NCD980840409_20060923_Charles Macon Lagoon Drum_FRBCERCLA RA_Quarterly Progress and O & M Report May - July 2006-OCR

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Macon/Dockery Site
Richmond County, North Carolina
Reply to: Technical Committee
c/o Ken Gulledge
Crown, Cork & Seal Company, Inc.
P.O. Bo., 887
Cheraw, SC 29520
Phone: [phone]
Fax: [phone]
::":,7:,:,'.3;2:""' ~ ( ~:~. -_ •: ;';:/7 ~
Remedial Project Manager _
United States Environmental Protection Agency, Region IV SUPERFLJlHD! SEc1·10N
61 Forsyth Street, S.W. U
Atlanta, Georgia 30303-3104
Re: Progress and O&M Report of Semi-Annual and Quarterly Activities-May I, 2006 through
July 31. 2006
Macon/Dockery Site -Cordova, North Carolina
IC Project Number 0004-00 I
Dear Ms. Bennett:
On behalf of the Macon/Dockery Site Group (MDSG), lnninger Consulting, Inc. (IC) is
submitting this Progress and O&M Report of Quarterly Activities for May I, 2006 through July 31,
2006 in accordance with SECTION XV -PROGRESS REPORTS of the Unilateral Administrative
Order ( effective date -June 30, 1992) for the Macon/Dockery Site. Additionally, the report includes
the provisions included in the recommendations section of the United States Environmental
Protection Agency (USEPA)-Region IV Five Year Review Report dated September 2000. This
report describes activities, which occurred during the period May I, 2006 through July 31, 2006 as
part of the Remedial Action phase of this project. Specifically, this report describes the operational
status of the groundwater remediation systems and the analytical results of: system influent and
effluent samples; offgas stack air samples; a property line air sample; and monitoring well water
samples collected for the period.
PROJECT TASKS INITIATED OR COMPLETED THROUGH JULY 31, 2006:
•
•
•
•
Weekly operation and maintenance of the systems;
Groundwater sample and analysis of designated monitoring wells;
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:
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Ms. Giezel le 13ennett
September 23, 2006
Page No. 2
Tables I through 4 summarize the effluent analytical results for the four groundwater
remediation systems. Influent water samples were collected from the remediation systems on
August 2, 2006. The analytical results of the influent water samples arc summarized on Tables 5
through 8. Groundwater samples were collected from the designated monitoring wells in July 2006.
The analytical results of the groundwater samples arc summarized on Table 9. Air samples were
collected from the exhaust stacks of the remediation systems and from the eastern property line. The
results of the air sample analyses arc summarized on Table I 0. Mass removal estimates were
calculated based on total volatile influent concentration and the total flow recorded for the period at
each remediation system. A summary of the mass removal estimate is provided on Table 11.
Depth to water measurements were recorded from the designated monitoring wells on August 2,
2006. A summary of the depth to water measurements and calculated water table elevations arc
summarized in Table 12.
The following table summarizes the remedial systems pcrfonnance for the period May I,
2006 through July 31, 2006:
Remediation Total Gallons Average Flow Mass VOC Total VOC Percent
System Removed For Rate For Removal For Removal Since Operatiom1I
Location Period Period Period Start-Up For Period
Upper/Lower 2,041,180 15.58 GPM 0.67 pounds 19.80 pounds 70%/ 100%
Macon Gallons
Lower 0 Gallons 0GPM 0.0 pounds 12. 98 pounds System
Dockery Suspended*
Upper 856,310 Gallons, 6.53 GPM J.-;{'4-pounds , ~ounds 100%
Dockery 1.13 "l2 ,,q
Upper Macon 479,065 Gallons· 3.66 GPM 0.45 pounds· 5J-;93pounds 100%
Source Area
GPM -Gallons per mmutc VOC -Volatile Organic Compounds
TASKS PLANNED FOR PERIOD AUGUST I. 2006 THROUGH OCTOBER 31. 2006:
• Weekly O&M of systems; and,
• Quarterly sampling of groundwater remediation system effluent in October 2006.
OPERATIONAL DIFFICULTIES AND DELAYS:
• May 1, 2006 -May 13, 2006 -The Upper Macon system was down due to a leaking
recirculation pipe. Approximately 15 linear feet of large diameter pipe was replaced and the
system restarted nonnally on May 13, 2006.
• June 3, 2006 -June 17, 2006 -The Upper Macon system was turned off because of a leaking
recirculation pump. The pump was removed and delivered to an authorized pump service center
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Ms. Giczcl le 13cnncll
September 23, 2006
Page No. 3
for diagnosis and repair. The pump seals were replaced and the pump re-installed on June 17, 2006. The system was rcstancd on June 17, 2006.
The M DSG appreciates the USEPA 's cooperation with this project. If you have any questions or comments, please feel free to contact us at [phone].
Sincerely,
K:H CO U'-TJNG, /NC.
Steven E. Ir mgcr, P.E.
Project Manager
cc: Macon/Dockery Site Group Members
David Mattison, NC Supcrfund Section
, •
- - - ---
Ll-Uichlorn-1.1-Dichloro-
Sample Date ethane ethenc
Location (ug/L) (ug/L)
UD Effiuent 5/J/1996 <1.0 <1.0
6/511996 <1.0 <1.0
7/1/19% <1.0 <1.0
811/1996 <1.0 <1.0
9/4/1996 <1.0 <LO
[()f[/1996 <1.0 <LO
11/7/1996 <1.0 <LO
12/5/1996 <1.0 1.5
1/611997 <1.0 <1.0
2/5/1997 <1.0 <1.0
3/12/J 997 <1.0 <1.0
41811997 <1.0 <1.0
5/14/1997 <1.0 <1.0
6/611997 <1.0 <1.0
7n/1997 <1.0 <1.0
817/1997 <1.0 <1.0
9/5/1997 <1.0 <1.0
101211997 <1.0 <1.0
11/1311997 <1.0 <1.0
1215/1997 <1.0 <1.0
\/9/1998 <1.0 <1.0
215/1998 <1.0 <1.0
3/5/1998 <1.0 <1.0
413/1998 <1.0 <1.0
517/1998 <1.0 <1.0
615/1998 <1.0 25
7/9/1998 <1.0 <1.0
817/1998 <1.0 <1.0
9/10/1998 <1.0 <1.0
10'2/1998 <1.0 <1.0
11/4/1998 <1.0 <1.0
12/1/1998 <1.0 <1.0
1/11/1999 <1.0 <1.0
211111999 <1.0 <1.0
31511999 <1.0 <1.0
41811999 <1.0 <1.0
5/12/1999 <1.0 <1.0
6.110/1999 <1.0 <1.0
7/8/1999 <1.0 <1.0
8/5/1999 <1.0 <1.0
9/9/1999 <1.0 <1.0
1011411999 <LO <1.0
11/3/1999 <].0 <1.0
12/3/1999 <].0 <1.0
RPS 3500
RPS: Remediation Performance Standard
- -
Cis,rcran,-1.2-Tetra-
Dichloroethcrie chloroethene
(ug/LJ (ug/L)
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<LO <1.0
<1.0 <LO
<1.0 <LO
<1.0 <LO
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<l.O <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <LO
<1.0 <LO
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<LO <1.0
<1.0 <1.0
<LO <LO
<1.0 <LO
<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
<1.0 <1.0
<l.O <1.0
<1.0 <1.0
<1.0 <1.0
70
- -- -
TABLE 1 (Page 1 of 2)
EFFLUENT Analytical Results
UPPER DOCKERY
Macon Dockery Site
Richmond County, North Carolina
1.1.1-Trichloro-Trichloro-
""'"' ethlene Toluene Total Xylenes
(ug1L) (mz/L) (uglL) (mu'LJ
<LO <1.0 <1.0 <3.0
<LO <1.0 3.9 <3.0
<1.0 <1.0 <LO <J.O
<l.0 <1.0 <LO <3.0
<1.0 <1.0 <LO <J.O
<1.0 <1.0 <1.0 <3.0
<1.0 <1.0 <LO <3.0
<1.0 <\.O <LO <3.0
<1.0 <\.O <1.0 <3.0
<1.0 <1.0 <].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 <LO <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
<LO <1.0 <1.0 <3.0
<1.0 <1.0 <1.0 <3.0
<).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
5.5 <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 <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
<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 <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 <J.O
200 2.8 1000 400
- -
l!!!!!!!!!!I !!!!!!I I!!!!!
Su,pended
Acetone Chromium Barium Mangane,;e Zinc Lead Solids
{U!!:/Ll (ug/L) (ug1L) (u!!IL) (ugiL) (ug/L) (m!UL)
52 <10 <50 <5.0 <20 <3.0 <5.0
<10 <IO <50 <5.t) <20 <3.0 <5.0
<10 <10 <50 <5.0 <20 <3.0 <5.0
20 14 51 7 <20 <3.0 8
<10 <IO 55 <5.0 <20 <3.0 <5.0
<10 <10 <50 5.9 <20 <3.0 <5.0
<10 15 59 <5.0 <20 <3.0 <5.0
<10 12 54 5.1 <20 <3.0 <5.0
,10 I J 54 <5.0 <20 <3.0 <5.0
,10 15 61 5.9 <20 <3.0 <5.0
<10 <10 (f) <5.0 <20 <3.0 <5.0
<10 <10 63 <5.0 <20 <3.0 <5.0
,10 <10 "' 7.2 <20 <3.0 <5.0
,10 <10 52 <5.0 <20 <3.0 <5.0
<10 <10 55 <5.0 <20 <3.0 <5.0
<10 <10 <50 <5.0 <20 <3.0 <5.0
<10 <IO I 10 5.2 <20 <3.0 <5.0
,10 <10 50.1 <5.0 <20 <3.0 <5.0
<10 12.1 67.9 18.6 24.8 <3.0 <5.0
<10 <10 <50 <5.0 <20 <3.0 <5.0
<10 11 <50 <5.0 <20 <3.0 <5.0
<10 <10 <50 <5.0 <20 <3.0 <5.0
<10 <10 <200 <15 <20 <3.0 <5.0
<10 <10 <200 5.2 <20 <3.0 <5.0
<10 10 <50 <5.0 <20 <3.0 <5.0
<10 <10 57 <5.0 <20 <3.0 <5.0
<10 <10 51 <5.0 <20 <3.0 <5.0
<10 13 53 <5.0 <20 <3.0 <5.0
<10 11 58 <5.0 <20 <3.0 <5.0
<25 <10 54 <10 <20 <3.0 <5.0
<10 11 63 6J <20 <3.0 12
<25 14 63 40 <20 <3.0 <5.0
<10 II 55 <5.0 <20 <3.0 <5.0
<10 15 73 23 <20 <3.0 <5.0
<25 11 " <5.0 <20 <3.0 <5.0
<10 11 54 <5.0 <20 <3.0 <5.0
<10 12 57 <5.0 <20 <3.0 <5.0
<10 1J 66 <5.0 <20 <3.0 <5.0
<10 10 M <5.0 <20 <3.0 <5.0
<10 14 (~ <5.0 <20 5.2 <5.0
<1.0 14 61 <5.0 <20 <3.0 <5.0
<10 14 <,lJ <5.0 <20 <3.0 <5.0
<10 13 58 <5.0 <20 <3.0 <5.0
<10 13 (4 <5.0 <20 <3.0 <5.0
3500 50 ](()O 50 500() 15
- - - ---
1.1-Dichkrn-I, 1-Dichloro-
Sample Date ethane ethene
Locatitln (ul!IL) (lUl:/L)
UD Effluent 3N/2(X)() <LO 2.1
4/7/2000 <1.0 <1.0
5/9/2000 <1.0 <LO
619/2000 <1.0 <1.0
7/1/2000 <1.0 <1.0
8/3/2000 <1.0 <1.0
9/2512000 <1.0 <1.0
10.11212000 <1.0 <1.0
1/18/2001 <1.0 <1.0
5/3/2001 <1.0 <1.0
7/11/2001 <1.0 <1.0
JOIJ812001 <LO <1.0
1/16/2002 <LO <1.0
7/31/2002 <1.0 <1.0
)013012002 <LO <1.0
1/2812003 NOT
J/1412003 NOT
4/312003 <1.0 <LO
7/1012003 <1.0 <1.0
1013012003 <1.0 <1.0
1/1312004 <1.0 <1.0
41512004 <1.0 <1.0
6/28/2004 <1.0 <1.0
10'21/2004 <LO <1.0
]/2712005 <1.0 <1.0
5/4/2005 <1.0 <1.0
8/2512005 <1.0 <1.0
I QIJ0.12005 <1.0 <1.0
1/28/2006 <LO <1.0
4130'2006 <1.0 <1.0
8/2/2006 <1.0 <1.0
RPS 3500 7
RPS: ltemc,liation Performance Standard
- -
Cisltrnns-1.2-Tetra-
Dichlorocthcnc ehloroethenc
(u;(/L) (u.!:IL)
<I.fl <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<I.fl <1.0
<LO <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<LO <LO
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
SAMPLED SYSTEM
SAMPLED SYSTEM
<1.0 <1.0
<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 <LO
<1.0 <1.0
<1.0 <1.0
<1.0 <LO
<1.0 <1.0
<1.0 <LO
<1.0 <1.0
70
- -- -
TABLE 1 (Page 2 of 2)
EFFLUENT Analytical Results
UPPER DOCKERY
Macon Dockery Site
Richmond Coonty, North Carolina
I. LI-Trichloro-Trichloro-
ethane ethlenc Toluene Total Xylenes
(u1!1Ll (u1z/L) (u.rlL) (1111:IL)
<1.0 <1.0 <1.0 <3.0
<l.O <l.O <1.0 <3.0
<1.0 <1.0 <LO <3.0
<1.0 <1.0 <1.0 <J.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 <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
<1.0 <1.0 <1.0 <3.0
<1.0 <1.0 <1.0 <3.0
DOWN
DOWN
<1.0 <1.0 <1.0 <3.0
<LO <1.0 <1.0 <3.0
<LO <1.0 <1.0 <3.0
<1.0 <1.0 <1.0 <2.0
<1.0 <1.0 <l.O <2.0
<1.0 <1.0 <l.O <2.0
<1.0 <1.0 <1.0 <2.0
<1.0 <1.0 <1.0 <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
<LO <1.0 <LO <J.O
<LO <1.0 <1.0 <3.0
200 2.8 1000 400
- -
1!!!11!!!! I!!!! == liiial
Suspended
Acetone Chromium Barium Mangane;e Zinc Lead Solids
(Ul,!/L) (11>1./L) (Ul!:IL) (u!!IL) (1112:IL) (uglL) (m11/Ll
<10 14 74 9.3 <20 <3.0 <5.0
<10 <ID 160 8.0 <20 <3.0 <5.0
<10 14 (>') <5.0 <20 <3.0 <5.0
<10 <ID 79 <5.0 <20 <3.0 <5.0
<10 <IO 95 10 <20 <3.0 <5.0
<10 <10 78 <5.0 <20 <3.0 <5.0
<10 <IO 85 <5.0 <20 <3.0 <5.0
<10 <ID S4 <5.0 <20 <3.0 <5.0
<10 <10 100 6.3 <20 <3.0 <5.0
<10 14 80 5.7 <20 <3.0 <5.0
<10 27 79 43.0 27 <3.0 8.0
<10 14 74 5.4 <20 <3.0 <5.0
<10 18 130 120 35 5 <5.0
<10 <10 55 5.6 <20 <3.0 <5.0
<10 <10 99 7.3 <20 <3.0 <5.0
!\OT SAMPLED SYSTEM DOWN
t,;OT SAMPLED SYSTEM DOWN
<10 <10 83 5.1 <20 <3.0 <;5.0
<10 <10 96 19 <20 <3.0 <5.0
<10 <IO 55 <5.0 <20 <3.0 <5.0
<25 II 71 15 24 <3.0 14.0
<25 12 ,~ <5.0 <20 <3.0 <5.0
<25 <IO 54 <5.0 <20 <3.0 <5.0
<25 <10 85 <5.0 <20 <3.0 <5.0
<10 <ID 72 <5.0 <20 <3.0 <5.0
<10 NA ,,2 NA <20 <1.5 <5.0
<10 10 (,9 <5.0 <20 NA <5.0
<10 14 75 <5.0 <20 <1.5 <5.0
-<10 6.9 82 <5.0 -<20 <1.5 <5.0
,:;[() <5.0 88 <5.0 <20 <1.5 <5.0
<10 7.1 99 29 <20 <1.5 8.0
3500 50 ](X"/0 50 5000 15
-- - - -- --
Chloro-I 1-Dichloro-1.1-Dichloro-Cis11rans-J.2-
Sample Date fonn ,man, ethcne Dichloroethene
Location (mi:/L) (mr/L) {ui</L) (111,;IL}
LO Eilluent 2/15/1996 <1.0 <1.0 <1.0 <1.0
2/1611996 <1.0 <1.0 <1.0 <1.0
2/22/1996 <1.0 <1.0 <1.0 <1.0
211811996 <1.0 <1.0 <LO <1.0
31811996 <1.0 <1.0 <1.0 <1.0
41311996 <1.0 <LO <LO <LO
5/3/1996 <1.0 <1.0 <1.0 <1.0
811/1996 <1.0 <1.0 <1.0 <1.0
9/411996 <1.0 <1.0 <LO <1.0
10'1/1996 <1.0 <1.0 <1.0 <1.0
1117/1996 <1.0 <1.0 <1.0 <1.0
1215/1996 <1.0 <1.0 <1.0 <1.0
116/1997 <1.0 <1.0 <1.0 <1.0
3/12/1997 <1.0 <1.0 <1.0 <1.0
418.11997 <1.0 <LO <1.0 <1.0
5/14/1997 <1.0 <LO <1.0 <1.0
616.11997 <1.0 <1.0 <1.0 <1.0
712/1997 <1.0 <1.0 <LO <1.0
Sn/1997 <1.0 <1.0 <1.0 <1.0
9/5/1997 <1.0 <1.0 <1.0 <1.0
l0'2/1997 <1.0 <1.0 <1.0 <1.0
11/13/1997 <1.0 <1.0 <1.0 <1.0
1215/1997 <1.0 <1.0 <1.0 <LO
1,'9.11998 <1.0 <LO <1.0 <1.0
2/5/1998 <1.0 <1.0 <1.0 <1.0
3/5/1998 <1.0 17 3.2 <1.0
413/1998 <1.0 <1.0 <1.0 <1.0
5nti998 <1.0 <1.0 <1.0 <1.0
6/5/1998 <1.0 <1.0 <LO <1.0
7Rll998 <1.0 <1.0 <1.0 <1.0
8n/1998 <1.0 <1.0 <1.0 <1.0
9/1011998 <1.0 <1.0 <1.0 <LO
10.12!1998 <1.0 <1.0 <1.0 <1.0
I 1/411998 <1.0 <1.0 <1.0 <1.0
12/1/1998 <1.0 <1.0 <1.0 <1.0
J/11/1999 <1.0 <1.0 <1.0 <1.0
"'2111/99 <1.0 <1.0 <1.0 <1.0
3/5/1999 <1.0 <1.0 <1.0 <1.0
41811999 <1.0 <1.0 <1.0 <I.()
5/12/1999 <1.0 <1.0 <1.0 <1.0
6/10/1999 <1.0 <1.0 <1.0 <1.0
7/8/1999 <1.0 <1.0 <1.0 <1.0
815/1999 <1.0 <1.0 <1.0 <1.0
9;'911999 <1.0 <1.0 <1.0 <1.0
I0/1411999 <1.0 <1.0 <1.0 <I.O
I 1/2/1999 <1.0 2.5 <1.0 <1.0
12/3/1999 <1.0 2.8 <1.0 <1.0
RI S. 3500 7 70
RPS: Rt"metliation Performana Standard
- -- -
TABLE 2 (Page I of 2)
EFFLUENT Anal,-iical Results
LOWER DOCKERY
Macon Dockery Site
Richmond County, North Carolina
Methylene I. I.I-Trichloro Trichloro-
chloride ethane ethene Benzene Toluene
(u11:IL) (ug/L) (uJ,tlL) (ui;z/L) (uglL)
<2.0 <1.0 <LO <1.0 <1.0
<2.0 <1.0 <l.O <1.0 <1.0
<2.0 <1.0 <l.O <LO <1.0
<2.0 <1.0 <1.0 <1.0 <1.0
<2.() <LO <1.0 <1.0 <1.0
<2.0 <1.0 <1.0 <1.0 <1.0
<2.0 <1.0 <1.0 <1.0 <1.0
<2.0 <1.0 <1.0 <1.0 <1.0
<2.0 <1.0 <1.0 <1.0 <1.0
<2.0 <1.0 <1.0 <1.0 <1.0
<2.0 <1.0 <1.0 <1.0 3.4
<2.0 <1.0 <1.0 <1.0 <LO
<2.0 <1.0 <1.0 <1.0 <1.0
<2.0 <1.0 <1.0 <1.0 <1.0
<2.0 <1.0 <1.0 <1.0 <LO
<2.0 <1.0 <1.0 <1.0 <1.0
<2.0 <1.0 <LO <1.0 <1.0
<2.0 <1.0 <LO <1.0 <1.0
<2.0 <1.0 <1.0 <1.0 <1.0
<2.0 <1.0 <1.0 <1.0 <1.0
<2.0 <1.0 <1.0 <1.0 <1.0
<2.0 <1.0 <1.0 <1.0 <1.0
<2.0 <1.0 <1.0 <1.0 <1.0
<2.0 <1.0 <1.0 <1.0 <1.0
<2.0 <].() <1.0 <1.0 <1.0
<2.0 5.l <1.0 <1.0 <1.0
<2.0 <1.0 <1.0 <1.0 <1.0
<2.0 <1.0 <1.0 <1.0 <1.0
<2.0 <l.O <1.0 <1.0 <1.0
<2.0 <l.O <1.0 <1.0 <1.0
<2.0 <1.0 <1.0 <1.0 <1.0
<2.0 <l.O <1.0 <1.0 <1.0
<2.0 <1.0 <1.0 <1.0 <1.0
<2.0 <1.0 <1.0 <1.0 <1.0
<2.0 <1.0 <1.0 <1.0 <1.0
<2.0 <1.0 <l.O <1.0 <1.0
<2.0 <1.0 <1.0 <1.0 <1.0
<5.0 <1.0 <1.0 <1.0 <1.0
<2.0 <1.0 <1.0 <1.0 <1.0
<2.0 <1.0 <1.0 <1.0 <1.0
<2.0 <1.0 <1.0 <1.0 <1.0
<2.0 <I.() <1.0 <1.0 <1.0
<2.0 <1.0 <1.0 <l.O <1.0
<2.0 <1.0 <1.0 <1.0 <1.0
<2.0 <LO <1.0 <1.0 <1.0
<2.0 <1.0 <1.0 <1.0 <I.fl
<2.0 1.2 <1.0 <1.0 <1.0
200 2.8 1000
-l!!!!!!!!!!I I!!!!! l!!!!!I l!!!!!I ==
Total Su,pended
Xyknes Chromium Barium Manganese Zinc Cathnium Solids
(ug,'l.) (u.1?/L) (ug/L) (ujVL) (ugiL) {uglL) (mg/L)
<3.0 <10 <50 <5.0 <20 <0.30 <5.0
<3.0 <10 <50 <5.0 <20 <0.30 <5.0
<3.0 <10 <50 <5.0 <20 <0.30 5
<3.0 <10 <50 <5.0 <20 <0.30 <5.0
<3.0 <10 <50 <5.0 <20 <0.30 <5.0
<3.0 <10 <50 <5.0 <20 <0.30 <5.0
<3.0 <10 <50 <5.0 <20 <0.30 <5.0
<3.0 <10 <50 14 <20 <0.30 <5.0
<3.0 <IO <50 13 <20 0.56 <5.0
<3.0 <IO <50 II <20 <0.30 <5.0
<3.0 <10 <50 <5.0 <20 <0.30 <5.0
<3.0 <10 <50 35 <20 <0.30 19
<3.0 <IO <50 6 <20 <0.30 <5.0
<3.0 <IO 70 <5.0 <20 <0.30 <5.0
<3.0 <10 <50 <5.0 <20 <0.30 <5.0
<3.0 <10 <50 <5.0 <20 <0.30 <5.0
<3.0 <10 <50 <5.0 <20 <0.30 <5.0
<3.0 <IO <50 <5.0 <20 <0.30 <5.0
<3.0 <10 <50 <5.0 <20 <0.30 <5.0
<3.0 <10 <50 <5.0 <20 <0.30 <5.0
<3.0 <10 <50 <5.0 <20 <0.30 <5.0
<3.0 <IO <50 <5.0 <20 <I <5.0
<3.0 <10 <50 160 <20 <0.30 <5.0
<3.0 <10 <50 34 <20 <0.30 <5.0
<3.0 <10 <50 250 <20 <0.30 58
<3.0 <10 <200 8l <20 <0.30 <5.0
<3.0 <10 <200 39 <20 <0.30 <5.0
<3.0 <10 <50 17 <20 <0.30 <5.0
<3.0 <10 <50 6.3 <20 <0.30 <5.0
<3.0 <10 <50 <5.0 <20 <0.30 <5.0
<3.0 <IO <50 <5.0 <20 <0.30 <5.0
<3.0 <10 <50 <5.0 <20 <0.30 <5.0
<3.0 <IO 17 140 <20 <0.30 <5.0
<3.0 <IO <50 10 <20 <0.30 <5.0
<3.0 <IO <50 <5.0 <20 <0.30 <5.0
<3.0 <IO <50 5.2 <20 <0.30 <5.0
<3.0 <IO <50 15 <20 <0.30 <5.0
<3.0 <IO <50 <5.0 <20 <0.30 <5.0
<3.0 <10 <50 <5.0 <20 <0.30 <5.0
<3.0 <ID <50 <5.0 <20 52 9.5
<3.0 <10 <50 <5.0 <20 <0.30 <5.0
<3.0 <10 <50 <5.0 <20 <0.30 <5.0
<3.0 <10 <50 5.0 <20 <0.30 <5.0
<3.0 <10 72 520 l I <0.30 <5.0
<3.0 <10 93 470 38 <0.30 <5.0
<3.0 <10 <50 II <20 <0.30 <5.0
<3.0 <10 <50 110 <20 <0.30 <5.0
400 50 \()00 50 5000 5
- - - --- - --
Chloro-I 1-IJichl(>n>-I 1-Dichloro-Cis'tran,-1.2-Methy\elk" I
Sample Date fonn ethane ethenc l)ichlorocthene chloride
Location (1111:/L) (m.!/LJ (uP-/L) (11.11/L) (U,1!/L)
LO Effiuent 2/25/2000 <1.0 6.2 <1.0 <LO <2.0
J,"112000 <1.0 <l.O <1.0 <I.() <2.0
417/2000 .. Sy,1em Down Not Sampled
5,<}12000 <1.0 <1.0 <1.0 <LO <2.0
(i9l2()0() <1.0 <1.0 <1.0 <1.0 <2.0
?n/2000 <1.0 <1.0 <1.0 <:1.0 <2.0
81.,/2000 <1.0 <1.0 <1.0 <1.0 <2.0
9/l5/2000 <1.0 <1.0 <1.0 <1.0 <2.0
10'1212000 <1.0 <1.0 <LO <1.0 <2.0
1/1812001 .. System Down Not Sampled
412412001 <1.0 I <1.0 I <1.0 I <1.0 I <2.0 I 5/11/2001 <1.0 <1.0 <1.0 <1.0 <2.0
7/11/2001 .. System Down Not Sampled
10'1812001 <1.0 <1.0 <1.0 <1.0 <2.0
1/16/2002 System Down l\'ot Sampled
7/31/2002 System Down Not Sampled
10'30/2002 <1.0 <1.0 <1.0 <1.0 <2.0
1/18/2003 System Down Not Sampled
3/1412003 <1.0 <1.0 <1.0 <1.0 <2.0
4(1/2003 <1.0 <1.0 <1.0 <1.0 <2.0
7/10/2003 <1.0 <1.0 <1.0 <1.0 <1.0
10'3012003 <1.0 <1.0 <1.0 <1.0 <1.0
1/13/2004 <1.0 <1.0 <1.0 <2.0 <5.0
415/2004 System Suspended Not Sampled
611812004 System Suspended Not Sampled
1/27/2005 System Suspended l\'ot Sampled
5.~12005 Sysiem Suspended l\'ot Sampled
811512005 System Suspended Not Samp\e1I
10'30/2005 System Su.~pended Not Sampled
1/1812006 System Suspended Not Sampled
4/30/2006 System Suspended Not Sampled
8!2.12006 System Susp,.--ndetl Nol Sampled
' RI S. 3:,00 7 70 5
RPS: R'°mediation Perl"onnance Standard
- - -
T,\HLE 2 (Page 2 of 2)
EJ,'FLUENT Analytical Results
LOWER DOCKER\'
M;1con Dockery Site
Richmond County North Carolina
1.1-Trichloro Trichloro-
ethane ethene Benzene Toluene
(ug/L) (ue:IL) (uiz/L) (uf.;/L)
2.6 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0 .. ... System
<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 .. ... System
<1.0 <LO I <1.0 I <1.0
<1.0 <1.0 <LO <1.0 .. ... Sy,1em
<1.0 <LO <1.0 <1.0
System
Sy,iem
<1.0 <1.0 <1.0 <1.0
System
<LO <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<LO <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
Sy,;tem
Sy,1em
System
Sy,1em
System
System
System
System
System
200 2.8 1()()0
-
Total
Xylene~ Chromium
(u1d .. l /u,1?/Ll
<3.0 <10
<JJ) <10
Do•n
<3.0 <10
<J.O <10
<3.0 <10
<3J) <10
<JD <10
<3.0 <10
Do'l¼n
I <JD I <10
<3.0 <10
Do'l¼n
<3.0 <10
Do'l¼n Not
Do,n Not
<3.0 <10
Do'l¼n Not
<2.0 <10
<3.0 <10
<JD <10
<30 <10
<2.0 <10
Suspe!Kle, Not
Suspende{ Not
Suspende, Not
Suspendel Not
Suspendel Not
Suspendei. Not
Suspendei. Not
Suspen1le1 Not
Suspe.nde, Ne<
400 50
l!!!l!I I!!!! 11!!1111
Su,pended
Bannm Manganese Zinc Cadmium Solids
(Ul,!IL) (ugiL) (Uj,t/L) (uglL) (1m,1L)
<50 320 <20 <0.30 <5.0
<50 53 <20 <0.30 <5.0
Ne< Sampled ...
