NCD980840409_20050615_Charles Macon Lagoon Drum_FRBCERCLA RA_Quarterly Progress and O & M Report February - April 2005-OCR

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Macon/Dockery Site
Richn1ond County, North Carolina
April 18, 2005
Ms. Giezelle S. Bennett
Remedial Project Manager
United States Environmental Protection Agency, Region IV
61 Forsyth Street, S.W.
Atlanta, Georgia 30303-3 l 04
Reply to: Technical Committee
c/o Ken Gulledge
Crown, Cork & Seal Company, Inc.
P.O. Box 887
Cheraw, SC 29520
Phone: [phone]
843-537-4382
{B) rn @ &. OJW IE ~
ln] MAY I O 2005 lW
SUPERFUNO SECT/ON
Re: Progress and O&M Report of Semi-Annual and Quarterly Activities -August l, 2004
through January 31, 2005
Macon/Dockery Site -Cordova, North Carolina
IC Project No.: 0004-00ITM
Dear Ms. Bennett:
On behalf of the Macon/Dockery Site Group (MDSG), the Progress and O&M Report of
Semi-Annual and Quarterly Activities for August l, 2004 through January 3 I, 2005 is herewith
submitted in accordance with SECTION XV -PROGRESS REPORTS of the Unilateral
Administrative Order (effective date -June 30, 1992) for the Macon/Dockery Site This report
describes activities, which occurred during the period August 1, 2004 through January 31, 2005 as
part of the Remedial Action phase of this project. Specifically, this report describes the operational
status of the groundwater remediation systems and the results of the quarterly system effluent,
sampling event conducted for the period .
PROJECT TASKS INITIATED OR COMPLETED THROUGH JANUARY 31. 2005:
• Weekly operation and maintenance of the systems;
• Quarterly effluent sampling of the remediation systems; and,
• Semi-Annual sampling of groundwater remediation system influent and groundwater.
RESULTS OF SAMPLING AND TESTING.AND OTHER DATA RECEIVED:
Laboratory results for the quarterly effluent sampling of the remediation systems are included
in Appendix A. Tables 1 through 4 summarize the etlluent analytical results for the four
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Ms. Giezelle Bennett
April 18, 2005
Page No. 2
groundwater remediation systems. The effluent concentrations for the collected groundwater
samples were below the Remediation Performance Standards.
Laboratory analytical results for the water samples collected from the system influent ports
and monitoring wells are included in Appendix A. Tables 5 through 8 summarize the influent
analytical results. Table 9 summarizes the analytical results of groundwater samples collected from
monitoring wells. Table 10 summarizes the analytical results of air samples. The following table
summarizes the remedial systems performance for the quarterly period November I, 2004, through
January 31, 2005:
Remediation Total Gallons Average Flow Mass voe Total voe Percent
System Removed For Rate For Removal For Removal Since Operational
Location Period Period Period Start-Up For Period
Upper/Lower 2,171,719Gallons, 16.75 GPM 1.02 pounds· 12.00 pounds · 60%/60%
Macon
Lower 0.0 Gallons 0GPM 0.0 pounds n-s 12.9~pounds System
Dockery Suspended
Upper 708,874Gallons . 5.46 GPM 0.68 pounds · 27.31 pounds · 97% ·
Dockery
Upper Macon 648,840 Gallons , 5.01 GPM 0. 87 pounds · 49.54 pounds · 100%
Source Area
GPM -Gallons per minute VOC -Volatile Organic Compounds
A chronological summary of the mass removal estimates is included in Table 11.
Groundwater elevations calculated from fluid levels measured during the quarterly period are
summarized in Table 12.
In a letter from the US EPA dated November I 7, 2003 (Appendix B), the MDSG was granted
permission to eliminate the analysis of purgeable aromatics from monitoring wells MW-I I, MW-13,
MW-16, MW-21, MW-23, MW-24, and MW-25. Permission was also granted to eliminate the
analysis of cadmium and lead from monitoring wells MW-2A, MW-19, MW-21, MW-23, and MW-
24 and the analysis of cadmium from monitoring wells MW-13 and MW-22.
TASKS PLANNED FOR PERIOD FEBRUARY I, 2005 THROUGH JULY 31, 2005:
• Weekly O&M of systems; and,
• Quarterly sampling of groundwater remediation system effluent in April 2005. A sampling and
analytical schedule is attached as Table 13.
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OPERATIONAL DIFFICULTIES AND DELA VS:
Ms. Giezelle Bennett
April 18, 2005
Page No. 3
A list of the operational difficulties for the most recent quarter is below. A list of events for the first
quarter of the semi-annual period was included in the quarterly report for August 1, 2004 to October
31, 2004.
• November 14, 2004 -November 20, 2004 -The Upper and Lower Macon systems were down
due to a malfunctioning effluent pump motor. The motor was replaced and the both systems
restarted on November 20, 2004.
• November 21, 2004 -November 27, 2004-The Upper and Lower Macon systems were down
due to a high level alarm in the air stripper sump. The sump floats were removed and tested
before the floats were re-installed and the systems restarted on November 27, 2004.
• December 12, 2004 -December 18, 2004 -The Upper and Lower Macon systems were down
due to a high level alarm in the air stripper sump caused by ice blocking the effluent pipe. The
effluent pipes were repaired and the systems restarted on December 18, 2004.
• January 5, 2005 -January 23, 2005 -The Upper and Lower Macon systems were down due to a
malfunctioning airstripper blower. The blower motor was replaced and the system restarted on
January 21, 2005 .
• January 24, 2005 -January 27, 2005 -The Upper Dockery system was down to a high level
alarm in the airstripper sump caused by ice in the effluent pipe. The ice was removed and the
system restarted on January 27, 2005 .
The MDSG appreciates the USEPA's cooperation with this project. If you have any questions or
comments, please feel free to contact us at [phone].
Sincerely,
L~
Steven E. Irminger, P .E.
Senior Engineer
cc: Macon/Dockery Site Group Members
Mike Profit, COM Federal Programs
David Mattison, NC Superfund Section
---- -
l.1-Dich]oro• 1.1-Dichloro-Cisitrans-1.2-Tetra-
Sample Date ethane ethene Dichlorocthene chloroethcrn.:
Location (ui:t,L) (u~1L) (uo/1 ) (ui;t!L)
UD Effluent 5/3/19:}6 <1.0 <LO <l.O <1.0
6/5/19:}6 <l.O <1.0 <l.O <1.0
7/1/1996 <1.0 <LO <l.O <1.0
8(1/1996 <l.O <LO <l.O <1.0
9/4/1996 <l.O <LO <1.0 <1.0
10/1/1996 <l.O <LO <l.O <1.0
11/7/1996 <1.0 <LO <1.0 <1.0
1215/1996 <l.O 1.5 <1.0 <LO
1/6/1997 <l.O <LO <1.0 <LO
215/1997 <l.O <LO <1.0 <1.0
3/12/1997 <l.O <1.0 <1.0 <1.0
418/1997 <LO <1.0 <l.O <LO
5/1411997 <l.O <l.O <l.O <LO
6/6/1997 <1.0 <l.O <1.0 <1.0
7/2/1997 <1.0 <LO <1.0 <LO
817/1997 <1.0 <l.O <1.0 <LO
9/5/1997 <1.0 <1.0 <1.0 <1.0
10/2Jl997 <1.0 <1.0 <l.O <1.0
11/13/1997 <1.0 <l.O <LO <1.0
12/5/1997 <1.0 <l.O <LO <1.0
1/9,11998 <1.0 <1.0 <LO <1.0
215/1998 <1.0 <1.0 <1.0 <1.0
3/5/1998 <1.0 <1.0 <1.0 <1.0
413/1998 <1.0 <1.0 <1.0 <1.0
5/7/1998 <1.0 <1.0 <1.0 <LO
615/1998 <1.0 25 <1.0 <LO
7/9/1998 <l.O <1.0 <1.0 <1.0
817/1998 <1.0 <1.0 <1.0 <LO
9/10/1998 <1.0 <1.0 <1.0 <1.0
10/211998 <1.0 <1.0 <LO <LO
I 1/4/1998 <1.0 <1.0 <1.0 <1.0
12/1/1998 <1.0 <1.0 <1.0 <1.0
1/11/1999 <1.0 <1.0 <1.0 <1.0
2/11/1999 <1.0 <1.0 <1.0 <1.0
3/5/1999 <1.0 <1.0 <1.0 <1.0
418/1999 <1.0 <1.0 <1.0 <1.0
511211999 <1.0 <1.0 <LO <l.O
6/1011999 <1.0 <1.0 <1.0 <1.0
7/8/1999 <1.0 <LO <1.0 <1.0
81511999 <1.0 <1.0 <1.0 <1.0
919/1999 <1.0 <1.0 <LO <1.0
10/1411999 <1.0 <l.O <1.0 <1.0
11/3/1999 <l.O <LO <1.0 <1.0
1213/1999 <1.0 <LO <1.0 <1.0
RPS 3500 7 70
RPS: Remediation Petformance Standard
---,., ,. ......... ,,,,,,.
TABLE 1 (Page 1 of 2)
EFFLUENT Analytical Results
UPPER DOCKERY
Macon Dockery Site
Richmond County, North Carolina
1.1.1-Trichloro-Trichloro-
ethane ethlene Toluene Tot.ii Xylenes
(u,IJ,) (u,1,) (u21L) (uo/1)
<1.0 <LO <1.0 <3.0
<1.0 <LO 3.9 <3.0
<l.O <1.0 <1.0 <3.0
<I.O <1.0 <1.0 <3.0
<LO <1.0 <l.O <3.0
<LO <1.0 <l.O <3.0
<LO <1.0 <1.0 <3.0
<1.0 <1.0 <1.0 <3.0
<1.0 <1.0 <1.0 <3.0
<1.0 <1.0 <LO <3.0
<1.0 <1.0 <1.0 <3.0
<1.0 <1.0 <1.0 <3.0
<1.0 <1.0 <1.0 <3.0
<1.0 <1.0 <1.0 <3.0
<1.0 <1.0 <1.0 <3.0
<1.0 <1.0 <1.0 <3.0
<1.0 <1.0 <1.0 <3.0
<1.0 <1.0 <1.0 <3.0
<1.0 <l.O <1.0 <3.0
<1.0 <I.0 <1.0 <3.0
<1.0 <1.0 <1.0 <3.0
<1.0 <1.0 <1.0 <3.0
<1.0 <1.0 <1.0 <3.0
<1.0 <1.0 <1.0 <3.0
<1.0 <1.0 <LO <3.0
l.5 <1.0 <1.0 <3.0
<1.0 <1.0 <1.0 <3.0
<1.0 <l.O <1.0 <3.0
<1.0 <1.0 <1.0 <3.0
<1.0 <1.0 <1.0 <3.0
<1.0 <1.0 <1.0 <3.0
<LO <1.0 <1.0 <3.0
<1.0 <1.0 <1.0 <3.0
<1.0 <l.O <1.0 <3.0
<1.0 <l.O <1.0 <3.0
<1.0 <1.0 <1.0 <3.0
<1.0 <1.0 <1.0 <3.0
<1.0 <1.0 <1.0 <3.0
<1.0 <1.0 <1.0 <3.0
<l.O <1.0 <l.O <3.0
<l.O <1.0 <1.0 <3.0
<l.O <LO <LO <3.0
<1.0 <1.0 <1.0 <3.0
<1.0 <1.0 <1.0 <3.0
200 28 l000 400
Acetone
(ug'L)
52
<10
<10
20
<JO
<JO
<JO
<JO
<10
<JO
<JO
<10
<10
<10
<10
<10
<10
<10
<10
<JO
<lO
<JO
<10
<10
<10
<10
<JO
<10
<10
<25
<10
<25
<10
<10
<25
<10
<JO
<JO
<10
<JO
<1.0
<JO
<JO
<JO
3500
Chromium Barium ~fanganesc Zinc
{ug.tL) (uwl.) (uwL) (uafT)
<10 <50 <5.0 <20
<JO <50 <5.0 <20
<JO <50 <5.0 <20 ,. 51 7 <20
<10 55 <5.0 <20
<JO <50 5.9 <20
15 59 <5.0 <20
12 5• 5.1 <20
13 5• <5.0 <20
15 61 5.9 <20
<10 69 <5.0 <20
<10 63 <5.0 <20
<10 60 7.2 <20
<10 52 <5.0 <20
<10 55 <5.0 <20
<10 <SO <5.0 <20
<10 110 5.2 <20
<10 50. I <5.0 <20
12.l 67.9 18.6 24.8
<10 <50 <5.0 <20
II <50 <5.0 <20
<JO <50 <5.0 <20
<10 <200 <15 <20
<10 <200 5.2 <20
JO <50 <5.0 <20
<JO 57 <5.0 <20
<10 51 <5.0 <20
13 53 <5.0 <20
11 58 <5.0 <20
<10 54 <10 <20
II 63 6.3 <20
14 63 40 <20
II 55 <5.0 <20
15 73 23 <20
II 62 <5.0 <20
II 5• <5.0 <20
12 57 <5.0 <20
13 66 <5.0 <20
JO 64 <5.0 <20
14 66 <5.0 <20
14 61 <5.0 <20 ,. 60 <5.0 <20
13 58 <5.0 <20
" 64 <5.0 <20
50 JOOO 50 5000
...
SW;pcnded
Lead Solids
(ugfJ,) (mg/L)
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 8
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5:0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 12
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
5.2 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
I 5
--liiiiiiiJ -----
l.1-Dichloro-1.1-Dichloro-Cis1trans-L2-Tetra-
Sample Date ethane ethene Dichloroethene chloroctl1cne
Location (Ui;?/L) (uo/1) (u1vL) (uwL)
UDEfflucnt 319/2000 <l.O 2.1 <1.0 <l.O
417/2000 <1.0 <1.0 <1.0 <LO
51912000 <1.0 <LO <1.0 <1.0
619/2000 <LO <LO <1.0 <l.O
7/7/2000 <LO <LO <1.0 <1.0
813/2000 <LO <LO <1.0 <LO
9/25/2000 <1.0 <LO <1.0 <l.O
10/12'2000 <l.O <1.0 <1.0 <1.0
1/18/2001 <l.O <1.0 <1.0 <1.0
5/3/200 I <1.0 <LO <1.0 <1.0
7/11/2001 <1.0 <1.0 <1.0 <1.0
10/18/2001 <1.0 <1.0 <1.0 <1.0
1/16/2002 <1.0 <1.0 <1.0 <LO
7/31/2002 <1.0 <1.0 <1.0 <LO
10/30/2002 <LO <1.0 <1.0 <LO
1/2812003 ;-..QT SAMPLED SYSTEM
3/14/2003 :,.;oT SA.\ll'LED SYSTEM
413/2003 <1.0 <1.0 <1.0 <LO
7/10f2003 <1.0 <1.0 <1.0 <LO
1013012003 <l.O <1.0 <1.0 <1.0
1/13/2004 <1.0 <1.0 <2.0 <1.0
415/2004 <1.0 <l.O <2.0 <1.0
6f28f2004 <1.0 <l.O <2.0 <l.O
10f2l/2004 <1.0 <I.0 <2.0 <1.0
1/27/2005 • <LO <1.0 <2.0 <LO
RPS 3500 7 70
RPS: Rc..,ncdiation Peifonnance Standard
------Jr ............
TABLE 1 (Page 2 of 2)
EFFLUENT Analytical Results
UPPER DOCKERY
Macon Dockery Site
Richmond County, North Carolina
1.1, 1-Trichloro-Trichloro-
etlune ethlene Toluene Total Xylene~
(u~L) (U!!/L) (uofl) (uglL)
<1.0 <1.0 <1.0 <3.0
<1.0 <LO <1.0 <3.0
<1.0 <1.0 <1.0 <3.0
<1.0 <J.0 <l.O <3.0
<1.0 <1.0 <l.O <3.0
<LO <LO <1.0 <3.0
<1.0 <1.0 <1.0 <3.0
<1.0 <l.O <l.O <3.0
<LO <LO <l.O <3.0
<LO <1.0 <1.0 <3.0
<1.0 <1.0 <1.0 <3.0
<1.0 <1.0 <LO <3.0
<1.0 <1.0 <LO <3.0
<1.0 <l.O <1.0 <3.0
<1.0 <1.0 <1.0 <3.0
DOWN
DOW}.'
<LO <1.0 <l.O <3.0
<1.0 <LO <1.0 <3.0
<1.0 <LO <1.0 <3.0
<1.0 <LO <1.0 <2.0
<LO <J.0 <LO <2.0
<LO <LO <l.O <2.0
<1.0 <1.0 <1.0 <2.0
<1.0 <1.0 <1.0 <3.0
200 2.8 1000 400
Acetone
(ug!L)
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<JO
<10
<10
<10
NOT
NOT
<10
<10
<10
<25
<25
<25
<25
<10
' .,500
Chromium Barium Manganese Zinc
(ugiL) (mz!L) (u•") (ll"/1)
14 74 9.3 <20
<10 160 8.0 <20
14 69 <5.0 <20
<IO 79 <5.0 <20
<10 95 10 <20
<10 78 <5.0 <20
<10 85 <5.0 <20
<10 84 <5.0 <20
<10 100 6.3 <20
14 80 S.7 <20
27 79 43.0 27
14 74 5.4 <20
18 130 120 35
<10 ss S.6 <20
<10 99 7.3 <20
SAMPLED SYSTE}.-f DOWN
SAMPLED SYSTE1·1 IX)\\~
<10 83 5.1 <20
<10 96 19 <20
<10 55 <5.0 <20
11 71 15 24
12 68 <5.0 <20
<10 54 <5.0 <20
<10 85 <5.0 <20
<10 72 • <5.0 <20
50 1000 so 5000
...
Suspended
Lead Solids
(ugfl,) (mg/L)
<3.0 <5.0
<J.O <5.0
<3.0 <5.0
<3.0 <S.O
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 8.0
<3.0 <5.0
5 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 14.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
15
-- -... --
Ch\oro-1.1-Dichloro-l_ 1-Dichlonr Cisitr,:ms-1.2-Methylene
Sample Date form ethane cthcne Dichloroethene chloride
Location (ui;t/L) (uglL) (ug/L) (ugtL) (ugiL)
LO Effluent 2/15/1996 <1.0 <1.0 <LO <l.O <2.0
2/16/1996 <LO <1.0 <LO <1.0 <2.0
212211996 <LO <1.0 <LO <1.0 <2.0
2/28/1996 <LO <1.0 <LO <1.0 <2.0
3/8/19% <LO <1.0 <LO <1.0 <2.0
413/19% <LO <1.0 <1.0 <LO <2.0
5/3/19% <1.0 <1.0 <1.0 <1.0 <2.0
8/1/1996 <l.O <l.O <1.0 <1.0 <2.0
9/4/1996 <l.O <1.0 <1.0 <1.0 <2.0
10/1/1996 <1.0 <1.0 <1.0 <l.O <2.0
I 1/7/1996 <1.0 <1.0 <LO <1.0 <2.0
12/5/1996 <1.0 <1.0 <LO <1.0 <2.0
1/611997 <1.0 <l.O <LO <l.O <2.0
3/12/1997 <1.0 <1.0 <LO <1.0 <2.0
41811997 <LO <1.0 <l.O <l.O <2.0
5/1411997 <LO <l.O <1.0 <LO <2.0
61611997 <LO <1.0 <1.0 <LO <2.0
7f2Jl997 <1.0 <1.0 <LO <1.0 <2.0
8/7/1997 <LO <1.0 <1.0 <l.O <2.0
9/5/1997 <LO <1.0 <1.0 <1.0 <2.0
10f2Jl997 <1.0 <1.0 <1.0 <LO <2.0
11/13/1997 <1.0 <LO <1.0 <LO <2.0
12/5/1997 <l.O <1.0 <1.0 <1.0 <2.0
l/9/1998 <1.0 <LO <1.0 <1.0 <2.0
215/1998 <1.0 <1.0 <1.0 <1.0 <2.0
3/5/1998 <1.0 17 3.2 <1.0 <2.0
4/3/1998 <1.0 <1.0 <LO <1.0 <2.0
517/1998 <1.0 <1.0 <1.0 <1.0 <2.0
61511998 <1.0 <1.0 <LO <1.0 <2.0
7/9/1998 <LO <l.O <1.0 <1.0 <2.0
817/1998 <1.0 <I.0 <LO <1.0 <2.0
9/10/1998 <l.O <1.0 <LO <1.0 <2.0
1012/1998 <1.0 <1.0 <LO <l.O <2.0
I 1/4/1998 <1.0 <1.0 <1.0 <1.0 <2.0
12/1/1998 <1.0 <l.O <1.0 <1.0 <2.0
1/11/1999 <1.0 <1.0 <1.0 <1.0 <2.0
•2111199 <LO <1.0 <1.0 <LO <2.0
315/1999 <LO <1.0 <l.O <LO <5.0
418/1999 <LO <l.O <l.0 <1.0 <2.0
5/12/1999 <1.0 <1.0 <1.0 <1.0 <2.0
6/10/1999 <l.O <1.0 <J.0 <1.0 <2.0
7/8/1999 <1.0 <1.0 <l.O <1.0 <2.0
815/1999 <1.0 <1.0 <1.0 <LO <2.0
9/9/1999 <1.0 <1.0 <1.0 <1.0 <2.0
J0/14/1999 <1.0 <1.0 <l.O <1.0 <2.0
11/2/1999 <1.0 2.5 <1.0 <1.0 <2.0
12/3/1999 <LO 2.8 <1.0 <1.0 <2.0
RPS. 3500 7 70
RPS: Remediation Perfonnance Standard ,_____
,=1.:r ............. ...
TABLE 2 (Page I of 2)
EFFLUENT Analytical Results
LOWER DOCKERY
~!aeon Docket} Site
Richmond County, North Carolina
LLI-Trichloro Trichloro-
ethane ethene Benzene Toluene
(mt'L) (uglL) (ugl,) (u,n.1
<1.0 <1.0 <LO <1.0
<1.0 <1.0 <LO <LO
<1.0 <1.0 <1.0 <l.O
<l.O <1.0 <1.0 <1.0
<l.O <1.0 <1.0 <1.0
<l.O <l.O <l.O <l.O
<1.0 <l.O <l.O <1.0
<1.0 <l.O <l.O <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <l.O <l.O <l.O
<LO <l.O <LO 3.4
<LO <1.0 <1.0 <LO
<1.0 <l.O <LO <1.0
<LO <1.0 <LO <LO
<LO <1.0 <1.0 <LO
<1.0 <1.0 <1.0 <LO
<1.0 <1.0 <LO <LO
<1.0 <1.0 <1.0 <1.0
<1.0 <LO <1.0 <1.0
<1.0 <LO <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <l.O <l.O <1.0
<1.0 <l.O <1.0 <l.O
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
5.5 <I.0 <1.0 <l.O
<LO <l.O <1.0 <LO
<l.O <l.O <LO <1.0
<1.0 <1.0 <LO <LO
<1.0 <1.0 <l.O <1.0
<l.O <1.0 <LO <1.0
<l.O <1.0 <1.0 <1.0
<l.O <l.O <1.0 <1.0
<l.O <1.0 <LO <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <l.O <1.0 <1.0
<LO <1.0 <1.0 <LO
<LO <l.O <1.0 <LO
<1.0 <l.O <1.0 <1.0
<1.0 <l.O <l.O <1.0
<1.0 <1.0 <1.0 <1.0
<l.O <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <LO
L2 <1.0 <1.0 <l.O
2.8 1000
Total
Xylenes Chromium
(ug/L) (uglL)
<3.0 <!O
<3.0 <IO
<3.0 <10
<3.0 <10
<3.0 <IO
<3.0 <IO
<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
<3.0 <10
<3.0 <10
<3.0 <10
<3.0 <10
<3.0 <10
<3.0 <10
<3.0 <IO
<3.0 <IO
<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
<3.0 <10
<3.0 <10
<3.0 <IO
<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
<3.0 <10
<3.0 <10
<3.0 <10
400 50
Barium Manganese Zinc Cadmiwn
(ugn,) (uo:11,J (u~") (ug/L)
<50 <5.0 <20 <0.30
<50 <5.0 <20 <0.30
<50 <5.0 <20 <0.30
<50 <5.0 <20 <0.30
<50 <5.0 <20 <0.30
<50 <5.0 <20 <0.30
<50 <5.0 <20 <0.30
<50 14 <20 <0.30
<50 13 <20 0.56
<50 11 <20 <0.30
<50 <5.0 <20 <0.30
<50 35 <20 <0.30
<50 6 <20 <0.30
70 <5.0 <20 <0.30
<50 <5.0 <20 <0.30
<50 <5.0 <20 <0.30
<50 <5.0 <20 <0.30
<50 <5.0 <20 <0.30
<50 <5.0 <20 <0.30
<50 <5.0 <20 <0.30
<50 <5.0 <20 <0.30
<50 <5.0 <20 <I
<50 160 <20 <0.30
<50 34 <20 <0.30
<50 250 <20 <0.30
<200 85 <20 <0.30
<200 39 <20 <0.30
<50 17 <20 <0.30
<50 6.3 <20 <0.30
<SO <5.0 <20 <0.30
<50 <5.0 <20 <0.30
<50 <5.0 <20 <0.30
17 140 <20 <0.30
<50 10 <20 <0.30
<50 <5.0 <20 <0.30
<50 5.2 <20 <0.30
<50 15 <20 <0.30
<50 <5.0 <20 <0.30
<50 <5.0 <20 <0.30
<50 <5.0 <20 52
<50 <5.0 <20 <0.30
<50 <5.0 <20 <0.30
<50 5.0 <20 <0.30
72 520 31 <0.30
93 470 38 <0.30
<50 11 <20 <0.30
<50 110 <20 <0.30
1000 50 5000
Suspended
Solids
(mg/L)
<5.0
<5.0
5
<5.0
<5.0
<5.0
<S.O
<5.0
<5.0
<5.0
<5.0
19
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
58
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<S.O
<5.0
9.5
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
Sample
Location
LO Effluent
RPS:
RPS:
fl
----------------rll' ...... .,. ...
TABLE 2 (Page 2 of 2)
EFFLUENT Analytical Results
LOWER DOCKERY
Macon Dockery Site
Richmond County North Carolina ,.
Chloro-1.1-Dichloro-Ll-Dichloro--Ci~trarn-1.2-:-.fcthylene 1.1, 1-Trichlorc Trichloro-Total
Date fonn ethane cthene Dichloroethene chloride ethane cthcne Benzene Toluene Xylcnes Chromium Barium I\ ianganesc Zinc
(uiill) (uglL) (ugll.) (ug,L) (ug.tL) (ug/L) (u"n ) (ue/Ll (u•n) (ug.1,) (ug/L) (ug'L) (uofl,) (ugiL)
2/25/2000 <LO 6.2 <1.0 <1.0 <2.0 2.6 <1.0 <l.O <1.0 <•.o I <IO <50 320 <20
3/9/2000 <LO <1.0 <1.0 <LO <2.0 <l.O <1.0 <J.0 <1.0 <3.0 <10 <50 53 <20
417/2000 •• System Down Not Sampled •• ••• System Doan Not Sampled
5/9/2000 <1.0 <l.(l <1.0 <LO <2.0 <1.0 <1.0 <I.0 <LO <3.0 <10 <50 180 <20
619/2000 <1.0 <l.O <1.0 <1.0 <2.0 <1.0 <1.0 <LO <1.0 <3.0 <10 <50 <5.0 <20
7t7f2000 <1.0 <1.0 <1.0 <1.0 <2.0 <1.0 <LO <I.0 <LO <3.0 <10 <50 JOO <20
8/3/2000 <LO <1.0 <1.0 <1.0 <2.0 <1.0 <LO <1.0 <l.O <3.0 <10 <50 <5.0 <20
9/25/2000 <1.0 <l.O <LO <1.0 <2.0 <1.0 <1.0 <1.0 <1.0 <3.0 <10 <50 <5.0 97
J0/12/2000 <1.0 <1.0 <LO <1.0 <2.0 <1.0 <1.0 <1.0 <1.0 <3.0 <10 <50 <5.0 97
1/18/2001 •• System Do'""n Not Sampled •• • •• System Down Not Sampled
4/24t.200l <1.0 I <1.0 I <1.0 I <1.0 I <2.0 I <1.0 <l.O I <1.0 I <l.O I <3.0 I <JO I <50 I <5.0 I <20
5/11/2001 <l.O <l.O <1.0 <1.0 <2.0 <1.0 <l.O <l.O <l.O <3.0 <JO <50 <5.0 <20
7/11/2001 .. System Do'""n Not Sampled •• ••• System 0mm Xot Sampled
10/18/2001 <1.0 <l.O <1.0 <l.O <2.0 <1.0 <l.O <1.0 <LO <3.0 <10 <50 <5.0 <20
1/16/2002 System f)o'""n Not Sampled System Doan Nol Sampled
7/31/2002 System Down :-.;'ot Sampled System Down Not Sampled
10/3012002 <l.O <l.O <l.O <I.0 <2.0 <LO <1.0 <LO <l.O <3.0 <IO <50 58 <20
1/28/2003 System Do""n Not Sampled System l)o"n Nol Sampled
3/14/2003 <LO <l.O <l.O <I.0 <2.0 <1.0 <1.0 <1.0 <1.0 <2.0 <10 <50 <5.0 <20
4/3/2003 <1.0 <l.O <l.O <1.0 <2.0 <1.0 <1.0 <1.0 <1.0 <3.0 <10 <50 <5.0 <20
7/10/2003 <LO <l.O <1.0 <l.O <1.0 <1.0 <1.0 <1.0 <1.0 <3.0 <10 <50 <5.0 <20
10/30/2003 <LO <J.0 <LO <l.O <1.0 <l.0 <l.O <l.O <l.O ~.O <10 <50 <5.0 <20
1/13/2004 <l.O <J.0 <LO <2.0 <5.0 <1.0 <l.O <I.0 <l.O <20 <10 <50 <5.0 <20
4/5/2004 System Suspended Not Sampled System Su~pmded Not Sampled
I ii l 3500 7 70 5 200 2.8 I 1000 400 50 IDOO 50 5000
Remed lion Perfonnance Standard
'
...
Suspended
Cadmium Solids
(ug/L) (mgtL)
<0.30 <5.0
<0.30 <5.0 •••
<0.30 <5.0
<0.30 <5.0
<0.30 <5.0
<0.30 <S.O
<0.30 <S.O
<0.30 <S.O
•••
I <0.30 I <5.0
<0.30 <S.0
• ••
<0.30 <5.0
<0.30 <5.0
<0.30 <5.0
<0.30 <5.0
<0.30 <5.0
<0.30 <5.0
<0.30 10
5
----
Sample
Location
U1vlSA Eflluen1
SPS
RPS:
NA:
,______..
Cb.loro-I, 1-Dichloro-
Date fonn ethane
(ug/L) (uglL)
2/17/1996 <1.0 <l.O
2/2211996 <1.0 <\.0
2/28/1996 <LO <l.O
318/1996 <1.0 <1.0
4/3/1996 <1.0 <1.0
5/3/1996 <1.0 <J.0
61511996 <1.0 <J.0
7/1/1996 <1.0 <1.0
713011996 <1.0 <1.0
9/4/1996 <1.0 <1.0
10/1/1996 <1.0 <1.0
11/7/1996 <1.0 <1.0
12/5/1996 <1.0 <1.0
1/6/1997 <1.0 <1.0
21411997 <1.0 <1.0
3/12/1997 <LO <1.0
418/1997 <1.0 <1.0
5/12/1997 <1.0 <1.0
6/6/1997 <1.0 <LO
7/2/1()97 <1.0 <LO
8/7/1 ()97 <l.O <1.0
9/5/1()97 <l.O <1.0
1012/1997 <1.0 <1.0
11/13/!997 <1.0 <l.0
12/5/l997 <1.0 <J.0
l/9/1998 <1.0 <1.0
21511998 <LO <1.0
3/511998 <1.0 <l.(J
4/3/1998 <l.0 <1.0
517/1998 <1.0 <1.0
6/5/1998 <1.0 <1.0
7/9/1998 <1.0 <1.0
817/1998 <1.0 <1.0
9/10/1998 <LO <1.0
10/2/1998 <LO <1.0
I 1/4/J998 <1.0 <1.0
12/1/1998 <1.0 <1.0
1111/1999 <1.0 <1.0
2/11/1999 <1.0 <1.0
3/5/1999 <1.0 <J.0
418/1999 <1.0 <J.0
5/13/1999 <1.0 <1.0
6/l0/1999 <l.0 <JO
7/8/1999 <1.0 <l.0
815/lm <l.0 <I 0
9/9/1999 <l.O <I 0
10/1411999 <LO <1.0
11/211999 <LO <1.0
12/3/1999 <1.0 <1.0
3500
~ PerfomllllCe Standard
Not Analyzed
--
1, -Dich!oro-
ethene
(ug1L)
<1.0
<LO
<1.0
<1.0
<I 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
<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
<IO
<1.0
<1.0
<1.0
<1.0
<10
<I 0
<1.0
7
--------,I/' ... ,II/' .. .,. .,. ... ...
Cis/trans-1,2-Tetrachloro-
Dichlorocthene ethene
(ug1L) Cu,JL)
<LO <1.0
<1.0 <1.0
<!.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <LO
<1.0 <1.0
<LO <1.0
<::!.O <::I.O
<1.0 <::!.O
<1.0 <1.0
<:LO <1.0
<LO <LO
<l.O <LO
<1.0 <i.O
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <LO
<1.0 <1.0
<1.0 <1.0
<1.0 <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 <10
<1.0 <J.0
<I 0 <1.0
<1.0 <LO
<1.0 <1.0
<JO <1.0
70
TABLE 3 (Page 1 of 2)
EFFLUENT Analytical Results
UPPER MACON SOURCE AREA
Macon Dockery Site
Richmond County, Nroth Carolina
I, 1, 1-Trichloro-Trichloro-Vinyl
'""'" cthcne chloride Benzene
(no1L) c,,,n' (ug/L) (u,i/L)
<LO <1.0 <1.0 <LO
<1.0 <LO <1.0 <1.0
<l.O <1.0 <1.0 <1.0
<1.0 <l.0 <10 <i.O
<1.0 <l.0 .<l.0 <1.0
<1.0 <1.0 <l.0 <I 0
<1.0 <1.0 <1.0 <l.O
<1.0 <1.0 <1.0 <1.0
<l.O <1.0 <l.0 <1.0
<LO <1.0 <1.0 <1.0
<LO <1.0 <10 <1.0
<1.0 <l.O <I 0 <1.0
<:LO <::1.0 <IO <::J.O
<::l.O <::1.0 <1.0 <:LO
<l.O <LO <1.0 <1.0
<l.O <1.0 <l.O <l.O
<LO <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <LO <1.0 <1.0
<1.0 <l.0 <1.0 <LO
<LO <1.0 <1.0 <1.0
<LO <1.0 <1.0 <LO
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<IO <1.0 <1.0 <1.0
<l.O <1.0 <1.0 <I 0
<1.0 <1.0 <1.0 <LO
<1.0 <l.O <10 <1.0
<LO <l.O <1.0 <1.0
<LO <LO <1.0 <1.0
<1.0 <1.0 <LO <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 <1.0 <1.0 <LO
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <LO
<1.0 <1.0 <1.0 <l.O
<l.O <1.0 <1.0 <l.O
<LO <1.0 <1.0 <l.O
<1.0 <1.0 <I 0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <l.O <l.0 <1.0
<1.0 <1.0 <1.0 <J.0
<1.0 <1.0 <1.0 <JO
<1.0 <1.0 <I 0 <LO
<1.0 <1.0 <IO <1.0
<1.0 <1.0 <I 0 <1.0
200 2.8
Toluene Chromium
(u,z'L) (ug/L)
<LO <JO
<1.0 <JO
<1.0 <IO
<LO <10
<1.0 <10
<1.0 <JO
2.9 <10
<1.0 12
<1.0 <10
<1.0 II
<1.0 <10
<1.0 <10
<1.0 <10
<1.0 <10
<l.O <10
<1.0 <JO
<1.0 <IO
<1.0 12
<1.0 <JO
<l.O <IO
<1.0 II
<LO <IO
<1.0 <IO
<1.0 <IO
<1.0 <10
<l.O <IO
<LO <IO
<1.0 II
<l.O <10
<1.0 <10
<1.0 <10
<1.0 <10
<1.0 <10
<1.0 <IO
<1.0 <JO
<l.O 10
<l.O <IO
<1.0 <IO
<1.0 <IO
<1.0 <10
<1.0 <10
<1.0 <IO
<1.0 <JO
<1.0 <JO
<1.0 <10
<1.0 <10
<1.0 <10
<1.0 <10
<1.0 <10
]000 ,o
D.-.rium Mru,g,u,es, Zinc Cadmium Lead Merclll)'
(ug'L) (,,,n ) (••") (ui.1/L) (ug'L) (ug/L)
120 120 <20 <0.30 <3.0 <.2
120 70 <20 <0.30 <3.0 <.2
130 51 <20 <0.30 <3.0 <"
120 37 <20 <0.30 <3.0 <.2
IIO 27 <20 <0.30 <3.0 <"
120 26 <20 <0.30 <3.0 <.2
130 22 <20 <0.30 <3.0 <'
110 14 <20 <0.30 <3.0 NA
200 110 41 <0.30 9.2 NA
170 68 26 <0.30 66 NA
130 13 <20 047 <3.0 :--:A
140 13 <20 <0.30 <3.0 NA
170 17 <20 <::0.30 <3.0 <0.20
200 46 25 <030 3.5 NA
160 29 <20 <0.30 <3.0 NA
130 30 <20 <0.30 <3.0 NA
200 30 <20 <0.30 <3.0 NA
210 " 35 <0.30 <3.0 NA
240 74 <20 <0.30 <3.0 NA
180 41 <20 <O 30 <3.0 NA
230 250 40 <0.30 4.8 NA
130 27 <20 <0.30 <3.0 NA
185 31.5 <20 <0.30 <3.0 NA
129 84.2 <20 <I <3.0 NA
150 160 26 <0.30 6.5 NA
180 33 <20 <0.30 <3.0 NA
200 20 <20 <0.30 <3.0 NA
210 160 25 <0.30 41 NA
<200 64 <20 <0.30 <3,0 NA
210 310 29 <0.30 5 NA
160 46 <20 <0.30 <3.0 NA
240 110 <20 <0.30 <3.0 NA
190 37 <20 <0.30 <3.0 NA
200 56 <20 <O 30 <3.0 NA
190 I 10 <20 <O 30 <3.0 NA
220 450 48 <0.30 4.6 NA
160 68 <20 <0.30 <3.0 NA
150 120 <20 <0.30 <3.0 NA
230 120 22 <0.30 <3.0 NA
180 100 25 <0.30 <3.0 NA
170 72 <20 <0.30 <3.0 NA
170 66 <20 36 <3.0 NA
180 100 <20 <0.30 <3.0 NA
170 160 <20 <O 30 3.3 NA
140 13 <20 <0.30 8.7 NA
150 340 24 <0.30 <3.0 NA
200 37 <20 <0.30 <3.0 NA
180 13 <20 <0.30 <3.0 NA
180 18 <20 <0.30 <3.0 NA
]()()(} 50 5000 5 LI
Suspended
Solids
(mnl],)
<5 0
<5 0
<5.0
<5.0
5
<5.0
6
<5.0
23
16
24
26
5
120
8
<5.0
7
100
<5.0
<5.0
NA
22
II
' <5.0
<5.0
6
<5 0
<5.0
13
<5.0
<5.0
<5.0
33
12
180
<5.0
<5.0
<5.0
<5.0
<5.0
8.5
<5 0
<5.0
<5.0
<5.0
<5 0
<5.0
<5.0
Sample
Location
RPS
RPS
NA:
----- -
Chloro. L 1-Dich!nro-I, -Dichloro-
Oak form ethane ethene
("on) (ugll) (ug'L)
2116/200) <1.0 <1.0 <1.0
3/9/2000 <1.0 <1.0 16
417/2000 <1.0 <1.0 <LO
5/8/2000 <1.0 <1.0 <1.0
6/9/2000 <1.0 <1.0 <1.0
717/2000 <1.0 <l.O 9.9
8/2/2000 <l.O <1.0 <LO
9/25/2000 <l.O <1.0 <LO
10/1212000 <1.0 <1.0 <1.0
1/1812001 <1.0 <1.0 <1.0
513/2001 <1.0 <1.0 <l.O
7/11/2001 <1.0 <1.0 <l.O
10/1812001 <1.0 <J.0 <1.0
1212812001 <LO <1.0 <!.O
1/15/2002 <LO <1.0 <1.0
7/30/2002 <1.0 <1.0 <l.O
10/3012002 <1.0 <1.0 <l.O
1/28/2003 NOT SA.\-fPLED
311412003 <1.0 <1.0 <1.0
4/3/2003 <l.0 <1.0 <1.0
7/10/2003 <1.0 <1.0 <1.0
]0/3012003 <1.0 <1.0 <1.0
1/13/2004 <l.O <1.0 <1.0
4/5/2004 <l.O <1.0 <1.0
6128/2004 <l.O <1.0 <1.0
10/21/2004 <l.O <J.0 <1.0
1/27/2005 , <l.O <I 0 <1.0
:boo 7
Remedilllion Perf=ance Standard
Not Analyzed
----------...........
Cis.-tn,o»-L2-Tetrachloro-
Dichlorocthene ethene
(ug/L) (ug!L)
<l.O <1.0
<l.O LO
<l.0 <l.O
<l.O <IO
<1.0 <I 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
<10 <1.0
<1.0 <LO
<1.0 <LO
<1.0 <I 0
<l.O <1.0
<LO <I 0
SYSTEM DOWN
<l.O <l.O
<1.0 <LO
<1.0 <1.0
<1.0 <1.0
<2.0 <1.0
<2.0 <1.0
<2.0 <1.0
<2.0 <1.0
<2.0 <1.0
70
TABLE 3 (Page 2 of 2)
EFFLUENT Analytical Results
UPPER MACON SOURCE AREA
Macon Dockery Site
Richmond County, Nroth Carolina
I
1,1,l-Trichloro-Trichloro-Vinyl
eth11ne ethene chloride Benzene
(=IL) (=nJ (ug/L) (u,'L)
<LO <1.0 <l.0 <1.0
2.6 <1.0 <l.0 <1.0
<1.0 <1.0 <l.0 <1.0
<1.0 <1.0 <1.0 <I 0
<1.0 <1.0 <1.0 <1.0
14 <1.0 <1.0 <1.0
<1.0 <l.O <1.0 <LO
<1.0 <l.O <1.0 <LO
<1.0 <l.O <1.0 <1.0
<1.0 <l.O <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 <1.0
<l.O <1.0 <1.0 <1.0
<LO <1.0 <LO <!.O
<LO <l.0 <1.0 <l.O
<l.O <LO <l.0 <l.O
NOT
<1.0 <l.O <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <l.O <10 <1.0
<1.0 <l.O <1.0 <1.0
<1.0 <l.O <1.0 <1.0
<LO <LO <1.0 <1.0
<10 <1.0 <l.O <LO
<10 <LO <LO <LO
<1.0 <1.0 <LO <LO
200 2.8
Toluene Chromium Barium 1fangancse Zinc
(ug.'L) (ug'L) (ug.'L) (=") (""1-
<1.0 <](I 240 300 40
<1.0 <10 230 47 <20
<1.0 <JO 210 40 <20
<1.0 <10 410 54 <20
<1.0 <10 180 61 <20
<LO <10 220 250 32
<l.O <10 190 80 <20
<1.0 <10 280 83 <20
<l.O 14 180 84 <2[
<l.O <10 200 36 <2(
<1.0 28 440 350 29
<1.0 15 360 110 <2(
<I 0 60 450 900 47
<I 0 II 360 110 <2(
<LO <10 360 35 <2(
<LO 21 370 130 <2(
<1.0 20 370 98 <2(
S,-\.,\1PLED SYSTEM DOWN
<1.0 17 410 240 43
<1.0 II 350 44 <2(
<1.0 <10 370 71 <2(
<1.0 <10 360 170 12(
<LO 76 400 1800 21(
<LO <10 230 64 <2,
<1.0 <10 160 6.2 <21
<1.0 <10 180 18 <21
<1.0 <10 170• 8.5 • <2,
1000 ,o 1000 ,o soc
... ...
---------------.. ,.. .. .,..,. ..
Chloro-1,1-Dichloro-1,1-Dichloro-
Sample Date form ethane ethene
Location (ug/L) ("JefL) ("o!I,)
VIL Effiucnt 2/24/\996 <l.0 <J.() <1.0
2/25/1996 <l.O <1.0 <1.0
2/28/1996 <1.0 <l.0 <l.O
31811996 <l.O <1.0 <LO
3116/1996 <LO <LO <1.0
413/1996 <1.0 18 <LO
51311996 <1 0 <1.0 <LO
61511996 <I 0 <l.O <LO
71111996 <l.O <1.0 <LO
7/3011996 <1.0 <1.0 <1.0
9/411996 <1 0 <1.0 <1.0
\011/1996 <1.0 <l.O <1.0
\11711996 <1.0 <l.O <1.0
]215/1996 <l.0 <l.O <l.O
)/6/1997 <1.0 <l.O <1.0
2/411997 <l.O <1.0 <1.0
3/12/1997 <LO <1.0 <1.0
418/1997 <1.0 <l.O <1.0
5/12/1997 <1.0 <1.0 <1.0
61611991 <1.0 <1.0 <1.0
112/1997 <l.O 2.4 <1.0
7/25/1997 NA NA NA
817/1997 <l.O <1.0 <LO
91511997 <1.0 <1.0 <1.0
]0/2/1997 <1.0 <1.0 <1.0
11/13/1997 <1.0 <l.O <l.O
]215/1997 <l.O <l.O <1.0
l/9/19'J8 <1.0 <l.O <1.0
215/1998 <LO <10 <1.0
3/5/1998 <1.0 <J.0 <1.0
413/1998 <1.0 <J.0 <LO
5/7/1998 <1.0 <1.0 <LO
6/5/1998 <1.0 <1.0 <1.0
7/9.11998 <1.0 <1.0 <LO
81711998 <1.0 <1.0 <1.0
9/10/1998 <1.0 <1.0 <1.0
10/2/1998 <l.0 <1.0 <1.0
l 1/4.11998 <1.0 <1.0 <1.0
12/111998 <1.0 <1.0 <1.0
]/1111999 <1.0 <1.0 <1.0
2/J 1/1999 <1.0 <1.0 <1.0
31511999 <1.0 <1.0 <1.0
418/1999 <10 <1.0 <1.0
511311999 <1 0 <1.0 <1.0
6/10/1999 <1.0 <1.0 <1.0
RPS: 3500
RPS: Remediauon Performance Sundard
NA: Not Analyzed
Cis1trans-l ,2-}.fethylene
Dichlorocthcnc chloride
(u.d .. ) (t1oil.,)
<1.0 <2.0
<1.0 <2.0
<1.0 <2.0
<1.0 <2.0
<1.0 <2.0
1.6 <2.0
<1.0 <2.0
<1.0 <2.0
<1.0 <2.0
<1.0 <2.0
<1.0 <2.0
<1.0 <2.0
<1.0 <2.0
<1.0 <2.0
<1.0 <2.0
<JO <2.0
<10 <2.0
<1.0 <2.0
<1.0 <2.0
<1.0 <2.0
1.8 <2.0
NA NA
<1.0 <2.0
<1.0 <2.0
<1.0 <2.0
<1.0 <2.0
<1.0 <2.0
<1.0 <2 0
<1.0 <2 0
<1.0 <2.0
<1.0 <2.0
<1.0 <2.0
<1.0 <2.0
<LO <2.0
<LO <2.0
<LO <2.0
<1.0 <2.0
<1.0 <2.0
<1.0 <2.0
<l.O <2.0
<1.0 <2.0
<1.0 <5.0
<LO <2.0
<LO <2.0
<LO <20
70
TABJ ,E -t (Page I of 2)
EFFLUEN'f Analytical Results
UPPER/1,0WER MACO!\"
rs !aeon Dockery Site
Richmond County, North Carolina
Tetrach!oro-I, l, 1-Trichloro-Trichloro-
ethcne ethane eT.hene
(w,/L) (ucr/1) (ug1L)
<1.0 <LO <1.0
<1.0 <LO <1.0
<LO <LO <1.0
<1.0 <1.0 <1.0
<LO <1.0 <1.0
<1.0 <1.0 1.9
<1.0 <1.0 <LO
<1.0 <1.0 <l.0
<1.0 <1.0 <l.0
<1.0 <1.0 <1.0
<J.0 <l.O <1.0
<1.0 <1.0 <JO
<1.0 <l.O <1.0
<1.0 <1.0 <1.0
<LO <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <J.0
<1.0 <1.0 <J.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
XA KA NA
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <l.O <1.0
<l.O <l.0 <l.O
<1.0 <l.0 <l.0
<1.0 <1.0 <LO
<1.0 <LO <1.0
<LO <LO <1.0
<1.0 <l.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<l.O <1.0 <1.0
<l.O <1.0 <1.0
<l.O <1.0 <1.0
<l.O <1.0 <1.0
<l.O <1.0 <1.0
<l.O <1.0 <1.0
200 2.8
Toluene Chromium Hariwn Manganese Zinc Cadmium L~d
(ug.1L) ("on) (ug1L) (ugiL) (••") ("lefl) ("JYL)
<;].Q <JO 83 150 150 <OJO 3.7
<l.O <JO 90 16/J 170 <0.30 3.6
<LO <JO <50 32 59 <0.30 <3.0
<LO <JO <50 39 56 <0.30 <3 0
<l.O <10 <50 31 51 <0.30 <3 0
<1.0 <10 <50 4-l 54 <0.30 3 6
<1.0 <10 31 JO 21 <030 <3 0
" <10 <50 75 <20 <0.30 <3 0
<1 0 <JO <50 <5.0 <20 <0.30 <3.0
<1 0 <JO <50 <5.0 <20 <0.30 <3.0
<1.0 <JO <50 <5.0 <20 <O 30 <:3.0
<1.0 <JO <50 <5.0 <20 <O 30 <3.0
<1.0 <JO <50 <5.0 <20 </) 30 <3.0
<1.0 <JO <50 <5.0 <20 <0.30 <3 0
<1.0 <JO <50 <5.0 <20 <0.30 <3.0
<1.0 <10 39 <5.0 <20 <0.30 <3.0
<1.0 <10 <50 <5.0 <20 <0.30 <3.0
<1.0 <10 <50 <5.0 <20 <O 30 <3.0
<1.0 <10 <50 <5 0 <20 <O 30 <3.0
<1 0 <10 <50 <5 0 <20 <0.30 <3.0
<1.0 <10 <50 79 <20 <0.30 <3.0
NA NA NA 36 NA <0.30 NA
<1.0 <JO <50 5.4 <20 <0.30 3.1
<1.0 <JO <50 <5.0 <20 <0.30 <3.0
<LO <JO <50 6.3 <20 <0.30 <3.0
<1.0 <JO <50 <5.0 <20 <0.30 <3.0
<1.0 <JO <50 <5.0 <20 <O 30 <3 0
<1.0 <10 <SO <5.0 <20 <O 30 <l 0
<1.0 <10 56 <5.0 <20 <0.30 <3.0
<1.0 <10 <200 <15 <20 <0.30 <3.0
<1.0 <10 <200 <5.0 <20 <0.30 <3.0
<1.0 <10 <50 <5.0 <20 <030 <3.0
<1.0 <10 <50 <5.0 <20 <0.30 <3.0
<1.0 <10 <50 <5 0 <20 <0.30 <3.0
<1.0 <10 <50 9.2 <20 <0.30 <3.0
<1.0 <10 <50 6.7 <20 <0.30 <3.0
<1.0 <JO 31 <10 <20 <0.30 <3.0
<1.0 <JO <50 6.2 <20 <0.30 <3.0
<1.0 <JO <50 <5.0 <20 <0.30 <3.0
<1.0 <JO <50 <5.0 <20 <0.30 <3.0
<1.0 <JO <5() <5.0 <20 <0.30 <3.0
<1.0 <JO <50 <5.0 <20 <0.30 <3.0
<l.O <JO <50 <5.0 <20 <0.30 <3.0
<1.0 <JO <50 <5.0 <20 <0.30 <3.0
<1.0 <JO <50 <5.0 <20 <0.30 <3.0
JOOQ ,o JIX)Q ,o 5000 JS
~
:)u,;pended
Solids
(mglL)
<5.0
<5.0
8
<5,0
<5,0
JO
<5.0
<5.0
<5.0
<5.0
<5.0
24
<5.0
<5.0
<5.0
8
<5.0
<5.0
<5.0
<5.0
<5.0
NA
?-.'S
<5.0
25
<5
<5
<5
<5
<5.0
<5.0
NA
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
-liiiill -- ------.a .. Jr Jr ,. .,. ..
Chloro-1,1-Dichloro-1,1-Dichloro-
Sample Date fonn ethane ethem.:
Location (w.'1-) (ug'L) (ui,•1,)
Vil Effluent 7/811999 <10 <1.0 <LO
815/1999 <10 <1.0 <1.0
91911999 <1.0 <10 <LO
10/14/1999 <LO <1.0 <1.0
l \/3/1999 <1.0 <1.0 <1.0
1213/199') <1.0 <] 0 <1.0
211 7/2000 <-:i.ll <l 0 <1.0
3/9/2000 <1.0 <10 <1.0
.,v712000 <1.0 <1.0 <1.0
5/8/2000 <LO <J.O <1.0
619/2000 <LO <IO <1.0
717/2000 <1.0 <1.0 <1.0
8/2/2000 <1.0 <1.0 <IO
9125/2000 <1.0 <I 0 <l.O
10/12/2000 <1.0 <1.0 <1.0
]/18/2001 ••• ~ot Sampled
4124/2001 <1.0 <l.O <10
5/3/2001 <1.0 <LO <l.O
712012001 <l.O <LO <IO
]0/1812001 <l.O <l.0 <J.O
12/28/2001 <1.0 <l.0 <LO
1115/2002 <1.0 <1.0 <l.O
7/31/2002 ~ot Sampled
10/3012002 <l.O <l.O <1.0
1/28/2003 <1.0 <1.0 <1.0
4/3/2003 <LO <1.0 <1.0
7110/2003 <I 0 <1.0 <1.0
10/30/2003 <1.0 <1.0 I
1/1312004 <1.0 <1.0 9.8
415/2004 <1.0 <1.0 <LO
6128/200-l Not Sampled
10/21/2004 <1.0 <1.0 8.5
l/27/2005• <1.0 <1.0 <1.0
RPS:
RPS: Remediation Performance Standard
NA: Not Analrt:cd
CisJtraru-1,2-Methylene
Dichlorocthene chloride
( .. on) (=1L)
<J.0 <2.0
<1.0 <2.0
<1.0 <2.0
<1.0 <2.0
<i (I <2.0
<10 <2.0
<LO <2.0
<1.0 <2.0
<LO <2.0
<1.0 <2.0
<1.0 <2.0
<1.0 <2.0
<1.0 <2.0
<1.0 <2.0
<1.0 <2.0
System
<1.0 <2.0
<1.0 <2.0
<1.0 <2 0
<J.O <2 0
<l.O <2,0
<1.0 <2.0
System
<l.O <2.0
<1.0 <:2.0
<LO <2.0
<1.0 <2.0
<1.0 <2.0
<2.0 <5.0
<2.0 <5.0
System
LO <5.0
<2.0 <2.0
70
TABLE-' (Page 2 of2)
EFFLUENT ,\nalytical Results
UPPER/LOWER MACO/I
t,,.[acon Dockery Site
Richmond County, Xorth Carolina
Tetraehloro-1,1,1-Trichloro-Tnchloro-
ethene ethane cthene
(=/L) ("~ll,) (u~iL)
<LO <LO <1.0
<LO <LO <1.0
<1.0 <l.O <1.0
<1.0 <l.O <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <LO
<LO <1.0 <l.O
<1.0 <IO <l.0
<LO <LO <l.0
<1.0 <LO <1.0
<1.0 <1.0 <10
<1.0 <1.0 <l.0
<1.0 <1.0 <1.0
Down ••• ...
