.54
I 8/6/98 35.22 142.12
11/3/98 34.76 142.58
2/10/99 dry dry
I 5/12199 dry dry
8/5/99 dry dry
11/2/99 33.50 143.84
2/16/00 32.32 145.02
5/8/00 32.18 145.16
8/3/00 41.70 135.64
1/18/01 dry dry
7/10/01 35.27 142,07
I MW14R 2/14/96 175.95 34.50 141.45
4/2/96 38.81 137.14
512196 39.27 136.68
I 6/5/96 38.85 137.10
7/1/96 37.98 137.97
7/30/96 40,03 135.92
11/8/96 40.39 135.56
I 2/4/97 35.60 140.35
5/12/97 38.74 137.21
8/5/97 37.61 138.34
I 11/11/97 37.09 138.86
2/4/98 35.81 140.14
5/5/98 35.65 140.30
8/6/98 37.32 138.63
I I 1/3/98 36.18 139.77
2/10/99 37.37 138.58
5/12/99 37.50 138.45
8/5/99 37.67 138.28
I 11/2/99 34.22 141.73
2/16/00 32.68 143.27
5/8/00 32.18 143.77
8/3/00 Dry Dry
I !/18/01 36.75 139.20
7/10/01 35.80 140.15
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
LM-1
Date Surveyed
Casing
Elevation (ft)
2/14/96 128.25
2/23/96
2/28/96
5/2/96
6/5/96
7/1/96
7/30/96
11/8/96
2/4/97
5/12/97
8/5/97
11/11/97
2/4/98
5/5/98
8/6/98
11/3/98
2/10/99
5/12/99
8/5/99
11/2/99
2/16/00
5/8/00
8/3/00
1/18/01
7/10/01
6/5/96 175.68
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
7/10/01
Depth to Corrected
Groundwater Ground waler
(fl) 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
38.3 I 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
37.73 137.95
I
I
I
I
g
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
LM-2
LM-3
Date Surveyed
Casing
Elevation (ft)
615196 157.20
711196
7/30/96
11/8/96
2/4/97
5/12/97
8/5/97
11/11/97
214198
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
7/10/01
6/5/96 157.09
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
7/10/01
Depth lo Corrected
Groundwater Groundwater
(ft) Elevation (ft)
62.06 95,14
25.08 132.12
58.36 98.84
62.16 95.04
25.98 131.22
63.50 93.70
56.96 I00.24
26.86 130,34
53.33 103.87
43.23 113.97
40.85 116.35
26.30 130.90
37.86 119.34
33.61 123.59
30.68 126.52
24.80 132.40
23.85 133.35
24.30 132.90
31.00 126.20
26.37 130.83
28.78 128.42
61.16 95.93
27.78 129.31
49.40 107.69
67.24 89.85
27.11 129.98
57.52 99.57
42.42 114.67
27.78 129.31
43.27 113.82
33.48 123.61
33.48 123.61
26.75 130.34
34.02 123.07
33.78 123.31
34.08 123.01
26.24 130.85
24.50 132.59
25.44 131.65
36.07 121.02
26.93 130.16
36.42 120.67
I
I
I
Date Surveyed Depth to Correded
Casing Groundwater Groundwater
I M-4
Elevation (rt) (ft) Elevation (ft)
6/5/96 166.84 68.60 98.24
7/1/96 37,72 129.12
I 7/30/96 56.91 109.93
11/8/96 74.86 91.98
2/4/97 36.82 130.02
5/12197 67.80 99,04
I 8/5/97 55.14 111.70
11/11/97 37.29 129.55
2/4/98 56.01 110.83
5/5/98 46.03 120.81
I 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
I 8/5/99 47.23 119.61
11/2/99 36.75 130.09
2/16/00 35.35 131.49
I
5/8/00 40.15 126.69
8/3/00 49.50 117,34
1/18/01 37,51 129.33
7/10/01 7.20 159.64
I LM-5 6/5196 186.59 66.50 120.09
7/1/96 43.91 142.68
7/30/96 66,80 119.79
I 11/8/96 66.86 119,73
2/4/97 42.85 143.74
5/12/97 66.90 119.69
8/5/97 66.84 119.75
I 11/11/97 43.84 142.75
2/4/98 66.88 119.71
5/5/98 67.99 118.60
8/6/98 68.04 118.55
I 11/3/98 42.10 144.49
2/10/99 68.12 118.47
5/12/99 67.73 118.86
I 8/5/99 68.12 118.47
11/2/99 42.45 144.14
2/16/00 41.35 145.24
5/8/00 75.54 111.05
I 8/3/00 54.57 132.02
1/18/01 44.20 142.39
7/10/01 45.00 141.59
I
I
I
I
I
I
System
Upper Dockery
I
I
I
I
I
I
I
I 12-1-981012-31-98
12-31-98 to 1-27-99
I 1-27-99 to 2-23-99
2-23-99 to 3-30-99
3-30-99 to 4-29-99
4-29-99 to 5-27-99
I 5-27-99 lo 6-24-99
6-24-99 lo 7-29-99
7-29-99 to 8-27-99
8-27-99 to 9-27-99
I 9-27-9910 i0-29-99
10-29-99 to 11-24-99
11-24-99 lo 12-30-99
12-30-99 to 1-21-00
I 1-21-99 to 2-25-00
3-1-00 10 3-31-00
3-31-00 to 4-27--00
4-27-00 to 5-26-00
I
5-26-00 to 6-30-00
8-30-00 lo 7-26-00
7-26-00 to 8-29-00
8-29--00 to 9-25-00
9-25-00 to 10-26-00
I 10-26-00 to 1-26-01
1-26-01 to-4-20-01
4-20-01 to 7-19-01
I
TABLE 8
SUMMARY OF MASS voe REMOVAL ESTIMATES
MACON/OOCKERV SITE
RICHMOND COUNTY, NORTH CAROLINA
PAGE 1 OF 4
Average Total
F!c:iw Volume for voe Po11nde ofVOC
Month Period Concentration Removed For Period Cumulative voes Remowd
(gallons) (ug,'L) (Pounds) (Pounds)
Mar-96 400,155 196 0.65 0.65
Ap,-96 286,151 210 0.50 1.15
May-96 66,826 177 0.10 1.25
Jun-96 97,350 120 0.10 1.35
Jul-96 163,426 106 0,15 1.50
""~" 218,330 "' 0.52 2.02
Sep-96 149,420 284 0.35 2.37
Oct-96 140,191 284 0.33 2.70
Nov-96 438,013 '" 1,07 3.77
Oeo-96 161,903 '" 0.40 4.17
Jcm-97 294,071 '" 0.72 4.89
Feb-97 267,596 131 0.29 5.18
Mar-97 250,068 131 0.27 5.45
Apr-97 276,556 m 0.30 5.75
May-97 289,938 76 0.18 5.93
Jun-97 135,575 76 0.09 6.02
Jul-97 99,896 76 0.06 6.08
Aug-97 70,967 54 0.03 6.11
Sap-97 56,256 54 0,03 6.14
Od-97 277,505 54 0.12 6.26
Nov-97 143,168 108 0.13 6.39
Oec-97 78.332 108 0.07 6.46
Jao-98 103,968 108 0.09 6.55
Feb-98 296,588 99.3 0.25 6.80
Mar-98 326,525 99.3 0.27 7.07
Apr-98 419,475 99.3 0.35 7.42
May-98 440.446 244 090 8.32
Jun.98 200,192 244 0.41 8.73
Jul-98 337,048 ,., 0.69 942
Aug-98 432,719 148.4 0.53 9.95
Sep-98 411,677 146.4 0.50 10.45
Oci-98 439,378 146.4 0.54 10.99
Nov-98 362,586 161 0,49 11.48
Dec-98 500.450 161 0.67 12.15
Jan-99 552,796 161 074 12.89
Feb-99 524,380 95 0 42 13.31
Mar-99 614,841 95 0.49 13.BO
Apr-99 571,148 95 0.45 14.25
May-89 524,349 139.4 0.61 14.86
Jun.99 431,742 139 4 0.50 15.36
Jul-99 392,518 139,4 0.46 15 82
Aug-99 190,407 138 0.22 16.04
Sep-99 303,910 138 0.35 16.39
Oci-99 36-4,213 138 0.42 16.81
Nov-99 277,055 181 °'' 17.23
Oec-99 389,943 1'1 0 59 17.82
Jan.DO 236.733 181 0.38 18.18
Feb-00 0 181 000 18.18
Mar-00 176,609 181 0.27 18.45
Apr-00 164,914 1B1 0.25 18,70
Mey-00 419.400 72.9 0.25 18.95
Juo-00 104,658 72.9 0.06 19.01
Jul-00 80,000 72.9 0,05 19.06
Aug.DO 133,575 72.0 0 08 19.14
Sep-00 129,206 72.0 0.08 19.22
Oct-00 148.404 72.0 0 09 19.31
Jan-01 615,761 88,0 0 45 19 76
Apr-01 526,427 88.0 0 39 20.15
Jul-01 560,547 101.9 0.48 20.63
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
System
Lower Dockery
12-1-98 to 12-31-98
12-31-98 !o 1-27-99
1-27-99 to 2-23-99
2-23-99 to 3-30-99
3-30-99 to 4-29-99
4-29-9910 5-27-99
5-27-99 lo 6-24-99
6-24-99 to 7-29-99
7-29-99 to 8-27-99
8-27-99 to 9-27-99
9-27-991010-29-99
10-29-99 to 11-24-99
11-24-99 to 12-30-99
12-30-99 lo 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 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
6-29-00 to 9-25-00
9-25-00 lo 10-26-00
10-26-00 lo 1-26-01
1-26-01 to 4-20-01
4-20-01 to 7-19-01
TABLE 8
SUMMARY OF MASS voe REMOVAL ESTIMATES
MACON/DOCKERY SITE
Month
Mar-96
Apr-96
May-96
Jun-96
Jul-96
Aug-96
Sep-96
Oct-96
Nov-96
Dec.96
Jan-97
Feb-97
Mar-97
Apr-97
May-97
Jun-97
Jul-97
Aug-97
Sep-97
Oct-97
Nov-97
Deo-97
Jan-98
Feb-98
Mar-98
Apr-98
May-98
Jun-98
Jul-98
Aug-99
S"P-98
Qct.99
NDV·98
Do,o-98
Jan-99
Feb-99
Mar-99
Apr-99
May-99
Jun-99
Jul-99
Au~99
Sap-99
Oct-99
Nov-99
Dee-99
Jan-00
Feb-00
Mar-00
Ap(-00
May-00
Jun-00
MOO
Ao.,.00
S.p.00
Oci-00
Jan.01
Apr-01
Jul.01
RICHMOND COUNTY, NORTH CAROLINA
PAGE20F4
Average Tote\
Flow Volume for voe Pound! of voe
Period Concentration Removed For Period
(l)llllons) (u!}'l) (Pounds)
328,446 200 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 \40.8 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 " 0.3'
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 "" 0.21
504,860 56.6 0.24
453,131 62.2 0.23
591,481 62 2 0.31
471,729 62.2 0.24
642,213 52.6 0.28
415,SSO 52.6 0.18
361,051 52.6 0.16
522, \07 35.2 0.15
622,194 35.2 0,19
704,292 35.2 0.21
581,688 47 0.23
427,905 " 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 0.0.
212,338 22 0 °'
485,789 30.3 0.12
382,997 30,3 0.10
500,649 30.3 0.13
284,722 37,5 0.09
587,633 37.5 0.18
512,427 37.5 0.16
769,926 37.5 0.24
125,989 37.5 0.04
927,723 37.5 0.29
C11mul•live voes Removed
(Pounds)
0.55
0.79
1.09
1.10
1.29
1.47
1.56
2.21
2.43
2.59
2.93
3.04
3 29
3.46
4.12
4.61
5.17
5.46
5.BO
6.12
8.28
642
6.83
6.89
7.03
7.25
7.32
7.53
7.77
8.00
8.31
8.55
'"' 9.01
9,17
9.32
9.50
9.71
994
10.11
10.30
10.37
10.51
10.69
10.78
10.86
10,95
10 97
11.01
11,05
11.17
11.27
11.40
11.49
11.67
11.83
12.07
12.11
12.40
Used October 2000 influent analytical data to calculate man removal "stimates 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 received.