<50 180 <20 <0.30 <5,0
<50 <5.0 <20 <0.30 <5.0
<50 IOO <20 <0.30 <5.0
<50 <5.0 <20 <0.30 <5.0
<50 <5.0 97 <0.30 <5.0
<50 <5.0 97 <0.30 <5.0
Not Sampled ...
I .<50 I <5.0 I <20 I <0.30 I <5.0
<50 <5.0 <20 <0.30 <5.0
Ne< Sampled . ..
<50 <5.0 <20 <0.30 <5.0
Sampled
Sampled
<50 58 <20 <0.30 <5.0
Sampled
<50 <5.0 <20 <0.30 <5.0
<50 <5.0 <20 <0.30 <5.0
<50 <5.0 <20 <0.30 <5.0
<50 <5.0 <20 <0.30 <5.0
<50 <5.0 <20 <0.30 10
Sampled
Sampled
Sampled
Sampled
Sampled
Sampled
Sampled
Sampled
Sampled
IOOO 50 5000
--- - -
S~plc
Location
UMSA Effiucnt
Chloro .. 1,1-Dichloro-
Date fo= '"""' (uWL) (uglL)
2117/1996 <1.0 <1.0
212211996 <1.0 <LO
2/28/1996 <1.0 <1.0
]1811996 <1.0 <1.0
413/1'}96 <l.O <1.0
51311996 <1.0 <1.0
615/1'196 <l.O <1.0
7/1/19% <1.0 <1.0
7130'19% <1.0 <1.0
9l4JJ9% <l.O <1.0
1011/19% <1.0 <1.0
1117/19% <1.0 <1.0
1215/1996 <1.0 <l.O
1/611'197 <1.0 <LO
2/411997 <1.0 <1.0
3112'1'197 <1.0 <1.0
418/1997 <1.0 <1.0
5/J211997 <1.0 <1.0
61611997 <1.0 <1.0
71211997 <1.0 <1.0
817/1997 <1.0 <1.0
9/5119Y7 <1.0 <1.0
IO•Vl 9Y7 <LO <l.O
11/13/1997 <1.0 <1.0
1215/1997 <1.0 <l.O
11911998 <1.0 <l.O
215/1998 <1.0 <LO
3/5/J 998 <1.0 <LO
413/1998 <1.0 <1.0
5/7/1998 <1.0 <1.0
61511998 <1.0 <1.0
7191199H <J.0 <LO
8171199H <1.0 <1.0
9110'1998 <i.O <1.0
10121199H <1.0 <1.0
11/411998 <1.0 <1.0
1211119')8 <1.0 <1.0
]/11/1999 <1.0 <1.0
2111/1999 <LO <1.0
31511'199 <LO <1.0
41811999 <1.0 <1.0
5/13.11999 <1.0 <1.0
6110'1999 <1.0 <1.0
7/811999 <1.0 <1.0
81511 9•)') <1.0 <LO
919/J 999 <LO <l.O
1011--1-11m <1.0 <LO
11/21)999 <LO <1.0
12131]99'1 <1.0 <1.0
3500
kemed.atinn l',rformar.ce :,:arxiard
:-.:01.-\.nalyzcd
- -
I. -Dichloro-Ci~itrans-1.2-
cthcnc Dichlorocthcnc
(ug/L) (ug/L)
<1.0 <1.0
<1.0 <LO
<LO <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <l.O
<1.0 <l.O
<1.0 <1.0
<1.0 <1.0
<1.0 <l.O
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<l.O <1.0
<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
<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
<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
70
-
l'ctrachloru-
cthcnc
(ug.lLJ
<1.0
<1.0
<1.0
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<LO
<LO
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
--l!!!!!!!!!!!I l!!!!!!!!!!!I
TABLE 3 (Page 1 of 2)
EFFLUENT Analytical Results
UPPER MACON SOURCE AREA
Macon Dockery Site
Richmond County, Nroth Carolina
1,1, 1-Trichloro-Trichloro-Vinyl
""""' cthcnc chloride Benzene
(ug!L) (uu:IL) (uglL) (ug/L)
<LO <1.0 <1.0 <l.O
<LO <J.O <1.0 <].[)
<LO <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <I.0 <1.0 <Ln
<LO <1.0 <1.0 <Ln
<1.0 <1.0 <1,0 <1.0
<1.0 <LO <1.0 <].()
<1.0 <1.0 <1.0 <1.0
<J.O <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <LO
<1.0 <1.0 <1.0 <1.0
<l.O <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <LO <Ln
<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 <LD
<1.0 <LO <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<LO <1.0 <LO <1.0
<1.0 <1.0 <l.O <1.0
<LO <1.0 <1.0 <1.0
<LO <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<J.O <1.0 <1.0 <].0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<LO <1.0 <1.0 <1.0
<1.0 <LO <LO <LO
<1.0 <1.0 <1.0 <l.O
<1.0 <1.0 <1.0 <LO
<1.0 <1.0 <1.0 <1.0
<LO <1.0 <l.0 <1.0
<LO <1.0 <l.O <1.0
<LO <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 <LO <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 <l.O
<1.0 <LO <1.0 <1.0
<1.0 <LO <1.0 <1.0
<1.0 <LO <1.0 <J.[)
2.8
Toluene
(ugll.)
<1.0
<LO
<1.0
<1.0
<1.0
<J.0
2.9
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<J.0
<1.0
<].0
<1.0
<J.0
<1.0
<J.O
<1.0
<J.0
<l.O
<i.O
<1.0
<1.0
<l.O
<l.0
<LO
<l.O
<l.O
<LO
<LO
<LO
<LO
<1.0
<LO
<J.0
<J.0
<J.0
<1.0
<i.O
<l.O
<1.0
<1.0
<l.O
<1.0
<l.0
<l.O
1!!!11!!!1 l!!!!!!!!!!!I l!!!!!I l!!!!!I !!!Ill ==
Su>pcndcd
Llmimium Barium Manganc~ Zinc Cadmium Lead Mercury Solid~
(ug/L) (ug/L) (ug1L) (ug,!L) (ug/L) (ug/LJ (uglJ.) (mll1L)
<LO 120 120 <20 <0.]0 <3.0 <1 <5.0
<LO 120 70 <20 <0.30 <3.0 <2 <5.0
<LO IJO 51. <20 <0.30 <3.0 <1 <5.0
<LO 120 ]7 <20 <0.30 <3.0 <2 <5.0
<LO ]LO 27 <20 <0.30 <3.0 <1 5
<LO 120 26 <20 <0.30 <3.0 <2 <5.0
<LO IJO 22 <20 <0.30 <3.0 <2 6
12 I LO 1.4 <20 <0.30 <3.0 NA <5.0
<LO 200 LIO 41. <0.30 9.2 :'\A 23
LL 170 68 26 <0.30 66 '.',;,\ 1.6
<LO IJO 1J <20 0.47 <3.0 :'\A 24
<LO 1.40 1J <20 <0.30 <3.0 :-;A 26
<LO I. 70 17 <20 <0.30 <3.0 <0.20 5
<LO 200 46 25 <0.30 3.:5 :'\A 120
<LO 1.60 29 <20 <0.30 <3.0 :-.:A 8
<LO IJO 30 <20 <0.30 <3.0 '.',;,\ <5.0
<LO 200 30 <20 <0.30 <3.0 :-.:A 7
12 2LO 95 35 <0.30 <3.0 :-.:A LOO
<LO 240 74 <20 <0.30 <3.0 :-.:A <5.0
<LO 1.80 41 <20 <0.30 <3.0 ;','A <5.0
LL 230 250 40 <OJO 4.8 :,,'A :-.:A
<LO IJO 27 <20 <OJO <3.0 :-.:A 22
<LO 185 3\.5 <20 <0.30 <3.0 :-.:A LI
<LO 129 8-U <20 <I. <3.0 ;','A ' <JO 150 1.60 26 <0.30 6.5 ;','A <5.0
<LO 180 33 <20 <0.30 <3.0 ;','A <5.0
<LO 200 20 <20 <0.30 <3.0 :-.:A 6
IL 2LO 1.60 25 <0.30 4.1 :-.:A <5.0
<JO <200 64 <20 <0.30 <J.0 SA <5.0
<LO 2LO 310 29 <0.30 5 :-."A 1J
<10 1.60 46 <20 <0.30 <3.0 :-,'A <5.0
<JO 240 I.LO <20 <0.30 <3.0 NA <5.0
<10 1.90 37 <20 <0.30 <3.0 :-.:A <5.0
<LO 200 56 <20 <0.30 <3.0 ;','A 33
<JO 1.90 LIO <20 <0.30 <3.0 :,,'A 1.2
LO 220 450 4R <0.30 4.6 :'\A I. 80
<LO 1.60 68 <20 <0.30 <3.0 :-.:A <5.0
<LO 1.50 120 <20 <0.30 <3.0 :-.:A <5.0
<JO 230 120 22 <0.30 <3.0 :,,'A <5.0
<LO I.SO 100 25 <0.30 <3.0 ;','A <5.0
<LO I. 70 72 <20 <0.30 <3.0 :-.:A <5.0
<LO I. 70 66 <20 36 <3.0 :-.:A 8.5
<LO I.SO JOO <20 <0.30 <3.0 ;,.;A <5.0
<LO 170 160 <20 <0.30 3.3 :'\A <5.0
<LO 1.40 I) <20 <0.30 8.7 :-.:A <5.0
<10 1.50 340 24 <0.30 <3.0 NA <5.0
<LO 200 37 <20 <0.30 <3.0 :-.'A <5.0
<JO I 80 I) <20 <0.30 <3.0 ;,.;A <5.0
<JO 1.80 18 <20 <0.30 <3.0 ;','A <5,0
50 1000 ,o 5000 b LL
- - ----
Chloru-I 1-lJichloro-I, -D1chlom-
S,unplc Date form cthmc cthcnc
Location (ug'L) (011/L") (ui;,IL)
2116'2000 <1.0 <1.0 <1.0
3,912000 <1.0 <LO 16
417/2000 <1.0 <1.0 <1.0
5JHl2000 <1.0 <1.0 <1.0
0,9,2000 <1.0 <1.0 <1.0
717/2000 <1.0 <1.0 9.9
11.12/2000 <LO <1.0 <1.0
9125/2000 <1.0 <1.0 <1.0
Ulll212000 <1.0 <1.0 <1.0
l/l!l/2001 <1.0 <].0 <1.0
5/3/2001 <1.0 <l.O <1.0
7111/2001 <1.0 <1.0 <1.0
10/\1112001 <1.0 <1.0 <1.0
12121112001 <1.0 <1.0 <1.0
1115/2002 <1.0 <1.0 <l.O
7!30'2002 <1.0 <LO <1.0
1013012002 <1.0 <1.0 <1.0
11211.12003 NOT SAMPLED
3114'2003 <1.0 <1.0 <LO
413/2003 <1.0 <1.0 <1.0
7/10'2003 <1.0 <1.0 <LO
10/3012()()] <1.0 <l.O <1.0
1113/2004 <1.0 <1.0 <1.0
415/2004 <LO <1.0 <1.0
6'28'2004 <1.0 <1.0 <1.0
1012)/2004 <J.O <1.0 <1.0
]127/2005 <1.0 <1.0 <1.0
5/412005 <1.0 <1.0 1.2
l!.12512005 <1.0 <1.0 <1.0
!01]012005 <1.0 <1.0 <LO
l!2R'2006 <1.0 <1.0 <1.0
41]0'2006 <LO <1.0 <1.0
/,12/200(, <1.0 <l.0 <1.0
J:,00
lter,ed1arin~ Pcrformar.ce .~:;,r.rl~,~
- -
Ch,tran_\-l.2-Tctrachluro-
Dichlt,rocthcnc cthcnc
(uj/)Ll (u~'Ll
<l.0 <1.0
<1.0 LO
<l.O <1.0
<LO <1.0
<LO <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
SYSTE.\1 DOWt--'
<1.0 <1.0
<1.0 <1.0
<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
<1.0 <1.0
<1.0 <1.0
<\.() <1.0
<1.0 <LO
<1.0 <1.0
<l.O <LO
. ,o
- --
TABLE 3 (Page 2 of 2)
EFFLUENT Analytical Results
UPPER MACON SOURCE AREA
Macon Dockery Site
Richmond County, Nroth Carolina
I,] 1-Tri::hloro-Trichloro-Vinyl
'"""' cthcnc chloride Benzene
(u1tU (uo-lL) (U.!l;IU (ui.,IL)
<l.O <J.O <LO <1.0
2.6 <1.0 <1.0 <l.O
<LO <1.0 <LO <LO
<1.0 <1.0 <LO <1.0
<LO <1.0 <1.0 <1.0
u <1.0 <LO <LO
<1.0 <1.0 <LO <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <LO <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <LO <1.0 <1.0
<1.0 <1.0 <LO <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <l.O <1.0 <LO
:,.;QT
<LO <1.0 <1.0 <1.0
<1.0 <1.0 <LO <1.0
<LO <1.0 <1.0 <1.0
<ln <LO <LO <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <l.O <1.0
<1.0 <1.0 <1.0 <1.0
<LO <1.0 <1.0 <1.0
<1.0 <J.O <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <l.O
<1.0 <LO <1.0 <1.0
<LO <1.0 <1.0 <1.0
200 2.8
-!!!!!!I l!!!!I
Sllspcndcd
Toluene Chromium Barium Manganc~c Zinc Ca.imilllll Lead .\krcury Solids
(ugJLJ (ujl)L) (011.IL) (up/Ll (uR}L) (111111.) (u,riL) (ugl[.J (ma.ill
<1.0 <10 240 300 40 <0.30 5.J ;,.;A IJO
<J.O <10 230 47 <20 <0.30 <3.0 ;,.;A 5.0
<1.0 <JO 210 411 <20 <0.30 <3.0 NA <5.0
<J.0 <10 410 54 <20 <0.30 <3.0 '.\,\ <5.0
<LO <JO 180 61 <20 <0.30 <J.0 .:\A <5.0
<1.0 <JO 220 250 32 <0.30 3.S NA <5.0
<1.0 <10 190 ,0 <20 <0.30 4.1 .\'.A 38.0
<1.0 <JO 21!0 s.J <20 <OJO <3.0 :-.:A <5.0
<1.0 14 180 " <20 <0.30 3.1 :-.:A 60
<J.0 <10 200 36 <20 <OJO <3.0 :-.:A H.5
<J.O " 440 350 29 <O.JO 19 :-.:A <5.0
<1.0 15 360 110 <20 <OJO 3.1 :-.:A 38
<1.0 60 450 900 47 <0.30 21 :,.."A <5.0
<1.0 II 360 110 <20 <0.30 <3.0 :,.;A ,.o
<1.0 <10 360 35 <20 <0.30 <3.0 :,..'A 8,0
<1.0 21 370 IJO <20 <0.30 3.0 :,.;A 1 J.0
<1.0 20 370 9H <20 <0.30 4.0 <0.20 6.0
J",A.\1PLED SYSTE.\1 DOWN
<1.0 17 410 240 43 <0.30 480 <0.20 <5.0
<1.0 II 350 44 <20 <0.30 280 <0.20 7
<1.0 <JO 370 71 <20 <0.30 <3.0 <0.20 42
<1.0 <JO 360 170 120 <0.JO <JD <0.20 <5.0
<1.0 76 400 ISOO 210 0.47 62 :,.;A 23
<\.O <10 230 64 <20 <0.30 <3.0 :-;A 33
<l.0 <10 160 6.2 <20 <0.30 <JD :,.;A <5.0
<1.0 <JO IHO 18 <20 <0.30 <3.0 :-;A <5.0
<LO <JO 170 ,., <20 <0.30 <3.0 ;,,;A <5.0
<LO ;,,.',\ 140 :,.;,\ <20 <0.30 <1.5 .SA <5.0
<l.O <5.0 160 44 <20 <0.30 :,..',\ NA <5.0
<1.0 <5.1) 150 ,.2 <20 <0.30 <15 NA <5.0
<l.0 <5.0 170 ]()(] <20 <0.30 2.6 :,.;A 1H
<LO 7.0 200 36 <20 <0.30 <\_5 NA <5.0
<LO <5.0 170 13 · <20 <0.30 <15 NA :-IA
1000 1000 50 II
!11!!!1 l!!!!!!!!I l!!!!!!!I l!!!!!I l!!!!!!!I l!!!!!!!!I l!!!!!!!!I I!!!!! l!!!!!!!!I I!!!!!
TABLE 4 (Pa~ I of 2)
EFFLUENT Anal}til'al Results
UPPER/LOWER MAC07'
Macon Dockery Site
Ridunond County. ~l>nh Carolina
Chloro• I !-D1chloro-1.1-Dichloro• Chitran.~-1 ,2-Methylene Tcrrachloro-I ,1,1-Trichloro-Trich!oro-Sample D,itc form ethane cthcnc Dichlorocthcnc chloride cthcoc ethane crhcoc Lt>cation (u~IL) (1i11JL) (u!.!11.) (u121L) (u11:ILJ \uiztL) (ulZIL) (u11.'L)
U/1. Eillucnt 21241\ 'N6 <J.0 <l.0 <1.0 <1.0 <2.0 <LO <1.0 <1.0 2125/]•}96 <1.0 <LO <LO <1.0 <2.0 <LO <LO <1.0 212!\ll 996 <1.0 <1.0 <LO <1.0 <2.0 <LO <LO <1.0 3!Rlt996 <J.0 <1.0 <1.0 <1.0 <2.0 <1.0 <1.0 <1.0 J/]61!996 <1.0 <1.0 <1.0 <1.0 <2.0 <\.0 <1.0 <1.0 4/)/!9% <J.0 1.8 <1.0 1.6 <2.0 <1.0 <1.0 1.9 5/)/J 9% <J.0 <1.0 <1.0 <1.0 <2.0 <1.0 <1.0 <1.0 6'5/]9% <1.0 <1.0 <1.0 <1.0 <2.0 <1.0 <1.0 <1.0 711/19% <J.O <!.O <1.0 <1.0 <2,0 <1.0 <1.0 <1.0 7/)011996 <J.0 <1.0 <1.0 <1.0 <2.0 <1.0 <1.0 <l.0 9'4/19% <1.0 <1.0 <1.0 <1.0 <2.0 <1.0 <l.0 <1.0 \01)/1 <)96 <1.0 <1.0 <1.0 <1.0 <2.0 <1.0 <1.0 <1.0 1117/1996 <1.0 <1.0 <1.0 <1.0 <2.0 <1.0 <1.0 <LO 12151\ 996 <1.0 <LO <1.0 <1.0 <2.0 <1.0 <].0 <1.0 !16'1997 <LO <l.O <LO <1.0 <2.0 <1.0 <1.0 <1.0 2/41)997 <1.0 <1.0 <1.0 <1.0 <2.0 <1.0 <1.0 <1.0 3/12/19'17 <J.0 <1.0 <1.0 <1.0 <2.0 <l.0 <1.0 <LO 418/1997 <1.0 <1.0 <LO <LO <2.0 <1.0 <1.0 <1.0 5/12/1997 <1.0 <1.0 <1.0 <1.0 <2.0 <1.0 <1.0 <1.0 6-16/J 997 <1.0 <1.0 <1.0 <1.0 <2.0 <1.0 <I.0 <1.0 7/2']997 <1.0 2.4 <1.0 1.8 <2.0 <1.0 <1.0 <1.0 712511997 :,;'A :'\A :,.."A :,..'A :,..·A :,:.~ :'\A :'\A &17/1997 <J.0 <1.0 <LO <l.O <2.0 <1.0 <1.0 <1.0 915/1997 <J.0 <1.0 <1.0 <1.0 <2,0 <LO <1.0 <1.0 \012']<)97 <1.0 <1.0 <1.0 <1.0 <2.0 <1.0 <J.0 <1.0 11/13/\9';17 <1.0 <1.0 <1.0 <LO <2.0 <1.0 <1.0 <1.0 12/5/1997 <l.0 <1.0 <1.0 <1.0 <2.0 <1.0 <1.0 <1.0 1/91]998 <J.O <1.0 <LO <1.0 <2.0 <1.0 <1.0 <LO 215/1998 <1.0 <1.0 <1.0 <LO <2.0 <1.0 <1.0 <1.0 3151!998 <J.O <1.0 <1.0 <1.0 <2.0 <1.0 <1.0 <1.0 41)/1998 <1.0 <1.0 <LO <1.0 <2.0 <l.O <LO <LO 5/7/1998 <J.0 <1.0 <1.0 <LO <2.0 <1.0 <J.0 <1.0 615/19<18 <1.0 <1.0 <l.O <1.0 <2.0 <1.0 <1.0 <l.0 7/9/J 998 <J.0 <1.0 <l.O <1.0 <2.0 <1.0 <LO <1.0 817/1998 <J.0 <1.0 <1.0 <1.0 <2.0 <1.0 <J.0 <1.0 91!Q/J99R <1.0 <1.0 <l.O <1.0 <2.0 <1.0 <l.0 <LO ]012']998 <1.0 <1.0 <1.0 <LO <2.0 <LO <LO <LO 11/41\998 <LO <LO <1.0 <1.0 <2,0 <1.0 <1.0 <1.0 12/l/l<J<JR <l.0 <1.0 <1.0 <LO <2.0 <1.0 <1.0 <l.0 1/11/)99<) <J.0 <1.0 <1.0 <1.0 <2.0 <1.0 <1.0 <LO 2/] 1/1•)99 <1.0 <1.0 <1.0 <1.0 <2.0 <1.0 <1.0 <1.0 J/5/1999 <].0 <1.0 <1.0 <1.0 <5.0 <].0 <LO <1.0 4181!999 <1.0 <1.0 <1.0 <1.0 <2.0 <1.0 <1.0 <LO 511)/]<N', <1.0 <1.0 <1.0 <1.0 <2.0 <1.0 <1.0 <1.0 6110'l 9<N <1.0 <!.0 <1.0 <LO <2.0 <1.0 <1.0 <1.0 ,. RJS 3500 -,O 200 2.8 Rl'S: Remediation Performance Standard
'.\A: '.\"ot AnalY7.cd
-I!!!!! ==
Suspended
Toluene Chromium Barium Manganese Zinc Cadmilllll Lead Solid~
(1112/LJ (ug/L) (ull/1.) (u.,ILJ (ui.lL) (u,tlL) (UJ..1Lj (m11.ILl
<1.0 <10 83 150 !50 <0.30 J.7 <5.0
<LO <10 ~, 160 170 <0.30 3.6 <5.0
<l.O <10 <50 32 59 <0.30 <3.0 8 <1.0 <JO <50 ]9 56 <0.30 <10 <5.0 <\.0 <10 <50 l I 51 <0.)0 <3.0 <5.0 <1.0 <10 <50 44 54 <0.JO J.6 10 <1.0 <10 JI 10 21 <O.JO <lo <5.0
2.1 <10 <50 i.5 <20 <0.)0 <3.0 <5.0 <1.0 <10 <50 <5.0 <20 <0.)0 <lO <5.0
<l.O <10 <50 <5.0 <20 <0.30 <J.O <5.0
<1.0 <JO <50 <5.0 <20 <O.JO <lO <5.0
<1.0 <10 <50 <5.0 <20 <0.)0 <3.0 24 <1.0 <10 <50 <5.0 <20 <0.30 <3.0 <5.0 <1.0 <10 <50 <5.0 <20 <0.30 <J.O <5.0
<1.0 <10 <50 <5.0 <20 <0.30 <lO <5.0
<1.0 <10 39 <5.0 <20 <0.30 <lo 8 <1.0 <10 <50 <5.0 <20 <0.30 <lO <5.0 <1.0 <10 <50 <5.0 <20 <0.30 <3.0 <5,0
<1.0 <10 <50 <5.0 <20 <0.30 <J.O <5.D
<LO <10 <50 <5.0 <20 <O.JO <3.0 <5.0
<1.0 <10 <50 ;9 <20 <0.JO <3.0 <5.0 :'\A :,;'A :,..'A ]6 :,..'A <0.30 :'\A '.\A <LO <10 <50 5.4 <20 <0.JO J.1 '.'.S <l.O <10 <50 <5.0 <20 <0.30 <3.0 <5.0
<1.0 <10 <50 6] <20 <0.30 <3.0 25 <1.0 <10 <50 <5.0 <20 <0.30 <3.0 <5 <1.0 <10 <50 <5.0 <20 <0.JO <J.O <5
<1.0 <10 <50 <5.0 <20 <O.JO <lO <5 <1.0 <10 56 <5.0 <20 <0.30 <3.0 <5
<1.0 <10 <200 <15 <20 <0.30 <J.O <5.0
<l.O <10 <200 <5.0 <20 <0.JO <J.O <5.0 <1.0 <10 <50 <5.0 <20 <0.30 <3.0 NA
<1.0 <10 <50 <5.0 <20 <0.30 <3.0 <5.0
<1.0 <10 <50 <5.0 <20 <O.JO <J.O <5.0
<1.0 <10 <50 9.2 <20 <0.JO <J.O <5.0
<1.0 <10 <50 6.7 <20 <0.30 <lO <5.0 <1.0 <10 31 <10 <20 <0.30 <3.0 <5.0
<1.0 <10 <50 6.2 <20 <0.J0 <3.0 <5.0
<1.0 <10 <50 <5.0 <20 <0.JO <3.0 <5.0
<1.0 <10 <50 <5.0 <20 <0.30 <3.0 <5.0
<!.O <10 <50 <5.0 <20 <0.30 <3.0 <5.0
<1.0 <10 <50 <5.0 <20 <O.JO <J.O <5.0
<1.0 <10 <50 <5.0 <20 <O.JO <J.O <5.0
<LO <10 <50 <5.0 <20 <0.30 <3.0 <5.0 <1.0 <10 <50 <5.0 <20 <0-30 <3.0 <5.0
1000 ,o 1000 50 5000 "
-- -- --- -
l,"bloro-1.1-Dichlorn-1,1-Dich!oro-Ciiltrans-1,2-.\1cthylcnc
Sampk lJatc form ethane cthcnc Dichlorocthcnc chloride
Location (uiz/L) (u!!.IL) (uiz/L) (uiz/L) (u11:IL)
U/L Effiucm 7/ll11999 <LO <LO <1.0 <1.0 <2.0
R'S/1999 <].0 <1.0 <1.0 <1.0 <2.0
9 9'1999 <1.0 <LO <1.0 <1.0 <2.0
10'1411999 <1.0 <1.0 <1.0 <1.0 <2.0
11/311999 <1.0 <1.0 <1.0 <\.() <2.0
1213/1999 <1.0 <1.0 <l.O <1.0 <2.0
211712000 <1.0 <1.0 <LO <1.0 <2.0
319'2000 <\.O <1.0 <1.0 <1.0 <2.0
4'7/2000 <1.0 <l.O <1.0 <1.0 <2.0
5.'R12000 <1.0 <1.0 <1.0 <1.0 <2,0
6,9'2000 <1.0 <l.O <1.0 <1.0 <2.0
71712000 <1.0 <1.0 <1.0 <l.O <2,0
8/2/2000 <l.O <1.0 <1.0 <1.0 <2.0
912:512000 <l.O <1.0 <l.O <LO <2.0
\0'1212000 <1.0 <1.0 <l.O <1.0 <2.0
Ill 812001 ... :,,.:01 Swnpled System
412412001 <1.0 <l.O <1.0 <1.0 <2.0
5/312001 <J.0 <1.0 <1.0 <1.0 <2.0
7/2012001 <1.0 <1.0 <1.0 <1.0 <2.0
JO,'IR120{)1 <1.0 <1.0 <1.0 <1.0 <2.0
1212812001 <l.O <LO <1.0 <1.0 <2.0
111512002 <l.0 <1.0 <1.0 <1.0 <2.0
713 1/2002 '.\'01 Swnpled S}stem
10:3012002 <LO <l.O <1.0 <1.0 <2.0
l/2812003 <1.0 <LO <1.0 <1.0 <2.0
41312003 <1.0 <1.0 <1.0 <1.0 <2.0
7/10'2003 <1.0 <1.0 <LO <J.O <2.0
10'30.12003 <1.0 <1.0 I <LO <2.0
1/1312004 <l.O <LO ,., <2.0 <5.0
4'512004 <LO <1.0 <1.0 <2.0 <5.0
6'2.812004 ;-,.·01 Swnplcd S)stcm
1(1'21/2004 <1.0 <1.0 R.5 LO <5.0
1127/2005 <1.0 <1.0 <1.0 <2.0 <2.0
5/412005 <1.0 <1.0 <1.0 <LO <2.0
8125'2005 <1.0 <1.0 <LO <1.0 <2.0
10']012005 <l.O <LO <1.0 <LO <2.0
1/2812006 <1.0 <LO <1.0 <1.0 <2.0
4/]0'2006 <1.0 <1.0 <1.0 <1.0 <1.0
8.12/2006 <1.0 <1.0 <1.0 <1.0 <2.0
RPS. J::,00 ' ,o
RPS: Remediation Pcrfommncc Standard
'.\A: :\"'ot AnalY7.ed
!!!!!!!!I l!!!!!!!I
TABLE 4 (Pai.:c 2 of 2)
EFFLUE;'\'T A1111l)'tical Results
UPPER/LOWER :\IACOS
.\facoo Dockery Site
Richmond C[)Uflty. ~orth Carolina
Tc1rachloro-I 1, 1-Trichloro-Trichloro-
cthcnc ethane cthcnc
(m!lL) (ulllL) (ug1Ll
<LO <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <LO
<LO <1.0 <1.0
<1.0 <i.O <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<].0 <1.0 <1.0
<l.O <].0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <l.O <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
Down ... ...