<1.0 <1.0 <l 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
D0\\11
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <i.O <1.0
<1.0 <LO <I 0
<1.0 <1.0 <1.0
19 <1.0 <10
I 6 <1.0 <I 0
Do•n
13 <1.0 <1.0
<1.0 <1.0 <l.O
,oo 2.8
Toluene Chromium Barium Manganese Zinc Cadrmwn Lead
(•-fl) ("n'L) (ugJL) (,g/L) (""' ) (n<>'L) (ug1L)
<10 <!O <50 <5.0 <20 <0.30 <3.0
<LO <IO <50 47 <20 <(UO 3 7
<1.0 <IO <50 <5.0 <20 <0.30 <3.0
<l.O <10 <50 <5.0 <20 <O 30 <3 0
<l.O <10 <50 <5.0 <20 <O 30 <3.0
<1.0 <IO <50 <5.0 <20 <O 30 <3.0
<1.0 <10 <50 <5.0 <20 <0.30 <3.0
<1.0 <10 <50 <5.0 <20 <0.30 <3.0
<1.0 <10 <50 <5.0 <20 <O 30 <3.0
<I 0 <IO <50 <5.0 <20 <0.30 <3.0
<1.0 <IO <50 <5.0 <20 <0.30 <3.0
<1.0 <10 <50 00 <20 <0.30 <3.0
<1.0 <10 <50 <5 0 <20 <0.30 <3.0
<1.0 <10 <50 <5.0 27 <0.30 <J.O
<1.0 <10 <50 <5.0 <20 <0.30 <3.0
Not Sampled System Do>n
<;J.0 <IO <50 <5.0 <20 <0.30 <3.0
<1.0 <10 <50 <5 0 <20 <O 30 <3.0
<1.0 <10 <50 <5 0 <20 <0 30 <3 0
<1.0 <10 <50 <;5,0 <20 <O 30 <3.0
<IO <10 <50 <5.0 <20 <0.30 <3.0
<1.0 <IO <50 <5.0 <20 <0.30 <3.0
Not Sampled System Down
<LO <IO 64 <5.0 <20 <0.30 <3.0
<1.0 <10 <50 30 <20 <0.30 75
<1.0 <IO <50 II <20 <0.30 <3.0
<1.0 <10 <50 30 <20 <0.30 <3.0
<1.0 <IO <50 18 <20 <0.30 <3 0
<1.0 <10 <50 29 '" <0.30 <3 0
<1.0 <10 <50 <5.0 <10 <0.30 <3.0
N'ot Sampled System Do=
<1.0 <10 <50 <5 0 <20 <0.30 <3.0
<l.O <IO <.50 <5 0 <20 <0.30 <3.0
,o 1000 ,o 5000 15
...
Suspended
So!iJs
c---1.J
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5 0
<5.0
<5.0
<5.0 • ••
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
7
<5.0
<5 0
<5 0
w
<5.0
<5.0
<5.0
- ---
I, I -Dichloro-I, I -Dichloro
Sample
Location
Date
UD Influent 2/13/1996
2/13/1996
2114/1996
2/14/1996
2/14/1996
2/14/1996
2/15/1996
211511996
2/16/19%
2117/1996
2/17/1996
2/22/1996
2/22/1996
2/28/1996
2/28/1996
3/8/1996
4/3/1996
4/3/1996
5/3/1996
615/1996
7/1/1996
811/1996
11/7/1996
11/7/1996
2/5/1997
5/14/1997
817/1997
11/13/1997
21511998
5/7/1998
7/9/1998
817/1998
11/4/1998
2/11/1999
5/12/1999
8/5/1999
11/3/1999
5/9/2000
81312000
1/18/2001
7/11/2001
1/16/2002
7/31/2002
1/28/2003
7/10/2003
1~11312004 ~ v-'1127/2005•
ethane ethene
(uon) (ug/L)
4.8
7.7
4.3
6.5
4.4
4.0
4.5
5.5
7.5
5.7
5.5
5.4
4.9
6.4
6.8
5.2
3.6
3
4
2
2
6.1
<10
NA
<25
<1.0
<1.0
<2
<1.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
10
<5.0
<10
<5.0
5.8
10'
!SOE
130
89E
100
120E
110
130E
140
160
180E
120
!SOE
96
200E
240
130
160E
92
130
110
77
220
240
NA
100
56
39
88
74
110
69
120
140
75
110
110
150
64
62
76
68
82
220
NOT
160
98
73
7
-
Cis/trans-1,2-
Dichloroethene
(ug/L)
1.3
<1.0
1.2
<1.0
1.4
<1.0
1.2
2
<1.0
1.7
<1.0
1.4
<1.0
1.9
<1.0
1.7
I.I
<1.0
<1.0
<1.0
<1.0
<5.0
<10
NA
<25
<1.0
<1.0
<2
<1.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<10
SAMPLED
<5.0
<10
7.3
70
- --- - -- -
Tetrachloro-
ethene
(ug/L)
1.3
<1.0
<1.0
<1.0
1.3
<1.0
1.4
<1.0
<1.0
2.1
<1.0
<1.0
<1.0
1
<1.0
<1.0
1.6
<1.0
<1.0
<I.0
<1.0
<5.0
<10
NA
<25
<1.0
<1.0
<2
<1.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5 0
<10
SYSTEM
<5.0
<5.0
<3.0
TABLEj-
lnfluent Analytical Results
Upper Dockery
Macon/Dockery Site
Richmond County, North Carolina
I, 1,1-Trichloro
ethane
(ug/L)
Trichloro-
ethiene
(ue/L)
Toluene
(ue/L)
Total
Xylenes
(ug/L)
Acetone Chromium
54
33
55
34
50
48
54
56
64
62
42
52
48
19
50
55
38
25
38
5.2
25
52
54
NA
31
16
13
16
18
24
17
20
21
13
20
23
26
8.9
10
12
14
9.8
21
DOWN
14
5.5
4.6 ·
200
8
<1.0
4.5
5.3
79
7.8
8.3
8.6
10
9.4
6.4
5.7
5.5
5.3
<1.0
3.8
5.6
3.9
4.8
<1.0
3.6
5.7
<JO
NA
<25
3.5
2.2
4.2
73
<5.0
<5.0
6.4
<5.0
7.0
9.4
5.0
5.0
<5.0
<5.0
<5.0
99
<5.0
<10
5.7
24
20 '
2.8
3
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
2.8
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
2.8
<1.0
<5.0
<10
NA
<25
<1.0
<1.0
<2
<1.0
<5.0
NS
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<10
<5.0
<5.0
<2.0
1000
3.1
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<15
<30
NA
<75
<3.0
<3.0
<6
<3.0
<15
NS
<5.0
<15
<15
<15
<15
<15
<15
<15
<15
<15
<15
<30
<15
<10
<3.0
400
(ue/L) (uolL)
<10
<10
<10
<10
<ID
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<50
2100
ISO•
<250
<10
<10
<20
<10
110
NS
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<100
<50
<120
<10
3500
20
<10
12
<10
11
<10
19
<10
11
<10
<10
13
<10
11
<10
<10
11
<10
16
<10
<10
II
19
NA
12
<10
<10
14.7
42
16
NS
13
23
11
13
14
13
14
<10
<10
31
<JO
<10
NOT
<10
<JO
<10
50
92
<50
53
<50
54
<50
81
<50
57
55
<50
<50
<50
<50
<50
<50
52
<50
58
<50
<50
<50
61
NA
51
58
<50
55.6
65
50
NS
50
93
62
59
66
60
65
77
110
110
93
54
91
52
68 •
1000
-
Manga-
nese
(uolL)
64
<5.0
14
<5.0
14
<5.0
53
<5.0
11
12
<5.0
13
<5.0
7.7
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
5.5
9.5
NA
<5.0
5.3
<5.0
10.3
78
58
NS
<5.0
61
<5.0
7.2
<5.0
<5.0
<5.0
<5.0
32
74
6.5
-
Zinc
(uoO )
33
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
NA
<20
<20
<20
<20
<20
<20
NS
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
-
Lead
(uolL)
3.1
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
NA
<3.0
<3,0
<3.0
<3.0
<3.0
<3.0
NS
<3.0
<3.0
<3.0
<3.0
8.9
<3.0
<3.0
<3.0
<3.0
3 3
<3.0
<5.0 <20 <3.0
SAMPLED SYSTEM OOWN
6.1
<5.0
<5.0
50
<20
<20
<20
5000
<3.0
<3.0
<3.0
15
-
Suspended Solids
(moA)
51
<5.0
52
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
8
<5.0
<5.0
<5.0
<5.0
<5.0
8
<5.0
<5.0
<5.0
<5.0
5
10
<5.0
NA
<5.0
<5.0
<5.0
<5.0
36
<5.0
NS
<5.0
96
8.0
38
<5.0
<5.0
<5.0
<5.0
<5.0
280
<5.0
5
<5.0
9
<5.0
-
- ----
! , I -Dichloro-I, I -Dichloro-
Sample Date Chlorofonn ethane ethene
Location (u~IT) (ua.lL) (ug/L)
LO Influent 2/13/1996 LI 80 33
2/14/1996 1.3 IIOE 43
2/14/1996 <1.0 80 ]J
2/14/1996 1.6 94E 39
2/14/1996 <1.0 64 16
2/15/1996 1.2 82 32
2/16/1996 3.J 95 35
2112/1996 2.5 5 8 100
2128/1996 12 93E 33
2/28/1996 <1.0 92 35
3/8/1996 2 110 47
413/1996 <1.0 79 36
5/3/!996 <LO 71 30
6/5/1996 <1.0 67 32
811/1996 <2.0 83 27
1117/1996 <2.0 69 28
3/12/199; <5.0 66 21
5/14/1997 <1.0 62 25
817/1997 <LO 47 15
11/13/1997 <1.0 33 ]J
215/1998 <1.0 34 7.4
517/1998 <1.0 32 8.2
817/!998 <1.0 39 7.6
11/4/1998 <1.0 34 7.3
•:2/11/99 <1.0 22 4.6
5/12/1999 <1.0 29 5.0
8/5/1999 <1.0 22 3.6
11/2/1999 <1.0 14 2.6
519/2000 <1.0 20 2.9
8/3/2000 <1.0 23 2.5
1/18/2001 .. System Down
7/11/2001 .. System Do"TI
9/21/2001 <1.0 I <1.0 I <1.0 I
1/16/2002 System D0"11
7/31/2002 System Down
1/28/2003 System Do"TI
3/14/2003 <1.0 18 4.5
7/10/2003 <1.0 8.9 <1.0
1/13/2004 <1.0 6.5 <1.0
Remediation Perfonnance Sta 3500
\ ~.,<}~I!'(' r e,.r; s. '-NA • Not Analyzed \Q (fa Jr°"') ug/l -micrograms per liter
l.,!__/ DUP -Duplicate
-
Cis/trans-1,2-
Dichloro-ethene
(ugfL)
<1.0
<1.0
<1.0
1.8
2.2
17
2.6
<1.0
<1.0
<1.0
<1.0
<l.O
17
I.I
<.40
<2,0
<5.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
Not
Not
<1.0 I
Not
Not
Not
<1.0
<1.0
<2.0
70
-- - -
TABLE 6
Influent Analytical Results
Lower Dockery
Macon/Dockery Site
Richmond County, North Carolina
Methylene 1,1,1-Trichloro-Trichloro-
chloride ethane elhlene 8f'nzeni:
(u"/1) (uo/t) (uv,1.) (1110,)
.... 2.0 40 6.4 <20
<2.0 37 8.6 <2.0
<2.0 15 <5.0 <2.0
17 39 9 <2.0
2.5 18 6.6 <2.0
<2.0 29 8.4 <2.0
<2.0 31 8.7 <2.0
<2,0 54 5.2 1.8
<2.0 30 7.4 <2.0
<2.0 30 6.4 <2.0
<2.0 34 6.7 <2.0
<2.0 28 6.6 <2.0
<2.0 40 5.4 <2.0
2 42 5.2 <2.0
<2.0 54 5.9 <2.0
<4.0 38 5.8 <2.0
<10 23 <5.0 <5.0
<2.0 23 6.2 <1.0
<2.0 18 4.1 <1.0
<2.0 12 3.5 <1.0
<2.0 14 2.5 <LO
<2.0 13 3.6 <LO
<2.0 13 2.6 <1.0
<2.0 9.4 1.9 <1.0
<2.0 6.8 1.8 <1.0
<2.0 II 2.0 <1.0
<2.0 10 1.3 <1.0
<2.0 4.4 1.0 <1.0
<2.0 7.4 <1.0 <1.0
<2.0 12 <1.0 <!.O
Sampled .. ...
Sampled .. ...
<2.0 I <1.0 <1.0 <1.0
Sampled
Sampled
Sampled
<2.0 5.1 I.I <1.0
<1.0 1 <1.0 <LO
<5.0 <1.0 <1.0 <1.0
200 2.8
-- ---- -
Total Suspended
Toluene Xylenes Chromiwn Barium Manga-nese Zinc Cadmium Solids
(ug/L) (u,11) (uo/1) (uo/J ) (mz/L) (u,11) (u<>ll) (mg.IL)
17 <3.0 <10 <50 260 270 <0.30 <5.0
SJ <3.0 <JO <50 250 120 <0.30 <5.0
<1.0 <3.0 <10 <50 <5.0 <20 <0.30 <5.0
SJ <3.0 <10 <50 240 110 <0.30 <5.0
6.5 <3.0 <10 <50 <5.0 <20 <0.30 <5.0
5.3 <3.0 <10 <50 200 84 <0.30 <5.0
4.3 <J.O <10 <50 190 81 <0.30 <5.0
13 3.4 14 <50 240 240 <0.30 <5.0
1.3 <3.0 <10 <50 120 77 <0.30 8
<2.0 <3.0 <10 <50 <5.0 <20 <0.30 <5.0
<2.0 <3.0 <10 <50 95 30 <0.30 <5.0
<2.0 <3.0 <10 <50 160 39 <0.30 <5.0
<2.0 <3.0 <10 16 63 200 0.91 <5.0
2.5 <3.0 <JO <50 230 46 <0.30 <5.0
<2.0 <6.0 <10 <50 110 <20 <0.30 5
<2.0 <6.0 <10 <50 230 <20 <0.30 <5.0
<5.0 <15 <10 <50 76 <20 <0.30 <5.0
<LO <3.0 <10 <50 150 <20 <0.30 <5.0
<1.0 <3.0 <10 <50 IJO <20 <0.30 <5.0
<1.0 <3.0 <10 <50 200 <20 <] <5.0
<1.0 <3.0 <10 <50 340 <20 <0.30 ;J
<1.0 <3.0 <10 <50 240 <20 <0.30 <5.0
<1.0 <3.0 <10 <50 210 <20 <0.30 <5.0
<1.0 <3.0 <10 <50 270 <20 <0.30 37
<1.0 <3.0 <10 <50 260 <20 <0.30 <5.0
<LO <3.0 <JO <50 190 <20 160 <5.0
<1.0 <3.0 <JO <50 61 <20 <0.30 <5.0
<1.0 <3.0 <10 <50 140 <20 <0.30 <5.0
<1.0 <3.0 <10 <50 70 <20 <0.30 <5.0
<1.0 <3.0 <10 <50 180 <20 <0.30 <5.0
System Do"TI Not Sampled ...
System Do•TI Not Sampled ...
I <l.O I <3.0 I <10 I <50 I <5 I <20 <0.30 <5.0
System Down Not Sampled ...
System Do"TI Not Sampled
System Do•TI Not Sampled
<l.O <2.0 <10 <50 200 <20 <0.30 <5.0
<1.0 <3.0 <JO <50 170 <20 <0.30 <5.0
<l.O <2.0 <10 <50 76 <20 <0.30 ]J
1000 400 50 1000 50 5000 5
------ - --
Sample Date Chlorofonn
Location (u"n)
UMSA lntluent 2/13/1996 <1.0
2/14/l 096 i.l
2/14/1996 <1.0
2/15/1996 <1.0
2/16/1996 <1.0
2/17/1996 <l.0
2/22/1996 I.I
2/28/1996 <1.0
318/1996 <1.0 . 4/3/1996 <1.0
5/3/1996 <1.0
615/1996 <1.0
7/1/1996 <1.0
7/30/1996 <l.O
11/7/1996 <l.O
2/4/1997 <1.0
(DUP) 2/4/1997 <1.0
5/12/1997 <1.0
(DUP) 5/12/1997 <!.O
817/1997 <1.0
11/13/1997 <2.0
2/5/1998 <1.0
517/1998 <1.0
817/1998 <10
11/4/1998 <10
2/11/1999 <10
5/13/1999 <25
815/1999 <25
11/2/1999 <25
2/16/2000 <2.0
5/8/2000 "<10
8/2/2000 <10
l/18/2001 <10
7/11/2001 <25
1/15/2002 <25
7/30/2002 <25
1/28/2003
3/14/2003 <25
7/10/2003 <2.0
:,lll3/2004 <IO r 1/27/2005 · <1,0
Remed1:uio11 \erfonn:mce Standru:d I
NA -Not Analyzed
ug/L -micrograms per liter
DUP -Duplicate
I, 1-Dichloro-
ethane
(udL)
15
14
II
12
7.5
9.7
10
9.8
7.6
5.5
4.8
8.7
3.8
7.9
7.2
3.0
2.4
3.8
4.6
11.0
4.8
12.0
11.0
<10
<JO
16
<25
<25
<25
59
18
<10
<IO
44
<25
<25
NOT
<25
14
<10
9.9 •
3500
1,1-Dichloro-Cisltrans-1,2-
ethene Dichloro-ethene
(u ,II) (unll )
14 19
II 10
14 II
14 II
" 17
18 16
17 16
16 13
10 JO
16 8.5
12 6.9
22 6
II 6.9
15 10
9.2 7.5
27 7.8
25 6.2
26 16
21 16
55 23
72 12
I 10 21
67 15
120 <10
180 <10
370 12
380 <25
490 <25
480 <25
32 37
110 26
400 <10
75 10
330 57
570 60
420 52
SAMPLED SYSTEM
530 73
49 4.7
160 28
96 20 ,
7 70
Tetrachloro-
ethene
(u~IL)
16
7.3
17
18
14
II
15
12
7 7
7.4
5.7
<1.0
4.8
6.4
2.3
l.3
1.8
8.9
8.2
12
8.7
II
13
<20
<10
JO
<25
<25
26
<2.0
<10
49
<JO
28
27
<25
DOWN
40
<2.0
16
20 •
I
TABLE 7
Influent Analytical Results
Upper Macon Source Area
Macon/Dockery Site
Richmond County, North Carolina
1, 1,1-Trichloro-Trichloro-Vinyl
ethane ethlene chloride
(unll) (ugll) (U"/1)
5.9 25 <LO
7.2 10 <LO
6.1 17 <1.0
5.9 16 <l.O
9.7 25 <1.0
7 24 <l.O
7.6 25 <1.0
5.8 21 <1.0
4.1 16 <1.0
5.4 18 <1.0
<1.0 12 <1.0
6 13 I.I
4.3 12 <1.0
4.2 13 4.5
3.4 10 2
8.8 15 <1.0
7.9 14 <1.0
5 22 <1.0
3.7 18 <1.0
6.9 17 <1.0
12 13 <2.0
24 17 6.6
16 II 6.6
22 <JO <10
23 <10 <10
57 14 <10
61 <25 <25
78 <25 <25
69 <25 <25
<2.0 2.5 54
<10 <10 <10
54 <JO <10
<10 10 <10
42 26 <25
25 <25 <25
<25 <15 <25
<25 <25 <25
<2.0 3.2 <2.0
<10 <IO <10
4.8 8.5 • 1.3 •
200 28 I
----- --
Manga-Suspended
Ben1ene Toluene Chromium Barium nese Zinc Cadmium lead Mercurv Solids
(,glL) (,glL) (,glL) (,glL) (ug/L) (,glL) (uP/L) (u·•11) (unll )• (m"")
<1.0 1.9 <10 140 300 55 <0.30 3.5 <.2 21
1.5 <1.0 <JO 110 180 <20 <0.30 <3.0 <.2 <5.0
I <1.0 <JO 110 160 20 <0.30 <3.0 <.2 <5.0
1.3 I <10 100 140 <20 <0.30 <3.0 <.2 <5.0
<1.0 <1.0 <JO 120 160 <20 <0.30 <3.0 0.22 <5.0
<1.0 <1.0 <JO 110 110 <20 <0.30 <3.0 <.2 <5.0
<1.0 <1.0 <10 120 65 <20 <0.30 <3.0 <.2 <5.0
<1.0 <1.0 <10 130 52 <20 <0.30 <3.0 <.2 7
<LO <1.0 <JO 130 41 <20 <0.30 <3.0 <.2 <5.0
<1.0 <1.0 <10 110 27 <20 <0.30 8.2 <.2 <5.0
<LO <1.0 <IO 97 21 <20 <0.30 <3.0 <2 <5.0
<1.0 3.6 <10 130 19 <20 <0.30 <3.0 <.2 5
<1.0 <1.0 II 110 13 <20 <0.30 <3.0 NA 5
<1.0 <1.0 <10 130 13 <20 <0.30 <3.0 NA 6
<1.0 I <10 140 9.8 <20 <0.30 <3.0 NA 10
<1.0 <1.0 <10 150 24 <20 <0.30 <3.0 NA 36
<1.0 <1.0 <10 140 17 ,c,O <0.30 <3.0 NA <5.0
<1.0 <1.0 <10 120 68 <20 <0.30 <3.0 NA <5.0
<1.0 <l.O <10 150 55 <20 <0.30 <3.0 NA 5
<1.0 <1.0 34 210 93 <20 <0.30 7.4 NA NS
<2.0 <2.0 <10 139 <5.0 <20 <I <3.0 NA <5.0
<2.0 <2.0 <10 190 16 <20 <0.30 <3.0 NA <5.0
<2.0 <2.0 <10 190 50 <20 <0.30 <3,0 NA <5.0
<10 <10 <10 180 34 <20 <0.30 <3.0 NA <5.0
<10 <10 <10 180 22 <20 <0.30 <3.0 NA 5
<10 <10 <10 200 25 <20 <0.30 <3.0 NA <5.0
<25 <25 <10 160 14 <20 32 <3.0 NA <5.0
<25 <25 <10 140 12 <20 <0.30 5.9 NA <5.0
<25 <25 <10 180 13 <20 <0.30 <3.0 NA <5.0
<2.0 <2.0 <10 290 53 <20 <0.30 <3.0 NA <5.0
<10 <10 <10 350 76 <20 <0.30 <3.0 NA <5.0
<10 <10 <10 170 13 <20 <0.30 <3.0 NA <5.0
<10 <JO <10 98 <5.0 <20 <0.30 <3.0 NA <5.0
<25 <25 <10 360 <5.0 <20 <0.30 <3.0 NA <5.0
<25 <25 <10 340 5.2 <20 <0.30 <3.0 NA <5.0
<25 <25 <10 340 <5.0 <20 <0.30 <3.0 NA <5.0
NOT ~AMPLED SYSTEM DOWN
<25 <25 <10 340 <5.0 <20 <0.30 <3.0 <0.20 <5.0
<2.0 <2.0 <10 370 93 96 <0.30 <3.0 NA <5.0
<IO <10 <10 160 <5.0 <20 <0.30 <3.0 NA 7
<1.0 <1.0 <10 200 · 10 • <20 <0.30 <3.0 NA <5.0
I 1000 50 JOOO 50 5000 5 15 I.I
----
Sample Date Cbloro-fonn
Location (u"/l)
LM Influent 2/22/1996 14
2/23/1996 13
2/24/1996 8.9
2/25/1996 8.2
2/28/1996 3
3/8/1996 <l.0
3/16/\996 <1.0
4/3/1996 <1.0
5/3/1996 <1.0
615/1996 <1.0
7/30/1996 <1.0
I l/7/1996 <1.0
2/4/1997 1.6
(DUP) 2/4/1997 1.5
5/12/1997 <1.0
817/1997 <1.0
11/13/1997 <1.0
2/5/1998 <1.0
517/1998 <1.0
817/1998 <1.0
11/4/1998 <1.0
2/\ \/1999 <LO
5/13/1999 <LO
815/1999 <1.0
11/3/1999 <1.0
2/16/2000 <1.0
5/8/2000 <1.0
812/2000 <1.0
1/18/2001 ...
7/11/2001 <1.0
1/15/2002 <1.0
7/31/2002
1/28/2003 <1.0
7/10/2003
r 7!113/2004
1/27/1005•
<1.0
<1.0
Remediati n Perfonnance St I
r.,(z,;,( oq_
NA -Not Analyzed
ug/l -micrograms per liter
OUP -Duplicate
I, I • Dicbloro-1,1-Dichlor
ethane ethene
{u"fl) (ua/1)
26 9.1
29 II
30 13
31 13
32 15
9.5 1.6
8.1 1.8
73 2.6
8.6 2.7
12 4.7
17 6.6
II 33
9.8 2.1
9.0 1.8
53 2.4
13.0 <1.0
9.5 1.8
13.0 1.9
12.0 2.5
16.0 LI
13.0 1.3
13.0 2.2
10.0 1.4
7.8 1.0
2.0 <1.0
<LO <1.0
1.9 <1.0
ll.0 2.7
Not Sampled
6.1 2.8
4.5 1.7
Not Sampled
<LO <1.0
Not Sampled
1.7 1.3
<1.0 3.3 •
3500 7
--
Cis/trans-1,2-Methylene
Dichloroe1hene chloride
(u··") ("g/L)
4.4 <2.0
4.9 <2.0
4.9 <2.0
5 <2.0
5.6 <2.0
2.4 <2_0
2.4 <2.0
2.3 <2.0
2.9 <2.0
3.4 <2.0
<1.0 <2.0
1.2 <2.0
2.4 <2.0
2.1 <2.0
6.4 <2.0
1.2 <2.0
<10 <20
1.2 <20
1.6 <2.0
I <2.0
<1.0 <2.0
1.3 <2.0
<1.0 <2.0
<1.0 <2.0
LI <2.0
1.4 <2.0
<1.0 <2.0
1.2 <2.0
System
LO <2.0
<1.0 <2.0
System
<1.0 <2.0
System
<2.0 <5.0
<2.0 <2.0
70 5
-- -
TABLE 8
Influent Analytical Results
Upper/Lower Macon System
Macon Dickery Site
Richmond County, North Carolina
Tetrachloro-I, I, 1-Trichloro-Trichloro-
ethene ethane ethene
(u-" ) (",'L) (u11/L)
2 14 3.3
2.1 15 3.6
2.7 17 4.5
2.6 17 4.4
2.4 17 4
<LO 2.5 LI
<1.0 3.4 14
I 4 4.i
<1.0 4.2 4.6
<1.0 5.3 4.9
<1.0 6.i 4.1
<1.0 5.2 4.5
<1.0 44 3.7
<1.0 3.8 3.1
2 <1.0 8.3
<1.0 4.4 3.3
<1.0 3.3 1.9
<1.0 4.1 3.4
<1.0 4.1 3.7
<1.0 4.4 3.5
<1.0 4.1 3.0
<1.0 3.7 3.6
<1.0 4.1 3.7
<1.0 3.4 2.4
<1.0 <1.0 I
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 4.7 5.1
Do= ... ...
<1.0 2.8 3.4
<1.0 1.2 1.4
Do•n
<1.0 <1.0 <LO
Do•n
<1.0 <1.0 1.8
<1.0 <1.0 <1.0
I 200 2.8
Toluene
(UEVL)
15
18
17
15
4.2
<1.0
<1.0
<1.0
<1.0
4.6
<1.0
<1.0
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<J.0
<1.0
<i.O
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<!.O
<l.O
<1.0
<1.0
1000
- -
Chromium Barium
(ugJL) (uo/1)
<10 77
<10 81
<10 86
<10 86
<10 100
<10 <50
<10 <50
<10 <50
<10 24
<10 <50
<10 <SO
<10 <50
<10 34
<10 34
<10 <50
<10 <50
<1.0 <50
<10 <50
<10 <50
<10 <50
<10 58
<10 <50
<10 <SO
<10 <50
<10 <50
<10 <50
<10 <50
<10 <50
Not Sampled
<10 <50
<10 <50
Not Sampled
<10 <50
Not Sampled
<10 <50
<10 <50
50 1000
- -
Manga-Suspended
nese Zinc Cadmium Lead Solids
(ug/1.) (uo/l) (u"n) (u"n) (mg/L)
130 120 <0.30 5.5 <5.0
140 130 <0.30 5 <5.0
160 160 <0.30 4.4 <5.0
160 160 <0.30 3.2 <5.0
150 240 <0.30 3.3 <5.0
72 52 <0.30 <3.0 7
53 57 <0.30 <3.0 <5.0
72 44 <0.30 <3.0 7
31 27 <0.30 <3.0 <5.0
21 24 <0.30 <3.0 5
20 <20 <0.30 <3.0 6
6.4 <10 <0.30 <3.0 <5.0
19 <20 <0.30 <3.0 <5.0
16 <20 <0.30 <3.0 <5.0
<5.0 <20 <0.30 <3.0 <5.0
<5.0 <20 <0.30 <3.0 NA
55.1 <20 <0.30 <3.0 <5.0
II <20 <0.30 <3.0 <5.0
<5.0 <20 <0.30 <3.0 <5.0
17 <20 <0.30 <3.0 <5.0
99 <20 <0.30 5.0 40
8.8 <20 <0.30 <3.0 9.0
70 <20 25 <3.0 <5.0
<5.0 <20 <0.30 6.4 <5.0
6.1 <20 <0.30 <3.0 <5.0
6.0 39 <0.30 <3.0 <5.0
6.4 <20 <0.30 <3.0 <5.0
<5.0 <20 <0.30 <3.0 <5.0
System Do•n ...
73 <20 <0.30 <3.0 12
8.6 <20 <0.30 <3.0 <5.0
System Do•n
8.2 <20 <0.30 <3.0 20
System Do.n
<5.0 <20 <0.30 <3.0 II
<5.0 <20 <0.3 <3.0 <5.0
50 5000 5 15
lliiil -- - --
Sample Date Chiaro-form
Location (ugiL)
UM Influent 2/22/1996 6
2/23/1996 3
2/24/1996 14
2/25/1996 1.2
2/28/1996 3.5
3/8/1996 <1.0
3/16/1996 <1.0
413/1996 <1.0
6/5/1996 <1.0
7/1/1996 <1.0
7/30/1996 <1.0
1117/1996 <1.0
2/4/1997 <1.0
5/12/1997 <1.0
8/7/1997 <l.O
11/13/1997 <1.0
2/5/1998 <1.0
5/7/1998 <1.0
8/7/1998 <1.0
11/4/1998 <1.0
2/11/1999 <1.0
5/13/1999 <i.O
8/5/1999 <1.0
11/3/1999 <LO
2/16/2000 <1.0
5/8/2000 <1.0
8/2/2000 <1.0
1/1812001 ...
7/1 l/2001 <5.0
1/15./2002 <2.0
7/31/2002
1/28/2003 <1.0
7/10/2003 <1.0
~/13/2004 <5.0
\ /27/2005 <1.0
Remediation erfonnance St: I
\_ lo 1)t o.:\
NA -Nol Ana~d ~
ug/l -micrograms per liter
DUP • Duplicate
I, 1 -Dichloro-I, I • Diehl ore
ethane ethene
(u,JL) (Ula'!L)
4.1 1.6
4 5 1.6
4.6 1.8
<1.0 2.2
5.8 1.4
4.7 I
5.5 1.8
4.4 1.6
4.9 1.8
3.8 I.I
4.1 2.1
5.3 1.9
5.5 1.6
II 2.5
5.8 1.8
5.3 I.I
6.9 1.6
5 1.8
3.6 1.6
2.9 14
4.3 2
44 3.4
4.1 3.3
4.2 5.6
3 3.1
3.9 10
4.5 16
Not Sampled
9.7 37
2.6 32
Not Sampled
<1.0 19
<1.0 <1.0
<5.0 49
5.0., 75
3500 7
~ ~ \ 12,.<' &o"'"
- -
Cis/trans-1.2-Methylene
Dichloroethene chloride
(ug/1..) (u,,11)
5 8 <2.0
64 <2.0
6.4 <2.0
66 <2.0
8.6 <2.0
8.6 <2.0
9.2 <2.0
6.6 <2.0
7.7 <2.0
6.1 <2.0
8.6 <2.0
6.6 <2.0
7 <2.0
1.8 <2.0
7 <2.0
3.9 <2.0
6.7 <2.0
5.6 <2.0
6.4 <2.0
3.7 <2.0
5.1 <2.0
8.1 <2.0
6.5 <2.0
6.1 <2.0
4.0 <2.0
6.3 <2.0
8.7 <2.0
System
7.6 <10
74 <4.0
System
1.2 <2.0
<LO <1.0
<10 <25
6.8 , <2.0
70 5
----
TABLE 8
Influent Analytical Results
Upper/Lower Macon System
Macon Oickery Site
Richmond County, North Carolina
T etrachloro-I, I, 1-Trichloro-Trichloro-
ethene ethane ethene
(unll) (ug/L) (ug/L)
4.8 <1.0 12
4.8 <1.0 12
6 <1.0 14
6.9 <LO 15
5 <LO 14
3.8 <l.O 12
4.6 <1.0 12
4 <1.0 10
<1.0 <1.0 9.8
3.3 <1.0 7.6
3.3 <1.0 9.8
2.3 <1.0 8.3
2.5 <1.0 8.2
<1.0 4.5 4.1
2.1 <1.0 8.1
1.6 <1.0 3.9
I.I <1.0 5.9
2.5 <1.0 5.8
1.2 <1.0 6.2
<1.0 <1.0 3.6
I <1.0 4.4
1.6 <1.0 5.3 u <1.0 4.2
15 I 4.2
1.2 <1.0 2.8
23 1.6 3.2
4.2 2.6 5.6
00\\ll . .. . ..
7.3 8.6 6.7
6.5 4 3.9
00\\ll
2.8 1.8 <1.0
<1.0 <1.0 <1.0
94 <5.0 <5.0
14 I 4.5 ' 4.4 •
I 200 2.8
Toluene
(ug/L)
15
12
9.7
9.2
2.9
<LO
<LO
<1.0
3.2
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<5.0
<2.0
<1.0
<1.0
<5.0
<1.0
1000
--
Chromiwll Bariwn
(ug.tL) (uglL)
<10 <50
<10 <50
<10 <50
<10 <50
<10 <50
<10 <50
<10 <50
<10 <50
<10 <50
<10 <50
<10 <50
<10 <50
<10 36
<10 <50
<10 <50
<10 <50
<10 <50
<10 <50
<10 <50
<10 <50
<10 <50
<10 <50
<10 <50
<10 <50
<10 <50
<10 <50
<10 <50
Not Sampled
<10 <50
<10 <50
Not Sampled
<10 <50
<10 <50
<10 52
<10 <50
50 1000
- -
l!!!!!!!!!I
M,nga-Suspended
n,se Zinc Cadmiwn Lead Solids
{ll''ll) (unll) (U"'IT ) (tl"fl) (mg/L)
36 120 <0.30 4.8 <5.0
31 110 <0.30 4.5 <5.0
30 110 <0.30 3.6 <5.0
28 110 <0.30 3.4 <5.0
18 40 <0.30 <3.0 <5.0
13 50 <0.30 <3.0 <5.0
20 50 <0.30 <3.0 <5.0
9.3 26 <0.30 3 10
<5.0 22 <0.30 <3.0 13
<5.0 <20 <0.30 <3.0 <5.0
<5.0 <20 <0.30 <3,0 <5.0
<5.0 <20 <0.30 <3,0 <5.0
<5.0 <20 <0.30 <3.0 <5.0
12 <20 <0.30 <3.0 <5.0
7.2 <20 <0.30 <3.0 NA
28.i <20 <0.30 <3.0 <5.0
84 <20 <0.30 <3.0 5
16 <20 <0.30 <3.0 <5.0
13 <20 <0.30 <3.0 <5.0
52 <20 <0.30 <3.0 <5.0
14 <20 <0.30 <3.0 <5.0
II <20 49 <3.0 <5.0
<5.0 <20 <0.30 7.2 <5.0
<5.0 <20 <0.30 <3.0 <5.0
<5.0 <20 <0.30 <3.0 <5.0
<5.0 <20 <0.30 <3.0 <5.0
<5.0 <20 <0.30 <3.0 <5.0
System Do•n ...
15 <20 <0.30 <3.0
13 <20 <0.30 <3.0 <5.0
System Do•n
19 <20 <0.30 <3.0 58
<5.0 22 <0.30 <3.0 <5.0
<5.0 <20 <0.30 <3.0 lO
<5.0 <20 <0.30 <3.0 <5.0
50 5000 5 15
- ----
Upper Dockery
MW JS 2/1311996 <25
5/2/1996 <2'
713)/1996 <25
(DUP 2) i/3111996 <25
1117/1996 <H
(DUPJ \1/711996 <50
215/1997 <25
5/1211997 <100
(Dt.:P 2) 5-'121l99i <!00
S/5!199, <JO
(DUPLICATE l) J l/12/1997 <5
I !/1211997 <JO
(DUP l) 2/5/1998 <25
215/1998 <10
5/6/1998 <50
(DU? l) 5/6/1998 <50
8/611998 <100
l l/3/1998 <50
2/11/1999 <25
5/12/1999 <25
815/1999 <25
l !/2/1999 <l0
2/17/2000 <10
519/2000 < ! 0
8/3/2000 <5.0
l/lS/2001 <5.0
(OUP I) l/18/2001 <5.0
7/! l/2001 <5 .0
(DUP l) 7/!l/2001 <5.0
(DUP) I 1116/2002 <5.0
l/]612002 <5.0
7/31/2002 <5.0
(DUP I) 7/31/2002 <5.0
lnB/2003 <LO
(DUP I) l/2&12003 <1.0
,110/2003 <5.0
1113'2004 <25
(DUP l) 1/1312004 <20
6/28/2004 <20
(DUP l) 612812004 <20
1128/2005 • <l.O
22
35
<25
<25
29
<,0
62
<100
<100
17
11
<10
<25
<10
66
96
<100
<50
<25
<25
<25
<10
<10
<10
5 I
58
65
11 0
9.9
<5.0
<50
5.1
<50
IA
1.6
51.0
<25
<20
<20
<20
3.9 ·
Reruedisl:ion Perfo1T11ance Standa
NA -Not Analyzed
)j()()
DL ~ Dilution
280
630
610
4,0
11100
1600
1200
480
540
330
l20
46
200
310
1300
1800
2100
1300
610
750
]90
320
90
220
130
140
130
160
130
82
160
100
97
13
16
440
430
310
280
170
93.
Dl'P -.-lo,pli<alt
<25
<25
<25
'25
<25
'" <25
<100
<100
<10
<5.0
<10
<25
,10
<!<l
<50
,100
<,0
<25
<25
<25
<10
<10
<10
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<1.0
<\.O
<5.0
<50
<40
<40
<40
,1 0
70
-
<50
<,0
<50
<50
<,0
<100
<,0
<200
<200
<20
<10
<20
<,0
<20
<100
<100
<100
<100
<120
<50
<,0
<20
<20
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<2.0
<2.0
18
<120
<100
<100
<100
<2.0
<25
30 ,,,
<25
<25 ,,o
<25
<100
<100
<20
''° <10
<25
<10
<50
<50
<100 ,,o
<25
<25
<25
<10
<10
<10
<50
<5.0
<50
<5.0
<5 0
<50
<5.0
<5 0
<50
<LO
<I 0
<5.0
<25
<W
<10
<20
<I 0
-
l20
li0
210
160
190
400
380
160
160
100
50
13
" 70
440
7!0
730
280
100
1,0
110
,6
22
" 26
27
26
30
29
10
19
14
14
1.4
1.9
8,
61
46
37
2'
9.0 •
200
---Table 9 -
<15
,25
<15
<15
<15
<,O
<25
,100
<100
<20
<50
<10
<25
<10
<50
<,0
<100
,,o
<25
<25
<25
<10
<10
<10
<5.0
<50
<5.0
<5.0
<5.0
<50
<5.0
<50
<5.0
<1.0
<I 0
<5.0
<25
<20
<20
<20
1.0 •
18
Groundwater Quality Summary
Macon/Dockery Srte
Richmond County, North Carolina
Page 1 of 12
<25
<25
<50
<25
<100
<100
<10
<5.0
<10
<25
<10
<50
<50
<100
<50
<25
<25
<25
<10
<10
<10
<50
<5.0
<5.0
<5.0
<5.0
<50
<5.0
<5.0
<5.0
<1.0
<1.0
<5.0
<25
<20
<20
<20
<J.O
<25
<25
<~5
<25
<25
<50
<25
<100
<100
<10
<5.0
<10
<25
<10
<50
<50
<100
<,0
<25
<25
<25
<10
<10
<10
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<1.0
<1.0
62
<25
<20
<20
<20
<J.0
26
<15
Jj
lJ
<15
<50
<15
<100
<100
<10
<5.0
<10
420
" 260
380
<100
<50
<15
<15
<15
lJ
<10
<10
<5.0
<10
<5.0
<5.0
<50
<5.0
<.5.0
<5 0
<5.0
<LO
<1.0
<.5.0
<15
<10
<10
<10
<LO
1000
<75
<i.'i
<75
<75
<75
<1,0
<i5
<)00
<300
,,o
<15
<30
<75
<30
<150
<150
<JOO
<150
<75
<75
<75 ,,o
<30
<30
<15
<15
<15
<15
<15
<15
<15
<15
<15
<3.0
<3.0
<15
<50
<40
<40
<40
<30
.,io
<250
<250
<250
<250
<250
<500
160
<1000
<11100
<100 ,,o
<100
3400
<100
1500
1300
<11100
,,oo
<250
<250
<2,0
<100
<100
<10
,50 ,,o
<50
<,0
,,o
,50
<50
<50
<50
<10
<10
<50
620
500
<500
<j()()
<10
]500
<10
<10
13
<10
<10
<10
11
<10
ll
18
70
46.8
<10
<10
11
<10
35
75
71
87
150
" 18
66
52
71
74
52
90
36
51
82
75
20
22
,10
25
18
130
170
100-
50
-
150
160
140
140
140
],jQ
160
120
110
130
126
128
140
1)(1
150
140
150
150
220
200
150
210
140
180
180
170
160
180
120
liO
1,0
240
230
120
120
130
110
110
190 no
150 •
1000
-
<5.0
<5.0
<5.0
<5.0
<50
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5,0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<50
<5.0
<50
<5.0
<5.0
<1.0
<1.0
<1.0
1.4
]6
NA
190
"" 180
180
100
170
?70
230
170
110
234
"' 100
120
490
400
320
170
JOO
110
310
220
91
260
210
190
190
210
300 no
190
260
240
60
66
330
" 57
130
300
280·
,0
-
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
41
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
l\A
100
<.SO
<50
,50
<50
<50
<50
<50
<50
<50
<,0
<50
,50
<50
<50
<50
<50
<50
<50
<50
<50
,0
<50
<50
<50
<,0
<50
<50
<50
<50
<50
<50
<50
<50
<50
,,o
<50
<50
<50
<50
52
NA
50
-
39
24
35
31
<20
<20
200
92
89
67
63.7
50
28
22
60
59
37
48
63
56
84
59
<20
50
42
64
75
47
62
" 50
64
" 13
30
10
24
25
67
89
,0.
,000
-
<030 <30
<0.30 <3.0
<0 30 990
<0.30 1070
<0.30 430
<0.)0 340
24 1100
6.3 260
260
36 510
7.5 867
2.7 501
0 66 160
0 35 140
0.64 100
0 49 83
1.4 no
1.9 960
0 93 540
0.46 200
<0.30 290
037 55
<0.30 33
<O 30 8!
<0.30 69
0.61 150
0.97 140
<0.30 88
<0.30 130
<0.30 43
<0.30 52
<O 30 42
<0.30 37
<O 30 41.9
<0.30 46 I
<0.30 13
<0.30 2i
<0.30 20
<0.30 830
<O :SO 860
<0.30 · 3!.
15
-
].4
40
0 0047
48
" 23
JO
I 6
1.4
L3
38
1.6
0.73
0.66
0 76
0 63
4 .,
2.2
2.5
2.9
2.0
:-SA
0.53
0.64
0.67
0.%
1.20
1.20
1.10
0.66
0.54
0.80
089
0.51
0.49
0.37
0.58
0 . .52
1.20
0.97
0 56 •
<10
<10
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
~A
NA
NA
NA
l\"A
SA
NA
NA
NA
NA
NA
NA
NA
NA
NA
KA
NA
NA
NA
NA
NA
NA
NA
NA
NA
154
<5.0
84
6'
9
;"JA
JO
11
10
16
77
110
10
6
l2
22
31
100
380
:.so
71lO
4,0
40
240
190
91
100
I 70
200
57
410
430
330
27
62
<.5,0
65
76
1100
730
280 ,
l!!!!I
lliiiil
2/13/!996
51111996
7131/1996
l 117/19%
2/5/1997
5113/1997
8/5/1997
lllll/1997
11511998
Sli/1998
816/1998
l J/3/l998
2/l 111999
51!111999
8.1511999
11/2/1999
2/Ji/2000
5/912000
&1311000
J/1&1200!
7/2012001
1/16/2002
7/31/2002
l/2812003
i/10/2003
l/1312004
612&'2004
1127/2005
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<!.0
<LO
<LO
<1.0
<l.0
<l.0
<I 0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
-
,U
<1.0
<1.0
<:LO
<l.0
<1.0
<LO
<I 0
<1.0
<I 0
<I 0
<l.O
<I 0
<1.0
<l.O
<l.0
<1.0
<:1.0
<:1.0
<1.0
<1.0
<1.0
<:1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
l.l
16
LI
<LO
<l.O
<1.0
LI
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
2.0
<1.0
<1.0
1.10
J.!0
<1.0
<1.0
<1.0
1.2 •
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<1.0
<10
<1.0
<1.0
<1.0
<1.0
<1.0
<2.0
<2.0
Remediation Perfoon.mce Standa 3500 70
NA -!'<ot Analyt.ed DL~ Dilution OUP. ~li<or,
-
<1.0
<1.0
<2.0
<lO
<2 0
<2.0
<2.0
<2.0
<2.0
<2.0
<1.0
<2.0
<1.0
<1.0
<2.0
<2.0
<1.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5 0
<5.0
<2.0
<LO
<1.0
<J.0
<IO
<I 0
<1.0
<1.0
<I 0
<LO
<l.O
<l.O
<I 0
<I 0
<LO
<1.0
<1.0
<1.0
<1.0
<!.O
<1.0
<1.0
<I 0
<l.O
<!.O
<I 0
<1.0
<IO
<l.O
-
LI
<l.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
<LO
<1.0
<1.0
<1.0
<1.0
LO
<LO
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
200
---Table 9 -
<LO
<1.0
<l.O
<l.O
<1.0
<I 0
<1.0
<I 0
<1.0
<I 0
<1.0
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<l.O
<!.0
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
28
Groundwater Quality Summary
Macon/Dockery Site
Richmond County, North Carolina
Page 2 of 12
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<l.O
<l.O
<l.O
<1.0
<l.O
<l.O
<1.0
<!.O
<IO
<1.0
<LO
<l.O
<1.0
<l.0
<1.0
<1.0
<I 0
<1.0
<1.0
<1.0
<1.0
<I 0
<l.O
<I 0
<I 0
<I 0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<I 0
<1.0
<1.0
<1.0
<1.0
<I 0
<1.0
<1.0
<10
<1.0
<I 0
NA
NA
<1.0
<1.0
<1.0
<10
<l.O
<LO
<I 0
<J.O
<1.0
<1.0
<1.0
<1.0
<1.0
<l.O
<1.0
<1.0
<LO
<1.0
<1.0
<!.O
<l.O
<l.O
<1.0
<1.0
<!.O
<l.O
NA
M
<1.0
1000
<3 0
<3.0
<30
<30
<30
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3 0
<3.0
<30
<30
<3.0
<3.0
<3.0
<30
<3.0
<3.0
<3.0
<3.0
<3.0
NA
:,;'A
<30
400
<10
<10
<10
,10
'10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<IO
<10
" " <10
isoo
<10
10
<10
<10
<10
13
28
,10
<10
<10
,10
II
<10
<10
<10
<10
1600
1900
40
16
<10
<10
<10
,10
<10
,10
<10
62 '
50
-
16-0
130
130
140
120
110
190
114
130
)30
120
170
150
130
160
120
"' ,oo
JOO
170
120
120
130
120
120
)20
)20 •
120 '
1000
-
<5.0
<5.0
<5.0
<5 0
<5.0
<50
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<50
<5.0
<5.0
<5.0
<50
<5.0
<5.0
<5.0
,,o
<5.0
<5.0
<5 0
<l.0
<LO
<l.0
NA
180
43
110
77
" 140
26
49
16
13
86
" 33
62
15
820
500
150
190
13
65
28
13
<50
<5.0
5.7
25 •
50
-
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
26-0
330
<40
<40
<40
<40
<40
<40
<40
<40
<40
NA
100
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
79
6<J
<50
<50
<50
<50
<50
<50
<50
<50
<50
NA
50
- -
22 <0.30 <30
28 <0.30 <3.0
<20 <0.30 <3 0
20 <0.30 <3 0
32 <O_~ <3.0
<20 <0.30 <3,0
45 <0,30 4.3
22.8 <l <3 0
<20 <0.30 <3.0
<20 <0 30 <3.0
<20 <0.30 9.6
<20 <0.30 <3.0
<20 <0.30 5.0
<20 <0.30 <3 0
20 <0.30 3,7
<20 <0.30 <3 0
140 0.40 22.0
200 <0.30 19.0
4! <0.30 4A
52 066 <3.0
25 <0.30 <3.0
<20 <030 <30
<20 <O 30 <3.0
<20 <0.30 <3 0
<20 <O 30 <3.0
<20 <0.30 <3 0
<20 <O 30 <3.0
25 • <O 30 • <3.0
5000 15
-
NA
NA
}JA
NA
NA
NA :,.:A
NA
NA
NA
:,,'A
NA
:,.JA
NA
'-iA
<0.20
<0.20
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
LI
<10
<10
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
!\A
154
-
44
16
23
'-' <50
15
150
12
33
II
55
39
17
42
10
910
llOO
150
21
6
<50
<5.0
<5.0
8
20
-=
-- - -
Lower Dockery
MWl6
(DUP)
l,owor Dotk•ry
R~.,:~--.t-
~••!'1t,1
2/\311996
Sllf\9%
7/31/1996
11/711996
1 lri/!996
l!Sl\99'i
5/\J/1997
8/6/1997
l 111111997
215/\998
516/1998
8/6/1998
11131!998
1/111!999
S/!21!999
816/1999
l 1/2/1999
2/! i/2000
5/8/2000
813/2000
1118/200]
7/11/2001
1/16/2002
7130/2002
l/2&12003
7/24/2003
J/13/2004
4is:i2004
6/281200--l
10121/2004
J/28/200) I
Remediation Performance Standa
N'A -Not Analyzed
<1.0
<LO
<1.0
<1.0
<l.O
<1.0
<LO
<2.0
<1.0
<l.O
<1.0
<1.0
<1.0
<1.0
<2.0
<1.0
<1.0
<1.0
<1.0
<IO
<1.0 -<i.'O
<l.O
<l.0
<1.0
57
56
41
37
32
,'1
" 40
51
68
lO
22
" 14
13
13
15
lO
10
16
14 -is-1,
!,I
9.9 •
)500
DL= Dilution
29
29
23
l4
19
l4
32
18
27
21
6.9
5.i
13
6.5
5.4
4.3
6.1
w,n
Well w,n
2.3
N'ot
N'ot
~ol
2.2
<1.0 -rs-
u
l.i
l.O"
-
<1.0
<l.0
<LO
<:LO
<I 0
<1.0
<I 0
<2.0
<1.0
<1.0
<1.0
<1.0
<LO
<I 0
<2.0
<1.0
<l.O
<LO
Not
Not
N'ot
<1.0
Samoled
Sampled
Sampl,d
<2.0
<2.0 ~i'o-
<2.0
<LO
<l.O
70
--
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<4.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<·l.O
<2.0
<2.0
<2.0
Sampled
Sampled
Sampled
<2.0
Bece.use
Bece.use --<2.0
<5.0 <si
<5.0
<2.0
<2.0
<I 0
<LO
<1.0
<LO
<1.0
<1.0
<1.0
<2.0
<1.0
<1.0
<1.0
<1.0
<I 0
<1.0
<2.0
<J.0
<LO
<I 0
68
;J
,0
,0
42
59
15
6J
70
" 36
31
38
21
29
20
19
18
Due To Jbstruction
Due To Jbstructkm
Due To J~tructX:m
<LO 2.8
Well Went
Well
Wcll
<1.0
<1.0 -<1.0
<1.0
<1.0
<LO
Went
Went
6.2
3.8 -75-
3.9
3.6
2.1 "
200
- - -Table 9 -
3.8 n
2.6
4.3
3.2
2.1
39
2.3
19
1.2
<1.0
<1.0
"0
<10
<!.O
<I 0
3.4
O,y
O,y
O,y u
<1.0 -<To-
<1.0
<1.0
<1.0
28
Groundwater Quality Summary
Macon/Dockery Site
Richmond County, North Carolina
Page3of12
<1.0
<1.0
<1.0
<LO
<1.0
<1.0
<LO
<2.0
<1.0
<1.0
<1.0
<LO
<LO
<I 0
<2.0
<1.0
<1.0
<1.0
<1.0
<l.O
<10
<l.O
<!.O
<LO
<LO
<1.0
<1.0
<LO
<l.0
<1.0
<I 0
<2.0
<IO
<JO
<1.0
<JO
<IO
<l.O
<10
<l.O
<JO
<LO
<I 0
<1.0
NA -<i.O
<IO
<1.0
<10
<!.O
<10
<l.O
II
<LO
<l.O
<2.0
<1.0
<l.O
<l.O
<l.O
<1.0
<l.O
<2.0
<1.0
<l.O
<l.O
<l.O
<l.O
NA -<To-
<1.0
<1.0
<l.O
1000
<3.0
<3.0
<3.0
<3.0
<3 0
<3.0
<3 0
<6.0
<3.0
<3.0
<3 0
<3.0
<3.0
<3 0
<6.0
<3 0
<3.0
<3.0
<3 0
""
<IO
<IO
NA --;:-,;-
'" <10
<IO
3500
34
4)
180
95
89
24
33
160
94.8
<IO
92
41
29
4l
53
140
95
110
120
Not
Not
No<
320
II -lT
28
<IO
<10 '
,0
-
270
310
!JOO
830
;go
170
190
890
1533
<50
510
230
160
240
260
700
480
390
64
Sampled
Sampled
Sampled
!20
<50 -;;A-
73
N,\
NA
1000
-
<5.0
<SO
<5,0
<5.0
<5.0
<5.0
<5.0
6l
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
5.1
<5.0
<5.0
Well w,n w,n
<5.0
<1.0
<1.0 -:\JA-
<Lo
NA
NA
1100
I )lXl
5100
3200
2800
670
810
4300
3190
36
2400
970
640
1100
1300
3700
2500
1900
Not
Not
No<
230 -= Boo,=
Because
790
22
19
280
<5.0
6.0
50
- -
61
70
260
160
160
41
52
240
153
<40
140
62
46
68
78
210
140
140
Sampled
Sampled
Sampled
<40
Well
Well
Well
160
<40 -:"A
<40
NA
N'A
JOO
100
120
490
270
250
" 77
<50
265
<50
210
87
56
98
110
330
230
170
J,0
150
660
390
340
110
92
530
362
29
300
120
96
140
160
430
290
270
Due To Obstruction
Due To Obstruction
Due To
54
Went
Went
Went
100
<50 -NA
<50
'.>IA
NA
50
ObstrucllOn
250
D,y
O,y
O,y
1100
<20 -NA-
46
NA
NA
5000
-
<0.30
<0.30
0.94
0.47
045
<0 30
<0.30
<0 30
<I
<0.30
<0.30
<0.30
<0.30
<0.30
<O 30
<0.30
0.37
19
60
0.31 O.IB
I.I
<0.30
<0.30 ,
II
12
62
38
4.J
99
II
4l
29
8.7
22
II
49
9.0
9.0
33 0
20 0
15.0
5.7
120,0
<3,0 -<3.0
<3.0
<3 0
<3.0,
15
-
NA
NA
;'IA
NA
NA :--A
'.\A
NA
NA
NA
};,\
"'.'IA
NA
NA
:-SA
:--A
NA
NA
NA
<0.20
NA -;:rA-
N'A
NA
NA
I.I
NA
NA
NA -NA-
N'A
NA
NA
154
2000
1800
531)()
2100
NA
360
560
2500
1900
540
1600
490
no
,180
7.10
1600
1300
1100
1600
590
l!!!!!!!!I
-
........ 0 .. 11...,
R~~':!,_
s..,.......ioaJIU,O
2/131)996
2113/19%
.5/2/!9%
8/!1!996
11/711996
21.5/1997
.5/]31!997
81.5/1997
]J/12/1997
2.1.5/1998
j,16/!998
&/6/!998
11/311998
211111999
5/12/1999
&16,11999
IJ/211999
2/li/2000
.5/912000
&/3/2000
l/1&'2001
//ll/200!