I
I
I
I System
Macon Source Area
I
I
I
I
I
I
I
I 12-1-98 to 12-31-98
12-31-98 to 1-27-99
I 1-27-99 to 2-23-99
2-23-99 to 3-30.99
3-30-99 to 4-29-99
4-29-99 to 5-27-99
I 5-27-99 to 6-24-99
6-24-99 to 7-29-99
7-29-99 to 6-27-99
8-27-99 to 9-27-99
I 9-27-99 to 10-29-99
10-29-99 to 11-24-99
11-24-99to 12-30-99
12-30.9910 \-21-00
I 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
I 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
I 10-26-00 lo 1-26-01
1-26-01 to 4-20-01
4-20-0110 7-19-01
I
TABLE 8
SUMMARY OF MASS voe REMOVAL ESTIMATES
MACON/DOCKERY SITE
RICHMOND COUNTY, NORTH CAROLINA
PAGE 3 OF 4
Average 1 01a1
Flow Volume for voe Pound• of voe
Month Period ConcentraUon RerTlllVtld For Period Cumulative voes Removed
(gallons) (ug/L) {Pounds) {Pounds)
Mar-96 426,083 55 0.20 0.20
Apr-96 36-4,772 61 0.19 0.39
May-96 257,720 ., 0.09 0.46
Jun-96 114,048 60 0.00 0.5'
Jul-96 202,477 " 0.07 0.61
Aug-96 207,503 61 0.11 0.72
Sep-96 209,649 " 0.11 0.63
Oct-96 101,5\2 61 0.05 0.66
Nov-96 116,354 ◄26 0.04 0.92
Dec-96 137,045 42.6 0,05 0.97
Jan-97 146,036 42.6 0,05 1.02
Feb-97 215,730 63.9 0.11 1.13
Mar-97 223,222 63.9 0.12 1.25
Apr-97 253,167 63.9 0.13 1.38
May-97 223,177 62 0.15 1.53
Jun-97 234,669 62 0.16 1.69
Jul-97 117,736 62 008 1.11
Aug-97 50,246 124 9 0.05 \.82
Sep-97 36,264 124.9 0.04 1.86
Oct-97 70,207 124.9 O.D7 1.93
Nov-97 102,326 122.5 0.10 2.03
Dec-97 114,452 122.5 0.12 2.15
Jan-98 178,387 122.5 0.18 2.33
Feb-98 178,387 201.6 0.30 2.63
Mar-98 145,526 201.6 0.24 2.87
Ap(-98 600,075 201 6 1.01 3 BB
May-98 410,905 139.6 0.48 4.36
Jun--98 431,360 139.6 0.50 4.86
Jul-98 329,835 139.6 0.38 5.24
Au1r98 473,093 "' 0.50 5.80
Sep.98 513,868 "' 0.61 6.41
Oct-98 493,849 ,., 0,58 6.99
Nov-98 498,670 203 0.84 7.83
Oec-98 371,824 203 0,63 8.46
Jan--99 337,877 203 0.57 9.03
Feb-99 384,124 "' 1.60 10.63
Mar-99 539,925 499 2.25 12.88
Ap<-99 431,729 499 1.80 14,68
Mey-99 388,443 4'1 1.43 16.11
Jun-99 409,066 441 1,50 17.61
Jul-99 502,412 441 1.85 19.46
Aug-99 228,824 566 1.08 20,54
Sep.99 820,215 566 3.6' 24.42
Oct-99 530,478 566 2.51 26.93
Nov-99 390,353 575 1.87 28.80
Dec-99 543,545 575 2.81 31.41
Jan-00 170,318 575 0,82 32.23
Feb-DO 357,840 184.5 0.55 32.78
Mar-DO 335,782 184.5 0.52 33.30
Ap,-00 331,270 184.5 0.51 33,81
May-00 151,212 154 0.19 34.00
Jun-00 300,123 154 0.39 34.39
Jul-00 231,991 154 0.30 34,69
Aug-00 186,494 503 0.78 35 47
Sep.00 84,780 5-03 0 36 35.83
Oci-00 180,071 5-03 0.76 36.59
Jan-01 526,024 85 0.37 36.96
Ap(-01 261,860 85 0.19 37.15
Jul-01 226.260 m 0.99 38.14
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System
UIL Macon
12-1-98 !D 12-31-98
12-31-98 to 1-27-99
1-27-99 lo 2-23-99
2-23-99 lo 3--30.99
3-30.99 lo 4-29-99
4-29-99 to 5-27-99
5-27-99 to 6-24-99
6-24-99 to 7-29-99
7-29-991D 8-27-99
8-27-99 to 9-27-99
9-27-99 to 10.29-99
\0.29-99 ID 11-24-99
11-24-99 to 12-30-99
12-30.99 !D 1-21-00
1-21-00 to 2-25-00
3-1-00 ID 3-31-00
3-31-00 lo 4-27-00
4-27.00 to S-26-00
5-26-00 ID 6-30-00
8-30-00 to 7-28-00
7-26-0010 8-29-00
8-29-00 to 9-25-00
9-25-00 to 10-26-00
10.26-00tD 1-26-01
\-26-01 ID 4-20-01
4-20-01 ID 7-19-01
TABLE 8
SUMMARY OF MASS voe REMOVAL ESTIMATES
MACON/DOCKERY SITE
Monlh
Mar-96
Ap,-96
May-96
Jun-96
Jul-96 ,.,~ ..
S,~96
0<\-96
Nov-96
Dec-96
Jan-97
fe~97
Mar-97
Apr-97
May-97
Jun-97
Jul-97
Aug-97
Sep-97
Oci-97
Nov.97
0.0.97
Jan-96
Feb-98
Mar-96
Apr-96
May-96
Jun-98
Jul-98
Aug-98
Sep-98
Oci-98
Nov-98
Dec-98
Jan-99
Feb-99
Mar-99
Apf-99
May-99
Jun-99
Jul-99
Aug-99
Sap-99
oet-99
Nov-99
Dec-99
Jan-00
Feb-DO
Mar-DO
Ap,-00
M,y-00
Jun-DO
Jul-00
Aug-00
Sep-00
Oci-00
Jan-01
Apr-01
Jul-01
RICHMOND COUNTY, NORTH CAROLINA
PAGE40F 4
Average 1 01&1
Flow Volume for voe Poonds of voe
Period Concentration Removed For Period
(gallons) (ugll) (Pounds)
375,318 24.0 0.08
709,726 2-4.0 0.14
482,220 23.0 0.09
48,305 31.0 0.01
759,920 22.0 0.14
638,400 31.0 0.16
302,505 31.0 0.08
640,760 31.0 0.17
871,155 25.3 0.18
725,549 25.3 0.15
596,131 25.3 0.13
795,239 24.4 0.16
939,710 24.-4 0.\9
918,080 24.4 0.19
999,040 24.0 0.20
605,792 24.0 0.12
223,859 24,0 0.04
911,679 23.0 0.17
917,631 23.0 0,18
821,135 23.0 0.16
140,796 160 0.02
844,299 16.0 0.11
531.692 16.0 0.07
1.051,002 22.9 0.20
932.266 22,9 0.18
662,272 22.9 0.13
876,945 22.3 0.16
448,056 22.3 0.08
776,195 22.3 0.14
857,122 22.5 0.16
821,424 22.5 0.15
718,543 22.5 0,13
251,141 16.5 0.03
713,232 16.5 0.10
835.206 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
&C6,405 13.5 O.o7
575.397 135 0 06
261,558 13.5 0.03
161,156 '·' 0.01
308,952 7.8 0.02
416,369 7.B 0.03
127,597 14.6 0.02
607,951 14.6 0.07
425,591 14.6 0.05
380,931 33.2 0.11
919,139 33.2 0.25
242,990 33.2 0,07
200,354 33.2 000
145,019 33.2 0.04
454,181 46.5 0.18
Cumulabve VOCI Removed
(Pounds)
0.06
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
2.5'
2.74
2.76
2.67
2.94
3.14
3.32
3.45
3.61
3 69
3.83
3.99
4.\4
4.27
4.30
4,40
4.51
4,61
4,79
4.94
5.08
5.22
'32
5.41
5.52
5.65
5.72
5.78
581
5.82
5.84
5.87
5.89
5.96
6.01
6.12
6.37
6.44
6.50
6.54
6.72
Used October 2000 Influent ana,ytical data to calculate mass removal esllmates for period ol 10.26-00 to 1-26-01
due to system operationa problems Table will be updated and induded in addendum report when results are received
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SERVICES '
'
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
LOG NO: Sl-14424
Received: 13 JUL 01
Reported: 24 JUL 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 173010724
REPORT OF RESULTS Page 1
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
14424-1
14424-4
14424-5
14424-6
14424-7
PARAMETER
DUP-2
'UD Effluent
'UD Influent
·-MW-2A
"-MW-11
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
14424-1
----------
<100
<10
<10
<30
93 %
10
07.17.01
1B0717
14424-4
----------
<10
<1.0
<1.0
<3 .0
97 %
1
07.19.01
1B0719
14424-5
----------
<50
<5.0
<5.0
<15
90 %
5
07,18.01
1B0718
STL Savannah is a part of Severn Trent Laboratories, Inc
07-11-01/14:45
07-11-01/16:00
07-11-01/16:00
07-11-01/14:45
07-11-01/13 :00
14424-6 14424-7
--------------------
<100
<10
<10
<30
93 %
10
07.18.01
1B0718
<10
<1.0
<1.0
<3.0
90 %
1
07.17,01
1B0717
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•
SERVICES
• a
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-14424
Received: 13 JUL 01
Reported: 24 JUL 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 173010724
REPORT OF RESULTS Page 2
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES
14424-1 DUP-2
14424-4 UD Effluent
14424-5 UD Influent
14424-6 MW-2A
14424-7 MW-11
DATE/
TIME SAMPLED
07-11-01/14 :45
07-11-01/16:00
07-11-01/16:00
07-11-01/14:45
07-11-01/13 :00
PARAMETER 14424-1 14424-4 14424-5 14424-6 14424-7
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
<10
19
320
<10
<20
53
11
48
<10
83 %
10
Analysis Date
Batch ID
07.17.01
Barium (6010)
Barium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
1B0717
150
1
07.17.01
07.18.01
0717H
----------
<1.0 <5.0
<l.O 10
<1.0 68
<1.0 <5.0
<2.0 <10
<1.0 14
<1.0 9.9
<1.0 <5.0
<1.0 <5.0
94 % 86 %
1 5
07.19.01 07.18.01
1B0719 1B0718
79 110
1 1
07.17.01 07.17.01
07.18.01 07.18.01
0717H 0717H
--------------------
STL Savannah is a part of Severn Trent Laboratories, Inc.
<10 <1.0
19 <1.0
370 2.0
<10 <1.0
<20 <2.0
51 1.1
10 2.6
41 <1.0
<10 <1.0
98 % 110 %
10 1
07.18.01 07.17.01
1B0718 1B0717
150 180
1 1
07.17.01 07.17.01
07.18.01 07.18.01
0717H 0717H
--------------------
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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
WG NO: Sl-14424
Received: 13 JUL 01
Reported: 24 JUL 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 173010724
REPORT OF RESULTS Page 3
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
07-11-01/14 :45
07-11-01/16 :00
07-11-01/16:00
07-11-01/14 :45
07-11-01/13 :00
------ --------------- ---------------------------------------
14424-1 DUP-2
14424-4 UD Effluent
14424-5 UD Influent
14424-6 MW-2A
14424-7 MW-11
------------------------------------------------------------
PARAMETER
Beryllium (6010)
Beryllium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Chromium (6010)
Chromium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Manganese (6010)
Manganese, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
14424-1 14424-4 14424-5
------------------------------
<5.0 <5.0 <5.0
1 1 1
07.17.01 07.17.01 07.17.01
07.18.01 07.18.01 07.18.01
0717H 0717H 0717H
<10 27 31
1 1 1
07.17.01 07 .17 .01 07.17.01
07.18.01 07.18.01 07.18.01
0717H 0717H 0717H
6.1 43 74
1 1 1
07.17.01 07.17.01 07.17.01
07.18.01 07.18.01 07.18.01
0717H 0717H 0717H
------------------------------
STL Savannah is a part of Severn Trent Laboratories, Inc.
14424-6 14424-7
--------------------
<5.0 <5.0
1 1
07.17.01 07.17.01
07.18.01 07.18.01
0717H 0717H
<10 <10
1 1
07.17.01 07.17.01
07.18.01 07.18.01
0717H 0717H
10 68
1 1
07.17.01 07.17.01
07.18.01 07.18.01
0717H 0717H
--------------------
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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-14424
Received: 13 JUL 01
Reported: 24 JUL 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 173010724
REPORT OF RESULTS Page 4
DATE/
LOG NO
14424-1
14424-4
14424 -5
14424-6
14424-7
SAMPLE DESCRIPTION, LIQUID SAMPLES
DUP-2
TIME SAMPLED
07-11-01/14: 45
07-11-01/16:00
07-11-01/16:00
07-11-01/14 :45
07-11-01/13:00
UD Effluent
UD Influent
MW-2A
MW-11
--------------------------------------------------
PARAMETER
Nickel (6010)
Nickel, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Lead (7421)
Lead, ug/1
Dilution Factor
Pi"ep Date
Analysis Date
Batch ID
Vanadium (6010)
Vanadium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
14424-1 14424-4 14424-5
------------------------------
<40 <40 <40
1 1 1
07.17.01 07.17.01 07.17.01
07.18.01 07.18.01 07.18.01
0717H 0717H 0717H
<3.0 <3.0 3.3
1 1 1
07.16.01 07.16.01 07.16.01
07.18.01 07.18.01 07.18.01
0716L 0716L 0716L
<50 <50 <50
1 1 1
07.17.01 07.17.01 07.17.01
07.18.01 07.18.01 07.18.01
0717H 0717H 0717H
------------------------------
STL Savannah is a part of Severn Trent Laboratories, Inc_
14424-6 14424-7
--------------------
<40 <40
1 1
07.17.01 07.17.01
07.18.01 07.18.01
0717H 0717H
<3 .0 3.3
1 1
07.16.01 07.16.01
07.18.01 07.18.01
0716L 0716L
<50 <50
1 1
07.17.01 07.17.01
07.18.01 07.18.01
0717H 0717H
--------------------
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SEVERN
, TRENT
. SERVICES
' ' '
5102 LaRoche Avenue • Savannah, GA 31404 • Tel: [phone] • Fax.: [phone] • www.sU4nc.com STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: Sl-14424
Received: 13 JUL 01
Reported: 24 JUL 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 173010724
REPORT OF RESULTS Page 5
DATE/
LOG NO
14424-1
14424-4
14424-5
14424-6
14424-7
SAMPLE DESCRIPTION, LIQUID SAMPLES
DUP-2
TIME SAMPLED
07-11-01/14:45
07-11-01/16:00
07-11-01/16:00
07-11-01/14:45
07-11-01/13:00
PARAMETER
UD Effluent
UD Influent
MW-2A
MW-11
-----------------------------
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
-----------------------------
14424-1 14424-4 14424-5 14424-6 14424-7
--------------------------------------------------
31 27 <20 48 30
1 1 1 1 1
07.17.01 07.17.01 07.17.01 07.17.01 07.17.01
07.18.01 07.18.01 07.18.01 07.18.01 07.18.01
0717H 0717H 0717H 0717H 0717H
<0.30 <0.30 <0.30 <0.30 <0.30
l 1 l 1 1
07.16.01 07.16.01 07.16.01 07.16.01 07.16.01
07.18.01 07.18.01 07.18.01 07.18.01 07.18.01
0716L 0716L 0716L 0716L 0716L
<10 <10 <10 <10 <10
1 1 1 1 1
07.17.01 07.17.01 07.17.01 07.17.01 07.17.01
07.19.01 07.19.01 07.19.01 07.19.01 07.19.01
0717H 0717H 0717H 0717H 0717H
--------------------------------------------------
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
LOG NO: Sl-14424
Received: 13 JUL 01
Reported: 24 JUL 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 173010724
REPORT OF RESULTS Page 6
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
14424-1
14424-4
14424-5
14424-6
14424-7
PARAMETER
--------------------------------------------------
DUP-2
UD Effluent
UD Influent
MW-2A
MW-11
--------------------------------------------------
14424-1 14424-4 14424-5
-----------------------------------------------------------
Suspended Solids (160. 2), mg/1 <5.0 8.0 280
Dilution Factor 1 1 1
Prep Date 07.16.01 07.16.01 07.16.01
Analysis Date 07.17.01 07.17.01 07.17.01
07-11-01/14:45
07-11-01/16: 00
07-11-01/16: 00
07-11-01/14:45
07-11-01/13:00
14424-6 14424-7
--------------------
12 180
1 1
07.16.01 07.16.01
07.17.01 07.17.01
Batch ID 0716B 0716B 0716B 0716B 071GB
-------------------------------------------------------------------------------
STL Savannah is a part of Severn Trent Laboratories, lnc.