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
Down
<1.0 <].0 <1.0
<1.0 <1.0 <1.0
<LO <1.0 <1.0
<\.0 <1.0 <1.0
<1.0 <1.0 <1.0
1., <1.0 <1.0
1.6 <J.0 <1.0
Dov,n
1.J <LO <LO
<l.O <1.0 <LO
<l.O <].0 <1.0
<LO <1.0 <1.0
<1.0 <1.0 <LO
<\.O <l.0 <l.O
<1.0 <1.0 <1.0
<LO <1.0 <l.O
200 2.8
l!!!l!!I l!!!!!!I
TolllCllC Chromium Barium
(ugil) (uglL) (uiz/1.)
<l.O <IO <50
<LO <IO <50
<1.0 <10 <50
<LO <IO <50
<1.0 <10 <50
<1.0 <IO <50
<1.0 <10 <50
<1.0 <IO <50
<1.0 <10 <50
<LO <IO <50
<1.0 <10 <50
<1.0 <IO <50
<1.0 <10 <50
<1.0 <IO <50
<1.0 <IO <50
:,,.:01 Swnpled
<1.0 <10 <50
<1.0 <IO <50
<1.0 <IO <50
<1.0 <10 <50
<1.0 <10 <50
<1.0 <10 <50
:,,.:01 Sampled
<1.0 <10 ,~
<1.0 <10 <50
<1.0 <10 <50
<1.0 <IO <50
<1.0 <IO <50
<1.0 <JO <50
<1.0 <IO <50
:,,.:01 Swnplcd
<1.0 <10 <50
<1.0 <IO <50
<1.0 NA 30
<l.O <5.0 34
<l.O <5.0 37
<l.O <5.0 35
<1.0 <5.0 5.li
<1.0 <5.0 36
!000 ,o 1000
I!!!!! l!!!!!I II!!!!
Suspended
.'v!anganc~ Zinc Cadmium Luid Solid~
(ug/L) (ug/1.) (ug./Ll (uglL) (mg.IL)
<5.0 <20 <0.JO <3.0 <5.0
47 <20 <0.30 3.7 <5.0
<5.0 <20 <0.30 <3.0 <5.0
<5.0 <20 <OJO <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
<5.0 <20 <0.30 <3.0 <5.0
<5.0 <20 <OJO <3.0 <5.0
<5.0 <20 <0.30 <3.0 <5.0
<5.0 <20 <0.30 <3.0 <5.0
20 <20 <0.30 <3.0 <5.0
<5.0 <20 <0.30 <3.0 <5.0
<5.0 27 <0.30 <3.0 <5.0
<5.0 <20 <0.30 <3.0 <5.0
System Down ...
<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 <OJO <3.0 <5.0
<5.0 <20 <0.30 <3.0 <5.0
<5.0 <20 <0.30 <3.0 <5.0
System Down
<5.0 <20 <0.30 <3.0 <5.0
JO <20 <0.30 7.5 7
11 <20 <0.30 <3.0 <5.0
JO <20 <0.30 <3.0 <5.0
18 <20 <0.30 <3.0 <5.0
29 24 <0.30 <3.0 20
<5.0 <20 <0.30 <3.0 <5.0
S~·stem Dmim
<5.0 <20 <0.30 <3.0 <5.0
<5,0 <20 <0.30 <3.0 <5.0
NA <20 <0.30 <1.5 <5.0
<5.0 <20 <0.30 ~A <5.0
<5.0 <20 <0.30 <1.5 <5.0
<5.0 <20 <0.30 <1.5 <5.0
<5.0 37 <0.30 <1.5 <5.0
<5.0 <20 <0.30 <1.5 <5.0
,o 15
- - -- --
I I -Dil:hloro-J 1 -Dichiaro
Sample Uuc ethane cthcnc
Location (ulUL) (u11/L)
UD lntlucnt 211J!J9'l6 " l50E
2113/!996 7.7 130
2/!4-'!996 43 !NE
2/1411996 6.5 100
21!4119% 4.4 120E
21\4'[996 4.0 I JU
2115/1996 4.5 IJOE
211511996 5.5 140
2/!(~'1996 7.5 160
211711<1% 5.7 JS0E
2./17119'16 5.5 120
21221)996 5.4 ISOE
2/2211996 4.9 96
2/2811996 6.4 200E
2128!\996 6., 240
3/S/!996 5.2 130
41311996 ].6 !60E
41)/\996 3 92
5/311996 4 130
61511996 2 ! 10
7/111996 2 77
811/1996 6.1 220
l l/711996 <10 240
11/711996 ;,,;A :-;'A
2.15/1997 <25 JOO
5/1411997 <1.0 56
8/7119'17 <1.0 39
I I/IJ/\<197 <2 8'
215119'18 <1.0 74
517119<18 <5.0 110
7/WJ998 <5.0 69
8/711998 <:5.0 120
I l/4'!998 <=5.U 140
2111/l<l<l9 <:5.0 75
511211999 <5.0 110
8/5/19'19 <5.0 I HI
111311999 <5.0 150
5/9/2000 <5.0 J,4
8/3/2000 <5.0 62
1/!VitlOI <5.0 76
7/1112001 10 68
l/16'2002 <5.0 " 7/3112002 <10 220
l/28'2003 :--OT
7/!().'2003 <5.0 160
1/1312004 58 98
Remedmuori Performance S1 ' 3_()()
- --l!!l!!!I l!!!!!!!!!!!I l!l!!I 1!!!!!!!!11
TABLE 5
Influent Analytical Results
Upper Dockery
Macon/Dockery Site
Richmond County, North Carolina
l!!!!I
Cis,tnrns-1,2-Tctrachloro-I 1.1-Trichloro-Trichloco-Total
Dichlorocthcnc cthcnc ctlli.nc cthlcnc Toluene Xylene~ Acc1ooc Chromium Barium
(u11ILJ (u11IL) (u~IL) (ug/L) (uglLJ (U!!/U (ug/LI (lJ!,?.IL) (u11,IL)
1.3 1.3 54 8 3 3 I <JO 2IJ n
<1.0 <l.O 33 <l.O <1.0 <3.0 <]() <10 <50
1.2 <LO 55 -U <1.0 <3.0 <IO 12 53
<1.0 <1.0 34 53 <LO <3.0 <]() <10 <50
1.4 1.3 50 7.9 <1.0 <3.0 <10 II 54
<LU <LO 4' 7.8 <1.0 <3.0 <JO <10 <50
1.2 1.4 54 8.3 <1.0 <3.U <JO 19 81
2 <!.() 56 8.6 2.8 <3.0 <](J <10 <50
<1.0 <I.() "' JO <l.U <3.0 <JO II 57
l.i 2 I 62 9.4 <l.U <3.0 <]() <[() 55
<LO <I.() 42 6.4 <1.0 <3.0 <10 <10 <50
1.4 <LO 52 5.7 <1.0 <3.U <10 13 <50
<LO <1.0 48 5.5 <l.O <3.0 <JO <IO <50
1.9 I 19 5.] <LU <3.0 <l0 II <50
<LO <1.0 ~I <1.0 <l.0 <3.0 <JO <J(J <50
l.i <1.0 55 3.8 <LU <3.0 <10 <10 <50
LI 1.6 38 5.6 <1.0 <3.0 <lO II 52
<1.0 <l.O 25 3.9 <1.0 <3.0 <10 <J() <50
<1.0 <l.O 38 4.8 <l.0 <3 0 <10 16 58
<1.0 <1.0 5.2 <1.0 2.8 <J.O <IO <IO <50
<1.0 <1.0 25 J.6 <1.0 <J.O <l(l <JO <50
<5.0 <5.0 52 5.7 <5.0 <15 <50 II <5()
<10 <JO 54 <JO <JO <30 2100 19 61
:,;'A ;,;'A "' ;,,;A :-;'A :-;'A 150* NA :-:A
<25 <25 JI <25 <25 <75 <250 12 51
<1.0 <1.0 16 3.5 <1.0 <3.0 <JO <l(J " <1.0 <l.U 13 2.2 <1.0 <3.0 <IU <JO <50
<2 <2 16 4.2 <2 <6 <20 14.7 55.6
<].0 <:1.0 18 7.3 <1.0 <3.0 <:J(J 42 65
<5.0 <5.0 24 <5.0 <5.0 <15 !I() 16 50
<5.0 <5.0 17 <5.0 :--s :\"S ;,,;s ;,,;s ;,,;s
<5.0 <5.0 20 6.4 <5.0 <5.0 <50 IJ 50
<5.0 <5.0 21 <5.0 <5.0 <15 <50 23 93
<5.0 <5.0 IJ 7.0 <5.0 <15 <50 II 62
<5.0 <5.0 2IJ 94 <5_1) <15 <50 IJ 59
<5.0 <5.0 D 5.0 <5.0 <15 <50 14 66
<5.0 <5.0 26 5.0 <5.0 <15 <50 IJ 60
<5.0 <5.0 8.9 <5.0 <5.0 <15 <50 14 65
<5.0 <5.0 JO <5.0 <5.0 <15 <Sil <JO 77
<5.0 <5.{) 12 <5.0 <5.0 <15 <50 <](J 110
<5.0 <5.0 14 9.9 <5.0 <15 <50 31 ]!()
<5.0 <5./J '!.8 <5.U <5.0 <15 <50 <10 93
<JO <10 21 <JU <IO <30 <100 <IO 54
SAI.IPLED SYSTE.'v! IX)W'.\ SOT
<5.0 <5.0 14 5.7 <5.U <15 <50 <JO 91
<JO <5.0 5.5 24 <5.U <10 <120 <;;!() 52
-,o !000 400 J()()f)
l!!!!!I
Munga-
ncsc Zinc Lead Su~pcndctl Solids
(uglL) (ug1L) (uglL) (m11.!Ll
J,4 3J 3.1 51
<5.0 <20 <J.U <5.0
14 <20 <3.U 52
<5.0 <20 <3.0 <5.0
14 <20 <3.0 <5.()
<5.0 <20 <J.U <5.0
53 <20 <J.0 <5.1)
<5.0 <20 <3.0 <5.0
II <20 <3.0 <5.0
I 2 <20 <3.U 8
<5.0 <20 <3.0 <5.U
IJ <20 <3.0 <5.0
<5.0 <20 <3.0 <5.0
7.7 <20 <].0 <5.0
<5.U <20 <3.0 <5.U
<5.0 <20 <3.0 ' <5.0 <20 <3.0 <5.0
<5.0 <20 <3.0 <5.0
<5.0 <20 <J.0 <5.0
<5.0 <20 <3.0 <5.0
<5.0 <20 <3.0 5
5.5 <20 <3.0 10
9.5 <20 <3.0 <5.0
;,,;A :-.A ;,,;A :--A
<5.0 <20 <3.0 <5.0
5.3 <20 <3.0 <5.0
<5.0 <20 <3.0 <:5.0
10.3 <20 <3.0 <5.()
78 <20 <3.0 36
58 <20 <3.0 <5.0
;,..•s :-.s :--'S NS
<:5.U <20 <3.0 <5.U
61 <20 <3.0 96
<5.0 <20 <3.0 8.0
7.2 <20 <3.0 '" <5.0 <20 8.9 <5.U
<5.0 <20 <3.0 <5.0
<5.0 <20 <3.0 <5.0
<5.U <20 <3.0 <5.0
32 <20 <3.0 <5.U
74 <20 3.J 2811
65 <2IJ <3.0 <5.0
<5.0 <20 <3.U j
SA.\!PLED SYSfE.\-1 oow;,,;
6.1 <20 <3.0 <5.()
<5.0 <21) <3.0 9
' _uoo ' L
-- ---
!. I -l)ichlor<)-J l -Dichloro
Sample Dntc ethane c1hcnc
l.ocmion (uv1L) (u1t.lL)
6128120()4 6.6 120
1/2712005 Ill 73
812512(){)5 13 46
J/2Sl2(Hl6 <1.0 98
lj/212006 15 94
" Rcmcd1,1tm11 I crlormancc S1
- - - - - --
TABLE 5
Influent Analytical Results
Upper Dockery
Macon/Dockery Site
Richmond County, North Carolina
-
Cis,mms-1.2-Tctr~chlom-1,1 1-Trichloro-Trichlnro-Total
Dichlorocthcnc cthcnc cthmc cthlcnc Toluene Xvlcnc~ Acetone (Jiromium Burium
(ul!/L) (1w1L) (uoiL) (uoll.) (u<1L) (~"IL) (u11:IL) (ug/1,) (m!/L)
<10 <5.U 7.9 19 <5.0 <10 <120 10 54
7.3 <3.0 4.6 20 <2.0 <J.O <:]() <10 68
9.7 <1.0 2.6 " <l.O <J.O <]() II 70
7.5 <1.0 5.4 1, <1.0 <J.O <JO 7.4 X9
13' <l.O 4.3 33 · <l.O <3.0 <10 7.3 100
" ,O 200 \(MIO 400 1:,00
--liiiil
,\langa-
nc-;c Zinc Lead Suspcnd..-d Solids
(uu/L) (u~IL) /u<1IL) (tn~IL)
<5.0 <211 <J.O <5.0
<5.0 <211 <3.U <5.0
<5.0 <211 NA <5.0
<5.0 <2•1 <1..5 <5.0
13 <:W <1.5 5.0
5000 1,
-----
Saf"llllc °"" Ch!orofonn
Locuion (uWLl
LD Influent 2/13/1996 I.I
2114119% I.]
2/1411996 <LO
2/!411996 1.6
21)41)996 <1.0
2/15/1996 L2
2/16/}996 J3
2/22/1996 2.5
2128/1996 1.2
2/2K/1996 <1.0
3/8/1996 2
413/1996 <1.0
5/311996 <!.O
6/5/1996 <!.O
8/J/J 996 <2.0
11/7/1996 <2.0
3/12/1997 <5.0
5/l4119'17 <LO
8/7/1997 <LO
! J/1311997 <LO
2/5/l998 <LO
51711998 <1.0
817/1998 <1.0
11/411998 <1.0
•2111199 <1.0
5/12/1999 <1.0
8/51!999 <l.U
11/2/1999 <1.0
519/2000 <1.0
813/2000 <1.0
1/18/2001 ..
7/l 112001 ••
9/21/2001 <1.0
1116/2002
7/31/2002
1/2812003
J/1412003 <1.0
7/l012003 <LO
l/!3/2004 <].(I
6/28/2004
Remcdfauon Perfonmince St:
NA -Not Analyzed
ugJl.. -micrograms per liter
OUP -Oup(icate
I
I, I -Dichiaro-! . I -Dich!oro-
ethane cthcnc
(u\l/L) (uv:ILJ
80 33
l\OE 4]
80 IJ
94E 39
64 16
" J2
95 J5
5.8 100
9JE JJ
92 J5
110 47
79 J6
71 JO
67 J2
" 27
69 " 66 21
62 25
47 15
JJ I]
J4 7.4
J2 ,.,
J9 7.6
J4 7.J
22 4.6
29 5.0
22 J.6
14 2.6
20 2.9
2J 2.5
System Dol',n
System Do=
<1.0 I <!.O I
System Do=
System Down
System Do=
18 4.5 ,., <LO ., <LO
Sy$tem Suspended
]5()()
-
Cisltrans-l,2-
Dkhloro..:lhtnc
(u11/LJ
<LO
<LO
<LO
1.8
2.2
1.7
2.6
<\.()
<LO
<1.0
<1.0
<1.0
1.7
I.I
<4.0
<2.0
<5.0
<1.0
<LU
<1.0
<l.O
<LU
<1.0
<J.0
<J.0
<1.0
<1.0
<LO
<1.0
<LO
Not
Not
<I.() I
;,.;ot
Not
No<
<1.0
<l.U
<2.0
No<
70
- -
TABLE 6
Influent Analytical Results
Lower Dockery
Macon/Dockery Site
Richmond County, North Carolina
Methylene l,l,1-Trichloro-Trichioro-
-
chloride ethane cthk:nc Benzene
(UIZIL) (u11/LJ (uWLl {uvlL)
<2.0 4() 6.4 <2.0
<2.0 ]7 8b <2.0
<2.0 15 <5.0 <2.0
1.7 J9 • <2.0
2.5 18 6b <2.0
<2.0 29 8.4 <2.0
<2.0 JI 8.7 <2.0
<2.0 ,. 52 1.,
<2.0 JO 7.4 <2.0
<2.0 J-0 6.4 <2.0
<2.0 J4 6.7 <2.0
<2.0 " 6b <2.0
<2.0 40 5.4 <2.0
2 42 52 <2.0
<2.0 54 5.9 <2.0
<4.0 " ,. <2.0
<IO 2J <iO <5.0
<2.0 2J 62 <1.0
<2.0 1, 4.1 <l.O
<2.U 12 J5 <l.U
<2.0 14 25 <l.O
<2.0 IJ Jb <1.0
<2.0 I] 2b <!.O
<2.0 9.4 1.9 <LO
<2.0 6., IS <1.0
<2.0 II 20 <LO
<2.0 JO lJ <I.()
<2.0 4.4 111 <1.0
<2.0 7.4 <1.U <1.0
<2.0 12 <1.0 <1.0
Sampled .. ...
Sampled .. ...
<2.0 I <1.0 <1.0 <1.0 I
Sampled
Sampled
Sampled
<2.U 5.1 lJ <LO
<1.0 I <I.ti <LO
<5.0 <LO <i.O <LO
Sampled
- - - -
Total Suspended
Toluene XylcnC!i 01romium Barium Mimga-ncsi Zinc Cadmium Solid.,;
(u11/L) (uiilL) (···'LI {u11/L) (ua/L) (ua/L) (u11IL) (lJil.lL)
17 <J.O <IO <50 260 270 <0.J0 <5.0 ,., <J.O <IO <50 250 120 <O.JU <5.0
<2.0 <J.O <IO <50 <5.0 <20 <0.]0 <5.0 ,., <J.0 <10 <50 240 110 <0.30 <5.0
6.5 <J.O <IO <50 <5.0 <20 <0.30 <5.0
5.] <J.11 <IO <50 200 '4 <0.30 <5.0
4.J <J.O <IO <50 190 ,1 <0.30 <5.0
IJ 14 14 <50 2'-0 240 <0.30 <5.0
I.) <].0 <IO <50 120 77 <0.30 ' . <2.0 <J.O <IO <50 <5.0 <20 <0.30 <5.0
<2.0 <J,U <IO <50 95 JO <0.30 <5.0
<2.0 <3.0 <JO <50 160 J9 <0.30 <5.-0
<2.0 <l.O <IO 16 6J 200 U.91 <5.0
2.5 <J.O <IO <50 2]0 46 <0.30 <5.0
<2.0 <6.0 <JO <50 110 <20 <0.30 5
<2.0 <6.0 <IO <50 2]0 <20 <0.30 <5.0
<5.0 <!5 <IO <50 76 <20 <U.30 <5.0
<1.0 <3.0 <IO <50 150 <20 <0.30 <5.0
<1.0 <3.0 <IO <50 llO <20 <0.30 <5.0
<1.0 <3.0 <IO <50 200 <20 <I <5.U
<1.0 <].0 <IO <50 340 <20 <0.30 71
<1.0 <J.O <IO <50 240 .qo <0.30 <5.0
<1.0 <J.O <IO <50 210 <20 <0.30 <5.0
<1.0 <J.O <IO <50 270 <20 <U.30 J7
<].0 <J.O <IO <50 260 <20 <0.30 <5.0
<l.O <J.0 <IO <50 ISO <20 160 <5.0
<l.O <J.O <IO <50 61 <20 <0.30 <5.0
<LU <J.O <IO <50 140 <20 <0.30 <5.0
<!.U <J.O <10 <50 70 <20 <0.30 <5.0
<LO <J.O <JO <50 180 <20 <0.30 <5,()
System Dowa !'liot Sampled ...
System Down Not Sampled ...
<!.U I <3.0 I <10 I <50 I <5 I <20 <0.30 <5.0
System Down Not Sampled ...
System Down Sot Sampled
System Dowa Not Sampled
<LU <2.0 <IO <50 200 <20 <0.30 <5.0
<LU s:J.U <!I) <50 170 <20 <U.30 <5.0
<1.0 <2.0 <!O <50 76 <20 <0.30 I]
System s,spcndcd Nm Sampled
1000 400 !000 50 5000
--- -
1,1 -Dichlo10-! , ! -Dichloro-
Sa~lc Da<o Oiloroform ethane cthcnc
l.,ocuion (u11IL)
1/28/2005
1!/25/2005
1/28/2006
1!/2/2006
Rcmcdinuon Performance Su
NA -Not Analyzed
ug/L -micrograms per liter
OUP -Duplicate
lu!ZIL) (u~Ll
System su.~pcndcd
System ""'"'"""' System su.~rcoocd
System S1.1.'!pcndcd
3500
-
Cis'tmns-1,2-
Dichloro-cthcnc
(u"'Ll
NOi
Not
NOi
N"'
70
---
TABLE 6
Influent Analytical Results
Lower Dockery
Macon/Dockery Site
Rlchmond County, North Carolina
Methylene I, I, 1-Trichloro Trichloro-
-
chloride cthnnc cthlcnc Benzene
(u"IL) (u'1/L) {uw'L) (m•IL)
Sampled
Sampled
Sampled
Sampled
5 200
-- - -
==
Toml Suspended
Tolucn:;, Xylene.« Oiromium Barium Mnnga-ncsc Zinc Cadmium Solids
(u11/LJ (u,ilL) (w1/L) (ulllLJ {ulVLJ {u.,/L) (Ullil) (mVL)
S)·stcrn Suspcnocd Not Sampled
System. Su~cndcd Not Sampled
SystC:Ill Suspended No, Sampled
System Suspended Not Sampled
IOOO 511 1000 50 500(/
;;;;;a liiiii1 liiiil liiiil
Sample Date Ch!orofonr
Locru:ion '•-IL)
UMSA lnfiucll 2/\J/1996 <1.0
2/1411996 I.I
2/!4'1996 <J.0
21!5/1996 <1.0
2116'1996 <1.0
2117/1996 <l.U
2/22/1996 I.I
2128/1996 <1.0
3il!/J996 <LO
413/1996 <LO
5/311996 <1.0
615/1996 <!.()
7/1/1996 <l.O
7/JU'J996 <1.0
linl1996 <J.O
2/4/! 997 <LO
(DUP) 2/41\997 <J.O
5/12/1997 <LO
COUP) 5/12/1997 <1.0
8/7/1997 <LO
IJ/lJ/1997 <2.0
2/5/1998 <2.0
5/7/1998 <2.0
li/7/1991! <JO
l l/4/199l! <JO
2/l 1/1999 <JO
5/13/1999 <25
li/5/1999 <25
I !/211999 <25
2/16'2000 <2.0
5/8/2000 <JO
li/2,2000 <JO
l/l!V2001 <JO
7/11/2001 <25
1/15/2002 <25
7/3U'20(J2 <25
l/2!V2003
3/141200] <25
7/10.200] <2.0
!/!]/2()(14 <10
6/28/2004 <JO
1127/2005 <1.0
l!/25/2005 <].()
l/2K/2006 <1.0
li/2/2006 <LO
lleme<hatu>fl P.,-fo,manc, Studard
NA -Not Analyzed
ug/L -micrograms per liter
DUP -Duplicate
I, I-Dichiaro-
ctbaoc
(U!I/L)
15
\4
II
12
7.5
9.1
JO
9.H
7.6
5.5
4.H
!.7
].8
7.9
7.2
3.0
l.4
3.8
4.6
!LO
'-'
12.0
11.0
<JO
<JO
16
<25
<25
<25
59
18
<JO
<JO
44
<25
<25
NOT
<25
14
<JO
<JO
9,9
JO
17
7.6 ·
' 0500
iiiil iiiiil
l,l-Oichloro-Cis/trun~-1,2-Tctmchloro-
cthcnc Dichlom-ctbcnc cthcoc
(u!I/U lu!l/L) (ull/LI
14 19 16
II JO 7.J
14 II I 7
14 II I'
21 I 7 14
18 16 II
17 16 15
16 JJ 12
JO Ill 7.7
16 8.5 7.4
12 6.9 5.7
22 6 <1.0
II 6.9 4.H
15 JO 6.4
9.2 7.5 2.J
27 7.8 2.J
25 6.2 1.8
26 16 H.9
21 16 8.2
55 23 12
72 12 8.7
I JO 21 II
67 15 JJ
120 <JO <20
180 <JO <JO
370 12 JO
380 <25 <25
490 <25 <25
480 <25 26
32 37 <2.0
I JO 26 <JO
40() <JO 49
75 JO <JO
JJO 57 " 570 6(\ 27
420 52 <25
SAMPLED SYSTEM OOWN
530 7J 40
49 4.7 <2.0
160 " 16
180 22 JJ
96 20 20
55 16 12
" 17 22
71 JJ JJ
70
---
TABLE 7
Influent Analytical Results
Upper Macon Source Area
Macon/Dockery Site
Richmond County, North Carotina
l. l, 1-Trichloro-Trichloro-Vinyl ,.,.~ cthlcnc chloride
tuolL) l1r~' (u11ILJ
5.9 2l <1.0
72 JU <LO
6.1 11 <1.U
5.9 16 <1.0
9.1 25 <LO
7 24 <1.0
7.6 25 <1.0
5.8 21 <LO
4.\ 16 <1.0
5.4 18 <1.0
<LO 12 <1.0
6 \] I.I
4.J 12 <1.0
4.2 JJ 4'
].4 JO 2 ,., 15 <1.0
7.9 14 <!.O
5 22 <!.O
3.7 Ii <1.0
6.9 11 <1.U
12 JJ <2.0
24 11 6.6
16 JI 6.6
22 <JO <JO
23 <JO <JO
57 14 <JO
61 <25 <25
78 <25 <25
69 <25 <25
<2.0 2.5 54
<JO <JO <JO
54 <JO <JO
<JO JO <JO
42 26 <25
25 <25 <25
<25 <25 <25
<25 <25 <25
<2.0 J.l <2.0
<JO <!() <JO
<JO <JO <JO
4.H HJ u
J.J 9.3 <1.0
l.9 7.0 <1.0
2.6 · 5.l . <I.()
200 2.!
Bcnxcnc
(uitiL)
<LO
1.5
I
J.J
<1.U
<],()
<l.O
<1.U
<l.O
<l.U
<1.0
<l.0
<LU
<1.0
<1.0
<LU
<LO
<LO
<J.U
<LO
<20
<2.0
<2.0
<JO
<JO
<JO
<25
<25
<25
<2.0
<JO
<JO
<JO
<25
<25
<25
NOT
<25
<2.0
<JO
<JO
<LO
<1.0
<1.0
<1.0
--
Toluene Chranium Barium
lu11IL) (u~IL) (uu/L)
1.9 <JO 140
<1.0 <JO I JO
<1.U <JO I JO
I <JO JOO
<1.0 <JO \ 2()
<1.0 <JO I JO
<1.U <JO 120
<l.U <10 \JO
<1.0 <JO \JO
<l.U <JO \JO
<1.0 <JO 97
J.6 <JO \JO
<1.0 II \ JO
<1.0 <JO \JO
I <JO 140
<1.U <JO 150
<1.0 <JO 140
<l.U <JO 120
<l.O <JO 150
<l.U 34 210
<2.0 <JO JJ9
<2.0 <JO I 90
<2.0 <JO 190
<JO <HJ 180
<JO <10 180
<JO <JO 200
<25 <!O 160
<25 <JO 140
<25 <JO 180
<2.0 <\() 290
<JO <JO 350
<JO <JO 170
<JO <\() 98
<25 <JO 360
<25 <JO 340
<25 <JO 34')
SAMPLED SYSTEM
<25 <JO 340
<2.0 <JO 370
<JO <10 \~)
<JO <JO 180
<LU <JO 21Kl
<J.() <5.0 \JO
<1.0 5.7 I 70
<1.0 41· 230·
1000 50 1000
---.. 1111
.'Aang:i-Sll1Jlcndcd
a= Zinc Cadmium Lead Mcn:ul) Solids
(ug/L) ru.,/L) (u11/L) (u<>/Ll /ull/L) /m11/LI
JOO 55 <0.30 3.5 <1 21
180 <2\1 <U.30 <3.0 <2 <5.0
160 2\\ <U.30 <3,0 <1 <50
14<1 <20 <0.)0 <3.0 <1 <5.0
\6(\ <20 <0,30 <3.0 U.22 <5.0
I JO <20 <0.30 <3.0 <.2 <5.U
65 <20 <U.30 <3.0 <1 <5.0
52 <20 <0.30 <3.U <2 7
41 <20 <0.30 <3.U <2 <5.0
27 <20 <0.30 8.2 <2 <5.0
21 <20 <0.30 <3.0 <.2 <5.0
19 <20 <0.30 <3.0 <.2 5
JJ <20 <O.JO <J.O :-,A 5
JJ <20 <O.JO <J.O NA 6
9.8 <20 <0.30 <J.O NA JO
24 <20 <O.JO <J.O NA 36
I 7 <20 <0.30 <3.0 NA <5.0
68 <20 <0.30 <3.0 NA <5.0
55 <20 <O.JO <3.0 NA 5
93 <20 <0.30 7.4 NA :-:s
<5.0 <20 <\ <3.0 NA <5.0
16 <20 <U.30 <J.O NA <5.0
50 <20 <U.30 <J.O :-.A <5.0
34 <20 <0.30 <3.0 NA <5.0
22 <20 <U.30 <J.O !'.A 5
25 <20 <0.30 <3.0 NA <5.0
14 <20 32 <J.O NA <5.0
12 <20 <U.30 5.9 NA <5.0
JJ <20 <0.30 <3.0 :-.A <5.0
5J <20 <O.JO <J.O NA <5.0
76 <20 <0.30 <J.O NA <5.0
JJ <20 <U.30 <J.O !'.A <5.0
<5.0 <20 <O.JO <3.0 NA <5.0
<5.0 <20 <0.30 <J.O NA <5.0
5.2 <20 <0.30 <J.0 ;'\A <5.0
<5.0 <20 <O.JO <J.O NA <5.0
DOWN
<5.0 <20 <0.30 <J.O <0.20 <5.0
93 96 <0.30 <3,0 NA <5.0
<5.0 <2\\ <0.30 <3.0 NA 7
<5.0 <20 <U.30 <J.O M <5.0
JO <2\1 <0.30 <3.0 NA <5.0
<5.0 <20 <0.30 NA NA 6.0
6.7 <20 <0.30 <LS NA <5.0
530 · 22 · <U.30 5.5 NA 7.0-
50 50\)(\ 15 I.I
== liiiiiil liiiiliD
Sample """ Chloro-form
Location (u21L)
UM !nfiucm 2/22/1996 6
2/23/1996 3
2/2411996 1.4
2/25/1996 u
2/28/1996 3.5
]l/l/1996 <LO
)/1611996 <1.0
41)/1996 <1.0
615/1996 <1.0
7/1/1996 <1.0
7/30/1996 <LO
I ln/1996 <1.0
2'4'1997 <1.0
5/12/1997 <I.U
R/i/1997 <LO
I 1/13/1997 <1.0
215/19911 <1.0
5/7/1998 <1.0
11/7/19911 <1.0
IJ/4119911 <1.0
2/1 ]/1999 <LO
5/13/1999 <1.0
815/1999 <LO
l l/3/1999 <J.O
2/16/2000 <1.0
5/1112000 <1.0
8/2/2000 <1.0
l/18/2001 ...