1/1612002
7/31/2002
l/2&12003
i/1012003
!/131200~ -.vsi2oo.T
61281200-4
l012ll2(X}.l
ll28J2005•
-
<IO
<l.0
<1.0
<IO
<1.0
<IO
<l.0
<1.0
<IO
<l.0
<1.0
<1.0
<1.0
<IO
<l.0
<LO
<1.0
<1.0
<l.0
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0 -<LO
<1.0
<1.0
<1.0
-
8.4
'' 7.5
3.7
7.1
26
16
I 7
19
32
24
30
33
24
29
l7
16
33
28
16
23
J,l
24 1,
10
13
13 -13-
1,
12
JO,
<l.O
,1 0
<!.O
48
<!.O
<1.0
<!.O
<LO
<1.0
<l.0
<LO
<LO
<LO
<1.0
<!.O
<LO
<LO
<LO
<l.O
,1 0
<l.O
<l.O
,1 0
<1.0
1.80
<l.0
<l.0 -.ro-
<l.O
<1.0
<1.0
-
<LO
<l.O
,1 0
14
,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
<'.[.Q
<1.0
<I 0
,1 0
<1.0 <20-
<1.0
<1.0
<2.0
Rernediati,m Performance Stinda 3500 70
NA= Not Anal~,£00_ DL., Dilution Ut'P · <l,plicc,
L__
-
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<1.0
<2.0
<2.0
<2.0
<2 0
<2.0
<2.0
<2.0
<2.0 ,,o
<2.0
<2.0
<1.0
<2.0
<2,0
<1.0
<2.0
<2.0
<2.0
<5.0
75"o
<5.0
<2.0
<2.0
<1.0
,1 0
<l.O
5 2
<1.0
<1.0
<1.0
<LO
<LO
<LO
<1.0
<1.0
<!.O
<LO
<LO
<1.0
<1.0
<LO
<I 0
<LO
<1.0
<1.0
<1.0
,1 0
<1.0
<1.0
<1.0 -<Iii
<1.0
<1.0
,1 0
-
<1.0
<LO
<l.0
1.7
<1.0
<1.0
<l.O
<l.0
<l.0
<LO
<l.0
<l.O
<l.O
<1.0
<l.O
<l.0
<l.O
<l.0
<1.0
<!.O
<1.0
<LO
<l.O
<l.O
<I 0
<LO
<l.0 -<TO
<1.0
<1.0
<1.0
- -- -
<1.0
<l.O
<1.0
20
<1.0
<1.0
<l.0
<l.O
<1.0
<LO
<1.0
<1.0
<1.0
<1.0
<LO
<1.0
<LO
<1.0
<1.0
<1.0
<1.0
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
-<T'0-
<1.0
<1.0
<1.0
28
Table 9
Groundwater Quality Summary
Macon/Dockery Site
Richmond County, North Carolina
Page 4 of 12
<!.O
<!.O
<l.0
<l.O
<1.0
<1.0
<1.0
<1.0
<LO
<1.0
<1.0
<1.0
<1.0
<l.O
<l.O
<l.O
<l.O
<1.0
<1.0
<1.0
<l.O
<1,0
<l.0
<1.0
,1 0
<!.0
<l.0
<11'
<LO
<1.0
,1 0
<1.0
<1.0
<1.0
<LO
<1.0
<1.0
<1.0
<I 0
<LO
<I 0
<!.O
<l.O
<l.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<1.0
<1.0
<1.0
<1.0
NA -<1.0
NA
<1.0
<1.0
<1.0
,1 0
,1 0
<l.O
I 2
<l.O
<LO
<1.0
<LO
,1 0
<1.0
<l.O
<1.0
<1.0
<l.0
<1.0
<l.0
<1.0
<1.0
,10
<1.0
<1.0
,1 0
<1.0
<1.0
<1.0
KA
-<TO-
NA
<1.0
<1.0
1000
<l 0 ,, 0
<3.0
<3,0
<3.0
<3.0
<30
<3.0
<3.0
"0 <3.0
,, 0
<3.0
<3.0
<3.0
<3.0 ,, 0
<l0
<3.0
<3.0
<3.0
"0
<3 0
<3.0
<3 0
<3.0
NA <2~
NA
<3.0
<3 0
400
<IO
<IO
<IO
<IO
<IO
<IO
'10
,10
<IO
<10
<IO
,10
<IO
<IO
<10
<IO
<IO
<IO
<IO
<10
<IO
<10
<10
<IO
<10
'10
NA -72r
NA
<10
<10
3500
" 57
<IO
qo
,10
,10
,10
,10
'10
,10
,10
<IO
38
20
<IO
,10
10
,10
II
" <IO
,10
<IO
,10
,10
II
~A -<To
<IO
,10
• <10
50
-
320
370
65
86
82
94
89
92
140
79
13-0
llO
l!0
190
llO
150
160
120
160
180
120
100
96
120
63
240
NA -KA-
88
NA
74 •
1000
-
,,o
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
,,o
<5.0 ,,o
<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
<LO
NA -NA-
<1.0
NA
NA
3500
3700
2400
2500
2700
2500
2500
<5.0 ,...,
2800
2500
2400
3000
2800
2500
2500
2400
2500
2500
2500
2400
2200
2400
2200
960
2300
XA
2300
2100
2000
1900•
,0
-
40
'"° '40
<40
'"° ,40
'40
'40
<40
,40
'"° ,40
'40
,40
,40
,40
<40
'40
<40
<40
,40
,40
'40
<40
<40
'"° NA -r.~
<40
NA
NA
100
\JO
140 ,,o
''° ,50
,50
,,o
,,o
,50
,50
,50
,50
74
,50
"° <50
,,o
,,o
,,o
,50
<50 ,,o
,,o
<50 ,,o
'"' ~A -N,\
'"' NA
!-,:A
50
-
230
250 ,,o
2l
,20
,20
,20
20
48.1
,20
30
,20
140
68
28
42
45
,20
41
80
,,o
,20
<20
,20
,20
<20
KA -NA-
,20
NA
<20.
5000
l!!!!l!I
<O 30
<O 30
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
,1
<0.30
<0 30
<0.30
13
<0.30
<0.30
<0.30
<O 30
<0.30
<0 30
<0.30
<0.30
<O 30
0.91
0.91 ,o 30
°' NA
<030
:-:A
<0.30
NA
32
28
<3 0
<3.0
<3.0
,3 0
,, 0
,3 0
4.3
38
4.7
4.5
14
8.1
<3.0
" 45
<3.0
<3.0
6.2
,, 0
<3.0
<3.0
,, 0
<3.0
<3.0
NA -<3.ii
NA
<3.0
NA
15
== liiliil
NA
NA
NA
NA
NA
NA NA
NA
NA
NA
NA
NA
NA
'A
NA
NA
:-.iA
NA
KA
NA
NA
NA
NA
N"A
NA
NA
NA -NA-
NA
NA
NA
LI
<IO
19
,10
NA
NA
NA
NA
NA
NA
NA
NA
NA
'A
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA -NA-
NA
NA
NA
154
1100
1000
15
79
38
49
ll2
28
130
13
91
57
390
160
30
130
!30
81
100
170
66
26
21
II
8
29
II -6-
0
<5.0
-<5.0
iiiil
--
Macon Source Ard!
~.1\\' 1A 2113'19%
(DUP)
512/!996
512119%
if31/19%
l J/6/l9%
2/4'1997
5112/1997
8/6/l99i
(DUPLICATE2) 11112/1997
!]1!2/1997
2/511998
5icill998
(DUP 2) 5/6/1998
8.li/1998
(DUP-2) 817/1998
(DUP-2)
{DUP-2)
(DUP-2)
(DUP-2)
(DUP-2)
(DUP-2)
(DLiP-2)
(DUP-2)
(DUP-2)
(DUP-2)
(DUP-2)
(DUP 2)
(DUP 2)
(DUP2)
(DUP 2)
(DUP 2)
(DUP2)
11/4/1998
ll/4'1998
2110/1999
21!0/!999
51131)999
5/!3.1!999
8/6/1999
8/6/1999
l ]/311999
I J/311999
2/li/2000
2/li/2000
5/&12000
518/2000
&/2/2000
S/2/2000
l/]i/2001
l/]i/2001
i/11/2001
7/1112001
l/1512002
1115.'2002
7/30/2002
7/30/2002
1/28/2003
1/28/2003
i/10/200)
7/1012003
l/1312004
!/1312004
6/28/2004
612&!200-1
1/2812005 •
1/28.'2005 •
-
<:l.O
<1.0
<1.0
<1.0
<1,0
<l.0
<LO
<20
<2.0
<2.0
00
0.0
0.0
'" '" '" '" <25
'" <25
<25
'" '" '" '" '" '" '" '" '" '" '" ,,o
,,o
,,o
,,o
,,o
,,o
,10 ,,o
<JO
<2.0
<2.0
'2.0
<5 0
0.0
<5 0
<2.0 •
'2.0
-
3.6
" 3.4
11
2.i
I 8
,20
<2.0
<20
<5.0
" 58
<25
<25
<~5
<25
<25
<25
<25
<25
<25
<25
<25
<25
<25
<15
<15
<25
<25
<25
<25
<10
19
19
<10
,10
,10
<JO
<JO
,10
3.1
30
2.7
<5 0
<5.0
<50
8.1 •
8.5 •
lO
13
18
<LO
4
53
36
35
74
61
110
170
140
-170
380
680
740
750
400
870
880
630
750
650
710
630
610
740
730
460
4110
400
370
370
320
320
310
340
360
330
310
73
71
88
51
98
90
300.
JIO
-
5 .1
7.7
9.3
<1.0
13
14
])
<2.0
<2.0
<2.0
51
16
13
"' <25 ,,,
<25
,25
<25
,25
,25
,25
,25
<25
<25
<2:'i
<15
<25 ,,,
,25
<25
<25
,10
<10
<JO
,10
<10
,10
,10
<JO
<JO
2.2
2.2
,40
<JO
<JO
<JO
<2,0
<2.0
Remedilltion Perf,nnance Standa 3.500 70
NA-N"ot Analy,..ed DL = Dilution Dll'· ~l!<a1t
-
<2.0
<2.0
<2,0
<10
<2.0
,20
<2.0
"0
<4.0
<4.0
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<JO
<JO
,50
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,,o
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,50
<50
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,50
<50
,50
<50
,50
,50
,50
,50
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,50
<120
<20
,20
,20
<20
,20
,20
<20
,20
<20
<40
<4.0
<JO
,25
'" <25
"0
<40
<1.0
<1.0
<LO
<l.O
2.3
2.7
<1.0
<10
4.1
)6
" 22
21
<25
29
)3
80
37
62
" ,>\
55
43
49
41
" 40
35
'4
44
38
35
41
48
33
27
31
29
l2
11
35
35
36
<50
<5 0
<50
41 •
·'2
-
7.4
4.7
6.5
<1.0
J.j
1.6
" 9.6
16
14
23
]6
38
78
64
9)
J !O
130
85
150
150
110
130
99
JOO
87
87
64
61
61
64
" 47
51
'3
42
37
34
)5
24
23
12
11
91
5.7
8
200
- ----Table 9
Groundwater Quality Summary
Macon/Dockery Site
Richmond County, North Carolina
22 <1.0
20 <1.0
26 <1.0
<1.0 <1.0
21 <1.0
19 <l.O
12 <l.O
<2.0
9.2 <2 0
8 4 <2.0
l2 <5 0
20 <5.0
21 <5 0
<25 <15
<25 <2j
<25 <25
<25 <25
25 <25
<25 <2'
<25 <2j
<25 <25
<25 <25
<15 <25
<25 <25
<25 <25
<25 <25
<25 <25
<25 <25
<25 <25
<25 <25
<25 <25
<25 <25
<10 <10
!O <!O
11 <10
<10 <10
<10 <IO
<10 <10
<10 <10
<10 <JO
<10 <10
5 ! <2 0
<2.0
4 l <2.0
<5.0 <5.0
<5.0 <5.0
<5.0 <5.0
6.7, <2.0
69 / <2.0
2.8
<1.0
<I 0
<1.0
<1.0
<I 0
<I 0
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<50
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"' <15
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'" "' <25
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Pae
,1 0
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<JO
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<10
1000
<3.0
<3.0
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<3.0
<30
<3 0
<6.0
<6,0
<60 ,1,
,15
<15
,75
<75
<75
<i5
,75
<i5
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,75
<75
<75
<75
<75
,75
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"0
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<250
<250
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<250
<250
<250
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"-2.50
<250
"-2.50
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"-250
<250
<2.50
<2.50
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<620
<620
<150
<JOO
<100
,100
<JOO
<100
<JOO
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<JOO
<JOO
<20
<20
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<120
<!20
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<20
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3500
<10 190
<!O 150
<10 1-10
<10 120
<10 I JO
<10 100
<10 94
<JO lOO
<10 103
<10 !06
<!0 !JO
<10 120
<10 120
<10 110
<10 110
<10 120
<10 BO
<10 BO
<10 130
21 130
<10 120
<10 BO
<JO BO
<10 120
<10 120
<10 130
<10 130
13 1-10
27 140
<10 BO
13 130
<10 210
<10 180
<10 150
<1.0 l.50
41 320
37 300
<10 150
<!O 150
<!0 140
<10 130
<10 190
<10 190
NA 1':A
NA NA
<10 160
<10 160
<JO• 120 •
<10 ' 120 •
5-0 1000
- -
<5.0 ].IQ <40
<5.0 26 <40
<5.0 19 <40
<5.0 25 <40
<5.0 13 <40
<5.0 <5 0 <40
<5.0 6 <40
<5.0 6 7 <40
<5.0 25.3 <40
<5.0 41.-i <40
<5.0 6.8 <40
(5 0 <5.0 <40
<50 <50 <40
<5.0 5.8 <40
<5 0 <5.0 <40
<:5.0 <5 0 <40
<5.0 <5.0 <40
<5.0 <5 0 <40
<5.0 <5 0 <40
<5.0 12 <40
<5.0 9.0 <40
<5.0 5.7 <40
<5.0 <5 0 <40
<5.0 <5 0 <40
(5 0 <5.0 <40
<5.0 <5 0 <40
<5.0 <5.0 <40
<50 88 <40
<5.0 -18.0 <40
<5.0 5 8 <40
<5.0 8 6 <40
<5.0 10.0 <40
<50 84 <40
<5.0 IO O <40
<5.0 6.1 <40
<5.0 390 0 <40
<5.0 370.0 <40
<5.0 20.0 <40
<5.0 16.0 <40
<5.0 6.3 <40
<5.0 <5.0 <40
<1.0 17.0 <40
<1.0 15.0 <40
NA NA '.\!A
NA NA NA
<!.O <5.0 <40
<!.O <50 <40
NA· <50• NA'
;'iA <5.0 • :-;A
50 JOO
,50
'"' '"' ,50
'"' ,,o
'"' <50
<50
,50
<50
,50
'"' ,50
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<50
<50
,50
'"' '"' ,50
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"' <50
<50
,50
<50
<50
,50
<50
,50
'"' <50
<50
<50
<50
<50
<50 ,,o
<50
NA
:,./A
<50
'"' NA·
NA
5-0
- -
3-l <0.JO
<20 <0.30
<20 <0.30
31 <0.30
<20 <0.30
<20 ..:o 30
<20 <0.30
<20 <O 30
<20 <I
<20 <I
<20 <0.30
<20 <0.30
<20 <0 30
<20 <0.30
<20 <0.30
<20 <0.30
<20 <0.30
<20 <030
35 <O 30
82 <0.30
22 <O 30
24 <0.30
72 <03 0
45 LI
34 <0.30
<20 <0.30
<20 <0.30
21 <0.30
410 <0.30
20 <O 30
52 <O 30
34 <0.30
24 <O 30
48 <0.30
3! <0.30
!90 0 85
130 0.38
62 0 6i
22 <0.30
<20 <0.30
<20 <0.30
-16 <082
39 <0.85
NA NA
:-SA NA
41 NA
Si· NA
<20• NA-
<20 :-:A
5000
,30
<3.0
,30
<30
<3,0
<3.0
<3.0
<3.0
<3.0
<30
88
<30
<3 0
<3.0
<3.0
<3 0
,30
<3.0
<3.0
<3.0
<3.0
9.1
69
<3.0
<3.0
,3 0
<3.0
,30
<3.0
<3.0
,30
<3.0
<3.0
<3.0
<3.0
i.4
6.2
<3 0
<3.0
<3.0
<3.0
" 3.3
NA
NA
:-.A
NA
NA,
:-SA
15
111!!!!1
NA
NA
NA
NA
NA
:,.;A
NA
NA
NA
NA N,,
NA
:,.;A
NA
NA
!'-l"A
NA
NA
NA
NA
NA
:,.;A
!'-l"A
/\.A
:-;'A
NA
NA
NA
NA
NA
NA
;-.JA
NA
:-.A
:-.A :-.A
};A
KA
NA
M
NA
NA
NA
NA
NA
NA
:-.A
NA·
NA
LI
,10
<JO
,10
:-:A :-.·A
NA
:-.A
NA
NA
>:A
NA
NA
I\A
NA
NA
SA
NA
NA :-:A
NA
NA
M
;>;A
:-;'A
:-;A
:,.;A
NA
NA
SA
NA
NA
NA
NA
NA
:,.;A
>l"A
:,.;A
!',;A
>l"A NA
NA
!\A
NA
NA
NA
NA
NA
:,0:,\ I
NA
15'
54
15
<5.0
:,.is
<5.0
<5.0
' 8
<5.0
8
<5 0
<50
<5.0
<5 0
<5.0
<5.0
50
6.0
6.0
<5 0
<5.0
<50
"0
<5.0
5.0
130
28.0
90
<5.0
80
85
!2.0
<5 0
110.0
150.0
12 0
10.0
<5.0
<5.0
<50
<5.0
<50
i.O
6.0
<5.0
50.
5.0 ,
liiiiii
-
Macon Sourc~ Area
MW 9 2/13119%
(DUP)
fDUP 2)
(DUP-1)
(DUP-1)
(DUP•I)
(DUP-l)
(DUP-l)
(DUP-l)
(DUP-1)
(DUP-1)
(DVP-1)
(DUP I)
(DUP l)
5/2'\9%
7/31/1996
7/31/1996
l l/6/1996
215/199i
5112/1997
8161199i
111!2/!9-Ji
2/5/1998
2/511998
5/6/1998
S.'i/1998
8/i/!998
11/311998
I 11311998
2/l0/!999
2'1011999
5/1311999
5.']31)999
8/5/1999
&1511999
I !/2/1999
111211999
2/1712000
1/1712000
5/&12000
5/S/2000
8/3/2000
8/3/2000
)/l 7/2001
i/! 1/2001
71111200!
l/16/2002
7/30/2002
l/2&'2003
711012003
7/10/2003
J/1312004
6/28/20().1
1/2812005 r
1/2812005 '
-
<1.0
<LO
,10
<JO
<5.0
,1 0
<2.0
<2.0
<1.0
"·' ,10
,10
<5.0
<JO
,10
<JO
<5.0
<JO
<JO
,10
<JO
<JO
<25 ,,, ,,, ,,,
<25
"' ,,, ,,,
<l 0
<l.O
"·'
<l.0
<l.0
<1.0
<2.0
<LO
<LO
120 <10 25
130 <10 160
250 <10 340
190 <10 320
170 <5.0 100
76 8.2 13 so 52 ~
56 22 43
48 33 47
150 12 310
100 <!0 220
61 54 250
90 140 350
59 110 310
62 160 300
56 200 280
75 110 130
71 150 160
73 2i0 250
80 220 200
5..t !60 ]40
47 150 150
<25 580 320
<25 560 340
<25 520 250
<:5 510 240
<25 510 220
<25 530 WO
<25 400 190
<25 410 180
71 45 19
55 24 5.1
9.9 130 <5.0
Not Sampled Due to
Not Sampled Due 10
Not Sampled Due to
38 51
36 6.6 40
32 <2.0 38
3.5 23 <4.0
31• 60· 10,
37, 60· 11~
Remediation Perform.mce Stmda 3500 70
NA -Not Arulyzed DL ._ Dilution DCT·dupl«m,
--
14
<20
,20
,20
<JO
<2.0
<40
<4.0
<2.0
<JO
,20
"' <JO
,20
,20
,20
,10
,20
,20
,20
,20
<20 ,,o
,,o
,,o
,,o
,,o
,,o
,,o
,,o
<4.0
<40
<JO
D,y
D,y
D,y
<40
<40
<JO
<JO
<2.0
<2.0
16 <10
<10 <10
18 <JO
<!O <10
<.5.0 7
! 8 2.6
6 9 12
6 6 7.4
12 11
<5.0 6
<IO <10
16 <10
27 36
20 28
22 2i
23 30
18 !9
18 24
30 " 22 42
17 34
24 41
49 98
49 100
51 98
" 88 69 89
44 64
56 72
59 74
13 4.5
10 3.7
<5 0 29
ondJ.tiCIIIS
onditions
ondillons
4.5 <2,0
4.6 <2.0
4 6 <2.0
5.1 <2.0
15 • 9.3 '
1.5 • 9 6 ·
100
--- --
JO
D
24
21
11
1.3
J.J
,\.6
9.5
39
l4
65
,JO
JI
J2
32
22
l4
" 27
18
22
46
47
42
J9
39
J6
36
35
'6
J6
<5.0
24
<2.0
<2.0
9.Y
9.6-
2.8
Table 9
Groundwater Quality Summary
Macon/Dockery Site
Richmond County, North Carolina
Page 6 of 12
" 160
190
JOO
7.5
4.2
6.4
16
JOO
47
lO
30
19
19
<JO
32
26
" 26
29
l6
'" <ll
'" <ll
'" '" '" '" 24
JO
<5.0
14
JI
14
<2.0
48'
5.0 •
<JO
,10
<JO
<JO
<.5.0
14
<2.0
<2 0
<1.0
<.50
,10
,10
<5.0
,10
,10
<10
<.5.0
<10
,10
<JO
<JO
<JO
<25 ,,,
<25
<~5
'" <25
<2'
<2'
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2.0
<1.0
<1.0
<JO
<JO
<10
<JO
<5.0
<I.O
<2.0
<2.0
<l.O
'" <JO
<JO
'" <JO
<JO
<JO
<5.0
<JO
<JO
'" '" <JO
'" <25
,25
<25
'" '" '" <25
'" <:l.O
<50
<2.0
,2 0
<20
<1.0
<l.O
<LO
1000
<30
9.8
<JO
,30
13 ,,
'" <6.0
<lO
<15
<30
<JO
<15
<JO
<30
<JO ,1,
<JO
<30
<30
<30
<30
<75
<75
<75
<75
<75
<75
'" <75
<6.0
<6 0
<15
<6.0
<6.0
<4.0
<4.0
<3.0
<l.0
JOO
160•F32 1200 7400
190 300 3300
<10 210 l300
120 170 l!OO
220 47 530
100 26 810
<20 68 1100
89 160 1800
<10 75.7 1070
<50 43 690
<JOO 39 810
<JOO 3l 760
<50 1.5 900
<lOO <JO 660
'-100 73 1300
<!00 69 1200
<10 16 590
<JO 18 570
<100 58 1200
<JOO 52 940
<100 83 1700
<JOO 41 990
<'.250 1130 2200
<250 1200 3400
<250 no 1600
<'.250 170 1400
HOO 69 650
<'.250 66 590
<620 160 1400
<620 190 1.500
<20 38 1700
<20 66 1200
<50 90 220
Not Sampled
Not Sampkd
Not Sampled
34 <10 400
150 <JO 400
<50 <10 3-10
<50 79 1700
<10 22• ~50'
<10 44• ',40.
3.500 1000
6.1
<'.5.0
<5.0
<5.0
<5.0
<5.0 ,,o
'" <5.0
,,o
<5.0
'" <5.0
'" <5.0
<5,0
<5.0
<5.0
<'.5,0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
°"' \)w,
°"' <l.O
<l.O
<!.O
<1.0
NA
~A
---
7800 1800 500 790
5600 520 1-IO 210
.3900 290 78 ! 40
4700 230 61 130
5100 84 <50 33
4900 60 <50 42
3900 <40 <50 51
5000 360 67 liO
4400 162 <50 81.4
4900 88 <50 39
5000 82 <50 36
7900 46 <50 26
6800 6 I <50 30
5800 54 <50 <20
5300 !90 <50 79
.5800 !80 <50 64
3700 49 <50 30
3600 49 <50 29
3100 I !O <50 56
3200 100 <50 59
4000 200 <50 83
-1100 110 <50 52
520 680 110 210
950 1200 220 360
300 400 66 120
260 350 59 99
85 84 <50 42
84 77 <50 62
260 3!0 54 120
290 340 61 130
5600 95 <50 52
<1900 I 20 <50 79
300 <40 <50 62
To Dry aiditions
To Dry cnditions
To Dry aiditions
6800 <40 <50 <20
5500 <40 <50 <20
3100 <40 <50 35
3600 150 <50 63
3400' NA NA 3i,
3600 • N"A NA 58 '
50 JOO 50 5000
-
2.6
<0.30
<O 30
<0.30
<0,30
1
<0.30
18
<\
<O 30
<0.30
<0 30
<0.30
<0.30
0.70
0.50
<O JO
<0.30
0.39
030
0.79
0"
<0.30
0.39
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
1.10
0.--16
<O 30
<0.30
<Q 30
<0.30
<0.30
0 Jl ,
NA
3'
12
12
9.6
<3.0
<3.0
35
J5
<JO
5.J
37
<JO
<3.0
<J 0
<J 0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
8
JO
15
5.2
42
<JO
<3.0
60
62
<JO
32
130 0
<3.0
<3.0
<JO
<3.0
<3 0 •
<3.0 ·
15
-
N,\
N"A
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
<0.20
<0.20
<0.20
<0.20
<0.10
<0.20
0.59
0.58
0.73
061
0.26
0.31
I.I
0 9i
<0.10
" I.I
NA
<0.20
NA
NA
NA
o,,
<JO
<JO
NA
:,./A
NA
SA
NA
NA
NA
NA
NA
;'iA
NA
NA
NA
NA
SA
NA
NA
NA
:-.A
NA
!\A
NA
NA
NA
NA
NA
'.',/A
NA
:-:A
NA
NA
)';A
SA
NA
NA
NA
NA
-
890
I 700
830
9,10
260 J.m
''° 750
600
240
210
61
39
34
180
270
140
140
~20
250
270
220
1900
160\\
1200
1100
.12
120
510
570
470
380
200
53
" JO
570
54 •
120 ,
l!l!!!!!I
-liiill
~aeon Sow-ce Area
MW,\! 2/1411996
5/211996
7/3011996
lJ/6/19%
2/4/1997
511211997
&16/1997
11/131]9:)7
2)5!!998
5/6/1998
8.1711998
11/411998
2/10/1999
5'1211999
&15/l99,)
JJ/2/1999
2/17/20-00
5/&12000
8'3.'2000
1/1712001
7/1112001
1/1512002
7/3012002
112812003
7/10/2003
!/13'2004
6128.'2004
!128/2005
-
<1.0
<1.0
<LO
1.5
<l.0
<l.O
<1.0
<1.0
<l.0
<1.0
<l.0
<1.0
<l.O
<1.0
<1.0
,1 0
<l.0
,10
<l.0
<1.0
<1.0
<LO
<1.0
<LO
<1.0
<1.0
<1.0
<1.0
Remedi.lltion Perft-nnance Standa
-
<1.0
<1.0
<1.0
q 0
<1.0
<l.O
<l.O
'1 0
<l.0
<1.0
,1 0
<I 0
<LO
<I 0
<l.0
<1.0
q 0
<1.0
<1.0
<1.0
<1.0
<LO
'1 0
<1.0
<1.0
<1.0
<1.0
<1.0
,, ,,
5.3 ,.,
" 6.1
1.9
' 3.3
3l
1.6
16
IA
1.8
<LO
IA
2.1
1.9
<1.0 ,.,
2
1.6
L5
<1.0
<1.0
<l.O
<LO
<l.O
-
<l.O
<10
<1.0
<1.0
<1.0
<1.0
<LO
<I 0
<LO
<1.0
<1.0
<l.O
<LO
<1.0
<LO
<1.0
,10
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<2.0
<JO
<1.0
70
-
<2.0
<2.0
<2.0
<2,0
<20
<2.0
<2.0
<2.0
<2.0
<20
<2.0
,20
<2.0
<2,0
<2.0
<2.0
<2.0
<2.0
,20
<2.0
"0
<20
<2.0
<2.0
<2.0
<5.0
<5.0
<2.0
<1.0
<1.0
<1.0
<l.O
<l.0
<I 0
'1 0
<I 0
<1.0
<1.0
<1.0
<1.0
<1.0
<J.O
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<l.O
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
LI
<1.0
,1 0
<l.O
<1,0
<1.0
<1.0
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
LI
<1.0
<1.0
<1.0
<LO
<1.0
<1.0
<1.0
200
- - - --
5.7
5.8
85
8..l
8
2.9
6'
5.9
" 1.9
Z.6
29
J.l
16
2.5
3.3
2,6
1.5
1.2
2.6
2A
1.9
<l.0
<l.O
<IO
<1.0
1.1,
Table 9
Groundwater Quality Summary
Macon/Dockery Site
Richmond County, North Carolina
Page 7 of 12
<1.0
<!.O
<I 0
<1.0
<1.0
<1.0
<1.0
<l.O
<1.0
'1 0
<1.0
<J.O
<10
<!.O
<I 0
<!.O
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<J.O
<1.0
<1.0
<!.O
<LO
<10
<I 0
<I 0
'1 0
<1.0
<!.0
<1.0
<1.0
<1.0
<10
<1.0
<1.0
<1.0
'1 0
<I 0
<1.0
<1.0
,10
<1.0
<1.0
<1.0
<1.0
<J.0
<1.0
<1.0
NA
NA
<10
<IO
<1.0
,1 0
<1.0
<1.0
<LO
<l.O
<1.0
<1.0
<l.O
,1 0
<1.0
,1 0
<IO
<I.O
<1.0
<1.0
<1.0
<1.0
<I.O
<1.0
<J.O
<l.O
<LO
<1.0
NA
NA
<1.0
1000
<3.0
<3.0
,30
<3 0
<3.0
<3.0
<3.0
<3.0
<3.0
<30
<3 0
<3.0
<3,0
<3.0
<3.0
<3 0
<30
<3 0
<3 0
<3.0
<3.0
<3.0
<3.0
<3 0
<3.0
NA
NA
<3,0
100
,10
,10
,10
<10
<10
'10
,10
<10
<10
<10
<10
<10
,10
<10
<10
<10
<10
<10
,10
<10
<10
<10
<10
<10
<10
NA
1'A
<10
3500
<10 160
<10 93
<JO 120
<10 90
<10 98
<10 86
18 220
16 6 120
<10 99
<IO 98
<10 110
<10 110
<JO 100
<lO 99
!6 220
<10 170
l l 120
!6 130
11 230
14 200
<10 180
52 MO
19 420
31 90
<10 100
22 140
47 160
<10' 110,
50 1000
<5.0
<5 0
<5.0
<5.0
<5.0
<5.0
<5.0
<50
<5.0
<5.0
<5.0
<5.0
,,o
<5.0
<50
<50
<5.0
<5.0
<5.0 ,,o
<5.0
1' ,,o
<5.0
<1.0
<1.0
1.5
NA
-
85
13
35
10
18
9.7
130
3'6
1'
1'
31
17
IJ
10
100
66
22
18
93
78
68
660
330
10
II
18
91
1'.
50
-
<40
<40
<40
<40
,40 ,.w ,.w
,40
<40
,40
<40
<4-0 ,.,
<40
,40 ,.w
<40
<40
<40
<40
<40 ,.w ,.,
<40
<4-0
<4-0
<4-0
KA
100
<50
<50
<50
<50
<50
<50
<50
,,o
,,o
<50
,,o
<50
,,o
<50
<50
<50
<50
<50
'50
<50
,,o
170
54
<50
<50
<50
<50
NA
50
- -
30 <0.30 3 2
23 <030 6.i
21 <O 30 <3.0
<20 <0 30 <3 0
26 <030 <30
<20 <0.30 <3 0
45 <O 30 5.3
20.7 <1 <3
<20 <0.30 I 1
<20 <0.30 <3
<20 <030 42
22 <030 <30
24 <0.30 <3.0
24 <0.JO <3.0
84 <0.30 4.8
29 <0.30 <3.0
<20 <030 <30
46 <0.30 <3.0
40 <0,30 4 0
34 <030 44
30 <0.30 3.3
I /0 <0.30 20.0
73 <0.30 15.0
24 <0.30 <3 0
<20 <0.30 <3 0
34 <0.30 <3.0
39 <030 <30
<20, <030, <30•
5000 15
-
NA
NA
KA
NA
NA
KA
1\'A
NA
NA
KA
NA
};'A
NA
!\A
:,.;A
KA
KA
NA
NA
};'A
NA
:-SA
l'iA
NA
NA
NA
NA
NA
LI
-
.,oo
9
)2
53
<5.0
jOl)
110
" 10
60
21
<5.0
<50
410
290
)6
56
920
'80
180
2'00
1600
110
<5.0
16
330
9.0 _,
--
Macon Source Area
MW-l9 2/1311996
(DL) 2/131\996
(!JL)
5/2/l'X\i
5/2/1996
7131/1996
i l/6/1996
2/5/1997
5112/1997
&i6/1997
11/\2/1991
215/1998
5/6/1998
817/1998
J l/311998
2110/!999
5/13/1999
&!51199}
J!/2/!999
2/17/2000
518/2000
&13.'2000
)/18/2001
7/11/2001
1116/2002
7/3012002
1128/2003
7/l0/2003
1/1312004
6128'2004
J/2812005 •
-
<!.O
<1.0
<1.0
<LO
<IO
<1.0
<15
<50
<l.0
<5.0
<5.0
<LO
<5.0
<5.0
<1.0
<5.0
<5.0
<5.0
<5.0
<1.0
<2.0
<5.0
<1.0
<5.0
<5.0
<2.0
-
210E
240
55
42
<IO
14
<15
9.7
69 1,
<5 0
20
"' 19
<2.0
<5 0
<5.0
<50
<50
30
5.4
66
Not
Not
Not
Not
<LO
<5,0
9.8
II,
ll
<LO
13
5
51
llO
250
14
.J4
" 93
13
8.6
88
l6
<5.0
56
43
63
70
77
130
sampled
5'mpled
Sampled
Sampled
36
180
220
-
86
100
43
:n
89
no
120
'6
43
43
)0
27
92
78
13
26
16
9.4
II
" 16
20
Due to
Due to
Due to
Due to
1.6
<IO
12
20
Remediati= Perfonnance Standa 3500 70
:,.;A-Not.-\naly7..ed DL=Dilullon DUl'•~li<••
-
12
<2.0
<2.0
<2.0
<2.0
<20
'"' <IO
<2.0
<IO
<IO
<2.0
<IO
•<JO
<40
<IO
<IO
<10
<IO
'40
<40
<10
o,,·
o,,·
Ocy
Ocy
<2.0
<2'
<2'
<4 0
8.9
<10
1.7
<IO
48
16
" <5.0
18
13
7.5
14
14
20
7.6
9.4
55
<5.0
<5.0
5.0
12.0 no
omhtions
onditioM
ondilions
onditions
<1.0
6.7
33
"
-
1.5
<1.0
6.1
<1.0
" 44
75
8.2
ll
16
28
6.2
6.9
19
6.1
17
12
7.4
9.9
6.7
12.0
22.0
<LO
<5.0
20
23.
200
-.. -Table 9 -
59
<1.0
12
78
34
21
26
7.4
16
II
" 1-1
23
18
'° 60
<5.0
<5 0
<5.0
24
5.1
7.1
<LO
<50
<50
7.8 ~
28
Groundwater Quality Summary
Macon/Dockery She
Richmond County, North Carolina
Page 8 of 12
9l0E
660
IOOE
43
29
<JO
<ll
<5.0
" <5.0
<5.0
7.2
86
<50
<2.0
<50
<5.0
<5.0
<50
<2.0
<2.0
<50
<1.0
<5 0
<5.0
<2.0
4.1
<1.0
<l.O
<LO
I
<IO
<ll
<5.0
<1.0
<5.0
<5.0
<l.0
<5.0
<5.0
<2.0
<5.0
<S.0
<50
<5.0
<1.0
<2.0
<5.0
<l.O
<5.0
<50
<2.0
<I 0
<LO
<LO
<1.0
<1.0
<IQ
<25
<l 0
<10
<JO
<JO
<l.O
<lO
<5 0
<2.0
<5.0
<5.0
<5.0
<5.0
<2.0
<2.0
<lO
<1.0
<50
<j_Q
<20
1000
<3 0
<3.0
<3 0
<3.0
<3.0
<3.0
'" <15
<3 0
<15
<15
<l0
<15
<15
<60
<15
<15
<15
<15
<6.0
<6.0
<15
<3.0
<IO
<10
<6.0
400
24"F32
<IO
<10
<IO
,10
<JOO
<250
<50
<IO
,50
<50
<IO
,50
,,o
,20
,50
<50
,50
<50
<?O
'"' ,50
<IO
<;J2Q
<120
,20
3,00
210
'10
59
,10
18
'"' 5l0
<10
37
51.2
23
29
18
<IO
18
13
160
180
120
2000
2400
1900
570
48
130
i60 ,
,0
-
170
<IO
li0
,10
120
!30
120
94
DO
!47
90
97
170
130
IIO
89
200
BO
150
220
36-0
ll-0
Not
Nol
No!
Nol
85
93
160
DO'
1000
<50
<5.0
<5.0
,,o
<5.0
<5.0
<5.0
<5.0
<:5.0
<5.0
<:5.0
<50
<:5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<50
<5.0
<5.0
<5.0
<l.O
<1.0
<1.0
NA
-
3900
<5.0
3100
<:5.0
2900
2500
2800
2600
2600
2600
llOO
1800
3.100
BOO
I 700
1400
1800
1700
1400
1600
2100
2000
Sampled
Sampled
Sampled
Sampled
43-0
770
!300
1600 •
,0
-
87
<40
41
<40
78
150
91
<40
<40
46.5
<40
<40
44
<40
<40
<40
97
130
71
J,O
270
260
56
<40
65
l'>:A
100
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
51
69
<50
83
160
130
°"' Du,
Olli,
D«
<50
<50
<50
NA
50
-
<20
,20
<20
<20
<20
<20
24
<20
<20
26 2
<20
<20
31
25
43
<20
30
37
<20 ..
96
80
To
To
To
To
61
<20
21
46 ,
5000
--
<O JO
<0.30
<0 30
<0.30
<0 30
<0.30
<0.30
<0.30
<0.30
<LO
<0 30
<0.30
<0.30
<0.30
<0.30
0 30
<0.30
<0.30
<0.30
<0.30
0.85
066
Ocy
Ocy
Ocy
o,,·
<!..:I
<0.30
NA
NA
<3.0 0 51
<3 0 <0.20
<30 022
<3.0 <0.20
<3.0 <0.20
<3 0 <0.20
<3.0 <0.20
<30 012
<30 <010
<3.0 <0.20
<3.0 <0.20
<3.0 <0.20
<3.0 <0.20
<3.0 <O 20
<3 0 <0.20
<3.0 <0 20
8 8 0.32
4 8 0.25
<3.0 <0.20
<3.0 <0.20
9.2 0.81
9.4 0.35
Conditions
omlitions
ondition.s
onditions
<3.0 0,31
<3.0 I
NA <0.20
NA 0.72 ,
15
<IO
<10
<IO
,10
SA
:,.;A
NA
NA
NA
;'IA
NA
NA
NA
NA
NA
NA
NA
NA
:NA
NA
NA
:,.;A
NA
NA
NA
NA
154
53
<5 0
.17
<5 0
" 39
31
13
75
120
21
5l
15
7
14
10
390
660 .,oo
520
1300
1300
91
14
190
320 ,
liiliiiil
-
Upper ~1acon
MW-21
-
2/14/1996
5/2/1996
7130/19%
11/7/1996
2/411997
5112/199/
&16.11997
l l/il/19')7
2/6/1998
515/1998
&f(i.11998
! !/3/1998
2/IJ/1999
s11211m
S..'15/Im
l J/311999
1117/2000
5/9/2000
8/2/2000
)1!8.'2001
7/l !/2001
1115/2002
i/3012002
1128/2003
711012003
]/13'2004
6/2&'2004
l/2&'2005 •
-
<!.0
<LO
<1.0
<LO
<! 0
<1.0
<LO
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<l.O
<1.0
<!.O
<LO
<LO
<IO
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<1.0
3.1
2.1
<l 0
jj
18
l.3
LI
14
<1.0
1.4
<1.0
<1.0
1.1
<1.0
<:1.0
LI
<1.0 u
14
1.5
2.4
I u
LI
l.6
<LO
1.3
2.0 •
Remediau0n Perfcrmance Standa ! 3500
NA -Not Analyurl DUP-Duplicate
<1.0
<l.0
<l.O
<1.0
<l.O
<LO
<1.0
<LO
<1.0
<1.0
<J.0
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<i.O
<J.0
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<LO
<1.0
1.5 '
-
<1.0
<1.0
12
<1.0
<1.0
<1.0
<LO
<1.0
<].0
l
<1.0
<1.0
<1.0
<1.0
<1.0
LI
19
19
1.7
14
2.0
16
2.3
1.6
2.4
<2.0
<2.0
2 4 '
70
-
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2,0
<2.0
<2,0
<2.0
<2.0
,10
<2.0
<1.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0 ,,o
<5.0
<2.0
12
<1.0
<1.0
<1.0
<1.0
<l.O
<1.0
<1.0
"0
<1.0
<l.O
<l.0
<l.O
<IO
<!.O
<I 0
<!.O
<I 0
<1.0
<!.O
<IO
<l.0
<l.O
<l.0
<1.0
<I 0
<J 0
1.9
-
<1.0
<1.0
<1.0
<1.0
<LO
<1.0
<!.0
<!.O
<1.0
<l.0
<LO
<!.0
<1.0
<!.O
<1.0
<1.0
<1.0
<1.0
<LO
<LO
I.I
<LO
<1.0
<1.0
<1.0
<1.0
<l.O
<1.0
200
----
6.4
<I 0
5.3
<LO
7.1
77
64
5.7
6
JO
8 7
i.6
9.3
69
7.5
i.2
8.5
8.9
9.6
10
10
8.2
8.8
9 .,
7.1
7.5 •
l.8
Table 9
Groundwater Quality Summary
Macon/Dockery Site
Richmond County, North Carolina
Page 9 of 12
<l.O
<I 0
<l.O
<1.0
<1.0
<1.0
<1.0
<1.0
<!.O
<!.O
<l.O
<!.O
<1.0
<1.0
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<l.0
<l.O
,,o
<10
<10
<JO
<1.0
<1.0
<1.0
<1.0
<1.0
<10
<10
<l.O
<10
<10
<LO
<1.0
<!.O
<J.0
<1.0
<1.0
<1.0
<1.0
<1.0
NA
NA
<IO
<1.0
<l.O
<l.O
1.J
<l.O
<1.0
<1.0
<I 0
<1.0
<I 0
<I 0
<l.O
<LO
<l.O
<l.O
<1.0
<l.O
<LO
<1.0
<l.O
<1.0
<l.O
<1.0
<1.0
<l.O
NA
NA
<LO
1000
<3.0
<3 0
<3.0
<3.0
<3 0
<30
<J 0
<J.O
<J.O
<J.0
<J.O
<J.O
<3 0
<3 0
<3 0
<3.0
<J.0
<3.0
<J.O
<J.0
<3.0
<30
<J.O
<J.O
<3.0
NA
NA
<3.0
,xi
<IO
<10
<IO
<10
<10
<10
<10
<JO
<10
<10
<JO
<10
<10
<10
<JO
<JO
<10
<10
<10
<10
<IO
<10
<10
<10
<10
NA
NA
<10
3500
<10
<10
<JO
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<JO
<10
<10
<10
<10
<10
<10
<10
SOT
<10
<10
NA
<10
<10 •
-
<50
<50
<50
<50
<10
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
'ALYZ
<50
<50
NA
<50
<50 •
1000
<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
,,o
<5.0
<5.0
DUE
<5.0
<1.0
NA
<l.O
NA
-
63
<5.0
<5.0
8.3
<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
TO
<5.0
<5 0
NA
JJ
<5 0 •
50
-
<40
<40
<40
<40
<40
<40
<40
<40
<JO
<JO
<40
<40
<40
<40
<40
<40
<40
<40
<40
<4-0
<40
<40
LAB
<40
<40
NA
<40
NA
100
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
LOSS
<50
<50
N"A
<50
NA
50
- -
<O 30
<O 30
<0.30
<0.30
<0.30
<0.30
<0.30
<l.O
<0.30
<0 30
<0.30
<0.30
<O 30
<0.30
<O 30
<0.30
<O 30
<0.30
<0.30
<0.30
<0.30
<3 0
20
<3 0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
33
<3 0
<3.0
<3 0
<30
<3.0
<3 0
<3.0
<0.30 <3.0
<10
<20
<10
<10
<20
<20
<20
<10
<10
<10
<10
<20
<20
<20
<20
<20
<20
<10
<20
<10
<20
<10
OF
<20
<20
NA
94
<20·
METALS SAMPLE
5000
<0.30
<0,30
NA
NA
NA
<3.0
<3.0
NA
NA
NA
15
-
NA
NA
NA
NA
NA
NA
NA
NA
'.'-IA
NA
NA
NA
};A
NA
};A
NA
NA
NA
NA
NA
NA
NA
N"A
NA
NA
NA
NA
NA
11
<10
<10
;'iA
!\A
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
:-JA
:-;A
N"A
KA
NA
NA
NA
NA
;'iA
NA
NA
NA
?--:A
NA
154
-
<SO
II
<5 0
<5 0
<5 0
<50
<5.0
<5.0
<5 0
<5.0
"0
<5 0
<50
<5 0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
8
JO,
2! •
-
-
Up~r ~1acon
MW23
(DUP)
-
2115'1996
5/311996
5/3/1996
7/)011996
1116/1996
21411997
5'1211997
8/6/1997
l l/J l/1997
21511998
5151\998
8/6/1998
! !14'1998
21!0/1999
5113/1999
&15/\999
J 11311999
211712000
51&12000
812/2000
11!812001
7/l 11200\
111512002
7/30/2002
1128'2003
7/1012003
l/13/2004
6/2812004
-
<l.0
<l.0
<l.O
,10
<1.0
,10
<1.0
<1.0
<l.0
<l.0
<1.0
<l.0
<1.0
<1.0
<l.0
<!.O
<!.0
<1.0
<!.0
<l.0
<1.0
<LO
<l.O
<l.O
<LO
<1.0
<1.0
<LO
-
39
2.8
2.8
3.1
" 6.9
8.9
7.3
81
9.5
JO
9.1 1,
1,
23
18 1,
" 24
18
16
68 ,.,
II
82
" 18
3.l
<1.0
<1.0
<1.0
<1.0
<1.0
16
" Li
2 I
16
<1.0
LI
L3
LI
<1.0
LI u
LI
<1.0 1,
<LO
<J.0
I
<J.0
<LO
1.7
<!.0
-
5.1
38
4.8
6.3 ,.,
82
10
7.9
8.1
II
7.2
6.1
H
7.5
II
69
7,6
" 7.3
" " 3.9
4..1
58
2A
19
<2.0
<2 0
Rernedi mn Performance Standa 3XIO 70
tl,\-tl, Analyzed DL=Thlution Dc'P·dupli'"-"
0
-
<2.0
,2 0
<2 0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2 0
<2.0
,2 0
<2 0
<2.0
,2 0
<2.0
<2.0
<2.0
<2.0
<5.0
<5.0
<1.0
<l.O
18
<l.O
Ll
2.7
38
2.J
" 26
JA
I 2
I<
2.l
2.1
1.2
I 6
1.6
19
16
18
1.2
<1.0
1.3
<l.O
<1.0
<1.0
<LO
-
<l.0
<l.O
<l.O
<l.0
<1.0
I
<LO
<I 0
<1.0
LI
18
LI
14
1.3
2.l
1,i
IA
18
1.7
LI
LI
IA
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
200
---Table 9 -
" II
15 ,o
12
16
19
1,
1,
16
12
15
13
10
12
7.2
/.2
6.3
/.3
67
6.5
7.9
8.9
6.6
2.9
2.6
<1.0
2 8
Groundwater Quality Summary
Macon/Dockery Site
Richmond County, North Carolina
Page 10 of 12
<!.O
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<LO
<!.O
<LO
<l.O
<1.0
<1.0
<J.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
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<l.O
<l.O
,1 0
<1.0
<1.0
<1.0
<1.0
<l.0
<l.O
<10
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<i.O
<1.0
<1.0
<1.0
NA
NA
<1.0
<I 0
<1.0
<l.O
I
<1.0
<1.0
<1.0
<l.O
<LO
<I.O
<1.0
<1.0
<1.0
<1.0
<l.O
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<l.O
<1.0
<l.O
NA
N"A
1000
<3.0
"0
<3.0
"0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
"0
"0
<3.0
"0
<3.0
<3.0
"0
<3.0 "0 "0
<3.0
<3 0
"0
"0
NA
:0.A
.oo
20
<!O
<10
<10
<JO
<10
,10
<10
<10
,10
<lO
<JO
<10
<10
<JO
<1.0
,10
<10
<JO
<JO
<10
<10
,10
<JO
,10
<10
~A
NA
JS)()
49
29
<JO
<10
<10
,10
,10
<10
<10
,10
<10
<10
<10
<JO
1,
21
12
,10
<JO
19
<JO
19
<10
16
,10
<JO
NA
<10
,o
-
230
170
'"' '"' ,so
<10
<50
'"' <50
<50
'"' <50
'"' <50 ,..
" <50
<50
'"' ,1
'"' 59 ,,o
" <50
'"' NA
'"'
1000
-
53
<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
"0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<1.0
NA
<1.0
1200
900
<5.0
79
·" 52
,1
82
4!.l
31
36
39
130
60
470
650
260
71
190
200
" ,10
10
'20
33
" NA
.1.1
"'
-
''° ''° <40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
'"° 56
68
<40
'"° <40
<40
<40
<40
<40
<40
'"° <40
NA
<40
100
120
87
<50 ,,o
<50
,50
'"' ,50
,,o
<50
<SO
,,o
'"' ,,o
<50
<50
<50
'"' '"' '"' <50
,,o
<50
'"' '"' <50
NA
<50
50
-
260
J,O ,,o
Jj
<20
<JO
<20
<20
<20
<20
<20
<20
41
<20
" 74
47
<20
" " ,,o
%
<20
58
,20
<20
NA
<20
,000
-
<0 30
<O 30
<0.30
<O 30
<0.30
<0.30
<0.30
.J 7
<1.0
<0.30
<0 30
<0.30
<O 30
<0.30
<0.30
<0.30
<0.30
<0.30
<O 30
<0.30
<O 30
<O 30
<0.30
<O 30
<0.30
<0.30
NA
<0.30
28
21
<3 0 ,,
<3.0
<3.0
<J 0
470
<3 0
<3.0
<3.0
<3.0
<3 0
<3.0
<3.0
6.2
J.6
<3.0
<3.0
40
<3 0
,.1
<3.0
" <J 0
<J 0
'.'JA
<J 0
15
-
0.22
<0,20
<O 20
<0.20
<0.20
<0.20
0.08
<020
:-:A
<0.10
<0.20
<0.20
<0.20
<0.20
<0.20
<0.20
<0.20
<0.20
<0.20
<0.20
<0.20
<0.20
<O 20
<0.20
<0.20
<O 20
<0.20
<0,20
LI
<JO
<10
<10
NA
NA
NA
NA
NA
:-;'A
NA
NA
NA
NA
NA
XA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
1'4
-
1,100 ,.,
<5.0
" 20
1,
1.\0
19
12
<5.0
9
9
36 1,
110
110
91
18
" 130
27
110
,, 0
130
16
31
12
l8
-
-----
Lower ~\aeon
MWJ3 211411996 <1.0 80 25 4.9
(DL) 2/14/1996 <1.0 7' 20 49
5/211996 <1.0 63 " <l.O
7/30/1996 <2.0 88 24 J
!l/6/1996 ll " 11 23
214'1997 <1.0 71 12 33
5/12/1997 <20 99 29 l2
816/1997 <10 61 4.2 <20
11111/1997 <l 62 <l <5
V5ll99'a <LO 61 II 1.6
516/1998 <2.0 35 14 <2.0
817/1998 <LO 39 12 <LO
I l/4'1998 <l.0 l4 6.8 <1.0
2110/1999 <I 0 2J 3.7 <l.O
51131!999 <I 0 29 6.4 <1.0
815/1999 <1.0 ll 2.6 <IO
111311999 <!.O II 1.7 <1.0
2116/2000 <l.0 8.l u <IO
5/8.12000 <l.O 6.4 1.0 <l.O
8'2/2000 <LO 4.0 <1.0 <1.0
J/17/200! <l.0 18 <1.0 <1.0
i/\ 1/2001 Nol S=Jpled Due to
1/16/2002 Not Slll1pled °"''" 7/3012002 N(l! ~pied Due to
!128/2003 Not Sampled Due to
7/1012003 <LO 4A 1.9 <1.0
l/1.311004 <1.0 <1.0 <1.0 <20
6/28/2004 <LO IO <1.0 <1.0
•= :,500 70
~A-N t Analy~ DL = Diluti,,n DUP-dupl"'"'
,, ~1/os?