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SEVERN
. TRENT:
SERVICES
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
LOG NO: Sl-14424
Received: 13 JUL 01
Reported: 24 JUL 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 173010724
REPORT OF RESULTS Page 7
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
14424-8 'MW-21
14424-9 'MW-24
14424-10 'MW-9
14424-11 'MS Influent
14424-12 'MS Effluent"~''
PARAMETER 14424-8 14424-9 14424-10
07-11-01/18:25
07-11-01/13 :00
07-11-01/09:45
07-11-01/11:30
07-11-01/11:30
14424-11 14424-12 ·
-------------------------------------------------------------------------------
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
<10 <10 <20
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<3.0 <3.0 <6.0
93 % 90 % 87 %
1 1 2
07.18.01 07.18.01 07.17.01
1B0718 180718 1B0717
------------------------------
STL Savannah is a part ot Severn Trent Laboratories, Inc.
<250 <10
<25 <1.0
<25 <1.0
<75 <3. 0
90 % 90 ,.
25 1
07.19.01 07.18.01
1B0719 1B0718
--------------------
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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-14424
Received: 13 JUL 01
Reported: 24 JUL 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 173010724
REPORT OF RESULTS Page 8
LOG NO
14424-8
14424-9
14424 -10
14424-11
14424-12
PARAMETER
SAMPLE DESCRIPTION, LIQUID SAMPLES
--------------------------------------------------
MW-21
MW-24
MW-9
MS Influent
MS Effluent v"'.,J>.
--------------------------------------------------
DATE/
TIME SAMPLED
07-11-01/18:25
07-11-01/13: 00
07 -11-01/09: 45
07-11-01/11:30
07-11-01/11:30
14424-8 14424-9 14424-10 14424-11 14424-12
--------------------------------------- ----------------------------------------
Purgeable Halocarbons (8C21)
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
2.4
<1.0
2.0
<2.0
1.1
10
<1.0
<1.0
100 %-
1
Analysis Date
Batch ID
07.18.01
Barium (6010)
Barium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
1B0718
<50
1
07.17.01
07.18.01
0717H
----------
<1.0
14
<1.0
<1.0
<2.0
<1.0
<1.0
<1.0
<l.O
98 'l;
1
07.18.01
1B0718
100
1
07.17.01
07.18.01
0717H
----------
<2.0
55
24
5.1
<4. 0
3.7
3.6
10
10
120 'l;
2
07.17.01
1B0717
1200
1
07.17.01
07.18.01
0717H
----------
STL Savannah is a part of Severn Trent Laboratories, Inc.
<25 <1.0
44 <1.0
330 <1.0
57 <1.0
<50 <2.0
42 <1.0
26 <1.0
28 <l.O
<25 <1.0
100 'l; 99 'l;
25 1
07.19.01 07.18.01
1B0719 1B0718
360 360
1 1
07.17.01 07.17.01
07.18.01 07.18.01
0717H 0717H
--------------------
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TRENT
SERVICES ·
5102 LaRoche Avenue • Savannah, GA 31404 • Tel: [phone] • Fa)(: 912 352 0165 • www.stl-inc.com STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: Sl-14424
Received: 13 JUL 01
Reported: 24 JUL 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 173010724
REPORT OF RESULTS Page 9
DATE/
LOG NO
14424-8
14424-9
14424-10
14424 -11
14424 -12
SAMPLE DESCRIPTION, LIQUID SAMPLES
MW-21
TIME SAMPLED
07-11-01/18:25
07-11-01/13 :00
07-11-01/09 :45
07-11-01/11:30
07-11-01/11:30
MW-24
MW-9
MS Influent
MS Effluent J"'51\
PARAMETER 14424-8 14424-9 14424-10 14424-11 14424-12
-------------------------------------------------------------------------------
Beryllium (6010)
Beryllium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Chromium (6010)
Chromium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Manganese (6010)
Manganese, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
<5.0
1
07.17.01
07.18.01
0717H
<10
1
07.17.01
07.18.01
0717H
<5.0
1
07.17.01
07.18.01
0717H
<5.0
1
07.17.01
07.18.01
0717H
<10
1
07.17.01
07.18.01
0717H
2200
1
07.17.01
07.18.01
0717H
----------
<5.0
1
07.17.01
07.18.01
0717H
66
1
07.17.01
07.18.01
0717H
4900
1
07.17.01
07.18.01
0717H
----------
STL Savannah is a part of Severn Trent Laboratories. Inc.
<5.0 <5.0
1 1
07.17.01 07.17.01
07.18.01 07.18.01
0717H 0717H
<10 15
1 1
07.17.01 07.17.01
07.18.01 07.18.01
0717H 0717H
<5. 0 110
1 1
07.17.01 07.17.01
07.18.01 07.18.01
0717H 0717H
--------------------
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SEVERN'
SERVICES . '
5102 LaRoche Avenue • Savannah, GA 31404 • Tel: [phone] • Fax; 912 352 0165 • www.stl-inc.com STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S1-14424
Received: 13 JUL 01
Reported: 24 JUL 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 173010724
REPORT OF RESULTS Page 10
DATE/
LOG NO
14424-8
14424-9
14424-10
14424-11
14424-12
SAMPLE DESCRIPTION, LIQUID SAMPLES
MW-21
TIME SAMPLED
07-11-01/18:25
07-11-01/13: 00
07-11-01/09: 45
07-11-01/11:30
07-11-01/11:30
MW-24
MW-9
MS Influent
MS Effluent .,,,,,,
PARAMETER 14424-8 14424-9 14424 -10 14424-11 14424-12
--------------------------------------- ----------------------------------------
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 <40 120
1 1 1
07.17,01 07.17.01 07.17.01
07.18.01 07.18.01 07.18.01
0717H 0717H 0717H
<3.0 <3. 0 3.2
l l 1
07.16.01 07.16.01 07.16.01
07.18.01 07.18.01 07.18.01
0716L 0716L 0716L
<50 <50 <50
l l 1
07.17,01 07.17,01 07.17.01
07.18.01 07,18.01 07.18.01
0717H 0717H 0717H
------------------------------
STL Savannah is a nart of Severn Trent Lallorntories, Inc.
<40 <40
1 1
07,17.01 07.17.01
07.18.01 07.18.01
0717H 0717H
<3.0 3.7
1 l
07.16.01 07.16.01
07.18.01 07,18.01
0716L 0716L
<50 <50
1 1
07,17,01 07.17.01
07.18.01 07.18.01
0717H 0717H
--------------------
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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
LOG NO: Sl-14424
Received: 13 JUL 01
Reported: 24 JUL 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 173010724
REPORT OF RESULTS Page 11
DATE/
LOG NO
14424-8
14424-9
14424-10
14424-11
14424-12
SAMPLE DESCRIPTION, LIQUID SAMPLES
MW-21
TIME SAMPLED
07-11-01/18 :25
07-11-01/13: 00
07-11-01/09 :45
07-11-01/11:30
07-11-01/11:30
PARAMETER
MW-24
MW-9
MS Influent
MS Effluent
-----------------------------
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
-----------------------------
14424-8 14424-9 14424-10 14424-11 14424-12
---------- ----------------------------------------
<20 <20 79 <20 <20
1 1 1 1 1
07.17.01 07.17.01 07.17.01 07.17.01 07.17.01
07.18.01 07.18.01 07.18.01 07.18.01 07.18.01
0717H 0717H 0717H 0717H 0717H
<0.30 <0.30 0.46 <0.30 <0.30
1 1 1 1 1
07.16.01 07.16.01 07.16.01 07.16.01 07.16.01
07.18.01 07.18.01 07.18.01 07.18.01 07.18.01
0716L 0716L 0716L 0716L 0716L
<10 <10 <10 <10 <10
1 1 1 1 1
07.17.01 07.17.01 07.17.01 07.17.01 07.17.01
07.19.01 07.19.01 07.19.01 07.19.01 07.19.01
0717H 0717H 0717H 0717H 0717H
---------------------------------------- ----------
STL Savannah is a part of Severn Trent Laboratories, !nc.
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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
LOG NO: Sl-14424
Received: 13 JUL 01
Reported: 24 JUL 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 173010724
REPORT OF RESULTS Page 12
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
14424-8
14424-9
14424-10
14424-11
14424-12
PARAMETER
MW-21
MW-24
MW-9
MS Influent
MS Effluent
-----------------------------
Suspended Solids (160. 2), mg/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
14424-8
----------
<5.0
1
07.16.01
07.17.01
0716B
14424-9
----------
26
1
07.16.01
07.17.01
0716B
14424-10
07-11-01/18:25
07-11-01/13: 00
07-11-01/09 :45
07-11-01/11:30
07-11-01/11:30
14424 -11 14424-12
------------------------------
380 <5.0 38
1 1 1
07.16.01 07.16.01 07.16.01
07.17.01 07.17.01 07.17.01
0716B 0716B 0716B
--------------------------------------------------------------------- ----------
STL Savannah is a part of Severn Trr.nt Laboratories, Inc.
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5102 LaRoche Avenue • Savannah, GA 31404 • Tet 912 354 7858 • Fax: [phone] • www.stHnc.com
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
SEVERN
'TRENT
SERVICES , . ' STL Savannah
LOG NO: Sl-14424
Received: 13 JUL 01
Reported: 24 JUL 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 173010724
REPORT OF RESULTS Page 13
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
---------------------- ------------------------------------- -
14424-13 'UM Influent
14424-14 U/L Midfluent
14424-15 'LM Influent
14424-47 'MW-16
07-11-01/12 :00
07-11-01/12:00
07-11-01/12: 00
07-11-01
-----------------------------------------------------------------------------------
PARAMETER 14424-13 14424-14 14424-15 14424-47
-------------------------------------------------------------------------------
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
<5.0
<5.0
<15
90 %
5
07.19.01
1B0719
----------
<10
<1.0
<1.0
<3.0
90 %
1
07.18.01
1B0718
----------
STL Savannah is a part of Severn Trent Laboratories, Inc.
<10 <10
<1.0 <1.0
<1.0 <1.0
<3.0 <3 .0
93 % 90 %
1 1
07.18.01 07.19.01
1B0718 1B0719
--------------------
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SEVERN
•
SERVJCES
5102 LaRoche Avenue • Savannah, GA 31404 • Tel: [phone] • FaK: 912 352 0165 • www.st~inc.com STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: Sl-14424
Received: 13 JUL 01
Reported: 24 JUL 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 173010724
REPORT OF RESULTS Page 14
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES
14424-13 UM Influent
14424-14 U/L Midfluent
14424-15 LM Influent
14424-47 MW-16
DATE/
TIME SAMPLED
07-11-01/12:00
07-11-01/12:00
07-11-01/12:00
07-11-01
-----------------------------------------------------------------------------------
PARAMETER 14424-13 14424-14 14424-15 14424-47
--------------------------------------------------------------------- ----------
Purgeable Halocaroons (8021)
Chloroform, ug/1
1,1-Dichloroethane, ug/1
1,1-Dichloroethene, ug/1
1,2-Dichloroethene (total), ug/1
Methylene chloride (Dichloromethane),
1,1,1-Trichloroethane, ug/1
Trichloroethene, ug/1
Tetrachloroethene, ug/1
Vinyl chloride, ug/1
Surrogate -Bromochloromethane
Dilution Factor
Analysis Date
Batch ID
Barium (6010)
Barium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
ug/1
<5.0
9.7
37
7.6
<10
8.6
6.7
7.3
<5.0
99 %
5
07.19.01
1B0719
<50
1
07.17.01
07.18.01
0717H
--------------------
<1.0
<1.0
<1.0
<1.0
<2.0
<1.0
<1.0
<1.0
<1.0
98 %
1
07.18.01
1B0718
<50
1
07.17.01
07.18.01
0717H
----------
STL Savannah is a part of Severn Trent Laboratories, !nc.
<1.0 <1.0
6.1 10
2.8 2.3
1.0 <1.0
<2. 0 <2.0
2.8 7.2
3.4 <1.0
<1.0 <1.0
<1.0 <1.0
88 % 100 %
1 1
07.18.01 07.19.01
1B0718 1B0719
<50 64
1 1
07.17.01 07.17.01
07.18.01 07.18.01
0717H 0717H
---------- ----------
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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
LOG NO: Sl-14424
Received: 13 JUL 01
Reported: 24 JUL 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 173010724
REPORT OF RESULTS Page 15
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
07-11-01/12:00
07-11-01/12:00
07-11-01/12 :00
07-11-01
14424-13 UM Influent
14424-14 U/L Midfluent
14424-15 LM Influent
14424-47 MW-16 -----------------------------------------------------------------------------------
PARAMETER
Beryllium (6010)
Beryllium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Chromium (6010)
Chromium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Manganese (6010)
Manganese, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
14424 -13 14424-14
------------------------------
<5.0 <5.0
1 1
07.17.01 07.17.01
07.18.01 07.18.01
0717H 0717H
<10 <10
1 1
07.17.01 07.17.01
07.18.01 07.18.01
0717H 0717H
15 <5.0
l 1
07.17.01 07.17.01
07.18.01 07.18.01
0717H 0717H
--------------------
STL Savannah is a part of Severn Trent Laboratories. Inc.
14424-15 14424-47
--------------------
<5.0 <5.0
1 1
07.17.01 07.17.01
07.18.01 07.18.01
0717H 0717H
<10 120
1 1.