7/11/2001 <5.0
1/15/2002 <2.0
7/31/2002
]/211/2003 <1.0
7/10/200] <l.0
1113/2004 <5.0
6128/2004
]/27/2005 <1.0
8/25/2005 <1.0
1/28/2006 <1.0
81V2006 <!.0
Remediation Pcrformaocc St I
NA -Not Analyzed
ug,t -rricrograms per liter
OUP -Duplicate
-liliiil liiiil iiii1
! . I -Dichloro -l,! -Dichlon Cis.itrnn<;-I ,2-Methylene
cthanc ctoc~ Dichlorocthcnc chloride
(ulULl {uiVL) (uwL) (uiuLl
41 1.6 5.R <2.0 4.5 1.6 6.4 <2.0 4.6 ,., 6.4 <2.0
<1.0 2.2 6.6 <2.0
5.R 1.4 R.6 <2.0
4.7 I R.6 <2.0
5.5 LR 9.2 <2.0 4.4 1.6 6.6 <2.0 4.9 ,., 7 .7 <2.0
3.R I.I 6.1 <2.0
41 2.1 R.6 <2.0 5.3 1.9 6.6 <2.0
5.5 1.6 7 <2.0 II 2.5 LR <2.0
5.R 1.8 7 <2.0
5.3 I.I 3.9 <2.0 6.9 1.6 6.7 <2.0
5 ,., 5.6 <2.0
3.6 1.6 6.4 <2.0 2.9 1.4 3.7 <2.0
4.3 2 5.1 <2.0
4.4 3.4 ,. , <2.0 4.1 3.3 6.5 <2.0
4.2 5.6 6.1 <2.0 3 3.1 4.0 <2.0 J.9 IO 6.3 <2.0 4.5 16 K.7 <2.0 N°' Sampled System
9.7 37 7.6 <IO
2.6 32 iA <4.0 :-;'Of Sampled System <LO 19 1.2 <2.0
<1.0 <1.0 <1.0 <1.0
<5.0 49 <10 <25 :--ot Sampled System 5.0 75 6.R <2.0 4.3 51 5.1 <2.0
32 3R 4.0 <2.0 3.9 53 5.2 · <2.0
]500 7 70 5
TABLE 8
Influent Analytical Results
Upper/Lower Macon System
Macon Olckery Sfte
Richmond County, North Carolina
Tctrochloro-I ,1,1-lrichloro-Trichloro-""'~ ethane cthcnc
(IJll/L) (l»IL) (ull!L)
4.R <1.0 12
4.R <1.0 12
6 <LO 14
6.9 <1.0 15
5 <LO 14
3.R <J.O 12
4.6 <1.0 12
4 <1.0 10
<!.O <1.U 9.R
J.J <LU 7.6
3.3 <1.0 9.R
2.3 <1.0 R3
2.5 <LO ,.,
<1.0 ,.5 4.1
2.1 <1.0 ,.,
1.6 <1.0 3.,
I.I <J.0 5.9
2.5 <1.0 5.R
1.2 <1.0 62
<1.0 <1.0 3.6
I <1.0 4.4
1.6 <1.0 5.3
1.3 <1.0 4.2
1.5 I 4.2
1.2 <1.0 2.,
2.3 1.6 3.2
4.2 l.6 56 Do= ... ...
7.3 i.6 6.i
6.5 4 3.9
Do""
2., 1., <t.0
<1.0 <J.U <1.0
9.4 <5.0 <5.0
Do""
14 .., 4.4
9.6 J 6 3.4
0.3 1.5 2.,
9.3 · . 2.7 · 3.0 ·
I 200 2.,
Toluene Chromium
{ulUL) (un!L)
15 <IO
12 <10
9.7 <IO
9.2 <IO
2.9 <IO
<1.0 <10
<1.0 <IO
<!.O <IO
3.2 <IO
<1.0 <10
<1.0 <IO
<1.0 <IO
<!.O <IO
<1.0 <10
<1.0 <IO
<1.0 <IO
<1.0 <IO
<LO <IO
<1.0 <IO
<1.0 <10
<1.0 <IO
<I.U <IO
<1.0 <IO
<1.0 <IO
<1.0 <IO
<1.0 <IO
<1.U <IO
Not
<5.0 <IO
<2.0 <IO
Not
<1.0 <IO
<LU <IO
<5.0 <IO
Not
<1.0 <IO
<1.0 <5.0
<LO <5.0
<!.O <5.0
1000 50
liiill
Millga-S~ndcd
Barium ,~, Zinc Cadmium Lead Solids
{UlllL) (uniL) (unlL) {U"'L) (uull,) (in<>IL)
<50 )6 120 <0.30 4.R <5.0
<50 JI 110 <0.30 4.5 <5.0
<50 JO 110 <0J0 3.6 <5.U
<50 " 110 <0.30 3.4 <5.0
<50 " 40 <0.)0 <J.O <5.0 <50 13 50 <0.30 <J.O <5.0
<50 20 50 <0.30 <3.0 <5.0
<50 9.3 26 <0.30 3 IO <50 <5.0 22 <0.30 <J.O 13
<50 <50 <20 <O.JU <J.O <5.0
<50 <5.0 <20 <0.30 <J.O <5.0
<50 <5.0 <20 <0.30 <J.O <5.0
36 <5.0 <20 <0.30 <J.O <5.0 <50 12 <20 <0.30 <J.O <5.0
<50 7.2 <20 <0.30 <J.O NA
<50 21<.7 <20 <U.30 <].0 <5.0
<50 ... <20 <0.30 <J.O 5
<50 16 <20 <0.30 <J.O <5.0
<50 13 <20 <0.30 <J.O <5.0
<50 52 <20 <0.J0 <3.0 <5.0
<50 14 <20 <0.30 <3.0 <5.0
<50 II <20 49 <J.O <5.0
<50 <5.0 <20 <0.30 7.2 <5.0
<50 <5.0 <20 <0.30 <J.O <5.0
<50 <5.0 <20 <0.30 <J.O <5.0
<50 <5.0 <20 <0.30 <J.O <5.0
<50 <5.0 <20 <0.30 <J.O <5.0
Sampled System Dowa ...
<50 15 <20 <0.30 <J.O
<50 13 <20 <0.30 <J.O <5.0
Sampled System Do"O
<50 19 <20 <0.30 <J.O " <50 <5.0 22 <0.30 <J.O <5.0
52 <5.0 <20 <0.30 <3.0 JO Sampled System Do=
<50 <5.0 <20 <0.30 <J.O <5.0
34 <5.0 <20 <0.]0 NA <=5.0
39 <5.0 <20 <0.J0 <1.5 <5.0
46 • <5 0 <20 <0.30 <1.5 <5.0.
IOOO 50 5000 5 15
;;;;a liii liiiil
Sample om, Ch!oro-fomi
L.oation (ulVL)
LM lnflucm 2/22/1996 14
2123/1996 13
2/24/1996 8.9
2125/1996 ,.,
2/28/1996 3
J/R/1996 <LO
3/161!996 <LO
4/3/1996 <1.0
5/311996 <LO
6/5/1996 <1.0
7/30/1996 <1.0
I ln/!996 <1.0
2/411997 1.6
(DUP) 2/4/1997 1.5
5/12/1997 <1.0
K/111997 <LO
I J/!3ll997 <LO
2/5/J99K <LO
5/7/1991! <1.0
l!/7/1998 <1.0
11/4/1998 <1.0
2/11/1999 <1.0
5/1)/1999 <1.0
IVS/1999 <LO
! 1/3/1999 <1.0
2/16/2000 <LO
5/812()()() <1.0
K/212000 <J.U
\/J!!/2001 ...
7/l !/2001 <1.U
1/15/2002 <1.0
7/31/2002
l/28/2003 <l.0
7/101200]
1/1312004 <1.0
6/28/2004
1/27/2005 <1.U
K/25/2005 <1.0
1/2812006 <1.0
R/212006 <!.0
Remediauon Performance St
NA -Not Analyzed
ugll.. -micrograms per liter
DUP -Duplicate
I, I -Dichloro-1,1 -Dichlo
ethane Clhcnc
(ua/Ll (ullfL)
26 9.1
29 11
311 13
31 13
32 15
9.5 1.6
8 I 1.,
7.3 2.6
8.6 2.1
12 4.1
17 6.6
II 3.3
9., 2.1
9.0 1.8
5.J 2.4
13.U <LO
9.5 1.,
13.0 1.9
12.U 2.5
16.U I.I
13.U 1.3
13.0 2.2
IO.O 1.4
1., LO
2.0 <LO
<I.U <!.O
1.9 <!.()
I !.U 2.7
NOi Sampled
6.1 2.8
4.5 1.1
:-.01 Sampled
<I.ti <J.U
Noi Sampled
1.1 1.3
No< Sampled
<LU 3.3
1.2 12
2.1 23
<1.0 1.2
liiiil ..
Cis/trans-1,2-Mcthylc11e
Dichlomcthcnc chloride
(u11./LJ (uidL)
4.4 <2.0
4.9 <2.0
4.9 <2.U
5 <2.0
5.6 <2.U
2.4 <2.0
2.4 <2.0
2.3 <20
2.9 <2.0
3.4 <2.0
<!.O <2.0
2.2 <2.0
2.4 <2.(}
2.1 <2.0
6.4 <2.0
1.2 <2.0
<JO <2.0
1.2 <2.0
1.6 <2.0
I <2.0
<1.0 <2.0
1.3 <2.0
<LO <2.0
<LO <2.0
I.I <2.0
1.4 <2.0
<1.0 <2.0
1.2 <2.0
System
I.ti <2.0
<J.U <2.0
SySlem
<1.U <20
System
<2.0 <5.0
System
<2.0 <2.0
1.4 <2.0
2.9 <2.0
<1.0 <2.0
70
TABLE 8
Influent Analytical Results
Upper/lower Macon System
Macon Olckery Site
Richmond County, North Carolina
Tctmchloro-I, 1.1 --rrichloro-Trichloro-
cthcnc c1banc cthcnc
(u11.ILJ ('""IL) (u!VL)
2 14 3.3
2.1 15 3.6
2.7 17 4.5
2.6 17 4.4
2.4 I 7 4
<1.0 1.5 I.I
<1.0 l.4 1.4
I 4 4.1
<1.0 u 4.6
<1.0 5.3 4.9
<1.0 6.7 4.1
<l.O l.2 .u
<!.U 4.4 l.1
<1.0 ,., 3.1
2 <1.0 8.3
<l.U 4.4 JJ
<1.0 l.3 1.9
<1.0 4.1 3.4
<1.0 4.1 3.1
<J.O 4.4 3.5
<1.0 4.1 3.0
<J.0 J.7 3.6
<1.0 4.1 l.1
<J.U l.4 2.4
<l.O <l.O I
<1.0 <LO <l.U
<l.O <1.0 <LO
<LO 4.1 5.1
Do= ... . ..
<1.U 2., 3.4
<LU 1.2 1.4
Do=
<1.0 <1.0 <1.0
Do=
<1.0 <1.0 u
Do=
<1.0 <1.0 <1.0
3.1 <1.0 <1.0
5.5 1.6 2.0
<1.0 <1.0 <1.U
JOO 2.,
rolucnc Chromium
(uull ) (u!VL)
15 <IO
18 <JU
17 <lO
15 <IO
4.2 <10
<1.0 <10
<LO <10
<1.0 <!O
<LO <JU
4.6 <10
<LO <JU
<1.0 <10
<1.0 <10
<1.0 <10
<1.0 <JO
<LO <IO
<1.0 <LO
<1.0 <IO
<l.U <IO
<:l.U <10
<l.U <IO
<!.U <IO
<!.O <IO
<l.U <JO
<1.0 <IO
<LO <IO
<1.0 <10
<LO <10
'" <LU <IO
<l.U <10
N01
<1.0 <10
Not
<1.0 <!O
Not
<1.0 <10
<1.0 <5.U
<1.0 <5.0
<1.0 <5.0
1000 50
.. liiil
Manga-Suspended
Barium -Zinc Cadmium Lo.,d Solids
(u!VL) (uVLJ (u!VLJ (ui.i/L) fu2/LJ (at!VL)
77 130 120 <0.30 5.5 <5.0
, 1 140 130 <ll.30 5 <5.0
'6 16'1 160 <().)() 4.4 <5.0 ,. 160 16') <0.]0 3.2 <5.0
I(~ 150 240 <0.30 3.3 <5.0
<50 72 52 <0.30 <3.0 7
<50 53 57 <0.30 <3.0 <5.0
<50 72 44 <0.30 <3.0 1
24 31 27 <0.)0 <].0 <5.U
<50 11 24 <0.30 <3.U 5
<50 10 <20 <0.30 <3.0 6
<lO 6.4 <20 <0.)0 <3.0 <5.0
34 19 <20 <0.30 <3.U <5.0
34 16 <20 <U.30 <3.U <5.0
<50 <5.0 <20 <U.30 <3.U <5.0
<50 <5.0 <20 <OJO <J.U NA
<50 55.1 <20 <U.30 <3.U <5.0
<50 11 <20 <0.30 <30 <5.0
<50 <5.0 <20 <U.30 <3.U <5.0
<50 17 <20 <0.30 <3.0 <5.0
" 99 <20 <(J.]0 5.0 411
<50 ,., <20 <0.30 <3.0 9.0
<50 10 <20 25 <3.U <5.0
<50 <5.0 <20 <(J.JO 6.4 <5.0
<50 6.1 <20 <0.30 <3.U <5.0
<5-0 6.0 39 <0.30 <3.0 <5.0
<50 6.4 <20 <0.30 <3.U <5.0
<50 <5.0 <20 <0.30 <3.0 <5.0
Sampled Sys1em Down ...
<50 1.J <20 <0.30 <3.U 12
<50 i.6 <20 <0.30 <3.0 <5.0
Sampled Sys1em Dow,
<50 8.2 <20 <0.30 <3.U 20
SrunpSd Sys1cm ()o-,
<50 <5.0 <20 <0.30 <3.0 11
Sampled s,-Dow,
<50 <5.0 <20 <1).3 <3.U <5.0
25 <5.0 <20 <0.30 NA <5.0
26 <S.U <20 <0.30 <1.5 <5.0
5.1 • <5.0 <20 <0.]0 <1.5 <5.0
II~ 50
I!!!!!!!! ==
Upper Dockery
MW 15 2/IJ/19%
51211996
7/JJ/19%
(DUP 2) 7/Jl/1996
ll/7/19%
(DUP) l!/711996
2151!997
5/1211997
(1)UP2l 5/1211997
!VS/1997
(Dlm.lCATE I) l!/1211997
ll/!211997
(DUP l} 21511998
215/1998
Sllj/!998
(DUP l) 51611998
IW,,/1998
l I13/I99R
2/l l/1999
5/!211999
11/511999
I l/211999
211712000 ,mooo
IVJ/2000
Jll&/2001
(DUP l) 111&12001
71! !12001
(DUP !) 7/l l/2001
(DUPJ ! l/16'2002
l/1612002
7/JJ/2002
(DUP J) 713112002
112!!/2003
(DUP I) 112&12003
7/[(112003
1113/2004
(DUP I) 1113/2004
lil21V2004
(DUP l) 6'2&12<.04
112&12005
7130/2005
w2,2CJ06
r:=,
<25
<25
<25
<25
<25
<50
<25
<100
<100
<IO
<5
<IO
"" <IO
<50
<50
<100
<50
<l5
<l5
"" <IO
<IO
<IO
<5.0
<5.0
<5.0
<5 .. 0
<5.0
<5.0
<5 0
<5.0
<5.0
<LO
<LO
<5 0
<25
<lO
<lO
<lO
<l.0
<1.0
<1.0
22
" <25
<25
" <,O
li2
<l00
<100
17
II
<10
<25
<10
'" "' <100
<SO
<25
<25
<25
<10
<IO
<IO
51 ,,
li5
l 1.0
9.9
<5.0
<5.0
5.1
<5.0
14
16
51.0
<25 <" <lo
<20
l9
5.1
6.7,
280
630
til(J
450
1000
1600
1200
'80
540
HO
120
"' 200
llO
llOO
1800
2100
llOO
610
750
390
320
90
220
130
140
130
160
130
82
160
100
97
ll
16
4'0
'30
310
280
170
9l
30
69·
<15
<15
<25
<15
<15
<50
<25
soo
coo
<10
<5.0
<10
<15
<IO
<50
<50
<100
<,10
<15
<15
<15
<10
<IO
<IO
<5.0
<5.0
<5 0
<5.0
<5.0
<5.0
<.1.0
<.1.0
<,10
<1.0
<J.O
<5.0
<50
"" "" "" <1.0
<1.0
<1.0
Rcmcdilfion Pcrfomianc:c Standar I 3:nJ 70
NA• NOi Anal)-=J DL • Dilll!ion wr. ""'""°"e
liiiil
<50
<50
<50
<50
<50
<100
<50
<200
<200
<lO
<10
<lO
<50
<20
<100
<100
<200
<100
<120
<50
<5-0
<20
<lO
<lO
<IO
<IO
<IO
<IO
<IO
<IO
<10
<10
<10
<2.0
<2.0
18
<120
<100
<100
<100
<2.0
<2.0
<2.0
<l5
JO
<l5
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<lO
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liiiiii1
120
170
210
1"1
290
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100
160
100
50
13
58
70
440
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100
150
110
76
21
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26
JO
29
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19
14
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19
'7
61 ..
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2)
9.0
9l
7.2 ·
iiiil liiil -Table 9
Groundwater Quality Summary
Macon/Dockery Site
Richmond County, North Carolina
Page 1 of 12
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140 <5.0
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150 <5 0
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220 <5 0
200 <5.0
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180 <5.0
180 <5.0
170 <5.0
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220 <5.0
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190 <5.0
240 <5.0
230 <5.0
120 <5.0 no <5.0
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59
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50
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100 0.76
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55 NA
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81 0.64
69 0.67
150 0.96
140 1.20
88 1.20
130 I.JO
43 O.&i
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37 089
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15 II
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NA
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NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
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154
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65
76
1100
730
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==
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RcmodiOlion Pcrfomumcc Sumdur, JS(JO 70
NA= NOi Amlyzixl Dl=Dilurion IJI.Jl'-duf'!lica,1,
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'"
--Table 9
Groundwater Quality Summary
Macon/Docl<ery Site
Richmond County, North Carolina
Page 2 of 12
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liiiiiil liiiil liiiill
Table 9
Groundwater Quality Summary
Macon/Dockery Site
Richmond County, North Carolina
Page 3of 12
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iiiil iiiil ilill .. Table 9
Groundwater Quality Summary
Macon/Dockery Site
Richmond County, North Carolina
Page 4 of 12
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(DUP-2) l/1712001 711112001 I\DUP-2) 7l1 l/2001 I [/[S/2002 !(DUP-2) IIIS/2002 7J31Y2002 :(DUP 2) 7130'2002 l/2Rt2003 (DUP 2) !121V200J 7/I0/2003 (DUP 2) I 71!0'2003 1113/2004 1(DUP 2) 1113/2004 f'>/21112004 (DUP 2) 6'2Rl2004 ll2R/200S (DUP 2) lll&/2005 71)0.'2005 ~(DUP 2J 713(112005 R/ll2006 <1.0 <1.0 <1.0 <J.0 <1.0 <!.0 <1.0 <lO <lO <lO <50 <50 <50 <15 <25 <15 <15 <15 <15 <15 <25 <25 <25 <15 <15 <15 <2.S <25 <25 <15 <15 <15 <IO <IO <IO <IO <IO <IO <IO <IO <IO <lO <l 0 <lO <5 0 <50 <5 0 <l.O <2.0 <LO <l.0 <!.0 l!!!m Jri 2. 34 II ) 17 ,., <l 0 <l 0 <l.O <50 64 5.i <2.S <2.S <2.S <2.S <25 <25 <2.S <25 <2.S <25 <25 <25 <25 <25 <25 <25 <25 <25 <25 <IO 19 19 <IO <IO <IO <IO <IO <IO 3] 30 17 <5.0 <5.0 <5.0 ,., ,.5 5.0 49 " )0 13 " <!.O ' 5.) 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" )5 41 " )) 27 JI " 22 21 ).5 )5 3.<i <5.0 <5.0 <5.0 " " ,.. 25 20 lililiiiil 7.4 " " <l.O 15 1.6 5.5 9.6 " 14 ll )6 " " " 9) 110 IJO "' 150 150 I lO ]JO 99 100 "' " 64 <ii <ii " 52 47 " 5J 42 J7 l< )5 " 2l 12 II 9.1 5 7 " " 14 14 9.9 200 22 20 ,. <IO 21 ]9 12 4 9.2 ... 12 20 21 <25 <25 <25 <25 " <25 <25 <25 <25 <25 <25 <25 <25 <25 <25 <25 <25 <25 <25 <JO JO II <JO <JO <JO <IO <IO <IO 5.1 5 4.1 <5.0 <5.0 <5.0 6.7 6.9 )4 )4 5.1 2.8 -liiiil iiiil -Table 9 Groundwater Quality Summary Macon/Dockery Site <1.0 <1.0 <:1.0 <:1.0 <:1.0 <:1.0 <:1.0 <l.O <2.0 <2.0 <SO <SO <SO <25 <25 <25 <25 <25 <25 <25 <25 <25 <25 <25 <25 <25 <25 <25 <25 <15 <25 <25 <IO <JO <JO <JO <IO <IO <IO <IO <JO <20 <l.O <20 <SO <50 <50 <20 <10 <:l.O <:!.O <:1,0 <:1.0 <:1,0 <:!.O <:!.O <:!.O <:!.O <:!,O <l.O <l 0 <l.O "'0 <5.0 <5.0 <25 <25 <25 <25 <25 <25 <25 <25 <25 <25 <15 <25 <25 <25 <25 <25 <25 <25 <25 <IO <IO <JO <IO <JO <JO <JO <JO <IO <l.O <l.O <1.0 <5.0 <5.0 <S.O <:2,0 <2.0 <:1.0 <:1.0 <:1.0 <1.0 <1.0 <:1.0 <:1.0 <:1.0 <1.0 <:1.0 <:2,0 <:2,0 <:2,0 <50 <5.0 <:j,0 <25 <25 "'' <25 <25 <25 <25 <25 <25 <25 <25 <25 <25 <15 <25 <25 <25 <25 <25 <JO <JO <IO <JO <IO <IO <JO <JO <JO <:2.0 <2.0 <2.0 <5.0 <:5.0 <:5.0 <:2.0 <:2.0 <:l.O <1.0 <:1.0 1000 <3.0 <S.O <S.O <S.O <l.O <3.0 <3.0 <M <M <M <15 <15 <15 <15 <15 <15 <15 <15 <15 <75 <75 <15 <15 <15 <15 <15 <15 <15 <15 <75 <75 <50 <JO <JO <JO <JO <JO <JO <JO <JO <JO <,SO <ti.0 <4.0 <]O <]O <]O <;i 0 <ti.0 <l.O <3.0 <) 0 .,, <IO <JO <IO <IO <IO <IO <IO <IO <lO <lO <SO <SO <SO <250 <250 <:250 <250 <250 <250 <250 <250 <250 <250 <250 <250 <150 <250 <250 <250 <;i,O <ri20 <250 <100 <100 <100 <100 <100 <100 <100 <100 <100 <20 <lO <SO <120 <120 <120 <10 <lO <IO <IO <IO )500 <JO <IO <JO <JO <JO <JO <JO <JO <JO <JO <IO <IO <JO <JO <JO <JO <JO <JO <JO 21 <JO <IO <JO <JO <JO <JO <JO I) 27 <IO I) <IO <JO <IO <1.0 41 )7 <IO <IO <IO <IO <IO <IO NA NA <IO <JO <JO <JO 5) <5.0 i.2 50 190 150 l<O 120 110 100 .. 100 IOJ 1o,; 110 120 120 110 110 120 ll0 ll0 IJO ll0 120 ll0 ll0 120 120 IJ0 ll0 140 140 ll0 1)0 lJO '" 150 150 )20 JOO 150 150 140 130 190 190 NA NA 160 160 120 120 160 160 1,0 -<5.0 <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 <5,0 <50 <50 <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 <5.0 <5.0 <5,0 <5,0 <50 <5.0 <5.0 <5.0 <50 <5.0 <LO <!.O NA NA <1.0 <1.0 NA NA NA NA <05 1000 -!.W <40 26 <40 19 <40 25 <40 lJ <40 <5.0 <40 6 <40 6.7 <40 BJ <40 41.4 <40 6 8 <40 <5.0 <40 <5.0 <40 5.8 <40 <:5.0 <40 <5.0 <40 <:5.0 <4() <:5.0 <40 <:5.0 <40 12 <40 9 0 <40 5.7 <40 <:5.0 <40 <:5.0 <40 <:5.0 <40 <5.0 <40 <:5.0 <40 8.R <40 48.0 <40 5.R <40 R.6 <40 !0.0 <40 84 <40 !00 <40 ., <-<-0 390 0 <40 370.0 <40 200 <40 16.0 <4() 6.3 <40 <:5.0 <40 170 <40 !5.0 <40 NA NA SA NA <5.0 <40 <:5.0 <40 <:5.0 NA <5.0 NA 7.0 NA 5.8 NA lO 4 6 50 100 -<50 <50 <50 <50 <50 <lO <50 <50 <50 <50 <50 <50 <50 <50 <50 <50 <50 <50 <50 <50 <50 <50 <50 <50 <50 <50 <50 <50 <50 <50 <50 <50 <50 <50 <50 <50 <50 <50 <50 <50 <50 <50 <50 NA NA <50 <50 NA NA NA NA <50 50 34 <20 <20 JI <20 <20 <20 <20 <20 <20 <20 <20 <20 <20 <20 <20 <20 <20 )5 ., 22 24 72 " " <20 <20 21 4JO 20 52 34 24 " JI 190 130 62 22 <20 <20 " )9 NA NA " 57 <20 <20 <20 <20 11 5000 -<0.30 <0.30 <0.30 "'JO <0.30 <O.JO <O.JO <ii.JO <I <I <0.30 <0.30 <ii.JO <O 30 <O JO <il,30 <0.30 <O JO <0.30 <0.30 <0.30 <0.30 <03.0 I.I <0.30 <0.30 <0.30 <0.30 <0.30 <0.30 <0.30 <0.30 <0.30 <0.30 <0.30 O.R5 03' 0.67 <0.30 <0.30 <0.30 <0.82 <0.85 NA NA NA NA NA NA NA NA NA -<l.O <l.O <l.O <J.O <l.O <l.O <) 0 <3.0 <l.O <3 0 R.8 <) 0 <l.O <) 0 <l.O <l.O <l.O <3.0 <J.O <l.O <l.O 9.1 ti.9 <l.O <l.O <l.O <l.O <l.O <) 0 <l.O <l.O <l.O <l.O <l.O <l.0 7.4 " <3.0 <) 0 <) 0 <l.O 44 )j 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 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 NA NA NA NA NA NA NA NA NA NA NA LI iiiil <IO <IO <IO 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 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 15' ~.{ 54 7 7 " <5.0 NS <5.0 <5,0 9 <5.0 " <5.0 <5.0 <S.O <5.0 <:5.0 <5.0 5.0 6.0 6.0 <5.0 <5.0 <5.0 <5.0 <5.0 5.0 13.0 2g.o 9.0 <5.0 ,.o ,.5 12.0 <5.0 !70.0 !500 12.0 lO.0 <5.0 <5.0 <5.0 <5.0 <5.0 7.0 6.0 <:5.0 5.0 5.0 5.0 NA ' iiiil
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8/611997
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120 <10 25
130 <10 160
2SO <10 i:10
190 <10 120
170 <S.O 100
71; 8.2 D
80 52 59
S6 22 43
4R J3 4?