0
--
<2.0 2.i 91E
<2.0 <l.O 8l
<2.0 13 J7
<40 <2.0 67
<2.0 <l.O J8
<20 l.2 lO
<4.0 <2.0 8l
<4.0 <20 40
<10 <5 35
<2.0 <l.O 49
<4.0 <20 38
<2.0 <LO 40
<2.0 <l.O 25
<2.0 <10 22
<:2,0 <1.0 35
<2.0 <LO 17
<2.0 <1.0 12
<2.0 <1.0 9.4
<2.0 <1.0 7.5
<2.0 <1.0 51
<2.0 <1.0 3.1
D<y onchtions
D<y ombtions
D<y onditions
D<y Dnd.J.tions
<2.0 <1.0 4.2
<,0 <1.0 1.0
<5.0 <l.O 1.5
200
---Table 9 -
1.,
12
<l 0
5.2
·" 54
6.8
<l.O
<5
3.6
4.4
53
22
2.5
21
<1.0
<1.0
<1.0
<LO
<1.0
<1.0
<1.0
<1.0
<1,0
2.8
Groundwater Quality Summary
Macon/Dockery Site
Richmond County, North Carolina
Page 11 of 12
<LO l.l <LO <l 0 <10 27
<LO <J.0 <1.0 <l.0 <10 ,10
180 <1.0 <l.0 <l 0 <10 20
<lO 2.S <2.0 <6.0 <10 27
<1.0 u <1.0 <l.0 <10 16
<I 0 l.l <!.O <l.0 <10 14
<2.0 <2.0 <2.0 "5.0 <20 IJ
<2.0 <2.0 <2.0 "5.0 <20 15
<5 <l <5 <15 <50 I !.9
<l.O <l.O <l.0 <3.0 <10 II
<2.0 <20 <20 "50 <20 <10
<LO I <I 0 <3.0 <IO <10
<LO <I 0 <LO <3 0 <10 18
<1.0 <!.O <1.0 <3.0 <10 27
<LO <!.0 <1.0 <3.0 <10 25
<IO <I 0 <1.0 <l 0 ,10 36
<LO <1.0 <1.0 <3.0 <10 5<5
<1.0 <1.0 <1.0 <l 0 <10 20
<1.0 <l.O <1.0 <3 0 <10 30
<1.0 <1.0 <1.0 <3.0 <10 11
<1.0 <1.0 <1.0 <l 0 <IO 13
Not
No1
Not
Not
<l.O <1.0 <1.0 <l 0 <10 10
<I 0 NA N'A NA NA ,10
<LO NA N'A :-.A :,.;'A 47
1000 ,io 3500 5-0
-- ---- -
l!!l!I
rhig_l ·
l50 <5.0 870 <40 65 120 <0.30 17 1.7 <IO 910
<50 <5.0 <5.0 <40 <lO <20 <0.30 <30 <020 <10 <5.0
180 <5.0 1000 ,40 79 160 <0.30 20 1.4 <10 2100
960 5.5 1500 <40 110 260 0 31 33 0.53 NA 2000
l20 <5.0 760 <40 60 110 <0 30 13 <0 '.'.O :-JA 730
570 <5.0 850 <40 58 130 <0.30 16 0..12 :-:A RIO
280 '" 320 <40 <50 52 <O 30 6.2 053 KA 400
l60 <5.0 760 <40 60 140 <0.30 8.7 0.Jl NA 1200
356 <5.0 440 <40 <lO 93 <LO l.5 <0.20 l'sA 84
li0 '" '"' <40 <lO 82 <0.30 7.3 0.37 NA 150
140 <5.0 130 <40 <50 46 <0.30 <3.0 <O.'.'.O NA 17
JiO <5.0 150 <40 <50 62 <0.30 <3 0 0.22 };A I 7
)60 <5.0 "o <40 <lO 130 <0.30 7.1 0 30 NA 420
860 <5.0 1300 <40 100 260 <0.30 27 <0.20 :,.iA 1500
l90 <5,0 800 <40 60 180 0.39 16 0.50 :,.;A 640
1000 6.6 1400 <40 130 260 <0.30 l8 0.25 NA 1600
600 <5.0 750 43 58 560 <0 30 14 0.47 NA 780
340 <5.0 400 <40 <lO 8J <0.30 <3.0 0.11 };A 26-0
450 <5.0 560 <40 <lO 130 <0.30 7.8 0.36 NA 460
DO <5.0 660 <40 <50 100 <0.30 11.0 022 NA 690
ll0 <5.0 580 <40 <50 83 <0.30 81 0 . .\3 " 1900
Sampled Du, To D<y onditiorn.
Sampled °"" To D<y omhtions
Sampled °"" To D<y onditions
Sa111pled °"" To D<y ooditions
170 0 <LO 160 <40 <50 38.0 <0.54 <3.0 <O 20 N'A 66
!20.0 <LO 54 <40 <5-0 43 0 NA <3 0 <O 20 J\A <5.0
l60 34 760 <40 67 llO NA 20 <0.20 NA 880
1000 ,0 100 ,0 5000 ll LI 15.1
-
Lower ).!aeon
MW22
-
211411996
512/1996
7/301!996
J l/6/1996
2/4'!997
51121!997
&!711997
ll/1111997
2/51!998
5/6/!998
8/6/1998
J l/4'!998
211011999
5/131!999
8_!51!999
11/311999
2116/2000
5/&'2000
&1212000
1117/200!
7/2012001
l/1512002
7/30/2002
1ns•2003
7/1012003
1/1312004
6/2&'2004
l/2&12005 '
Remediati(>fl Perforrn.i:nce Stmda
i','A-Not Analy; DL = Dih1bon
<IO
<1.0
<LO
<IO
<1.0
<IO
<l.0
<!.0
<l.0
<1.0
<1.0
<I 0
<1.0
<1.0
<LO
<1.0
<!.0
<1.0
<l.O
<1.0
<1.0
<l.0
<l.O
<l.O
<I 0
<!.0
<LO
<l.O
-
5.5
36
22
3 I
4.1
44
5.5
86
94
88
7.3
4.7 .,
38
2.9
4
5 6
14
13
1,
5.7
47
50
47
11
5.6
37
II'
3500
63
5.3
44
34
5.6
65
4.l
6.2
4.l
4A
L3
<1.0
<1.0
<1.0
<LO
<l.0
<l.O
<l.0
<LO
3.0
<!.0
<2.0
7,3
5.1
3.1
<l.O
<l.O
1.7.
-
I 4
<1.0
I 5
<l.0
<LO
<l.O
LI
2.5
2
3.1
3.1
18
1.7
2.4
2.2
2.6
2.6
26
1.7
l.2
<I 0
<2.0
2.8
"0
I
<20
,,o
<1.0
70
-
<2.0
<2.0
<lO
<lO
<2.0
<lO
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<20
<2.0
<2.0
<2.0
,20
<2.0
<2.0
<2.0
<40
"' <4.0
<2.0
<5.0
<5.0
<20
<l.O
J..1
<IO
<I 0
<1.0
<I 0
<1.0
<LO
<1.0
1.7
<1.0
<LO
<1.0
<1.0
<1.0
<l.0
<1.0
<1.0
<l.0
<LO
<JO
<2.0
<20
<2.0
<1.0
<1.0
<l.O
<l.O
-
3.2
1.7
18
19
2.i
l.9
l8
3
2.6
2.4
u
<1.0
<1.0
<l.O
<l.0
<1.0
<1.0
1.3
14
2.0
1.5
3.7
4.7
43
18
<1.0
<!.O
LO•
200
-- -
Table 9 - -
:'1.1
2.5
23
34
-13
,1.i
3.l
44
~.8
4,3
39
2.2
2.4
2.9
2.3
2.9
2.4
2.8
2.2
1.6
I
<2 0
<2.0
"0
<10
<1.0
<LO
<I 0
l8
Groundwater Quality Summary
Macon/Dockery Site
Richmond County, North Carolina
Page 12 of 12
<2.0
<20
<1.0
<!.O
<1.0
<LO
<LO
<1.0
<1.0
,1 0
<1.0
<1.0
<LO
<l.O
<1.0
<l.O
<J.O
<1.0
<1.0
<LO
<1.0
<2.0
<2.0
<2.0
<1.0
<1.0
<1.0
<1.0
<2 0
<10
<1.0
<LO
<1.0
<1.0
<1.0
<LO
<I 0
<l.O
<1.0
<1.0
<1.0
<LO
<1.0
<l.0
<1.0
<1.0
<1.0
<1.0
<JO
<2.0
<2.0
<2 0
<I.0
<l.0
<1.0
<1.0
<20
<2.0
<l.O
<LO
<I.O
<JO
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<l.O
<l.O
<LO
<1.0
<LO
<2.0
<20
<2.0
<l.O
<l.O
<1.0
<1.0
1000
'"' <6.0
<) 0
<) 0
<) 0
<) 0
<3.0
<3.0
<) 0
<) 0
<) 0
<3.0
<) 0
<) 0
<) 0
<)0
<30
<) 0
<30
<) 0
<3.0
., 0
., 0
., 0
<30
<2.0
<l.O
<J.O
.00
<20
<20
•JO
,10
<JO
<10
<JO
<JO
,10
•IO
<JO
<JO
<JO
,10
•JO
<JO
,10
<JO
<10
<IO
<JO
<:20
<20
<20
<JO
<25
<15
•JO
3500
41 2i0
l3 I !O
l3 73
<10 <:50
I! 93
Ii 67
<10 71
<10 <50
]I 79
l5 100
13 82
<10 <50
11 83
11 64
<10 /3
11 75
<!O <50
19 120
30 200
<!O 60
10 <50
11 81
<10 <50
<10 <50
<10 <50
<JO <50
12 <50
<IO· NA
5-0 1000
<5.0 ,,o
<5.0 ,so
.::5,0
<5.D
<5.0
<5.0
<5.0
<5.0 ,,o
,,o
<5.0 ,,o
<5.D
<5.0
<5.0
<5.0
<5.0
<5.0
'" <5.0
<5.0
<5.0
<LO
<!.O
<LO
:S:A
-
2200
7ll0
650
270
760
480
520
245
630
770
65-0
310
610
460
480
520
240
940
1700
410
I 10
,00
180
210
" II
13
290•
-
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
'" <40
<40
<40
<40
<40
<40
<40
NA
JOO
160
52
''° <50
,,o
,,o
<50 ,so
<50
<50 ,so
,50
'" <50
<50 ,,o
<50
62
120
<50
<50
<50
,50
<50
<50
<50
'"' NA
"'
-
260
96
96
39
93
67
60
37.7
65
82
66
37
63
48
54
57
,,o
JOO
180
66 ,,o
51
ll
ll
<20
<20
46
NA
5000
-
<0 30 39
<0.30 15
<0.30 15
<0.30 4 3
<0.30 12
<0.30 9 3
<0.30 i.6
<l.O <30
<0.3 10
<0.3 10
<0.30 10
<0.30 <3 0
<030 7.1
<030 80
<0.30 8.1
<0.30 7.4
<0.30 <3 0
<0.30 13 0
<0.30 24.0
<0.30 4.5
<030 <3.0
<0.30 7.l
<0.30 <3.0
<0.30 <3.0
<046 <30
NA <3.0
NA <30
<0.30 • 46 •
15
-
NA
NA
NA
NA
NA
NA
NA
NA
NA
KA
NA
NA
:(A
:-:A
KA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
N,\
NA
N,\
LI
<JO
,10
:-:A
!'-IA
NA
:-,;'A
NA
NA
XA
NA
" NA
NA
:-:A
SA
NA
NA
NA
:-:A
KA
NA
l-,'A
N"A
!-;A
NA
NA
NA
:(A
-
800
230
260
I 70
260 ,oo
2.10
13-0
330
290
210
!20
340
180
280
310
91
,00
980
260
53
210
88
\-10
22
17
14 •
41 •
!!!!!I
D
I !Sample
:I.rKation
I 'E-01
I
I
OW-I
I
I
I 0\\'-3
I
I
I UW-5
I
I
SVE ExhalL~l
I
I
I
I
I
I
TABLE 10
Air Quality Summary
Macon/Dockery Site -Richmond County, North Carolina
Page 1
II
Date
I
Chlon1fom1 1,2-Dichloroethene Trichloroethcne
me/m3 me:/m3 mo/m3
2/22/1996 <JO <JO <JO
61511996 <JO <JO <10
7/1/1996 <JO <10 <JO
11/8/] 996 <JO <JO <JO
6/23/1997 <JO <JO <JO
11/13/1997 <2.0 2.3 <2.0
6/19/1998 <2.0 <2.0 <2.0
I J/4W»98 <2.0 <2.0 <2.0
S/13/1999 <2.0 <2.0 <2.0
11/3/1999 <2.0 <2.0 <2.0
5/8/2000 <1.0 <1.0 <1.0
2/22/1996 <10 <10 <10
6/5/1996 <10 <JO <JO
7/1/]9')6 <JO <JO <10
11/8/1996 <JO <JO <10
6/23/1997 <JO <10 <10
l l/U/i997 ,"L..O <2.0 <'2-0
6/19/1998 <2.0 <2.0 <LO
11/4/1998 <2.0 <2.0 <2.0
S/13/1999 <2.0 <2.0 <2.0
11/3/1999 <2.0 <2.0 <2.0
5/8/20()0 <LO <1.0 <LO
2/22/1996 <JO 80 <JO
6/5/1996 <JO <10 <JO
7/1/19% 230 <JO <JO
11/8/1996 <JO <10 <JO
6/23/1997 <JO <10 <IO
l 1/13/1997 <2.0 <2.0 <2.0
6/19/1998 <2.0 <2.0 <2.0
I J/4/1998 <2.0 <2.0 <20
5/1311999 <2.0 <2.0 <2.0
11/3/1999 <..-"'.2.() <2.0 <2.0
S/8/2000 <1.0 <1.0 <1.0
2/22/1996 <JO 380 <JO
6/5/1996 <JO <JO <JO
l l/8/1996 <JO <10 <JO
6/23/1997 <JO <JO <JO
11/13/1997 <2.0 <2.0 <2.0
6/J9/1998 <2.0 <2.0 <2.0
11/4/1998 <2.0 <2.0 <2.0
S/13/19<J9 <2.0 <2.0 ·<2.0
I l/3/l9<J9 <2.0 <2.0 <2.0
5/8/2000 <1.0 <1.0 <1.0
2/14/1996 <10 <JO <IO
2/15/J(J<J6 <10 <JO <JO
2/16/J(J<J6 <JO <JO <JO
4/3/1996 <JO <JO <JO
6151191)6 <JO <JO <JO
7/1/1996 <10 <IO <10
8/1/1996 <10 <10 <JO
2/5/1997 <JO <JO <JO
6/23/1997 <JO <JO <JO
8/7/1997 <2.0 <2.0 <2.0
I \/13/1997 <2.0 <2.0 <2.0
2/6/1998 <2.0 <2.0 <2.0
~nll9<JM <2.0 <2.0 <2.0
8/7/19<)8 <2.0 <2.0 <2.0
11/4/1998 <2.0 <2.0 <2.0
2/11/1999 <2.0 <2.0 <2.0
S/13/1999 <2.0 <2.0 <2.0
8/5/1999 <2.0 <2.0 <2.0
11/3/1999 <2.0 <2.0 <2.0
S/8/2000 <1.0 <l.O <1.0
8/3/2000 <].() <LO <1.0
Toluene
m,lm3
<JO
<IO
<JO
<JO
<JO
<2.0
<2.0
<2.0
<2.0
<2.0
<LO
<JO
<JO
<JO
<JO
<JO
<2.0
<2.0
<2.0
<2.0
<2.0
<1.0
<10
<JO
<JO
<\()
<JO
<2.0
<2.0
<2.0
<2.0
<2.0
<1.0
<JO
<10
<JO
<IO
<2.0
<2.0
<2.0
<2.0
... --z.o
<1.0
45
43
73
<JO
<JO
<JO
<JO
<JO
<10
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
1.2
<1.0
n
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
ramplc
:l,ocation
S\'E Inlet Linc
Unncr Dock~· Air Stack
Lower Docker,: Air Stack
TABLE10
Air Quality Summary
Macon/Dockery Site -Richmond County, North Carolina
Page 2
II
Dall'
I
Chloroform 1,2-Dichlorot>thcne ·rrichloroethcnc
ml!im3 ml!fm3 m•im3
615/1996 l7 <IO <IO
7/1/1996 <JO <10 <JO
2/16/1996 <JO <JO <JO
4/3/1996 <IO <JO <JO
6/5/1996 <JO <JO <JO
7/1/1996 <JO <JO <JO
8/1/1996 <JO <JO <10
11/8/1996 <10 <JO <Ill
21511997 <IO <10 <JO
5/12/1997 <IO <JO <10
817/1997 <2.0 <2.0 <2.0
l 1/13/1997 <2.0 <2.0 <2.0
2/6/1998 <2.0 <2.0 <2.0
5/7/1998 <2.0 <2.n <2.0
817/1998 <2.0 <2.0 <2.0
11/4/1998 <2.0 <2.0 <2.0
2/l l/1999 <2.0 <2.0 <2.0
5/13/1999 <2.0 <2.0 <2.0
8/5/1999 <2.0 <2.0 <2.0
IW/1999 <2.0 <2.0 <2.0
5/9/2000 <1.0 <1.0 <l.O
8/3/2000 <1.0 <1.0 <1.0
1/18/2001 <1.0 <1.0 <1.0
7/11/200 I <LO <1.0 <1.0
1/16/2002 <1.0 <1.0 <1.0
7/31/2002 <1.0 <1.0 <1.0
1/28/2003 Sy~tcm Down -Not Samnlcd
7/16/2003 Svstcm Down -Not Samoled
1/13/2004 <l.O <LO <1.0
6/28/2004 <1.0 <1.0 <1.0
1/27/2005, <\.() <1.0 <1.0
4/3/1996 <10 <I() <JO
8/J/1996 <JO <10 <10
l l/811996 <10 <IO <IO
5/12/1997 <JO <10 <JO
11/13/1997 <2.0 <2.0 <2.0
2)6/1998 <2.0 <2.0 <2.0
5/7/1998 <2.0 <2.0 <2.0
8/7/1998 <2.0 <.."2.0 <2,0
I 1/4/1998 <2.0 <2.0 <2.0
2111/1999 <2.0 <2.0 <2.0
5/13/1999 <2.0 <2.0 <2.0
8/5/1999 <2.0 <2.0 <2.0
I 1/3/1999 <:2.0 <2.0 <2.0
5/9/2000 <LO <1.0 <1.0
8/3/2000 <1.0 <1.0 <I.()
1/00/01 Svstt.-rn Down -Not Samnled
4/24/2001 <LO <l.0 <LO I
7/11/2001 System Down -Not Samnled
7/31/2002 System Down -Not Samnled
1/28/2003 System Dnwn -Not Sanmled
7/16/2003 <1.0 <LO <1.0
1/13/2004 <1.0 <1.0 <1.0 I
6/28/2004* Rerm.-diation S,·stcm Su.'i ded -Samnle Not Collected
1/27/2005" Remediation Svstem Su.~ocnded -Samnle Not Collected
I I
' •Lower t:kx:kery l,roumlwater Remt':(fiallon System Su.'ipended on .Vl9/0-1 Sump\e not collec1e(l nr 1malyzed
Toluene
ml!im3
<IO
<10
<JO
<JO
<10
<JO
<JO
<JO
<10
<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
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<IO
<10
<JO
<JO
<2.0
<2.0
<2.0
<2.0
<2.(l
<2.0
<2.0
<2.0
<2.0
<1.0
<1.0
<1.0
<1.0
<1.0
D
I
I
I
I
I
[Sampll'
l,rKation
I l\focon Source Air Stack
I
I
I
I
I
I
I
I
I
I
I
I
TABLE 10
Air Quality Summary
Macon/Dockery Site -Richmond County, North Carolina
Page 3
II
Date
I
Chlomfom1 1,2-Dichloroelhene Trichloroethcne
mp/mJ m11/m3 m,/m3
2116/1996 <10 <10 <JO
4/3/1996 <JO <JO <10
5/3/1996 <10 <JO <10
6/5/1996 50 <10 <10
7/1/1996 <10 <JO <10
811/1996 <JO <J() <10
11/8/1996 <J() <IO <10
2/5/1997 <10 <10 <]()
5/12/1997 <10 <IO <TO
817/1997 <2.0 <2.0 <2.0
11/13/1997 <2.0 <2.0 <2.0
2/6/1998 <2.n <2.0 <2.0
5/7/1998 <2.0 <2.() <2,0
8/7/1998 <2.0 <2.0 <2.0
11/4/1998 <2.0 <2.0 <2.0
2/11/1999 <2.0 <2.0 <2.0
5/D/1999 <2.0 <2.0 <2.0
8/5/1999 <2.0 <2.0 <2.0
11/3/1999 <2.0 <2.0 <2.0
2/17/2000 <2.0 <2.0 <2.0
5/8/2000 <1.0 <1.0 <1.0
8(2}2000 <1.0 <LO <1.0
1/18/2001 <1.0 <LO <!.()
7/l 1/2001 <1.0 <1.0 <I.I)
1/16/2002 <LO <1.0 <1.0
7/31/2002 <1.0 <1.0 <1.0
1/28/2003 Svslem Down· Not Samrle<l
7/16/2003 <1.0 <1.0 <1.()
1/13/2004 <1.0 <1.0 <1.0
6/28/2004 <1.0 1.2 <1.0
1/27/2005~ <l.O <1.0 <1.0
Toluenl'
m2/mJ
<10
<JO
<JO
<10
<10
<TO
<10
<10
<10
<2.0
<2.0
<2,0
<2.0
<2.0
<2.0
<2.ll
,'2.0
<2.0
<2.0
<2.0
<1.0
<1.0
<1.0
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<l.0
I
u
I Sample
Location
Un~ Macon Air St.ick
I
I
I
I
I
I
I
I Pnmcrty J,inc
I
I
I
I
I
I
I
I
TABLE 10
Air Quality Summary
Macon/Dockery Site -Richmond County, North Carolina
Page 4
ll onn 1,2-Dichlomelhene Trichlorocthene
m2/m3 m•/m3
2/J(i/1996 <IO <JO <10
5/3/1996 <10 <10 <10
6/5/1996 <10 <JO <JO
7/1/1996 850 <10 29
811/1996 <10 <JO <JO
11/8/1996 <10 <10 <10
2/5/1997 <10 <JO <IO
5/12/1997 <10 <10 <JO
8/7/1997 <2.0 <2.0 <2.0
11/13/1997 <2.0 <2.0 <2.0
2/6/1998 <2.0 <2.0 <2.0
517/1998 <2.0 <2.0 <2.0
8/7/1998 <2.0 <2.0 <2.0
11/4/1998 NS NS NS
2/11/1999 <2.0 <2.0 <2.0
5/13/1999 <2.0 <2.0 <2.0
815/1999 <2.0 <.."2.0 <2.0
1 l/3/1999 <2.0 <2.0 <2.0
2/17/2000 <2.0 <2.0 <2.0
5/8/2000 <1.0 <l.0 <1.0
812/2000 <1.0 <l.0 <1.0
1/()0/00 Svstcm Down· Not Samrlcd
4/24/200 l <I.() <LO <1.0
7/11/2001 <LO <1.0 <1.0
1/16/2002 <LO <1.0 <1.0
7/31/2002 NOT SM1PLED SYSTEM
1/28/2003 <1.0 <1.0 <1.0
7/16/200:1, <1.0 <1.0 <1.0
1/13/2004 · <1.0 <1.0 <1.0
6/28/2004 System Down -Not Samnlcd
l/27/2005, <LO <1.0 <l.O
2/16/19% <JO <10 <10
4/3/1996 <10 <10 <IO
5/3/1996 <JO <JO <10
6/5/1996 <JO <10 <10
7/1/1996 <10 <IO <10
8/1/1996 <10 <JO <10
11/8/1996 <10 <10 <10
2/5/1997 <JO <JO <JO
5/12/1997 <JO <JO <JO
8/7/1997 <2.0 <2.0 <2.0
11/13/1997 <2.0 <2.0 <2.0
2/611998 <2.0 <2.0 <2.0
Sn/1998 <2.0 <2.0 <2.0
8nl1998 <2.0 <2.0 <2.0
11/4/1998 <2.0 <2.0 <2.0
2/11/1999 <2.0 <2.0 <2.0
5/13/] 999 <2.0 <2.0 <2.0
8/5/1999 <2.0 <2.0 <2.0
I JD/1999 <2.0 <2.0 <2.0
2/17/2000 <2.0 <2.0 <2.0
5/8/2000 <1.0 <1.0 <1.0
Toluene
mp/mJ
<JO
<10
<JO
<10
<JO
<10
<JO
<10
<2.0
<2.0
<2.0
<2.0
<2.0
NS
<2.0
<2.0
<2.0
,"2.0
<2.0
<1.0
<LO
<1.0
<l.O
<l.0
IXJWN
1.3
<1.0
<1.0
<1.0
<10
<10
<JO
<JO
<]()
<JO
<JO
<JO
<JO
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<l.()
8/3/200() ••Not analvzcd, Tcdlar hae dcfl.itcd durine samolc shi mcnt++
1/18/2001 <1.0 <1.0 <1.0 <LO
7/11/2001 <LO <1.0 <l.O <1.0
1/16/2002 <1.0 <1.0 <l.O <1.0
7/'31/2002 <!.() <1.0 <l.O <I.Cl
[/2812003 <1.0 <1.0 <I.() <l.O
7/16/2003 <1.0 <1.0 <\.() <1.0
1/13/2004 <1.0 <1.0 <1.0 <l.O
6/28/2004 <1.0 <1.0 <1.0 <1.0
1/27/2005, <1.0 <1.0 <1.0 <1.0
- -------- ---- - -
!!!I! -
~ ~ ~ ~ ~ ~ i "ii~iiif~ -. ~ ~ i i i i C . " ~ ~ ~ ~ ea ~ ~-;,
5 •• ; 5 S S S O S S 5 ••• • J 5 • i I I • • • • • • S S S B • f 5 8 a -~ ~ ~ ~ -;, ~ ~ ~ ~ ~ . ~ ~ i ~ ~ i ~ b ~ ~ i ~ I ~ ~ t ~ ~ § ~ ~; r i :s ~ ; ~ $ ::
I I I I I I I I I I I I I I I I I I I -l.owef Dockery 12-t-9tl to 12-31-ifl 12-31-g.fl lo 1-27-!IP 1-27--99 to 2-23-99 2-23-99 lo 3-30--99 3-30-99 to ,t.29--99 4-21,.99105-27--99 5-27--99 lo &-2'4-99 &-24-99 lo 7-29-99 7-29-99 to ll-27-99 8-27-ljglo9--27--99 9--27-99 lo 10-29-99 10-29-99 lo 11-2'4-99 11-24-99 to 12-30-99 12-30-99 to 1-21-00 1-21-00 lo 02-25-00 3--1-00103-31-00 3-31-00 lo 4--27-00 4--27-00 lo 5-26-00 5-26-DO to 0-30-00 6-30-00 lo 7-26---00 7 -2tJ-OO lo 8-29--00 ll-29-00 to 9--25-00 9--2!i-OO to 10-2tJ-OO 10-25--00 to 1-26-01 1-26-01 to,t-20--01 •-20-01 to 7-19-01 7-19-01 lo 10-18-()1 11-00-01 to 02-08-02 5-1-02 lo 7-31-02 811/0210 10131/02 1111/02 lo 1 /31/C3 1111/02 to l/1,t/03 211/03 lo ,t/30/03 511/03 to 7131103 811103 lo l0/'31/03 1111/0310 1131104 "211 /0,t to 311 MM TABLE 11 SUMMARY OF MASS voe REMOVAL ESTIMATES "1ACONfDOGKERY 5'TE RICHMOND COUNTY, NORTH CAROLINA PAGE 20F -4 Average Total Flow Volume for voe -,_ c-R::= ;~~IIOOC CUmulatiW voes RemOYed /ru,(lons) '""'' (Pounds) ~--, ... , ... 328,«8 200 0.55 0.S5 ,., ... 191,090 '50 02' 0.79 May-lie 2-tS,7'5 "' 0,0 '" Jun-86 8,619 "' 0.01 1.10 Jul-96 151,827 '" 0.19 '" Ai,g-96 126,232 HO 0.18 "' ..... 63,1133 HO "' '" Qct.,0 460,379 HO "' 2.21 -183,210 uo' on ,., ""°" 137,594 uo' 0.18 2.59 Jan-97 2"202 140.8 O>< 2.93 Feb-97 90,912 1408 0.11 "" Ma•-97 277,823 '" "' '·" Apr-97 180,560 '" 0.17 , ... May-117 684,855 '" 0., 4.12 Jun-97 501,987 "' "' "' Jul-97 581,027 "' O.SI 5.17 ,,,.,, 414,199 .. 0.2' , ... Sep-97 41!1,0,t9 .. 0,.. 5.00 _, 4S7.Wl .. 0.'2 6.12 N011-S7 308,483 " 0.18 '" Oec-97 2n.01a " 0.14 6.42 Jan--911 786.548 " "' '" Feb-Ila 123,013 57.11 006 , ... Mar-98 287,027 57.9 0.14 '"' Apr-In) 452,535 57.9 022 '" May-98 1-'1.936 .. ' 0.07 '" Jun-98 453,014 "·' 0.21 7.53 Jul-98 """" "' 02' 7.17 Aug-98 453,131 ,,, 0.23 ,.oo ..... 591,481 "' 0" 8.31 "" ... 471,729 "·' "' 8.55 N~.,. 8<12,213 "·' "' '" Oec-98 415,SMJ "' 0.18 '" ..... l6\,051 "·' "' li1.17 Feb-99 522,107 '" 0.15 '" Ma!-99 622,194 35.2 0.18 '"' ,., ... 704.292 3'2 02' 9.71 -58\,6811 " "' ,,. Jun-99 ,t27,905 " 0.17 10.11 Jul-99 ,t73,998 " 0.19 10.30 Aug-99 ""·"' '" 007 10.37 -459,303 "' 0.1 .. 10.51 """ 591,217 "' 0.18 ,oeg _,, .. 8<1.502 " 009 10.78 Dec-99 «7,951 " oo, "" .. .,,., 503,520 " 009 "" Feb-00 95.1e1 " oo, 1097 ... ,-00 235,$56 " 00< 11.01 ""'-00 212,338 " 0.0< 11.05 ... ,-00 -t85.789 "·' 0,12 11.17 '"""" 332,997 "'' 0" 1l 27 J•-00 500,849 "'' "' 1140 _., 28<1,722 37.5 009 11.49 -587,633 37.5 0.18 11,67 00-00 512, .. 27 37.5 0.115 "" .. .,, 769,926 37.5 02' 12.07 "'~' 125,989 37.5 0.0< 12.11 Jul-01 1121.nJ 37.5 0.2' ,,., Oct-01 162,133 37.5 00, 12 45 .. .,, 1,705 37.5 000 12,t5 Jul-02 577,048 37.5 o.1e 1263 Qd.0, 180,412 37.5 005 "" Jan-03 7,031 37.5 000 12.68 .... ~, 10,624 28.7 000 12,158 ""'~' 513.2tJ5 26.7 0.12 12.eo Jul-03 1,042,1135,t , .• 00, "" Oct-03 216,037.103 '' oo, 12.91 -6511,8335 6.5 • 00< 12,QS ,.,.,. 553,1113.290 15.5 · "' 12.96 Used October 2000 inflltlllnl 11nalybce
l dllla to calculate mass ramowl 811!1mll!as lor period of 10-26-00 to 1-26-01 due to ~em opera!IOnal problems. ·t OWflr Oor.kllfV oroundwlrlar rnm""1llloon ~ya,,m ..tiut dfYWn on 311 ~ j
I
n
I
I
I
I
I
I
I
I
I
I
I
I
I
I I
I
I
I
,,..rn
Macon Sou,ca Ana
12-1·96 to 12·31-96
12-31--9810 1-27-99
1-27-99 IO 2·23--99
2-23-99 to 3-30-99
3-30-9910.(.29---99
.(-29-89 10 5--27,99
5--27 -99 lo 6-24-99
6-24-99 lo 7-29-99
7 -29-99 lo 6-27 -99
6-27-99 to 9-27-89
9-27-99 to 10-29-99
10-29-99 to 11-24-99
1 t-24-99 to 12-30-99
12-30--09 to 1-21--00
1-21--00102-25--00
3-1-00 to 3-31-00
3-31-00to4,27--00
4-27--00105--26-00
5,26--00 to 6-30-00
6-30--00 to 7 -26--00
7 -28-00 to 8-29-00
6-29--00 to 9-25-00
9-25--00 lo 1 0-26--00
10-26--00to 1-26-01
1-26-01 to•-20--01
•-20-01 to 7-19-01
7-19--01 to 10-18--01
11--08-01 lo 02-08-02
5--1-02 IO 7-31--02
8/1'1)2 to 10/3111)2
1111/02 lo 1131 /03
1111102 to 3/14/03
211 /03 to 4/30,'03
Yl..U3 to 7131/03
8J1/03tu 10/31/03
1111/03 to 1131/tM
211/tM lo 413Q,'()4
511/04 tu 07/31/tM
08Jll1/tM to 10/31/0,4
11/01/tM to 01131/05
TABLE 11
SUMMARY OF MASS voe REMOVAL ESTIMATES
MACON/DOCKERY. SITE
RICHMOND COUNTY, NORTH CAROLINA
PAGE 3 OF 4
I Average I ota1
Flow Volume for voe Pounds ofVOC
"""" """' Concentration Remowd For Perloc Cumuhl!Ne voes RemOWld
(gallons) '""'-' """""' (Pounds) ...... 426.063 ss 0,0 020 .,, ... 364,7n " 0.19 o.a,
May-96 257,720 " 009 0.'8
Jun-96 114,043 60 0.06 05'
Jul-96 202.'77 " oo, 00, ....... 207,503 " 0,11 0.72
'"~" 209,649 " 0.11 0"
eo,.,e 101,512 " 0.05 "' Nov-116 116,354 "' oa. 0.0,
0,...., 137,0.5 42,6 0.05 0.97
Jan-97 1"6,036 42.6 005 '" Feb-97 215,730 '" 0.11 t.13
Mar-97 223,222 63.ll 0.12 ,,,
Ap(-97 253,1117 '" 0.13 1.36
May-97 223,177 82 0.15 rn
Jun.97 23-4,669 " "' 1.69
Jul-97 117,736 " 006 1.77
Aug-97 ~.243 124.9 005 "' Sep--97 "·"' 124.9 o.a. "' Oct-97 70.207 124.9 0 07 1.93
Nov-97 102,l26 122.5 0.10 2.03 ,_,, 11.t,452 122.5 0.12 2.15 ..... 176,387 122.5 0.18 2.33
Fel>--98 178,387 '"' 0.30 2.03
Mar-98 145,526 201.6 02' 2.87 ,.. ... 600.075 20UI '-01 "' ..... 410,905 1398 0'8 '" Jur>-911 ,431,360 1398 0.50 '·" Jul-911 329,835 "" 030 5.24
Aug•98 "73,093 "' 050 '" ..... 513,888 ,., 0.61 "' ""·" 493,8"9 ,., "' '·" NOY·96 "98,870 20, 06' 7.83
Oec•98 371,82.( "' 003 ...
Jar>-99 337,877 "' 0.57 '"' Fel>-99 38",12.( ... '·" 10.63
Mal-99 539,925 ... '·" 12.88 ,,, ... 431,729 .,, '60 '"' _,,
388,«3 '" '" 16 11
Jun-99 409,068 . ., >.50 1761
Jul-99 502,.(12 «> 1.85 111.48 ""' ... 228,82.( "" >.06 "" ..... 820,215 "" "' 24 . .(2
Oct-99 530,08 "" 2.51 26.93
NOY·99 390,353 "' 1.87 2880
""·" 50,5'5 "' "' 31.41
Jeo-00 170,316 "' 0.62 "'' '"""" 357.IWO , .. ' 0.55 32.78
.... ,.oo 335,782 18",5 '" "30 ,.,,.oo 331,270 18",5 0.51 l3.81
Me,.00 151,212 '" 0.19 "" Jun-00 300,123 '" 0.39 3".39
'"""' 231,991 '" 0.30 "" -186,4g.( "" 0.78 3547
Sop-00 IM.780 "'' 0.30 35.83
Oci.QO 180,071 so, 0.76 36.59
Jan--01 526,024 " 0.37 "·" 'P<-0> 261.860 " 0.19 37.15
Jul-01 220250 "' "' 38.14
Oct-0> 208,250 '" 0.91 "" Jan-02 120,992 "" "' 39 7.(
J,f-02 166,455 "' 0.'2 40,26
Oct-02 2!12,381 37' 0.62 ., 06 .... , 109,119 "' 0.S, ., "
Mar-03 16,977 .. , 009 41.51
Apr-03 96,452 .. , 0.53 ., "'
Jul--03 24,733 70.9 0.01 42.05
Oct-OS 66,«0.3 70,9 oa. ., 09
Jan-tM 1,061,901 ,0,.0 1.81 43.90
Jan-tM 78",057,1 "'0 1.30 "'" , .... 1,12'1,293.0 ,0,.0 1.92 47.12 , .... 912.927.0 ,0,.0 ,.,, "867 1
Jan-05 648,IWO.O , 160.5 \ 0.87 , 49.5' •
/
I
u
I S)'Slem
Ur\.Milcon
I
I
I
I
I
I
I 12•1-98to 12-31·98
12-31~8 to 1-27-IXI
1•27-99 to 2-23-99
2·23-99 to 3-30-99 I 3-30-99 to 4-29-99
4-29-IXI to 5-27-IXI
5.27.99 to S.24-99
S.24-99 to 7.~99
I 7.29.99 to 8-27-99
S.27.W to 9-27-99
9--27-99 to 10-29-99
10-29--99 to 11-24•99
11-24-IXlto 12-30-W
I 12-30-119 to 1-21-00
\-21-00 to 2-2S.OO
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 kr 6--30--00
8-30--00 to 7-26-00
7 -26--00 to 8-211-00
8-29-00 to 9-25--00
9-25--00to 10-26,00
I 1 0-26--00 to 1-26-01
1-26-01 to 4-20--01
4.20-()1 to 7-19-01
7.,11.0110 10-18-01
11--06-01 to 02-08-02 I 5-1-02to7-31--02
611/0210 10/31/02
11/1/02to1/311'03
211/03 to 4/30/03
I 511/03 lo 7131/03
6.11/0310 10/31/03
1111/0JID 1131/04
2/1/0410 4/30JD(
511/04 lo 07131/04
I 0Ml1/04 to 10/31/0,l
11/01/04 lo 01131/05
I
TABLE 11
SUMMARY OF MASS voe REMOVAL ESTIMATES
MACON/DOCKERY SITE
RICHMOND COUNTY, NORTH CAROLINA
PAGE40F 4
, . ....,. ,.,
Flow Volume fDf voe
"""' ,,.,,, Coocentn,lion R■=::~rio< Cumul■trve voes Removed
(gallons) ,...,_, (Pounds) (Poundsl
Mar-96 375,318 24.0 0.00 0.00 .,,, ... 709,725 24.0 0.14 0.22 ... , ... 482220 230 009 0.31
Jun-96 48,305 31.0 0.01 "' Jul-96 759,920 "' 0.14 0'6 ,.,,, ... 638,400 "0 0.16 0.82
"'~" 302,505 3,0 '" 0,70
Qct.,o 640,7&0 "0 OH 0.87
N~ ... 1171,1~ 25.3 0.18 '"' Deo-96 725,5'9 25.3 0.15 '"' Jen-97 ~.131 25.3 0.13 '" Feb-97 795,239 ,. . 0.18 "' Mar-97 939,710 24.4 0.19 "' Apr-97 918,060 24 ... 0.19 "' May-97 999,040 24.0 0.20 2.07
Jun-97 605,792 '" 0.12 2.19
Jul-97 223,859 24.0 '·"' '" Aug-97 91Hl79 230 0,17 2.(0
Sep-97 917,631 230 0.18 2.58
Oct-97 821,135 230 0.18 2.74
N0\1•97 1'10,796 16.0 "" 2.76
O.C-97 "'·"' HI.O "' 2.87
Jen-98 531,692 "0 00, '" Feb-98 1,051,002 "' 0.20 3.14
Maf-96 932,266 "' 0.18 3.32
Apt-gs 662,212 "' 0.13 3.45 ...,.,. 876.945 22.3 0.16 3.61
Jun-98 446.056 22.3 0.00 "' Jul--98 776.1115 2'3 0.14 "' Aug-98 857.122 22., 0.16 "' ~98 821,424 "' 0.15 4.14
Qci.98 718.543 "' 0.13 "' Nov-98 251.141 16.5 003 '·" 0.0.,0 713.232 '" 0.10 uo
Jan-IX! .,,,.. 16.5 0.11 4,51
Feb-99 586.5n 203 0.10 .. ,
Mar•9S 1.035,893 203 0.18 rn .,,,.,, 894,783 203 0.15 '·" "'•" 828,<MII 21.0 0.14 '" Jun-99 .. ,,,. 21.0 0.14 "' Jul-99 582,110 21.0 0.10 '" Aug.99 635,226 17.0 ow 5.41
"'•" 768,831 t7.0 0.11 '"' Oct-99 894,735 no 0.13 "' "~" 646,405 "' 0.07 rn
D&e-1111 575,3117 13,5 000 5.78
Joo-00 261,65& 13.5 003 5.81
Fo>-00 161.156 ,, 00, "' ""'"' 308,1152 ,, 0.02 '" A,,·00 416,369 " 0.03 5.87
"'"" 127.597 , .. 00, "' Jun-00 607,1151 , .. 0.07 '" Jul-Oil 425,691 "' O.OS 8" -380,1131 332 0.11 6.12
Sep,-00 919,139 "' 0.25 6.37
Od<JO 242,990 "' 0 0, 8.«
Jan-01 200,354 "' 0.00 '·" .,,,-0, 145,019 33.2 O.<M '·" .>w-0, 454,181 ... , 0.18 "' oa-0, 1,96(1.749 "' ' 0.76 7.48
Jan-02 7.215,481 .. "' 7.74
Jul--02 1,300,736 •• ODS 7.79
Od-0> 5n.44o .. 0" "' J•n--03 390,408 12.4 0.0. '" .,,,-03 2,545,412 12.4 "' 8.11
Jul--03 1,016,735 0.0 0.00 8.11
Cct-03 432,785 0.0 0 00 8.11 .,,,.... 2.375,008 3,e "' 8,74
""°' 4,041,045 "6 '" '80 .,,,.... 1,1107,409 ". 0'6 10.28
Jao-0< ~645,8112 31.6 0,0 10.96
Joo-OS 2,171,719• ,.,. '" . '200
j
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I
Well
Number
[ Upper
Dockery
MW 15*
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
2/12/1996 257.10 36.47
2/14/1996 36.96
2/15/1996 37.43
2/23/1996 38.80
2/28/1996 37.07
5/2/1996 38 08
6/5/1996 37.04
7/1/1996 38.76
7/31/1996 40.25
11/8/1996 38.56
2/5/1997 37.45
5/12/1997 37.07
8/5/1997 38.66
11/12/1997 42.23
2/4/1998 33.45
5/5/1998 33.55
8/5/1998 40.74
11/3/1998 44.12
2/10/1999 43.16
5/12/1999 44.94
8/5/1999 45.57
11/2/1999 46. 12
2/16/2000 40.91
5/8/2000 40.78
8/3/2000 42.85
1/18/200 I 43.28
7/11/2001 43.11
1/16/2002 4G.SG
7/31/2002 257.10 44.86
1/28/2003 38.18
7/10/2003 33.72
1/13/2004 42.20
6/28/2004 43.89
1/27/2005 46.91
Corrected
Groundwater
Elevation (ft)
I
220.63
220.14
219.67
218.30
220.03
219 02
220 06
218.34
216.85
218.54
219.65
220 03
218.44
214.87
223.65
223.55
216.36
212.98
213.94
212.16
211.53
210.98
216.19
216.32
214.25
213.82
213.99
210.54
212.24
218.92
223.38
214.90
213.21
210.19
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I
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I
I
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I
I
Well
Number
MW 15A
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
2/12/1996 257.29 34.77
5/2/1996 36.02
6/5/1996 35.96
7/1/1996 36.89
7/31/1996 38.20
11/8/1996 36.16
2/5/1997 35.53
5/12/1997 35.33
8/5/1997 36.88
11/12/1997 40 04
2/4/1998 31.91
5/5/1998 31.97
8/5/1998 38.55
11/3/1998 41.61
2/10/1999 40.53
5/12/1999 42.32
8/5/1999 43 03
11/2/1999 43.15
2/16/2000 38.30
5/8/2000 38.63
8/3/2000 40.85
1/18/2001 4105
7/11/2001 4 I 00
1/16/2002 44.70
7/30/2002 257.29 43.22
1/28/2003 36.19
7/10/2003 33.66
1/13/2004 42.24
6/28/2004 43.80
1/27/2005 44.37
Corrected
Groundwater
Elevation (ft)
222.52
221.27
221.33
220.40
219 09
221.13
221.76
221.96
220.41
217.25
225.38
225.32
218.74
215.68
216.76
214.97
214.26
214.14
218.99
218.66
216.44
216.24
216.29
212.59
214.07
221.10
223.63
215.05
213.49
212.92
/
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I
Well
Number
MWl8
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
2/12/1996 242.54 30.99
2/14/1996 32.80
2/15/1996 33.62
5/2/1996 34.40
6/5/1996 32.30
7/1/1996 34.02
7/31/1996 36.50
11/8/1996 37.96
2/5/1997 35.13
5/12/1997 34.03
8/5/1997 33.90
11/12/1997 37.84
2/4/1998 30.26
5/5/1998 36.90
8/5/1998 42.56
11/3/1998 46.49
2/10/1999 45.18
5/12/1999 46.27
8/5/1999 43.52
11/2/1999 45.67
2/16/2000 37.65
5/8/2000 37.72
8/3/2000 40.21
1/18/200 I 37.26
7/11/2001 39.40
1/16/2002 40.73
7/30/2002 242.54 38.68
1/28/2003 32.55
7/10/2003 24.95
1/13/2004 37.42
6/28/2004 38.91
1/27/2005 39.10
Corrected
Groundwater
Elevation (ft)
211.55
209.74
208.92
208.14
210.24
208.52
206 04
204.58
207.41
208.51
208.64
204.70
212.28
205.64
199.98
196.05
197.36
196.27
199 02
196.87
204.89
204.82
202.33
205.28
203.14
201.81
203.86
209.99
217.59
205.12
203.63
203.44
j
I
u
I
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I
I
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I
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I
I
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I
I
, I
I
Well
Number
MW20
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
2/12/1996 265.15 24.34
2/14/1996 25.34
2/15/1996 25.65
5/2/1996 22.47
6/5/1996 27.25
7/1/1996 27.80
7/31/1996 28.78
11/8/1996 20.12
2/5/1997 25.96
5/12/1997 24.95
8/5/1997 24.15
l 1/12/1997 26.35
2/4/1998 16.95
5/5/1998 19.32
8/5/1998 27.79
11/3/1998 26.43
2/10/1999 23.68
5/12/1999 27.23
8/5/1999 28.00
11/2/1999 23.68
2/16/2000 20.17
5/8/2000 24.32
8/3/2000 28.40
1/18/200 I 30.29
7/11/200 I 28.46
1/16/2002 33.49
7/30/2002 265.15 33.04
1/28/2003 23.53
7/10/2003 19.86
1/13/2004 24.14
6/28/2004 27.84
1/27/2005 3170
Corrected
Groundwater
Elevation (ft)
240.81
239.81
239.50
242.68
237.90
237.35
236.37
245.03
239.19
240.20
241.00
238.80
248.20
245.83
237.36
238.72
241.47
237.92
237.15
241.47
244.98
240.83
236. 75
234.86
236.69
231.66
232.11
241.62
245.29
241.01
237.31
233.45
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Well
Number
MW25*
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to·
Casing Groundwater
Elevation (ft) ( ft)
2/12/1996 227.33 26.90
2/14/1996 26.79
2/15/1996 26.83
2/23/1996 27.80
2/28/1996 26 09
5/2/1996 25.43
6/5/1996 25.55
7/1/1996 26.26
7/31/1996 27.38
11/8/1996 26.29
2/5/1997 25.27
5/13/1997 23.77
8/5/1997 26.30
11/12/1997 25.52
2/4/1998 25.46
5/5/1998 21.28
8/5/1998 28.37
11/3/1998 28.80
2/10/1999 28.82
5/12/1999 28.24
8/5/1999 30.77
11/2/1999 32.24
2/16/2000 29.93
5/8/2000 27.62
8/3/2000 31.85
I /18/200 I 32.02
7/11/2001 NM
1/16/2002 34.24
7/31/2002 227.33 33.60
1/28/2003 28.90
7/10/2003 23.10
1/13/2004 28.13
6/28/2004 29.40
1/27/2005 32.72
Corrected
Groundwater
Elevation (ft)
200.43
200.54
200.50
199.53
201.24
201.90
20 I. 78
201.07
199.95
201.04
202 06
203.56
201.03
201.81
201.87
206.05
198.96
198.53
198.51
199 09
196.56
195.09
197.40
199.71
195.48
195.31
193 09
193.73
198.43
204.23
199.20
197.93
194.61
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II
Well
Number
UD-1
Table 12
t.Ji'Ounuwater r.1evatw11 uata J m n
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
6/5/1996 251.50 81.78
7/1/1996 43.30
7/31/1996 83.70
11/8/1996 79.02
2/5/1997 81.92
5/13/1997 82.36
8/5/1997 38 02
11/12/1997 41.0 I
2/4/1998 33.76
5/5/1998 35.31
8/5/1998 78.03
11/3/1998 74.20
2/10/1999 74.22
5/12/1999 52.29
8/5/1999 75.77
11/2/1999 73.43
2/16/2000 41.18
5/8/2000 72.93
8/3/2000 76.60
1/18/200 I 78.24
7/11/200 I 43.02
1/16/2002 76.13
7/30/2002 251.50 44 08
1/28/2003 37.99
7/10/2003 66.21
1/13/2004 65.60
6/28/2004 80.12
1/27/2005 68.52
II
Corrected
Groundwater
Elevation (ft)
169.72
208.20
167.80
172.48
169.58
169.14
213.48
210.49
217.74
216.19
173.47
177.30
177.28
199.21
175.73
178.07
210.32
178.57
174.90
173.26
208.48
175.37
207.42
213.51
185.29
185.90
171.38
182.98
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I
I II II
Table 12
'"'-•-----.JI ____ .._ ___ .-;,) __ ._ ... : __ "-"--vruurmwatcr ~1cvauu11 uarn I Macon/Dockery Site
Richmond County, North Carolina
I Well Date Surveyed Depth to Corrected
Number Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
I UD-2 6/5/1996 251.42 38.27 213.15
7/1/1996 38.91 212.51
7/31/1996 4]15 210.27 I 11/8/1996 41.06 210.36
2/5/1997 75.03 176.39
I 5/ I 3/ 1997 78.95 172.47
8/5/1997 39.13 212.29
11/12/1997 42.18 209.24
I 2/4/1998 35.42 216.00
5/5/1998 37.41 214.01
8/5/1998 43.50 207.92
I 11/3/1998 78.08 173.34
2/10/1999 77.48 173.94
I 5/12/1999 76.76 174.66
8/5/1999 75.60 175.82
11/2/1999 75.57 175.85
I 2/16/2000 42.33 209.09
5/8/2000 7849 172.93
8/3/2000 68.05 183.37
I 1/18/200 I 74.64 176.78
7/11/2001 68.91 182.51
I 1/16/2002 NM
7/30/2002 251.42 45.13 206.29
1/28/2003 38.90 212.52
I 7/10/2003 79.83 171.59
1/13/2004 43.58 207.84
6/28/2004 45.05 206.37
I 1/27/2005 70.56 180.86
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I L
Table 12 II Groundwater E;cvation Data
Macon/Dockery Site
Richmond County, North Carolina
I Well
Number
Date Surveyed Depth to Corrected
Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
I UD-3 6/5/1996 249.66 86.42 163.24
7/1/1996 44.52 205.14
7/31/1996 86.69 162.97
I 11/8/1996 65.81 183.85
2/5/1997 40.12 209.54
I 5/13/1997 38.95 2I0.71
8/5/1997 39. 16 210.50
11/12/1997 42.42 207.24
I 2/4/1998 35.32 214.34
5/5/1998 84.67 164.99
8/5/1998 83.50 166.16
I 11/3/1998 78.82 170.84
2/10/1999 88.09 161.57
I 5/12/1999 73.42 176.24
8/5/1999 72.37 177.29
11/2/1999 79.06 170.60
I 2/16/2000 42.50 207.16
5/8/2000 68.86 180.80
8/3/2000 75.15 174.51
I 1/18/2001 68.59 181.07
7 /11/200 I 85.70 163.96
I 1/16/2002 76.01 173.65
7/30/2002 249.66 84.95 164.71
1/28/2003 38.49 211.17
I 7/10/2003 85.24 164.42
1/13/2004 44.80 204.86
6/28/2004 68.91 180.75
I 1/27/2005 68.10 181.56
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I
I
I
II Table 12 II Groundwater Elevation Data I Macon/Dockery Site
Richmond County, North Carolina
I Well
Number
Date Surveyed Depth to Corrected
Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
I UD--4 6/5/1996 239.07 92.60 146.47
7/1/1996 35.82 203.25
7/31/1996 92.37 146.70
I 11/8/1996 83.45 155.62
2/5/1997 93.40 145.67
I 5/13/1997 94.10 144.97
8/5/1997 30.77 208.30
11/12/1997 34.04 205.03
I 2/4/1998 26 70 212.37
5/5/1998 88.35 150. 72
8/5/1998 39 07 200.00
I 11/3/1998 62.72 176.35
2/10/1999 64.14 174.93
I 5/12/1999 87.15 151.92
8/5/1999 78.81 160.26
11/2/1999 77.21 161.86
I 2/16/2000 33.86 205.21
5/8/2000 85.88 153.19
8/3/2000 88.62 150.45
I 1/18/2001 34.04 205.03
7/11/200 I 36.41 202.66
I 1/16/2002 71.33 167.74
7/30/2002 239.07 54.50 184.57
1/28/2003 29.87 209.20
I 7/10/2003 17.20 221.87
1/13/2004 72.30 166.77
6/28/2004 70.15 168.92
I 1/27/2005 70.60 168.47
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II
I
Table 12 II "'-·-··-..l~--•-·· ...... ____ ... ~--..... _..__ \.JfUUIIUWatt:r C.lt:VallUII uata
Macon/Dockery Site
Richmond Countv, North Carolina
I Well
Number
Date Surveyed Depth to Corrected
Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
I UD-5 6/5/1996 239.02 28 01 21101
7/1/1996 32.35 206.67
I 7/31/1996 35.00 204.02
11/8/1996 34.8 I 204.21
2/5/1997 32.15 206.87
I 5/13/1997 30.59 208.43
8/5/1997 30.20 208.82
11/12/1997 33.83 205.19
I 2/4/1998 26.12 212.90
5/5/1998 70.09 168.93
8/5/1998 77.23 161.79
I 11/3/1998 81.40 157.62
2/10/1999 45.97 193.05
I 5/12/1999 61.76 177.26
8/5/1999 40.68 198.34
11/2/1999 42.35 196.67
I 2/16/2000 33.28 205. 74
5/8/2000 35.83 203.19
8/3/2000 34.63 204.39
I 1/18/200 I 33.55 205.47
7/11/2001 36.42 202.60
I 1/16/2002 36.30 202.72
7/30/2002 239.02 35.43 203.59
1/28/2003 28.76 210.26
I 7/10/2003 16.62 222.40
1/13/2004 68.40 170.62
6/28/2004 35.11 203.91
I 1/27/2005 44 09 194.93
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II
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I
I
I
II
Table 12
Grouildwater Elevation Data I Macon/Dockery Site
Richmond County, North Carolina
I Well Date Surveyed Depth to Corrected
Number Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
I UD-6 6/5/1996 240.91 29.60 211.31
7/1/1996 34.20 206.71
7/31/1996 32.79 208.12 I 11/8/1996 58.25 182.66
2/5/1997 56.03 184.88
I 5/13/1997 30.04 210.87
8/5/1997 31.05 209.86
11/12/1997 34.55 206.36
I 2/4/1998 26.56 214.35
5/5/1998 57.83 183.08
8/5/1998 64.94 175.97 I 11/3/1998 69.51 171.40
2/10/1999 68.86 172.05
I 5/12/1999 70.25 170.66
8/5/1999 68.63 172.28
11/2/1999 72.92 167.99
I 2/16/2000 33.52 207.39
5/8/2000 63.83 177.08
8/3/2000 34.90 206.01
I 1/18/2001 34.21 206.70
7/11/2001 DRY DRY
1/16/2002 37.95 202.96 I 7/30/2002 240.91 35.95 204.96
1/28/2003 29.59 211.32
I 7/10/2003 19.36 221.55
1/13/2004 36.34 204.57
6/28/2004 36.92 203.99
I 1/27/2005 4912 191.79
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I
I II II Table 12
,-, ______ • .J ____ ... ___ r.-, ____ .. : __ "-"--
\Jl"UUIIUWaltT ~lt:VaUUII uarn
I Macon/Dockery Site
Richmond County, North Carolina
I Well Date Surveyed Depth to Corrected
Number Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
I ,JD-7 6/5/1996 255.56 33.67 221.89
7/1/1996 26.35 229.21
7/31/1996 24.78 230.78
I 11/8/1996 16.21 239.35
2/5/1997 80.73 l 74.83
I 5/13/1997 60.14 195.42
8/5/1997 l 9.8 l 235. 75
11/12/1997 22.68 232.88
I 2/4/1998 11.64 243.92
5/5/1998 26.06 229.50
8/5/1998 77.38 178.18
I 11/3/1998 DRY DRY
2/10/1999 80.83 174.73
I 5/12/1999 80.04 175.52
8/5/1999 24.23 231.33
11/2/1999 20.10 235.46
I 2/16/2000 16.43 239.13
5/8/2000 19. 71 235.85
8/3/2000 26.46 229.10
I 1/18/2001 74.37 181.19
7/11/2001 25.40 230. I 6
1/16/2002 30.73 224.83 I 7/30/2002 255.56 29.70 225.86
1/28/2003 19.51 236.05
I 7/10/2003 18.55 237.01
1/13/2004 19.60 235.96
6/28/2004 19.19 236.37
I 1/27/2005 53.95 201.61
I
·I
I J •• ":---,..