07.17.01 07.17.01
07.18.01 07.18.01
0717H 0717H
7.3 230
1 1
07.17.01 07.17.01
07.18.01 07.18.01
0717H 0717H
---------- ----------
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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-14424
Received: 13 JUL 01
Reported: 24 JUL 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 173010724
REPORT OF RESULTS Page 16
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
14424 -13
14424 -14
14424 -15
14424-47
PARAMETER
UM Influent
U/L Midfluent
LM Influent
MW-16
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 I 6010)
Vanadium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
----------
07-11-01/12: 00
07-11-01/12:00
07-11-01/12:00
07-11-01
14424-13 14424-14 14424-15 14424-47
<40 <40 <40 <40
1 1 1 1
07.17.01 07.17.01 07.17.01 07.17.01
07.18.01 07.18.01 07.18.01 07.18.01
0717H 0717H 0717H 0717H
<3 .0 <3.0 <3.0 5.7
1 1 1 1
07.16.01 07.16.01 07.16.01 07.17.01
07.20.01 07.18.01 07.18.01 07.20.01
0716L 0716L 0716L 0717F
<50 <50 <50 54
1 1 1 1
07.17.01 07.17.01 07.17.01 07.17.01
07.18.01 07.18.01 07.18.01 07.18.01
0717H 0717H 0717H 0717H
----------------------------------------
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.stHnc.com STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: Sl-14424
Received: 13 JUL 01
Reported: 24 JUL 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 173010724
REPORT OF RESULTS Page 17
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
14424-13
14424-14
14424-15
14424-47
PARAMETER
UM Influent
U/L Midfluent
LM Influent
MW-16
-----------------------------
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
-----------------------------
14424 -13
--------------------
<20
1
07.17.01
07 .18.01
0717H
<0.30
1
07.16.01
07.18.01
0716L
<10
1
07.17.01
07.19.01
0717H
--------------------
14424 -14
07-11-01/12:00
07-11-01/12:00
07-11-01/12:00
07-11-01
14424-15 14424-47
------------------------------
<20 <20 250
1 1 1
07.17.01 07.17.01 07.17.01
07.18.01 07.18.01 07.18.01
0717H 0717H 0717H
<0.30 <0.30 19
1 1 10
07.16.01 07.16.01 07.17.01
07.18.01 07.18.01 07.20.01
0716L 0716L 0717F
<10 <10 <10
1 1 1
07.17.01 07.17.01 07.17.01
07.19.01 07.19.01 07.19.01
0717H 0717H 0717H
-------------------- ----------
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
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: Sl-14424
Received: 13 JUL 01
Reported: 24 JUL 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 173010724
REPORT OF RESULTS Page 18
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
------------------------------------------- -----------------
14424-13 UM Influent
14424-14 U/L Midfluent
14424-15 LM Influent
14424-47 MW-16
07-11-01/12:00
07-11-01/12: 00
07-11-01/12: 00
07-11-01
-----------------------------------------------------------------------------------
PARAMETER 14424-13 14424-14 14424-15 14424-47
-------------------------------------------------------------------------------
Suspended Solids (160. 2) ' mg/1 5.0 <5.0 12 1600
Dilution Factor l l l l
Prep Date 07.16.01 07.16.01 07.16.01 07.16.01
Analysis Date 07.17.01 07.17.01 07.17.01 07.17.01
Batch ID 0716B 0716B 0716B 0716C
-------------------------------------------------------------------------------
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.stHnc.com STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: Sl-14424
Received: 13 JUL 01
Reported: 24 JUL 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 173010724
REPORT OF RESULTS Page 19
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES
14424-16 DUP-1
14424-17 ·MW-23
14424-18 ··MW-15
PARAMETER
Mercury (7470)
Mercury, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
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
DATE/
TIME SAMPLED
14424-16
1.1
1
07.17.01
07.18.01
07-11-01/14:00
07-11-01/18:00
07-ll-01/16:25
14424-17
<0.20
1
07.17.01
07.18.01
0717R 0717R
<50 <10
<5.0 <1.0
<5.0 <1.0
<15 <3.0
93 % 90 %
5 1
07.20.01 07.19.01
1B0720 1B0719
14424-18
1.2
1
07.17.01
07.18.01
0717R
<50
<5.0
<5.0
<15
87 %
5
07.19.01
1B0719
------------------------------
STL Savannah is a part of Severn Trent laboratories, Inc.
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SEVERN
SERVICES
5102 LaRoche Avenue • Savannah, GA 31404 • Tel: [phone] • FaK: 912 352 0165 • www.stl-inc.com STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: Sl-14424
Received: 13 JUL 01
Reported: 24 JUL 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 173010724
REPORT OF RESULTS Page 20
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES
14424-16 DUP-1
14424-17 MW-23
14424-18 MW-15
PARAMETER 14424-16
DATE/
TIME SAMPLED
07-11-01/14:00
07-11-01/18:00
07-11-01/16: 25
14424-17 14424-18
----------------------------------------------------------- ---------- ----------
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
Barium (6010)
<5.0
9.9
130
<5.0
<10
29
<5.0
<5.0
<5.0
70 %
5
07.20.01
1B0720
<1.0 <5.0
6.8 11
<1.0 160
3.9 <5.0
<2.0 <10
1.4 30
7.9 <5.0
1.2 <5.0
<1.0 <5.0
110 % 84 %
1 5
07.19.01 07.19.01
1B0719 1B0719
Barium, ug/1 220 59 180
Dilution Factor 1 1 1
Prep Date 07.17.01 07.17.01 07.17.01
Analysis Date 07.18.01 07.18.01 07.18.01
Batch ID 0717H 0717H 0717H
STL Savannah is a part of Severn Trent Laboratories, Inc.
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'SEVERN
:· TRENT
SERVJCES
5102 laRoche Avenue • Savannah, GA 31404 • Tel: [phone] • Fax: [phone] • www.stl-lnc.com STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: Sl-14424
Received: 13 JUL 01
Reported: 24 JUL 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 173010724
REPORT OF RESULTS Page 21
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
14424-16 DUP-1
14424-17 MW-23
14424-18 MW-15
PARAMETER
Beryllium (6010)
Beryllium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
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
14424-16
<5.0
1
07.17.01
07.18.01
0717H
300
1
07.17.01
07.18.01
07-11-01/14 :00
07-11-01/18:00
07-11-01/16:25
14424-17
<5.0
1
07.17.01
07.18.01
0717H
410
1
07.17.01
07.18.01
0717H 0717H
<40 <40
1 l
07.17.01 07.17.01
07.18.01 07.18.01
0717H 0717H
14424-18
<5.0
1
07.17.01
07.18.01
0717H
210
1
07.17.01
07.18.01
0717H
<40
1
07.17.01
07.18.01
0717H
------------------------------
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~nc.com STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: Sl-14424
Received: 13 JUL 01
Reported: 24 JUL 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 173010724
REPORT OF RESULTS Page 22
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
14424-16 DUP-1
14424-17 MW-23
14424-18 MW-15
PARAMETER
Lead (7421)
Lead, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Vanadium (6010)
Vanadium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Zinc (6010), ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
07-11-01/14:00
07-11-01/18: 00
07-11-01/16 :25
14424-16
130
10
07.16.01
07.20.01
0716L
<50
1
07.17.01
07.18.01
0717H
62
1
07.17.01
07.18.01
0717H
STL Savannah 1s a part of Severn Trent Laboratories, Inc.
14424-17
5.1
1
07.16.01
07.18.01
0716L
<50
1
07.17.01
07.18.01
0717H
96
1
07.17.01
07.18.01
0717H
14424-18
88
1
07.16.01
07.18.01
0716L
<50
1
07.17.01
07.18.01
0717H
47
1
07.17.01
07.18.01
0717H
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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
LOG NO: S1-14424
Received: 13 JUL 01
Reported: 24 JUL 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 173010724
REPORT OF RESULTS Page 23
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
14424-16 DUP-1 07-11-01/14:00
14424-17 MW-23 07-11-01/18:00
14424-18 MW-15 07-11-01/16:25
PARAMETER
Cadmium (7131)
Cadmium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Antimony (7041)
Antimony, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Suspended Solids (160.2), mg/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
14424-16
<0,30
1
07.16.01
07.18.01
0716L
<10
1
07.17.01
07.19.01
0717H
200
1
07.16.01
07.17.01
0716B
14424-17
<0 .30
1
07.16.01
07.18.01
0716L
<10
1
07.17.01
07.19.01
0717H
110
1
07.16.01
07.17.01
0716B
14424-18
<0.30
1
07.16.01
07.18.01
0716L
<10
1
07.17.01
07.19.01
0717H
170
1
07.16.01
07.17.01
0716B
------------------------------
STL Savannah is o p;irt 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
LOG NO: Sl-14424
Received: 13 JUL 01
Reported: 24 JUL 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 173010724
REPORT OF RESULTS Page 24
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
14424-16 DUP-1
14424-17 MW-23
14424-18 MW-15
PARAMETER
Chromium (6010)
Chromium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
14424-16
90
1
07.17.01
07.18.01
07-11-01/14:00
07-11-01/18:00
07-11-01/16:25
14424-17
19
1
07.17.01
07.18.01
14424-18
52
1
07.17.01
07.18.01
0717H 0717H 0717H
------------------------------
STL Savannah is a part of Severn Trent Laboratories, lnc.
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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
LOG NO: Sl-14424
Received: 13 JUL 01
Reported: 24 JUL 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 173010724
REPORT OF RESULTS Page 25
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
14424-19
14424 -20
14424-21
14424-22
Trip
Trip
Trip
Trip
Blank
Blank
Blank
Blank
1
2
3
4
-----------------------------------------------------------------------------------
PARAMETER 14424-19 14424-20 14424-21 14424-22
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
<10
<1.0
<1.0
<3.0
93 %-
1
07.19.01
1B0719
----------
<10
<1.0
<1.0
<3.0
90 'Ir
1
07.19.01
1B0719
----------
STL Savannah is a part of Severn Trent laboratories, Inc.
<10 <10
<1.0 <1.0
<1.0 <1.0
<3.0 <3.0
93 %-90 'Ir
1 1
07.19.01 07.19.01
1B0719 1B0719
--------------------
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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-14424
Received: 13 JUL 01
Reported: 24 JUL 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 173010724
REPORT OF RESULTS Page 26
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
-----------------------------------------------------------------------------------
14424-19
14424-20
14424-21
14424-22
Trip
Trip
Trip
Trip
Blank 1
Blank 2
Blank 3
Blank 4
-----------------------------------------------------------------------------------
PARAMETER 14424-19 14424-20 14424-21 14424-22
--------------------------------------- -------------------- --------------------
Purgeable Halocarbons (8021)
Chloroform, ug/1 <1.0
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 -Brornochloromethane
Dilution Factor
Analysis Date
Batch ID
<1.0
<1.0
<1.0
<2.0
<1.0
<1.0
<1.0
<1.0
100 %
1
07.19.01
1B0719
<1.0
<1.0
<1.0
<1.0
<2.0
<1.0
<1.0
<l. o
<1.0
100 %
1
07.19.01
1B0719
----------
STL Savannah is a part of Severn Trent laboratories, Inc.
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<2. o <2.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
110 % 94 %
1 1
07.19.01 07.19.01
1B0719 1B0719
--------------------
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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-14424
Received: 13 JUL 01
Reported: 24 JUL 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 173010724
REPORT OF RESULTS Page 27
LOG NO
14424-24
14424-25
14424-26
14424-27
14424-28
PARAMETER
SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES
Method Blank
Reporting Limit (RL)
Lab Control Standard Result
Lab Control Standard Duplicate Result
Spike Amount Added, LCS/LCSD
14424-24 14424-25 14424-26
DATE/
TIME SAMPLED
14424-27 14424-28
-------------------------------------------------------------------------------
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
<10 10 440
<1.0 1.0 21
<1.0 1.0 21
<3.0 3.0
93 %-93 %-
l 1
07.18.01 07.18.01
1B0718 1B0718
------------------------------
STL Savannah is a part of Severn Trent laboratories, Inc.
470 400
21 20
20 20
90 %-
1 1
07.18.01 07.18.01
1B0718 1B0718
--------------------
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5102 LaRoche Avenue • Savannah, GA 31404 • Tel: [phone] • Falc 912 352 0165 • www.stl-inc.com
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
SEVERN
•
SERVICES
STL Savannah
LOG NO: Sl-14424
Received: 13 JUL 01
Reported: 24 JUL 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 173010724
REPORT OF RESULTS Page 28
LOG NO
14424-24
14424 -25
14424-26
14424-27
14424-28
PARAMETER
SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES
Method Blank
Reporting Limit (RL)
Lab Control Standard Result
Lab Control Standard Duplicate Result
Spike Amount Added, LCS/LCSD
14424 -24 14424-25 14424-26
DATE/
TIME SAMPLED
14424-27 14424-28
----------------------------------------------------------- --------------------
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
<1.0
<1.0
<1.0
<2.0
(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
<1.0
<1.0
<1.0
<1.0
77 %
1
07.18.01
1B0718
<50
1
07.17.01
07.18.01
0717H
1.0
1.0
1.0
1. 0
2.0
1.0
1.0
1.0
1.0
50
22
21
85 %
1
07.18.01
1B0718
2160
1
07.17.01
07.18.01
0717H
----------
STL Savannah is a part of Severn Trent Laboratories, Inc.
18 20
22 20
83 %
1
07.18.01
1B0718
2150 2000
1
07.17.01
07.18.01
0717H
----------
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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
LOG NO: Sl-14424
Received: 13 JUL 01
Reported: 24 JUL 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 173010724
REPORT OF RESULTS Page 29
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
14424-24 Method Blank
14424-25
14424-26
14424-27
14424-28
Reporting Limit (RL)
Lab Control Standard Result
Lab Control Standard Duplicate Result
Spike Amount Added, LCS/LCSD
PARAMETER 14424-24 14424-25 14424-26 14424-27 14424-28
Beryllium (6010)
Beryllium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Chromium (6010)
Chromium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Manganese (6010)
Manganese, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
<5.0
1
07.17.01
07.18.01
0717H
<10
1
07.17.01
07.18.01
0717H
<5.0
1
07.17.01
07.18.01
0717H
5.0
10
5.0
51.2
1
07.17.01
07.18.01
0717H
210
1
07.17.01
07.18.01
0717H
531
1
07.17.01
07.18.01
0717H
STL Savannah is a part of Severn Trent Laboratories, Inc.