1$0 12 !JO
100 <Cj() 120
6J S4 l50
90 140 150
59 110 110
62 160 KIO
St, 200 1M
75 llO IJO
71 150 Jt,O
n 210 ao
ro 220 100
54 160 140
47 !SO ISO
<25 580 120
<25 560 ~o
<25 520 250
<25 510 l.40
<25 SJO 220
<25 SJO 200
<H 400 190
<25 410 ll!O
71 45 11}
SS 24 5.1
99 !30 <S,O
li;i; Sllltlfllod Die ro
No1 SlllllJllod Die ro
Not Smnplod Die 10
~ 7 SI
31i 6 6 40
32 4.0 Jll
JS 23 -<4.0
37 60 10
37 60 11
28 15 l.7
'l7 14 lJ
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Rcmcd11tion P<;T/"011111!11,.Q Sr.:indar 3500 70
N .._ ~ Nar Anntyz.::d DL = Dilution oor. ~iao•
lilliii'I liiiilil
14 16 <10
<:20 <10 <10
<20 Ill <10
<:20 <10 <10
<10 <5.0 7
<20 l.ll Hi
<;40 6.9 12
<40 66 74
<2.0 12 11
<10 <5.0
<20 <10 <10
<20 16 <10
<JO 27 36
<20 20 211
<20 22 27
<:20 23 30
<JO Ill 19
<20 lll 24
<20 )0 S4
<20 22 42
<20 17 3-'
<20 24 41
<50 49 9ll
<50 49 100
<50 SI 911
<50 ~ 811
<30 69 89
<30 44 64
<50 ~ 72
<SO 59 74
<4.0 J3 4.S
<4.0 JO 3.7
<10 <5.0 29
Dry Condilion-
Dry Condition~
Dry Condnion~
<4.0 4.S <2.0
<40 4,6 <2.0
<10 4,6 <2.0
<10 S. l <2.0
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7.2 <1.0 1.5
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Table 9
Groundwater Quality Summary
Macon/Dockery Site
Richmond County, North Carolina
Page 6 of 12
ll
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7.5
42
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<6.0 89 160 11100 <S.0
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<IS <SO 43 690 <S.O
<30 <100 39 1110 <5.0
<JO <100 JI 760 <S.O
<IS <30 JS 900 <SO
<30 <100 <10 660 <S.O
<30 <100 73 1300 <S.O
<JO <100 69 1200 <S.O
<IS <10 16 590 <S.O
<30 <10 !ij 570 <S.O
<30 <100 Sll 1200 <5.0
<30 <100 52 940 <5.0
<30 <100 83 1700 <S.O
<30 <100 41 990 <S.O
<75 <2SO 630 2200 <S.O
<15 <250 1200 3400 <S.O
<15 <250 320 1600 <5.0
<15 <2SO 270 1400 <5.0
<75 llOO 69 650 <5.0
<15 <lSO 66 590 <5.0
<15 <620 260 !400 <S.O
<15 <620 2'Xl !.SOO <5.0
<6.0 <20 Jll ! 700 <S.O
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<)5 <50 90 220 <5.0
Noi Sampled Due
Not Sampled Due
Not Sampled Due
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<3.0 <10 12 350 NA
<3.0 <10 25 620 NA
<3.0 <10 19 690 · <0 . .50
400 )500 lO !000
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5600 520 140 210
3900 290 78 140
4700 230 61 130
5100 &-4 <SO JJ
4900 60 <SO 42
3900 <40 <50 SI
5000 Jt,O 67 170
4400 162 <50 ll l.4
4900 R8 <SO 39
5000 H2 <50 36
7900 46 <SO 26
6800 61 <50 30
5800 54 <SO <20
5300 190 <50 79
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3700 49 <SO JO
3600 49 <SO 29
3100 llO <SO 56
3200 100 <SO 59
4000 200 <SO n
4100 110 <SO 52
520 680 110 2 !O
950 1200 220 JtiO
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260 350 59 99
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R4 77 <SO 62
260 310 54 120
290 340 61 IJO
5600 95 <50 52
4900 120 <50 79
300 <40 <SO 62
To Dry Cffldiuon,
To Dry Conditions
To Dry Cond1ticm,
6800 <40 <50 <20
5500 <40 <50 <20
3100 <40 <.50 35
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3400 NA NA 37
3h00 NA NA 58
3600 NA NA <20
4300 NA NA 29
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<2.0
<2.0
<5.0
<5.0
<2.0
<2.0
<2.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
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<!.O
<1,0
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<1,0
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<LO
<!O
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<!O
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II
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<IO
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200
J7 ,., ,.,
8.4
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6A
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2.9
3.1
1.6
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26
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2.,
19
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<1,0
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,.,
liiiiill iiiil iiiil
Table 9
Groundwater Quality Summary
Macon/Dockery Site
Richmond County, North Carolina
Page 7 of 12
<J.0
<l.O
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<!.O
<!O
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NA
NA
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NA
NA
<l.O
<LO
<l.O
1000
<3.0
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NA
NA
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NA
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170
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1000
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<40 170
<40 54
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NA NA
~A NA
17 . <j_O
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NA
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NA
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NA
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NA
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154
400
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2.8
liiiiilll liiliiiiil liiil -Table 9
Groundwater Quality Summary
Macon/Dockery Site
Richmond County, North Carolina
Page 8 of 12
9]1}E
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43
29
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"
r.lilll liiilil ----Table 9
Groundwater Quality Summary
Macon/Dockery Site
Richmond County, North Carolina
Page 9 of 12
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<1.0
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<LO
<l.O
<l.O
<l.O
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<1.0
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<l.O
NA
NA
<l.O
<1.0
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<J.O
<3.0
<3.0
<3.0
<3.0
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<J 0
<J 0
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<J.O
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<3,0
<3.0
<3 0
<JO
<3 0
<3.0
<3.0
<3.0
<3.0
<3.0
<J.O
NA
NA
<3,0
<3,0
<J 0
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
NA
NA
<10
<10
<10
<10 <50
:-SOT :iALYZ
1000 3500
<10
<10
NA
<10
<10
ll
IJ
50
<JO
<JO
NA
<50
<JO
9.7
II
1000
<5.0
<J 0
<5.0
<JO
<JO
<5.n
<50
<5 0
<5.0
<50
<J 0
<J 0
<J 0
<5.0
<5.0
<5.0
<5.0
<JO
<5.0
<5.0
<5.0
<5.0
DUE
<5.0
<1.0
NA
<1.0
NA
NA
<OJ
ti 3
<5.0
<J.O
"·' <5.0
<5.0
<5.0
<5.0
<J.O
<J.O
<J.O
<J.O
<JO
<50
<5.0
<5.0
<5.0
<J 0
<5.0
<J 0
<5.0
<S.0
TO
<JO
<J 0
NA 1,
<5.0
9.S
62
JO
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
<10
<10
<10
LAD
<10
<10
NA
40
NA
NA
15
100
-
<50
<JO
<JO
<JO
<JO
<JO
<JO
<JO
<JO
<JO
<JO
<JO
<50
<JO
<JO
<JO
<50
<50
<JO
<JO
<JO
<JO
LOSS
<JO
<JO
NA
<JO
NA
NA
<J.O
JO
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
OF
<20
<20
NA
" <lO
91 ,,
5000
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
dl JO
<1.0
<il.30
dl JO
<O JO
qJ JO
<1l JO
Ql,30
dl.30
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dl JO
<3.0
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<JO
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<J 0
<3,0
<J.O
<3,0
<3.0
<J.O
c0 30 <J.O
METALS SAMPLE
<O JO
"'JO
NA
NA
NA
NA
NA
<3,0
<30
NA
NA
NA
NA
NA
15
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
NA
NA
NA
NA
NA
<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
NA
NA
NA
15-1
<JO
II
<JO
<5 0
<5.0
<5.0
<50
<5,0
<50
<JO
<JO
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5,0
<JO
<JO
<JO
<5,0
<JO
" 10
21
IR
<5.0
l!l!l!I mm
(DUP)
==
5/3/l 99l
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7/J0-'1991,
1116"19'1ti
1/411991
5,/12/1997
Ni.11997
l !/! 1,19g7
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<!.O
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"
liilil liiil -Table 9
Groundwater Quality Summary
Macon/Dockery Site
Richmond County, North Carolina
Page 10 of 12
<1.0
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NA
NA
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NA
NA
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<J.O
<J.O
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NA
NA
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<IO
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<IO
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<IO
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<IO
<IO
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<IO
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NA
NA
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49
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1000
-
900 "0 19
49
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NA
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NA
NA
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NA
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<J,0 <O 20
<J.0 <O 20
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<3,0 <0.20
<3,0 <0.20
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4,0 · <0.20
<J,0 <0.20
5.1 <0.20
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<J.0 <0.20
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NA <0.20
<J.O <0.20
NA <0.20
NA <0.20
NA NA
15 1.1
<IO
<IO
<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
NA
NA
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1'00
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NA -Nc,t Arnlp DL-Dilution
<l.O
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1.5
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iiii1 liiiiil
80 25 H
76 2() 4.9
l'>3 15 <10
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66 17 2.3
71 12 3.3
99 29 2.2
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24 ti8 <1.0
23 3.7 <:1.0
29 64 <LO
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8.5 1.2 <1.0
64 1.0 <1.0
40 <1.0 <1.0
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Nell Sampled Due: ro
:,«,1 Samph:d Due ro
:-lit Samph:d Due ro
:-l<,1 SillTlf'l<:<I Due: ro
44 1.9 <LO
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)500 70
liiiiil liiiiil
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<4,0 <2.0 85
<4.0 <2.0 40
<10 <5 JS
<2.0 <1.0 49
<4.0 <2.0 38
<2.0 <1.0 40
<2.0 <l.O 25
<20 <1.0 22
<2.0 <l.O 35
<2.0 <1.0 17
<2.0 <1.0 12
<2.0 <1.0 94
<2.0 <1.0 7.5
<2.0 <1.0 5.7
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Dry Condition•
Dry Condition•
Dry Condition,
Dry Conditions
<2.0 <l.O 42
<SO <1.0 !.O
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100
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5.1
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1.1
1.5
1.1
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<IO
<I 0
<> 0
<IO
<I 0
<I 0
<IO
<1.0
<1.0
<Io
.. -Table 9
Groundwater Quality Summary
Macon/Dockery Site
Richmond County, North Carolina
Page 11 of 12
<1.0
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NA
NA
<l.O
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<J.0
<l.0
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<l.0
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NA
SA
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1000
<J.O
<J.O
<J.O
<-0.0
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NA
NA
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NA
NA
<10
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27 550 <5.0
<10 <SO <5.0
20 780 <5,0
2i %0 5.5
Iii 520 <50
14 570 <5.0
14 2ll0 <5.0
15 560 <SO
11.9 356 <5.0
11 310 <5.0
<JO 140 <5 0
<JO 170 <5.0
18 360 <50
27 IWl <5.0
25 590 <5.0
36 )000 6.h
56 li'lO <5.0
20 340 <5 0
)0 450 <5 0
!7 530 <50
!3 520 <50
Not Sampled Due
N01 Sampled Dus
No1 Sampled Due
Nol Sampled Due
10 170.0 <l.0
<10 120 0 <l.0
47 560 3.4
<10 2!0 NA
15 410 NA
-17 820 5.1
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1000
1500
700 ,so
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150
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750
400
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To
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700
210
490
1100
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<-10 b5 120
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<-10 58 1)0
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<-10 60 140
<-10 <50 93
<-10 <50 82
<-10 <50 46
<-10 <50 li2
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<-10 100 260
<-10 60 180
<40 130 260
43 58 560
<-10 <50 84
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<-10 <50 100
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Dry C<111dition~
Dry oodition~
Dry C<111dition~
Dry C<llldition~
<-10 <SO J~.o
<-10 <50 430
<-10 h7 ISO
NA NA 2~
NA NA ~3
25 99 200
100 50 5000
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NA
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NA
NA
17
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16
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NA
NA
NA
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NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
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1100
2000
730
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400
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1600
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I
I
I
Sample
Location
YE-01
OW-I
OW-3
OW-5
SVE Exhuust
TABLE 10
Air Quality Summary
Macon/Dockery Site -Richmond County, North Carolina
Page 1
Date Chlornform 1,2-Dichloroethene Trichloroethene
mg/m3 mg/m3 mg/m3
2/22/1996 <IO <IO <10
6/5/1996 <10 <IO <IO
7/1/1996 <IO <IO <IO
11/8/1996 <IO <10 <IO
6/23/1997 <IO <IO <IO
11/13/1997 <2.0 2.3 <2.0
6/19/1998 <2.0 <2.0 <2.0
11/4/1998 <2.0 <2.0 <2.0
5/13/1999 <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/l 996 <10 <10 <10
6/5/1996 <IO <IO <10
7/1/1996 <IO <JO <10
11/8/\996 <IO <10 <IO
6/23/1997 <JU <10 <10
11/13/1997 <2.0 <2.0 <2.0
6/19/1998 <2.0 <2.0 <2.0
11/4/1998 <2.0 <2.0 <2.0
5/13/1999 <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 <IO 80 <IO
6/5/1996 <IO <IO <IO
7/1/1996 230 <IO <IO
11/8/1996 <IO <10 <IO
6/23/1997 <IO <IO <10
11/13/1997 <2.0 <2.0 <2.0
6/19/1998 <2.0 <2.0 <2.0
11/4/1998 <2.0 <2.0 <2.0
5/13/1999 <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 <10 380 <IO
6/5/1996 <IO <IO <IO
11/8/1996 <IO <IO <IO
6/23/1997 <10 <10 <10
11/13/1997 <2.0 <2.0 <2.0
6/19/1998 <2.0 <2.0 <2.0
11/4/1998 <2.0 <2.0 <2.0
5/13/1999 <2.0 <2.0 <2.0
11/3/1999 <2.0 <2.0 <2.0
5/8/2000 <1.0 <1.0 <1.0
2/14/1996 <IO <IO <IO
2/15/1996 <IO <IO <IO
2/16/1996 <10 <lO <10
Toluene
m~/m3
<lO
<IO
<10
<10
<IO
<2.0
<2.0
<2.0
<2.0
<2.0
<1.0
<10
<10
<10
<IO
<10
<2.0
<2.0
<2.0
<2.0
<2.0
<1.0
<IO
<IO
<IO
<IO
<IO
<2.0
<2.0
<2.0
<2.0
<2.0
<1.0
<IO
<IO
<IO
<IO
<2.0
<2.0
<2.0
<2.0
<2.0
<1.0
45
43
73
I
I
I
I
D
I
I
I
I
I
I
I
I
I
I
I
I
I
Sample
Location
SVE Inlet Linc
TABLE 10
Air Quality Summary
Macon/Dockery Site -Richmond County, North Carolina
Page 2
Date Chloroform 1,2-Dichloroethene Trichloroethene
ml!/m3 mg/m3 mg/m3
4/3/1996 <10 <IO <10
6/5/1996 <10 <IO <IO
7/1/1996 <10 <10 <10
8/1/1996 <10 <10 <10
2/5/1997 <10 <10 <10
6/23/1997 <10 <10 <10
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
5/7/1998 <2.0 <2.0 <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
5/13/1999 <2.0 <2.0 <2.0
8/5/1999 <2.0 <2.0 <2.0
11/3/1999 <2.0 <2.0 <2.0
5/8/2000 <1.0 <1.0 <1.0
8/3/2000 <1.0 <1.0 <1.0
6/5/1996 57 <10 <10
7/1/1996 <10 <IO <10
Toluene
mg/m3
<10
<10
<10
<10
<10
<10
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
1.2
<1.0
<10
<10
I
I
I
I
n
I
I
I
I
I
I
I
I
I
I
I
I
Sample
Location
Unncr Dockery Air Stack
TABLE 10
Air Quality Summary
Macon/Dockery Site -Richmond County, North Carolina
Page 3
Date Chloroform 1,2-Dichloroethene Trichloroethene
mg/m3 mg/m3 mglm3
2/16/1996 <10 <10 <10
4/3/1996 <JO <10 <JO
6/5/1996 <10 <10 <10
7/1/1996 <10 <10 <10
8/1/1996 <10 <10 <10
11/8/1996 <10 <10 <10
2/5/1997 <10 <10 <10
5/12/1997 <10 <10 <10
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
5/7/1998 <2.0 <2.0 <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
5/13/1999 <2.0 <2.0 <2.0
8/5/1999 <2.0 <2.0 <2.0
11/3/1999 <2.0 <2.0 <2.0
5/9/2000 <1.0 <1.0 <1.0
8/3/2000 <1.0 <1.0 <1.0
1/18/200 I <1.0 <1.0 <1.0
7/11/2001 <1.0 <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 System Down -Not Samolcd
7/16/2003 Svstcm Down -Not Samnlcd
1/13/2004 <1.0 <1.0 <1.0
6/28/2004 <1.0 <1.0 <1.0
1/27/2005 <1.0 <1.0 <1.0
8/25/2005 <1.0 <1.0 <1.0
I 0/30/2005 <1.0 <1.0 <1.0
1/28/2006 <1.0 <1.0 <1.0
4/30/2006 <1.0 <1.0 <1.0
8/2/2006 . <1.0 <1.0 <1.0
Toluene
mg/m3
<10
<10
<10
<10
<10
<I 0
<10
<10
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<J.O
<2.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
I
I
I Sample
Location
Lower Dockcrv Air Stack
I
I
I
a
n
I
I
I
I
I
I
I
I
I
TABLE10
Air Quality Summary
Macon/Dockery Site -Richmond County, North Carolina
Page 4
Date Chloroform 1,2-Dich loroethene Trichloroethene
mg/m3 mg/m3 mg/m3
4/3/1996 <10 <IO <IO
8/1/1996 <10 <IO <10
11/8/1996 <IO <IO <IO
5/12/1997 <10 <10 <IO
11113/1997 <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
11/4/1998 <2.0 <2.0 <2.0
2/11/1999 <2.0 <2.0 <2.0
5113/1999 <2.0 <2.0 <2.0
8/5/1999 <2.0 <2.0 <2.0
11/3/1999 <2.0 <2.0 <2.0
5/9/2000 <1.0 <1.0 <1.0
8/3/2000 <1.0 <1.0 <1.0
1/00/0 I Svstem Down -Not Samolcd
4/24/2001 <1.0 I <1.0 <1.0
7/11/2001 Svstcm Down -Not Samolcd
7/31/2002 Svstcm Down -Not Samolcd
1/28/2003 Svstem Down -Not Samolcd
7/16/2003 <1.0 <1.0 <1.0 I
1/13/2004 <1.0 <1.0 <1.0 I
6/28/2004* Remediation Svstcm Susl'V'ndcd -Samnlc Not Collected
1/27/2005* Remediation Svstcm Susncndcd -Samnlc Not Collected
8/25/2005 Remediation Svstem Sus~·nded -Sarnolc Not Collected
I 0/30/2005 Remediation Svstcm Sus....,,.ndcd -Sample Not Collected
1/30/2006 Remediation Svstcm Sus"""ndcd -Samolc Not Collected
4/30/2006 Remediation Svstcm Susncndcd -Sarnolc Not Collected
8/2/2006 Remediation Svstcrn Susncndcd -Samo le Not Collected
I
Toluene
mg/m3
<10
<10
<IO
<10
<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
I
I
I
I
I
I
I
I
I
D
D
I
I
I
I
I
Sample
Location
Macon Source Air Stack
TABLE 10
Air Quality Summary
Macon/Dockery Site -Richmond County, North Carolina
Page 5
Date Chloroform 1,2-Dichloroethene Trichloroethene
miv'm3 mg/m3 miv'm3
211611996 <10 <IO <IO
4/311996 <10 <IO <10
5/3/1996 <10 <10 <10
6/5/1996 50 <10 <10
7/1/1996 <10 <10 <10
8/1/1996 <10 <IO <10
11/8/1996 <10 <10 <10
2/5/1997 <10 <10 <10
5/12/1997 <10 <10 <10
817/1997 <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 <2.0 <2.0 <2.0
2/11/1999 <2.0 <2.0 <2.0
5/13/1999 <2.0 <2.0 <2.0
8/511999 <2.0 <2.0 <2.0
11/3/1999 <2.0 <2.0 <2.0
2/17/2000 <2.0 <2.0 <2.0
5/8/20\Kl <1.0 <l.O <1.0
8/2/2000 <1.0 <1.0 <1.0
1/18/2001 <1.0 <1.0 <1.0
7/11/2001 <1.0 <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 Svstcm Down • Not Sampled
7/16/2003 <1.0 <1.0 <1.0
1/13/2004 <1.0 <1.0 <1.0
6/28/2004 <1.0 1.2 <1.0
1/27/2005 <1.0 <1.0 <1.0
8/25/2005 <1.0 <1.0 <1.0
I 0/30/2005 <1.0 <1.0 <1.0
1/28/200(, <1.0 <1.0 <1.0
4/30/200(, <1.0 <1.0 <1.0
8/2/2006 · <1.0 <1.0 <1.0
Toluene
mg/1113
<10
<10
<10
<10
<10
<10
<10
<10
<10
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
I
I
I
I
I
I
g
n
D
I
I
I
I
I
I
I
I
I
Sample
Location
U/L Macon Air Stack
TABLE10
Air Quality Summary
Macon/Dockery Site -Richmond County, North Carolina
Page 6
Date Chloroform 1,2-Dichloroethene Trichloroethene
ml!im3 ml!im3 m,im3
2/16/1996 <10 <10 <10
5/3/1996 <10 <10 <IO
6/5/1996 <10 <IO <10
7/1/1996 850 <IO 29
8/1/1996 <10 <10 <10
11/8/1996 <IO <IO <IO
2/5/1997 <IO <IO <IO
5/1211997 <10 <10 '<I()
817/1997 <2.0 <2.0 <2.0
11/13/1997 <2.0 <2.0 <2.0
216/1998 <2.0 <2.0 <2.0
517/1998 <2.0 <2.0 <2.0
817/1998 <2.0 <2.0 <2.0
11/4/1998 NS NS NS
2/11/1999 <2.0 <2.0 <2.0
5113/1999 <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 <1.0 <l.O
1100/00 System Down -Nol Sarnnlcd
4/24/2001 <1.0 <1.0 <1.0
711112001 <1.0 <1.0 <1.0
1116/2002 <1.0 <1.0 <1.0
7/31/2002 NOT SAMPLED SYSTEM
1128/2003 <1.0 <1.0 <1.0
7116/2003 <1.0 <1.0 <1.0
1/13/2(104 <1.0 <1.0 <1.0
6/28/2004 System Down -Not Samnlcd
1/27/2005 <1.0 <1.0 <1.0
8/2512005 <1.0 <1.0 <1.0
I 0/30/2005 <1.0 <1.0 <1.0
1/2812006 <1.0 <1.0 <1.0
4/30/206 <1.0 <1.0 <1.0
812/2006 . <1.0 <1.0 <1.0
Toluene
U11!/m3
<10
<10
<10
<I 0
<IO
<IO
<IO
<10
<2.0
<2.0
<2.0
<2.0
<2.0
NS
<2.0
<2.0
<2.0
<2.0
<2.0
<1.0
<1.0
<1.0
<1.0
<1.0
DOWN
1.3
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Sample
Location
Pronertv Linc
TABLE 10
Air Quality Summary
Macon/Dockery Site -Richmond County, North Carolina
Page 7
Date Chloroform 1,2-Dichloroethene Trichloroethene
ml!/m3 ml!/m3 m~/m3
2/16/1996 <10 <IO <IO
4/3/1996 <10 <IO <IO
5/3/1996 <10 <10 <10
6/5/1996 <10 <10 <10
7/1/1996 <10 <10 <10
8/1/1996 <10 <IO <IO
11/8/1996 <10 <IO <10
2/511997 <10 <IO <10
5/12/1997 <10 <10 <10
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
5/711998 <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/l 3/1999 <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
5/812000 <1.0 <1.0 <1.0
8/3/2000 **Not analyzed, Tedlar balI dcfiatcd durinl!' samnlc shi
1/18/2001 <1.0 <1.0 <1.0
7/11/2001 <1.0 <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 <1.0 <1.0 <1.0
7/16/2003 <1.0 <1.0 <1.0
1/13/2004 <1.0 <1.0 <1.0
6/28/2004 <1.0 <1.0 <1.0
1/27/2005 <1.0 <1.0 <1.0
8/25/2005 <1.0 <1.0 <1.0
I 0/30/2005 <1.0 <1.0 <1.0
1/28/2006 <1.0 <1.0 <1.0
4/30/2006 <1.0 <1.0 <1.0
8/2/2006. <1.0 <1.0 <1.0
Toluene
nH!'/m3
<10
<10
<10
<10
<10
<10
<10
<10
<10
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<1.0
mcnt**
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
System
Upper Dockery
12-1-98 to 12-31-98
12-31-98 to 1-27-99
1-27-99 to 2-23-99
2-23-99 to 3-30-99
3-30-99 to 4-29-99
14-2!1-99 to 5-27-99
Month of
influent
analysis
Mar-96
Apr-96
May-96
Jun-96
Jul-96
Aug-96
Sep-96
Oct-96
TABLE 11
SUMMARY OF MASS voe REMOVAL ESTIMATES
MACON/DOCKERY SITE
RICHMOND COUNTY, NORTH CAROLINA
PAGE 1 OF 10
Average Total
Flow Volume for voe Pounds of voe
Period Concentration Removed For Period
(gallons) (ug/L) (Pounds)
400.155 196 0.65
286,151 210 0.50
66,826 177 0.10
97,350 120 0.10
163,426 108 0.15
218,330 284 0.52
149,420 284 0.35
140,191 284 0.33
Nov-96 438,013 294 1.07
Dec-96 161,903 294 0.40
Jan-97 294,071 294 0.72
Feb-97 267,596 131 0.29
Mar-97 250,068 131 0.27
Apr-97 276,556 131 0.30
May-97 289,938 76 0.18
Jun-97 135,575 76 0.09
Jul-97 99,896 76 0.06
Aug-97 70,967 54 0.03
Sep-97 56,256 54 0.03
Oct-97 277,505 54 0.12
Nov-97 143,168 108 0.13
Dec-97 78,332 108 0.07
Jen-98 103,968 108 0.09
Feb-98 296,588 99.3 0.25
Mar-98 326,525 99.3 0.27
Apr-98 419,475 99.3 0.35
May-98 440,446 244 0.90
Jun-98 200,192 244 0.41
Jul-98 337,048 244 0.69
Aug-98 432,719 146.4 0.53
Sep-98 411,677 146.4 0.50
Oct-98 439,378 146.4 0.54
Nov-98 362,586 161 0.49
Dec-98 500,450 161 0.67
Jan-99 552,796 161 0.74
Feb-99 524,380 95 0.42
Mar-99 614,841 95 0.49
Apr-99 571,148 95 0.45
May-99 524,349 139.4 0.61
Cumulative voes Removed
(Pounds)
0.65
1.15
1.25
1.35
1.50
2.02
2.37
2.70
3.77
4.17
4.89
5.18
5.45
5.75
5.93
6.02
6.08
6.11
6.14
6.26
6.39
6.46
6.55
6.80
7.07
7.42
8.32
8.73
9.42
9.95
10.45
10.99
11.48
12.15
12.89
13.31
13.80
14.25
14.86
I
I
I
Month of
I influent
System analysis
5-27-99 to 6-24-99 Jun-99 I 6-24--99 lo 7-29-99 Jul-99
7-29-99 to 8-27-99 Aug-99
8-27-99 to 9-27-99 Sep-99
I 9-27-99 to 10-29-99 Oct-99
10-29-99 to 11-24-99 Nov-99
11-24-99 to 12-30-99 Dec-99
I 12-30-99 lo 1-21-00 Jan-00
1-21-99 to 2-25-00 Feb-00
3-1-00 to 3-31-00 Mar-00
I 3-31-00 to 4-27-00 Apr-00
4-27-00 to 5-26-00 May-00
5-26-00 to 6-30-00 Jun-00
I 6-30-00 to 7-26--00 Ju/-00
7-26-00 to 8-29-00 Aug-00
8-29-00 to 9-25-00 Sep-00
I 9-25-00 to 10-26-00 Oct-00
10-26-00 to 1-26-01 Jan-01
1-26-01 to 4-20-01 Apr-01
I ~-20-01 to 7-19-01 Jul-01
7-19-01 to 10-18-01 Oct-01
11-6-01 to 02-08-02 Jan-02
I 5-1-02 to 7-31-02 Jul-02
8/1102 to 10/31/02 Oct-02
11/1/02 lo 1/31/03 Jan-03
I 2/1/03 to 4/30/03 Apr-03
5/1/03 to 7/31/03 Jul-03
8/1/03 to 10/31/03 Oct-03
I 11/1/03 to 1/31/04 Jan--04
2/1 /04 to 4/30/04 Jan-04
5/1/04 to 07/31/04 Jan--04
07/31/04 to 10/31/04 Jan--04
I 11/01/04 to 01/31/05 Jan-05
2/1/05 to 04/30/05 Jan-OS
5/1/05 to 7/31105 Aug-05
I 8/1/05 to 10/31/05 Aug-05
11/1/05 to 01/31/06 JaMJ6
2/ 1 /06 to 4/30/06 Jan-06
I 5/1106 to 7/31/06 Aug-06
I
I
TABLE 11
SUMMARY OF MASS voe REMOVAL ESTIMATES
MACON/DOCKERY SITE
RICHMOND COUNTY, NORTH CAROLINA
PAGE 2 OF 10
Average Totat
Flow Volume for voe Pounds of voe
Period Concentration Removed For Period
(gallons) (ug/L) (Pounds)
431,742 139.4 0.50
392,518 139.4 0.46
190,407 138 0.22
303,910 138 0.35
364,213 138 0.42
277,055 181 0.42
389,943 181 0.59
238,733 181 0.36
0 181 0.00
176,609 181 0.27
164,914 181 0.25
419,400 72.9 0.25
104,658 72.9 0.06
80,000 72.9 0.05
133,575 72.0 0.08
129,206 72.0 0.08
148,404 72.0 0.09
615,761 88.0 0.45
526,427 88.0 0.39
560,547 101.9 0.48
784,060 101.9 0.67
529,867 91,0 0.40
78,922 150.0 0.10
101,740 150.0 0.13
53,345.2 150.0 0.07
127,873.0 150,0 0.16
60,516.0 179.7 0.09
1,097,205.4 179.7 1.64
681,199.0 133.3 0.76
521,945.0 133.3 0.58
637,264.0 133.3 0.71
617,862.0 133.3 0.69
708,874.0 115.0 0.68
910,315.0 115.0 0.87
508,558.0 99.3 0.42
493,146.0 99.3 0.41
1,033,862 128.9 1.11
1,427,828 128.9 1.53
856,310 159JY'3 1.1,K]
Cumulative voes Removed
(Pounds)
15.36
15.82
16.04
16.39
16.81
17.23
17.82
18.18
18.18
18.45
18.70
18,95
19.01
19.06
19.14
19.22
19.31
19.76
20.15
20.63
21.30
21.70
21.80
21.93
22.00
22.16
22.25
23.89
24.65
25.23
25.94
26.63
27.31
28.18
28.60
29.01
30.12
31.65
32 '!8'i
0
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
System
Lower Dockery
12-1-98 to 12-31-98
12-31-98 to 1-27-99
1-27-99 to 2-23-99
2-23-99 to 3-30-99
3-30-99 to 4-29-99
TABLE 11
SUMMARY OF MASS voe REMOVAL ESTIMATES
MACON/DOCKERY SITE
Month of
influent
anatysis
Mar-96
Apr-96
May-96
Jun-96
Jul-96
Aug-96
Sep-96
Oct-96
Nov-96
Dec-96
Jan-97
Feb-97
Mar-97
Apr-97
May-97
Jun-97
Jul-97
Aug-97
Sep-97
Oct-97
Nov-97
Dec-97
Jan-98
Feb-98
Mar-98
Apr-98
May-98
Jun-98
Jul-98
Aug-98
Sep-98
Oct-98
Nov-98
Dec-98
Jan-99
Feb-99
Mar-99
Apr-99
RICHMOND COUNTY, NORTH CAROLINA
PAGE 3 OF 10
Average Total
Flow Volume for voe Pounds of voe
Period Concentration Removed For Period
(gallons) (ug/L) (Pounds)
328,448 200 0.55
191,090 150 0.24
245,715 146 0.30
8,619 152 0.01
151,827 152 0.19
126,232 170 0.18
63,833 170 0.09
460,379 170 0.65
183,210 140.8 0.22
137,594 140.8 0.16
286,202 140.8 0.34
90,912 140.8 0.11
277,823 110 0.25
180,560 110 0.17
684,855 116 0.66
501,987 116 0.49
581,027 116 0.56
414,199 84 0.29
461,049 84 0.34
457,604 84 0.32
308,463 62 0.16
272,079 62 0.14
788,548 82 0.41
123,013 57.9 0.06
287,027 57.9 0.14
452,535 57.9 0.22
141,936 56.8 0.07
453,014 56.8 0.21
504,860 56.8 0.24
453,131 62.2 0.23
591,481 62.2 0.31
471,729 62.2 0.24
642,213 52.6 0.28
415,550 52.6 0.18
361,051 52.6 0.16
522,107 35.2 0.15
622,194 35.2 0.18
704,292 35.2 0.21
Cumulative VOCs Removed
(Pounds)
0.55
0.79
1.09
1.10
1.29
1.4 7
1.56
2.21
2.43
2.59
2.93
3.04
3.29
3.46
4.12
4.61
5.17
5.46
5.80
6.12
6.28
6.42
6.83
6.89
7.03
7.25
7.32
7.53
7.77
8.00
8.31
8.55
8.83
9.01
9.17
9.32
9.50
9.71
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Month of
influent
System analysis
4-29-99 to 5-27-99 May-99
5-27-99 to 6-24-99 Jun-99
6-24-99 to 7-29-99 Jul-99
7-29-99 to 8-27-99 Aug-99
8-27-99 to 9-27-99 Sep-99
9-27-99 to 10-29-99 Oct-99
10-29-99 to 11-24-99 Nov-99
11-24-99 to 12-30-99 Dec-99
12-30-99 to 1-21-00 Jan--00
1-21-00 to 02-25-00 Feb-00
3-1-00 to 3-31-00 Mar-00
3-31-00 to 4-27-00 Ap,--00
4-27-00 to 5-26-00 May-00
5-26-00 to 6-30-00 Jun-00
6-30-00 to 7-26-00 Jul-00
7-26-00 to 8-29-00 Aug-00
8-29-00 to 9-25-00 Sep-00
9-25-00 to 10-26-00 Od-00
10-26-00 to 1-26-01 Jan--01
1-26-01 to 4-20-01 Apr-01
4-20--01 to 7-19--01 Jul-01
7-19-01 to 10-16-01 Od-01
11-06--01 to 02-08--02 Jan-02
5-1-02 to 7-31-02 Jul-02
8/1/02 to 10/31/02 Oct-02
11/1/02 to 1/31/03 Jan-03
11/1/02 to 3/14/03 Mar-03
2/1 /03 to 4/30/03 Apr-03
5/1 /03 to 7 /31/03 Jul-03
8/1/03 to 10/31/03 Oct-03
11/1/03 to 1/31/04 Jan-04
"2/1/04 to 3/19/04 Apr-04
TABLE 11
SUMMARY OF MASS voe REMOVAL ESTIMATES
MACON/DOCKERY SITE
RICHMOND COUNTY, NORTH CAROLINA
PAGE 4 OF 10
Average Total
Flow Volume for voe Pounds of VOC
Period Concentration Removed For Period
(gallons) (u\j"L) (Pounds)
581,688 47 0.23
427,905 47 0.17
473,998 47 0.19
226,628 36.9 0.07
459,303 36.9 0.14
591,217 36.9 0.18
464,502 22 0.09
447,951 22 0.08
503,520 22 0.09
95,167 22 0.02
235,556 22 0.04
212,338 22 0.04
485,789 30.3 0.12
382,997 30.3 0.10
500,849 30.3 0.13
284,722 37.5 0.09
587,633 37.5 0.18
512.427 37.5 0.16
769,926 37.5 0.24
125,989 37.5 0.04
927,723 37.5 0.29
162,133 37.5 0.05
1,705 37.5 0.00
577,048 37.5 0.18
160,412 37.5 0.05
7,031 37.5 0.00
10,624 28.7 0.00
513,265 28.7 0.12
1,042,935.4 9.9 0.09
218,037.103 9.9 0.02
659,633.5 6.5 0.04
553,193.290 6.5 0.03
Cumulative VOCs Removed
(Pounds)
9.94
10.11
10.30
10.37
10.51
10.69
10.78
10.86
10.95
10.97
11.01
11.05
11.17
11.27
11.40
11.49
11.67
11.83
12.07
12.11
12.40
12.45
12.45
12.63
12.68
12.68
12.68
12.80
12.89
12.91
12.95
12.98
Used October 2000 influent analytical data to calculate mass removal estimates for perk>d of 10-26-00 to 1-26-01
due to system operational problems.