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
UD-8
Table 12 ,,,.... _______ , ____ ._ ___ v, ____ .._: __ .-,._,.._ u1·uu11uwatc1· ~•~vauu11 uata
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
6/5/1996 259.43 34.43
7/1/1996 40.21
7/31/1996 37.50
11/8/1996 34.24
5/13/1997 33.61
8/5/1997 35.27
11/12/1997 39.24
2/4/1998 29.12
5/5/1998 30.46
8/5/1998 39.37
11/3/1998 62.26
2/10/1999 67.61
5/12/1999 73.95
8/5/1999 42.15
11/2/1999 41.58
2/16/2000 35.51
5/8/2000 37.34
8/3/2000 40.00
1/18/200 I 40.87
7/11/2001 40.72
1/16/2002 44.89
7/30/2002 259.43 43.17
1/28/2003 34.85
7/10/2003 18.75
1/13/2004 70.90
6/28/2004 6630
1/27/2005 70.50
Corrected
Groundwater
Elevation (ft)
225.00
219.22
221.93
225.19
225.82
224.16
220.19
23031
228.97
220.06
197.17
191.82
185.48
217.28
21 7.85
223.92
222.09
219.43
218.56
218.71
214.54
216.26
224.58
240.68
188.53
193.13
188.93
J
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
Lower
Docker~
MW 16
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to Corrected
Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
I
2/14/1996 159.97 31.40 128.57
2/15/1996 31.72 128.25
2123/1996 32.87 127.10
512/1996 32.70 127.27
6/5/1996 31. 79 128.18
7/1/1996 31.89 128.08
7/31/1996 33.48 126.49
11/8/1996 33.45 126.52
215/1997 30.13 129.84
5/13/1997 33 0 I 126.96
815/1997 33.74 126.23
11/12/1997 33.23 126.74
21411998 29.63 130.34
515/1998 32.22 127.75
815/1998 33.88 126.09
111311998 33.43 126.54
2/10/1999 32.76 127.21
5/12/1999 33.35 126.62
815/1999 34.12 125.85
11/2/1999 34.56 125.41
2/1612000 30.21 129.76
5/8/2000 NIA NIA
81312000 NIA NIA
1/1812001 Nol Measured -Obstruction
7/11/200 I 32.62 127.35
1/1612002 33.08 126.89
7/3112002 159.97 34.26 125.71
112812003 31.06 128.91
7/1012003 32.72 127.25
1/1312004 32.58 127.39
612812004 32.45 127.52
I 0/2112004 32.34 127.63
1127/2005 32.24 127.73
j
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
MW24*
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond Countv, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
2/14/1996 132.99 5.75
2/15/1996 5.95
2/23/1996 6.90
2/28/1996 6. 15
5/2/1996 6.56
6/5/1996 6.35
7/1/1996 6.75
8/ l/ 1996 6.91
11/8/ I 996 7.06
2/5/1997 5.44
5/13/1997 6.65
8/5/1997 7.61
11/12/1997 6.86
2/4/1998 4.98
5/5/1998 6.37
8/5/1998 7.76
11/3/1998 7.35
2/10/1999 6.59
5/12/1999 7.50
8/5/1999 8.31
11/2/1999 8.12
2/16/2000 5.01
5/8/2000 7.47
8/3/2000 9.15
1/18/200 I 6.03
7/11/2001 7.36
1/16/2002 7.01
7/31/2002 132.99 8.28
1/28/2003 6.00
7/10/2003 7.65
1/13/2004 6.67
6/28/2004 7.42
10/21/2004 6.47
1/27/2005 6.42
Corrected
Groundwater
Elevation (ft)
127.24
127.04
126.09
126.84
126.43
126.64
126.24
126 08
125.93
127.55
126.34
125.38
126.13
128 01
126.62
125.23
125.64
126.40
125.49
124.68
124.87
127.98
125.52
123.84
126.96
125.63
125.98
124.71
126.99
125.34
126.32
125.57
126.52
126.57
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
11
Well
Number
LD-1
Table 12 II r"_, ____ ...11 ____ .._ ___ ..... , ____ ... ~--""--•-
\.Jl'UllllUWHlt:f tlt:VHllUII uaut
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to Corrected
Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
6/5/1996 161.14 32.71 128.43
7/1/1996 33.52 127.62
7/31/1996 46.27 114.87
11/8/1996 56.64 104.50
2/5/1997 31.13 130.01
5/13/1997 56.46 104.68
8/5/1997 56.45 104.69
11/12/1997 56.47 104.67
2/4/1998 30.48 130.66
5/5/1998 55.3 105.84
8/5/1998 56.45 104.69
I l /3/1998 56.42 104.72
2/10/1999 56.40 104.74
5/12/1999 56.40 104.74
8/5/1999 56.43 104.71
11/2/1999 56.43 104.71
2/16/2000 31.32 129.82
5/8/2000 56.38 104.76
8/3/2000 NIA NIA
1/18/2001 32.59 128.55
7/11/2001 34.95 126.19
1/16/2002 34.00 127.14
7/30/2002 161.14 35.12 12602
1/28/2003 32.09 129 05
7/10/2003 31.99 129.15
1/13/2004 33.40 127.74
6/28/2004 Not Measured -System Suspended
11/20/2004 33.18 127.96
1/27/2005 33.12 128.02
j
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
r
Well
Number
LD-2
Table 12 II ,.-.. ______ __.~--"'---· r,,, ____ .._~--n_..__ \JfUUIIUWHLCI" ~•cvauu11 uarn
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to Corrected
Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
6/5/1996 154.80 26.93 127.87
7/1/1996 26.98 127.82
7/31/1996 35.50 119.30
11/8/1996 55.39 99.41
2/5/1997 25.28 129.52
5/13/1997 54.45 100.35
8/5/1997 55.49 99.31
11/12/1997 55.48 99.32
2/4/1998 25.12 129.68
5/5/1998 55.02 99.78
8/5/1998 55.45 99.35
11/3/1998 55.43 99.37
2/10/1999 55.40 99.40
5/12/1999 55.39 99.41
8/5/1999 55.43 99.37
11/2/1999 55.40 99.40
2/16/2000 25.42 129.38
5/8/2000 57.96 96.84
8/3/2000 NIA NIA
1/18/2001 26.66 128.14
7/11/2001 28.13 126.67
1/16/2002 28.26 126.54
7/30/2002 154.80 29.32 125.48
1/28/2003 26.25 128.55
7/10/2003 48.60 106.20
1/13/2004 47.95 106.85
6/28/2004 Not Measured -System Suspended
11/20/2004 27.35 127.45
1/27/2005 27.31 127.49
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
LD-3
Table 12 II r, ______ . .J ___ ,._ ___ r."1 ••.• £! •.. "•"-• vr·ummwaLcr· .£.1t:vauu11 uarn
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to Corrected
Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
6/5/1996 150.02 22.64 127.38
7/1/1996 22.70 127.32
7/31/1996 27.75 122.27
l l/8/1996 35.18 114.84
2/5/1997 20.97 129.05
5/13/1997 34.8 l 115.21
8/5/1997 36.92 113.10
11/12/1997 44.76 105.26
2/4/1998 20.64 129.38
5/5/1998 37.44 112.58
8/5/1998 39.58 110.44
l l/3/1998 38.87 111. 15
2/10/1999 40.25 109.77
5/12/1999 42.65 107.37
8/5/1999 43.35 106.67
11/2/1999 50.98 99.04
2/16/2000 20.93 12909
5/8/2000 50.64 99.38
8/3/2000 5100 99.02
1/18/2001 22.37 127.65
7/11/2001 23.5(, 126.46
l/16/2002 23.85 126.17
7/30/2002 150 02 24.55 125.47
1/28/2003 22.05 127.97
7/10/2003 41.79 108.23
1/13/2004 24.86 125.16
6/28/2004 Not Measured -Svslem Suspended
11/20/2004 23.25 126.77
1/27/2005 22.98 127.04
I
R
I
I f Table 12
,,..,. ______ ..) ___ .._ ___ r.i, ____ ... ~--.,._..__
I l ur·ummwaLer c.1evauu11 uata
Macon/Dockery Site
Richmond County, North Carolina
Well Date Surveyed Depth to Corrected
I Number Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
I LD-4 6/5/1996 148.16 20.67 127.49
7/l/ 1996 20.83 127.33
7/31/1996 24.50 123.66
I 11/8/1996 29.59 118.57
2/5/1997 18.96 129.20
5/13/1997 29.08 119.08
I 8/5/1997 30.04 118.12
11/12/1997 32.79 115.37
2/4/1998 18.50 129.66 I 5/5/1998 29.36 118.80
8/5/1998 31.11 117.05
I 11/3/1998 30.63 117.53
2/10/1999 31.09 117.07
5/12/1999 31.92 116.24
I 8/5/1999 32.77 I 15.39
11/2/1999 36.77 111.39
2/16/2000 19.37 128.79
I 5/8/2000 35.31 112.85
8/3/2000 36.74 111.42
I 1/18/200 I 20.40 127.76
7/11/2001 21.93 126.23
1/16/2002 21.93 126.23
I 7/30/2002 148. 16 22.78 125.38
1/28/2003 20.07 128.09
7/10/2003 45.44 102.72
I 1/13/2004 28.60 119.56
6/28/2004 Nol Measured -System Suspended
I 11/20/2004 21.22 126.94
1/27/2005 21.16 127.00
I
,I
I J
I
D
I II
Table 12 II r, ______ . -'~--••·• Pl •... .._=•-rt..J.. • ..__,ruu11uwatcr c.1cvauu11 uata
I Macon/Dockery Site
Richmond County, North Carolina
Well Date Surveyed Depth to Corrected
I Number Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
I LD-5 6/5/1996 168.03 26.49 14154
7/1/1996 34.66 133.37
7/31/1996 45.48 122.55
I 11/8/1996 45.86 122.17
2/5/1997 25.51 142.52
5/13/ I 997 50.26 117.77
I 8/5/1997 45.75 122.28
11/12/1997 45.75 122.28
2/4/1998 18.73 149.30
I 5/5/1998 45.39 122.64
8/5/1998 45.76 122.27
I 11/3/1998 45.78 122.25
2/10/1999 45.78 122.25
5/12/1999 45.74 122.29
I 8/5/1999 45.75 122.28
11/2/1999 45.71 122.29
2/16/2000 25.06 142.97
I 5/8/2000 45.42 122.61
8/3/2000 45.77 122.26
I 1/18/200 I 29.85 138.18
7/11/2001 26.65 141.38
1/16/2002 34.35 133.68
I 7/30/2002 168.03 29.72 138.31
1/28/2003 29.48 138.55
7/10/2003 42.30 125.73
I 1/13/2004 35.95 132.08
6/28/2004 Not Measured -System Suspended
I
11/20/2004 34.10 133.93
1/27/2005 33.85 134.18
I
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I I
D
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Well Date Surveyed Depth to
Number Casing Groundwater
Elevation (ft) (ft)
jMacon Source Area
MW2 2/12/1996 231.39 37.20
4/2/1996 38.33
5/1/1996 38.78
6/5/1996 38.96
7/1/1996 40.52
8/1/1996 43.21
11/8/1996 41.32
2/4/1997 38.83
5/12/1997 34.71
8/5/1997 35.36
11/12/1997 41.54
2/4/1998 37.43
5/5/1998 32.78
8/6/1998 35.93
11/3/1998 38.19
2/10/1999 38.80
5/12/1999 39.99
8/5/1999 40.49
11/2/1999 42.33
2/16/2000 37.84
5/8/2000 38.14
8/3/2000 45.80
1/18/200 I 41.19
7/10/200 I 39.74
1/16/2002 43.16
7/30/2002 231.39 43.15
1/28/2003 39.50
7/10/2003 33.40
1/13/2004 37.86
6/28/2004 38.95
1/27/2005 41.82
Corrected
Groundwater
Elevation (ft)
I
194.19
193.06
192.61
192.43
190.87
188.18
190.07
192.56
196.68
196.03
189.85
193.96
198.61
195.46
193.20
192.59
191.40
190.90
189.06
193.55
193.25
185.59
190.20
191.65
188.23
188.24
191.89
197.99
193.53
192.44
189.57
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D
m
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
MW2A
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
2/12/1996 230.83 37.45
2/14/1996 37.56
2/23/1996 39.78
2/28/1996 39.00
5/1/1996 38.68
6/5/1996 39.18
7/1/1996 40.37
7/30/1996 43.57
11/8/1996 40.91
2/4/1997 38.70
5/12/ I 997 35 06
8/5/1997 35.73
11/12/1997 41.25
2/4/1998 37.22
5/5/1998 32.66
8/6/1998 35.76
11/3/1998 37.90
2/10/1999 38.45
5/12/1999 39.71
8/5/1999 40.39
11/2/1999 42.07
2/16/2000 38.05
5/8/2000 38.35
8/3/2000 42.39
1/18/200 I 41.44
7/10/200 I 40.65
1/16/2002 43.05
7/30/2002 230.83 43.76
1/28/2003 39.80
7/10/2003 34.10
1/13/2004 37.97
6/28/2004 39.11
1/27/2005 42.10
Corrected
Groundwater
Elevation (ft)
193.38
193.27
191.05
191.83
192.15
191.65
190.46
187 26
189.92
192.13
195.77
195.10
189.58
193.61
198.17
195.07
192.93
192.38
191.12
190.44
188.76
192.78
192.48
188.44
189.39
190.18
187.78
187.07
191.03
196.73
192.86
191.72
188.73
I
D
D
R II Table 12 II ,., _______ ..I~--"---· ..... , ____ ,._~-~ .,._..__
\..tl"UUIIUWllltT ~•~vauu11 uma
Macon/Dockery Site
I Richmond County, North Carolina
Well Date Surveyed Depth to Corrected
I Number Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
MW3 2/12/1996 220.67 26.60 194.07
I 5/1/1996 28.35 192.32
6/5/1996 28. 16 192.51
7/1/1996 29.86 190.81
I 8/1/1996 30.01 190.66
11/8/1996 28.57 192.10
I 2/4/1997 26.03 194.64
5/12/1997 27.50 193.17
8/5/1997 26.08 194.59
I 11/12/1997 28.51 192.16
2/4/1998 23.79 196.88
5/5/1998 21.44 199.23
I 8/6/1998 23.39 197.28
11/3/1998 24.26 196.41
2/10/1999 42.46 178.21 I 5/12/1999 25.26 195.41
8/5/1999 26.64 194.03
I 11/2/1999 28.92 191.75
2/16/2000 27.05 193.62
5/8/2000 27.58 193.09
I 8/3/2000 29.33 191.34
I/ 18/200 I 31.82 188.85
7/11/2001 33.10 187.57
I 1/16/2002 35.98 184.69
7/30/2002 220.67 37.30 183.37
I 1/28/2003 33.34 187.33
7/10/2003 25.35 195.32
1/13/2004 28.80 191.87
I 6/28/2004 30.05 190.62
1/27/2005 31.20 189.47
I
I
I j
D
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
MW5
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
2/12/1996 234.51 37.62
4/2/1996 37.94
5/1/1996 38.02
6/5/1996 38.00
7/1/1996 39.69
8/1/1996 39.50
11/8/1996 37.17
2/4/1997 35.29
5/12/1997 33.60
8/5/1997 36.05
11/12/1997 38.44
2/4/1998 32.77
5/5/1998 28.49
8/6/1998 31. 72
11/3/1998 33.02
2/10/1999 33.61
5/12/1999 34.64
8/5/1999 36.71
11/2/1999 38.98
2/16/2000 37.11
5/8/2000 38.27
8/3/2000 39.92
1/18/2001 43.30
7/10/2001 44.69
1/16/2002 48.69
7/30/2002 234.51 50.85
1/28/2003 42.85
7/10/2003 26.17
1/13/2004 39.25
6/28/2004 4170
1/27/2005 45.15
Corrected
Groundwater
Elevation (ft)
196.89
196.57
196.49
196.51
194.82
195.01
197.34
199.22
200.91
198.46
196 07
201.74
206.02
202.79
201.49
200.90
199.87
197.80
195.53
197.40
196.24
194.59
191.21
189.82
185.82
183.66
19166
208.34
195.26
192.81
189.36
I
u
g
I
m
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
MW6
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
2/12/1996 237.13 39.79
4/2/1996 41.61
5/1/1996 41.90
6/5/1996 39.05
7/1/1996 4172
7/30/1996 44.27
11/8/1996 44.05
2/4/1997 39.08
5/12/1997 38.53
8/5/1997 39.86
11/12/1997 43.73
2/4/1998 40.43
5/5/1998 33.82
8/6/1998 37.85
11/3/1998 37.88
2/10/1999 38.77
5/12/1999 42.45
8/5/1999 43.18
11/2/1999 42.86
2/16/2000 40.74
5/8/2000 40. 13
8/3/2000 43.55
1/18/2001 46.32
7/10/200 I 43.03
1/16/2002 44.88
7/30/2002 237.13 47.30
1/28/2003 42.81
7/10/2003 35.56
1/13/2004 41.12
6/28/2004 43.16
1/27/2005 46.17
Corrected
Groundwater
Elevation (ft)
197.34
195.52
195.23
198.08
195.4 I
192.86
193.08
198.05
198.60
197.27
193.40
196.70
203.31
199.28
199.25
198.36
194.68
193.95
194.27
196.39
197.00
193.58
190.81
194.10
192.25
189.83
194.32
201.5 7
196.01
193.97
190.96
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
MW7
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
2/12/1996 228.41 35.57
4/2/1996 36.23
5/1/1996 36.63
6/5/1996 37.05
7/1/1996 38.32
8/1/1996 38.26
11/8/1996 38.69
2/4/1997 36.60
5/12/1997 33.34
8/5/1997 33.96
11/12/1997 39.10
2/4/1998 34.80
5/5/1998 30.41
8/6/1998 33.66
I 1/4/1998 35.84
2/l0/1999 36.31
5/12/1999 37.67
8/5/1999 38.34
11/2/1999 40.04
2/16/2000 36.30
5/8/2000 37 01
8/3/2000 46.40
1/18/2001 39.82
7/10/200 I 44.33
1/16/2002 40.76
7/30/2002 228.41 41.55
1/28/2003 38.02
7/10/2003 32.38
1/13/2004 36.25
6/28/2004 38.12
1/27/2005 39.55
Corrected
Groundwater
Elevation (ft)
192.84
192.18
191. 78
191.36
190.09
190.15
189.72
191.81
195.07
194.45
189.31
193.61
198.00
194.75
192.57
192.10
190.74
190 07
188.37
192.11
191.40
182.0 I
188.59
184 08
187.65
186.86
190.39
196 03
192.16
190.29
188.86
J
I
I
.I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
MW8
Table 12
,-, _______ _. ___ ,.. ___ r.o, ____ .._!-~ .,._,.__
\..J("UUIIUWUltT L1t:vauu11 uata
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
2/12/1996 234.54 39.98
4/2/1996 40 07
5/1/1996 41.01
6/5/1996 41.51
7/1/1996 43.26
8/1/1996 43.88
2/4/1997 42.76
5/12/1997 37.15
8/5/1997 38.69
11/12/1997 42.24
2/4/1998 36.18
5/5/ I 998 32.60
8/6/1998 35.02
I I /3/1998 36.66
2/10/1999 36.69
5/12/1999 37.91
8/5/1999 40.24
11/2/1999 42.64
2/16/2000 38.90
5/8/2000 41.58
8/3/2000 44.28
1/18/200 I 45.25
7 II 0/200 l 44.94
1/16/2002 45.79
7/30/2002 234.54 47.15
l/28/2003 43.17
7/10/2003 38.05
1/13/2004 42.41
6/28/2004 44.51
1/27/2005 45.36
Corrected
Groundwater
Elevation (ft)
194.56
194.47
193.53
193.03
191.28
190.66
191. 78
197.39
195.85
192.30
198.36
201.94
199.52
197.88
197.85
196.63
194.30
191.90
195.64
192.96
190.26
189.29
189.60
188.75
187.39
191.37
196.49
192.13
190.03
189.18
J
•
m
I II Table 12 II ,-.. ______ ._. ___ .._ ___ v, ____ .._~--.,._..__
\J1·ummwmcr t1cvauu11 uarn
Macon/Dockery Site
I Richmond County, North Carolina
Well Date Surveyed Depth to Corrected
I Number Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
MW8A 2/12/1996 234.44 44.83 189.61
I 4/2/1996 45.53 188.91
5/1/1996 45.81 188.63
6/5/1996 45.73 188.71
I 7/1/1996 49.12 185.32
8/1/1996 46.92 187.52
I 2/4/1997 44.27 190.17
5/12/1997 44.93 189.51
8/5/1997 45.82 188.62
I 11/12/1997 47.68 186.76
2/4/1998 33.47 200.97
5/5/1998 39.18 195.26
I 8/5/1998 43.38 191.06
11/3/1998 44.02 190.42
2/10/1999 42.21 192.23 I 5/12/1999 43.30 191.14
8/5/1999 44.93 189.51
I 11/2/1999 47.10 187.34
2/16/2000 44.11 190.33
5/8/2000 48.41 186.03
I 8/3/2000 48.10 186.34
1/18/2001 51. 71 182.73
7/10/200 I 52.70 181.74 I 1/16/2002 53.33 181.11
7/30/2002 234.44 56.13 178.31
I 1/28/2003 48.96 185.48
7/10/2003 42.65 191.79
1/13/2004 42.70 191.74
I 6/28/2004 44.85 189.59
1/27/2005 53.24 181.20
I
I
I I
D
D
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
MW9*
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
2/12/1996 254.08 46.60
2/14/1996 46.70
2/15/1996 47.68
2/23/1996 44.03
2/28/1996 46 04
5/1/1996 43.55
6/5/1996 42.89
7/1/1996 42.84
7/30/1996 42.30
11/8/1996 40.65
2/4/1997 41.68
5/12/1997 41.57
8/5/1997 43.38
11/12/1997 43.24
2/4/1998 38.80
5/5/1998 35.43
8/6/1998 39.84
11/3/1998 40.46
2/10/1999 40.98
5/12/1999 41.36
8/5/1999 43.25
11/2/1999 43.89
2/16/2000 48.36
5/8/2000 42.87
8/3/2000 44.45
1/18/2001 46.97
7/10/200 I 47.85
1/16/2002 DRY
7/30/2002 254.08 DRY
1/28/2003 48.93
7/10/2003 40.77
1/13/2004 42.66
6/28/2004 44.45
1/27/2005 46.56
.
Corrected
Groundwater
Elevation (ft)
207.48
207.38
206.40
210.05
208.04
210.53
211.19
2 l 1.24
211. 78
213.43
212.40
212.5 l
210.70
210.84
215.28
218.65
214.24
213.62
213.10
212.72
210.83
210.19
205.72
211.21
209.63
207.11
206.23
205.15
213.31
211.42
209.63
207.52
(
I
D
u
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
MWIO
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
2/12/1996 265.51 41.03
2/15/1996 40.88
4/2/1996 36.98
5/1/1996 35.76
6/5/1996 35.90
7/1/1996 35.96
7/30/1996 35.98
11/8/1996 333 I
2/4/1997 34.13
5/12/1997 33.64
8/5/1997 36.87
11/12/1997 38.41
2/4/1998 27.34
5/5/1998 26.19
8/6/1998 33 07
11/3/1998 33.78
2/10/1999 33.85
5/12/1999 34.86
8/5/1999 38.09
11/2/1999 40.02
2/16/2000 37.17
5/8/2000 37.95
8/3/2000 39.65
I/ 18/200 I 44.16
7/10/2001 44.57
1/16/2002 48.92
7/30/2002 265.51 50.18
1/28/2003 49.02
7/10/2003 34.01
1/13/2004 38.55
6/28/2004 45.45
1/27/2005 46.89
Corrected
Groundwater
Elevation (ft)
224.48
224.63
228.53
229.75
229.61
229.55
229.53
232.20
231.38
231.87
228.64
227. 10
238.17
239.32
232.44
231. 73
231.66
230.65
227.42
225.49
22834
227.56
225.86
221.35
220.94
216.59
215.33
216.49
231.50
226.96
220 06
218.62
/
I
I
I
I
D
D
I
I
I
I
I
I
I
I
I
I
I
Well
Number
MW II*
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
2/12/1996 271.92 30.72
2/23/1996 31.00
2/28/1996 30.00
5/1/1996 30.31
6/5/1996 31.41
7/1/1996 32.92
7/30/1996 34.42
11/8/1996 27.60
2/4/1997 27.26
5/12/1997 25.72
8/5/1997 30.63
11/12/1997 34.08
2/4/1998 19.95
5/5/1998 20.88
8/6/1998 29.66
11/3/1998 29.72
2/10/1999 26.02
5/12/1999 30.16
8/5/1999 35.27
11/2/1999 34.61
2/16/2000 27.39
5/8/2000 30.73
8/3/2000 36.60
1/18/200 I 38.79
7/10/200 I 36.66
1/16/2002 43.89
7/30/2002 271.92 42.63
1/28/2003 30.34
7/10/2003 24.90
1/13/2004 32.79
6/28/2004 35.01
1/27/2005 37.88
Corrected
Groundwater
Elevation (ft)
241.20
240.92
241.92
241.61
240.51
239.00
237.50
244.32
244.66
246.20
241.29
237.84
251.97
251.04
242.26
242.20
245.90
241.76
236.65
237.31
244.53
241.19
235.32
233. 13
235.26
228.03
229.29
241.58
247.02
239.13
236.91
234.04
/
I
I
I
I
I
D
a
I
I
I
I
I
I
I
I
I
I
I
Well
Number
MW !IA
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
2/12/1996 270.28 30.22
4/2/1996 27.05
5/1/1996 28.05
6/5/1996 30.62
7/1/1996 32.15
7/30/1996 33.11
11/8/1996 27.15
2/4/1997 26.94
5/12/1997 25.35
8/5/1997 29.60
11/12/1997 33.25
2/4/1998 19.90
5/5/1998 20.35
8/6/1998 29.12
11/3/1998 28.98
2/10/1999 25.82
5/12/1999 29.68
8/5/1999 34.48
11/2/1999 33.72
2/16/2000 27.30
5/8/2000 30.13
8/3/2000 35.15
1/18/200 I 37.88
7/10/200 I 36.06
1/16/2002 42.85
7/30/2002 270.28 42.75
1/28/2003 30 02
7/10/2003 24.20
1/13/2004 31.96
6/28/2004 34.18
1/27/2005 37.00
Corrected
Groundwater
Elevation (ft)
240.06
243.23
242.23
239.66
238.13
237.17
243.13
243.34
244.93
240.68
237.03
250.38
249.93
241.16
241.30
244.46
240.60
235.80
236.56
242.98
240.15
235.13
232.40
234.22
227.43
227.53
240.26
246 08
238.32
236.10
233.28
j
D
D
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
MW 19*
'
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
2/12/1996 236.89 38.49
2/14/1996 38.82
2/23/1996 40.90
2/28/1996 40.50
5/1/1996 38.44
6/5/1996 37.91
7/1/1996 39.23
7/30/1996 39.65
11/8/19% 37.10
2/4/1997 35.33
5/12/1997 33.37
8/5/1997 36.45
11/12/1997 38.38
2/4/1998 33.02
5/5/1998 27.69
8/6/1998 3130
11/3/1998 32.47
2/10/1999 33.08
5/12/1999 34.26
8/5/1999 36.45
11/2/1999 39 06
2/16/2000 37.92
5/8/2000 38.13
8/3/2000 39.75
1/18/200 I 43.00
7/10/200 I 47.18
1/16/2002 DRY
7/30/2002 236.89 DRY
1/28/2003 44.55
7 II 0/2003 34.15
1/13/2004 38.80
6/28/2004 42.03
1/27/2005 44.70
Corrected
Groundwater
Elevation (ft)
198.40
198.07
195.99
196.39
198.45
198.98
197.66
197.24
199.79
20156
203.52
200.44
198.51
203.87
209.20
205.59
204.42
203.81
202.63
200.44
197.83
198.97
198.76
197.14
193.89
189.71
192.34
202.83
198 09
194.86
192.19
I
0
I
u
a
I
I
I
I
I
I
I
I
I
I
I
Well
Number
UMS-1
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
6/5/1996 238.96 44.15
7/1/1996 44.70
7/30/1996 58.60
11/8/1996 58.88
2/4/1997 39.85
5/12/1997 40.80
8/5/1997 49.19
11/12/1997 54.30
2/4/1998 40.65
5/5/1998 43.38
8/6/19')8 50.18
11/3/1998 38.80
2/10/1999 39.54
5/12/1999 56.66
8/5/1999 58.78
11/2/1999 43.79
2/16/2000 41.71
5/8/2000 40.27
8/3/2000 44.60
1/18/2001 56.37
7 / 10/200 I 44.23
1/16/2002 47.90
7/30/2002 238.96 48.59
1/28/2003 42.91
7/10/2003 36.73
1/13/2004 49.00
6/28/2004 49.40
1/27/2005 53.95
I
Corrected
Groundwater
Elevation (ft)
194.81
194.26
180.36
180.08
199.11
198.16
189.77
184.66
198.31
195.58
188.78
200.16
199.42
182.30
180.18
195.17
197.25
198.69
194.36
182.59
194.73
191.06
190.37
196.05
202.23
189.96
189.56
185.01
I
B
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
UMS-2
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
6/5/1996 236.31 64.75
7 / I/ 1996 57.60
7/30/1996 64.58
11/8/1996 65.40
2/4/1997 62.15
5/12/1997 37.95
8/5/1997 38.56
11/12/1997 63.59
2/4/1998 56.75
5/5/1998 49.99
8/6/1998 53.66
11/3/1998 57.28
2/10/1999 62.24
5/12/1999 64.71
8/5/1999 65.15
11/2/1999 65.07
2/16/2000 41.08
5/8/2000 40.72
8/3/2000 64.83
1/18/200 I 44.22
7/10/2001 43.36
1/16/2002 46.18
7/30/2002 236.31 46.76
1/28/2003 42.80
7/10/2003 37.01
1/13/2004 40.58
6/28/2004 41.55
1/27/2005 40.03
Corrected
Groundwater
Elevation (ft)
171.56
178.71
171. 73
170.91
174.16
198.36
197.75
172.72
179.56
186.32
182.65
179.03
174.07
171.60
17116
171.24
195.23
195.59
171.48
192.09
192.95
190.13
189.55
193.51
199.30
195.73
194.76
196.28
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
UMS-3
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
6/5/1996 235.75 43.46
7/1/1996 72.78
7/30/1996 72.87
11/8/1996 73.13
2/4/ I 997 42.68
5/12/1997 71.80
8/5/1997 72.88
11/12/1997 62.98
2/4/ I 998 72.50
5/5/1998 38.95
8/6/1998 49.98
11/3/1998 67.65
2/10/1999 39.13
5/12/1999 39.95
8/5/1999 42.06
11/2/1999 44.31
2/16/2000 41.75
5/8/2000 68.22
8/3/2000 46.22
1/18/2001 71.61
7/10/200 I 58.5(,
1/16/2002 69.10
7/30/2002 235.75 71.73
1/28/2003 47.02
7/10/2003 40.00
1/13/2004 60.90
6/28/2004 56.50
1/27/2005 64.12
Corrected
Groundwater
Elevation (ft)
192.29
162.97
162.88
162.62
193.07
163.95
162.87
I 72. 77
163.25
196.80
185.77
168.10
196.62
195.80
193.69
191.44
194.00
167.53
189.53
164.14
177.19
166.65
164 02
188.73
195.75
174.85
179.25
171.63
/
D
I
I
II Table 12 II "-·----...I~.-"'---· P ■----"-~--r._..__
I l uf'uunuwaLcr e,1cvauu11 uaLa
Macon/Dockery Site
Richmond County, North Carolina
I Well Date Surveyed Depth to Corrected
Number Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
I UMS-4 6/5/1996 236.53 75.66 160.87
7/1/1996 76.58 159.95
I 7/30/1996 76.98 159.55
11/8/1996 76.44 160.09
2/4/1997 36.60 199.93
I 5/12/1997 33.55 202.98
8/5/1997 77.68 158.85
11/12/1997 38.40 198.13
I 2/4/1998 77.88 158.65
5/5/1998 58.44 178.09
8/6/1998 78.04 158.49 I I 1/3/1998 78.05 158.48
2/10/1999 78.04 158.49
I 5/12/1999 53.82 182.71
8/5/1999 36.70 199.83
11/2/1999 49.62 186.91
I 2/16/2000 46.41 190.12
5/8/2000 39.50 197.03
8/3/2000 39.30 197.23
I 1/18/2001 42.02 194.51
7 /I 0/200 I 43.34 193.19
I 1/16/2002 46.19 190.34
7/30/2002 236.53 48.00 188.53
1/28/2003 45.38 191.15
I 7/10/2003 34.70 201.83
1/13/2004 63.30 173.23
6/28/2004 65.10 171.43
I 1/27/2005 57.90 178.63
I
I
I /
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
UMS-5
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
6/5/1996 257.62 82.55
7/1/1996 81.00
7/30/1996 82.87
11/8/1996 79.92
2/4/1997 82.95
5/12/1997 41.49
8/5/1997 82.62
11/12/1997 81.89
2/4/1998 81.93
5/5/1998 39.22
8/6/1998 57.57
11/3/1998 76.82
2/10/1999 80.76
5/12/1999 82.12
8/5/1999 83.24
11/2/1999 82.85
2/16/2000 82.45
5/8/2000 8l.19
8/3/2000 83.55
1/18/2001 77.49
7/10/200 I 66.30
1/16/2002 79.00
7/30/2002 257.62 76.65
l/28/2003 50.29
7/10/2003 77.51
1/13/2004 43.45
6/28/2004 45.61
1/27/2005 80.20
Corrected
Groundwater
Elevation (ft)
175.07
176.62
174.75
177.70
174.67
216.13
175.00
I 75.73
175.69
218.40
200.05
180.80
176.86
175.50
174.38
174.77
175.17
176.43
174 07
180.13
19132
178.62
180.97
207.33
180.11
214.17
212 0 I
177.42
I
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D
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
Upper
Macon
MW21*
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
2/14/1996 155.52 14.52
2/23/1996 15.60
2/28/1996 14.65
5/2/1996 14.38
6/5/1996 15.47
7/30/1996 7.02
11/7/1996 14.62
2/4/1997 14.48
5/12/1997 14.44
8/5/1997 15.25
11/12/1997 15.79
2/4/1998 13.98
5/5/1998 12.27
8/6/1998 14.33
11/3/1998 14.80
2/10/1999 13.74
5/12/1999 14.44
8/5/1999 16.71
11/2/1999 15.85
2/16/2000 14.25
5/8/2000 15.14
8/3/2000 17.85
1/18/200 I 17.75
7/10/200 I 17.86
1/16/2002 19.95
7/31/2002 155.52 19.20
1/28/2003 15.18
7/10/2003 14.57
1/13/2004 16.08
6/28/2004 17.21
1/27/2005 18.99
Corrected
Groundwater
Elevation (ft)
I
141.00
139.92
140.87
141.14
140.05
148.50
140.90
141.04
141.08
140.27
139. 73
141.54
143.25
141.19
140.72
141. 78
141.08
138.81
139.67
141.27
140.38
137.67
137.77
137.66
135.57
136.32
140.34
140.95
139.44
138.31
136.53
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
MW23*
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
2/14/1996 155.54 4.45
2/23/1996 5.73
2/28/1996 4.07
5/3/1996 5.19
6/5/1996 5.59
7/1/1996 7.56
7/30/1996 7.72
11/6/1996 6.19
2/4/1997 4.99
5/12/1997 5.88
8/5/1997 5.32
11/12/1997 6.47
2/4/1998 3.67
5/5/1998 4.11
8/6/1998 6.45
11/3/1998 6.47
2/10/1999 6.55
5/12/1999 7 06
8/5/1999 8.46
11/2/1999 8.98
2/16/2000 6.13
5/8/2000 6.78
8/3/2000 9.03
1/18/200 I 24.62
7/10/2001 8.77
1/16/2002 10.47
7/30/2002 155.54 10.15
1/28/2003 4.77
7/10/2003 4.65
1/13/2004 G.69
6/28/2004 7.62
1/27/2005 8.60
Corrected
Groundwater
Elevation (ft)
151.09
149.81
151.47
150.35
149.95
147.98
147.82
149.35
150.55
149.66
150.22
149.07
15 1.87
151.43
149.09
149.07
148.99
148.48
147.08
146.56
149.41
148.76
146.51
130.92
146.77
145.07
145.39
150.77
150.89
148.85
147.92
146.94
I
I
I
I
II II Table 12
Groundwater Elevation Data I Macon/Dockery Site
Richmond County, North Carolina
n Well Date Surveyed Depth to Corrected
Number Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
I UM-I 6/5/1996 183.68 37.01 146.67
7/1/1996 36.47 147.21
7/30/1996 41.10 142.58 I 11/8/1996 39.44 144.24
2/4/1997 39.36 144.32
I 5/12/1997 40.46 143.22
8/5/1997 42.03 141.65
11/12/1997 30.86 152.82
I 2/4/1998 45.99 137.69
5/5/ I 998 44.93 138.75
8/6/1998 46.32 137.36 I 11/3/1998 36.00 147.68
2/10/1999 46.23 137.45
I 5/12/1999 46.16 137.52
8/5/1999 47.19 136.49
11/2/1999 48.01 135.67
I 2/16/2000 37.34 146.34
5/8/2000 40.45 143.23
8/3/2000 Dry Dry
I 1/18/2001 31.40 152.28
7/10/200 I 45.00 138.68
I 1/16/2002 35.87 147.81
7/30/2002 183.68 34.75 148.93
1/28/2003 47.88 135.80
I 7 I I 0/2003 30.00 153.68
1/13/2004 39.95 143.73
6/28/2004 31.47 152.21
I 1/27/2005 52.60 13108
I
I
I
I
I
I
I
I
g
I
n
I
I
I
I
I
I
I
I
I
I
Well
Number
UM-2
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
6/5/1996 194.13 43.02
7/1/1996 47.95
7/30/1996 47.33
11/8/1996 45.41
2/4/1997 45.51
5/12/1997 46.24
8/5/1997 45.72
11/12/1997 40.01
2/4/1998 49.57
5/5/1998 48.14
8/6/1998 50.59
I I /3/1998 39.20
2/10/1999 48.11
5/12/1999 51.91
8/5/1999 52.68
11/2/1999 55.91
2/16/2000 44.84
5/8/2000 46.30
8/3/2000 30.10
1/18/200 I 40.50
7/10/200 I 51.53
1/16/2002 46.02
7/30/2002 194.13 44.46
1/28/2003 60.01
7/10/2003 37.03
1/13/2004 46.35
6/28/2004 40.05
1/27/2005 51.20
Corrected
Groundwater
Elevation ( ft)
151.11
146.18
146.80
148.72
148.62
147.89
148.41
154.12
144.56
145.99
143.54
154.93
146 02
142.22
141.45
138.22
149.29
147.83
164.03
153.63
142.60
148.11
149.67
134.12
157.10
147.78
154.08
142.93
I
I
I
I
I
n
D
I
I
I
I
I
I
I
I
I
I
I
Well
Number
UM-3
Table 12
,,. ______ J ____ .. ___ 171 ____ .. ! ___ ..,._,._ uruunuwaLcr 1;..1cvauur1 uarn
Macon/Dockery Site
Richmond Countv, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
6/5/1996 180.35 32.17
7/1/1996 32.18
7/30/19% 32.36
11/8/1996 32.31
2/4/1997 32.27
5/12/1997 32.25
8/5/1997 32.27
11/12/1997 19.81
2/4/1998 72.50
5/5/1998 32.24
8/6/1998 32.25
11/3/1998 19.69
2/10/1999 32.21
5/12/1999 32.21
8/5/1999 32.24
11/2/1999 32.24
2/16/2000 32.22
5/8/2000 32 05
8/3/2000 3209
1/18/2001 18.39
7/10/200 I 32.33
1/16/2002 22.75
7/30/2002 180.35 21.16
1/28/2003 33.77
7/10/2003 32.48
1/13/2004 19.40
6/28/2004 20 06
1/27/2005 24.50
Corrected
Groundwater
Elevation (ft)
148.18
148.17
147.99
148.04
148 08
148. 10
148.08
160.54
107.85
148.11
148.10
160.66
148.14
148.14
148.11
148.11
148.13
148.30
148.26
161.96
148.02
157.60
159.19
146.58
147.87
160.95
160.29
155.85
I
I
I
I
I
I
I
I
I
I
I
a
I
I
I
D
g
Well
Number
UM-4
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed· Depth to
Casing Groundwater
Elevation (ft) (ft)
6/5/1996 17191 21.85
7/1/1996 21.10
7/30/1996 27.55
11/8/1996 24.52
2/4/1997 25.62
5/12/1997 31.98
8/5/1997 30.54
11/12/1997 9.41
2/4/ I 998 38.19
5/5/1998 45.78
8/6/1998 4181
11/3/1998 9.30
2/10/1999. 47.70
5/12/1999 49.25
8/5/1999 40.13
11/2/1999 42.80
2/16/2000 13 00
5/8/2000 18.23
8/3/2000 29.10
1/18/200 I 8.18
7/10/200 I 22.53
1/16/2002 12.40
7/30/2002 171.91 I 1.08
1/28/2003 6.99
7/ I 0/2003 7.45
1/13/2004 12.83
6/28/2004 10.12
I /27 /2005 25.10
Corrected
Groundwater
Elevation (ft)
150.06
150.81
144.36
147.39
146.29
139.93
141.37
162.50
133.72
126.13
130.10
162.61
124.21
122.66
131.78
129.11
158.91
153.68
142.81
163.73
149.38
159.51
160.83
164.92
164.46
159.08
161.79
146.81
/
I
I
I
II Table 12 II ,-, _______ _. ____ ... ___ v, ____ .._:.~ .,._..__
uruu11uwaLcr r..1cvauu11 uata • Macon/Dockery Site
Richmond Countv, North Carolina
I Well
Number
Date Surveyed Depth to Corrected
Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
D UM-5 6/5/1996 168.32 I 177 156.55
7/1/1996 12.13 156.19
7/30/1996 16.92 151.40 u 1 l/8/1996 13.85 154.47
2/4/1997 14.92 l 53.40
I 5/12/1997 16.15 152.17
8/5/1997 13.65 154.67
l l/l 2/1997 6.09 162.23
I 2/4/1998 14.03 154.29
5/5/1998 17.38 150.94
8/6/1998 17.57 150.75
I l I /3/1998 6.09 162.23
2/10/1999 16.71 151.61
I 5/12/1999 19.45 148.87
8/5/1999 19.2 l 149.11
l 1/2/1999 26.98 141.34
I 2/16/2000 7.51 160.81
5/8/2000 I 1.03 157.29
8/3/2000 20.30 148.02
I 1/18/200 I 4.74 163.58
7/10/2001 16.72 151.60
I 1/16/2002 9.18 159.14
7/30/2002 168.32 7.44 160.88
1/28/2003 3.45 164.87
I 7/10/2003 3.85 164.47
1/13/2004 8.00 160.32
6/28/2004 6.49 161.83
I 1/27/2005 13.75 154.57
I
I
I /
I
I
I
I
D
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
UM-6
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond Countv, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
6/5/1996 173.05 11.72
7/1/1996 13.23
7/30/1996 17.58
11/8/1996 14.40
2/4/1997 14.79
5/12/1997 15.26
8/5/1997 14.45
11/12/1997 9.84
2/4/1998 10.5 I
5/5/1998 11.30
8/6/1998 16.40
11/3/1998 9.64
2/10/1999 16.32
5/12/1999 18.90
8/5/1999 18.90
11/2/1999 21.22
2/16/2000 I0.08
5/8/2000 13.17
8/3/2000 20.90
1/18/2001 8.62
7/10/200 I 18.75
1/16/2002 12.65
7/30/2002 173.05 11. 14
1/28/2003 7.59
7/10/2003 8.80
1/13/2004 10.25
6/28/2004 12.71
1/27/2005 12.95
Corrected
Groundwater
Elevation (ft)
161.33
159.82
155.4 7
158.65
158.26
157.79
158.60
163.21
162.54
161. 75
156.65
163.41
156. 73
154.15
154. 15
151.83
162.97
159.88
I 52.15
164.43
154.30
160.40
161.91
165.46
164.25
162.80
160.34
160.10
/
I
I
I
II
I
I Well
Number
I UM-7
I
I
I
I
I
I
I
I
I
I
I
I
I
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
6/511996 187.29 54.45
7/1/1996
7/30/1996
11/8/1996
2/4/1997
5/12/1997
8/5/1997
11/12/1997
2/4/1998
5/5/1998
8/6/1998
11/3/1998
2/10/1999
5/12/1999
8/5/1999
11/2/1999
2/16/2000
5/8/2000
8/3/2000
1/18/2001
7/10/200 I
1/16/2002
7/30/2002
l/28/2003
7/10/2003
1/13/2004
6/28/2004
1/27/2005
187.29
54.58
54.59
55.00
54.73
55.34
54.78
19.96
54.75
54.73
54.98
22.57
54.72
54.53
54.79
54.75
48.91
19.30
54.57
19.32
54.87
21.79
21.02
17.76
17.72
45.25
20.40
48.12
Corrected
Groundwater
Elevation (ft)
132.84
132.71
132.70
132.29
132.56
131.95
132.51
167.33
132.54
132.56
132.3 I
164.72
132.57
132.76
132.50
132.54
138.38
167.99
132.72
167.97
132.42
165.50
166.27
169.53
169.57
142.04
166.89
139.17
I
I Table 12
I Groundwater Elevation Data
Macon/Dockery Site
Richmond Countv, North Carolina
I Well Date Surveyed Depth to Corrected
Number Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
I !Lower
Macon
I MW4 2/14/1996 184.21 40.79 143.42
4/2/1996 46.08 138.13
5/2/1996 45.72 138.49
I 6/5/1996 43.29 140.92
7/1/1996 42.09 142.12
7/30/1996 45.71 138.50
I 11/8/1996 46.35 137.86
2/4/1997 40.86 143.35
I 5/12/1997 44.15 140.06
8/5/1997 44.08 140.13
11/12/1997 41.79 142.42
I 2/4/1998 42.77 141.44
5/5/1998 40.60 143.61
8/6/1998 41.77 142.44
I 11/3/1998 40.12 144.09
2/10/1999 43.22 140.99
5/12/1999 43.16 141.05 I 8/5/1999 26.48 157.73
11/2/1999 42.56 141.65
I 2/16/2000 39.70 144.51
5/8/2000 40.35 143.86
8/3/2000 41.15 143.06
I 1/18/200 I 42.24 141.97
7/10/2001 43.17 141.04
1/16/2002 45.26 138.95
I 7/30/2002 184.21 44.73 139.48
1/28/2003 34.52 149.69
I 7/10/2003 39.22 144.99
1/13/2004 39.35 144.86
6/28/2004 40.75 143.46
I 1/27/2005 40.56 143.65
I
I /
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
MWl2
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond Countv, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
2/14/1996 171.98 24.87
4/2/1996 26.18
5/2/1996 26.09
6/5/1996 25.97
7/1/1996 27.37
7/30/1996 27.55
11/8/1996 26.24
2/4/1997 24.38
5/12/1997 25.27
8/5/1997 25.66
11/12/1997 25.74
2/4/1998 22.58
5/5/1998 23.02
8/6/1998 24.35
11/3/1998 24.30
2/10/1999 24.12
5/12/1999 24.87
8/5/1999 26.48
11/2/1999 23.31
2/16/2000 22.54
5/8/2000 23.38
8/3/2000 25.05
1/18/2001 27.96
7/10/200 I 26.31
1/16/2002 30.82
7/30/2002 171.98 30.26
1/28/2003 25.04
7/10/2003 30.95
1/13/2004 24.86
6/28/2004 26.28
1/27/2005 25.10
Corrected
Groundwater
Elevation (ft)
147.11
145.80
145.89
146.01
144.61
144.43
145.74
147.60
146.71
146.32
146.24
149.40
148.96
147.63
147.68
147.86
147.11
145.50
148.67
149.44
148.60
146.93
144.02
145.67
141.16
141.72
146.94
141.03
147.12
145.70
146.88
/
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
MW 13*
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond Countv, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
2/14/1996 188.67 49.22
2/23/1996 50.20
2/28/1996 49.25
4/2/1996 50.85
5/211996 51.38
6/5/1996 49.88
7/1/1996 50.55
7/30/1996 51.59
11/8/1996 52. 15
2/4/1997 49.40
5/12/1997 49.42
8/5/1997 49.32
11/11/1997 50.29
2/4/1998 48.25
5/5/1998 42.56
8/6/1998 45.70
11/3/1998 47.33
2/10/1999 49.14
5/12/1999 49.11
8/5/1999 50.19
11/2/1999 49.41
2/16/2000 !18.23
5/8/2000 48.05
8/3/2000 50.40
1/18/200 I 50.52
7/10/200 I DRY
1/16/2002 DRY
7/30/2002 188.67 53.10
1/28/2003 48.61
7/10/2003 40.01
1/13/2004 46.50
6/28/2004 48.46
1/27/2005 49.71
Corrected
Groundwater
Elevation (ft)
139.45
138.47
139.42
137.82
137.29
138.79
138.12
137.08
136.52
139.27
139.25
139.35
138.38
140.42
146.11
142.97
141.34
139.53
139.56
138.48
139.26
140.44
140.62
138.27
138.15
DRY
135.57
140.06
148.66
142.17
140.21
138.96
I
I
I
I
I
D
I
I
I
I
I
I
I
I
I
I
Well
Number
MW 14
Table 12
Groundwater Elevation Data
M aeon/Dockery Site
Richmond Countv, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
2/14/1996 177.34 34.24
4/2/1996 dry
5/2/1996 dry
(,/5/1996 35.19
7/1/1996 dry
7/30/1996 dry
11/8/1996 dry
2/4/1997 34.63
5/12/1997 dry
8/5/1997 dry
11/11/1997 dry
2/4/1998 34 09
5/5/1998 33.80
8/6/1998 35.22
11/3/1998 34.76
2/10/1999 dry
5/12/1999 dry
8/5/1999 drv
11/2/1999 33.50
2/16/2000 32.32
5/8/2000 32.18
8/3/2000 41.70
1/18/2001 dry
7/10/200 I 35.27
1/16/2002 DRY
7/30/2002 177.35 35.65
1/28/2003 34.16
7/10/2003 30.03
1/13/2004 33.96
6/28/2004 34.53
1/27/2005 34.54
Corrected
Groul)dwater
Elevation (ft)
143. 10
dry
dry
142.15
dry
dry
dry
142. 71
dry
dry
dry
143.25
143.54
142.12
142.58
dry
dry
dry
143.84
145.02
145.16
135.64
dry
142 07
141.69
143. I 8
147.32
143.39
142.82
142 ie) I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
MW 14R
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond Countv, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
2/14/1996 175.95 34.50
4/2/1996 38.81
5/2/1996 39.27
6/5/1996 38.85
7/1/1996 37.98
7/30/1996 40.03
11/8/1996 40.39
2/4/1997 35.60
5/12/1997 38.74
8/5/1997 37.61
11/11/1997 37 09
2/4/1998 35.81
5/5/1998 35.65
8/6/1998 37.32
11/3/1998 36.18
2/10/1999 37.37
5/12/1999 37.50
8/5/1999 37.67
11/2/1999 34.22
2/16/2000 32.68
5/8/2000 32.18
8/3/2000 Dry
1/18/200 I 36.75
7/10/200 I 35.80
1/16/2002 39.44
7/30/2002 175.95 38.74
1/28/2003 34.48
7/10/2003 30.07
1/13/2004 34.57
6/28/2004 35.02
1/27/2005 35.03
Corrected
Groundwater
Elevation (ft)
141.45
137.14
136.68
137.10
137.97
135.92
135.56
140.35
137.21
138.34
138.86
140.14
140.30
138.63
139.77
138.58
138.45
138.28
141.73
143.27
143.77
Dry
139.20
140.15
136.51
137.21
141.47
145.88
141.38
140.93
140.92
/
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
MW22*
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
2/14/1996 128.25 5.73
2/23/1996 6.76
2/28/1996 5.59
5/2/1996 6.87
6/5/1996 7.05
7/1/1996 6.78
7/30/1996 2.31
11/8/1996 6.96
2/4/1997 6.03
5/12/1997 6.80
8/5/1997 6.56
11/11/1997 6.24
2/4/1998 5.64
5/5/1998 5.92
8/6/1998 6.46
11/3/1998 6.10
2/10/1999 6.24
5/12/1999 6.59
8/5/1999 6.94
11/2/1999 5.98
2/16/2000 5.42
5/8/2000 6.12
8/3/2000 7.25
1/18/200 I 9.48
7 /I 0/200 I NM
1/16/2002 6.80
7/30/2002 128.25 7.42
1/28/2003 6.97
7/10/2003 5.36
1/13/2004 6.05
6/28/2004 6.61
1/27/2005 6.52
Corrected
Groundwater
Elevation (ft)
122.52
121.49
122.66
121.38
121.20
121.4 7
125.94
121.29
122.22
121.45
121.69
122 0 I
122.61
122.33
121.79
122.15
122 01
121.66
121.31
122.27
122.83
122.13
121.00
118.77
121.45
120.83
121.28
122.89
122.20
121.64
121.73
/
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
LM-1
Table 12
Groundwater Elevation Data
M aeon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
6/5/1996 175.68 69.79
7/1/1996 38.61
7/30/1996 69.78
11/8/1996 70.04
2/4/1997 36.12
5/12/1997 68.90
8/5/1997 69.94
11/11/1997 38.31
2/4/1998 69.65
5/5/1998 69.87
8/6/1998 69.86
11/3/1998 37.57
2/10/1999 61.89
5/12/1999 57.69
8/5/1999 60.57
11/2/1999 35.04
2/16/2000 33.00
5/8/2000 35.72
8/3/2000 36.30
1/18/200 I 37.41
7/10/200 I 37.73
1/16/2002 40.41
7/30/2002 175.68 39.40
1/28/2003 62.00
7/10/2003 30.79
I/ 13/2004 36.70
6/28/2004 35.79
1/27/2005 36.95
Corrected
Groundwater
Elevation (ft)
105.89
137.07
105.90
I05.64
139.56
106.78
105.74
137.37
106.03
105.81
105.82
138.11
113.79
117.99
115.11
140.64
142.68
139.96
139.38
138.27
137.95
135.27
136.28
113.68
144.89
138.98
139.89
138.73
I
I
I
I
I
I
B
I
I
I
I
I
I
, I
I
I
I
I
I
Well
Number
LM-2
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
6/5/1996 157.20 62.06
7/1/1996 25 08
7/30/1996 58.36
11/8/1996 62.16
2/4/1997 25.98
5/12/1997 63.50
8/5/1997 56.96
11/11/1997 26.86
2/4/1998 53.33
5/5/1998 43.23
8/6/1998 40.85
11/3/1998 26.30
2/10/1999 37.86
5/12/1999 33.61
8/5/1999 30.68
11/2/1999 24.80
2/16/2000 23.85
5/8/2000 24.30
8/3/2000 31.00
1/18/200 I 26.37
7/10/2001 28.78
1/16/2002 28.72
7/30/2002 157.20 28.08
1/28/2003 24.99
7/10/2003 21.22
1/13/2004 25.60
6/28/2004 25.40
1/27/2005 26.84
Corrected
Groundwater
Elevation (ft)
95.14
132.12
98.84
95.04
131.22
93.70
100.24
130.34
103.87
113.97
116.35
130.90
119.34
123.59
126.52
132.40
133.35
132.90
126.20
130.83
128.42
128.48
129.12
132.21
135.98
131.60
131.80
130.36
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Well
Number
LM-3
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
6/5/1996 157 09 61.16
7/1/1996 27.78
7/30/1996 49.40
11/8/1996 67.24
2/4/1997 27.11
5/12/1997 57.52
8/5/1997 42.42
11/11/1997 27.78
2/4/1998 43.27
5/5/1998 33.48
8/6/1998 3348
11/3/1998 26.75
2/10/1999 34.02
5/12/1999 33.78
8/5/1999 34.08
11/2/1999 26.24
2/16/2000 24.50
5/8/2000 2544
8/3/2000 36.07
1/18/2001 26.93
7 / I 0/200 I 3642
1/16/2002 29.00
7/30/2002 157.09 28.80
1/28/2003 25.78
7 /I 0/2003 22.49
1/13/2004 32.25
6/28/2004 33.15
1/27/2005 34 09
Corrected
Groundwater
Elevation (ft)
95.93
129.31
107.69
89.85
129.98
99.57
114.67
129.31
113.82
123.61
123.61
130.34
123.07
123.31
123 01
130.85
132.59
131.65
121.02
130.16
120.67
128 09
128.29
131.31
134.60
124.84
123.94
123.00
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Well
Number
LM-4
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Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
6/5/1996 166.84 68.60
7/1/1996 37.72
7/30/1996 56.91
11/8/1996 74.86
2/4/1997 36.82
5/12/1997 67.80
8/5/1997 55.14
11/11/1997 37.29
2/4/1998 56.01
5/5/1998 4603
8/6/1998 45.00
11/3/1998 36.29
2/10/1999 46.40
5/12/1999 46.35
8/5/1999 47.23
11/2/ I 999 36.75
2/16/2000 35.35
5/8/2000 40.15
8/3/2000 49.50
1/18/2001 37.51
7/10/200 I 7.20
1/16/2002 39.41
7/30/2002 166.84 39.87
1/28/2003 31.25
7/10/2003 21.35
1/13/2004 35.60
6/28/2004 35.60
I /27 /2005 37.66
Corrected
Groundwater
Elevation (ft)
98.24
129.12
109.93
91.98
130.02
99.04
111. 70
129.55
I 10.83
120.81
121.84
130.55
120.44
120.49
119.61
130.09
131.49
126.69
117.34
129.33
159.64
127.43
126.97
135.59
145.49
131.24
131.24
129.18
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Well
Number
LM-5
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
6/5/1996 186.59 66.50
7/1/1996 43.91
7/30/1996 66.80
11/8/1996 66.86
2/4/1997 42.85
5/12/1997 66.90
8/5/1997 66.84
11/11/1997 43.84
2/4/1998 66.88
5/5/1998 67.99
8/6/1998 68.04
11/3/1998 42.10
2/10/1999 68.12
5/12/1999 67.73
8/5/1999 68.12
11/2/1999 42.45
2/16/2000 41.35
5/8/2000 75.54
8/3/2000 54.57
1/18/2001 44.20
7 /10/200 I 45.00
1/16/2002 47.00
7/30/2002 186.59 46.35
1/28/2003 42.32
7/10/2003 37.06
1/13/2004 41.45
6/28/2004 42.08
1/27/2005 42.00
Corrected
Groundwater
Elevation (ft)
120.09
142.68
119.79
119.73
143.74
119.69
119. 75
142. 75
119.7 I
118.60
118.55
144.49
118.47
118.86
118.47
144.14
145.24
11105
132.02
142.39
141.59
139.59
140.24
144.27
149.53
145.14
144.51
144.59
------ -
Semi-Ann.