51.3
1
07.17.01
07.18.01
0717H
210
1
07.17.01
07.18.01
0717H
532
1
07.17.01
07.18.01
0717H
200
500
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SEVERN
•
SERVJCES , . . . .
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-14424
Received: 13 JUL 01
Reported: 24 JUL 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 173010724
REPORT OF RESULTS Page 30
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES
14424-24 Method Blank
14424-25
14424-26
14424-27
14424-28
Reporting Limit (RL)
Lab Control Standard Result
Lab Control Standard Duplicate Result
Spike Amount Added, LCS/LCSD
DATE/
TIME SAMPLED
-----------------------------------------------------------------------------------
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
14424-24 14424-25 14424-26 14424-27
<40
1
07.17.01
07.18.01
0717H
<3.0
1
07.16.01
07.20.01
0716L
<50
1
07.17.01
07.18.01
0717H
40
3.0
50
528
1
07.17.01
07.18.01
0717H
47.2
1
07.16.01
07.18.01
0716L
523
1
07.17.01
07.18.01
0717H
STL Savannah is a part at Severn Trent Laboratories, Inc.
528
1
07.17.01
07.18.01
0717H
49.4
1
07.16.01
07.18.01
0716L
523
1
07.17.01
07.18.01
0717H
14424-28
500
50.6
500
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H
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I
I
SEVERN
, TRENT
SERVJCES ' ,
5102 LaRoche Avenue • Savannah, GA 31404 • Tel: [phone] • Fax: [phone] • www.stl-inc.com STL Savannah
LOG NO: Sl-14424
Received: 13 JUL 01
Reported: 24 JUL 01
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 173010724
REPORT OF RESULTS Page 31
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
14424-24 Method Blank
Reporting Limit (RL)
Lab Control Standard Result
14424-25
14424-26
14424-27
14424-28
Lab Control Standard Duplicate Result
Spike Amount Added, LCS/LCSD
PARAMETER 14424-24 14424-25
-------------------------------------------------
Zinc (6010), ug/1 <20 20
Dilution Factor 1
Prep Date 07.17.01
Analysis Date 07.18.01
Batch ID 0717H
Cadmium (7131)
Cadmium, ug/1 <0. 30 0.30
Dilution Factor 1
Prep Date 07.16.01
Analysis Date 07.18.01
Batch ID 0716L
Antimony (7041)
14424-26 14424-27
--------------------
533 531
1 1
07.17.01 07.17.01
07.18.01 07.18.01
0717H 0717H
5.58 5.60
1 1
07.16.01 07.16.01
07.18.01 07.18.01
0716L 0716L
14424-28
----------
500
5.00
Antimony, ug/1 <10 10 434 494 500
Dilution Factor l 10 10
Prep Date 07.17.01 07.17.01 07.17.01
Analysis Date 07 .19. 01 07 .19. 01 07 .19. 01
Batch ID 0717H 071 7H 0717H
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
TRENT
SERVICES
' '
STL Savannah
LOG NO: Sl-14424
Received: 13 JUL 01
Reported: 24 JUL 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 173010724
REPORT OF RESULTS Page 32
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
-----------------------------------------------------------------------------------
14424-24 Method Blank
14424-25
14424-26
14424-27
14424-28
PARAMETER
Reporting Limit (RL)
Lab Control Standard Result
Lab Control Standard Duplicate Result
Spike Amount Added, LCS/LCSD
14424-24 14424-25 14424-26 14424-27 14424-28
----------------------------------------------------------- --------------------
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
1
07.17.01
07.18.01
0717R
<5.0
1
07.16.01
07.17.01
0716B
0.20
5.0
2.88
1
07.17.01
07.18.01
0717R
99
1
07.16.01
07.17.01
0716B
----------
STL Savannah is a part of Severn Trent Laboratories, Inc.
2.95 2.50
1
07.17.01
07.18.01
0717R
101 100
1
07.16.01
07.17.01
0716C
----------
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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
LOG NO: Sl-14424
Received: 13 JUL 01
Reported: 24 JUL 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 173010724
REPORT OF RESULTS Page 33
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
14424-29 LCS/LCSD % Recovery
14424-30 LCS Accuracy Control Limit (%R)
PARAMETER
Purge able Aromatics (8021)
Acetone, ug/1
Benzene, ug/1
Toluene, ug/1
Surrogate -a,a,a-Trifluorotoluene
Dilution Factor
Analysis Date
Batch ID
Purgeable Halocarbons (8021)
1,1-Dichloroethene, ug/1
Trichloroethene, ug/1
Surrogate -Bromochloromethane
Dilution Factor
Analysis Date
Batch ID
Barium (6010)
Barium, %
Dilution Factor
Prep Date
Analysis Date
Batch ID
14424-29
110/118 %
105/105 %
105/100 %
1
07.18.01
1B0718
110/90 %
105/110 %
1
07.18.01
1B0718
108/108 %
1
07.17.01
07.18.01
0717H
STL Savannah is .i part of Severn Trent Laboratories. Inc.
14424-30
40-130 %
48-152 %
62-133 %
70-130 %
37-163 %
49-138 %
70-130 %
75-125 %
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SEVERN
TRENT
SERVICIJS .
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-14424
Received: 13 JUL 01
Reported: 24 JUL 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 173010724
REPORT OF RESULTS Page 34
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
-----------------------------------------------------------------------------------
14424-29 LCS/LCSD % Recovery
14424-30 LCS Accuracy Control Limit (%R)
-----------------------------------------------------------------------------------
PARAMETER 14424-29 14424-30
-------------------------------------------------------------------------------
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
102/103 %
1
07.17.01
07.18.01
0717H
105/105 1r
1
07.17.01
07.18.01
0717H
106/106 1r
1
07.17.01
07.18.01
0717H
STL Savannah is a part of Severn Trent Laboratories, Inc.
75-125 %
75-125 %
75-125 1r
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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-14424
Received: 13 JUL 01
Reported: 24 JUL 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 173010724
REPORT OF RESULTS Page 35
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
-----------------------------------------------------------------------------------
14424-29 LCS/LCSD % Recovery
14424-30 LCS Accuracy Control Limit (%R)
-----------------------------------------------------------------------------------
PARAMETER 14424-29 14424-30
-------------------------------------------------------------------------------
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
106/106 %
1
07.17.01
07.18.01
0717H
94/99 %
1
07.16.01
07.18.01
0716L
105/105 %
1
07.17.01
07.18.01
0717H
STL Savannah is a part of Severn Trent Laboratories, Inc.
75-125 %
80-120 %
75-125 %
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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
LOG NO: Sl-14424
Received: 13 JUL 01
Reported: 24 JUL 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 173010724
REPORT OF RESULTS Page 36
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
14424-29 LCS/LCSD % Recovery
14424-30 LCS Accuracy Control Limit (%R)
PARAMETER 14424-29 14424-30
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
107/106 %
1
07.17.01
07.18.01
0717H
112/112 %
l
07.16.01
07.18.01
0716L
87/99 %
10
07.17.01
07.19.01
0717H
STL Savannah is a part of Severn Trent Laboratories, 1nc.
75-125 %-
80-120 %
80-120 %
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SEVERN
•
SERVJCES ,
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-14424
Received: 13 JUL 01
Reported: 24 JUL 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 173010724
REPORT OF RESULTS Page 37
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
-----------------------------------------------------------------------------------
14424-29 LCS/LCSD %-Recovery
14424-30 LCS Accuracy Control Limit (%-R) -----------------------------------------------------------------------------------
PARAMETER 14424-29 14424-30
----------------------------------------------------------- --------------------
Mercury (7470)
Mercury, %-
Dilution Factor
Prep Date
Analysis Date
Batch ID
115/118 %-
1
07.17.01
07.18.01
0717R
80-120 %-
Suspended Solids (160.2), mg/1 99/101 80-120 %-
------------------------------------------------- ------------------------------
STL Savannah is a part of Severn Trent Laboratories, Inc.
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SEVERN
SERVICES
5102 LaRoche Avenue • Savannah, GA 31404 • Tel: [phone] • Fa)(: 912 352 0165 • www.stl-inc.com STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: Sl-14424
Received: 13 JUL 01
Reported: 24 JUL 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 173010724
REPORT OF RESULTS Page 38
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
-----------------------------------------------------------------------------------
14424-35 MS% Recovery (MW-11)
14424-36 MSD % Recovery (MW-11) -----------------------------------------------------------------------------------
PARAMETER 144 24 - 3 5 14424 -3 6
-------------------------------------------------------------------------------
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
105 %
105 %-
105 %
97 %
07.20.01
1B0720
125 %
120 %
97 %
l
07.20.01
1B0720
107 %-
1
07.17.01
07.18.01
0717H
112 %
105 %
100 %
97 %
1
07.20.01
1B0720
100 %
100 %
85 %
1
07.20.01
1B0720
107 %
1
07.17.01
07.18.01
0717H
----------------------------------------------------------- ---------- ----------
STL Savannah is a part of Severn Trent Laboratories, lnc ..
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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-14424
Received: 13 JUL 01
Reported: 24 JUL 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 173010724
REPORT OF RESULTS Page 39
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
-----------------------------------------------------------------------------------
14424-35 MS% Recovery (MW-11)
14424-36 MSD % Recovery (MW-11)
-----------------------------------------------------------------------------------
PARAMETER 14424-35 14424-36
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
07.17.01
07.18.01
0717H
104 %
1
07.17.01
07.18.01
0717H
107 %
1
07.17.01
07.18.01
0717H
STL Savannah is a part of Severn Trent Laboratories, Inc.
101 %
1
07.17.01
07.18.01
0717H
104 %-
1
07.17.01
07.18.01
0717H
106 %-
1
07.17.01
07.18.01
0717H
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SEVERN
. TRENT
SERVICES '
5102 laRoche Avenue • Savannah, GA 31404 • Tel: [phone] • Fax: [phone] • www.stHnc.com STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: Sl-14424
Received: 13 JUL 01
Reported: 24 JUL 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 173010724
REPORT OF RESULTS Page 40
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
-----------------------------------------------------------------------------------
14424-35 MS% Recovery (MW-11)
14424-36 MSD % Recovery (MW-11)
-----------------------------------------------------------------------------------
PARAMETER 14424-35 14424-36
-------------------------------------------------------------------------------
Nickel (6010)
Nickel, %-
Dilution Factor
Prep Date
Analysis Date
Batch ID
Lead (7421)
Lead, % 1 Dilution Factor
Prep Date
Analysis Date
Batch ID
Vanadium (6010)
Vanadium, %
Dilution Factor
Prep Date
Analysis Date
Batch ID
104 %
1
07.17.0l
07.18.01
0717H
118 %
l
07.16.01
07.18.01
0716L
103 %
1
07.17.01
07.18.01
0717H
STL Savannah is a part of Severn Trent Laboratories, Inc.
104 %
1
07.17.01
07.18.01
0717H
118 %
1
07.16.01
07.18.01
0716L
103 %
1
07.17.01
07.18.01
0717H
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SEVERN
TRENT
SERVJCES
5102 LaRoche Avenue • Savannah, GA 31404 • Tel: [phone] • Fax: [phone] • www.stl..jnc.com STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: Sl-14424
Received: 13 JUL 01
Reported: 24 JUL 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 173010724
REPORT OF RESULTS Page 41
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
14424-35
14424-36
PARAMETER
MS% Recovery (MW-11)
MSD % Recovery (MW-11)
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
14424-35
103 %
l
07.17.01
07.18.01
0717H
108 %
l
07.16.01
07.18.01
0716L
89 %
10
07.17.01
07.19.01
0717H
STL Savannah is a prirt of Severn Trent Laboratories, Inc.
14424-36
103 %
l
07.17.01
07.18.01
0717H
112 %
l
07.16.01
07.18.01
0716L
90 %
10
07.17.01
07.19.01
0717H
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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
LOG NO: Sl-14424
Received: 13 JUL 01
Reported: 24 JUL 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 173010724
REPORT OF RESULTS Page 42
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
14424-39 MS Accuracy Advisory Limit (%R)
PARAMETER 14424-39
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)
40-130 %
48--152 %
62-133 %
70-130 %
37-163 %
49-138 %
70-130 %
I Barium, % 75-125 %
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Beryllium (6010)
Beryllium, %
Chromium (6010)
Chromium, %
Manganese (6010)
Manganese, %
Nickel (6010)
Nickel, %
75-125 %
75-125 %
75-125 %
75-125 %
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.sll•inc.com STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: Sl-14424
Received: 13 JUL 01
Reported: 24 JUL 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 173010724
REPORT OF RESULTS Page 43
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
-----------------------------------------------------------------------------------
14424-39 MS Accuracy Advisory Limit (%R)
-----------------------------------------------------------------------------------
PARAMETER 14424-39
-------------------------------------------------------------------------------
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
LOG NO: Sl-14424
Received: 13 JUL 01
Reported: 24 JUL 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 173010724
REPORT OF RESULTS Page 44
LOG NO SAMPLE DESCRIPTION, AIR SAMPLES
14424-40 Property Line
14424-41 UD Stack
14424-42 U/L Stack
14424-43 Macon Source
DATE/
TIME SAMPLED
07-11-01/16: 00
07-11-01/16:00
07-11-01/12:00
07-11-01/11:30
------------------------------------------------------------------------------------
PARAMETER 14424-40
Volatile Organics (EPA-18)
Chlorornethane, rng/rn3
Vinyl chloride, rng/rn3
Bromomethane, mg/m3
Chloroethane, rng/rn3
Trichlorofluoromethane, mg/rn3
1,1-Dichloroethene, mg/m3
Carbon disulfide, rng/rn3
Methylene chloride (Dichlorornethane), rng/rn3
trans-1,2-Dichloroethene, mg/m3
1,1-Dichloroethane, mg/m3
Vinyl acetate, rng/rn3
2-Butanone (MEK), rng/rn3
2,2-Dichloropropane, rng/rn3
cis-1,2-Dichloroethene, mg/m3
Chloroform, rng/rn3
Brornochloromethane, mg/m3
1,1,1-Trichloroethane, mg/m3
1,1-Dichloropropylene, rng/rn3
<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
14424-41
<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
14424-42
<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
14424-43
<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
Carbon tetrachloride, mg/m3 <1.0 <1.0 <1.0 <1.0
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
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: Sl-14424
Received: 13 JUL 01
Reported: 24 JUL 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 173010724
REPORT OF RESULTS Page 45
LOG NO SAMPLE DESCRIPTION, AIR SAMPLES
14424-40 Property Line
14424-41 UD Stack
14424-42 U/L Stack
14424-43 Macon Source
DATE/
TIME SAMPLED
07-11-01/16:00
07-11-01/16:00
07-11-01/12:00
07-11-01/11: 30
-----------------------------------------------------------------------------------
PARAMETER 14424-40 14424-41 14424-42 14424-43
--------------------------------------------------------------------- ----------
1, 2 -Dichloroethane, mg/m3 <l. 0 <l. 0 <l. 0 <l. 0
Benzene, rng/m3
Trichloroethene, mg/m3
1,2-Dichloropropane, mg/m3
Brornodichloromethane, rng/m3
Dibromomethane, mg/m3
trans-1,3-Dichloropropene, mg/rn3
Toluene, mg/m3
cis-1,3-Dichloropropene, mg/rn3
1,1,2-Trichloroethane, rng/m3
1,3-Dichloropropane, mg/m3
Tetrachloroethene, rng/m3
Dibrornochlorornethane, rng/rn3
1,2-Dibromoethane (EDB), mg/m3
Chlorobenzene, rng/rn3
Ethylbenzene, mg/m3
m&p-Xylene, mg/m3
a-Xylene, mg/m3
Styrene, 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
<l.O
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<l. 0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
1.1
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
Isopropylbenzene, mg/m3 <1.0 <1.0 <1.0 <1.0
------------------------------------------------- ------------------------------
STL Savannah is a part of Severn Trent Laboratories, Inc.