*Lower Dockery groundwater remediation system shut down on 3/19/04
I
I
I
I Month of
influent
System analysis
I Macon Source Area Mar-96
Apr-96
I May-96
Jun-96
Jul-96
I
Aug-96
Sei>-96
Oct-96
Nov-96
I Dec-96
Jan-97
Feb-97
I Mar-97
Apr-97
May-97
I Jun-97
Jul-97
Aug-97
I Sei>-97
Oct-97
Nov-97
I Dec-97
Jan-98
Feb-98
I Mar-98
Apr-98
May-98
I Jun-98
Jul-98
Aug-98
I Sei>-98
Oct-98
Nov-98
12-1-98 to 12-31-98 Dec-98
I 12-31-98 to 1-27-99 Jan-99
I
I
I
TABLE 11
SUMMARY OF MASS voe REMOVAL ESTIMATES
MACON/DOCKERY SITE
RICHMOND COUNTY, NORTH CAROLINA
PAGE 5 OF 10
Average Total
Flow Volume for voe Pounds of voe
Period Concentration Removed For Period
(gallons) (ug/L) (Pounds)
426,083 55 0.20
364,772 61 0.19
257,720 41 0.09
114.048 60 0.06
202,477 43 0,07
207,503 61 0.11
209,649 61 0.11
101,512 61 0.05
116,354 42.6 0.04
137,045 42.6 0.05
146,036 42.6 0.05
215,730 63.9 0.11
223,222 63.9 0.12
253,167 63.9 0.13
223,177 82 0.15
234,669 82 0.16
117,736 82 0.08
50,248 124.9 0.05
36,264 124.9 0.04
70,207 124.9 0,07
102,326 122.5 0.10
114,452 122.5 0.12
178,387 122.5 0.18
178,387 201.6 0.30
145,526 201.6 0.24
600,Q75 201.6 1.01
410,905 139.6 0.48
431,360 139.6 0.50
329,835 139.6 0.38
473,093 142 0.56
513,868 142 0.61
493,849 142 0.58
498,670 203 0.84
371,824 203 0.63
337,877 203 0.57
Cumulative voes Removed
(Pounds)
0.20
0.39
0.48
0.54
0.61
0.72
0.83
0.88
0.92
0.97
1.02
1.13
1.25
1.38
1.53
1.69
1.77
1.82
1.86
1.93
2.03
2.15
2.33
2.63
2.87
3.88
4.36
4.86
5.24
5.80
6.41
6.99
7.83
8.46
9.03
I
I
I
I Month of
influent
System analysis
I 1-27-99 to 2-23-99 Feb-99
2-23-99 lo 3-30-99 Mar-99
3-30-99 to 4-29-99 Apr-99
I '4-29-99 to 5-27-99 May-99
5-27-99 to 6-24-99 Jun-99
6-24-99 to 7-29-99 Jul-99
I 7-29-99 to 8-27-99 Aug-99
8-27-99 to 9-27-99 Sep-99
9-27-99 to 10-29-99 Oct-99
I 10-29-99 to 11-24-99 Nov-99
11-24-99 to 12-30-99 Dec-99
12-30-99 to 1-21-00 Jan--00
I 1-21-00 to 2-25-00 Feb-00
3-1-00 to 3-31-00 Mar-00
3-31-00 to4-27-00 Apr-00
I '4-27-00 to 5-26-00 May-00
5-26-00 to 6-30-00 Jun-00
6-30-00 to 7-26-00 Jul-00
I 7-26-00 to 8-29-00 Aug-00
8-29-00 to 9-25-00 Sep-00
9-25-00 to 10-26-00 Oct-00
I 10-26-00 to 1-26--01 Jan-01
1-26-01104-20-01 Apr-01
4-20-01 to 7-19--01 Jul-01
7-19-01 to 10-18-01 Oct-01
I 11-06-01 to 02-08-02 Jan--02
5-1-02 to 7-31-02 Jul-02
8/1/02 to 10/31/02 Oct-02
I 11/1/02 to 1/31/03 Jan-03
11/1/02 to 3/14/03 Mar-03
2/1 /03 to 4/30/03 Apr-03
I 5/1 /03 to 7 /31 /03 Jul-03
8/1/03 to 10/31/03 Oct.-03
11/1/03 to 1/31/04 Jan-04
I 211 /04 to 4/30/04 Jan-04
5/1/04 to 07/31/04 Jan-04
I
I
I
TABLE 11
SUMMARY OF MASS voe REMOVAL ESTIMATES
MACON/DOCKERY SITE
RICHMOND COUNTY, NORTH CAROLINA
PAGE 6 OF 10
Average Total
Flow Volume for voe Pounds of voe
Period Concentration Removed For Period
(gallons) (u~) (Pounds)
384,124 499 1.60
539.925 499 2.25
431,729 499 1.80
388,443 441 1.43
409,066 441 1.50
502,412 441 1.85
228,824 568 1.08
820,215 568 3.88
530,478 568 2.51
390,353 575 1.87
543,545 575 2.61
170,316 575 0.82
357,840 184.5 0.55
335,782 184.5 0.52
331,270 184.5 0.51
151,212 154 0.19
300,123 154 0.39
231,991 154 0.30
186,494 503 0.78
84,780 503 0.36
180,071 503 0.76
526,024 85 0.37
261,860 85 0.19
226,260 527 0.99
208,250 527 0.91
120,992 682 0.69
166,455 375 0.52
262,381 375 0.82
109,119 375 0.34
16,977 643 0.09
98,452 643 0.53
24,733 70.9 0.01
66,440.3 70.9 0.04
1,061,901 204.0 1.81
764,057.1 204.0 1.30
1,126,293 204.0 1.92
Cumulative VOCs Removed
(Pounds)
10.63
12.88
14.68
16.11
17.61
19.46
20.54
24.42
26.93
28.80
31.41
32.23
32.78
33.30
33.81
34.00
34.39
34.69
35.47
35.83
36.59
36.96
37.15
38.14
39.05
39.74
40.26
41.08
41.42
41.51
42.04
42.05
42.09
43.90
45.20
47.12
I
I
I
I
I
n
I
n
System
D 08101/04 to 10/31/04
11/01/04 to 01/31/05
02/01/05 to 04/30/05
5/1/05 to 7/31/05
8/1 /05 lo 10/31/05
I 11/1/05 lo 01/31/06
2/1/06 to 4/30/06
5/1/06 to 7/31/06
I
I
I
I
I
I
I
TABLE 11
SUMMARY o,1M~~88Kt'k~irr~ ESTIMATES
Month of
influent
analysis
Jan-04
Jan-OS
Jan-05
Aug-OS
Aug-05
Jan-06
Jan-06
Aug-06
RICHMOND COUNTY, NORTH CAROLINA
PAGE 7 OF 10
Average Total
Flow Volume for voe Pounds of VOC
Period Concentration Removed FOf Period
(gallons) (ug/L) (Pounds)
912,927 204.0 1.55
648,840 160.5 0.87
428,952 160.5 0.57
775,057 105.4 0.68
451,291 105.4 0.40
882,380 1.5:l5i44.' -HJ"
905,080 ]_538" ~
479,065 112.4 · 0.45·
Cumulative voes Removed
(Pounds)
48.67
49.54
50.11
50.79
51.19 =-
..53AS-
_»93
I
I
I
I System
I U/L Macon
D
I
I
I
I
I
I
I 12-1-98 to 12-31-98
12-31-98 to 1-27-99
I 1-27-99 to 2-23-99
2-23-99 to 3-30-99
3-30-99 to 4-29-99
I
I
I
TABLE 11
SUMMARY OF MASS voe REMOVAL ESTIMATES
MACON/DOCKERY SITE
Month of
influent
analysis
Mar-96
Apr-96
May-96
Jun-96
Jul-96
Aug-96
Sep-96
Oct-96
Nov-96
Dec-96
Jan-97
Feb-97
Mar-97
Apr-97
May-97
Jun-97
Jul-97
Aug-97
Sep-97
Oct-97
Nov-97
Dec-97
Jan-98
Feb-98
Mar-98
Apr-98
May-98
Jun-98
Jul-98
Aug-98
Sep-98
Oct-98
Nov-98
Dec-98
Jan-99
Feb-99
Mar-99
Apr-99
RICHMOND COUNTY, NORTH CAROLINA
PAGE 8 OF 10
Average Total
Flow Volume for voe Pounds of voe
Period Concentration Removed For Period
(gallons) (ug/L) (Pounds)
375,318 24.0 0.08
709,726 24.0 0.14
482,220 23.0 0.09
48,305 31.0 0.01
759,920 22.0 0.14
638.400 31.0 0.16
302,505 31.0 0.08
640,760 31.0 0.17
871,155 25.3 0.18
725,549 25.3 0.15
596,131 25.3 0.13
795,239 24.4 0.16
939,710 24.4 0.19
918,080 24.4 0.19
999,040 24.0 0.20
605,792 24.0 0.12
223,859 24.0 0.04
911,679 23.0 0.17
917,631 23.0 0.18
821,135 23.0 0.16
140,796 16.0 0.02
844,299 16.0 0.11
531,692 16.0 0.07
1,051,002 22.9 0.20
932,266 22.9 0.18
662,272 22.9 0.13
876,945 22.3 0.16
448,056 22.3 0.08
776,195 22.3 0.14
857,122 22.5 0.16
821,424 22.5 0.15
718,543 22.5 0.13
251,141 16.5 0.03
713,232 16.5 0.10
835,206 16.5 0.11
586,579 20.3 0.10
1,035,893 20.3 0.18
894,763 20.3 0.15
Cumulative VOCs Removed
(Pounds)
0.08
0.22
0.31
0.32
0.46
0.62
0.70
0.87
1.05
1.20
1.33
1.49
1.68
1.87
2.07
2.19
2.23
2.40
2.58
2.74
2.76
2.87
2.94
3.14
3.32
3.45
3.61
3.69
3.83
3.99
4.14
4.27
4.30
4.40
4.51
4.61
4.79
4.94
I
I
I
I System
I 4-29-99 to 5-27-99
5-27-99 to 6-24-99
6-24-99 to 7-29-99
7-29-99 to 8-27-99
8-27-99 to 9-27-99
9-27-99 to 10-29-99
10-29-99 to 11-24-99
D 11-24-99 to 12-30-99
12-30-99 lo 1-21-00
1-21-00 to 2-25--00
3-1-00 to 3-31-00
3-31-00 lo 4-27-00
el-27-00 lo 5-26-00
I 5-26-00 lo 6-30-00
6-30-00 lo 7-26-00
7-26-00 lo 8-29-00
I 8-29-00 to 9-25-00
9-25-00 lo 10-26-00
10-26--00 to 1-26-01
I 1-26-01 lo 4-20-01
4-20-01 to 7-19-01
7-19-01 to 10-16-01
I 11-06-01 to 02-08-02
5-1-02to7-31-02
8/1102 to 10/31102
I 1111102 to 1/31103
211103 lo 4/30103
5/1/03 to 7/31/03
I 811/03 lo 10/31103
11/1/03 to 1/31/04
211104 lo 4130104
511104 to 07131/04
I 08/01/04 lo 10131/04
11101104 to 01131/05
02/01105 lo 04/30105
I 511105 lo 7131105
8/1/05 to 10/31/05
I
I
I
TABLE 11
SUMMARY OF MASS voe REMOVAL ESTIMATES
MACON/DOCKERY SITE
Month of
influent
analysis
May-99
Jun-99
Jul-99
-Aug-99
Sep-99
Od-99
Nov-99
Oec-99
Jan-00
Feb-00
Mar-00
Apr-00
May-00
Jun-00
Jul-00
Aug-00
Sep-00
Oct-00
Jan-01
Apr-01
Jul-01
Oct-01
Jan--02
Jul--02
Oct--02
Jan-03
Apr-03
Jul-03
Oct-03
Jan-04
Jan-04
Jan-04
Jan-04
Jan-05
Jan-05
Aug-05
Aug--05
RICHMOND COUNTY, NORTH CAROLINA
PAGE9 OF 10
Average Total
Flow Volume for voe Pounds of voe
Period Concentration Removed For Period
(gallons) (ug/L) (Pounds)
828,049 21.0 0.14
809,334 21.0 0.14
582,110 21.0 0.10
635,226 17,0 0.09
768,831 17.0 0.11
894,735 17.0 0.13
646,405 13.5 0.07
575,397 13.5 0.06
261,658 13.5 0.03
161,156 7.8 0.01
308,952 7.8 0.02
416,369 7.8 0.03
127,597 14.6 0.02
607,951 14.6 0.07
425,691 14.6 0.05
380,931 33.2 0.11
919,139 33.2 0.25
242,990 33.2 0.07
200,354 33.2 0.06
145,019 33.2 0.04
454,181 46.5 0.18
1,968,749 46,5 0.76
7,215,481 4.4 0.26
1,300,736 4.4 0.05
572,440 4.4 0.02
390,408 12.4 0.04
2,545,412 12.4 0.26
1,016,735 0,0 0.00
432,785 0.0 0,00
2,375,008 31.6 0.63
4,041,045 31.6 1.06
1,807,409 31.6 0.48
2,645,862 31.6 0.70
2,171,719 56.5 1.02
4,547,891 56.5 2.14
3,508,177 47.4 1.38
1,990,745 47,4 0.79
Cumulative VOCs Removed
(Pounds)
5.08
5.22
5.32
5.41
5.52
5.65
5.72
5.78
5.81
5.82
5.84
5.87
5.89
5.96
6.01
6.12
6.37
6.44
6.50
6.54
6.72
7.48
7,74
7.79
7.81
7.85
8.11
8.11
8.11
8.74
9.80
10.28
10.98
12.00
14.14
15.52
16.31
I
I
I
I
I
I
I
I
u
I
I
I
I
I
I
I
I
System
11/112005 to 01/31/2006
211106 to 4130106
511106 to 7131106
Month of
influent
anatysis
Jan--06
Jan--06
Aug--06
TABLE 11
SUMMARY OF MASS voe REMOVAL ESTIMATES
MACON/DOCKERY SITE
RICHMOND COUNTY, NORTH CAROLINA
PAGE 10 OF 10
Average Total
Flow Volume for voe Pounds of voe
Period Concentration Removed For Period
(gallons) (ug/L) (Pounds)
3,847,920 -44:0' ,i g . 4 ;...,,-i---
3,838,920 ~48 .. '! µr
2,041,180 39.2 · 0.67·
Cumulative voes Removed
(Pounds)
:l-7-72
J0'.13-
J9:80
I
I
I
I
I
I
I
I
I
n
D
D
R
I
I
I
Well
Number
Upper
Dockerv
MW 15*
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond Countv, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (fl\ (fl\
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
1/18/2001 43.28
7/11/2001 43.11
1/16/2002 46.56
7/31/2002 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
7/30/2005 45.25
8/2/2006 44.38
Corrected
Groundwater
Elevation lftl
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
211.85
212.72
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
D
u
Well
Number
MW 15A
Table 12
Groundwater Elevation Data
Maconffiockery 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
1 l/12/1997 40.04
2/4/1998 3 l.91
5/5/1998 31.97
8/5/1998 38.55
l l/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
l/18/200 l 41.05
7/l l/2001 41.00
l/16/2002 44.70
7/30/2002 43.22
l/28/2003 36.19
7/10/2003 33.66
l/13/2004 42.24
6/28/2004 43.80
l/27/2005 44.37
7/30/2005 44.01
8/2/2006 43.82
Corrected
Groundwater
Elevation (ft)
222.52
221.27
221.33
220.40
219.09
221.13
221.76
221.96
220.4 l
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.l0
223.63
215.05
213.49
212.92
213.28
213.47
I
I
I
I
I
I
I
I
I
I
g
0
D
I
I
I
Well
Number
LM-5
Table 12
~:.xmrn-:.:,nt2'::-fi'l.t~•,nux:-: 11:nn
M aeon/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 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
7/31/2005 43.85
8/2/2006 43.45
Corrected
Groundwater
Elevation (ft)
120.09
142.68
119.79
119.73
143.74
119.69
119.75
142.75
119.71
118.60
118.55
144.49
118.47
118.86
118.47
144.14
145.24
111.05
132.02
142.39
141.59
139.59
140.24
144.27
149.53
145.14
144.51
144.59
142.74
143.14
I
I
I
I
I
I
I
I
I
I
D
D
m
I
I
I
I
Well
Number
LM-4
Table 12
~;.xmnt..'itt12.:. rrn"•,:n;:,m nnut
Macon/Dockery Site
Richmond Countv, 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 46.03
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
11/2/1999 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 39.87
1/28/2003 31.25
7/10/2003 21.35
1/13/2004 35.60
6/28/2004 35.60
1/27/2005 37.66
7/31/2005 35.47
8/2/2006 50.28
Corrected
Groundwater
Elevation (ft)
98.24
129.12
109.93
91.98
130.02
99.04
111.70
129.55
110.83
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
13 1.24
129.18
131.37
116.56
I
I
I
I
I
I
I
I
I
I
I
I
I
• u
,g
D
Well
Number
LM-3
Table 12
~:.;:::;;.:~;;:t~:. t't~;,:;r;::;.: K:t:
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 33.48
11/3/1998 26.75
2/10/1999 34.02
5/ l 2/ 1999 33. 78
8/5/1999 34.08
11/2/1999 26.24
2/16/2000 24.50
5/8/2000 25.44
8/3/2000 36.07
1/18/2001 26.93
7/10/2001 36.42
1/16/2002 29.00
7/30/2002 28.80
1/28/2003 25.78
7110/2003 22.49
1/13/2004 32.25
6/28/2004 33.15
1/27/2005 34.09
7/31/2005 26.85
8/2/2006 33.23
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
130.24
123.86
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
LM-2
Table 12
~;.x~;;::1.-:,::1:.:. t'1:.:,::1:x;; 11::i::
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
I 1/8/1996 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
1/18/2001 26.37
7/10/2001 28.78
1/16/2002 28.72
7/30/2002 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
7/31/2005 25.80
8/2/2006 26.89
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
131.40
130.31
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
LM-1
Table 12
'-"' vuuun"'"'' ~,..,,.,.,,.,,. L'"'"
,,roundu,.,,t<>r 1<'l,:n,.,,tion O,i,t,:,,
-Macon/Dockery Site
Richmond Countv, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
6/5/1996 175.68 69.79
711/1996
38.61
7130/l 996 69.78
11/8/1996
70.04
2/4/1997
36.12
5/ I 2/l 997 68.90
8/5/1997
69.94
11/11/1997 38.31
2/4/1998 69.65
5/511998
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
7/10/2001 37.73
1/16/2002 40.41
7/30/2002 39.40
1/28/2003 62.00
7/ I 0/2003 30.79
1/13/2004 36.70
6/28/2004 35.79
1/27/2005 36.95
7131/2005 35.99
8/2/2006 50.23
Corrected
Groundwater
Elevation (ft)
105.89
137.07
105.90
105.64
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
139.69
125.45
I
I
I
I
I
I
I
I
I
g
I
H
D
D
Well
Number
MW22*
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond Countv, 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/ I 999 5.98
2/16/2000 5.42
5/8/2000 6.12
8/3/2000 7.25
I/ 18/200 I 9.48
7/10/200 I NM
1/16/2002 6.80
7/30/2002 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
7/31/2005 6.58
8/2/2006 6.00
Corrected
Groundwater
Elevation (ft)
122.52
121.49
122.66
121.38
121.20
121.47
125.94
121.29
122.22
121.45
121.69
122.01
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
121.67
122.25
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
g
Well
Number
MW 14R
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
2/1411996 175.95 34.50
4/2/1996 38.81
512/1996 39.27
615/1996 38.85
711/1996 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
5112/1999 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 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
7/31/2005 34.82
8/2/2006 33.79
Corrected
Groundwater
Elevation (fl)
141.45
137.14
136.68
137.10
137.97
135.92
135.56
140.35
137.2 I
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
141.13
142.16
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
MW 14
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, 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
6/5/1996 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 dry
I 1/2/1999 33.50
2/16/2000 32.32
5/8/2000 32. 18
8/3/2000 41.70
1/18/200 I dry
7/10/200 I 35.27
1/16/2002 DRY
7/30/2002 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
7/31/2005 34.15
8/2/2006 32.94
Corrected
Groundwater
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
142.80
143.19
144.40
I
I
D
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 County, 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
5/2/1996 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 48.23
5/8/2000 48.05
8/3/2000 50.40
1/18/2001 50.52
7/10/2001 DRY
1/16/2002 DRY
7/30/2002 53.10
1/28/2003 48.61
7/10/2003 40.01
l/ 13/2004 46.50
6/28/2004 48.46
1/27/2005 49.71
7/31/2005 49.55
8/19/200'6 48.20
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
139.12
140.47
I
I
n
D
I
I
I
I
I
I
I
I
I
I
I
Well
Number
MW 12
Table 12
Groundwator Elovation D1ltll
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 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
7/31/2005 25.61
8/2/2006 25.62
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
146.37
146.36
g
n
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
!Lower
:Macon
MW4
Table IZ
Groundwater Elevation Data
Macon/Dockery Site
Richmond Countv, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
2/14/1996 184.21 40.79
4/2/1996 46.08
5/2/1996 45.72
6/5/ I 996 43.29
7/1/1996 42.09
7/30/1996 45.71
11/8/1996 46.35
2/4/1997 40.86
5/12/1997 44.15
8/5/ I 997 44.08
11/12/1997 41.79
2/4/1998 42.77
5/5/1998 40.60
8/6/1998 41.77
11/3/1998 40.12
2/10/1999 43.22
5/12/1999 43.16
8/5/1999 26.48
11/2/1999 42.56
2/16/2000 39.70
5/8/2000 40.35
8/3/2000 41.15
1/18/200 I 42.24
7/10/200 I 43.17
1/16/2002 45.26
7/30/2002 44.73
1/28/2003 34.52
7/10/2003 39.22
1/13/2004 39.35
6/28/2004 40.75
1/27/2005 40.56
7/31/2005 40.23
8/2/2006 39.11
Corrected
Groundwater
Elevation (ft)
I
143.42
138.13
138.49
140.92
142.12
138.50
137.86
143.35
140.06
140.13
142.42
141.44
143.61
142.44
144.09
140.99
141.05
157.73
141.65
144.51
143.86
143.06
141.97
141.04
138.95
139.48
149.69
144.99
144.86
143 .46
143.65
143.98
145.10
I
D
D
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
UM-7
Table 12
~:.~:-::::1:;,:1;;:. 111~:,:;:~;: tt:i:
Macon/Dockery Site
Richmond Countv, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
6/5/1996 187.29 54.45
7/1/1996 54.58
7/30/1996 54.59
11/8/1996 55.00
2/4/1997 54.73
5/12/1997 55.34
8/5/1997 54. 78
11/12/1997 19.96
2/4/1998 54.75
5/5/1998 54.73
8/6/1998 54.98
11/3/1998 22.57
2/10/1999 54.72
5/12/1999 54.53
8/5/1999 54.79
11/2/1999 54.75
2/16/2000 48.91
5/8/2000 19.30
8/3/2000 54.57
1/18/2001 19.32
7/10/2001 54.87
1/16/2002 21.79
7/30/2002 21.02
1/28/2003 17.76
7/10/2003 17.72
1/13/2004 45.25
6/28/2004 20.40
1/27/2005 48.12
7/31/2005 48.60
8/2/2006 33.92
Corrected
Groundwater
Elevation (ft)
132.84
132.71
132.70
132.29
132.56
131.95
132.51
167.33
132.54
132.56
132.31
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
138.69
153.37
n
D
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
ilJM-6
Table 12
~:.~::~~;:,::;~:. tit~;,:;;:~~ K:t:
Macon/Dockery Site
Richmond Countv, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ftl (fl)
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 10.51
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 10.08
5/8/2000 13.17
8/3/2000 20.90
1/18/200 I 8.62
7/10/200 I 18.75
1/16/2002 12.65
7/30/2002 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
7/31/2005 13.05
8/2/2006 10.98
Corrected
Groundwater
Elevation (ft)
161.33
159.82
155.47
158.65
158.26
157.79
158.60
163.21
162.54
161.75
156.65
163.41
156.73
154.15
154.15
151.83
162.97
159.88
152.15
164.43
154.30
160.40
161.91
165.46
164.25
162.80
160.34
160.10
160.00
162.07
g
n
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
UM-5
Table 12
~:.~::~;i;;,:;~:. ~l~:,:H~~ K:t:
Macon/Dockery Site
Richmond Countv, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (fl)
6/5/1996 168.32 11.77
7/1/1996 12.13
7/30/1996 16.92
11/8/1996 13.85
2/4/1997 14.92
5/12/1997 16.15
8/5/1997 13.65
11/12/1997 6.09
2/4/1998 14.03
5/5/1998 17.38
8/6/1998 17.57
11/3/ I 998 6.09
2/10/1999 16.71
5/12/1999 19.45
8/5/1999 19.21
11/2/1999 26.98
2/16/2000 7.51
5/8/2000 11.03
8/3/2000 20.30
1/18/200 I 4.74
7/10/2001 16.72
1/16/2002 9.18
7/30/2002 7.44
1/28/2003 3.45
7/10/2003 3.85
1/13/2004 8.00
6/28/2004 6.49
1/27/2005 13.75
7/31/2005 14.50
8/2/2006 5.92
Corrected
Groundwater
Elevation (fl)
156.55
156.19
151.40
154.47
153.40
152.17
154.67
162.23
154.29
150.94
150.75
162.23
151.61
148.87
149.11
141.34
160.81
157.29
148.02
163.58
151.60
159.14
160.88
164.87
164.47
160.32
161.83
154.57
153.82
162.40
I
I
D
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
UM-4
Table 12
~:.x::~rn::,:i;;:. 111:.:,:Hx~ 11:i:
Macon/Dockery Site
Richmond Countv, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
6/5/1996 171.91 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
2/4/1998 38.19
5/5/1998 45.78
8/6/1998 41.81
11/3/1998 9.30
2110/ I 999 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 I 1.08
1/28/2003 6.99
7/10/2003 7.45
1/13/2004 12.83
6/28/2004 10.12
1/27/2005 25.10
7/31/2005 19.56
8/2/2006 15.03
Corrected
Groundwater
Elevation (fl)
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
13 1.78
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
152.35
156.88
R
0
D
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
UM-3
Table 12
1-!t-KHH>f-lJ.lffkt-ti'lh-l,lfHXH f'llfflf
Macon/Dockery Site
Richmond Countv, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (fl)
6/5/1996 180.35 32.17
7/1/1996 32.18
7/30/1996 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 32.09
1/18/200 I 18.39
7/10/200 I 32.33
1/16/2002 22.75
7/30/2002 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
7/31/2005 25.24
8/2/2006 32.08
Corrected
Groundwater
Elevation (fl)
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
155.11
148.27
I
n
D
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
UM-2
Table 12
~:.::::-::.:~;;,:i:.:. 111;.,·,:;i:::::.: «:i:
Macon/Dockery Site
Richmond Countv, 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/ I 997 45.72
11/12/1997 40.01
2/4/ I 998 49.57
5/5/1998 48.14
8/6/1998 50.59
11/3/1998 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 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
7/31/2005 53.18
8/2/2006 49.22
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
140.95
144.91
I
I
I
I
I
I
I
I
I
I
I
I
I
I
g
D
Well
Number
UM-I
Table 12
~!-!"!:!!!~::,:♦:;!. 111:;:,:H~:! K:♦:
Macon/Dockery Site
Richmond Countv, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
6/5/1996 183.68 37.0 I
7/1/1996 36.47
7/30/1996 41.10
11/8/1996 39.44
2/4/1997 39.36
5/12/1997 40.46
8/5/1997 42.03
11/12/1997 30.86
2/4/1998 45.99
5/5/1998 44.93
8/6/1998 46.32
11/3/1998 36.00
2/10/1999 46.23
5/12/1999 46.16
8/5/1999 47.19
11/2/1999 48.01
2/16/2000 37.34
5/8/2000 40.45
8/3/2000 Dry
1/18/200 I 31.40
7/10/200 I 45.00
1/16/2002 35.87
7/30/2002 34.75
1/28/2003 47.88
7/10/2003 30.00
1/13/2004 39.95
6/28/2004 31.47
1/27/2005 52.60
7/31/2005 55.08