Groundwater/ Air Samo I es Januarv Febmarv
Unn.-r Docker.' Influent X
r Inner Dockery Effluent X
Lower Dockerv Influent
Lower Dockcr.' Efl1uent
~facon Source Influent X
Macon Source Effluent X
Unner ~[aeon Influent X
Lower :-.facon Influent X
U/L r-.tacon EIIluent X
~fW-16 and ~IW-24
12 groundwater wells X
4 air stacks X
Pro-' line X
ISamples 1 VOCs voes
: 8010/8020 8010
9 lnfluent effluent S""""les 7
MW15-UD I
M\\'25-UD I
MW16-LD I
~IW24 • LD I
~IW2A-~!SA I
~!W9 -MSA I
MWII -MSA I
MWI9 -11SA I
MW21-UM I
MW23 -U~! I
MWI3 -LM I
~fW22 -L~l I
Dunlicak I (MW-9) I
Dunlicatc 2 (MW-2A) I
~is-11Mso-1 n1w-nt 2
~!S-2/MSD-2 (~IW-1 I) 2
Trin Blanks 4
Total Samnle!! 20 9
- - - -
March
Total
Metals
7
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2•
2
25
TABLI•/
1'3
Proposed 200-l/2005 Sampling Schedul<"
Macon/Docke~-su.,
Richmond Count~·. N"orth Carolina
Quarterly Semi-Ann.
.• -ril Uav June Julv
X
X X -' V xJ
X
X X
X
X
X X
X
X
X
X
~iercury TSS Manganese
7470 160.2
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2 2
2
7 25 I
-- - -
Quartcrlv
:\UP11sl S--tcmhcr Octoh.!r Novcmba-
X -rx /
X
X
X
• Total ~feta.ls Without Cadmium
u Total ~Ietals Without Cadmium or Lead
11 ~Ianganese sample collected from U/L Macon
~tidlluent
IA.ir Samples -five samples per semi-annual event.
-- -
December
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APPENDIX A
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Severn Trent Laboratories, Inc.
ANALYTICAL REPORT
Job Number. 680-157.1
Job Descrtption: Macon Dockery
For:
lrminger Consulting, Inc.
7015 Ertnbrook Drive
Concord, NC 28025
Attention: Mr. Steve lrminger
Angle Welmerskirk
Project Manager I
[e-mail]
03/07/2005
STL Savannah 5102 LaRocheAvenue, Savannah, GA 31404
Tel [phone] Fax [phone] www stf-inc com
Page 1 of 40
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METHOD SUMMARY
Client: lrminger Consulting, Inc Job Number: 6B0-157 .1
Job Descrip1ion: Macon Dockery
Descri_p_ti.,o_n._ _____________________ M __ e __ t __ h __ o __ d~-----P--re .. p.._a __ r __ a_ti ... o_n __ M __ e_th_o __ d __ _
Matrix: Water
Volatile Organic Compounds by GCIMS
Purge-and-Trap
SW846 8260B
Inductively Coupled Plasma -Mass Spectrome1ry SW846 6020
SW846 5030B
Acid Digestion of Wa1ers for Total Recoverable or Dissolved Metals SW846 3005A
Mercury in Liquid Waste (Manual Cold Vapor Technique) SW846 7470A
Mercury in Liquid Waste (Manual Cold VaporTechnique)/Preparation SW846 7470A
Residue, Non-Filterable (Gravimetric, Dried at 103-105C) MCAWW 160.2
REFERENCES
MCAWW -"Methods For Chemical Analysis Of Water And Wastes", EPA-600/4-79-020, March 1983 And Subsequent
Revisions.
SW846 -''Test Methods For Evaluating Solid Waste, Physical/Chemical Methods", Third Edition, November 19B6 And
Its Updates.
STL Savannah
Page 2 of 40
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I SAMPLE RESULTS
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I Page 4 of 40
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Client: lrminger Consulting, Inc.
Lab Sample ID Client Sample ID
680-1fi7-1 MW-2A
680-157-2 MW-9
680-157-3 MW-11
680-157-3MS MW-11
680-157-3MSD MW-11
680-157-4 MW-15
680-157-5 MW-16
680-157-6 MW-19
680-157-7 MW-21
680-157-8 MW-22
680-157-9 DUP I
680-157-10 DUP2
680-157-11 Trip Blank 1
680-157-12 Trip Blank 2
STL Savannah
SAMPLE SUMMARY
Job Number. 680-157 1
Job Description: Macon Dockery
Date/Time Date/Time
Client Matrix Sampled Received
Water 01/26/2005 0000 02/01/2005 0923
Water 01128/2005 0000 0210112005 0923
Water 01/26/2005 0000 02/0112005 0923
Water 01/28/2005 0000 02/0112005 0923
Water 01128/2005 0000 02101 /2005 0923
Water 0 I /2812005 0000 0210 I /2005 0923
Water 01/28/2005 0000 02101/2005 0923
Water 01 /2812005 0000 02101/2005 0923
Water 01128/2005 0000 02/01/2005 0923
Water 01/2812005 0000 02/01/2005 0923
Water 01128/2005 0000 02/0112005 0923
Water 01128/2005 0000 02101/2005 0923
Water 01128/2005 0000 02/01/2005 0923
Water 0 I 12812005 0000 02101/2005 0923
Page 3 of 40
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Client: lrminger Consulting, Inc.
Client Sample ID:
Lab Sample ID: .
Client Malrix:
MW-2A
680-157-1
Water
Analytical Data
Job Number: 680-157.1
Date Sampled: 01/28/2005 0000
Date Received: 02/01/2005 0923
8260B Volatile Organic Compounds by GC/MS
Method: 8260B Analysis Batch: 680-792
Preparation:
Dilution:
Date Analyzed:
Date Prepared:
Analyte
Acetone
Benzene
Chloroform
5030B
20
02/03/2005 1403
N/A
1, 1-0ichloroethane
1,2-0ichloroethene, Total
1, 1-Dlchloroethene
Methylene Chloride
Tetrachloroethene
Toluene
1, 1, 1-Trichloroothane
Trichloroethane
Vinyl chloride
Xylenes, Total
Surrogate
-·-•···-···-·--
4-Bromofluorobenzene
Dibromofluoromethane
Toluene-dB
STL Savannah
Result (ug/L)
20
2.0
2-0
8.1
2.0
300
40
41
2.0
18
6.7
2.0
6.0
%Rec
96
106
96
Page 5 of 40
Instrument ID: GCIMS Volatiles • 0
Lab File ID: 04655. d
Initial WeighWolume: 5 ml
Final WeighWolume: 5 ml
Qualifier RL
u 20
u 2.0
u 2.0
2.0
u 2.0
2.0
u 4.0
2.0 u 2.0
20
20
u 2.0
u 6.0
Qualifier Acceptance Limits
-·-·····-··--·-·
77 -120
75 • 123
79 • 122
·-···----------
n Client: lrminger Consulting, Inc
Client Sample ID:
Lab Sample ID:
Client Matrix:
MW-9
680-157-2
Water
Analytical Data
Job Number. 680-157 1
Dale Sampled: 01/28/2005 0000
Dale Received: 02/01/2005 0923
8260B Volatile Organic Compounds by GC/MS
n
n
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D
Method: 8260B Analysis Batch: 680-792
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Preparation: 5030B
Dilution: 1.0
Date Analyzed:
Date Prepared:
02/03/2005 1504
NIA
Analyte
--·-··-·· ·-·---. ·····--··--··-·--
Acetone
Benzene
Chloroform
1, 1-Dichloroethane
1,2-0ichloroethene, l otal
1, 1-Dichloroethene
Methylene Chloride
Tetrachloroethene
Toluene
1, 1, 1-Trichloroethane
Trichloroethane
Vinyl chloride
Xylenes, Total
Surrogate
··-----·
4-Bromoftuarobenzene
Dibromofluoromethane
Toluene-dB
I STL Savannah
Result (ug/L)
···-.... ---·--·------
10
1.0
1.0
37
10
60
2.0
15
1.0
9.3
9.3
4.8
3.0
%Rec
93
110
97
I Page 6 of 40
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Instrument ID: GC/MS Volatiles -0
Lab File ID: o4659 .d
Initial WeighWolume: 5 ml
Final WeighWolume: 5 ml
Qualifier RL
u 10
u 1.0
u 1.0
1.0
1 0
to
u 2.0
1.0
u 1.0
1.0
1.0
1 0 u 3.0
Qualifier Acceptance Limits
77 -120
75 -123
79 -122
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Client: lrminger Consulting! Inc.
Client Sample ID:
Lab Sample ID:
Client Matrix:
MW-11
680-157-3
Water
Analytical Data
Job Number: 880-157. 1
Date Sampled: 01/28/2005 0000
Date Received: 02/01/2005 0923
8260B Volatile Organic Compounds by GC/MS
Method: 8260B Analysis Batch: 680-792
n
D
0
D
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Preparation: 50308
Dilution: 10
Date Analyzed:
Date Prepared:
02/03/2005 1534
NIA
Analyte
Acetone
Benzene
Chloroform
t , t -Dichloroethane
1,2-Dichloroethene, Total
1, 1-Dlchloroethene
Methylene Chloride
Tetrachloroethene
Toluene
1, 1, 1-Trichloroethane
T richloroethene
Vinyl chloride
Xylenes, Total
Surrogate
·----·-··
4-Bromoftuorobenzene
Dibromofluoromethene
Toluene-dB
I STL Savannah
Result ( ug/L)
10
1.0
1 0
1 0
1.0
1.0
2.0
1.0
10
1 0
1.1
1.0
3.0
%Rec
95
108
97
I Page 7 of 40
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Instrument ID: GC/MS Volatiles -0
Lab File ID: 04661 d
lnttial WeighWolume: 5 ml
Final WelghWolume: 5 ml
Qualifier RL
u 10
u 1.0
u 1.0
u 1.0
u 1.0
u 1.0 u 2.0
u 1.0
u 1 0
u 1.0
1.0
u 1.0
u 3.0
Qualifier Acceptance Limits
77 -120
75 -123
79 -122
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Client: lrminger Consulting, Inc.
Client Sample 1D:
lab Sample ID:
Client Matrix:
MW-15
6B0-157-4
Water
Analytica I Data
Job Number. 680-157.1
Date Sampled: 01 /2812005 0000
Date Received: 02/01/2005 0923
82608 Volatile Organic Compounds by GCIMS
Method: 82608
50308
1 0
Analysis Batch: 680-792 Instrument ID: GCIMS Volatiles -0
Preparation:
Dilution:
Date Analyzed:
Date Prepared:
Analyte
Acetone
Benzene
Chloroform
02/03/2005 1604
NIA
1, 1-Dichloroethane
1,2-Dichloroethene, Total
1, 1-Dlchloroethene
Melhyle.ne Chloride
Tetrachloroethene
Toluene
1, 1, 1-Trichloroethane
Trichloroethene
Vinyl chloride
Xyleries, Total
Surrogate
4-Bromofluorobenzene
Oibromofluoromethane
Toluene-dB
Result (ugll)
10
1 0
1.0
3.9
1.0
93
2.0
1 0
1.0
90
1.0
1.0
3.0
%Rec
95
105
97
lab File ID: o4663.d
Initial WeighWolume: 5 ml
Final WeighWolume: 5 ml
Qualifier
u
u
u
u
u
u
u
u
u
Qualifier
Rl
10
1 0
1.0
1.0
1.0
1.0
2.0
1.0
1.0
1.0
1.0
10
30
Acceptance limits
77 -120
75 -123
79 -122
I STL Savannah
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Client: lrrninger Consulting, fnc.
Client Sample ID:
Lab Sample ID:
Client Matrix:
MW-16
680-157-5
Water
Analytical Data
Job Number: 680-157 .1
Date Sampled: 01/28/2005 0000
Date Received: 02/01/2005 0923
8260B Volatlle Organic Compounds by GC/MS
0
0
D
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Melhod: 8260B Analysis Batch:
Preparation: 5030B
Dilution: 1.0
Date Analyzed: 02/03/2005 1635
Date Prepared: NIA
Analyte
. ---··-·----. ··--· -··-
Acetone
Benzene
Chlorofonn
1, 1-Dichloroethane
1,2-Dichloroethene, Total
1, 1-Dlchloroethene
Methylene Chloride
Tetrachtoroethene
Toluene
1, 1, 1-Trichloroathahe
Trichloroethene
Vinyl chloride
Xylenes, Total
Surrogate
4-Bromofluorobenzene
Dibromofluoromethane
Toluene-dB
I STL Savannah
680-792
Result (ug/L)
10
1 0
10
99
1.0
1.0
2.0
1.0
1 0
21
1.0
1.0
30
%Rec
96
103
97
I Page 9 of 40
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Instrument ID: GC/MS Volatiles -0
Lab File ID: 04665 d
Initial WeighWolume: 5 ml
Final WeighWolume: 5 ml
Qualifier RL
u 10
u 1 0
u 1.0
1.0
u 1.0
1.0
u 20
u 1.0
u 1.0
1.0
u 1.0
u 1.0 u 3.0
Qualifier Acceptance Limits
77 -120
75 -123
79 -122
g
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Client: lrminger Consulting, Inc
Client Sample ID:
Lab Sample ID:
Client Matrix:
MW-19
680-157-6
Water
Analytical Data
Job Number: 680-157 1
Date Sampled: 01/28/2005 0000
Date Received: 02/01/2005 0923
8260B Volatile Organic Compounds by GC/MS
D
D
D
D
D
D
D
Method: 8260B Analysis Batch: 680--792
I
Preparation:
Dilution:
Dale Analyzed:
Date Prepared:
Analyte,
---.......... ····-··-··
Acetone
Benzene
Chloroform
5030B
2.0
02/03/2005 2026
NIA
1, 1-Dichloroethane
1,2-Dichloroethene, Total
1, 1-Dlchloroethene
Methylene Chloride
T elrachloroethene
Toluene,
1, 1, 1-Trichloroethane
T richloroethene
Vinyl ch lo ride
Xylenes, Total
Surrogale
···-----···-----
4wBromc>fluorobenzene
Dibromofluoromethane
Toluene-dB
I STL Savannah
Result (ug/l)
20
2.0
2.0
11
20
220
4.0
52
20
23
78
2.0
60
%Rec
94
110
98
I Page 10 of 40
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Instrument ID: GC/MS Volaliles -O
Lab File ID: 04683 d
Initial WelghWolume: 5 ml
Final WeighWolume: 5 ml
Qualifier Rl
....... ··-·. u 20
u 20
u 2.0
2.0
2.0
2.0
u 4.0
2.0
u 20
20
2.0
u 2.0 u 6.0
Qualifier Acceptance Limits
77 • 120
75 • 123
79 • 122
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Client: lrrninger Consulting, Inc
Client Sample ID:
Lab Semple ID:
Client Matrix:
MW-21
680-157-7
Waler
Analytical Data
Job Number: 680-157.1
Date Sampled: O 1/28/2005 0000
Date Received: 02/01/2005 0923
8260B Volatile Organic Compounds by GC/MS
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Method: 82608 Analysis Batch: 680-792
Preparation:
Dilution:
Date Analyzed:
Date Prepared:
Analyte
Acetone
Benzene
Chloroform
50308
1.0
02/03/2005 1734
N/A
1, 1-Dichloroethane
1,2-Dichloroethene, Total
1, 1-Dichloroethene
Methylene Chloride
Tetrachloroethene
Toluene
1 , 1, 1-Trichloroethane
T richloroethene
Vinyl chloride
Xylenes, Total
Surrogate
Result (ug/L)
10
1.0
1 0
2.0
24
1 5
2.0
1 9
1.0
1.0
7.5
1.0
30
%Rec
---·-----------------------·------·--·-····----··---~---·-·
4-BromofJuorobenzene 96
Dibromoftuoromelhane 106
T oluene--d8 97
I STL Savannah
I Page 11 of40
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Instrument ID: GC/MS Volatiles -0
Lab File ID: o4669.d
Initial WeighWolume: 5 ml
Final WeighWolume: 5 ml
Qualifier RL
---.. ·--··--·-·-·· u 1D
u I 0
u 1 0
1 0
1.0
1.0
u 2.0
1.0
u , 0
u 10
10
u 1.0 u 3.0
Qualifier Acceptance Limits
77 -120
75 -123
79-122
I
I
Client: lrminger Consulting, Inc.
Client Sample ID:
Lab Sample ID:
Client Matrix:
MW-22
6B0-157-B
Waler
Analytical Data
Job Number: 680-157. I
Date Sampled: 0 t 12812005 0000
Dale Received: 02/01/2005 0923 g
u
0
n
n
D
0
0
D
82608 Volatile Organic Compounds by GC/MS
Method: 82606 Analysis Batch: 680-792 Instrument ID: GC/MS Volatiles -0
Preparation: 50308 Lab File ID: 04671.d
Dilution: 10 lnltlal WeighWolume: 5 ml
Date Analyzed: 02/0312005 1803 Final WeighWolume: 5 ml
Date Prepared: NIA
Analyte Result {ug/L) Qualifier RL
....... --·-··-
Acetone 10 u 10
Benzene 1 0 u 1 0
Chloroform 1.0 u 1 0
1, 1-Dichloroethane 11 1 0
1,2-Dichloroethene, Total 1.0 u 1 0
1, 1-Dlcl1loroethene 1.7 1.0
Methylene Chloride 2.0 u 2.0
T elrachloroethene 1 0 u 1.0
Toluene 1.0 u 1.0
1, 1, 1-Trichloroethane 1.0 1.0
Trichloroethene 10 u 1.0
Vinyl chloride 1.0 u 1.0
Xylenes, Total 3.0 u 3.0
Surrogate %Rec Qualifier Acceptance Limils
-----·-----------·--. -4~Bromofluorobenzene 93 77 -120
Dibromofluoromethane 104 75 -123
Toluene-dB 97 79 -122
I
II STL Savannah
• Page 12 of 40
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Client: lrminger Consutting, Inc.
Client Sample ID:
Lab Sample ID:
C lien! Matrix:
DUP 1
680--157-9
Water
Analytical Data
Job Number: 680-157 .1
Date Sampled: O 1/2812005 0000
Date Received: 07J0112005 0923
8260B Volatile Organic Compounds by GC/MS
D Method: 8260B Analysis Batch: 680-792
I
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Preparation: 5030B
Dilution: 1.0
Date Analyzed:
Date Prepared:
02103/2005 1825
NIA
Analyte
····-·-,._,., ____ ,. ... ····-··-··-··---
Acetone
Benzene
Chloroform
1, 1-Dichloroethane
1,2-Dichloroethene, Total
1, 1-Dichloroethene
Methylene Chloride
Tetrachloroethene
Toluene
1, 1, I-Trichloroethane
Trichloroethane
Vinyl chloride
Xylenes, Total
Surrogale
4-Bromofluorobenzene
Dibromofluoromethane
Toluene-dB
I STL Savannah
Result {ug/L)
10
1.0
1.0
37
11
60
2.0
15
1.0
96
96
5.0
3.0
%Rec
95
109
97
I Page 13 of 40
I
Instrument ID: GCIMS Volatiles -0
Lab File ID: o4673 d
Initial WelghWolume: 5 ml
Final WeighWolume: 5 ml
Qualif~r Rl
---··---------··-~---u 10
u 1.0
u 1.0
1.0
1.0
1.0
u 2.0
1.0 u 1.0
1.0
1.0
1 0 u 3.0
Qualifier Acceplance Limits
n-120
75 -123
79 -122
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D
D
Client: lrminger Consulting, Inc
Client Sample ID:
Lab Sample ID:
Client Matrix:
DUP2
680-157-10
Water
Analytical Data
Job Number: 680-157.1
Date Sampled: 01128/2005 0000
Date Received: 02/01/2005 0923
8260B Volatile Organic Compounds by GC/MS
Method: 82608 Analysis Batch: 680-792
I
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Preparation: 50308
Dilution: 2.0
Date Analyzed:
Date Prepared:
02/03/2005 2002
NIA
Anelyte ........ ---· -·-··. ····-"······--
Acetone
Benzene
Chloroform
1, 1-Dichloroethane
1,2-Dichloroethene, Total
1, 1-Dichloroethene
Methylene Chloride
Tetrachloroethene
Toluene
1, 1, !-Trichloroethane
Trichloroethane
Vinyl chloride
Xylenes, Total
Surrogate
. ······-··········-·
4-Bromofluorobenzene
Dibromo11uoromethane
T oluene-<l8
I STL Savannah
Result (ug/L)
. ·····-·---------·· ---·
20
20
20
8.5
20
310
4.0
42
2.0
19
6.9
2.0
6.0
%Rec
94
110
97
instrument ID: GC/MS Volatiles -0
Lab File ID: 04681.d
Initial WeighWolume: 5 ml
Final WeighWolume: 5 ml
Qualifier RL
···········"---·· u 20 u 2.0
u 20
20
u 20
20
u 4.0
2.0
u 2.0
2.0
2.0
u 2.0
u 6.0
Qualifier Acceptance Limfts
.... ----·--····•-·-··------· ------····-----------_, ___________
77 -120
75 -123
79 -122
·····-····--
I Page 14 of 40
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Client: lrminger ConstJlting, Inc.
Client Sample ID:
Lab Sample ID:
Client Matrix:
Trip Blank 1
680-157-11
Water
Analytical Data
Job Number: 680-157. 1
Date Sampled: 01/28/2005 0000
Date Received: 02/01/2005 0923
8260B Volatile Organic Compounds by GCIMS
Method: 8260B Analysis Batch: 680-792
Preparation:
Dilution:
Date Analyzed:
Date Prepared:
Analyte
Acetone
Benzene
Chloroform
5030B
1.0
02/03/2005 1849
N/A
1, 1-Dichloroethane
1,2-Dichloroethene, Total
1, 1-Dlchloroethene
Methylene Chloride
Telrachlorcethene
Toluene
1, 1, 1-Trichloroelhane
T richloroethene
Vinyl chloride
Xylenes, Total
Surrogate
4-Bromofluorobenzene
Dibromofluoromethane
Toluene-dB
STL Savannah_
Result (ug/L)
. ··-,_ -,_ ·-···----··"··-·· -···
10
1.0
1.0
1.0
1 0
10
2.0
1.0
1.0
1.0
1.0
l.O
3.0
%Rec
95
107
98
Page 15 of 40
Instrument ID: GC/MS Volatiles -0
Lab File ID: 04675.d
Initial WeighWolume: 5 ml
Final WeighWolume: 5 ml
Qualifier RL
u 1D
u 1.0
u 1.0
u 1.0
u 1 .0
u 1. 0
u 20
u 1.0
u 1.0
u l.O u 1.0
u 1.0
u 30
Qualifier Acceptance Limns
77 -120
75 -123
79 -122
I
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Client: lrminger Consulting, Inc.
Client Sample ID:
Lab Sample ID:
Client Matrix:
Trip Blank 2
680-157-12
Water
Analytical Data
Job Number. 680-157 .1
Dale Sampled: 01/2812005 0000
Date Received: 02/01/2005 0923
8260B Volatile Organic C'.ompounds by GC/MS
Method:
Preparation:
Dilution:
Dale Analyzed:
Date Prepared:
Analyte
Acetone
Benzene
Chloroform
8260B
5030B
1 0
02/0312005
N/A
1, 1-Dichloroelhane
1,2-Dichloroethene, Total
1, 1-Dichloroelhene
Methylene Chloride
Telrechloroelhene
Toluene
1, 1,1-Trichloroethane
T richloroethene
Vinyl chloride
Xylenas, Total
Surrogate
4-Bromofluorobenzene
Dibromofluoromethane
Toluene-dB
STL Savannah
Analysis Balch:
1913
680-792
Result (ug/l)
10
1 0
10
1.0
1.0
1.0
2.0
1.0
10
1.0
1.0
1.0
3.0
%Rec
93
107
97
Page 16 of 40
Instrument ID: GC/MS Volatiles -0
lab File ID: o4677.d
Initial WelghWolume: 5 ml
Final WeighWolume: 5 ml
Qualifier
u
u
u
u
u
u
u
u
u
u
u
u
u
Qualifier
RL
10
1.0
1.0
1 0
1.0
1.0
2.0
1.0
1.0
1.0
1.0
1.0
3.0
Acceptance Limits
77 -120
75 -123
79 -122
I
I
6
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I
I
Client: lrminger Consulting, Inc
Client Sample ID: MW-2A
Lab Sample ID: 680-157-1
Client Matrix: Water
Analytical Data
Job Number: 680-157. 1
Date Sampled: 0112812005 0000
Dale Received: 02/01/2005 0923
6020 Inductively Coupled Plasma -Mass Spectrometry
Method:
Preparation:
Dilution:
Date Analyzed:
Date Prepared:
Analyta
Ba
Cr
Mn
Zn
STL Savannah
6020
3005A
1.0
Analysis Batch: 680-1766
Prep Batch: 680-555
02/11/2005 0125
02/04/2005 0752
Result (ug/L)
120
10
5.0
20
Page 17 of 40
Instrument ID: ICP MS
Lab File ID: NIA
lnlllal WelghWolume: 50 ml
Final WeighWolume: 250 ml
Qualifier RL
50
10
50
20
u u u
I
a
n
D
I
I
I
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I
I
I
I
I
I
I
I
I
I
~
Client: lnnlnger ConsuHing, Inc
Client Sample ID: MW-9
lab Sample ID: 680-157-2
Clienl Matrix: Water
Analytical Data
Job Number: 680-157 1
Dale Sampled: 01/28/2005 0000
Date Received: 02/01/2005 0923
6020 Inductively Coupled Plasma -Mass Spectrometry
Method:
Preparation:
Dilution:
Date Analyzed:
Date Prepared:
Analyte
Ba
Cd
Cr
Mn
Pb
Zn
STL Savannah
6020
3005A
1.0
Analysis Batch: 680-1766
Prep Batch: 680-555
02/11/2005 0132
02/04/2005 0752
Result (ug/l)
450
0.31
22
3400
3.0
37
Page 18 of 40
Instrument ID: ICP MS
Lab File ID: NIA
lnttial WeighWolume: 50 ml
Final WeighWolume: 250 ml
Qualifier Rl
u
50
0.30
10
50
3.0
20
D
I
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I
I
Client: lrminger Consulting, Inc
Client Sample ID: MW-11
Lab Sample ID: 680-157-3
Client Matrix: Water
AnalyUcal Data
Job Numbe~ 680-157 .1
Date Sampled: 01/28/2005 0000
Date Received: 02/01/2005 0923
6020 Inductively Coupled Plasma -Mass Spectrometry
Method: 6020
Preparation: 3005A
Dilution: 1. 0
Analysis Batch: 680-1766
Prep Balch: 680-555
Date Analyzed: 02/11/2005 0139
Date Prepared: , 02/04/2005 0752
Instrument ID: ICP MS
Lab File ID: N/A
Initial WeighWolume: 50 ml
Final WeighWolume: 250 ml
Analyte Result (ug/L) Qualifier RL
50
0.30
10
50
30
20
Ba 120
Cd 0.30 U
Cr 10 U
Mn 14
~ 3.0 U
~ m u
STL Savannah
Page 19 of 40
Client: lrminger Consulting, Inc.
Client Sample ID: MW-15
Lab Sample ID: 680-157-4
Client Matrix: Water
Analytical Data
Job Number: 680-157. 1
Date Sampled: 01128/2005 0000
Dale Received: 02/01/2005 0923
I
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I
I
I
I
I
I
I
I
I
I
6020 Inductively Coupled Plasma -Mass Spectrometry
Method:
Preparation:
Dilution:
Date Analyzed:
Date Prepared:
Analyte
Ba
Cd
Cr
Mn
Pb
Zn
Melhod:
Preparation:
Dilution:
Date Analyzed:
Date Prepared:
Analyte
Hg
I STL Savannah
8020
3005A
1.0
Analysis Batch: 880-1766
Prep Balch: 680-555
02/11/2005 0216
02/04/2005 0752
Result (ug/L)
250
0.30
100
280
31
90
lnslrument ID: ICP MS
Lab File ID: N/A
lnltlal WelghWolume: 50 ml
Final WeighWolume: 250 ml
Qualifier RL
50
0.30
10
50
3.0
20
u
7470A Mercury in Liquid Waste (Manual Cold Vapor Technique)
7470A
7470A
1.0
Analysis Batch: 680-1032
Prep Batch: 680-559
02/08/2005 1105
02/04/2005 0B57
Result (ug/L)
0.56
Instrument ID: LEEMAN 1
Lab File ID: N/A
Initial WeighWolume: 50 ml
Final WeighWolume: 50 ml
Qualifier RL
0 20
I Page 20 of 40
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Client: lrminger Consultfng, Inc.
Client Sample ID: MW-16
Lab Sample ID: 680-157-5
Client Malrix: Water
Analytical Data
Job Number: 680-157 1
Date Sampled: O 112812005 0000
Date Received: 02/01/2005 0923
6020 Inductively Coupled Plasma -Mass Spectrometry
Method:
Preparation:
Dilution:
Date Analyzed:
Date Prepared:
Analyte
Cd
Cr
Mn
Pb
STL Savannah
6020
3005A
Analysis Batch: 680-1766
Prep Batch: 680-555
1.0
02/11/2005 0237
02/04/2005 0752
Result ( ug/L)
0.30
10
6.0
3.0
Page 21 of 40
Instrument ID: ICP MS
Lab File ID: N/A
Initial WeighWolume: 50 ml
Final WelghWolume: 250 ml
Qualifier RL
0.30
10
50
30
u u
u
I
I
D
I
I
I
I
I
I
I
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I
I
Client: lrminger Consulting, Inc.
Client Sample ID: MW.19
Lab Sample ID: 680•157•6
Client Matrix: Water
Analytical Data
Job Number: 680•157.1
Date Sampled: 01/28/2005 0000
Date Received: 02/01/2005 0923
6020 Inductively Coupled Plasma . Mass Spectromeby
Method:
Preparation:
Dilution:
Date Analyzed:
Date Prepared:
Analyte
Ba
Cr
Mn
Zn
Method:
Preparation:
Dilution:
Date Analyzed:
Date Prepared:
6020
3005A
1.0
Analysis Batch: 680-1766
Prep Batch: 680·555
02/1112005 0244
02/04/2005 0752
Result (ug/L)
230
760
1600
46
Instrument ID: ICP MS
Lab File ID: N/A
Initial WelghWolume: 50 ml
Final WeighWolume: 250 ml
Qualifier RL
50
10
50
20
7470A Mercury in Liquid Waste (Manual Cold Vapor Technique)
7470A
7470A
10
Analysis Batch: 680· 1032
Prep Batch: 680·559
02/0812005 1126
02/04/2005 0857
Instrument ID: LEEMAN1
Lab File ID: NIA
Initial WelghWolume: 50 ml
Final WeighWolume: 50 ml
. Analyte Result (ug/L) Qualifier RL
.. ····-········--·---------'----'~='-'-~.:.__;__.c..,......c..,.....~__:__;_~-_...:...:..:::.,..,,_.:..'-.-----"-.
Hg 072 0.20
I STL Savannah
I Page 22 of 40
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Client: /rminger Consulting, Inc
Client Sample ID: MW-21
Lab Sample ID: 680-157-7
Client Malrix: Waler
Analytical Data
Job Number: 680-157 .1
Date Sampled: O 1128/2005 0000
Date Received: 02101/2005 0923
6020 Inductively Coupled Plasma -Mass Spectrometry
Method:
Preparation:
Dilution:
Date Analyzed:
Date Prepared:
6020
3005A
1.0
Analysis Batch: 680-1766
Prep Batch: 680-555
02/1 1/2005 0251
02/04/2005 0752
Analyte Result ( ug/L)
Ba
Cr
Mn
Zn
STL Savannah
50
10
5.0
20
Page 23 of 40
Instrument ID: ICP MS
Lab File ID: N/A
Initial WelghWolume: 50 ml
Final WeighWolume: 250 ml
Qualifier RL
50
10
50
20
u
u
u u
I
I
I
I
I
I
I
I
I
I
I
I
I
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I
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I
I
Client: lrminger Consulting, Inc.
Client Sample ID: MW-22
Lab Sample ID: 680-157-8
Client Malrix: Water
Analytical Data
Job Number: 680-157.1
Date Sampled: 01/28/2005 0000
Date Received: 02/01/2005 0923
6020 Inductively Coupled Plasma -Mass Spectrometry
Method:
Preparation:
Dilution:
Date Analyzed:
Date Prepared:
Analyte
Cd
Cr
Mn
Pb
$TL Savannah
6020
3005A
Analysis Batch: 680-1786
Prep Batch: 680-555
1.0
02/11/2005 0259
02/04/2005 0752
Result (ug/L)
0.30
10
290
4.6
Page 24 of 40
Instrument ID: ICP MS
Lab File ID: N/A
Initial WelghWolume: 50 ml
Final WeighWolume: 250 ml
Qualifier RL
U 0.30
U 10
50
30
I
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Client lrminger Consulting, Inc
Client Sample ID: DUP 1
Lab Sample ID: 680-157-9
Clienl Matrix: Waler
Analytical Data
Job Number: 680-157.1
Date Sampled: 0f/28/2005 0000
Date Received: 02/01/2005 0923
6020 Inductively Coupled Plasma• Mass Spectrometry
Method:
Preparation:
Dilution:
Date AnalY7.ed:
Date Prepared:
6020
3005A
f 0
Analysis Batch: 680-1766
Prep Batch: 680-555
02/11/2005 0306
02/04/2005 0752
lnstrumenl ID: ICP MS
Lab File ID: NIA
ln~ial WaighWolume: 50 ml
Final WeighWolume: 250 ml
Analyte Result (ug/L) Qualifier
Ba
Cr
Mn
Pb
Zn
Method:
Preparation:
Dilution:
Date Analyzed:
Data Prepared:
Analyte
Hg
STL Savannah
940
44
3600
30
58
u
50
10
5.0
30
20
7470A Mercury in Liquid Waste (Manual Cold Vapor Technique)
7470A
7470A
1.0
Analysis Batch: 680-1032
Prep Batch: 680-559
02/08/2005 1130
02/04/2005 0857
Instrument ID: LEEMAN 1
Lab Fila ID: N/A
Initial WeighWolume: 50 ml
Final WeighWolume: 50 ml
Result (ug/L) Qualifier. . RL
0.20 u 0.20
Page 25 of 40
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Client: lrminger Consulting, Inc.
Client Sample ID: DUP 2
Lab Sample ID: 680-157-10
Client Matrix: Water
Analytical Data
Job Number: 680-157 1
Date Sampled: O 1/2812005 0000
Date Received: 02/0112005 0923
6020 Inductively Coupled Plasma -Mass Spectrometry
Method:
Preparation:
Dilution:
Date Analyzed:
Date Prepared:
Analyte
Ba
Cr
Mn
Zn
STL Savannah
6020
3005A
1.0
Analysis Batch: 680-1766
Prep Balch: 680-555
02/1112005 0313
02/04/2005 0752
Result (ug/L}
120
10
5.0
20
Page 26 of 40
Instrument ID: ICP MS
Lab File ID: N/A
Initial WeighWolume: 50 ml
Final WeighWolume: 250 ml
Qualifier RL
50
10
5.0
20
u u u
•• ••
11
11
11
11
11
11
I I
I I
I I
I I
'• '• '• 11
I
Client: lrminger Consulting, Inc.
Client Sample ID: MW-2A
Lab Sample ID: 680-157-1
Client Matrix: Water
Analyte Result
Total Suspended Solids 5 O
Client Sample ID: MW-9
Lab Sample ID: 680-157-2
Client Matrix: Water
Analyte Result
Total Suspended Solids 54
Client Sample ID: MW-11
Lab Sample ID: · ciieni Matrix:·
Analyte
660-157-3
Water
Resu~
Total Suspended Solids 9.0
Client Sample ID: MW-15
Lab Sample ID: 680-157-4
Client Matrix: Waler
Analyte Result
Total Suspended Solids 280
Sll Savannah
Qual Units
mg/L
Qua! Units
mg/L
Qual Units
mg/L
Oual Units
mg/L
General Chemistry
RL D11
50
RL Oil
5.0 1.0
Analytical Data
Job Number: 680-157 1
Date Sampled: 01/28/2005 0000
Date Received: 02/0112005 0923
Method
160.2
Analysis Date Analyzed
Batch
680-614 02/03/2005 1255
Dale Sampled: 01/28/2005 0000
Date Received: 02/01/2005 0923
Analysis Date Analyzed
Method Batch
160.2 680-614 02/03/2005 1255
· .. ·. · Date Sampled: 01/28/2005 0000. ·
· Dale Received: 02/01/2005 0923
RL D11
50 10
RL Oil
5.0 1.0
Page 27 of 40
Analysis Date Analyzed
Method Batch
160 2 680-614 02/03/2005 1255
Date Sampled: 01/28/2005 0000
Date Received: 02/0112005 0923
Analysis Date Analyzed
Method Batch
160. 2 680-614 02/0312005 1255
11
11 Analytical Data
Client: lrminger Consulting, Inc. Job Number: 680-157.1 ••
11
General Chemistry
Client Sample ID: MW-16
Lab Sample ID: 680-157-5 Date Sampled: 01 /2812005 0000 •• Client Matrix: Water Date Received: 02/01/2005 0923
•• Analysis Date Analyzed
Analyte Result Qua! Units RL D11 Method Balch
Total Suspended Solids 18 mg/L 50 1 0 160 2 6B0-614 02/03/2005 ·t 255
11 Client Sample ID: MW-19
•• Lab Sample ID: 680-157-6 Date Sampled: 01/28/2005 0000
Client Matrix: Water Date Received: 02/01/2005 0923
11 Analysis Date Analyzed
Analyte Result Qua! Units RL Dil Method Balch
Total Suspended Solids 320 mg/L 50 1 0 160 2 680-614 02/03/2005 1255
I I
Client Sample ID: MW-21
I I · ·. -~-b !3~11_1pl" .IP: .. ·680-157-7 . Date Sampled: 01.128/2005 0000 · · ··-·-·---·--· Client Matrix: Water Date Received: 02/01/2005 0923
I I Analysls Date Analyzed
Analyte Result Qual Units RL Dil Method Batch
I T olal Suspended Solids 21 mg/I. 50 10 160 2 680-614 02/0312005 1255 I
I I Client Sample ID: MW-22
Lab Sample ID: 080-157-6 Dale Sampled: O 112612005 0000
Client Matrix: Water Date Received: 02/0112005 0923 I I Analysis Date Analyzed
Analyte Result Oual Units RL Dil Method Batch I I Total Suspended Solids 41 mgll 50 1 0 160 2 680-614 02/03/2005 1255
I I STL Savannah
I I Page 28 of 40
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11
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lg
11
11
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Client: l,minger Consulting, Inc .
Client Sample ID:
Lab Sample ID:
Client Matrix:
Analyle
DUP 1
880-157-9
Water
Result
Tola! Suspended Solids 120
Client Sample ID: DUP 2 .
lab Sample ID: 680-157-10
Client Matrix: Water
Analyte Result
Tola! Suspended Solids 5 0
STL Savannah
Qual
Qua!
General Chemistry
Units RL Dil
mg/L 5 0 1.0
Units RL Di!
mg/L 50 10
Page 29 of 40
Analytical Data
Job Number: 680-157 1
Date Sampled: 01/28/2005 0000
Dale Received: 02/01/2005 0923
Analysis Date Analyzed
Method Balch
180 2 680-614 02/03/2005 1255
Dale Sampled: 01/28/2005 0000
Date Received: 02/01/2005 0923
Analysis Date Analyzed
Method Bau:h
160.2 680-614 02/0312005 1255
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Client: lrminger Consulting, Inc
Lab Section
GCJMSVOA
Metals
STL Savannah
Qualifier
u
N
u
DATA REPORTING QUALIFIERS
Job Number: 680-157 1
Description
Analyte was not detected at or above the reporting llm11.
MS. MSD: Spike recovery exceeds upper or lower control
limits.
Analyte was not detected at or above the reporting limit
Page 30of 40
•• lg
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QUALITY CONTROL RESULTS
I I ................................ •·····-·········· ··-······ ···-···········•·······················-..
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Client: lrminger Consulting, Inc
QC Association Summary
Lab Sample ID Client Sample ID
GCIMSVOA
Analysis Batch:680-792
LCS 660-792115 Lab Control Spike
MB 680-792116 Method Blank
660-157-A-1 MW-2A
680-157-A-2 MW-9
660-157-A-3
680-157-A-3 MS
680-157-A-3 MSD
680-157-A-4
680-157-A-5
680-157-A-6
680-157-A-7
680-157-A-B
680-157-A-9
680-157-A-10
680-157-A-11
680-157-A-12
STL Savannah
MW-11
Matrix Spike
Matrix Spike Duplicate
MW-15
MW-16
MW-19
MW-21
MW-22
DUP 1
DUP2
Trip Blank 1
Trip Blank 2
Quality Control Results
Job Number: 680-157 1
Job Description: Macon Dockery
Client Matrix Method Prep Batch
Water 8260B
Water 82608
Water 8260B
Water 8260B
Water 8260B
Water 8260B
Water 8260B
Water 82608
Water 82608
Water 82608
Water 8260B
Water 82608
Water 8260B
Water 8260B
Water 8260B
Water 8260B
Page 32 of 40
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Client: lrminger Consulting, Inc.
QC Association Summary
Lab Sample ID Client Sample ID
Metals
Prep Batch: 6B0-555
LCS 680-555112 Lab Control Spike
MB 680-555/11 Method Blank
680-157-F-1-A MW-2A
680-157-F-2-A MW-9
680-157-F-3-A MW-11
680-157-F-3-A MS Matrix Spike
680-157-F-3-A MSD Matrix Spike Duplicate
680-157-F-4-ft, MW-15
680-157-F-5-A MW-16
680-157-F-6-A MW-19
680-157-F-7-A
680-157-F-8-A
680-157-F-9-A
680-157-F-10-A
MW-21
MW-22
DUP 1
DUP2
Prep Batch: 680-559
LCS 680-559/5 Lab Control Spike
MB 680-559/4 Method Blank
680-157-F-4-A MS Matrix Spike
680-157-F-4-A MS□ Matrix Spike Duplicate
···· -s80:1s1:F:;i:1,· MW-fS ··· ·
680-157-F-6-B MW-19
680-157-F-9-B □UP 1
STL Savannah
Client Matrix
Water
Water
Water
Water
Water
Water
Water
Water
Water
Water
Water
Waler
Water
Water
Water
Water
Waler
Water · ······water··
Water
Water
Page 33 of 40
Quality Control Results
Job Number: 680-157.1
Job Description: Macon Dockery
Method Prep Batch
3005A
3005A
3005A
3005A
3005A
3005A
3005A
3005A
3005A
3005A
3005A
3005A
3005A
3005A
7470A
7470A
7470A
7470A
7470A
7470A
7470A
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Client: lrminger Consulling, Inc.
QC Association Summary
Lab Sample ID Client Sample ID
Metals
Analysis Batch:680-1766
LCS 680-555/12 Lab Control Spike
MB 680-555/11 Method Blank
680-157-F-1 ·A MW-ZA
680-157-F-2-A MW-9
660-157-F-3-A MW-11
680-157-F-3-A MS Matrix Spike
680-157-F-3-A MSD Matrix Spike Duplicate
680-157-F-4-A MW-15
680-157-F-5-A MW-16
680-157-F-<l-A MW-19
660-157-F-7-A MW-21
6B0-157-F-8-A MW-22
680-157-F-9-A DUP 1
680-157-F-10-A DUP2
Analysis Batch:680-1032
LCS 680-55915 Lab Control Spike
MB 680-559/4 Method Blank
680-157-F-4-A MS Matrix Spike
680-157-F-4-A MSD Matrix Spike Duplicate · eao: 1sr:i=4-B r;,;w.:ci s
680-157-F -6-8
680-157 -F-9-8
STL Savannah
MW-19
DUP 1
Quality Control Results
Job Number: 680-157.1
Job Description: Macon Dockery
Client Matrix Method Prep Batch
Water 6020 680-555
Water 6020 680-555
Water 6020 680-555
Water 6020 680-555
Water 6020 680-555
Water 6020 680-555
Water 6020 680-555
Water 6020 680-555
Water 6020 680-555
Water 6020 680-555
Water 6020 680-555
Water 6020 680-555
Water 6020 680-555
Water 6020 680-555
Water 7470A 680-559
Water 7470A 680-559
Water 7470A 680-559
Water 7470A 680-559 ········ ····· · Waler-·· ...... 7410A ·-·-····Mo=55s·
Waler 7470A 680-559
Waler 7470A 680-559
Page 34 of 40
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I Client: lrminger Consulting, Inc
I QC Association Summary
Lab Sample ID Client Sample ID
I General Chemistry ···-··· -.. ··-..
Analysis Batch:680-614
LCS 680-614/15 Lab Control Spike
I MB 680-614/14 Method Blank
680-157-A-1 MW-2A
680-157 -A-1 DU Duplicate
680-157-A-2 MW-9
I 680-157-A-3 MW-11
680-157-A-3 MS MS Matrix Spike
680-157-A-3 MSD Matrix Spike Duplicate
I 680-157-A-4 MW-15
680-157-A-5 MW-16
680-157-A-6 MW-19
I 680-157-A-7 MW-21
680-157-A-8 MW-22
680-157 -A-9 DUP 1
660-157-A-10 DUP2
I 680-157-A-10 DU Duplicate
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Client Matrix
··---------·····--
Water
Water
Water
Water
Water
Water
Waler
Water
Water
Water
Water
Water
Water
Water
Water
Water
Page 35 of 40
Quality Control Results
Job Number: 680-157 .1
Job Description: Macon Dockery
Method Prep Batch
. ........... ··----···· . ~--·--..........
160.2
160.2
1602
160.2
1602
160.2
160 2
160.2
160 2
160.2
160.2
160.2
160.2
160..2
160.2
1602
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Client: lrminger Consulting, Inc. I 82608 Volatile Organic Compounds by GC/MS
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Method Blank· Batch: 680-792
Lab ID: MB 680-792/16
Matrix: Water
Analyte
Acetone
Benzene
Chloroform
1, t-Dichloroethane
1,2-Dichloroelhene, Total
1, 1-Dichloroethene
Methylene Chloride
Tetrachloroethene
Toluene
1, 1, 1-Trichloroethane
Trichloroethene
Vinyl chloride
Xylenes, Total
Laboratory Control Sample -Batch:
Lab ID: LCS 680-792/15
Matrix: Water
Analyte
Acetone
Benzene
Chloroform
1, 1-Dichloroethane
1,2-Dichloroethene, Total
1 , 1-Dichloroethene
Methylene Chloride
Tetrachloroethene
Toluene
1 , 1, 1-T richloroethane
T richloroethene
Vinyl chloride
Xylenes, Total
Date Analyzed:
Units: ug/L
Result
10
1 o
1 0
1.0
1.0
1.0
20
10
1.0
1 0
1 0
1.0
3.0
680-792
Dale Analyzed:
Units: ug/L
Spike
Amount Result Too 140
50.0 48
50.0 52
50.0 51
100 100
500 52
50.0 52
50.0 52
50.0 49
500 47
500 51
50.0 55
150 150
Quality Control Results
Job Number: 680-157 1
02/03/2005 1318 Dilution: 1 0
Quallfler RL
u 10 u 1.0 u 1 o u 1 0 u 1 o u 1.0 u 2.0 u 1.0 u 1.0 u 1 o u 1.0 u 1 0 u 3.0
02/03/2005 1116 Dilution: 1.0
·Recovery
% Rec. Limits Qualifier
136-20·: H!3 ..
96 74 -122
104 74 -124
102 70 -127
105 70 -130
104 64 -132
104 67 -128
105 70 -133
99 75 -122
94 70 -132
101 75-122
110 59-136
99 77 -121
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Calculations are performed before rounding to avold round-off errors in calculated results
STL Savannah
Page 36 of 40
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Quality Control Results
Client: lrminger Consulting, Inc.
8260B Volatile Organic Compounds by GC/MS
Matrix Spike/Spike Duplicate -Batch: 680-792
MS Lab ID: 680-157-A-3 MS
MSD Lab ID: 680-157-A-3 MSD
Matrix: Water
Analyte
Acetone
Benzene
Chloroform
1, 1-Dichloroethane
1,2-Dichloroethene, Total
1, 1-Dichloroethene
Methylene Chloride
T etrachloroethene
Toluene
1, 1,1-Trichloroethane
Trichloroethene
Vinyl chloride
Xylenes, Total
Date Analyzed:
Date Analyzed:
Untts: ug/L
% Recove!)'.
MS MSD
86 87
103 107
120 124
118 121
121 123
120 123
115 118
123 125
107 112
102 107
109 t 14
125 132
117 121
02103/2005 2051
02/03/2005 2115
% Recovery
Limits
20 -183
74 -122
74 -124
70 -127
70 -130
64 -132
67 -128
70-133
75 -122
70 -132
75 -122
59 -136
77 -121
Calculations are performed before rounding to avoid round--off errors in calculated results
STL Savannah
Page 37 of 40
Job Number: 680-157 1
RPO
1
4
3
3
1
3
3
2
4
5
4
5
3
Dilution: 1 0
Dilution: 1 0
RPO
Limit Qualifier
50
30
30
30
30
30
30
30
30
30
30
50
30 N
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Quality Control Results
Job Number: 680-157.1
6020 Inductively Coupled Plasma -Mass Spectrometry
Method Blank· Batch: 660-555
Lab ID: MB 680-555/11
Matrix: Water
Analyte
Ba
Cr
Mn
Zn
Laboratory Control Sample -Batch:
Lab ID: LCS 680-555112
Matrix: Water
Analyte
Ba
Cr
Mn
Zn
680-555
Spike
Amount
200
200
500
200
DateAnalyzed: 02111/2005 0111
Units: ug/L
Result
50
10
5.0
20
Date Analyzed:
Units: ug/L
Result
180
190
450
200
Qualifier
u u
u u
0211112005 0118
%Rec.
91
94
90
99
Matrix Spike/Spike Duplicate -Batch: 680-555
Dilution: 1.0
RL
50
10
50
20
Dilution:
Recovery
Limits
75 -125
75-125
75 -125
75 -125
1.0
Qualifier
MS Lab ID: 680··157-F-3-A MS
............ MSD Lab ·10: 680-157-F-3-A MSD. DateAnalyzed: 02/11/2005 0201 Dilution: 1.0
Date Analyzed: 0211112005 . 0208 -. • ·· oliiitloii:· · 1. o·
Matrix: Water
Analyte
Ba
Cd
Cr
Mn
Pb
Zn
Units: ug/L
% Recove~
MS MSD
95 96
98 98
98 98
92 94
97 97
102 102
% Recovery
Limits
75 -125
75 • 125
75 -125
75 -125
75 -125
75 -125
Calculations are performed before rounding lo avoid round-off errors in calculated results
STL Savannah
Page 38 of 40
RPO
RPO Limit Qualifier
1 20
1 20
0 20
2 20
0 20
0 20
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I Quality Control Results
Client: lrminger Consulting, Inc. I 7470A Mercury In Liquid Waste (Manual Cold Vapor Technique)
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Method Blank -Batch: 680-559
Lab ID: MB 680-559/4
Matrix: waier
Analyie
Hg
Laboratory Control Sample -Batch:
Lab ID: LCS 680-559/5
Matrix: Water
Analyte
Hg
Date Analyzed:
Units: ug/L
Result
020
680-559
Date Analyzed:
Units: ug/L
Spike
Amount Result
2.50 23
I Matrix Spike/Spike Duplicate -Batch: 680-559
MS Lab ID: 680-157-F-4-A MS Date Analyzed:
MSD Lab ID: 680-157-F-4-A MSD Date Analyzed:
Matrix: Water Units: ug/L
Analyie % Recove[Y
MS MSD
Hg -96 -------·gs
02/08/2005 1059
Qualifier
u
02/08/2005 1102
%Rec.
93
02/08/2005 1120
02/08/2005 1123
% Recovery
Limits
· so-:··120
B
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Calculations are performi?d before rounding to avoid round-oft errors in calculated results
STL Savannah
Page 39 of40
Job Number: 680-157 1
Dilution: 1.0
RL
0.20
Dilution: 1.0
Recovery
Limits Qualifier
80 -120
Dilution: 1.0
DIiution: 1.0
RPO
RPD Limit Qualifier
-□-.. 20
Client; lrminger Consulting, Inc.
160.2 Residue, Non-FIiterabie (Gravimetric, Dried at 103-105C)
Method Blank· Batch: 680-614
Quality Control Results
Job Number: 680-157. 1
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Lab ID: MB 680-614114 Date Analyzed: 02/03/2005 1255 Dilution: 1 0 Matrix: Water Units: mg/L
Analyte Result Qualifier
Total Suspended Solids 5.0
Laboratory Control Sample -Batch: 680-614
Lab ID: LCS 680-614/15 Date Analyzed: 02/03/2005 1255 Matrix: Water Untts: mg/L
Spike
Analyte Amount Result %Rec.
Total Suspended Solids 100 97 97
CalculaUons are performed before rounding to avoid round-off errors in calculated results I STL Savannah
Page 40 of 40
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RL
50
Dilution: 1 0
Recovery
Limits Qualifier
80 .. 120
---
PROJECT REFERENCE
STL ILABI PROJECT MANAGER
DATE
-----
ANALYSIS REQUEST AND CHAIN OF CUSTODY RECORD
STL
PROJECl ~o. OO i OcfJ '1-r
P.O. NUMllER
PROJECT LOCATION
(STATE!
CONTRACT NO.
MAffilX
TYPE
RELINQUISt-ED BY: IS!GNAMF.!