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I 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
LOG NO: Sl-14424
Received: 13 JUL 01
Reported: 24 JUL 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 173010724
REPORT OF RESULTS Page 46
DATE/
LOG NO SAMPLE DESCRIPTION, AIR SAMPLES TIME SAMPLED
14424-40
14424-41
14424-42
14424-43
PARAMETER
Property Line
UD Stack
U/L Stack
Macon Source
Bromoform, rng/m3
1,1,2,2-Tetrachloroethane, rng/rn3
n-Propylbenzene , rng/rn3
Bromobenzene, mg/m3
1,3,5-Trirnethylbenzene, rng/rn3
2-Chlorotoluene, rng/rn3
4-Chlorotoluene, rng/rn3
t-Butylbenzene, rng/m3
1,2,4-Trimethylbenzene, rng/rn3
s-Butylbenzene, mg/m3
p-Isopropyltoluene, rng/m3
1,3-Dichlorobenzene, mg/m3
1,4-Dichlorobenzene, mg/rn3
n-Butylbenzene, mg/m3
1,2-Dichlorobenzene, mg/m3
l,2-Dibromo-3-chloropropane, mg/m3
Dilution Factor
Analysis Date
Batch ID
14424-40
----------
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
1
07.13.01
200712
14424-41
----------
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<l.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
1
07.13.01
200712
STL Savannah is a part of Severn Trent Laboratories, Inc.
07-11-01/16: 00
07-11-01/16:00
07-11-01/12:00
07-11-01/11 :30
14424-42 14424-43
--------------------
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<l. 0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 1. 7
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
1 1
07.13.01 07.13.01
200712 200712
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Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
SEVERN
•
SERVICES
STL Savannah
LOG NO: 81-14424
Received: 13 JUL 01
Reported: 24 JUL 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 173010724
REPORT OF RESULTS Page 47
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR AIR SAMPLES TIME SAMPLED
14424-44 Method Blank
14424-45 Lab Control Standard% Recovery
14424-46 LCS Accuracy Control Limit (%R)
PARAMETER
Volatile Organics (EPA-18)
14424-44
Chloromethane, mg/m3 <2.0
Vinyl chloride, mg/m3 <2.0
Bromomethane, mg/m3 <2.0
Chloroethane, mg/m3 <2.0
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-Dichloraethene, mg/m3
Chloroform, mg/m3
Bromochloromethane, mg/m3
1,1,1-Trichloroethane, mg/m3
1,1-Dichloropropylene, mg/ml
Carbon tetrachloride, mg/m3
<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
1,2-Dichloroethane, rng/m3 <1.0
STL Savannah is a part of Severn Trent Laborator1es, Inc.
14424-45
92 %'
14424-46
60-140 %
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TRENT
, SERVICES 1
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
LOG NO: S1-14424
Received: 13 JUL 01
Reported: 24 JUL 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 173010724
REPORT OF RESULTS Page 48
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR AIR SAMPLES TIME SAMPLED
-----------------------------------------------------------------------------------
14424-44 Method Blank
14424-45 Lab Control Standard% Recovery
14424-46 LCS Accuracy Control Limit (%R)
-----------------------------------------------------------------------------------
PARAMETER
Benzene, rng/m3
Trichloroethene, mg/m3
1,2-Dichloropropane, rng/rn3
Bromodichlorornethane, mg/m3
Dibromomethane, mg/m3
trans-1,3-Dichloropropene, mg/m3
Toluene, mg/m3
cis-1,3-Dichloropropene, rng/rn3
1,1,2-Trichloroethane, mg/rn3
1,3-Dichloropropane, rng/rn3
Tetrachloroethene, rng/rn3
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, m9/rn3
14424-44 14424-45 14424-46
<1.0 84 % 60-140 %
<1.0 84 % 60-140 %
<1.0
<1.0
<1.0
<1.0
<1.0 96 % 60-140 %
<1.0
<1.0
<1.0
<1.0
<l.0
<1.0
<1.0 90 % 60-140 %
<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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SEVERN
\TRENT,
SERVICES
5102 laRoche Avenue • Savannah, GA 31404 • Tel: [phone] • FaK: 912 352 0165 • www.stl-inc.com STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: Sl-14424
Received: 13 JUL 01
Reported: 24 JUL 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 173010724
REPORT OF RESULTS Page 49
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR AIR SAMPLES TIME SAMPLED
14424-44
14424-45
14424-46
PARAMETER
Method Blank
Lab Control Standard i Recovery
LCS Accuracy Control Limit (%R)
n-Propylbenzene , mg/m3
Brornobenzene, 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, rng/m3
n-Butylbenzene, rng/m3
1,2-Dichlorobenzene, mg/m3
1,2-Dibromo-3-chloropropane, mg/m3
Dilution Factor
Analysis Date
Batch ID
14424-44
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<l.O
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
1
07.12.01
200712
STL Savannr1h is a part of Severn Trent Laboratories, Inc.
14424-45
1
07.12.01
200712
14424-46
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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: S1-14424
Received: 13 JUL 01
Reported: 24 JUL 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 173010724
REPORT OF RESULTS Page so
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR AIR SAMPLES TIME SAMPLED
-------------------------------------------------------------------------
14424-44
14424-45
14424-46
Method Blank
Lab Control Standard% Recovery
LCS Accuracy Control Limit (%R)
------ - ----------.. ---- - - - - -------- - - - - ----- - - ------ - ------- ----- ---------
PARAMETER 14424-44 14424-45 14424-46
----------------------------.. --------------------------------------------------
I
These test results meet all the requirements of NELAC. All questions
regarding this test report should be directed to the STL Project Manager
who signed this test report.
Methods: EPA SW-846, Update III.
EPA Method: EPA-18
NC CERT# 269
Final Page Of Report
STL Savannah is a part of Severn Trent Laboratories, Inc.
-----iiilierialiilibe-2 6 ~ £ 1 ---SEVERN ANALYSIS REQUEST AND CHAIN OF CUSTODY RECORD C:> STL Savannah
5102 LaRoche Avenue
Savannah, GA 31404
Website: www.stl-inc.com
Phone: [phone]
Fax: [phone]
'I,.
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STL Savannah
PO. NUMBER
CLIENT (SITE)_PM
CLl~NAM~ £~~{1,/IJ CLIENTE-MAIL
CLIENT ADDljlc.ij,# /)_ J /")
· if/7 VQl,/0~ Vf/VI'
COMPANY CONTRACTING THIS WORK {if applicable)
;rJ.5
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,IJ-O) \:;)_;~
'J 1/-o/ jJ>30
"J-1)--o/ \'J,Qf) !,r/L
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RECEIVED FOR LABORATORY BY:
(SIGNATURE}
!<-,C...........
DATE
DATE
\!.-..:
,.
j;-,.
TIME
TIME
TIME
PROJECT LjlyAT ON
(STATE) /VJ
CONTRACT NO.
RECEIVED BY: (SIGNATURE)
CUSTODY INTACT
YES 0
NO 0
(__~ Alternate Laboratory Name/Location
MATRIX
TYPE
DATE
-7,-0-0I
DATE
LABORATORY USE ONLY
CUSTODY
SEAL NO.
STL SAVANNAH
LOG NO.
s' l -\'t'fi't
REQUIRED ANALYSIS
Phone:
Fax:
' '
TIME
1/;.:; 0
RELINQUISHED BY: (SIGNATURE)
TIME RECEIVED BY: (SIGNATURE)
LABORATORY REMARKS
ORIGINAL -RETIIRN TO LABORATORY WITH SAMPLE(S)
PAGE
3
STANDARD REPORT
DELIVERY C)
DATE DUE ____ _
EXPEDITED REPORT
DELIVERY C --~
(SURCHARGE)
DATE DUE
NUMBER OF COOLERS SUBMITTED
PER SHIPMENT:
REMARKS
DATE TIME
DATE TIME
- - - - --l!!!!!!!I 11!1 -111111 iliiiseri~be~2 8 ~ ..., 5 ---SEVERN ANALYSIS REQUEST AND CHAIN OF CUSTODY RECORD C) STL Savannah
5102 LaRoche Avenue
Savannah, GA 31404
Website: www.st!-inc.com
Phone: [phone]
Fax: [phone]
STL Savannah
PROJECT REFEREf fk-if:i 0~ ''('Y
PROJECT NO. / j, moo/a
STL (LAB) PROJECT MANAGER P.O. NUMBER
CLIENT (SITE) PM CLIENT PHONE 75 7of-?Y'2J
CLIENT E-MAIL
#
COMPANY CONTRACTING THIS WORK (1f applicable)
RECEIVED FOR LABORATORY BY:
(SIGNATURE) KC--.
DATE TIME
DATE TIME
PROJECT LOCATION
(STATE) 'C
CONTRACT NO.
f~Jo%
RECEIVED BY: {SIGNATURE)
CUSTODY INTACT
YES 0
NO 0
C~ Alternate Laboratory Name/Location
Phone:
Fax:
MATRIX
TYPE REQUIRED ANALYSIS
DATE TIME RELINQUISHED BY: {SIGNATURE)
7-/2 .'JI ~'2:JO
DATE TIME RECEIVED BY: (SIGNATURE)
LABORATORY USE ONLY
CUSTODY
SEAL NO.
STL SAVANNAH
LOG NO.
S l-1 ... "{2-'t
LABORATORY REMARKS
ORIGINAL -RETURN TO LABORATORY WITH SAMPI.E(Si
PAGE2
STANDARD REPORT
DELIVERY C_)
DATE DUE.~----
EXPEDITED REPORT
DELIVERY
(SURCHARGE)
DATE DUE
NUMBER OF COOLERS SUBMITTED
PER SHIPMENT:
DATE TIME
DATE TIME
\v l
SEVERN ANALYSIS REQUEST AND CHAIN OF CUSTODY RECORD C:-> STL Savannah
5102 LaRoche Avenue
Savannah, GA 31404
Website: www.stl-inc.com
Phone: [phone]
Fax: [phone]
STL Savannah
STL (LAB) PROJECT MANAGER
CLIENT (SITE) PM
URE)
RECEIVED FOR LABORATORY BY:
(SIG JURE)
-~
PROJECT NO.
D OOOu
P.O. NUMBER
CLIENT ~f'!,c / -Jdf 'J<f.5-707:::,
CLIENT E-MAIL
DATE TIME
OATE TIME
PROJECT LlfjlTION
(STATE) /,/ {
CONTRACT NO.
!ei,IENT FAX ,/ /Of-7' -'J)7o
RECEIVED BY: (SIGNATURE)
CUSTOOY INTACT
YES 0
NO 0
C.~ Alternate Laboratory Name/Location
MATRIX
TYPE
X
X
X
X
X
LABORATORY USE ONLY
DATE
Phone:
Fax:
REQUIRED ANALYSIS
NUMBER OF CONTAINERS SUBMITTED
--J.. X
X
X:
X
RELINQUISHED BY: (SIGNATURE}
TIME RECEIVED BY: (SIGNATURE)
CUSTODY
SEAL NO.
STL SAVANNAH LABORATORY REMARKS
LOG NO.
ORIGINAL -RETURN TO LABORATORY WITH SAMPLE(S)
PAGE/
STANDARO REPORT DELIVERY (.
DATE QUE ____ _
EXPEDITED REPORT
DELIVERY
(SURCHARGE)
DATE DUE
NUMBER OF COOLERS SUBMITTEO
PER SHIPMENT
REMARKS
DATE TIME
DATE TIME
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5102 LaRoche Avenue • Savannah, GA 31404 • Te!: 912 354 7858 • Fax: [phone] • www.stl-inc.com
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
SEVERN
TRENT
SERVICES
STL Savannah
LOG NO, Sl-14622
Received, 21 JUL 01
Reported, 30 JUL 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code, 104610731
REPORT OF RESULTS
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES
-----n --------------------------------------------------
14622-1 ·UM Effluent
14622-2 'U/L Effluent
14622-3
14622-4
PARAMETER
'MW-22
MW-25
14622-1 14622-2
DATE/
TIME SAMPLED
07-20-01
07-20-01
07-20-01
07-20-01
14622-3
Page 1
14622-4
--------------------------------------- ----------------------------------------
Purgeable Aromatics (8021)
Acetone, ug/1 <10 <10 <10 <10
Benzene, ug/1 <1.0 <l .0 <1.0 <1.0
Toluene, ug/1 <1.0 <l. 0 <l. 0 <1.0
Total Xylenes, ug/1 <3 .0 <3. 0 <3.0 <3 .0
Surrogate -a,a,a-Trifluorotoluene 90 % 93 % 90 % 87 %
Dilution Factor 1 1 1 1
Analysis Date 07.26.01 07.26.01 07 .26.01 07.27.01
Batch ID 180726 1B0726 180726 1B0726
--------------------------------------- ----------------------------------------
STL Savannah is a part of Severn Trent Laboratories, Inc.