8/2/2006 45.30
Corrected
Groundwater
Elevation (ft)
146.67
147.21
142.58
144.24
144.32
143.22
141.65
152.82
137.69
138.75
137.36
147.68
137.45
137.52
136.49
135.67
146.34
143.23
Dry
152.28
138.68
147.81
148.93
135.80
153.68
143.73
152.21
131.08
128.60
138.38
I
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 Countv, 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/ I 996 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
I 1/2/1999 8.98
2/16/2000 6.13
5/8/2000 6.78
8/3/2000 9.03
1/18/200 I 24.62
7/10/200 I 8.77
1/16/2002 10.47
7/30/2002 10.15
1/28/2003 4.77
7/10/2003 4.65
I/ 13/2004 6.69
6/28/2004 7.62
1/27/2005 8.60
7/31/2005 7.35
8/19/2006 6.83
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
151.87
I 51.43
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
148.19
148.71
I
I
I
I
I
I
I
I
I
a
I
g
g
0
D
Well
Number
Upper
Macon
MW21*
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond Countv, North Carolina
Date Surveyed Depth to Corrected
Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
2/14/1996 155.52 14.52 141.00
2123/1996 15.60 139.92
2128/1996 14.65 140.87
5/2/1996 14.38 141.14
6/5/1996 15.47 140.05
7/30/1996 7.02 148.50
11/7/1996 14.62 140.90
214/1997 14.48 141.04
5/12/1997 14.44 141.08
8/511997 15.25 140.27
11/12/1997 15.79 139.73
214/1998 13.98 141.54
5/5/1998 12.27 143.25
8/6/1998 14.33 141.19
11/3/1998 14.80 140.72
2/10/1999 13.74 141.78
5/1211999 14.44 141.08
8/5/1999 16.71 138.81
11/2/1999 15.85 139.67
2/16/2000 14.25 141.27
518/2000 15.14 140.38
8/3/2000 17.85 137.67
1/18/200 I 17.75 137.77
7/l 0/200 I 17.86 137.66
1/1612002 19.95 135.57
7131/2002 19.20 136.32
1/28/2003 I 5.18 140.34
7/10/2003 14.57 140.95
1/ I 3/2004 16.08 I 39.44
6/28/2004 17.21 138.31
1/27/2005 18.99 136.53
7131/2005 18.33 137.19
8/19/2006 17.00 138.52
I
I
I
I
I
I
I
I
I
I
I
I
I
n
I
n
Well
Number
UMS-5
Table 12
~;.;:;;~;:i;.',:;t;;;. i;fi;;:,:t!:::~ K:t:
Macon/Dockery Site
Richmond Countv, 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/ l 996 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/ l 998 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 81.19
8/3/2000 83.55
1/18/2001 77.49
7/10/2001 66.30
1/16/2002 79.00
7/30/2002 76.65
1/28/2003 50.29
7/10/2003 77.51
1/13/2004 43.45
6/28/2004 45.61
1/27/2005 80.20
7/31/2005 68.60
8/2/2006 80.30
Corrected
Groundwater
Elevation (ft)
175.07
176.62
174.75
177.70
174.67
216.13
175.00
175.73
175.69
218.40
200.05
180.80
176.86
175.50
174.38
174.77
175.17
176.43
174.07
180.13
191.32
178.62
180.97
207.33
180.11
214.17
212.01
177.42
189.02
177.32
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
UMS-4
Table 12
~J.KtHUI.U,'fHi;t-li"f:15,i',lftUUt nnut
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (fl) (fl)
6/5/1996 236.53 75.66
7/1/1996 76.58
7/30/1996 76.98
11/8/1996 76.44
2/4/1997 36.60
5/12/1997 33.55
8/5/1997 77.68
11/12/1997 38.40
2/4/1998 77.88
5/5/1998 58.44
8/6/1998 78.04
11/3/1998 78.05
2/ I 0/ 1999 78.04
5/12/1999 53.82
8/5/1999 36.70
11/2/1999 49.62
2/16/2000 46.41
5/8/2000 39.50
8/3/2000 39.30
1/18/200 I 42.02
7110/200 I 43.34
1/16/2002 46.19
7/30/2002 48.00
I /28/2003 45.38
7/10/2003 34.70
1/13/2004 63.30
6/28/2004 65.10
1/27/2005 57.90
7/31/2005 63.25
8/2/2006 76.01
Corrected
Groundwater
Elevation (ft)
160.87
159.95
159.55
160.09
199.93
202.98
158.85
198.13
158.65
178.09
158.49
I 58.48
158.49
182.71
199.83
186.91
190.12
197.03
197.23
194.51
193.19
190.34
188.53
191.15
201.83
173.23
171.43
178.63
178.63
178.63
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
r-!t-KHtt>tU,fftkt-li"lh;-.',ffHHtf Hlfltt
Macon/Dockery Site
Richmond Countv, 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
2/4/1997 42.68
5/12/1997 71.80
8/5/ I 997 72.88
11/12/1997 62.98
2/4/1998 72.50
5/5/1998 38.95
8/6/1998 49.98
11/3/1998 67.65
2/ I 0/1999 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
1/18/200 I 71.61
7/10/200 I 58.56
1/16/2002 69.10
7/30/2002 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
7/31/2005 54.59
8/2/2006 64.88
Corrected
Groundwater
Elevation (ft)
192.29
162.97
162.88
162.62
193.07
163.95
162.87
172.77
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
181.16
170.87
I
I
I
I
D
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
7/1/1996 57.60
7/30/1996 64.58
l l/8/l 996 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
l l/3/1998 57.28
2/l 0/1999 62.24
5/12/l 999 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
l/18/200 l 44.22
7/l 0/200 l 43.36
1/l 6/2002 46. 18
7/30/2002 46.76
1/28/2003 42.80
7/10/2003 37.01
1/13/2004 40.58
6/28/2004 41.55
l/27/2005 40.03
7/31/2005 40.12
8/2/2006 43.26
Corrected
Groundwater
Elevation (ft)
I 71.56
178.71
l 71. 73
170.91
174.16
198.36
197.75
172.72
179.56
186.32
182.65
179.03
174.07
l 71.60
17!.16
l 71.24
l 95.23
195.59
l 7 l.48
192.09
192.95
190.13
189.55
193.51
199.30
195.73
194.76
196.28
196.19
193.05
I
I
I
I
I
I
I
D
I
I
I
I
I
I
I
I
I
Well
Number
UMS-1
Table 12
~;.x:,rnM-u,:n::,,.;. 1r12,.;,:u;xH n:;rn
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (fl)
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
8/6/1998 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 41.7 I
5/8/2000 40.27
8/3/2000 44.60
1/18/200 I 56.37
7/10/200 I 44.23
1/16/2002 47.90
7/30/2002 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
7/31/2005 53.44
8/2/2006 54.29
Corrected
Groundwater
Elevation (ft)
194.81
194.26
180.36
180.08
199.11
198.16
189.77
184.66
I 98.3 I
195.58
188.78
200.16
I 99.42
182.30
180.18
I 95.17
197.25
198.69
194.36
182.59
194.73
191.06
190.37
196.05
202.23
189.96
189.56
185.01
185.52
184.67
I
I
I
I
I
I
I
g
D
I
I
I
I
I
I
I
I
I
I
Well
Number
MW9*
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond Countv, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (fl) (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
1/18/200 I 46.97
7/10/200 I 47.85
1/16/2002 DRY
7/30/2002 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
7/31/2005 45.80
8/2/2006 44.02
Corrected
Groundwater
Elevation (ftl
207.48
207.38
206.40
210.05
208.04
210.53
211.19
21 1.24
211.78
213.43
212.40
212.5 I
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
208.28
210.06
I
I
I
I
I
I
D
n
I
I
I
I
I
I
I
I
I
I
Well
Number
MW 19*
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond Countv, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
211211996 236.89 38.49
2/14/1996 38.82
2/2311996 40.90
2/2811996 40.50
511/1996 38.44
615/1996 37.91
7/1/1996 39.23
7/30/1996 39.65
11/8/1996 37.10
21411997 35.33
5112/1997 33.37
8/511997 36.45
11/12/1997 38.38
2/4/1998 33.02
515/1998 27.69
8/6/1998 31.30
11/3/1998 32.47
2110/1999 33.08
5/12/1999 34.26
8/5/ I 999 36.45
11/2/1999 39.06
2/16/2000 37.92
5/8/2000 38.13
813/2000 39.75
1/18/200 I 43.00
7/10/200 I 47.18
1/16/2002 DRY
7/30/2002 DRY
1/2812003 44.55
7/10/2003 34.15
1/13/2004 38.80
6128/2004 42.03
1/27/2005 44.70
7/31/2005 43.77
8/2/2006 42.37
Corrected
Groundwater
Elevation (ftl
198.40
198.07
195.99
196.39
198.45
198.98
197.66
197.24
199.79
201.56
203.52
200.44
198.51
203.87
209.20
205.59
204.42
203.81
202.63
200.44
197.83
198.97
198.76
197.14
193.89
189.71
192.34
202.83
198.09
194.86
192.19
193.12
194.52
I
I
I
I
I
D
I
I
I
I
I
I
I
I
I
I
I
Well
Number
MW !IA
Table 12
Ground-cahtr ~IO¥Qtion DQtQ
Macon/Dockery Site
Richmond Countv, North Carolina
Date Surveyed Depth to Corrected
Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
2/12/1996 270.28 30.22 240.06
4/211996 27.05 243.23
5/1/1996 28.05 242.23
6/5/1996 30.62 239.66
7/1/1996 32.15 238.13
7/30/1996 33.11 237.17
1118/1996 27.15 243.13
2/4/1997 26.94 243.34
5/1211997 25.35 244.93
815/1997 29.60 240.68
11/12/1997 33.25 237.03
21411998 19.90 250.38
5/5/1998 20.35 249.93
81611998 29.12 241.16
11/3/1998 28.98 241.30
2/1011999 25.82 244.46
5/12/1999 29.68 240.60
815/1999 34.48 235.80
11/2/1999 33.72 236.56
2/1612000 27.30 242.98
51812000 30.13 240.15
8/312000 35. 15 235.13
l/ 181200 I 37.88 232.40
71101200 I 36.06 234.22
1/16/2002 42.85 227.43
7130/2002 42.75 227 .53
1/28/2003 30.02 240.26
7/10/2003 24.20 246.08
1/13/2004 31.96 238.32
6/28/2004 34.18 236.10
1/27/2005 37.00 233 .28
7131/2005 36.25 234.03
8/2/2006 35.19 235.09
I
I
I
D
D
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
MW!!*
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond Countv, 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/ I 996 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
I /16/2002 43.89
7/30/2002 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
7/31/2005 36.48
8/2/2006 34.90
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
235.44
237.02
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
MW 10
Table 12
Groundwater Elevation Dota
Macon/Dockery Site
Richmond Countv, 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 33.31
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/ I 0/1999 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
1/18/2001 44.16
7/10/2001 44.57
1/16/2002 48.92
7/30/2002 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
7/31/2005 46.66
8/2/2006 42.72
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
228.34
227.56
225.86
221.35
220.94
216.59
215.33
216.49
231.50
226.96
220.06
218.62
218.85
222. 79
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
MW8A
Table 12
Groundw11t,gr ~lovaition Dot11
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
2/12/1996 234.44 44.83
4/2/1996 45.53
5/1/1996 45.81
6/5/1996 45.73
7/1/1996 49.12
8/1/1996 46.92
2/4/1997 44.27
5/12/1997 44.93
8/5/1997 45.82
11/12/1997 47.68
2/4/1998 33.47
5/5/1998 39. 18
8/5/1998 43.38
11/3/1998 44.02
2/10/1999 42.21
5/12/1999 43.30
8/5/1999 44.93
11/2/1999 47.10
2/16/2000 44.11
5/8/2000 48.41
8/3/2000 48.10
1/18/200 I 51.71
7/10/2001 52.70
1/16/2002 53.33
7/30/2002 56.13
1/28/2003 48.96
7/10/2003 42.65
1/13/2004 42.70
6/28/2004 44.85
1/27/2005 53.24
7/31/2005 50.37
8/2/2006 48.21
Corrected
Groundwater
Elevation (ft)
189.61
188.91
I 88.63
188.71
185.32
187.52
190.17
189.51
188.62
186.76
200.97
195.26
191.06
190.42
192.23
191.14
189.51
187.34
190.33
186.03
186.34
182.73
181.74
18 I. I I
178.31
185.48
I 91.79
191.74
189.59
181.20
184.07
186.23
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
MW8
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond Countv. North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ftl (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
5/5/1998 32.60
8/6/1998 35.02
11/3/1998 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
I /18/200 I 45.25
7/10/200 I 44.94
I /16/2002 45.79
7/30/2002 47.15
1/28/2003 43.17
7/10/2003 38.05
1/13/2004 42.41
6/28/2004 44.51
1/27/2005 45.36
7/31/2005 45.08
8/2/2006 42.72
Corrected
Groundwater
Elevation (ft)
194.56
194.47
193.53
193.03
I 91.28
190.66
191.78
197.39
I 95.85
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
189.46
I 91.82
I
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
11/4/1998 35.84
2/10/1999 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
1/18/200 I 39.82
7/10/200 I 44.33
1/16/2002 40.76
7/30/2002 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
7/31/2005 39.28
8/2/2006 37.26
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
I 90.07
188.37
192.11
191.40
182.01
188.59
184.08
187.65
186.86
190.39
196.03
192.16
190.29
188.86
189.13
191.15
I
I
I
I
I
I
I
I
I
I
I I
I
I
I
I
I
I
I
I
Well
Number
MW6
Table 12
Ground.,a,i$r li:lo•a.tion Da.tA
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 41.72
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
5/511998 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
1/18/200 I 46.32
7/10/2001 43.03
1/16/2002 44.88
7/30/2002 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
7/31/2005 45.21
8/2/2006 42.59
Corrected
Groundwater
Elevation (ft)
197.34
195.52
195.23
198.08
195.41
192.86
193.08
198.05
198.60
197.27
193.40
196.70
203.31
199.28
199.25
198.36
194.68
193.95
194.27
196.39
197.00
193.58
190.81
194.10
192.25
189.83
194.32
201.57
196.01
193.97
190.96
191.92
194.54
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I I
I
Well
Number
MW5
Table 12
Groundwater Elev,dion 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
1/18/200 I 43.30
7/ 10/200 I 44.69
1/16/2002 48.69
7/30/2002 50.85
1/28/2003 42.85
7/10/2003 26.17
1/13/2004 39.25
6/28/2004 41.70
1/27/2005 45.15
7/31/2005 44.78
8/2/2006 41.84
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
191.66
208.34
195.26
192.81
189.36
189.73
192.67
I
I
I
I
I
I
I
I
I
I
I
I
I
I
,I
I
I
I
Well
Number
MW3
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond Countv, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
2/12/1996 220.67 26.60
5/1/1996 28.35
6/5/1996 28.16
7/1/1996 29.86
8/1/1996 30.01
11/8/1996 28.57
2/4/1997 26.03
5/12/1997 27.50
8/5/1997 26.08
11/12/1997 28.51
2/4/ I 998 23.79
5/5/ I 998 21.44
8/6/1998 23.39
11/3/1998 24.26
2/10/1999 42.46
5/12/1999 25.26
8/5/1999 26.64
11/2/1999 28.92
2/16/2000 27.05
5/8/2000 27.58
8/3/2000 29.33
1/18/200 I 31.82
7/11/200 I 33.10
I/ 16/2002 35.98
7/30/2002 37.30
1/28/2003 33.34
7/10/2003 25.35
1/13/2004 28.80
6/28/2004 30.05
1/27/2005 31.20
7/30/2005 31.15
8/2/2006 29.83
Corrected
Groundwater
Elevation (ft)
194.07
192.32
192.51
190.81
190.66
192.10
194.64
193.17
194.59
I 92.16
196.88
199.23
197.28
196.41
178.21
195.41
194.03
191.75
193.62
193.09
191.34
188.85
187.57
184.69
183.37
187.33
195.32
191.87
190.62
189.47
189.52
190.84
I
I
I
I
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 Countv, North Carolina
Date Surveyed Depth lo
Casing Groundwater
Elevation (ft) (fl)
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/ I 996 40.37
7/30/1996 43.57
11/8/1996 40.91
2/4/1997 38.70
5/12/1997 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 43.76
1/28/2003 39.80
7/ I 0/2003 34.10
I/ IJ/2004 37.97
6/28/2004 39.11
1/27/2005 42.10
7/30/2005 41.90
8/2/2006 37.25
Corrected
Groundwater
Elevation (ft)
193.38
193.27
191.05
I 91.83
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
188.93
193.58
I
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 Countv, North Carolina
Well Date Surveyed Depth to
Number Casing Groundwater
Elevation (ft) (ft)
Macon 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
1/18/2001 41.19
7/10/200 I 39.74
1/16/2002 43.16
7/30/2002 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
7/30/2005 41.46
8/2/2006 38.48
Corrected
Groundwater
Elevation (ft)
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
189.93
192.91
I
I
I
I
I
I
I
I
I
I
I
I
n
I
I
I
I
I
I
Well
Number
LD-5
Table 12
1-!t-HHH>t-U,ffth .. J?IM,fftlHH Afftlf
Macon/Dockery Site
Richmond Countv, North Carolina
Date Surveyed Depth to Corrected
Casing Groundwater Groundwater
Elevation (ft) (fl) Elevation (ft)
6/5/1996 168.03 26.49 141.54
7/1/1996 34.66 133.37
7/31/1996 45.48 122.55
11/8/1996 45.86 122.17
2/5/1997 25.51 142.52
5/13/1997 50.26 117.77
8/5/ I 997 45.75 122.28
11/12/1997 45.75 122.28
2/4/ I 998 18. 73 149.30
5/5/1998 45.39 122.64
8/5/1998 45.76 122.27
I 1/3/1998 45.78 122.25
2/10/1999 45.78 122.25
5/12/1999 45.74 122.29
8/5/1999 45.75 122.28
11/2/1999 45.74 122.29
2/16/2000 25.06 142.97
5/8/2000 45.42 122.61
8/3/2000 45.77 122.26
1/18/200 I I 29.85 138.18
7/11/2001 26.65 141.38
1/16/2002 34.35 133.68
7/30/2002 29.72 138.31
1/28/2003 29.48 138.55
7/10/2003 42.30 125.73
1/13/2004 35.95 I 32.08
6/28/2004 Not Measured -System Suspended
11/20/2004 34.10 133.93
1/27/2005 33.85 134.18
5/4/2005 33.82 134.21
7/30/2005 33.98 134.05
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
LD-4
Table 12
~:.KmtM-U,lUM-li"lh.',ttHXH runtt
Macon/Dockery Site
Richmond Countv, North Carolina
Date Surveyed Depth to Corrected
Casing Groundwater Groundwater
Elevation (ftl (ft) Elevation (ft)
6/5/1996 148.16 20.67 127.49
7/1/1996 20.83 127.33
7/31/1996 24.50 123.66
11/8/1996 29.59 118.57
2/5/1997 18.96 129.20
5/13/1997 29.08 119.08
8/5/1997 30.04 I I 8.12
11/12/1997 32.79 115.37
2/4/1998 18.50 129.66
5/5/1998 29.36 118.80
8/5/1998 31.1 I 117.05
11/3/1998 30.63 117.53
2/10/1999 31.09 I I 7.07
5/12/1999 31.92 I 16.24
8/5/1999 32.77 115.39
11/2/1999 36.77 111.39
2/16/2000 19.37 128.79
5/8/2000 35.31 112.85
8/3/2000 36.74 111.42
1/18/200 I 20.40 127.76
7/11/2001 21.93 126.23
1/16/2002 21.93 126.23
7/30/2002 22.78 125.38
1/28/2003 20.07 128.09
7/10/2003 45.44 102.72
1/13/2004 28.60 119.56
6/28/2004 Not Measured -System Suspended
11/20/2004 21.22 126.94
1/27/2005 21.16 127.00
5/4/2005 21.38 126.78
7/30/2005 21.52 126.64
I
I
I
I
I
I
I
I
I
I
I
I
I
B
I
I
I
I
I
Well
Number
LD-3
Table 12
t=! .. HHHHH,lfttl.,_ l,"lbsl,lfHHH Rlftlf
Macon/Dockery Site
Richmond Countv, 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
11/8/1996 35.18 114.84
2/5/1997 20.97 129.05
5/13/1997 34.81 I I 5.21
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
11/3/1998 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 20.93 129.09
5/8/2000 50.64 99.38
8/3/2000 51.00 99.02
1/18/2001 22.37 127.65
7/11/2001 23.56 126.46
1/16/2002 23.85 126.17
7/30/2002 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 -System Suspended
11/20/2004 23.25 126.77
1/27/2005 22.98 127.04
5/4/2005 23.01 127.01
7/30/2005 22.85 127.17
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
LD-2
Table 12
P.t-HHHH-U,fftht-li'lh-l,lftlHH Alftlf
Macon/Dockery Site
Richmond Countv, North Carolina
Date Surveyed Depth to Corrected
Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
615/1996 154.80 26.93 127.87
7/111996 26.98 127.82
7/31/1996 35.50 119.30
1118/1996 55.39 99.41
2/5/1997 25.28 129.52
5/13/1997 54.45 100.35
815/1997 55.49 99.31
11/12/1997 55.48 99.32
214/1998 25.12 129.68
515/1998 55.02 99.78
815/1998 55.45 99.35
1113/1998 55.43 99.37
2/10/1999 55.40 99.40
511211999 55.39 99.41
815/ 1999 55.43 99.37
1112/1999 55.40 99.40
2/1612000 25.42 129.38
51812000 57.96 96.84
81312000 NIA NIA
1/181200 I 26.66 128.14
7/111200 I 28.13 126.67
1/1612002 28.26 126.54
7/3012002 29.32 125.48
1128/2003 26.25 128.55
7/1012003 48.60 106.20
1/1312004 47.95 106.85
6/28/2004 Not Measured -System Suspended
1112012004 27.35 127.45
1/27/2005 27.31 127.49
514/2005 27.20 127.60
7/30/2005 27.23 127.57
I
I
I
I
I
I
I
I
I
I
m
I
I
a
I
D
n
I
I
Well
Number
LD-1
Table 12
P-t-HHHHU,fftht-li'lh-l,ffHHff fllttlt
Macon/Dockery Site
Richmond Countv, North Carolina
Date Surveyed Depth to Corrected
Casing Groundwater Groundwater
Elevation (ftl (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
215/1997 3 1.13 130.01
5/13/1997 56.46 104.68
815/ 1997 56.45 104.69
1111211997 56.47 104.67
214/1998 30.48 130.66
515/1998 55.3 105.84
81511998 56.45 104.69
111311998 56.42 104.72
2/10/1999 56.40 104.74
5/12/1999 56.40 104.74
815/1999 56.43 104.71
11/2/1999 56.43 104.71
2/16/2000 31.32 129.82
5/812000 56.38 104.76
81312000 NIA NIA
1/18/2001 32.59 128.55
7/11/2001 34.95 126.19
1/1612002 34.00 127.14
7/3012002 35.12 126.02
1128/2003 32.09 129.05
7/1012003 31.99 129.15
1/1312004 33.40 127.74
612812004 Nol Measured -System Suspended
11/20/2004 33.18 127.96
112712005 33.12 128.02
51412005 33.12 128.02
713012005 33.10 128.04
I
I
I
I
I
I
I
I
I
I
I
•
I
I
I
D
I
Well
Number
MW24*
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (fl) (fl)
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
8/1/1996 6.91
11/8/1996 7.06
2/5/1997 5.44
5/13/ I 997 6.65
8/5/1997 7.61
11/12/1997 6.86
214/1998 4.98
515/1998 6.37
815/1998 7.76
11/3/1998 7.35
2/10/1999 6.59
5/12/1999 7.50
815/1999 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
7111/2001 7.36
1/16/2002 7.01
7/31/2002 8.28
1/28/2003 6.00
7/10/2003 7.65
1/13/2004 6.67
6/28/2004 7.42
I 0/21/2004 6.47
1/27/2005 6.42
5/412005 6.88
7130/2005 7.06
Corrected
Groundwater
Elevation (fl)
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
126.11
125.93
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
Lower
Dockerv
MW 16
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond Countv, North Carolina
Date Surveyed Depth to Corrected
Casing Groundwater Groundwater
Elevation (ft) 1ft) 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
5/2/1996 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
2/5/1997 30.13 129.84
5/13/1997 33.01 126.96
8/5/1997 33.74 126.23
11/12/1997 33.23 126.74
2/4/1998 29.63 130.34
5/5/1998 32.22 127.75
8/5/1998 33.88 126.09
1113/1998 33.43 126.54
2/10/1999 32.76 127.21
5/12/1999 33.35 126.62
8/5/1999 34.12 125.85
1112/1999 34.56 125.41
2/16/2000 30.21 129.76
5/8/2000 NIA NIA
8/3/2000 NIA NIA
1/18/200 I Not Measured -Obstruction
7/11/200 I 32.62 127.35
1/1612002 33.08 126.89
713112002 34.26 125.71
1128/2003 31.06 128.91
711012003 32.72 127.25
1/1312004 32.58 127.39
6/2812004 32.45 127.52
I 0/21/2004 32.34 127.63
1127/2005 32.24 127.73
51412005 32.45 127.52
7/30/2005 32.91 127.06
I
I
I
I
I
I
I
I
I
I
I
D
R
D
I
I
I
I
Well
Number
UD-8
Table 12
~1-XHH>fU,ffJM• li'l~-.",ffHXU ffffUI
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
1/18/2001 40.87
7/11/2001 40.72
1/16/2002 44.89
7/30/2002 43.17
1/28/2003 34.85
7/10/2003 18.75
1/13/2004 70.90
6/28/2004 66.30
1/27/2005 70.50
7/30/2005 80.60
8/2/2006 85.30
Corrected
Groundwater
Elevation (ft)
225.00
219.22
221.93
225.19
225.82
224.16
220.19
230.31
228.97
220.06
197.17