RECEIVED BY: fSIGNATUflE}
- - -
0 sn Savannah
5102 LaRoche A'lenue
Savannah, GA;31404
---Serial Numoer 5 318 9
Website: \VYNJ.stl-inc.com
Phone: [phone]
Fax: [phone]
-
0 Alternate laboratory Name/location
Phone:
Fa1.:
REQUIRED ANALYSIS PAGE,.-, ,....OF
L--(__
NUMBER OF CONTAINERS sµBMITTED REMARKS
OATE TIME RELINQU!SHED BY: tSEHATUREl DATE TIME
DATE TIME RECEIVED BY: ISIGNAT!REl DATE TIME
-
LABORATORY USE ONLY
CUSTODY INTACT
YES 0·
NO 0
CUSTODY
SEAL NO.
STL SAVANNAH i · LABORATORY REMARKS
LOG NO: · ; s votlB
S1L82(06S0 ( 12/021
-
---------=----------Serial Number 5 318 8
ANALYSIS REQUEST AND CHAIN OF CUSTODY RECORD
STL
PROJECT REfERENCE ~CJcl/1-t ~ V O / PROJECT LOCATION MATRIX
lSiAiE) TYPE
STL ILABl PROJECT ~PNAGCR P.O. ~MBER CONTRACT NO. w ~
~-,H~I ,,oqq ~~r;o/57sB Q
CLIENT £~All ,. ~ .5-\-cv.o~1r,v,,_r1 ~s<? cl-c... !\et 1§ 9 Or. Co"'Cord ,,Uc.. 2mz 5 ~ I I
COMPANY CONTRACTING THIS WORK Iii applicable) w "' "' Oi ~ 0:: 1-----------------------~oo SM\PLE
DATE TIME SAMPLE IDENTIFICATION
fY\ i;J -\ I
1-2s-os
1-28-0) rnw -lb
f'{\UJ -19
fY\W -2..
~ STL Savannah
5-102 LaRoche Avenue
Savannah. GA 31404
0 Alternat€ laboralory Name/location
REQUlRED ANALYSIS
0 ~ " 7-; .G ~
(\~ V\ / ,J --V) " +--f' -r-,E: I,-:. f.. . ~ 0
"'
: !
Website: 'IIWW.stJ.in"c.com
Phone: 1912} 354-7858
Fax: [phone]
Phone:
Fax:
PAGE I
-...c, STANDARD REPORT k DELIVERY
' c-,_J DATE_ DlE
j ·. EXPEDITED REPORT
OF
E$l
<[ \.)
)-DELWERY C)
)SURCHARGE} e c. ·~ DATE DlE
) NUMBER Of COOLERS SUBMITTED
l PER SHIPMENT:
REMARKS
DATE TIME
RECEIVED BY: ISlGNAl\JRD -•1 ATE TJME RECEIVED BY: (SIGNATI.IRt) DATE TIME RECEIVED BY: ISIGMTUREJ DATE TIME
LABORATORY USE ONLY
CUSTODY INTACT CUSTOOY . STL SAVANNAH i LABORATORY REMARKS
YES 0
NO 0
SEAL NO. LOG f'O. ,
Sf()!J.3
sna2io.5eo 11 210n
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Client
Report to:
STL Log# Client Project #
Project Description Report Dato
STL Savannah 5102 LaRoche Ave Savannah, Ga 31404
Mr. Steve Irminger Irminger Consulting, 7015 Erinbrook Drive Concord, NC 28025
S540784
0004-00ltm
Macon Dockeryy
02-08-05
Page 1 of 29
Miiii§i Piiiii§@ STL
Inc.
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IHIIIIMI STL liltllDII
STL Savannah
Client Irminger Consulting, Inc.
work order ID Macon Dockeryy
I Laboratory ID S540784*1
Sample ID UD-lN
Matrix LI Sampled : 01-27-2005
Percent Salida Received: 01-28-2005
I RESULTS SUMMARY REPORT
Parameter -Batch Prep Armlysls Analyst Result ~I units OF RL lllL
Date Date
I Acetone 8260 100201Cl 02--01--05 02--01--05 RL 10 < ug/1 1 10 5.0
Benzene 8260 !002010 02-01-05 02--01-05 RL LO < ug/l 1 1.0 0.36
Toluene 8260 1002010 02-01-0s 02-01-0S RL 1.0 < ug/l 1 LO 0.54
I Xylene.s, Total 8260 1002010. 02-01-05 02-01-05 RL 3.0 < ug/l 1 3.0 1.3
Chlorofonn 8260 1002010 02-·01-05 02-01-0S RL 1.0 ug/l 1 1.0 0.37
1,1-Dic::hloroethane 8260 100201C1 02-01-05 02-01-05 RL 10 ug/1 1 , .o 0.36
I
1, 1-bichloroethcne 8260 10020'ft1 02-01-05 02-D1~ RL 73 ug/1 1.0 0.36
1, 2-Dichloroet.henc (tot.a I) 8260 1002DtC1 OZ-01-05 02-01-05 RL 7.3 ug/1 2.0 1 .. 1
Methylene chlor-ide
(Di ch loromethane) 8260 !00201Cl 02--01-05 02--01--05 RL 2.0 < ug/1 1 2.0 0.64
I 1,1,1-Tridlloroothane 8260 100201C1 02-01-05 02-01-05 RI. 4 8 ug/1 1.0 0.32
Trlr.:hloroethene 8260 100Z01Cl OZ-01-05 OZ-01-05 RL 20 ug/1 1 1.0 0.37
Tetrachloroethene 8260 1002010. 02-01-05 02-01-os RL 1.0 < ug/1 1 1.0 0.35
Vinyl chloride 8260 1002010 02-01-05 02-01-05 RL 1.0 < ug/1 1 10 0.56
I Surrogate -To1u~-d8 * 8260 1002010 0l-0J./!5 02-01-/15 RL 96 .. 1
Surrogate -
4-8ro.rvf7uorobenzene " 8260 1002010 0Z-01-05 02-01-05 RL 94 !Ir 1
Surrogar.e -
I D"ibromof1uorooerhane "" 8260 1002010 02-01-05 02-01-05 RL 104 ~ l
Barhn 6020 02021 02-02.-0S 02-05-05 BB 68 "911 1 50 0.17
O,romium 6020 0202I 02-02-05 02-05-05 BB 10 < ug/l 1 10 0,16
I Ma.nganese 6020 02021 02-02--05 02--05-05 BB 5.0 < ug(l 1 5.0 0.10
Lead 6020 0202! 02-02-05 02-05--05 BB 3.0 < ug/1 1 3.0 0.043
Zinc 6020 0202! 02-02-05 02-05--05 BB 20 < ug/1 l 20 l.7
cadmium 6020 02021 02--02--05 02-05-05 BB 0.30 < ug/1 1 0.30 0.13
I Suspended So 1 ids 160.2 02DJA 02-01-05 02--01-05 HP s.o < mg/1 1 5.0 5 .. 0
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STL Savannah Client Irminger Consulting, Inc.
work oz·der ID Macon Dockeryy
I Labor a t.ory ID S540784*2
Sample ID ' UD-EFF
Matrix LI Sampled ' 01-:n-2oos
Percent Solids Received: 01-28-2005
I RESULTS SUMMARY REPORT -Batrh Pn,p Analysis Analyst Rosu It lpil Lnits OF RL llll
Date Date
I Acetone 8260 1002010. 02-01-05 02-01-05 RL 10 < ug/1 1 10 5.0
Benzene 8260 1002010. 02·01-0S 02-01-05 RL 1.0 < ug/l 1 1.0 0.36
Toluene B260 100201a 02-01-os 02-01-05 Rl LO < ug/1 1 1.0 o. 54
I Xylenes, Total 8260 1DD2010. 02-01-05 02-01-05 RL 3.0 < ug/l 1 3.0 1.3
Chlorofonn 8260 1002010 02-01-05 02-01-0S RI. 1.0 < ug/l 1 1.0 0.37
1, l-Oichloroethane 8260 1DD201Q 02-01-05 02--01-05 RL 1.0 < ug/1 1 1.0 0.36
I
1,1-0ichloroethene 8260 1DD201Q 02-01-05 02-01·0S RL 1.0 < ug/l 1 1.0 0.36
1,2-Dichloroethem: (total) 8260 1002010 02-01-05 02-01-05 RL 2.0 < ug/1 1 2.0 1.1
Methylene chloride
(Dichloromethane) 8260 1DD201D. 02-01-0S 02-01-0S RL 2.0 < ug/l 1 2.0 0.64
I 1, 1, 1-T rich 1oroethane 8260 1002010. 02-01-05 02-01-05 RL 1.0 < ug/l 1 1.0 0.31
Trichlorot!thene 8260 1002010 02-01-0S 02-01-05 RI. 1..0 < ug/1 1 1.0 0.37
Tetrachloroethene 8260 100201D. 02-01-0S 02-01-05 RL 1.0 < ug/1 l LO 0.35
Vinyl chloridl!: 8260 1002010. 02-01-0S 02-01-0S RL 1.0 < ug/l l LO 0 .. 56
I Surrogate -To1uene-dS t 8Z60 1002010 02-{}1-05 02-01-05 RL 96 ~ 1
Surrogate -
4-8romof7uorobe11zene .. BZ60 1002010 02-01-05 02-01-05 RL 96 % 1
Surt"09ate -
I Dibromof1uorcxr.cthane ,.. 8260 1002010 02-01-0S 02-01-05 RL 106 X 1
BariUll 0020 02021 02-02-05 02-05-05 ... 72 ug/1 50 0.17
Chn:milEI 0020 OZOZI 02-02-05 02-05-0:5 BB 10 < ug/1 1 10 0.16
I Manganese 6020 0202! 02-02-05 02-05-05 B8 s.o < ug/1 1 s.o 0.10
Load 6020 02021 02-02-os 02-05-05 B8 l .O < ug/1 1 l.O 0.04:3
Zinc 6020 02021 02-02-0S 02-05-0S B8 20 < ug/1 1 20 3. 7
Camrium 6020 0202! 02-02-05 01-05-05 BB 0.30 < ull/1 l 0.J0 0.ll
I Suspended Solids 160.2 0201A 02-01-05 02-01-05 HP 5.0 < mg/1 1 s.o s,o
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111111MI STL 111111§111
STL Savannah Cliant Ixminger Consulting, Inc.
Work Or."1er ID Macon Dockeryy
I Laboratoxy ID S540784•3
Sample ID UMSA-IN
Matrix LI Sampled ' 01-27-2005
Percent Solids Received: 01-28-2005
I RESULTS SUMMARY REPORT
Panmeter -Batch Prep Analysis Analyst Result lpil Units DF Rl !Ill
Date Date
I Acetone 8260 100201Q 02-01-05 02-01-05 Rl 1D < ug/1 1 10 5.0
Benzene 8260 l0020l0 02·01-05 02·01-05 Rl 1.0 < ug/1 1 1.0 0.36
Toluene 8260 lOOWl□ 02-01-05 02-01-os RL 1 0 < ug/1 1 LO 0.54
I Xylenes, Tot.al 8260 l0020l0 02·01-05 02·01·05 Rl 3 0 < ug/1 1 3.0 1.3
O,lorofonn 8260 100201.Cl 02-01-05 02-01-0S Rl 1.0 < ug/1 l 1.0 0.37
1, 1-Dichloroethane 8260 100201C1 02-01-05 02.-01-05 Rl ••• ug/1 1.0 0.36
I 1.1-Dichloroethene 8260 100201C1 02-01-05 02--01--05 Rl 98 ug/1 , .o 0.38
1,2-Dichloroethene (total) 9260 100201C1 02-01-05 02-01-05 RL 20 ug/1 2.0 1.1
Methylene chloride
(Dichloromethane) 8260 l00201Q 02-01·05 02-01-05 RL 2.0 < ug/1 l 2.0 0.6'1
I 1,1,1-lrlc:hloroothane 8260 100201C1 DZ--01-05 02-01;.05 RL 4.8 ug/1 , 0 0.32
Tri ch I oroet.hene 8260 100Z01C1 02-01-05 OZ-01-05 Rl •-• ug/I 1.0 0.37
Tetrochloroethene 8260 10020,c, 02-01-os 02..01-05 RL 20 ug/I 1.0 0 .. 35
Vinyl chloride 8260 10020,c, 02-01-os 02-01-06 RL 1.3 ug/I 1.0 0.6&
I Surrogate -Toluene-dB• 8160 100201a 02-01-05 02-01-0S RI. 98 • 1
Surrogate -
4-6rarof1uorobenzene * 8ZG0 1002010 02·01•05 02-01·05 RL 96 " l
Surrogate -
I Dibro.mf7uaroroethane "" 8260 1002010 02·01·05 02-01-05 RL 108 • 1
Bariuu 6020 02021 02-02-05 02-0S..05 .. 200 ug/1 50 0.17
Olrarnum 8020 020ZI 02-02-0S 02-05-0S •• 10 < ug/l 1 10 0.16
I llanganese 8020 02021 02--02-05 02-05-05 .. 10 ug/I 5.0 0.10
Lead 6020 02021 02-02-05 02-05-05 BB l.0 < ug/1 1 3.0 0.043
Zinc 6020 02021 02·02·05 02·05·05 88 20 < ug/1 1 20 3.7
CactnitMJI 6020 02021 02-02-05 02·05·05 BB 0.30 < ug/1 l 0.30 0.13
I Suspended Solids 160.2 020JA 02-01·05 02·01·05 HP s.o < mg/1 l 5.0 5.0
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lilllrl~ STL INl:.111~111
STL Savannah
Client Irmingc:c Consul ting, Inc.
work o:rd.er ID Macon Dockeryy
I Laboratory ID S540784*4
Sample ID UMSA-EFF
Matrix LI Sampled ' 01-27-2005
Percent Solids Received: 01-28-2005
I RESULTS SUMMARY REPORT
Paramete.-l!ethod 8at<h Prep Analysis Analyst Result Qual Units OF RL llll
Date Date
I Acetone 8260 1002010 02-01-os 02-01-0S RL 10 < ug/1 l 10 5-0
Benzene 8260 1002010 02-01-05 02-01-0S IU. 1.0 < ug/1 1 1.0 0.36
Tol~ne 8260 1002010 02-01-05 02-01-05 RL 1.0 < ug/1 1 1.0 0.54
I Xy1enes, Total 8260 1002010 02-01-0S 02-01-05 RL 3.0 < ug/1 l 3,0 1.3
Chlorofonn 11260 1002010. 02-01-05 02.--01-05 RL LO < ug/1 1 1.0 0.37
1,1-Dic:hloroethane 8260 1002010 02-01-05 02-01-05 RL LO < ug/1 1 1,0 0.36
I 1,1-Dichloroethene 8260 1002010 02-01-05 02-01-os IU. 1.0 < ug/1 l 1.0 0.36
1,2-Dichloroethene (total) 8260 1002010 02-01-05 02-01-05 RL 2.0 < ug/1 1 2.0 1.1
Methylene chloride
(Di ch l or-ametham~) 8260 1002010 02-01-05 02-01--05 RL 2.0 < ug/1 1 2.0 0 .. 64
I 1,1,1-Trichloroethane 8260 1002010 02--01-0S 02-01-05 RL 1.0 < uo/1 1 1.0 0.32
Tr1chloroethene 8260 1002010 02-01-05 02-01-05 RL 1.0 < ug/1 l 1.0 0.37
Tetrachloroethene 8260 1002010 02-01-05 02-01-os RL 1.0 < ug/1 1 LO 0.35
Vinyl chloride 8260 1002010 02-01-05 02-01-05 RL 1.0 < ug/1 l 1.0 0.56
I Surrogate -To1uene-<18: 8260 1002010 02-01-05 02-01-05 Ill 96 ~ 1
Surrogate -
4-Br-C11'11:.lf7uorobenzene ot 8260 1002010 02-01-05 02-01-05 Rl 94 " l
I Surrogare -
l)'ibronof1uoromethane • 8260 1002010 02-01-05 02-01-05 RL 106 ~ 1
Bariun 6020 02021 02-02-05 02-05-05 .. 170 ug/1 1 50 0.17
Chronium 6020 0202! 02-02-05 02-05-05 BB 10 < ug/1 1 10 0.16
I Manganese 6020 02021 02--02-05 02-05-05 .. 8.5 U!Jl'I 5.0 0, 10
lead 6020 02021 02-02-0S 02-0S-0S BB 3.0 < ug/1 1 3.0 0.043
Zinc 6020 02021 02-02-05 02-05-05 BB 20 < ug/1 1 20 3.7
Caa:riur.! 6020 0202! 02-02-05 02-05-05 BB 0.30 < ug/1 1 0.30 0.13
I Suspended Solids 160.2 0201A 02-01-05 02-01-05 HP 5.0 < mg/1 1 5.0 5.0
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STL Savannah Client Irminger Consulting, Inc.
Work Order ID Macon DockerYY
I Laborat9ry 1D S540784~5
Sample ID LM-IN
Matrix LI Sampled 1 Ol-2 7-2005
Percent Solids Received: 01-28-2005
I RESULTS SIJMMARY REPORT
··"""""' Metl1od Batch Prep Analysis Ana I yst. Result Qual lk'lits Of RL IIJL
Date Date
I Acetone 8260 IJJ0201Q 02-01-05 02-or-os RL 10 < ug/1 l 10 s.o
Benzene 8260 lll02010. 02-01-05 02--01-05 RL 1.0 < ug/1 l 1.0 0.36
Toluene 8260 1002010 02-01-05 02-01-05 Rl 1.0 < ug/1 1 l-0 O.S4
I Xylenes, Tota1 8260 1002010 02-01-05 02-01-0S RL 3.0 < ug/l 1 l.O !.l
Chlorofonn 8260 1002010. 02-01-os 02-01-05 RL LO < ug/l 1 l.0 0.17
1, 1-Dichlornethane 8260 1002010. 02-01-05 02-01-05 RL 1.0 < ug/l 1 1.0 0.36
I 1, 1-Dichloroethene 8260 100201C1 D2-01-05 02-01-05 Rl. 3.3 ug/1 1.0 0.36
1,2-Dichloroethene (total) 8260 1002010. 02-01-05 02--01--0S RL 2.0 < ug/1 1 2-0 1.1
Methylene chloride
(Oichlorome:thane) 8260 1002010 02-01-05 02--01-05 RL 2.0 < ug/1 l 2.0 0.6'1
I 1,1,1-Trichloroethane 8260 1002010 02-01-05 02--01--05 RL 1.0 < ug/1 l 1.0 0.32
Trichloroethene 8260 1002010 02-01-os 02-01-05 RL 1..0 < ug(l l 1..0 0.37
Tetrachloroethene 8260 1002010. 02--01--05 02--01-05 RL 1.0 < ug/1 1 1.0 DJS
Vinyl chlo.ide 8260 1002010 02-01-05 02-01-05 RL 1.0 < ug/l 1 LO 0.56
I Surrogate -To1uenE?-d8 "" 8260 1002010 02-01-05 Ol-oI-05 RL 98 ~ 1
Surraaare -
4-Brooof1uorobenzene ~ Bl60 1001010 02-01-05 02-01-05 RL 96 t 1
5urrogare -
I D1 bromoF1uofU'IIIJthane. ~ 8250 1002010 02-01-05 02-01-05 RL 106 % l
Barium 6020 02021 02--02--05 02-05-05 BB so < ug/1 l 50 0.17
O,romium 6020 0202I 02--02-05 01-05-05 BB 10 < ug/1 1 10 0.16
I Manganese 6010 0201I 02--01-05 02-05-05 BB s.o < ug/l 1 5 .o 0.10
LGad 6020 02021 02-02-0S 02-05-0S .. ,.o ug/1 1 ,.o O.Q.43
Zinc 6020 02021 02--02-05 02-05--05 BB 20 < ug/1 1 20 3.7
Cadnioo 6020 0201I 02-02--05 02-05-05 BB 0.30 < Uo/1 l 0.30 0.13
I Suspended Solids 160.2 0101A 01-01-05 02-01-05 HP s.o < mg/1 1 5.0 s.o
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I 1&11 STL
STL Savannah
Client Irminger Consulting, Inc.
Work Order ID ' Macon Dockeryy
I Laboratory ID SS40784*6
Sample ID UM-IN
Matrix LI Sampled ' 01-27-2005
Percent Solids Received: 01-28-2005
I RESULTS SUMMARY REPORT
Paraneter Method Balm Prep Analysis Analyst Result ~· ... , .. OF RI. till
Data Date
I Acetone B260 100201Cl 02--01-05 02--01--05 RL 10 < ug/1 1 10 5.0
Benzene 8260 1002010 02--01-05 02--01-05 RL 1.0 < ug/1 1 1.0 0.36
Toluene 8260 1002010 02-01-05 02-01-05 RL 1.0 < ug/1 1 1.0 0.54
I Xylenes, Total 8260 1002010 02--01-05 02-01-05 RL 3.0 < ug/1 1 3.0 1.3
O,lorofonn 8260 1002010 02-01-05 02-01-05 RL 1.0 < ug/1 1 1.0 0.37
1, 1-Dichloroetllane 8260 100201C1 02-01-05 02-0,-05 RI. 5.0 ug/1 1.0 0.36
I 1, ·1-Dichloroethene 8260 100201C1 02-01-05 02-01-05 RI. 75 ug/1 1.0 0.36
1,2-Dichloroothene (total) 8260 100201C1 02-01-05 02-01-05 RI. 6.8 ug/1 2.0 , ,
Methylene chloride
(Dichlorarethane) 8260 1002010 02-01-05 02-01-05 RL 2.0 < ug/1 1 2.0 0.64
I 1.1,1-Trichloroeth.lne 8260 100201C1 02-01-05 02--01-05 RI. 4.5 ug/1 ,.o 0 .. 32
Trlehloroethe:,e 0260 T00201C1 02-01-05 OZ-01-05 Rl 4.4 ug/1 , .o 0 .. 31
Tetnsdiloroethene 8260 100201C1 02-01-05 02-01-05 Rl 14 ug/1 , ,o 0.35
Vinyl chloride 8260 1002010 02-01-05 02-01-05 RL 1.0 < ,g/1 l 1.0 0.56
I surrogate -Toluene-dB .t 8260 10020JQ 02-01-()S 02-01-05 RL 96 ~ 1
Surrog,,r~ -
4-Branr:,f1uarobenzene ,i, 8260 1002010 02--01-05 02-01-05 RL 94 ~
Surrogate -
I D"ibrarof7uaro:r:ethane "" 8260 1002010 02-01-05 02-01-05 RL 106 .. 1
Barium 6020 0202! 02-02-05 02-0S-05 B8 so < ,gfl 1 so 0.17
Chrom1um 6020 02021 02-02-0S 02-0S-05 BB 10 < ,g/1 1 10 0,16
I Manganese 6020 02021 02--02·05 02--05--05 BB 5.0 ' ug/1 1 5.0 0.10
Load 6020 02021 02-02-05 02-0S-05 BB 3,0 ' ,g/1 1 3.0 0.043
Zinc 6020 0202I 02-02-05 02-05-05 BB 20 < ug/1 1 20 3.7
Ca<nium 6020 02021 02-02-05 02-0S-05 BB 0.30 < ug/1 1 0.30 0.13
I Suspended Solids 160.2 0201A 02-01-05 02·01·05 HP 5.0 < •g/1 1 5.0 s.o
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111111~11 STL 11111§111
STL Savannah Client Irminger Consulting, Inc.
Work Order ID Macon Dockeryy
I Laboratory ID S540784*7
Sample l'.D U/L-EFF
Matrix LI Sampled ' 01-21-2005
Percent Solids Received: 01-28-2005
I RESULTS SUMMARY REPORT
Pan!l!ll!t.er Metrod Batdl Prop Analysis Analyst Result Qual Units DF RL ml
Date Date
I Acetone 8260 lD02010. 02-01-05 02-01-05 RL 10 < ug/l 1 10 s.o
Benzene 8260 ]002010. 02-01-05 02-01-05 RL 1.0 < ug/1 1 1.0 0.36
Toluene B260 1002010 02-01-05 02-01-05 RL 1.0 < ug/l 1 1.0 0,54'
I Xylcnes, Total 8260 1002010 02-01-0S 02-01-05 RL J.O < ug/l 1 J.O 1.3
Chloroform 8260 1002010 02-01-05 02-01-05 RL LO < ug/1 l 1.0 0.37
l., 1-Di ch loroethane 8260 l00201O 02-01-0S 02--01-05 RL 1.0 < ug/1 1 1.0 0.36
I 1,1-Dichloroethene 8260 1002010 02--01-os 02--01-0S RL 1.0 < ug/l 1 1.0 D.36
1,2-Dichloroethene (total) 8260 JD0201Q 02-01-05 02-01-0S RL 2.0 < ug/l 1 2 .. 0 1.1
Methylene chloride
(Dichloror.-.ethrme) B260 1002010. 02-01-0S 02--01--0S RL 2.0 < ug/1 l 2.0 0.64
I 1,1,1-Trichloroet:hane 8260 JD02010 02--01-0S 02--01--0S RL 1.0 < ug/1 l 1.0 0.32
Trichloroethene 8260 1002010. 02-01-05 02-01-05 RL 1.0 < ug/1 1 LO 0.37
Tetrachlorocthene 8260 lD02010. 02--01-0S 02-01--0S RL 1.0 < ug/l 1 1.0 0.3S
Vinyl chloride 8260 100201Q 02-01-05 02-01-05 Rl 1.0 < ug/l 1 1.0 o.s.
I Surrogare -Tolue,,e-dB " 8260 100zo1a 02-01-05 02-01-05 RL 96 % 1
Surrogar.e -
4-Bronr:,fluorobenzene ,t 8260 1002010 02-01-05 02-01-05 RL 95 • 1
Svrrogare -
I 0jbro,oof1uoromer.hane ~ 8260 lOOZOlQ 02-01-05 02-01-CJS RL 105 • J
Barioo 6020 02021 02-01-0S 02-05-05 BB so < ug/1 1 so 0.17
0,rom1um 6020 0202! 02-02-05 02-05-05 BB 10 < ug/1 1 10 0.16
I Mangan~c 6010 0202! 02--01-05 02--0S-05 BB s.o < ug/l 1 s .. o 0.10
lead 6020 02021 02-02-05 02-0S-0S BB 3.0 < ug/1 1 3.0 0,043
Zinc 6020 02021 02--02-0S 02--0S-05 BB 20 < ug/l l 20 3.7
Cadniun 6020 02021 02--02-0S 02-05-05 BB 0.30 < ug/1 1 0.30 0.13
I Suspended Sol;ds 160. 2 020JA 02-01-05 02-01-05 HP s.o < mg/1 1 5.0 5.0
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Client
Work Order ID
Laboratory ID
Sample ID
Matrix
Percent Solids
Parameter
Acetone
Benzene
Toluene
>:ylenes, lotal
Chloroform
1,1-Dlchloroethane
1,1-Dichloroethene
1,2-Dichloroethene (total)
Methylene chloride
(Di ch 1orooethane)
1,1,1-Trichloroi~thane
Tridlloroethelle
Tetrachloroethene
Vinyl chloridG
Surrogate -To1Liene-d8 ,t
Sur~are -
4-Br0t1of'luor'Obenzene "
Svrrogare -
Dfbror.of1uoromt?rhane t:-
Suspended Solids
Chroni1.X11
llarga,1ese
B.iriun
Zinc
111111,111 STL ... §111
STL Savannah Irminger Consulting, Inc.
Macon Dockeryy
S540784*8
MW-24
[,I Sampled : 01-27-2005
Received: 01-28-200S
RESULTS SUMMARY REPD.RT
lleth,d Batch Pn,p Analysis Analyst Result Qual lkllts DF RI. llll
Date Date
8260 l00201Q 02-01-05 02-0I-05 RL 10 < ,g/1 1 10 5.0
B260 1002010 02-0I-05 02-01-05 RL 1.0 < ,g/1 1 1.0 0.36
8260 1002010. 02-01-05 02-01-0S RL LO < ,g/1 1 1..0 0.54
8260 1002010 02-01-·05 02-01-05 RL 3.0 < ,g/1 1 3.0 L3
8260 1002010 02-01-0S 02-01-05 Rl 1.0 < ,g,'l 1 1.0 0.37
8260 100201C1 02--01-05 02-01-05 RI. 10 ug/1 I 1.0 0 36
8260 1002010 02-01-05 02-01-05 RL 1.0 < ,g/1 1 LO 0.36
8260 1002010 02--01--05 02-01-05 RL 2.0 < ,g/1 1 2.0 1.1
8260 1002010 02-01-05 02-01-05 RL 2.0 < ug/1 1 2.0 0.6"
8260 1002010 02-01-05 02-01-05 RL LO < ug/1 1 1.0 0.32
6260 1002010 02-01-05 02-01-os Rl 1.0 < ug/1 1 LO 0.37
8260 1002010 02-01-05 02-01-05 RL 1.0 < "9/1 1 1.0 o. 35
8260 1002010 02-01-05 02-01-05 Rl 1.0 < "911 1 1.0 0.56
8260 1002010 02-01-05 02--01-05 RL 96 .. l
8260 100201a 02-01-os 02·01-05 Rl 96 t 1
6260 1002010 02-01-05 02-01-05 RL 108 % 1
160.2 0201A 02-01-05 02-01.-05 HP 5.0 < ,wl 1 5.0 s.o
6020 0202! 02-02-()5 02-05-05 88 10 < ,g/1 1 10 0.16
6020 02021 02--(]2-05 02-05-05 BB 1900 ug/1 5.0 o. 10
6020 02021 02-02--06 02-06-06 BB 74 ug/1 1 60 0.17
6020 020n 02-02-05 02-05-05 8B 20 < ug/1 1 20 3.)
Page 9 of 29
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11111,BI STL llilillllll
STL Savannah
Client Irminger Consulting, Inc.
Work Order ID Macon Dockeryy
I Laboratory ID S540784*9
Sampl~ ID MW~25
Matrix LI Sampled ' 01-27-2005
Percent Solids Received! 01-26-2005
I RESULTS SUMMARY REPORT
Paraoet= -Battll P.-.p Analysis Analyst Result Qual Units DF R1-IIIL
Date Date
I Acetone 8260 l00201Cl D2--01-05 02--01-05 RL 10 < ug/1 l. 10 s.o
Benzene 8260 1002010 02--01-0S 02-01-05 RL 1.0 < ug/1 1 1.0 0,36
Toluene 8260 100201Q 02-01-05 02-01-05 RL 1.0 < ug/1 1 1.0 O.S-4
I Xy1enes, Total 8260 1002010. 02-01-05 02-01-05 RL 3.0 < ug/1 1 3.0 1.3
Chloroform 8260 1002010 02-01-05 02-01-05 RL 1.0 < ug/] l 1.0 0.37
1,1-Dichloroethane 8260 1002010 02-01-05 02-01--0S RL 1.0 < ug/1 1 1.0 0.36
I
1, 1-Dic:hloroct:hcfle 8260 100201C1 02-01-05 o.2-01-05 R1-1.2 ug/1 1 1.0 0 3S
1,2-Dichloroc-thene (total) 8260 1002010 02-01-0S 02-01-05 R1-2.0 < ug/1 1 2.0 1..1
Methylene chloride
(D1 ch 1 oranethane) 8260 1002010 02-01-0S 02--01--0S RL 2.0 < ug/1 1 2.0 0.64
I 1, l, 1-T rich loroethane 8260 l00201U 02-01--05 02--01-05 R1-1.0 < ug/1 1 1.0 0.32
Tr1chloroet.hene 62'60 1002010 02-0J.-0!I 02-01-os RL 1.0 < ug/1 1 l.O 0.37
Tetrachloroethene 8160 100101Cl 01-01-05 02--0l.-0S RL 1.0 < ug/1 1 1.0 0.35
Vinyl chlorid11 8160 1002010. 02-01-0S 02-01-05 RL 1.0 < ug/1 1 1.0 0.56
I Surrogate -To1uene-d8 8260 100201(1 02-01-05 02-01'1)5 RL 96 ~ l
Surrwnte -
4-Bronx:,f1~o,abenzene ~ 8260 1002010 02-01-05 02-01-05 RL 94 ~ l
Surrogate -
I Dibrl'JlltJf11JOro1Re-rhane " 8260 100201a 02-01-os 02-01-05 Rl 104 • l
Suspended Sol ids 160.2 02111A 02-01-05 02-01-05 IP 20 "o/1 1 S.0 s.o
Baril.El 6020 02021 02-02-05 02-0S-05 BB 120 ug/1 so 0.17
I Manganese 6020 02021 02-0Z-05 o.2-05-05 BB 25 ug/1 5 O 0.10
ChrumiLn 6020 o.2021 02-02-0S 02-05-06 BB 62 ug/1 10 0.16
Zinc 6020 02021 o.2-02-05 02-05-05 BB 25 ug/1 1 20 3 7
Lead 6020 02021 02-02-05 02--05-05 BB 3.0 < ug/l l 3 .. 0 0.043
I cadmium 6020 02021 02--02-05 02-05--0S BB 0..30 < ug/l 1 0.30 0.,13
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11111S11 STL 11111§111
STL Savannah Client Irminger Consulting, Inc.
Work Order lD Macon Dockeryy
I Laboratory ID S540784*10
Sample ID MW-23
Matrix LI Sampled ' 01-2·,-2oos
Percent Solids Received: Ol-2B-20CS
I RESULTS SUMMARY REPORT
Par.neter llethod Batch Prep Analysis Analyst Result (MIi Units Df Rl WI.
Date Date
I Acetone 8260 100201Q 02-01-05 02-{)1-05 RL 10 < ug/1 1 10 5,0
Benzene 8260 ]002010 02-01-05 02-01-05 RL 1.0 < ug/1 1 1.0 0.36
To1uene 8260 1002010 02-01-os 02-01-os RL 1.0 < ug/1 l 1.0 0.54
I Xylenes, Totiil 8260 ]002010 02-01-05 02-01-05 RL 3.0 < ug/1 l 3.0 1.3
Olloroform 8260 1002010 02-01-0S 02-01-05 RL 1.0 < ug/1 l 1.0 0.37
1, 1-Dichlorwthane 8260 100201C1 02--01-05 02-01-0S Rl 4.2 ug/1 1.0 o .. 36
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1,1-0ichlorocthene 8260 100201C1 02-01-05 02-01-05 Rl 3.9 ug/1 1 0 0 36
1,2-Dichloroethene (total) 8260 1002010 02-01-05 02-01-05 RL 2.0 < ug/1 l 2 .o 1.1
Methylene chloride
(Di ch lortmethane) 8260 1002010 02-01-05 02-01-05 RL 2.0 < ug/1 1 2.0 0.64
I 1, l,l-Trich lo roe thane 8260 1002010 02-01-05 02-01-05 RL 1.0 < ug/1 1 1.0 0.32
Tr I Ch I oroetlleS'IO 826TJ 100201C1 OZ-01-05 02:-01-05 Rl 1.5 ug/1 1.0 0.37
Tetrach lornethenc 8200 T00201C1 02-01-05 02-01-05 Rl 1 .• ug/1 1.0 0.35
Vinyl chloride 8260 1002010. 02-01-05 02-01-0S RL 1.0 < ug/l 1 1.0 0.56
I Surrogate -Toluene-dB~ 8260 1002010 02-01-05 02-0l-05 Rl 98 ~ 1
Surrogate -
4-Broo~f1uorobenzene ~ 8260 1002010 02-01-05 02-01-05 RL 94 $ 1
Surrogare -
I Dibrox,nuororr.ethane ~ 8260 10DZ01C1 02-01-05 02-01-05 RL 106 ~ 1
5uspomm Sa 11 ds 160,2 0201A 02-01-05 02--01-06 ,., 11 mg/I so 5.0
Barium 6020 OZOZI 02-02-05 02-05-05 B8 50 < ug/1 l 50 0.17
I Mangareso 6020 02021 02-02-05 02-05-05 ea 33 ug/1 1 5.0 0.10
O,romlum 6020 02021 02-02-05 02-05-05 BB 10 < ug/1 1 10 0.16
Zinc 6020 02021 02-02-05 02-05--0S BB 20 < ug/1 1 20 3.7
Mercury 7470 0202S 02-02-05 02-03-05 JL 0.20 < ug/1 1 0.20 0.078
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IHlllrBI STL iii@i§iii
STL Sav8.Illlah
Client Irminger Consulting, Inc.
Work Order ID Macon DockerYY
I Laboratory ID S540784""11
Sample ID MW-13
Matri.x LI Sampled ' 01-27-2005
Percent Solids Received: 01-28-2005
I RESULTS SUMMARY REPORT
Pa.-amcter" lbth>d Batch -Analysls Analyst Result (),al Units Of Rl. l1ll.
Date Date
I Acetone 8260 l00201Q 02-01--05 02--01-05 RL 10 < ug/1 1 10 5.0
Benzene 8260 100201Q 02--01--05 02--01--05 RL 1.0 < ug/1 1 1.0 0 .. 36
Toluene 8160 1002010 02-01-05 02-01-05 RL 1.0 < ug/1 1 1.0 0.54
I Xylene.s, Tota1 8260 l00201Q 02--01--05 02-01-05 RL 3.0 < ug/1 1 3.0 1.3
Glloroform 8260 1002010 02-01-05 02-01-05 RL 1.0 < ug/1 1 1.0 0.37
1,1-0i chloroethane 8260 1002010 02--01--05 02--01-05 RL 1.0 < ug/1 1 1.0 0.36
I 1,l-Dich1oroethene 8260 l00201O 02--01-05 02--01-05 RL 1.0 < uo/1 1 1..0 0.36
1,2-Dichloroethcne (total) 8260 1002010 02-01-0S 02-01-05 RL 2.0 < ug/1 1 2.0 1.1
Methylene chloride
(Dichloruretha~ 8260 1002010 02--01-05 02--01-05 RL 2.0 < ug/1 1 2.0 0.64
I 1, 1,1-Trichforoethane 8260 l00201Q 02--01-05 02--01-05 RL 1.0 < ug/1 1 1.0 0.32
Trichloroethene 8260 l00201O 02--01-05 02-01-05 RL 1.0 < ug/1 1 1.0 0.37
Tetrachloroethene 8160 l00201O 02--01-05 02-01-05 RL 1.0 < ug/1 1 1.0 0.35
Vinyl chlorl de 8760 1002010 02-01-05 02-01-05 Rl 1.0 < ug/1 I 1.0 O.S6
I Surrogate -To1uene-d8 ~ 8260 1002010 02-01-05 02-01-05 RL 96 ~: 1
Sur;og;,re -
4-BronoFluorobenzene • 8260 100201a 02-01-05 02-01-05 RL 96 • 1
Surrogate -
I D"ibronofluoromethane * 8260 10020IQ 02-01-05 02-01-05 RL 108 • 1
Su_,.iedSOllds 160.2 0201A 02-01-05 02-01--05 IF 110 mg/I S.D S .. O
Barillll 6020 02021 02-02-05 02-05-05 BB 210 ug/I so 0.17
I "'1n;janese 6020 02021 02-02-05 112-05--0S 118 Z10 ug/I 5.0 0.10
Chromium 6020 0202! 02-02--05 02--05-05 .. 10 < ug/1 l l.O 0.16
Zinc 6020 02021 02-02-05 02--0S-OS 118 28 ug/1 , 20 3.7
Mcn:ucy 7-470 02025 02-02-0S 02--03--05 JL 0.20 < ug/1 1 0.20 0.078
I Lead 6020 02011 02-02-05 02--0s-os BB 3.0 < ug/1 1 3.0 0.043
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I Page 12 of 2.9
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I 11111,IHI STL I 11111~-
STL Savannah
Client Irminger Consulting, Inc.
Work Order ID Macon Dockery)'
I Labo:c·atory ID S540784*12
Sample ID UD STACK
Matrix AI Sampled ' 01-27-2005
Percent Solids Received: 01-20-2005
I RESULTS SUMMARY REPORT
Parameter Methx! Batch Prep Analysis Analyst Result Qual ..,its Of RL lllL
Date Date
I Ch lorurethane EPA-lB 28012B 01-29-05 01-29-05 CL 2.0 < mg/ml l 2.0 1.2
Vinyl chloride EPA-18 280126 01-29-05 01-29-05 CL 2.0 < mg/m3 1 2.0 0.38
Brcxromethane EPA-18 280128 01-29-05 01-29-05 CL 2.0 < mg/m3 1 2.0 0.7Z
I Chloroethane EPA-18 280128 01-29-05 01-29--05 CL 2.0 < mg/m3 1 2,0 0.44
Tri ch lorofl uor"llfflllthane EPA-lB 2B0128 01-29-05 01-29-05 CL 2.0 < ..,;m3 l 2.0 0.45
1, 1-Dichlori:>ethene EPA-18 2B0128 01-29-05 01-29-05 CL 1.0 < mg/m3 1 1.0 0.18
Carbon disulfide EPA-18 280328 01-29-05 01-29-05 Cl 1.0 < mg/m3 1 1.0 0.90
I Methylene chloride
(Dichloromethane) EPA-18 280128 01-29-05 01-29-0S Cl 1.0 < mg/ml 1 1.0 0.46
trans-1,2-0ichloroethene EPA-18 2B0128 01-29-05 01-29-0S CL LO < mg/ml 1 1.0 0.18
I 1,1-Dichloroethane EPA-18 2BOU8 01-29-05 01-29--0S CL 1.0 < mg/ml 1 1.0 0.24
v1 ny 1 acetate EPA-18 280128 01-29-0S 01-29-05 a 2.0 < mg/m3 l 2.0 0.54
2-8utanone (~1:K) EPA-1B 2B0128 01-29-0S 01-29-0S CL 10 < mg/ml 1 10 s.1
2,2-Dichloropropane EPA-18 280128 01-29-05 01-29-05 CL 1,0 < mg/m3 1 1.0 0.50
I cis-1, 2-0i ch loroethene EPA-18 2BOU8 01-29-05 01-29-0S CL 1.0 < mg/ml 1 1.0 O.JS
Chloroform EPA-18 2B0U8 01-29-0S 01-29-05 a. 1.0 < mg/ml 1 1.0 0.28
Braroch lornrethane EPA-18 2B0128 01-29-0S 01-29-0S a. 1.0 < mg/n13 1 1,0 0.28
1, l ,l-Trichloroethane EPA-18 280128 01-29-05 Dl-29-0S CL 1.0 < mg/ml 1 1.0 0.28
I 1,1-Dichloropropylene EPA-18 2B0128 01-29-oS 01-29-oS CL LO < mg/ml 1 1.0 0.11
Carbon tetra<:hlodde EPA-18 2B0128 01-29-oS 01-29-05 CL 1.0 < mg/ml l 1.0 0.29
1,2-Dichloroethane EPA-18 280128 01-29-05 01-29-05 CL 1.0 < ..,;m3 1 1.0 o, 42
I Benzene EPA-18 2BOU8 01-29-05 01-29-05 CL 1.0 < mg/ml 1 1.0 0.36
Tr;chloroethene EPA-18 280128 01-29-0S 01-29-05 CL 1.0 < mg/ml 1 1.0 0,43
1,2-0ichloropropane EPA-18 2BOU8 Ol-29-05 01-29-05 Cl LO < mg/ml 1 LO 0.29
Brornodichloranethane EPA-18 2BOU8 01-29-o5 01-29-0S Cl 1.0 < mg/ml l 1.0 0.30
I Di brorromethane EPA-18 2B0128 01-29-05 01-29-05 CL 1.0 < nig/m3 1 1.0 0.28
trans-1,3-0ichloropropene EPA-18 2BOU8 01-29-05 01-29-05 CL 1.0 < •a/ml l 1.0 0.27
Toluene EPA-18 2BOU8 01-29-05 01-29-05 CL 1.0 < •g/"'3 1 LO 0.47
ci s-1, 3-0i ch loropropene EPA-18 280U8 01-29-05 01-29-05 CL 1.0 < mg/"'3 1 LO 0.18
I 1,l,2-Tr1chloroethane EPA-18 280128 01-2:!J-05 01-29-05 CL LO < mg/ml 1 LO 0.45
1, 3-Di ch loropropane EPA-18 18012B 01-29-05 01-29-05 CL 1.0 < mg/ml 1 LO 0.15
Tctrachloroethene EPA-18 2B0128 01-29-05 01-29-0S Cl. LO < mg/ml 1 LO 0.48
Di bn:mod'I loranethane EPA-18 280128 01-29-05 01-29-05 CL 1.0 < lll!llml 1 1.0 0.38
I 1 , 2-0i bromoethant! (EDB) EPA-18 280128 01-29-05 01-19-05 CL LO < mil/ml 1 1.0 0.18
Chlorobenzene EPA-18 2B0128 01-29-05 01-29-05 CL 1.0 < mg/mJ 1 LO 0.34
Ethy lberu:ene EPA-1B 2BOU8 01-29-05 01-29-05 CL 1.0 < mg/ml 1 1.0 0 .. 16
I mt.p-Xy 1 cne EPA-18 280128 01-29-05 01-29-05 ct 1.3 lll!l/"3 1 1.0 0.30
a-Xylene EPA-18 1B0128 01-29-05 01-29-05 CL 1.0 < mg/ml 1 1.0 0.36
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IHNlfltlt STL Mi@i§Nii
STL Savannah
Client Irminger Consulting, Inc.
Work Order ID Macon Dockeryj
I taboratory rn S540784 .. 12
Sample ID UD STACK
Matrix AI Sampled ' 01-21-2005
Percent Solid.a Received: 01-28-2005
I RESULTS SUMMARY REPORT
Parameter -Batth Prep Analysis Analyst Result !)Jal Units DF Rl IIJl
Date Date
I Styrene EPA-18 2B0128 01-29-05 01-29-0S a. 1.0 < mg/m3 l 1.0 0-ll
Tsopropy1benzene EPA-18 280128 01-29-05 01-29-0S CL 1.0 < mg/m3 l LO 0.16
Bn:,oofurn, EPA-18 280128 01-29-0S 01-29-05 CL 1.0 < mg/m3 l 1.0 0.40
I 1,1,2,2-Tetrachloroethane EPA-18 2B0128 01-29-0S 01-29-05 CL 1.0 < mg/ml 1 1.0 0.32
n-Propylbem:ene EPA-18 280128 01-29-05 01-29-0S CL 1.0 < ,g/m3 l 1.0 0.19
Branobenzene EPA-18 280128 01-29-05 01-29-05 CL 1.0 < ,wml l 1.0 0.29
1, 3, S-Tri111ethylbenzene EPA-18 280128 01-29-0S 01-29-05 a. 1.0 < ""1ml 1 1.0 0.21
I 2-0,lorotoluene EPA-18 280128 01-29-05 01-29--05 CL 1.0 < ,wml 1.0 0.23
4-0,lorotoluene EPA-18 280128 01-29-05 01-29-05 CL 1.0 < ,wml 1 1.0 0.29
t-Butylbenzene EPA-18 280128 01-29-05 01-29-05 a. 1.0 < ,wm3 1 1.0 0.32
I l,2,4-Tri11e:thy1benzene EPA-18 280128 01-29-05 01-29-05 a. 1.0 < mg/m3 1 1.0 0.32
s-Butylbe.nzene EPA-18 ZBOUB 01-29-05 01-29~05 CL 1.0 < mg/m3 1 1.0 0.24
p-Cymene EPA-18 280128 01-29-05 01-29-05 a. 1.0 < mg/ml 1 1.0 0.29
1,3-Dichlorobo.nzcne EPA-18 280128 01-29--05 01-29-0S a. 1.0 < mg/ol 1 1.0 0 .. 35
I 1,4-Dichlorobenzene EPA-18 280128 01-29-05 01-29-0S a. 1.0 < mg/m3 l 1.0 0.37
n-Butylbenzene EPA-18 280128 01-29-05 01-29-05 a. 1.0 < mg/113 1 1.0 0.48
1, 2-Di chlorobenzene EPA-18 2B0128 01-29-05 01-29-05 a. 1.0 < mg/ru 1 LO 0.35
l,2-Dibromo--3-chloropropane EPA-18 2B0128 01-29-o5 01-29-05 a. 2.0 < mg/m3 1 2 .0 0.'16
I Total Hydrocarbons EPA-18 280128 01-29-05 01-29-05 a. 10 < mg/m3 1 10 5.0
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11111,11 STL I 111111§11)
STL Savannah
Client Irminger Consulting, Inc.
Work order ID Macon Dockeryj
I Laborato:i:y ID S540784*13
Sample ID UMSA STACK
Matrix AI Sampled : 01-21-2005
Percent Solids Received: O1-20-ioos
I RESULTS SlllC.'IARY REPORT
Parameter -Batch Prep Analysis Ana I yst llesu It Qual Units DF RI. .....
Date Date
I 01 lorarethane EPA-18 2BOU8 01-29-0S 01-29-05 Cl 2.0 < mg/ml l 2 .0 l.2
Vinyl chloride EPA-18 2B0128 0hl9-05 01-29-05 Cl 2.0 < ,wml l 2.0 0.38
Br~thane F.PA-16 260128 0t-:~9-05 01-29-05 CL 2.0 < mg/m3 1 2.0 0.72
I Ch loroethane EPA-18 280128 01-29-05 01-29-05 Cl 2.0 < "1l/ml 1 2.0 0.44
TrichlorofluorOIIICt.hane EPA-18 280128 01-29-05 01-29-05 CL 2.0 < mg/ml 1 2.0 0.45
1,1-Dichloroethene EPA-lB 2B0128 Dl-29-05 01-29-05 CL 1.0 < mg/ml 1 1-0 0.18
C.arbon disulfide EPA-18 280128 01-29-05 0l-29-05 CL 1.0 < mg/ml 1 1.0 0.90 I Methylene chlodde
(Di chlorcmethane) EPA-18 280128 Ol-29-05 01-29-05 CL 1.0 < mg/ml l 1.0 0..46
trans-1,2-0ichloroethene EPA-18 280128 01-29-0S 01-29-05 CL 1.0 < mg/ml l 1.0 0,18
I 1,1-Dich lo roe thane EPA-18 280128 01-29-05 01-29-05 Cl LO < mg/ml 1 1.0 0.24
Vinyl acetate EPA-16 280128 01-29-05 01-29-05 Cl 2.0 < mg/ml 1 2.0 0.54
2-Butanone (,"EK) EPA-18 280128 01-29-05 01-29-05 Cl 10 < mg/ml 1 10 5.1
2 ,2-~chloropropane EPA-18 280128 01-29-05 01.-29-05 CL LO < mg/m3 1 1.0 0.50
I cis-1,2-Dichloroethene EPA-18 280128 01-29-05 01-29-0S CL 1.0 < mg/ml 1 1.0 0.35
Chloroform EPA-18 2B0128 01-29-05 01-29-05 CL LO < mg/ml 1 1.0 0.28
Smooch lon:vretha!'!E: EPA-18 280128 01-29-05 01-29-05 Cl 1.0 < "1lfm3 1 1.0 0.28
1,1, 1-Tdchloroethanc EPA-18 280128 01-29-05 01-29-05 CL 1.0 < o,;J/ml 1 1.0 0.28 I l,l-Dichloropropy1ene EPA-18 280128 01-29-05 01-29-05 Cl 1.0 < og/m3 1 1.0 0.11
Carbon tetrachlodde EPA-18 280128 01-29-05 01-29-05 CL 1.0 < awml 1 1.0 0.29
1,2-0~diloroethanr. EPA-lB 2B0128 01-29-05 01-29-05 CL 1-0 < mg/ml 1 1.0 0..42
I Benzene EPA-18 280128 01~29~os 01-29-05 Cl 1.0 < mg/m3 1 LO O .. l6
Tr1chloroethene EPA-18 280128 01-29-05 01-29-05 Cl 1.0 < "l/ml 1 LO 0.43
1,2-0ichloropropane EPA-18 290128 01-29-05 01-29-05 Cl 1.0 < mg/ml l l.O 0.29
Bromodichloro-nethru1e EPA-18 280128 01-29--0S 01-29-0S CL 1.0 < "1lfm3 1 LO 0.30
I Oibro!oomethanc EPA-18 280128 01-29-05 01-29-05 CL 1.0 < mg/m3 1 l.D 0.28
trans-1. 3-0i ch 1oropr'Opene EPA-18 280128 01-29-05 01-29-05 CL 1.0 < mg/ml 1 l.O 0.27
Toluene EPA-18 290128 01-29-05 01-29-05 CL 1.0 < "1l/ml l l.O 0.47
cis-1,3-DichlorupropenE!: EPA-18 290128 01-29-05 01-29-05 CL 1.0 < "1lfml 1 1.0 0.18
I 1,1, 2-Trichloroethane EPA-18 280128 01-29-05 01-29-05 CL 1.0 < mg/ml 1 1.0 0.45
1,3-Dichloropropane EPA-18 280128 01-29-05 01-29-05 CL 1 .. 0 < mg/ml 1 l.O 0.25
Tetrachloroethene a'A-18 Z80118 01-29-05 01-29-05 CL 1.0 < mg/m3 1 LO 0.48
Dibn:>Rl0ch1or'alll!thane EPA-18 280128 01-29-05 01-29-05 Cl l.O < mg/ml 1 1.0 0-38 I 1,2-o;bron,oethonc (EDB) EPA-18 280128 01-29-05 01-29--05 CL LO < mg/rn3 l 1.0 0.18
0, lorobenz.enc EPA-18 280128 01-29-05 01-29-05 Cl LO < mg/ml 1 1.0 0.34
Ethylbenzo!ne EPA-18 280128 01-29-05 01-29-05 CL 1.0 < mg/m3 1 1.0 0.16
I ~Xylene EPA-18 280128 01-29-05 01-29-05 CL LO < og/mJ l 1.0 0.30
a-Xylene EPA-18 280128 01-29-05 01-29-05 CL 1.0 < mg/ml 1 1.0 0.36
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lllllhl~II STL lliiBUl§III
STL Savannah
Client Inningar Consulting, Inc.
Work Order ID Macon Dockery)'
I Laboratory ID S540784*13
Sample ID UMSA STACK
Matrix AI Sampled ! 01-27-2D05
Percent Solids Received: 01-28-2005
I RESULTS SUMMARY REPORT
Pan,mter -Batch Prep Analysis Analyst Result Qual · lklits OF RI. ....
Date Date
I Styrene EPA-18 2B0128 01-29-05 01-29-05 CL l.O < ~/m3 1 1.0 0.31
Isopropy l benzene EPA-18 280128 01-29-05 01-29-05 Cl 1.0 < mg/ml 1 LO 0-16
Bnnofonn EPA-18 280128 01-29-0S 01-29-05 Ct LO < mg/m3 1 1.0 0.40
I 1,1,2,2-Tetrachloroerhari~ EPA-lB 2B0128 01-29-05 01-29-05 Ct 1.0 < mg/ml 1 1.0 0.32
n-P,-opylbnnzenn EPA-18 280128 01-29-05 01-29-05 Cl 1.0 < mg/ml 1 1.0 0.19
Bromobcnzene EPA-18 2B0128 01-29-0S 01-29-05 CL LO < mg/ml 1 LO 0.29
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1,3,5-Trimethylbenz,ene EPA-18 280126 01-29-05 01-29-05 CL LO < mg/"3 1 1.0 0.21
2-0llorotoluene EPA-18 280128 01-29-05 01-29-0S Ct 1.0 < mg/ml 1 1.0 0.23
4-0,lorotoluene EPA-16 280128 01-29-05 01-29-05 Ct 1.0 < mg/"3 1 1.0 0.29
t-Buty l benzene EPA-18 2B0128 01-29-05 01-29-05 Ct 1.0 < mg/ml 1 LO 0.32
I 1,2 ,4-Tri111ethylbPnzene EPA-18 280128 01-29-0S 01-29-05 CL 1.0 < mg/"3 1 1.0 0.32
s-Butylbenzene EPA-18 2B0128 01-29-05 01-29-05 CL 1.0 < mg/rn.3 1 LO 0.2<1
p-Cy1nene EPA-18 280128 01-29-0S 01-19-0S Cl 1.0 < mg/m3 1 1.0 0.29
1, 3--0ichlorobenzene EPA-18 280128 01-29-0S 01-29-0S CL 1.0 < t119/m3 1 LO 0 .35
I 1,4-0ichlorobenzene EPA-18 280128 01-29-0S 01-29-Dl a 1.0 < mg/m3 1 LO 0.37
n-Buty 1 benzene EPA•lB 280128 01-29-0S 01-29-DS a 1.0 < mg/ml l LO 0.48
1,2-Dichloroben2ene EPA-18 2B0128 OJ-29-0S 01-29-05 a LO < mg/ml 1 1.0 0.35
1, 2-Di bromo-3-chloropropane EPA-18 280128 01-29-0S 01-29-05 a 2.0 < mg/m3 1 2.0 0.46
I Total Hydrocarbons EPA-18 2B0128 01-29-05 01-29-05 a 10 < mg/ml 1 10 5.0
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I Page 16 of 29
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llllllsll STL I 1111110
STL Savannah
Client Irminger Consulting, Inc.