,,
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SEVERN
TRENT
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-14622
Received: 21 JUL 01
Reported, 30 JUL 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code, 104610731
REPORT OF RESULTS Page 2
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES
------------------------------------------------------------
14622-1 UM Effluent
14622-2 U/L Effluent
14622-3 MW-22
14622-4 MW-25
DATE/
TIME SAMPLED
07-20-01
07-20-01
07-20-01
07-20-01
-----------------------------------------------------------------------------------
PARAMETER 14622-1 14622-2 14622-3 14622-4
----------------------------------------------------------- --------------------
Purgeable Halocarbons (8021)
Chloroform, ug/1
1,1-Dichloroethane, ug/1
1,1-Dichloroethene, ug/1
1,2-Dichloroethene (total), ug/1
Methylene chloride (Dichloromethane),
1,1,1-Trichloroethane, ug/1
Trichloroethene, ug/1
Tetrachloroethene, ug/1
Vinyl chloride, ug/1
Surrogate -Bromochlorornethane
Dilution Factor
Analysis Date
Batch ID
Barium (6010)
Barium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
ug/1
<1.0
<1.0
<1.0
<l. 0
<2. 0
<l .0
<l .0
<l. 0
<l. 0
90 %
1
07 .26.01
1B0726
340
1
07 .25.01
07.27.01
0725J
<l. 0
<1.0
<1.0
<1.0
<2.0
<1.0
<1.0
<1.0
<1.0
90 %
1
07.26.01
1B0726
<50
1
07.25.01
07.27.01
0725J
<1.0 <1.0
5 .7 <1.0
<1.0 1.1
<1.0 <1.0
<2.0 <2.0
1. 5 1.0
1. 0 <1.0
<l. 0 <1.0
<l .0 <l. 0
97 % 92 %
1 1
07.26. 01 07.27.01
180726 1B0726
<50 120
1 1
07.25.01 07.25.01
07.27.01 07.27.01
0725J 0725J
------------------------------------------------- ------------------------------
STL Savannah is a part of Severn Trent Laboratories, Inc.
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SEVERN
TRENT·
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-14622
Received: 21 JUL 01
Reported, 30 JUL 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code, 104610731
Page 3
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
14622-1 UM Effluent
14622-2 U/L Effluent
14622-3 MW-22
14622-4 MW-25
07-20-01
07-20-01
07-20-01
07-20-01
-----------------------------------------------------------------------------------
PARAMETER
Beryllium (6010)
Beryllium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Chromium (6010)
Chromium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Manganese (6010)
Manganese, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
14622-1
----------
<5.0
1
07.25.01
07 .27.01
0725J
<10
1
07 .25.01
07.27.01
0725J
16
1
07 .25.01
07.27.01
0725J
14622-2
----------
<5.0
1
07.25.01
07.27.01
0725J
<10
1
07. 25.01
07.27.01
0725J
<5.0
1
07.25.01
07.27.01
0725J
14622-3 14622-4
--------------------
<5.0 <5.0
1 1
07.25.01 07.25.01
07.27.01 07.27.01
0725J 0725J
10 <10
1 1
07.25. 01 07.25.01
07.27.01 07.27.01
0725J 0725J
110 13
1 1
07. 25.01 07. 25.01
07.27.01 07.27.01
0725J 0725J
--------------------------------------- ------------------------------ ----------
STL Savannah is a part of Severn Trent Laboratories, Inc.
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SEVERN
TRENT
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-14622
Received: 21 JUL 01
Reported, 30 JUL 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code, 104610731
Page 4
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
------------------------------------------------------------------------------------
14622-1
14622-2
14622-3
UM Effluent
U/L Effluent
MW-22
07-20-01
07-20-01
07-20-01
14622-4 MW-25 07-20-01
------------------------------·-----------------------------------------------------
PARAMETER 14622-1 14622-2 14622-3 14622-4
------------------------------------------------- ------------------------------
Nickel (6010)
Nickel, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Lead (7421)
Lead, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Vanadium (6010)
Vanadium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
<40
1
07.25.01
07 .27.01
0725J
<3.0
1
07. 25.01
07. 26.01
07251
<50
1
07 .25.01
07.27.01
0725J
<4 0
1
07. 25.01
07.27.01
0725J
<3.0
1
07.25.01
07. 26.01
07251
<50
1
07.25.01
07.27.01
0725J
<4 0 <40
1 1
07 .25.01 07.25.01
07 .27.01 07.27.01
0725J 0725J
<3.0 <3.0
1 1
07 .25.01 07.25.01
07.26.01 07.26.01
0725I 07251
<50 <50
1 1
07.25.01 07.25.01
07.27.01 07.27.01
0725J 0725J
--------------------------------------- -------------------- --------------------
STL Savannah is a part of Severn Trent Laboratories, Inc.
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SEVERN
: TRENT
SF.RV ICES
5102 laRoche Avenue • Savannah, GA 31404 • Tel: [phone] • Fax: [phone] • www.stl-inc.com STL Savannah
LOG NO, Sl-14622
Received: 21 JUL 01
Reported, 30 JUL 01
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
Project: Macon Dockery/1900000101»
Sampled By, Client
Code, 104610731
REPORT OF RESULTS Page 5
DATE/
LOG NO SAMPLE DESCRIPTION LIQUID SAMPLES TIME SAMPLED
-----------------------------------------------------------------------------------
14622-1
14622-2
14622-3
UM Effluent
U/L Effluent
MW-22
07-20-01
07-20-01
07-20-01
14622-4 MW-25 07-20-01
------------------------------------------------------------------------------------
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
14622-1 14622-2
--------------------
<20 <20
1 1
07.25.01 07.25.01
07 .27.01 07 .27.01
0725J 0725J
<0.30 <0.30
1 1
07.25.01 07 .25.01
07 .26.01 07 .26.01
07251 07251
<10 <10
1 1
07.25.01 07.25.01
07.27.01 07.27.01
0725J 0725J
STL Savannah is a part of Severn Trent Laboratories. 1nc.
14622-3 14622-4
--------------------
<20 25
1 1
07.25.01 07.25. 01
07. 27.01 07 .27.01
0725J 0725J
<0.30 <0.30
1 1
07.25.01 07 .25.01
07. 26.01 07 .26.01
07251 07251
<10 <10
1 1
07.25.01 07.25.01
07.27.01 07.27.01
0725J 0725J
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SEVERN
, TRENT
5102 LaRoche Avenue • Savannah, GA 31404 • Tel: [phone] • Fax: [phone] • www.stl-inc.com STL Savannah
LOG NO
14622-1
14622-2
14622-3
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
SAMPLE DESCRIPTION, LIQUID SAMPLES
UM Effluent
U/L Effluent
MW-22
LOG NO: Sl-14622
Received: 21 JUL 01
Reported: 30 JUL 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 104610731
DATE/
TIME SAMPLED
07-20-01
07-20-01
07-20-01
Page 6
14622-4 MW-25 07-20-01
PARAMETER 14622-1
Suspended Solids (160.2), mg/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
5.0
1
07 .26.01
07 .27.01
0726A
14622-2
----------
<5.0
1
07.26.01
07.27.01
0726A
STL Savannah is a part of Severn Trent Laboratories, Inc.
14622-3 14622-4
--------------------
53 6.0
1 1
07 .26.01 07.26.01
07 .27.01 07.27.01
0726A 0726A
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I
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
TRENT'
SERVJCES
STL Savannah
LOG NO, Sl-14622,
Received: 21 JUL 01
Reported, 30 JUL 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code, 104610731
REPORT OF RESULTS
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES
------------------------------------------------------------
14622-5
14622-6
14622-7
14622-8
14622-9
Method Blank
Reporting Limit (RL)
Lab Control Standard Result
Lab Control Standard Duplicate Result
Spike Amount Added, LCS/LCSD
DATE/
TIME SAMPLED
PARAMETER 14622-5 14622-6 14622-7 14622-8
Page 7
14622-9
--------------------------------------- ---------- ------------------------------
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
<10 10 3 90
<1.0 1.0 21
<1.0 l. 0 21
<3 .0 3.0
90 % 100 %
1 1
07 .26.01 07 .26.01
1B0726 180726
------------------------------
STL Savan11at1 is a part of Severn Trent Laboratories, Inc.
390 400
21 20
21 20
97 %
1
07.26 .01
1B0726
--------------------
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I
5102 LaRoche Avenue • Savannah, GA 31404 • Tel: [phone] • Fax: [phone] • www.stHnc.com
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
SEVERN
TRENT:
STL Savannah
LOG NO, Sl-14622
Received: 21 JUL 01
Reported, 30 JUL 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code, 104610731
LOG NO
REPORT OF RESULTS
DATE/
SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
Page 8
-------------------------------------------------------------------------
14622-5
14622-6
14622-7
14622-8
14622-9
PARAMETER
Method Blank
Reporting Limit {RL)
Lab Control Standard Result
Lab Control Standard Duplicate Result
Spike Amount Added, LCS/LCSD
14622-5 14622-6 14622-7 14622-8
--------------------------------------- -------------------- ----------
Purgeable Halocarbons (8021)
Chloroform, ug/1 <1.0 1. 0
1,1-Dichloroethane, ug/1 <1.0 1.0
1,1-Dichloroethene, ug/1 <1 .0 1.0 21 20
1,2-Dichloroethene (total), u9/l <1 .0 1.0
Methylene chloride <2 .0 2.0
(Dichloromethane), ug/1
1,1,1-Trichloroethane, ug/1 <1.0 1.0
Trichloroethene, ug/1 <1.0 1.0 20 20
Tetrachloroethene, ug/1 <l .0 1.0
Vinyl chloride, ug/1 <1. 0 1.0
S_urrogate -Bromochloromethane 94 % 90 % B6 %
Dilution Factor 1 1 1
Analysis Date 07.26 . 01 07.26 . 01 07.26.01
Batch ID 1B0726 1B0726 180726
Barium (6010)
Barium, ug/1 <50 50 2070 2060
Dilution Factor 1 1 1
Prep Date 07.25.01 07.25.01 07.25.01
Analysis Date 07 . 27.01 07 . 27.01 07 .27.01
Batch ID 0725J 0725J 0725J
14622-9
20
20
2000
-----------------------------··-------------------------------------------------
STL Sav<rnnah is a part of Severn Trent Laboratories, Inc.
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I
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
TRENT
SERVICES
STL Savannah
LOG NO, 81-14622
Received: 21 JUL 01
Reported, 30 JUL 01
Project: Macon Dockery/1900000101»
Sampled By, Client
Code, 104610731
REPORT OF RESULTS Page 9
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
-----------------------------·------------------------------------------------------
14622-5
14622-6
14622-7
14622-8
14622-9
PARAMETER
Method Blank
Reporting Limit {RL)
Lab Control Standard Result
Lab Control Standard Duplicate Result
Spike Amount Added, LCS/LCSD
14622-5 14622-6 14622-7 14622-8 14622-9
--------------------------------------- ---------- ------------------------------
Beryllium (6010)
Beryllium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Chromium (6010)
Chromium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Manganese (6010)
Manganese, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
<5.0
1
07.25.01
07.27.01
0725J
<10
1
07.25.01
07 .27.01
0725J
<5.0
1
07.25.01
07 .27.01
0725J
5.0
10
5.0
51. 2 51.l
1 1
07. 25.01 07 .25.01
07.27.01 07.27.01
0725J 0725J
210 210
1 1
07.25.01 07 .25.01
07 .27.01 07.27.01
0725J 0725J
529 528
1 1
07.25.01 07. 25.01
07.27.01 07.27.01
0725J 0725J
------------------------------------------------- --------------------
STL Savannah is a part of Severn Trent Laborntories, Inc.
50.0
200
500
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I
I
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
. TRENT
STL Savannah
LOG NO: 81-14622
Received: 21 JUL 01
Reported: 30 JUL 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 104610731
REPORT OF RESULTS Page 10
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
-----------------------------------------------------------------------------------
14622-5
14622-6
14622-7
14622-8
14622-9
PARAMETER
Method Blank
Reporting Limit (RL)
Lab Control Standard Result
Lab Control Standard Duplicate Result
Spike Amount Added, LCS/LCSD
14622-5 14622-6 14622-7 14622-8 14622-9
--------------------------------------- ---------- ---------- --------------------
Nickel (6010)
Nickel, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Lead (7421)
Lead, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Vanadium {6010)
Vanadium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
<40
1
07 .25.01
07.27.01
0725J
<3.0
1
07.25.01
07 .26.01
07251
<50
1
07.25.01
07.27.01
0725J
40
3.0
50
536 536 500
1 1
07.25.01 07.25.01
07.27.01 07.27.01
0725J 0725J
50.2 50.2 50.0
1 1
07.25.01 07.25.01
07. 26.01 07.26.01
07251 07251
519 517 500
1 1
07. 25.01 07.25.01
07.27.01 07.27.01
0725J 0725J
--------------------------------------- -------------------- --------------------
STL Savannah is a part of Severn Trent Laboratories, lnc.
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I
D
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
TRENT
SERVICES
STL Savannah
LOG NO, Sl-14622
Received: 21 JUL 01
Reported, 30 JUL 01
Project: Macon Dockery/1900000101»
Sampled By, Client
Code, 104610731
REPORT OF RESULTS Page 11
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
----------------------------·-------------------------------------------------------
14622-5
14622-6
14622-7
14622-8
14622-9
PARAMETER
Method Blank
Reporting Limit (RI .. )
Lab Control Standard Result
Lab Control Standard Duplicate Result
Spike Amount Added, LCS/LCSD
14622-5 14622-6 14622-7 14622-8 14622-9
--------------------------------------- ----------------------------------------
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
<20
l
07.25.01
07 .27.01
0725J
<0.30
1
07 .25.01
07 .. 26.01
07251
<10
l
07 .25.01
07.27.01
0725J
20
0.30
10
530
l
07.25.01
07.27.01
0725J
5.73
l
07.25.01
07.26.01
07251
518
10
07 .25.01
07.27.01
0725J
STL Savannah is a part of Severn Trent l.aboratories, Inc.