Work order ID Macon DockerYY
I Laboratory ID S540704•14
Sample ID PROPERTY LINE
Matrix AI Sampled ' Ol-27-2005
Percent Solids Received: 01-20-2005
I RESULTS SUMMARY REPORT
Parzraeter l!ethod Batch Prep Analysis Ana I yst. Resu I t Qual Units DF RL ....
Date Date
I Ol I an:rnethane EPA-18 200128 01-29-05 01-29-05 Cl 2.9 "9""3 20 1 2
Vinyl chloride EPA-lB 2B012:8 01-29-05 01-29-05 Cl 2 .. 0 < mg/ml 1 2.0 0.38
Brarorr.ethnne fPA-18 2B0128 01-29-05 01-29-05 Cl 2.0 < mg/m) 1 2 .. 0 0.72
I 0, loroethane EPA-18 2B0128 01-29-0S 01-29-0S Cl 2.0 < mg/m3 1 2.0 0.44
Trichlorofh.rororr,ethane EPA-18 280128 01-29-05 01-29-05 CL 2.0 < mg/m3 1 2.0 0.45
1,1-0ichloroethene EPA-18 2B0128 01-29-05 01-29-05 Cl l.O < mg/m3 1 1.0 0.18
Carbon di su 1 ft de EPA-18 2B0128 01-29-0S 01-29-0S Cl 1.0 < mg/ml 1 1.0 0.90 I Methylene chlori~
(Di ch l orooethane) EPA-18 280128 01-29-0S 01-29-0S Cl 1.0 < mg/m3 l 1.0 0.46
trans-1, 2-Dichloroothene EPA-18 200128 01-29-05 01-29-05 Cl 1.0 < mg/m3 l 1.0 0.1a
I 1, 1-0i chloroethane EPA-18 280128 01-2~5 01-29-05 Cl 1.0 < mg/•3 l LO 0.24
V'I ny 1 aeetate EPA-18 280128 01-29-05 01-29-05 CL 2.0 < rog/m3 1 2.0 0.54
2-Butanone (JriEIO EPA-18 280128 01-29-05 01-29-0S CL 10 < mg/ml l 10 s.1
2. 2-D1 ch lon>propane EPA-18 2B012B 01-29--05 01-29-05 CL LO < mg/m3 1 LO 0.50
I cis-1,2-Dichloroethene EPA-18 280128 01-29-0S 01-29-05 Cl 1.0 < mg/ru 1 1.0 0.35
Chlorofom EPA-18 280128 01-29-05 01-29-05 Cl 1.0 < mg/ml 1 1.0 0.28
Br01?Dch7oro:nethane EPA-18 280128 01-29-0S 01-29-05 CL 1.0 < mg/ml l 1.0 0.28
1.1,1-Tr;ch lorn ethane EPA-18 280128 01-29--05 01-29-05 CL 1.0 < mg/ml 1 1.0 0.28
I 1,1-Dichloropropylene l:PA-18 200128 01-29--05 01-29-05 CL 1.0 < "9/ml 1 1.0 O.ll
Carbon tetrachloride EPA-18 280128 01-29-05 01-29-05 Cl LO < "!llml 1 LO 0.29
1, 2-Dichloroe'thane EPA-18 2BO128 01-29-05 01-29-05 Cl 1.0 < mg/m3 l 1.0 0.42
I Benzene EPA-18 280128 01-29-0S 01-29-05 CL 1.0 < mg/ml l 1.0 0.36
Tri chloroethtml? E:PA-18 280128 01-29-05 01-2!HlS CL 1.0 < mg/m3 1 1.0 0.43
1,2-0ichloropropane EPA-18 280128 01-29-0S 01-29-05 a. 1.0 < mg/ml 1 1.0 0.29
Bmnodi ch lororMthane EPA-18 280128 01-29-0S 01-29-GS a. 1.0 < mg/m3 1 1.0 0.30
I Dibronnnethane EPA-18 280128 01-29-05 01-Z!HlS Cl 1.0 < mg/ml l 1.0 0.28
trans-1,3-Dichloropropene EPA-18 280128 01-29-05 01-29-05 Cl 1.0 < mg/ml 1 1.0 0.21
Toluene EPA-18 2B0128 01-29-05 01-29-05 Cl 1.0 < mg/ml 1 1..0 0.47
cis-1,3-Dichloropropene EPA-18 2B0128 01-29-05 01-29-05 CL l.O < mg/ml l 1.0 0.18
I 1, 1, 2-Trlch7oroet:hane EPA-18 2B0128 01-29-05 01-29-05 CL 1.0 < mg/•3 1 1.0 0..45
l, 3-Dichloropropane EPA-18 2B0128 01-29-05 01-29-0S Cl 1.0 < mg/m3 1 1.0 0 25
Tetrachloroethene EPA-18 2B0128 01-29-05 01-29-0S Cl 1.0 < mg/m3 1 1.0 0.'18
Di broroch loranethane EPA-18 2B0128 01-29-05 01-29-0S Cl 1.0 < mg/ml I 1.0 0.38 I 1,2-Dibromoethane (EDB) EPA-18 2B0128 01-29-05 01-29-05 CL 1.0 < mg/ml 1 l.O 0.18
Ch lorobenzene EPA-18 2B0128 01-29-0S 01-2g..05 Cl LO < mg/m3 l 1.0 0.34
Ethyl benzene EPA-18 2B0128 01-29-0S 01°29-0S CL 1.0 < mg/m3 1 1.0 0.16
I ir&p-Xy1ene EPA-18 2B0128 01-29-05 Olw29-05 Cl 1.0 < mg/m3 1 1.0 0.30
a-Xylene EPA-18 2B0128 01-29-05 01-29-05 Cl 1..0 < mg/ml l 1.0 0.36
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Client Irminger Consulting, Inc.
Work Order ID Macon Dockeryy
I Labor a t-ory ID S540784.*14
Sample ID PROPERTY LINE
Matrix Al Sampled ' 01-27-2005
Percent Sol.ids Received: 01-28-2005
I RESULTS SIJMMARY REPORT .. .....,..,. -Batch Prep Analysis AnaJyst Result ~· Units DF RL Ill!.
Date Date
I Styrene EPA-18 200128 01-29-05 01-29-0S CL LO < mg/m3 1 LO 0.31
Isopropy1benzme EPA-18 2B0128 01-29-05 01-29-05 Cl LO < og/m3 1 1.0 0.16
Brcuofonn EPA-18 200128 01-29·05 01-29-05 Cl. 1.0 < mg/ml 1 LO 0.40
I 1,1, 2, 2-retrach 1oroethane EPA-18 200126 01-29-05 01-29-05 CL LO < mg/m3 l LO 0.32
n-Propylbenzen.! EPA-18 2BOU8 01-29-0S 01-29-0S CL 1.0 < mg/m3 l 1.0 O.l9
Brcrmbcnzene EPA-18 2B0128 01-29-05 01-29-0S Cl LO < mg/m3 1 LO 0.29
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1,3,5-Trimethylbenzene EPA-18 280128 01-29-05 01-29-05 Cl LO < rg/m3 1 1.0 0.21
2-0,loroto1uene EPA-18 280126 01-29-05 01-2~5 CL LO < mg/m3 1 LO 0.23
4-0iloroto·luene EPA-18 280126 01-29-05 01-29-05 CL 1.0 < mg/m3 1 1.0 0-29
t-Butylbenzene EPA-18 280128 01-29-05 01-29-0S CL 1.0 < mg/m3 1 1.0 0.32
I l, 2.~-Trimethylbenzene EPA-18 280126 01-29-05 01-29-05 CL LO < ,wml 1 1.0 0.32
s-Butylbenzene EPA-18 280126 01-29-05 01-29-0S Q_ LO < 1r9/m3 1 1.0 0.,24
p-Cymene EPA-18 280126 01-29--05 01-29-05 Q 1.0 < mg/m3 1 LO 0.29
1,3-Dichlorobenzcne EPA-lB 200126 01-29-05 01-29-05 Cl 1.0 < mg/ml 1 LO 0.35
I 1,4-0ichlorobenzene EPA-18 280128 01-29-05 01-29-05 Cl LO < mg/ml l 1.0 0.37
n-Buty'lbenz.ene EPA-18 280126 01-29-05 01-29-05 CL 1.0 < mo/ml 1 LO 0.48
1,2-0ichlorobenzene EPA-18 280128 01-29-05 01-29-05 CL 1.0 < mg/ml 1 1.0 0.35
l,2-Dibromo-3-chloropropane EPA-18 280126 01-29-05 01-29-05 CL 2 .. 0 < mg/ml 1 2.0 0.46
I Tota1 Hydrocarbons EPA-16 280128 01-29-05 01-29-05 CL 10 < mg/"3 1 10 5.0
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Client Irminger Consulting, Inc.
Work Order ID Macon Dockery}'
I Laboratory ID S540784*15
Sample ID UL STACK
Matrix AI Sampled ' 01-27-2005
Pex:cent: Solids Received.: 01-28-2005
I RESULTS SUMMARY RBPORT
Paramter -Bat<il Prep Analysis Analyst Result Quol lklits DF RI. IIJL
Date Date
I 0i lorcmethane EPA-18 2B012B 01-29-05 01-29-05 CL 2.0 < "'Jlm3 1 2.0 1.2
Vinyl chloride EPA-18 2B0128 01-29-05 01-29-0S CL 2.0 < "'Jlm3 1 2.0 0.38
Brarorethane EPA-18 260128 01-29-05 01-2:9-05 CL 2.0 < mg/ml 1 ,.o 0,72
I 0, lo roe thane EPA-18 280128 01-29-05 01-29-0S CL 2.0 < "'Jlm3 1 2.0 0.44
Trichlorofluoranethane EPA-18 :!80128 01-29-05 01-29-0S CL 2.0 < mg/ml 1 LO 0.45
1, 1-Di ch loroethene. EPA-18 2B0128 01-29-()5 01-29-05 CL LO < "'Jlml 1 LO 0.18
Carbon di SU 1 fide EPA-18 2B0128 01-29-05 01-29-0S CL LO < "'Jlm3 1 LO 0.90 I Ml!thylene chlc,ride
(Dichloromethane) EPA-18 280128 01-29-05 01-29-05 CL LO < "'Jiml 1 1.0 0.46
trans-1, 2-01 ch loroethene EPA-18 280118 01-29-05 01-29--05 CL 1.0 < ,wml 1 LO 0.18
I 1,1-0ichloroethane EPA-18 280128 01-29-05 01-29-05 CL 1.0 < ,wm3 1 1.0 0.24
Vinyl acetate EPA-18 2B0128 01-29-0S 01-29--05 CL ,.o < ,wm3 l ,.o 0.54
2-Bvtanone (14:K) EPA-18 280128 01-29-05 01-29-05 CL 10 < ,wm3 1 10 5.1
2.2-0ichloroprOJJane EPA-18 280128 01-29-05 01-29-05 CL 1.0 < mg/ml 1 LO 0.50
I ci s-1.2-Dich loroethene EPA-18 280128 01-29-05 01-29--05 CL LO < mg/ml l 1.0 0.35
O,loroform EPA-18 260128 01-29-05 01-29--05 CL 1.0 < <rQ/•3 1 LO 0.28
Braoochloromethane EPA-18 2B0128 01-29-05 01-29--05 CL LO < <rQ/ml 1 1.0 0.28
1,1,1-Trichloroethane EPA-18 2B0128 01-29-05 01-29-05 CL LO < mg/ml l 1.0 0.26
I 1,1-Dichloropropylene EPA-18 280128 01-29-0S 01-29--05 CL LO < ,wol 1 LO O.ll
carbon tetrachloride EPA-18 280128 01-29--05 01-29-0S CL LO < <rQ/•l 1 1.0 0.29
l,2-Dich1oroethane EPA-18 280128 01-29-05 01-29--05 CL LO < mg/m3 1 LO 0.42
I Benzene. EPA-18 260128 01-29-0S 01-29-05 CL 1.0 < ,wml l LO 0.36
Tri ch 1 oroethcne EPA-18 260128 01-29-05 01-29-05 CL 1.0 < mg/ml 1 LO 0.43
I. 2-Dich loropropane EPA-18 280128 01-29--05 01-29-05 CL LO < mg/ol 1 1.0 0.29
Brmodich lorcmethane EPA-18 2B0128 01-29-05 01-29-05 CL LO < mg/m3 1 1.0 0.30
I Dibrooonethane EPA-18 280128 01-29-05 01-29-05 CL 1.0 < mg/m3 1 LO 0.28
trans-l,3-0ich1oropropene EPA-18 280128 01-29-0S 01-29-05 CL 1.0 < mo/m3 1 1.0 0.27
Toluene EPA-18 280118 01-29-0S 01-29-0S a. LO < mg/"3 1 1.0 0.47
ci s-1, 3-Di ch lonipropene EPA-18 280128 01-29-0S 01-29-05 CL LO < •!11113 1 1.0 0.18
I 1,] ,2-Trichlor0e'.thane: EPA-18 280128 01-29--05 01-29-05 CL 1.0 < mg/"3 1 1.0 0.45
1,3-Dichloropropane EPA-18 260128 01-29--05 01-29-05 CL 1.0 < mg/m3 1 1.0 0.25
Tetrachloroethene EPA-18 280128 01-29-05 01-29-0S CL 1.0 < mg/m3 l 1.0 0.46
OibrO'OOchloranethane EPA-18 280128 01-29--05 01-29-05 CL 10 < mg/113 l 1-0 0.36 I 1, 2-0i bro,n:,ethane (EOO) EPA-18 280128 01-29--05 01-29-0S CL LO < mg/113 1 1.0 0.18
a, lorobenzene EPA-18 280128 01-29-05 01-29--05 CL 1.0 < mg/ml 1 LO 0.34
Ethyl benzene EPA-18 280128 01-29~05 01-29--05 CL LO < mg/m3 1 LO 0.16
I /'lltp-Xylene: EPA-18 260128 01-29--05 01-29-05 CL 1.0 < mg/1113 1 1.0 0.30
o-Xylene EPA-18 280128 01-29-05 01-29-05 CL 1.0 < mg/m3 1 LO 0.36
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Client I:aninger consulting, Inc.
Work order w Macon Doc>ccryy
I Laboratory ID $540784*1S
Sample lD UL STACK
Matrix AI Sampled ' 01-27-2005
Percent Solids Received1 01-28-2005
I RBSULTS SUMMARY REPORT
Parameter l!othod Batch Pn,p Analysis Analyst Result ~· lklits DI' RI. llll
Date Date
I Styrene EPA-18 280128 01-29-0S 01-29-05 CL 1.0 < mg/m3 1 1.0 O.ll
Isopropylbenzene EPA-18 2B0128 01-29-0S 01-29-05 CL 1.0 < mg/m3 1 1.0 0.16
Brcmofonn EPA-18 280126 01-29-05 01-29-05 CL 1.0 < "'9/ml 1 LO 0.40
I 1,1,2,2-Tetrachloroethane EPA-1B 280128 01-29-0S 01-29--05 CL 1.0 < ffl9/ml 1 1.0 0.32
n-Propylbenzene EPA-18 280U8 01-29-05 01-29---0S CL l-0 < ffl9/m3 1 LO 0.19
Srcnobefllene EPA-la 2B0128 01-29-05 Ol-'9-05 a. 1.0 < mg/ml 1 1.0 0.29
I 1, 3, 5-Trimethylbenzene EPA-18 2B0128 01-29-05 01-29-05 a. LO < ,wml 1 1.0 0.21
2-0. l oroto 1 uene EPA-18 280128 01-29-05 01-29-0S a. 1.0 < ffl9/m3 1 1.0 0.2)
4-0,lorotoluene EPA-18 2B0U8 01-29-o5 01-29-05 CL 1.0 < mg/ml 1 LO 0.29
t-Buty 1 benzene EPA-18 280128 01-29-o5 01-29-05 a 1.0 < mg/ml 1 1.0 0.32
I 1,2,4-Trimethyl~nzene EPA-18 2B0128 01-29-0S 01-29-05 a. 1.0 < mg/ml 1 1.0 0. 32
s-&rt:y1benzem: EPA-16 2BOUS 01-29-05 01-29-05 CL 1.0 < mg/m3 1 1.0 0.24
p---C)1llenc EPA-18 280128 01-29-05 01-29-05 CL 1.0 < 111g/113 1 1.0 0 .. 29
1,3--0lchlorobun~Qn~ E:PA-18 280128 01-29-05 01-29-05 a. 1.0 < mg/•3 1.0 O. 3S
I l , 4-0i ch l orobenzene EPA-18 280128 01-29-05 01-29-05 a LO < mg/"3 1 1.0 0.37
n-Butylbenzene EPA-18 2B0128 01-29-05 01-29-05 a. LO < og/ml 1 1.0 0.48
1,2-0ichlorobenzene EPA-18 280128 01-29-05 01-29-05 CL 1.0 < mg/ml 1 LO 0.35
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1, 2-Di brmo-3-ch loropropane EPA-18 2B0128 01-29-05 01-29-05 CL 2.0 < mg/ml 1 2.0 0.46
Total Hydrocarbons EPA-18 280128 01-29-05 01-29-05 CL 10 < ffl9/m3 1 10 5.0
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I
Work Order ID Macon DockerYY
Laboratory ID ' S540784*16
Sample ID Trip Bl..i.nk
Matrix LI Sampled ' 01-27-20D5
Percent Solids Received: 01-28-2005
I RESULTS SUMMARY REPORT
Par.meter -Batch Pn!p Analysis Analyst Result ..,., tmits Df RL ID.
Date Date
I Acetone 8260 1ll0201Cl 02-01-05 02-01-05 RL 10 < ug/1 1 10 5.0
Benzene 8260 1ll0201Cl 02-01-05 02-01-05 RL 1.0 < ug/1 1 LO 0.36
Toluene 8260 1002010 02-01-05 02-01-05 RL 1.0 ' ug/1 1 1.0 O .. S.11
I Xylenes, Total 8160 100201U 02-01-0S 02-01-05 RL 3.0 < ug/1 1 3.0 1.3
Chloroform 8260 1002010. 02-01-0S 02-01-05 RL LO ' ug/1 1 LO 0.37
1, l ·Di ch 1 orocthane 8260 1002010 02-Dl.-05 02--01-05 RL LO < ug/1 1 1.0 0.36
I 1, 1-Di chl oroethene 8260 1ll0201Cl 02-01-05 01-01-05 RL LO < ug/1 1 1.0 0.36
1,2-0ichloroethene (total) 8260 l(X)20la 02-01-os 02-01-0S RL 2.0 ' ug/1 1 2.0 l.l
Methylene chloride
(Dich1oromethane) 8260 100201Cl 02-01-05 02-01-05 RL 2.0 < ug/1 1 2.0 Q.64
I l, l, 1-Tri chloroethane 8260 100201(1 02-01-05 02-01-05 RL 1.0 < ug/1 1 1.0 0.32
Tr1chloroethene '260 100201C. 02-01-os OZ-01-05 Rl 1.0 < ug/1 I 1.0 0.37
Tetrachloroethme 8260 1ll0201Cl 02-01-05 02--01-os RL 1.0 ' ug/1 1 LO 0.35
Vinyl chloride 8260 1002010 02-01-05 02-01-05 RL LO < ug/1 l 1.0 O.S6
I Surrogate -Toluene-dB ,. SZ60 lDOZOlO 02-01-05 OZ-01-05 RL 96 • 1
Surrogate -
4-BronoF/uorobenzene ~ 8Z60 100201CI 02-0I-0S 02-01-05 RL 94 " 1
I Surr-ogare -
Vibroonnuoro11ethane ~ 82(1{} 1D0201O 02-01-05 02-01-05 RL 106 • 1
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STL Savannah
Client ' Irm.inger Consulting, Inc.
work Oi:der ID Macon Dockeryy
I Laboratory ID S540784•17
Sample ID Method Blank
Matrix LI Sampled :
Percent Solids Received:
I RESULTS SUMMARY REPORT
Parameter -Batch Prep Analysis Analyst Result Qual Uiits OF RI. IIJL
Date Date
I Acetone 8260 )002010. 02-01-05 02-01-05 RL 10 < ug/l 1 10 s.o
Bem;cne 8260 ]002010 02--01-05 02-01--05 RL l.O < ug/1 1 1.0 0.36
Tolu!!:rte: 8260 1002010 02-01-05 02-O1-0S RL LO < ug/1 1 1.0 O.S'1
I Xylenes, Total 8260 1002010 02-01-05 O2-O1-0S RL 3.0 < ug/1 1 3.0 1.3
Oi1arofonn 8260 1002010 02-01-0S 02-01-0S RL 1.0 < ug/1 l 1.0 0.37
1, 1-0i ch l oroethane 8260 lD02010 02-01-05 02-01-05 RL 1.0 < ug/1 l 1.0 0.36
I 1, 1-Dichloroethene 8260 )002010 02-01-05 02-01-05 RL 1.0 < ug/1 1 l 0 0.36
1,2-0ichloroethene (total) 8260 J00201O 02-01-05 02-01-05 RL 2.0 < ug/l 1 2.0 1.1
Methylene chloride
(Di ch lorcmethane) 8260 1002010 02-01-05 02-01-05 RL 2.0 < ug/1 l 2.0 0.64
I 1, 1,1-Tri chloroethane 8260 J002010 02-01--05 02-01--05 RL 1.0 < ug/1 1 1.0 0.32
Trichloroethene 8260 1002010 02-01--05 02-01-05 RL LO < ug/1 1 1.0 0.37
Tetrachloroethene 8260 ]002010 02-01-05 02-01-05 RL 1.0 < ug/1 1 l-0 0.35
Vinyl chloride 8260 1002010 02-01-05 02-01--05 RL 1.0 < ug/1 l 1.0 0.56
I Surrogare -To1uene-d8 r. 8260 10020lCl 02-01-05 02---01---05 RL 96 ~ l ..
Surrogate -
4-Sro;oof1uorobenzene .,. 8260 1002010 02-01-05 02-0HJ5 RL 96 ~ 1
Surrogate -
I Dibronvf1uortimethar,e ,.. 8260 1002010 02-01-05 02-01---05 RL 104 $ 1
Bari ... 6020 0202! 02--02--05 01-oS-05 BB 50 < ug/1 1 50 0.17
Oiromiulil 6020 0202I 02-02--05 02-05-05 BB 10 < ug/l l 10 0.16
I Manganese 6020 02021 02-02-05 02-05-05 BB 5.0 < ug/1 1 s.o 0.10
Lead 6020 02021 02-02-05 02-0S-05 BB 3.0 < ug/1 l 3.0 0.043
Zinc 6020 02021 02-02-05 02--05--05 BB 20 < ug/1 1 20 3.7
Ca<lrnom 6020 0202! 02-02-0S 02-0S-05 BB 0.30 < ug/1 1 0.30 0.13
I Suspended Solids 160.2 0201A 02-01-05 02-01-05 HP 5.0 < •~/1 1 5.0 5.0
Mercury 7470 02025 02--02--05 02-03-05 JL 0.20 < ug/l 1 0.20 0.078
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STL Savannab
Client Irminger Consulting, Inc.
Work Order ID Macon Dockeryy
I Laboratory ID ' S54078-4""33
Sample ID Method Blank
Matrix AI Sampled ' Percent Solids Received:
I RESULTS SUMMARY RBPORT
Par.:nctcr Metro! Batch Prep Analysis Analyst: Result Q,Jal Units llF RI. llll
Date Dato
I 011orooethane EPA-18 260128 D1-28-05 01.-28--05 CL z.o < mg/m3 l z.o l.Z
Vinyl chloride EPA-18 280128 01-28-05 01-28--05 CL 2.0 < mg/ml 1 2.0 0.38
Bromomethane EPA-18 2B0128 01-28-0S 01-28-05 CL 2.0 < ll'g/m3 1 2.0 0.72
I O,loroethane EPA-18 2B0128 01-28-05 01-28--05 CL 2.0 < ,w'ml 1 z.o 0.44
Tri ch 1 orofl uonl'I\Q~no EPA-18 2B0U8 01-28-05 01-28-0S CL 2.0 < ,,,;mJ 1 2.0 0.45
l,14lichloroethene EPA-18 2B0128 01-28-05 01-28-05 CL 1.0 < 1111/ml l 1.0 0.18
I carbon disulfide EPA-18 2B0128 01-28-05 01-28-05 CL 1.0 < mg/ml l 1.0 0.90
Methylene chloride
(Di ch 1 oromethane) EPA-18 2B0128 01-28-05 01-28-05 CL 1.0 < n,i/ml l LO 0.46
trans-I, 2-01ch'loroethene EPA-18 2B0128 01-28-0S 01-28-05 CL 1.0 < mg/ml l 1.0 0.1B
I 1,1-0i chloroethane EPA-18 2B0128 01-28-05 01-28-05 CL 1.0 < n,J/ml 1 1.0 0.24
Vinyl acetate EPA-18 2BOU8 01-28-0S 01-28...0S CL 2.0 < n,i/ml 1 2.0 O.S4
2-Butanone (MEK) EPA-18 2B012B 01-28-05 01-28-05 CL 10 < n,i/ml 1 10 5.1
2, 2-Dich1oropropan!! EPA-18 2B0128 01-28-05 01-28-05 CL 1.0 < "'1/ml 1 LO 0.50
I ci s-1, 2-0i ch loroethene EPA-18 2B012B 01-28-05 Ol-2B-05 CL 1.0 < c,g/rnl 1 1.0 O.l5
011oroform EPA-18 2B0128 01-28-05 01-28-05 CL 1.0 < n,J/ml 1 1-0 0.28
Braooch loromethane EPA-18 280128 01-28-05 01-28-05 CL 1.0 < n,i/ml l 1.0 0.28
1, 1,1-Trichloroethane EPA-18 2B0128 01-28-05 01-28-05 CL 1.0 < n,J/ml 1 1.0 0.28 I 1,l-D1Chloropropylene EPA-18 280128 01-28-05 01-26-05 CL 1.0 < mg/m3 1 1.0 0.11
Cart>on tetrachloride EPA-JB 2B0128 01-28-05 Ol-2B-05 CL 1.0 < nrJ/m3 1 1.0 0.29
1,2-Dichloroethane EPA-18 2B0128 01-28-05 01-28-05 CL 1.0 < "'1(ml 1 1.0 0.42
I Benzene EPA-18 2BOU8 01-28-05 01-28-05 CL 1.0 < ,w'ml 1 LO 0.36
Trichloroethene EPA-lB 2B0128 01-28-05 01-23--0S CL 1.0 < mg/ml 1 1.0 0.43
1, 2-Di ch loropro_pane EPA-18 2B0128 01-28-05 01-28-05 CL 1.0 < mg/ml 1 1.0 0.29
Brooodich loro!lleth.vw!: EPA-18 280128 01-28-05 01-28-05 CL 1.0 < n,J/ml 1 1.0 0.30
I Oi bromome.thane EPA.-18 2BOU8 01-28-05 01-28-05 CL 1.0 < mg/ml 1 LO 0.28
trans-1,3-Dichloropropene EPA-18 2B0128 01-28-05 01-2B--05 CL 1.0 < n,i/ml 1 1.0 0.27
Toluene EPA-lB 280126 01-28-05 01·28-05 CL LO < mg/ml 1 1.0 0.47
cis-1,3-0ichloropropene EPA-JB 2B0128 01-26-05 01-28-05 CL 1.0 < mg/ml 1 1.0 0.18 I 1, 1.,2-Trich1or:o1~thane EM-18 280128 01-28-0S 01-28-0S a. LO < mg/m3 l 1.,0 0.4S
1,3-Dichloropropane EPA-18 2B0128 01-28--05 01-28-05 a 1.0 < mg/m3 1 1.0 0 25
Te1=rach"Joroether1e EPA-18 2B0128 01-28-0S 01-28-05 CL 1.0 < nw.lfm3 1 1.0 0.48
I Oi brorooch loromethane EPA-18 2B0128 01-28--05 01-28--05 CL 1.0 < mg/ml l 1.0 0.38
1,2-Dibmnoethane (EDB) EPA-JB 280128 01-28--05 01-28-05 CL 1.0 < ,w'ml 1 1.0 O.JB
Oilorobenzene EPA-1.8 2B0128 01-28-05 01-28-05 CL 1.0 < rrg/m3 1 1.0 0-34
Ethylbenzene EPA-JB 2B012B 01-28-05 01-28-05 CL 1.0 < mg/ml 1 1.0 0.16
I 11\\p-Xylcne EPA-18 2B0128 01-28--05 01-28--05 CL 1.0 < mg/m3 1 1.0 0-30
a-Xylene EPA-18 2B012B 01-28-05 01-2B-05 CL 1.0 < mg/m3 1 1.0 0.36
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STL Savannah
Client Irminger Consulting, Inc.
I
Work Order ID Macon DockerYY
Laboratory ID S540784*33
Sample ID Method Blank
Matrix AI Sampled ' Percent Solids Received:
I RESULTS SUMMARY REPORT
Paraoetcr -Batch Prep Analysis Malyst Result Qual !>lits OF RI. Ill!.
Dato Dato
I Styrene EPA-18 280128 01-28-05 01-28-05 Cl LO < og/013 1 1.0 0.31
Isopropy lbenzene EPA-18 280128 01-28-05 01-28-05 Cl LO < og/013 1 1.0 0.16
13roonform EPA-16 280128 Ol-26-05 01-28-05 CL l.O < """"' l l.O .....
I 1,1, 2, 2-Tetrach 1 oroethane EPA-18 280126 01-28-05 01-28--05 Cl 1.0 < IIQ/013 1 1.0 0.32
n-Propylbenzene EPA-18 280128 01-28--0S 01-28--05 Cl LO < mg/oil 1 1.0 0.19
Brorobenzene EPA-18 280128 01-28-05 01-28-0S CL 1.0 < mg/1113 1 1.0 0.29
I 1,3, S-Trimethylben7.ene EPA-18 280128 01-28--05 01-28--05 Cl 1.0 < IIQ/m3 1 l-0 o.n
2-Chlorotoluene EPA-18 280128 01-28-05 01-28-0S CL 1.0 < mg/m3 1 1.0 0.23
4-0,lorotoluene EPA-18 280128 01-28-05 01-28-05 CL 1.0 < mg/m3 1 1.0 0.29
t-Butylbenzene EPA-18 280128 01-28-05 01-28-05 CL 1.0 < mg/m3 1 1.0 0.32
I l, 2, 4-Trimethylbenzene EPA-18 280128 01-28-05 01-28-0S Cl 1.0 < mg/m3 1 1.0 0.32
s-Butylbenzene EPA-18 200116 01-28-05 01-26-05 Cl 1.0 < mg/m3 l 1.0 0.24
p-Cymene EPA-18 2B0128 01-28-05 01-28-05 Cl 1.0 < "il/m3 1 1-0 0.29
1, 3-Dich1orobenz~ EPA-18 280128 01-28-05 01-28-05 CL 1.0 mg/m3 l LO 0.35
I 1,4-0ich1orobenzB"ie EPA-18 280128 01-28-05 01-28-0S Cl 1.0 < mg/m3 1 1.0 0.37
n-Buty 1 benzene EPA-18 280128 01-28-05 01-28-05 CL 1.0 < "'-1m3 1 1.0 0.48
1,2-Dichlorobenzene EPA-18 280128 01-28-05 Ol-28-05 Cl 1.0 < mg/m3 1 1.0 0.35
I l,2-Dibromo-3-chloropropane EPA-18 280128 01-28-05 01-28-05 Cl 2.0 < mg/m3 1 2.0 0.46
Total Hydrocarbons EPA-1B 2B0128 01-28--0S 01-28-05 Cl 10 < mg/1113 1 10 5.0
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11111511 STL fiii@l§hii
STL Sa.vannah
Client Irminger Consulting, Inc.
I
work Order ID Macon DockerYY
Laboratc,ry ID S540764*19
Sample ID Lab control Standard Result
Matrix LI Sampled t
Percent Solids Received:
I LCS RESULTS SOMMARY REPORT
Parmeter Method S.,t,:h ~ike: Expected lklits Spike,. ---Result Value ReaJvery Limit
I Acetone 8260 100201a DO 100 ug/1 130 32-164
Benzene 8260 100201a 48 50 ug/1 96 69-128
Toluene 6260 1002010. ,. 50 uy/1 96 71-129
I Xy1enes, Total 8260 1002010 150 150 ug/1 100 77-121
Chloroform 8260 1002010 51 so ug/1 102 72-U4
l, 1--0i c:h 1 oroethane 8260 100201a 51 so ug/1 102 41-158
I 1,1-0ichloroethene 8260 100201a SJ so ug/1 106 53-144
1,2-Dichloroethene (total) 8260 100201a 100 100 ug/1 100 ◄8-148
Methy1ene chloride
(Dichlorcnethane) 8260 100201CT 52 50 ug/1 104 63-Dl
I 1,1,1-Trichloroethane 8260 100201D. 47 50 ug/1 94 68-DS
Trichloroethene 8260 1002010 50 so ug/1 100 70-U3
Tetrachloroethene 8260 100201D. 53 so uy/1 106 n.-129
Vinyl chloride 8260 1002010 £-0 so ug/1 120 50-142
I Surrogate -Toluene-d8 * 8260 100201a 46 50 ug/1 92 74-122
Surrog.ate -
4-Bronnfluorobenzene • 8260 1002010 49 so ug/1 98 70-119
I Surrogate -
Oibrornofluoromethane • 8260 100201a 52 so ug/1 104 68-129
Barium 6020 0202I 174 200 ug/1 87 75-125
Olron:ium 6020 02021 180 200 ug/1 90 75-125
I Manganese 6020 02021 420 500 ug/1 84 75-125
Lead 6020 02021 45.7 50.0 ug/1 91 75-125
Zinc 6020 0202I 188 200 ug/1 94 75-125
Cochium 6020 02021 4S:..4 50.0 ug/1 91 7S-U5,
I Suspended Solids 160.2 0201A 95 O 100 mg/1 95 80-120
Mercury 7470 02025 2. 47 2.50 ug/1 99 80-120
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111111"1 STL Mtii§N@
STL Savannah
Client Irminger Consulting, Inc.
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Work Order ID Macon oockeryy
Laboratory ID S54078-4•20
sample m Lab Control Standard Duplicate Result
Matrix LI Sampled ' Percent Solids Received:
I LCS RESULTS SUMMARY RBPORT
ParmctE<" -Batch Spike Expected tmits Spike. Accuracy
Result Value Recov..-y limit
I Acetone 8260 100201U 150 100 ug/l 150 32-164
Benzene 8260 l00201Q 48 50 ug/1 96 69-128
Toluene 8260 100201Cl 50 50 ug/1 100 71-129
I Xylenes, Total 8260 !00201Q 160 !SO ug/1 107 77-121
O,lorofonn 8260 l00201Q 53 50 ug/l 106 72-U4
1,1-0ichloruethane 8260 l00201U 53 50 ug/l 106 41-158
I 1,1-Dichlornethene 8260 !00201Q 54 50 UQ/1 108 SJ-144
1,2-Dichloroethene (total) 8260 l00201Q 11D 100 ug/l no 48-148
Methylene d1lor ide
(Dichlormethane) 8260 l00201Q 52 50 ug/1 104 63-133
I 1,1,1-Trichloroethane 8260 l00201Q 48 50 ug/l 96 68-135
Trlchloroethene 8260 1002010 51 50 ug/1 102 70-123
Tetrach loroethene 8260 1002010 56 50 ug/l 112 71-129
Vinyl chloride 8260 1002010 64 so ug/l 128 S0-142
I Surrogate -Toluel'V!-d8" 8260 1002010 48 50 ug/1 96 74-122
Surrogate -
4-Bromofluorobenzene "' 8260 1002010 51 so ug/l 102 70-119
I Surrogate -
Dibrarofluorcmethane "' 8260 l00201Q 54 so ug/1 108 68-129
Bari urn 6020 02021 179 200 ug/1 90 75-125
Chromium 6020 02021 ,., 200 ug/1 92 75-l.2S
I Manganese 6020 02021 426 500 ug/1 85 75-125
Lead 6020 0202I '46.4 so.o ug/1 93 75-125
Zinc 6020 02021 189 200 ug/l 95 75-125
Cathi um 6020 02021 45.6 so.o uo/1 91 75-125
I Suspl!nded Solids 160.2 0201A 97.0 100 <!llfl 97 80-120
Mercury 7470 0202S 2.42 2.SO ug/1 97 80-120
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Client
Work Order ID
Laboratocy ID
Sa.mp1e ID
Matrix
Percell.t Solids
Parameter
1, 1-0ich loroethene
Benlene
Tr1chloroethene
To1uene
Oilorobenz:ene
IrmiDger Connulting, Inc.
Macon DockerYY
S5407B4*35
Lab Control Standard Result
AI Srunpled :
Received:
LCS RESULTS SUMMARY REPORT -Batch Spike Expectal Iii its
Result Value
EPA-18 2B0128 17 15 .-g/m3
EPA-16 280128 17 15 .-g/m3
E.PA-18 250128 18 15 .-g/ml
EPA-18 2B0128 17 15 mg/m3
EPA-18 280128 17 15 mg/m3
Page 27 of 29
It■ STL
STL Sava.nnah
Spike% Accur.lcy
""""""'Y Limit
113 60-140
113 60-140
120 fi0-140
113 60-140
ll3 60-140
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Client
Work Orde·r ID
Laboratory ID
Sample ID
Matrix
Percent Solids
··-
l, 1-Di ch loroethene
Benzene
Tr1chloroethene
Toluene
Otlorobenzene
Irminger Consulting, Inc.
Macon Dockeryy
SS40784•36
Lab Control Standard Duplicate Result
Al Sampled
Received:
LCS RESULTS SUMMARY REPORT -Batch Spike E,pccb,d units
Result Value
EPA-IB 280128 16 LI mg/n\3
EPA-18 280128 17 LI mg/n\3
EPA-l.B 250128 17 15 mg/ml
EPA-18 280128 16 15 mg/m3
EPA-18 280128 17 15 mg/m3
Page 28 of 29
DISTL
STL Savannah
Spike' Acxuraq
Recovery Limit
107 60-140
w 60-140
ill 50-140
107 60-140
ill 60-140
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l'IIIIN STL I Mitii§h@
STL Savannah
Client Irm.inger Consulting, Inc.
Work Order lll Macon Dockeryy
I Laboratory ID S540784*26
Sample ID Matrix Spike Result (MW-13)
Matrix LI Sampled :
Percent Solids Received:
I MS/MSD RESULTS SUMMARY REPORT
Paranerer -Batch Parent Spike Expecb!d Unit.9 Spike " 5p;ke % Accuracy Precision
Re.suit Result Value Rea>very Rl'!l Llmtt Limit
I Benzene 8260 1002010 <LO so 50 Ug/1 100 5.B 69-12B 30
8260 1002010 <l.O 53 so ug/1 106
Toluene 6260 1002010 <1.0 53 50 ug/1 106 3.7 71-129 30
I 6260 100201a <l. o 55 so ug/1 llll
1,1-DichloroethenE 8260 100201G <l.O 61 50 ug/1 122 1.6 53-144 30
8260 1002010 <LO 62 50 ug/1 124
I T rl ch 1 oroethene 8260 100201G <l.O 54 50 uo/1 108 3.6 70-123 30
8260 100101G <l.O 56 50 ug/1 ll2
Surrogate -Toluene-d8 ~ 8260 1002010 96 % so 50 ug/1 100 7-4-112
8260 1002010 96 " 52 50 ug/1 104
I Surrogate -
4-Br001Jfiuorobenzene ~ 6260 1002010. 96 % S4 50 ug(l 108 70-lJ.9
8260 100201a 96 % 56 50 ug/l ll2
Su,rogate -
I Dibrorrnfluoromethane • 8260 100201a 108 % 58 50 ug/1 116 68-129
8260 1002010 108 % 59 so ug/1 118
Barium 6020 02021 210 399 200 ug/1 95 40 75-125 20
6020 02021 210 600 200 ug/1 1.96 I Manganese 6020 02021 210 656 500 ug/1 90 35 75-125 20
6020 02021 210 938 500 ug/1 146
dlrom1\Jlll !5020 0202! <10 191 200 ugf) •• 14 ?S-12.5 20
I 6020 02021 <lO 221 200 ug/1 109
Zinc 6020 02021 28 221 200 ug/1 97 25 75-U5 20
6020 02021 28 26'1 200 ug/1 128
Lead 6020 02021 <l.O 49.4 50.0 ug/1 94 21 75-125 20
I 6020 02021 <l.O 61.0 50.0 ug/1 117
Mercury 7470 0?.05S <(). 20 1.18 LOO ug/1 100 1.7 80-120 20
7470 0205S <0.20 1.16 1.00 ug(l 98
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STL SAVANNAH -STL Log# S540784
B
E
N
s u
<
w
•
B
D
*F33
E
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p
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<
•f53
*F54
*F36
Xl
X
y
*F61
*F65
•F?J
•Fsz
Data Qualifiers
Inorganic Data
The reported result is an estimated concentration that is less than the PQL, but greater than or
equal lo lhe MDL.
The reported value is an estimated because of the presence of matrix interference.
The matrix spike recovery is not within control limits. See case narrative.
The result was determined by Method of Standard Adclition (MSA).
Tbe compound was analyzed for, but was not detected at or above the :MDL/PQL.
The compound was analyzed for, but was not detected at or above the PQL
The posHligestion spike for furnace AA analysis was out of control limits, while sample
absorbance was less than 50% of spike absorbance.
Duplicate analysis is not within control limits .
Organic Data
The analyte was found in the associated method blank
TI1e repoited result is from a secondary dilution
Control limits are established only for surrogate concentration levels specified by EPA methods.
Because the samp]e was diluted prior to analysis, surrogate recoveries are not reported.
The reported result exceeded the calibration range of the instrument.
The reporled result is an estimated concentration that is less than the PQL, but greater than or
equal to the MDL
The GC or HP[ C confirmation criteria was exceeded. The re]ative percent difference is greater
than 40% between the two GC columns or HPLC detectors
The compound was analyzed for, but was not detected at or above the MDL/PQl.
The compound was analyzed for but was not detected at or above the PQL-.
Because surrogate recoveries were outside established limits the sample was re~extracted and/or
reanalyzed. Comparable results were obtained.
Because surrogate recoveries were outside established limits, the sample was re-extracted and/or
reanalyzed. Both sets of data are provided
Surrogate recovery was outside of established limits due to a coeluting matrix interference present
in the sample.
Internal standards recovered ouLc;;ide of advisory limits.
Swrogate recovery was outside of advisory limits.
Spike recovery was outside of advisory limits.
Universal
The recoveries of the matrix spikes are out,;;idc advisory 1imil'i due lo the abundance of the target
analyte in the sample.
Elevated detection limits were reported due to sample matrix interference which required sample
or extract dilution.
Matrix spike recoveries were outside advisory limits due to matrix interference present in the
sample.
Insufficient sample volume was available to pcrfonn batch specific matrix spikes
The analytical results for the above referenced STL Log# have beon reported to the reporting limit (RI.).
The test results in this report meet all NELAP requirements for parameters for which accreditation is
required or available. Any exceptions to NElAP requirements are noted in this report. Pursuant to NELAP,
this rep-or1 may not be reproduced, except in full~ without the written approval of the laboratory.
I STL
I COOLER RECEIPT AND INSPECTION FORM
Los Numbm: S5'<./CJ7/3 I/
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Number of Coolcni Received: -~--
Received By: ___ ')~J_,_--f~--
Project Manager;~~------
Courier: /4 EX
I/
__ Client
Date: I /2ca/ct;·
J • / •
ClieDt /rm m f A Co11.~·.
__ Other
I Cooler Tempemture(s) UpoD Receipt _____ _., .. 5~"-'-• ..,(,.C=-· __
YES NO*
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Is cooler temperature .9i°C, with no frozen samples? ✓ ./
NOTE: It >6•c anMor samples are ftozen • .t\ND multiple coolers are received.. llst an
sarnnles associated with out-of~temp cooler(s). ' Circle One: Did the samples arri~e ice. no ice, or other? ,Wfst11"f !iii -li~~~i:. ~ If other. then list ~.,,,c,. .. ;$~~:(.. "';_"'•'•~·
Are custody seals intact, if used? ./1.J I& , If no seals .are used. then write NA in <mace nrovided:
Dfd samples nriive in good condition with no breakage? •· ✓ ' I Circ1e One: Type of pocking used is: vermiculi~jr otbCr. •:f'.l~.~~.-~ .. f~~:.i::--i:t ~rnlt ti_~~.~~~~? w~:-~ Ii other then list ~~~ JJ:.~;~l !.t>5~-a"
Is there a COC? 1,/'fi
I Circle One: Is the COC h-Al'T'I". ,C::avannab COC"-of a client COC? ~-:i;1< -"'~'·'~ ,. "U ·1,;,~~:<i."-<"=' ~tt?.%~i¥J}~~:tJ!f~ J••· •.•• ,... . -~-· ... .!!!.::-c ,. ,,1
Is the COC filled om complelely7 ' ,·; ;/
Is the COC fi~ed out in iDk and signed? !· / I Are all sample cootainera labeled? ../
Are all sample labels legible? , v ... .. --·-
I ·:A:,re·nlJ samples listed on COC ihCluded in cl,)Oier? ·-. -/ -,.
Aie alJ samples included in coo1et listed on COC? / V /
Do sample IDs on containeis match sample IDs on COC? ,. -I Do containers contain sufficient volumes?
i-A.U box~ checked 'NO' reqmre PM notlfu:ation and compkiion ofnexi 2 sedions.
I CUSTODY STAFF;
Describe all onomnlous receipt situations in detail (nttnch additional slieets if necessary): _____________ _
I
I PM STAFF:
Client Contacted: YES_NO
I
Conmct ________ ~ Date:~--------
Reso]ulion:_-A-----c~tt--~----/1---,,---------------------
I FCU046:07.21.04:l
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--
PROJECT REFERENCE
SM\PLE
OATE TIME
--Z7-05
REL'ltf'f', HED BY: ISGNAJ!/1')
l------••' t::>~1 / _,A../ ... _....._[_,...
RECEM:D BY: ISIGNATUREl
-----
ANALYSIS REQUEST AND CHAIN OF CUSTODY RECORD
STL
MATRIX
"TYPE
---- --Serial Number 5 318 7
0 STL Savannah
5102 LaRoche Averue
Savannah, GA 31404
0 Alternate laboratory Name,'locat1on
REQllRED ANALYSIS
Website: www.sU-inc.com
Phone: [phone]
fax: [phone]
Phone:
Fax:
PAGE
--
Of
SAMPLE IDENTIFICATION NUMBER DF CONTAINERS SUBMITTED REMARKS
UL S,Ack
DATE . T!ME ..., RELINQUISHED BY: tSIC'MWREl {-z:-rh f1:)o DATE TIME RELINQUISHED BY: !S!Gf{ATURE'.l
DATE TIME RECEIVED BY: tSIGNATURf:! DATE TIME RECEIVED BY: (S1GtJA1UAn
lABORATORY USE ONLY
DATE.· . TIME .. CUSTODYINTACT.
YES 0
CUSTODY STl SAVANNAH lABORATORY REMARKS
SEAL NO, LOG NO.
NO 0 9-018
DATE TIME
D.A.TE TIME
S1LB2<0--fu'!G !12/021
-
-------------------Serial N·umber 5 318 6
ANALYSIS REQUEST AND CHAIN OF CUSTODY RECORD ~ STl Savannah Website: www.st~inc.com
Pl'<Jne: [phone]
Fax: (9!21352-0165 STL
PROJECT R£FERENGE PROJECT NO. PROJECT LOCATION MATRIX
000'-\-00\ !STATE) TYPE
Sll ILABI PROJECT MANAGER P.O. NUMBER CONTRACT NO. "' ~
C'f JIF73l ~ o c( '( cyJtf-;fi51 •~ 1}
'=
-1..7-o"i i I: 15" 0rv1,_5,4 -I JJ
I -Z7-o-, I ) : l---\ o u rn_s.Fj -£. F 1::::
I/
1-27-o.,-IZ. · 16 U /Y\ -I A) I/
,j
5102 LaRoche Avenue
Savannah, GA 31404
0 Alternate Laboratory Name;tocation
REQUIRED ANALYSIS
!UMBER OF CONTAINERS SUBMITTED
2-I I .., i I I -.)
I ?... t I t
I L. ,· \ i I
I 2... I I I
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3 l .:s I (
3 l I
Pl'<Jne:
Fax:
DATE
(--Z?-oi"
)1ME ,. REL NQUISHE.D BY: {SiGNJ\TIJ!(I ,q\f() DATE TIME RELINQUISHED BY: !SIGNA.tl.lltt)
RECE"IV£0 BY: 1S1GrtAlUREJ OATE TIME
RECEIVED FOR LABDRATOllY_BY:_ . ·. DATE _TIME
RECEIVED BY: JSlGNATUR.El DATE
CUSTODY INTACT .
YES 0
NO 0
LABORATORY USE ONLY
CUSTODY STL SAVANNAH
SEAL NO. LOG NO.
TIME RECEIVED BY: !SIGNATURE!
LABORATORY REMARKS
PAGE Of
STANDARD REPORT
DELIVERY -~
DATE DUE ___ _
EXPEDITED REPORT
DELIVERY 0 ISURCH"1lGEI
DATE DUE
NUMBER OF COOLERS SUB~UTTED
PE"R SHIPMENT:
REMARKS
O,,,TE TIME
DATE \!ME
S1L8240-6BD 112/0ZJ
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I APPENDIX B
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UNITED STATES ENVIRONMENTAL PROTECTION-AGENCY
REGION 4
4WD
Ms. Jill C. Lemacks
Project Geologist
Applied Earth Sciences, Inc
434 Copperfield Blvd, NE
Suite B
Concord, NC 28025
ATLANTA FEDERAi CENTER
61 FORSYTH STREET
ATLANTA. GEORGIA 30303·6960
· November 17, 2003
SUBJ: Macon/Dockery NPL Site I Cordova, NC
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Dear Ms. Lemacks:
The US EPA, along with the NC DENR, has reviewed the July 15, 2003 letter in
which a request for modification to the analytical requirements of the remedial action
was made. The request was for the elimination of certain parameters in ten (10) of the
wells currently in the monitoring network.
The following requests have been granted: the request for elimination ot the
purgeble·aromatics in wells MW-11, MW-13, MW-16, MW-21, MW-23, MW-24, and
MW-25; the request for elimination of the metals cadmium and lead in wells MW-2A.
MW-19, MW-21, MW-23 and MW-24: and the requesi for elimination of cadmium in
wells MW-13 and MW-22. However, the analysis of lead in MW-13 and MW-22 and the
analysis of purgeable halocarbons in Wells MW-24 and MW-25 must be continued and
therefore, the request for elimination of these parameters is denied for these wells.
If you have any questions, or would like to discuss this matter further, please
give me a call at 404-562-8824.
cc: David Mattison, NC DENR
Sin
iezelle S. Bennett
emedial Project Manager
Internet Address (URL)• http://www.epa.gov
R•cyetedlAecyclabl•. Pl'ln!ed with V•tab'& nn Rasad Inks f'll'I A.eyd9d Papef (Minimum 30°/4 Pos1consumer)
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UNITED STATES ENVIRONMENTAL PROTECTION AGENCY
REGION 4
4WD-SASEB
Mr. Jimmy Gamertsfelder
Applied Earth Sciences
434 Copperfield Blvd
Suite B
A Tl.ANT A FEDERAL CENTER
61 FORSYTH STREET
ATLANTA, GEORGIA 30303·6960
March 16, 2004
Concord, North Carolina 28025
SUBJ: Macon/Dockery NPL Site
Cordova, North Carolina
Dear Mr. Gamertsfelder:
In response to a February 11, 2004 letter from Applied Earth Sciences, the
request for suspension of the Lower Dockery groundwater remediation system at the
above referenced site is approved.
However, the Superfund Section of the NC DENA has the following requirement:
"Quarterly sampling of groundwater monitoring wells MW-16 and MW-24 shall continue
until the Macon Dockery Site Group (MDSG) can demonstrate that the specified
cleanup goals for all constituents of concern have been maintained for four consecutive
quarterly groundwater sampling events. It the MDSG cannot make this demonstration
to the salisfaction of the NC DENA or the United States Environmental Protection
Ayency (US EPA), the MDSG shall evaluate additional groundwater treatment options
in order to meet the specified cleanup goals. It is recognized that inorganics have
historically been detected above the performance standards at groundwater monitoring
wells MW-16 and MW-24. It is further recognized that these inorganic constituents are
likely due to natural background conditions as shown on the North Carolina Geologic
Survey (NCGS) maps included as Appendix B and Appendix C of the Lower Dockery
Groundwater Remediation System Suspension Request. It is suggested that the
MDSG use alternative groundwater sample collection techniques, such as low flow
sampling, in order to minimize the turbidity of the groundwater samples. By minimizing
the interference from turbidity and suspended solids, it is likely that exceedances of
inorganics will be reduced, if not eliminated entirely."
Internet Add1"Ras (UAL)• http://www.epa,go11
"'·····•-......... ..-.. ,_ .o-. • .1, __ ,,_.._, .. w... "" a ... ,4 • ....,., ..... a.........t p.,_ ,1Mrvrni1n1 ~11% P<istconsum11n
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If you have any questions, please give me a call at 404-562-8824.
Sincerely,
0xG. I SBe(/j:&I , e . nnett
Remedial Project Manager
cc: David Mattison, NC DENA
Ken Gulledge, Crown, Cork & Seal
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March 23, 20()4
Ms. Giezelle Bennett
Remedial Project Manager
~~\).t-D s.11>~
~.~.1' .·.· . .
◊ JI ~J\rcr.s;:
United States Environmental Protection Agency
Region 4
61 Forsyth Street, SW
Atlanta, Georgia 30303-3 l 04
Re: Macon/Dockery Site -Cordova, North Carolina
Acknowled!!ement of Lower Dockery Suspension Approval
Dear Ms. Bennett:
In a letter from the Environmental Protection Agency (EPA) dated March 16,
2004, the Macoru'Dockery Site Group (M DSG) was granted pennission to suspend the
operation of the Lower Dockery groundwater remediation system at the ahove mentioned
site. The suspension request was approved on the condition that groundwater monitoring
wells MW-16 and MW-24 will be sampled on a quarterly basis until the MDSG can
demonstrate that the cleanup goals for all constituents of concern have been maintained
for four consecutive quarterly sampling events.
The MDSG intends to initiate the sampling of groundwater monitoring wells
MW-16 and MW-24 on a quarterly basis starting in April, 2004. The groundwater
samples will be obtained using low flow sampling techniques and field filtration with the
intention of minimizing turbidity. Groundwater samples collected from monitoring wells
MW-16 and MW-24 will be analyzed for volatile organic compounds by EPA methods
80 ! 0/8020, total Chromium. Manganese, Cadmium, and Lead, by EPA method 60 I 0, and
total suspended sedimen! by EPA method 160.2.
It is our understanding that if the analytical results demonstrate that
concentrations of the analyzed parameters remain helow the perfonnance standards for
the four quarterly events, then the MDSG may request system closure {including
equipment removal and well plugging) from the EPA.
434 CoppE':-rteld Blvd. ~.E .. Suife 8 • Conccrd, North Cmollno 28025 • Tel: (70◄) 795-707.5 • fox: '.704') }95,7076
w ww .11p p I ii? d+:n rt h. com
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The MDSG appreciates the EP.·\ • s consideration of the documented request.
Should you have any questions regarding these re4uests, please do not hesitate to contact
us at [phone]
Sincerely,
APPLIEJJ EARTH SCIENCES, INC. -: .
J~es S. Gtnncrtsfelder
Project Geologist
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.i . 1/ t::~-,.,_ __
Ir
Thomas W. Witner, P.G.
Senior Geologist
Cc: Macon/Dockery Site Group Memhers
Mike Profit, CDM Federal Programs
David Mattison, NC Superfund Section