526
l
07.25.01
07.27.01
0725J
5.52
l
07. 25.01
07.26.01
07251
523
10
07 .25.01
07.27.01
0725J
500
5.00
500
I
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I
5102 LaRoche Avenue • Savannah, GA 31404 • Te!: 912 354 7858 • Fax: [phone] • www.stl-inc.com
Mr. Eric Hetrick
Applied Earth Science::;
814 Davidson Drive
Concord, NC 28025
SEVERN
TRENT
STL Savannah
LOG NO, Sl-14622
Received: 21 JUL 01
Reported, 30 JUL 01
Project: Macon Dockery/1900000101»
Sampled By, Client
Code, 104610731
REPORT OF RESULTS Page 12
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
------------------------------------------------------------------------------------
Method Blank
Reporting Limit (RL)
Lab Control Standard Result
14622-5
14622-6
14622-7
14622-8
14622-9
Lab Control Standa~d Duplicate Result
Spike Amount Added, LCS/LCSD
PARAMETER
Suspended Solids (160.2), mg/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
14622-5 14622-6
--------------------
<5.0 5.0
1
07 .26.01
07 .27.01
0726A
14622-7 14622-8 14622-9
------------------------------
101 98 100
1 1
07.26.01 07.26.01
07.27.01 07.27.01
0726A 0716B
-------------------------------------------------------------------------------
STL Savannah is a part of Severn Trent laboratories, Inc.
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a
I
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: 81-14622
Received: 21 JUL 01
Reported: 30 JUL 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 104610731
Page 13
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
-----------------------------------------------------------------------------------
14622-10 LCS/LCSD % Recovery
14622-11 LCS Accuracy Control Limit (%R)
-----------------------------------------------------------------------------------
PARAMETER 14622-10 14622-11
----------------------------------------------------------- --------------------
Purgeable Aromatics (8021)
Acetone, ug/1
Benzene, ug/1
Toluene, ug/1
Surrogate -a,a,a-Trifluorotoluene
Dilution Factor
Analysis Date
Batch ID
Purgeable Halocarbons (8021)
1,1-Dichloroethene, ug/1
Trichloroethene, ug/1
Surrogate -Bromochloromethane
Dilution Factor
Analysis Date
Batch ID
Barium (6010)
Barium, %
Dilution Factor
Prep Date
Analysis Date
Batch ID
98/98 %
105/105 %
105/105 %
100/97 %
1
07.26.01
1B0726
105/100 %
100/100 %
90/86 %
1
07.26. 01
1B0726
104/103 %
1
07.25.01
07.27.01
0725J
STL Savannah is a part of Severn Trent Laboratories, Inc.
40-130 %
48-152 %
62-133 %
70-130 %
37-163 %
49-138 %
70-130 %
75-125 %
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SEVERN
'TRENT
SERVICES
5102 LaRoche Avenue • Savannah, GA 31404 • Tel: [phone] • 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-14622
Received: 21 JUL 01
Reported: 30 JUL 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code, 104610731
Page 14
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
------------------------------------------------------------------------------------
14622-10 LCS/LCSO % Recovery
14622-11 LCS Accuracy Control Limit (%R)
-----------------------------·-------------------------------
PARAMETER 14622-10 14622-11
-------------------------------------------------------------------------------
Beryllium ( 6010 I
Beryllium, % 102/102 % 75-125 %
Dilution Factor 1
Prep Date 07.25.01
Analysis Date 07. 27.01
Batch ID 0725J
Chromium ( 6010 I
Chromium, % 105/105 % 75-125 %
Dilution Factor 1
Prep Date 07.25.01
Analysis Date 07 .27.01
Batch ID 0725J
Manganese I 6010 I
Manganese, % 106/106 % 75-125 %
Dilution Factor 1
Prep Date 07. 25.01·
Analysis Date 07. 27.01
Batch ID 0725J
--------------------------------------- ----------------------------------------
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
TRENT,
STL Savannah
LOG NO, Sl-14622
Received: 21 JUL 01
Reported, 30 JUL 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code, 104610731
REPORT OF RESULTS Page 15
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
-----------------------------------------------------------------------------------
14622-10 LCS/LCSD % Recovery
14622-11 LCS Accuracy Control Limit (%R)
-----------------------------·------------------------------------------------------
PARAMETER 14622-10 14622-11
-------------------------------------------------------------------------------
Nickel (6010)
Nickel, %
Dilution Factor
Prep Date
Analysis Date
Batch ID
Lead (7421)
Lead, %
Dilution Factor
Prep Date
Analysis Date
Batch ID
Vanadium (6010)
Vanadium, %
Dilution Factor
Prep Date
Analysis Date
Batch ID
107/107 %
1
07,25,01
07,27,01
0725J
100/100 %
1
07,25,01
07,26,01
0725I
104/103 %
1
07,25,01
07,27,01
0725J
------------------------------------------------- ----------
STL Savannah is a part of Severn Trent Laboratories, Inc.
75-125 %
80-120 %
75-125 %
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I
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I
SEVERN
TRENT
SERVICES
5102 LaRoche Avenue • Savannah, GA 31404 • Tel: [phone] • Fax: [phone] • www.sU~nc.com STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO, Sl-14622
Received: 21 JUL 01
Reported, 30 JUL 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code, 104610731
Page 16
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
-----------------------------------------------------------------------------------
14622-10 LCS/LCSD % Recovery
14622-11 LCS Accuracy Control Limit (%R)
-----------------------------------------------------------------------------------
PARAMETER 14622-10 14622-11
-------------------------------------------------------------------------------
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
Dilution Factor
Prep Date
Analysis Date
Batch ID
106/105 %
1
07.25.01
07.27.01
0725J
115/110 %
1
07.25.01
07.26.01
07251
104/105 %
10
07.25.01
07.27.01
0725J
101/98 %
1
07.26.01
07.27.01
0726A
STL Savannah is il part of Severn Trent Laboratories, Inc.
75-125 %
80-120 %
80-120 %
80-120 %
I
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I
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I
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I
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I
I
B
I
I
SEVERN
TRENT
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, 81-14622
Received: 21 JUL 01
Reported, 30 JUL 01
Project: Macon Dockery/1900000101»
Sampled By, Client
Code, 104610731
Page 17
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
-----------------------------------------------------------------------------------
14622-12 MS% Recovery (UM EFFLUENT)
14622-13 MSD % Recovery (UM EFFLUENT)
-----------------------------------------------------------------------------------
PARAMETER 14622-12 14622-13
--------------------------------------- -------------------- --------------------
Purgeable Aromatics I 00211
Acetone, ug/1
Benzene, ug/1
Toluene, ug/1
Surrogate -a,a,a-Trifluorotoluene
Dilution Factor
Analysis Date
Batch ID
Purgeable Halocarbons (8021)
1,1-Dichloroethene, ug/1
Trichloroethene, ug/1
Surrogate -Bromochloromethane
Dilution Factor
Analysis Date
Batch ID
Barium (6010)
Barium, %'
Dilution Factor
Prep Date
Analysis Date
Batch ID
95 %
105 %
105 %
97 %
l
07 .27.01
180726
105 %
100 %
88 %
1
07 .27.01
180726
104 %
1
07.25.01
07.27.01
0725J
92 %
100 %
100 %
93 %
1
07.27.01
180726
95 %
95 %
85 %
1
07.27.01
1B0726
105 %
1
07.25.01
07.27.01
0725J
----------------------------------------------------------- --------------------
STL Sc1vannal1 is a part of Severn Trent Laboratories, Inc.
I
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SEVERN
: TRENT
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-14622
Received: 21 JUL 01
Reported: 30 JUL 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 104610731
REPORT OF RESULTS Page 18
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
-----------------------------------------------------------------------------------
14622-12
14622-13
PARAMETER
MS% Recovery (UM EFFLUENT)
MSD % Recovery (UM EFFLUENT)
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
14622-12
102 %
1
07. 25.01
07.27.01
0725J
104 %
1
07.25.01
07 .27.01
0725J
106 %
1
07.25.01
07.27.01
0725J
14622-13
104 %
1
07.25.01
07.27.01
0725J
105 %
1
07.25.01
07.27.01
0725J
106 %
1
07.25.01
07.27.01
0725J
--------------------------------------- -------------------- --------------------
STL Savannah 1s 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~nc.com STL Savannah
LOG NO, 81-14622
Received: 21 JUL 01
Reported, 30 JUL 01
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
Project: Macon Dockery/1900000101»
Sampled By, Client
Code, 104610731
REPORT OF RESULTS Page 19
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
-----------------------------------------------------------------------------------
14622-12 MS% Recovery (UM EFFLUENT)
14622-13 MSD % Recovery (UM EFFLUENT)
-----------------------------------------------------------------------------------
PARAMETER 14622-12 14622-13
--------------------------------------- ----------------------------------------
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
106 %
1
07.25.01
07.27.01
0725J
97 %
1
07.25.01
07.26.01
07251
103 %
1
07.25.01
07.27.01
0725J
107 %
1
07.25.01
07.27.01
0725J
97 %
1
07 .25.01
07 .26.01
07251
104 %
1
07.25.01
07.27.01
0725J
-------------------------------------------------------------------------------
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~nc.com STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO, Sl-14622
Received: 21 JUL 01
Reported, 30 JUL 01
Project: Macon Dockery/1900000101»
Sampled By, Client
Code, 104610731
Page 20
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
-----------------------------------------------------------------------------------
14622-12 MS % Recovery (UM E:FFLUENT)
14622-13 MSD % Recovery (UM EFFLUENT)
-----------------------------------------------------------------------------------
PARAMETER 14622-12 14622-13
--------------------------------------- ----------------------------------------
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
103 %
1
07.25.01
07.27.01
0725J
ll5 %
1
07.25.01
07 .26.01
07251
104 %
10
07. 25.01
07.27.01
0725J
STL Savannah is a part of Severn Trent Laboratories, Inc
105 %
1
07.25.01
07.27.01
0725J
108 %
1
07.25.01
07 .26.01
07251
105 %
10
07.25.01
07 .27.01
0725J
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SEVERN
'TRENT
SER\'JCES
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-14622
Received: 21 JUL 01
Reported, 30 JUL 01
Project: Macon Dockery/1900000101~
Sampled By, Client
Code, 104610731
Page 21
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
14622-14 MS Accuracy Advisory Limit (%R)
PARAMETER 14622-14
Purgeable Aromatics (8021)
Acetone, ug/1
Benzene, ug/1
Toluene, ug/1
40-130
48-152
62-133
%
%
%
Surrogate -a,a,a-Trifluorotoluene 70-130 %
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, %
37-163 %
49-138 %
70-130 %
75-125 %
75-125 %
75-125 %
75-125 %
75-125 %
STL Savannah 1s a part of Severn Trent Laboratories, Inc
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SEVERN
, TRENT.
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, 81-14622
Received: 21 JUL 01
Reported, 30 JUL 01
Project: Macon Dockery/1900000101»
Sampled By: Client
Code, 104610731
Page 22
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
14622-14 MS Accuracy Advisory Limit {%R)
PARAMETER
Lead (7421)
Lead, %
Vanadium (6010)
Vanadium, %
Zinc (6010), %
Cadmium (7131)
Cadmium, %
Antimony (7041)
Antimony, %
Suspended Solids (160.2). mg/1
14622-14
80-120 %
75-125 %
75-125 %
80-120 %
80-120 %
-------------------------------------------------------------------------------
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.
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
ANALYSIS REQUEST AND CHAIN OF CUSTODY RECORD
PROJECT REFERENCE PROJECT NO. PO.NUMBER.
M V\., c..o ,<J D o oc:.€.ct... f" t ~ ci @lO'.J o \
~102 LaRoche Avenue, Savannah, GA 31404
CJ 2846 Industrial Plaza Drive. Tallahassee, FL 32301
D 414 SW 12th Avenue. Oeertield Beach, FL 33442
D 900 Lakeside Drive, Mobile, AL 36693
D 6712 Benjamin Road, Suite 100, Tampa, FL 33634
D 100 Alpha Drive, Suite 110, Destrehan, LA 70047
Phone: [phone]
Phone: [phone]
Phone: [phone]
Phone: [phone]
Phone: [phone]
Phone: (504} 764-1100
MATRIX
TYPE "' ';1 REQUIRED ANALYSES
PROJECT LOC. SAMPLER(s) NAME PHONE-7 o --1 '?9S-7 o7 '.? ,
(Slat'ft.Jc. C+<r..'1'~ MM~v\CAnJ FAX 70'-\ 7C/.5 7o7-£ /
CLIENT NAME A -fl
CLIENT ADDRESS (CITY. STATE. ZIP)
Fax: [phone]
Fax: [phone]
Fax: [phone]
Fax: [phone]
Fax: (813) 885· 7049
Fax [phone]
7-lv,O( 0 N\ F P-{=r v fz.Jt J f ✓I ' > ...A. I-Ll...__\...--'l0L..j _ _j__-\--1-----l----l-----,il"''\l:s,j_'".itit"-',<,.;·1,_J)_1Vl'\!<lzfoJ>"IL~S.1Q£;; n·!ifTl -~y.
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DATE TIME C RELINQUISHED BY: (SIGNATURE)
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DATE TIME RELINQUISHED BY: (SIGNATURE)
RECEIVED BY: (SIGNATURE) DATE TIME RECEIVED BY (SIGNATURE I DATE TIME RECEIVED BY: (SIGNATURE)
I DATE ! TIME
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! DATE j TIME
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LABORATORY USE ONLY
RECEIVED FOR LABORATORY BY: (SIGNATURE) ~Z~;jl
/ _.,/ ~ 'J_ ,Z'Z,I (
< .:.r-. I ) I/ '(}
TIME CUSTODY INTACT CUSTODY SEAL NO. SL LOG NO. LABORATORY REMARKS: ' /,./ll EP~ ms//l/5i)-/ to [;<-; ~r .6/ /L//,,77,_ OM-s:C '7~-v I
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