191.82
185.48
217.28
217.85
223.92
222.09
219.43
2 I 8.56
218.71
214.54
216.26
224.58
240.68
188.53
193.13
188.93
178.83
174.13
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
UD-7
Table 12
~:.~mrn;;,:;i~;. t't:h•,:;i:x;.: n::i::
Macon/Dockery Site
Richmond Countv, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
6/5/1996 255.56 33.67
7/1/1996 26.35
7/31/1996 24.78
11/8/1996 16.21
2/5/1997 80.73
5/13/1997 60.14
8/5/1997 19.81
11/12/1997 22.68
2/4/1998 11.64
5/5/1998 26.06
8/5/1998 77.38
11/3/1998 DRY
2/10/1999 80.83
5/12/1999 80.04
8/5/1999 24.23
11/2/1999 20.10
2/16/2000 16.43
5/8/2000 19.71
8/3/2000 26.46
1/18/200 I 74.37
7/11/2001 25.40
1/16/2002 30.73
7/30/2002 29.70
1/28/2003 19.51
7/10/2003 18.55
1/13/2004 19.60
6/28/2004 19.19
1/27/2005 53.95
7/30/2005 78.65
8/2/2006 77.32
Corrected
Groundwater
Elevation (fl)
221.89
229.21
230.78
239.35
174.83
195.42
235.75
232.88
243.92
229.50
178.18
DRY
174.73
175.52
231.33
235.46
239.13
235.85
229.10
181.19
230.16
224.83
225.86
236.05
237.01
235.96
236.37
201.61
176.91
178.24
I
I
I
I
D
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
UD-6
Table 12
f-~ .. HHHH-U-lftbt-ti'lb-l,lftlHH Hlftff
Macon/Dockery Site
Richmond Countv, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
61511996 240.91 29.60
71111996 34.20
7/3111996 32.79
111811996 58.25
21511997 56.03
5/13/1997 30.04
815/1997 31.05
11/12/1997 34.55
21411998 26.56
5/511998 57.83
815/1998 64.94
11/3/1998 69.51
2110/1999 68.86
5/ 12/ I 999 70.25
8/5/1999 68.63
111211999 72.92
2/1612000 33.52
518/2000 63.83
8/3/2000 34.90
1/181200 I 34.21
711112001 DRY
1/1612002 37.95
7130/2002 35.95
1/28/2003 29.59
7110/2003 19.36
1/13/2004 36.34
6128/2004 36.92
1/27/2005 49.12
7130/2005 42.50
8/212006 38.92
Corrected
Groundwater
Elevation (ft)
211.31
206.71
208.12
182.66
184.88
210.87
209.86
206.36
214.35
183.08
175.97
171.40
172.05
170.66
172.28
167.99
207.39
177.08
206.01
206.70
DRY
202.96
204.96
211.32
221.55
204.57
203.99
191.79
198.41
201.99
I
I
I
R
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
UD-5
Table 12
F!t-HHHH-U,lftht-fi"lhl,fftlHff flfftlf
Macon/Dockery Site
Richmond Countv, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
6/5/1996 239.02 28.01
7/1/1996 32.35
7/31/1996 35.00
11/8/1996 34.81
2/5/1997 32.15
5/13/1997 30.59
8/5/1997 30.20
11/12/1997 33.83
2/4/1998 26.12
5/5/1998 70.09
8/5/1998 77.23
11/3/1998 81.40
2/10/1999 45.97
5/12/1999 61. 76
8/5/1999 40.68
11/2/1999 42.35
2/16/2000 33.28
5/8/2000 35.83
8/3/2000 34.63
1/18/200 I 33.55
7/11/2001 36.42
1/16/2002 36.30
7/30/2002 35.43
1/28/2003 28.76
7/10/2003 16.62
1/13/2004 68.40
6/28/2004 35.11
1/27/2005 44.09
7/30/2005 56.55
8/2/2006 52.10
Corrected
Groundwater
Elevation (ft)
211.01
206.67
204.02
204.21
206.87
208.43
208.82
205.19
212.90
168.93
161.79
157.62
193.05
177.26
198.34
196.67
205.74
203.19
204.39
205.47
202.60
202.72
203.59
210.26
222.40
170.62
203.91
194.93
182.47
186.92
I
I
I
D
I
I
I
I
I
I
I
I
I
I
I
I
I
I I
I I
Well
Number
UD-4
Table 12
F! .. HHHHH,tttht-l?fh-1,lftlHH Rlftff
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
6/5/1996 239.07 92.60
7/1/1996 35.82
7/31/1996 92.37
11/8/1996 83.45
2/5/1997 93.40
5/13/1997 94.10
8/5/1997 30.77
11/12/1997 34.04
2/4/1998 26.70
5/5/ I 998 88.35
8/5/1998 39.07
11/3/1998 62.72
2/10/1999 64.14
5/12/1999 87.15
8/5/1999 78.81
11/2/1999 77.21
2/16/2000 33.86
5/8/2000 85.88
8/3/2000 88.62
1/18/200 l 34.04
7/11/200 I 36.41
1/16/2002 71.33
7/30/2002 54.50
1/2812003 29.87
7/1012003 17.20
1/13/2004 72.30
6128/2004 70.15
1/2712005 70.60
7130/2005 56.35
8/212006 76.50
Corrected
Groundwater
Elevation (ft)
146.47
203.25
146.70
155.62
145.67
144.97
208.30
205.03
212.37
150.72
200.00
176.35
174.93
151.92
160.26
161.86
205.21
153.19
150.45
205.03
202.66
167.74
184.57
209.20
221.87
166.77
168.92
168.47
182.72
162.57
I
I
I
I
D
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
UD-3
Table 12
~1-}UHf>f.:.','ftki• li"lk..','ftD<U f1HUf
Macon/Dockery Site
Richmond Countv, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (fl)
6/5/1996 249.66 86.42
7/1/1996 44.52
7/31/1996 86.69
11/8/1996 65.81
2/5/ l 997 40.12
5/13/1997 38.95
8/5/1997 39.16
11/12/1997 42.42
2/4/1998 35.32
5/5/1998 84.67
8/5/1998 83.50
11/3/1998 78.82
2/10/1999 88.09
5/12/1999 73.42
8/5/1999 72.37
11/2/1999 79.06
2/16/2000 42.50
5/8/2000 68.86
8/3/2000 75. 15
1/18/2001 68.59
7/11/2001 85.70
1/16/2002 76.01
7/30/2002 84.95
1/28/2003 38.49
7/10/2003 85.24
1/13/2004 44.80
6/28/2004 68.91
1/27/2005 68.10
7/30/2005 50.81
8/2/2006 63.00
Corrected
Groundwater
Elevation (ft)
163.24
205.14
162.97
183.85
209.54
210.71
210.50
207.24
214.34
164.99
166.16
170.84
161.57
176.24
177.29
170.60
207.16
180.80
174.51
181.07
163.96
173.65
164.71
211.17
164.42
204.86
180.75
181.56
198.85
186.66
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
UD-2
Table 12
f--!t-Httfftf,ff,lfth ► l?lh-l,lftlHH RIJtlf
Macon/Dockery Site
Richmond Countv, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
6/5/1996 251.42 38.27
7/1/1996 38.91
7/31/1996 41.15
11/8/1996 41.06
2/5/1997 75.03
5/13/1997 78.95
8/5/1997 39.13
11/12/1997 42.18
2/4/1998 35.42
5/5/1998 37.41
8/5/1998 43.50
11/3/1998 78.08
2/10/1999 77.48
5/12/1999 76.76
8/5/1999 75.60
11/2/1999 75.57
2/16/2000 42.33
5/8/2000 78.49
8/3/2000 68.05
1/18/2001 74.64
7/11/2001 68.91
1/16/2002 NM
7/30/2002 45.13
1/28/2003 38.90
7/10/2003 79.83
1/13/2004 43.58
6/28/2004 45.05
1/27/2005 70.56
7/30/2005 52.59
8/2/2006 63.93
Corrected
Groundwater
Elevation (ft)
213.15
212.51
210.27
210.36
176.39
172.47
212.29
209.24
216.00
214.01
207.92
173.34
173.94
174.66
175.82
175.85
209.09
172.93
183.37
176.78
182.51
206.29
212.52
171.59
207.84
206.37
180.86
198.83
187.49
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Well
Number
UD-1
Table 12
~:.x~~>1::,~•~:.. t-1:;:,m-:x:: t1:::i~
Macon/Dockery Site
Richmond Countv, 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 41.01
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 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
7/30/2005 75.25
8/2/2006 73.80
Corrected
Groundwater
Elevation (ft)
169.72
208.20
167.80
I 72.48
169.58
169.14
213.48
2 I 0.49
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
176.25
177.70
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I Table 12
Groundwater Elevation Data
I Macon/Dockery Site
Richmond County, North Carolina
Well Date Surveyed Depth to Corrected
I Number Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
MW25* 2/12/1996 227.33 26.90 200.43 I 2/14/1996 26.79 200.54
2/15/1996 26.83 200.50
2/23/1996 27.80 199.53 I 2/28/1996 26.09 201.24
5/2/1996 25.43 201.90
I 6/5/1996 25.55 20 I. 78
7/1/1996 26.26 201.07
7/31/1996 27.38 199.95
I 11/8/ I 996 26.29 201.04
2/5/1997 25.27 202.06
5/13/1997 23.77 203 .56
I 8/5/1997 26.30 201.03
11/12/1997 25.52 201.81
2/4/1998 25.46 201.87
I 5/5/1998 21.28 206.05
8/5/1998 28.37 198.96
11/3/1998 28.80 198.53
D 2/10/1999 28.82 I 98.51
5/12/1999 28.24 199.09
8/5/1999 30.77 196.56
u 11/2/1999 32.24 195.09
2/16/2000 29.93 197.40
5/8/2000 27.62 199.71
I 8/3/2000 31.85 195.48
1/18/200 I 32.02 195.31
7/11/2001 NM
I 1/16/2002 34.24 193.09
7/31/2002 33.60 193.73
1/28/2003 28.90 198.43
I 7/10/2003 23.10 204.23
1/13/2004 28.13 199.20
6/28/2004 29.40 197.93
I 1/27/2005 32.72 194.61
7/30/2005 32.01 195.32
8/2/2006 30.64 196.69
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Well
Number
MW20
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond Countv, 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
11/12/1997 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/ I 2/ 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
7/11/2001 28.46
1/16/2002 33.49
7/30/2002 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 31. 70
7/30/2005 30.16
8/2/2006 28.73
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
23 7.36
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
234.99
236.42
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Table 12
I Groundwater Elevation Data
Macon/Dockery Site
Richmond Countv. North Carolina
I Well
Number
Date Surveyed Depth to Corrected
Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (fl)
I MW 18 2/12/1996 242.54 30.99 211.55
2/14/1996 32.80 209.74
I 2/15/1996 33.62 208.92
5/2/1996 34.40 208.14
6/5/1996 32.30 210.24
n 7/1/1996 34.02 208.52
7/31/ I 996 36.50 206.04
11/8/1996 37.96 204.58
I 2/5/1997 35.13 207.41
5/12/1997 34.03 208.51
8/5/1997 33.90 208.64
I 11/12/1997 37.84 204.70
2/4/1998 30.26 212.28
5/5/1998 36.90 205.64
I 8/5/1998 42.56 199.98
11/3/1998 46.49 196.05
2/10/1999 45.18 197.36
I 5/12/1999 46.27 196.27
8/5/1999 43.52 199.02
11/2/1999 45.67 196.87
I 2/16/2000 37.65 204.89
5/8/2000 37.72 204.82
8/3/2000 40.21 202.33
I 1/18/200 I 37.26 205.28
7/11/2001 39.40 203.14
1/16/2002 40.73 201.8 I
I 7/30/2002 38.68 203.86
1/28/2003 32.55 209.99
7/10/2003 24.95 217.59
I 1/13/2004 37.42 205.12
6/28/2004 38.91 203.63
1/27/2005 39.10 203.44
I 7/30/2005 38.88 203.66
8/2/2006 36.02 206.52
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Project Manager: Kathryn Smith
SEVERN
TRENT
ANALYTICAL REPORT
Job Number: 680-19002-1
Job Description: Macon Dockery
For:
lrminger Consulting, Inc.
7015 Erinbrook Drive
Concord, NC 28025
Attention: Mr. Steve lrminger
Kathryn Smith
Project Manager I
[e-mail]
08/18/2006
STL
The test results in this report meet all NELAP requirements for parameters for which accreditation is required or available. Any
exceptions to NE LAP requirements are noted in this report. Pursuant to NELAP, this report may not be reproduced, except in full,
without the written approval of the laboratory. All questions regarding this test report should be directed to the STL Project Manager
who signed this test report.
Severn Trent Laboratories, Inc.
STL Savannah 5102 LaRoche Avenue, Savannah, GA 31404
Tel [phone] Fax [phone] www.stl-inc.com
Page 1 of 54
,H ;-::::;,,.:
/nelac:1
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METHOD SUMMARY
Client: lrminger Consulting, Inc. Job Number: 680-19002-1
Description Lab Location Method Preparation Method
Matrix: Air -Tedlar
Volatile Organic Compounds in Air STL SAV EPA EPA-18
Matrix: Water
Volatile Organic Compounds by GC/MS STL SAV SW346 8260B
Purge-and-Trap STL SAV SW346 5030B
Inductively Coupled Plasma -Mass Spectrometry STL SAV SW346 6020
Acid Digestion of Waters for Total Recoverable or STL SAV SW346 3005A
Mercury in Liquid Waste (Manual Cold Vapor Technique) STL SAV SW346 7470A
Mercury in Liquid Waste (Manual Cold Vapor STL SAV SW346 7470A
Residue, Non-Filterable (Gravimetrfo, Dried at 103-105C) STL SAV MCAWN 160.2
LAB REFERENCES:
STL SAV = STL Savannah
METHOD REFERENCES:
EPA -US Environmental Protection Agency
MCAW/V-"Methods For Chemical Analysis Of Water And Wastes", EPA-600/4-79-020, March 1983 And Subsequent Revisions.
SVV846 -"Test Methods For Evaluating Solid Waste, Physical/Chemical Methods", Third Edition, November 1986 And Its Updates.
I STL Savannah
Page 2 of 54 I
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Client: lrminger Consulting, Inc.
Lab Sample ID Client Sample ID
680-19002-1 MW-15
680-19002-2 MW-25
680-19002-3 MW-11
680-19002-4 Property Line
680-19002-5 UMSIN
680-19002-6 UMS OUT
680-19002-7 UMS STACK
680-19002-8 MW-9
680-19002-9 MW-24
680-19002-10 UD1N
680-19002-11 UD OUT
680-19002-12 UD STACK
680-19002-13 U/L MACON EFF
680-19002-14 UM INF
680-19002-15 LM INF
680-19002-16 U/L MACON STACK
680-19002-17 MW-23
680-19002-18 MW-19
680-19002-19TB TRIP BLANK
STL Savannah
SAMPLE SUMMARY
Job Number: 680-19002-1
Date/Time Date/Time
Client Matrix Sampled Received
Water 08/0212006 1 000 08/04/2006 0926
Water 08/0212006 1 030 08/04/2006 0926
Water 08/0212006 1100 08/04/2006 0926
Air -Tedlar Bag 08/0212006 1200 08/04/2006 0926
Water 08/0212006 1230 08/04/2006 0926
Water 08/0212006 1245 08/04/2006 0926
Air -Tedlar Bag 08/0212006 1300 08/04/2006 0926
Water 08/0212006 1400 08/04/2006 0926
Water 08/0212006 1430 08/04/2006 0926
VVater 08/0212006 1500 08/04/2006 0926
Water 08/0212006 1530 08/04/2006 0926
Air -Tedlar Bag 08/0212006 1545 08/04/2006 0926
Water 08/0212006 1700 08/04/2006 0926
Water 08/02/2006 1715 08/04/2006 0926
Water 08/0212006 1730 08/04/2006 0926
Air -Tedlar Bag 08/0212006 17 45 08/04/2006 0926
Water 08/0212006 1800 08/04/2006 0926
Water 08/0212006 1630 08/04/2006 0926
Water 08/0212006 0000 08/04/2006 0926
Page 3 of 54
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Client: lrminger Consulting, Inc.
Client Sample ID:
Lab Sample ID:
Client Matrix:
Method:
Preparation:
Dilution:
Date Analyzed:
Date Prepared:
MW-15
680-19002-1
Water
8260B
5030B
1.0
8260B Volatile Organic Compounds by GC/MS
Analysis Batch: 680-51980
08/1 0/2006 0031
08/10/2006 0031
Analytical Data
Job Number: 680-19002-1
Date Sampled: 08/02/2006 1000
Date Received: 08/04/2006 0926
Instrument ID: GC/MS Volatiles -0
Lab File ID: 00521.d
Initial WeighWolume: 5 ml
Final WeighWolume: 5 ml
Analyte
Acetone
Benzene
Chloroform
Result (ug/L) Qualifier RL
1, 1-Dichloroethane
1,2-Dichloroethene, Total
1, 1-Dichloroethene
Methylene Chloride
T etrachloroethene
Toluene
1, 1, 1-Trichloroethane
Trichloroethene
Vinyl chloride
Xylenes, Total
Surrogate
4-Bromofluorobenzene
Dibromofluoromethane
Toluene-dB (Surr)
STL Savannah
10
1.0
1.0
6.7
1.0
69
2.0
1.0
1.0
7.2
1.0
1.0
3.0
%Rec
95
103
96
Page 4 of 54
u 10
u 1.0
u 1.0
1.0
u 1.0
1.0
u 2.0
u 1.0
u 1.0
1.0
1.0
u 1.0
u 3.0
Acceptance Limits
77 -120
75 -123
79-122
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Client: lrminger Consulting, Inc.
Client Sample ID:
Lab Sample ID:
Client Matrix:
Method:
Preparation:
Dilution:
Date Analyzed:
Date Prepared:
MW-25
680-19002-2
Water
8260B
5030B
1.0
8260B Volatile Organic Compounds by GC/MS
Analysis Batch: 680-51980
08/10/2006 0100
08/10/2006 0100
Analytical Data
Job Number: 680-19002-1
Date Sampled: 08/02/2006 1030
Date Received: 08/04/2006 0926
Instrument ID: GC/MS Volatiles - 0
Lab File ID: 00523.d
Initial WeighWolume: 5 ml
Final WeighWolume: 5 ml
Analyte
Acetone
Benzene
Chloroform
Result (ug/L) Qualifier RL
1, 1-0ichloroethane
1,2-0ichloroethene, Total
1, 1-Dichtoroethene
Methylene Chloride
Tetrachloroethene
Toluene
1, 1, 1-Trichloroethane
Trichloroethene
Vinyl chloride
Xylenes, Total
Surrogate
4-Bromofluorobenzene
Dibromofluoromethane
Toluene-<18 (Surr)
STL Savannah
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
%Rec
95
104
97
Page 5 of 54
u 10
u 1.0
u 1.0
u 1.0
u 1.0
1.0
u 2.0
u 1.0
u 1.0
u 1.0
u 1.0
u 1.0
u 3.0
Acceptance Limits
77 -120
75 -123
79 -122
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Client: lrminger Consulting, Inc.
Client Sample ID:
Lab Sample ID:
Client Matrix:
Method:
Preparation:
Dilution:
Date Analyzed:
Date Prepared:
MW-11
680-19002-3
Water
82608
5030B
1.0
8260B Volatile Organic Compounds by GC/MS
Analysis Batch: 680-51980
08/10/2006 0129
08/10/2006 0129
Analytical Data
Job Number: 680-19002-1
Date Sampled: 08/02/2006 1100
Date Received: 08/04/2006 0926
Instrument ID: GC/MS Volatiles - 0
Lab File ID: 00525.d
Initial WeighWolume: 5 ml
Final WeighWolume: 5 ml
Analyte
Acetone
Benzene
Chloroform
Result (ug/L) Qualifier RL
1, 1-Dichloroethane
1,2-Dichloroethene, Total
1, 1-Dichloroethene
Methylene Chloride
T etrachloroethene
Toluene
1, 1, 1-Trichloroethane
Trichloroethane
Vinyl chloride
Xylenes, Total
Surrogate
4-B ro mofl uo robe nze ne
Dibromofluoromethane
Toluene-08 (Surr)
STL Savannah
10 u 10
1.0 u 1.0
1.0 u 1.0
1.0 u 1.0
1.0 u 1.0
1.0 u 1.0
2.0 u 2.0
1.0 u 1.0
1.0 u 1.0
1.0 u 1.0
1.0 u 1.0
1.0 u 1.0
3.0 u 3.0
%Rec Acceptance Limits
94 77 -120
103 75 -123
96 79 -122
Page 6 of 54
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Client: lrminger Consulting, Inc.
Client Sample ID:
Lab Sample ID:
Client Matrix:
UMS IN
680-19002-5
Water
Analytical Data
Job Number: 680-19002-1
Date Sampled: 08/02/2006 1230
Date Received: 08/04/2006 0926
Method: 82608
5030B
1.0
8260B Volatile Organic Compounds by GC/MS
Analysis Batch: 680-51980 Instrument 10: GC/MS Volatiles - 0
Preparation:
Dilution:
Date Analyzed:
Date Prepared:
Analyte
Acetone
Benzene
Chloroform
08/10/2006 0159
08/10/2006 0159
1, 1-Dichloroethane
1,2-Dichloroethene, Total
1 , 1-Dichloroethene
Methylene Chloride
T etrachloroethene
Toluene
1, 1. 1-Trichloroethane
Trichloroethane
Vinyl chloride
Xylenes, Total
Surrogate
4-Bromofluorobenzene
Dibromofluoromethane
Toluene-dB (Surr)
STL Savannah
Result (ug/L)
10
1.0
1.0
7.6
13
71
2.0
13
1.0
2.6
5.2
1.0
3.0
%Rec
98
99
97
Page 7 of 54
Lab File ID: 00527.d
Initial WeighWolume: 5 ml
Final WeighWolume: 5 ml
Qualifier
u
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
u
u
u
u
u
u
Acceptance Limits
77 -120
75 -123
79 -122
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Client: lrminger Consulting, Inc.
Client Sample ID:
Lab Sample ID:
Client Matrix:
Method:
Preparation:
Dilution:
Date Analyzed:
Date Prepared:
UMS OUT
680-19002-6
Water
8260B
50306
1.0
82606 Volatile Organic Compounds by GC/MS
Analysis Batch: 680-51980
08/1 0/2006 0228
08/1 0/2006 0228
Analytical Data
Job Number: 680-19002-1
Date Sampled: 08/02/2006 1245
Date Received: 08/04/2006 0926
Instrument ID: GC/MS Volatiles - 0
Lab File ID: 00529.d
Initial Weight/Volume: 5 ml
Final Weight/Volume: 5 ml
Analyte
Acetone
Benzene
Chloroform
Result (ug/L) Qualifier RL
1, 1-0ichloroethane
1,2-Dichloroethene, Total
1, 1-Dichloroethene
Methylene Chloride
T etrachloroethene
Toluene
1, 1, 1-Trichloroethane
Trichloroethene
Vinyl chloride
Xylenes, Total
Surrogate
4-Bromofluorobenzene
Oibromofluoromethane
Toluene'18 (Surr)
STL Savannah
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
%Rec
97
102
98
Page 8 of 54
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
u 1.0
u 1.0
u 3.0
Acceptance Limits
77 -120
75 -123
79 -122
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Client: lrminger Consulting, Inc.
Client Sample ID: MW-9
Lab Sample ID:
Client Matrix:
680-19002-8
Water
Analytical Data
Job Number: 680-19002-1
Date Sampled: 08/02/2006 1400
Date Received: 08/0412006 0926
Method
Preparation:
8260B
5030B
1.0
8260B Volatile Organic Compounds by GC/MS
Analysis Batch: 680-51980 Instrument ID: GCIMS Volatiles - 0
Dilution:
Date Analyzed:
Date Prepared:
Analyte
Acetone
Benzene
Chloroform
0811012006 0257
0811012006 0257
1, 1-Dichloroethane
1,2-Dichloroethene, Total
1, 1-Dichloroethene
Methylene Chloride
T etrachloroethene
Toluene
1, 1 , 1-Trichloroethane
Trichloroethane
Vinyl chloride
Xylenes, Total
Surrogate
4-Bromofluorobenzene
Dibromofluoromethane
Toluene-dB (Surr)
STL Savannah
Result (ug/L)
10
1.0
1.0
50
15
18
2.0
8.9
1.0
2.3
5.9
4.3
3.0
%Rec
96
101
95
Page 9 of 54
Lab File ID: 00531.d
Initial WeighWolume: 5 ml
Final WeighWolume: 5 ml
Qualifier
u
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
u
u
u
u
u
Acceptance Limits
77 -120
75 -123
79 -122
g
g
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D
Client: lrminger Consulting, Inc.
Client Sample ID:
Lab Sample ID:
Client Matrix:
MW-24
680-19002-9
Water
Analytical Data
Job Number: 680-19002-1
Date Sampled: 08/02/2006 1430
Date Received: 08/04/2006 0926
Method: 8260B
5030B
1.0
8260B Volatile Organic Compounds by GC/MS
Analysis Batch: 680-51980 Instrument ID: GC/MS Volatiles -O
Preparation:
Dilution:
Date Analyzed:
Date Prepared:
Analyte
Acetone
Benzene
Chloroform
08/1 0/2006 0326
08/1 0/2006 0326
1, 1-Dichloroethane
1,2-Dichloroethene, Total
1, 1-Dichloroethene
Methylene Chloride
T etrachloroethene
Toluene
1, 1, 1-Trichloroethane
Trichloroethene
Vinyl chloride
Xylenes, Total
Surrogate
4-Bromofluorobenzene
Dibromofluoromethane
Toluene-<18 (Surr)
STL Savannah
Result (ug/L)
10
1.0
1.0
4.6
1.8
140
2.0
20
1.0
9.9
5.1
1.0
3.0
%Rec
99
100
93
Page 10 of 54
Lab File ID: 00533.d
Initial WeighWolume: 5 ml
Final WeighWolume: 5 ml
Qualifier
u
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
u
u
u
u
u
u
Acceptance Limits
77 -120
75 -123
79 -122
I
I
I
I
I
g
I
I
u
I
B
u
I
I
I
Client: lrminger Consulting, Inc.
Client Sample ID:
Lab Sample 10:
Client Matrix:
UD1N
680-19002-10
Water
Analytical Data
Job Number: 680-19002-1
Date Sampled: 08/02/2006 1500
Date Received: 08/04/2006 0926
Method: 82608
50308
1.0
8260B Volatile Organic Compounds by GC/MS
Analysis Batch: 680-51980 Instrument ID: GC/MS Volatiles - 0
Preparation:
Dilution:
Date Analyzed:
Date Prepared:
Analyte
Acetone
Benzene
Chloroform
08/10/2006 0355
08/1 0/2006 0355
1, 1-0ichloroethane
1,2-Dichloroethene, Total
1, 1-Dichloroethene
Methylene Chloride
T etrachloroethene
Toluene
1,1,1-Trichloroethane
Trichloroethane
Vinyl chloride
Xylenes, Total
Surrogate
4-Bromofluorobenzene
Dibromofluoromethane
Toluene-dB (Surr)
STL Savannah
Result (ug/L)
10
1.0
1.0
15
13
94
2.0
1.0
1.0
4.3
33
1.0
3.0
%Rec
96
100
94
Page 11 of 54
Lab File ID: 00535.d
Initial Weight/Volume: 5 ml
Final Weight/Volume: 5 ml
Qualifier
u
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
u
u
u
u
u
u
u
Acceptance Limits
77 -120
75 -123
79-122
I
I
I
I
I
I
g
I
I
I
Client: lrminger Consulting, Inc.
Client Sample ID:
Lab Sample ID:
Client Matrix:
Method:
Preparation:
Dilution:
Date Analyzed:
Date Prepared:
UDOUT
680-19002-11
Water
8260B
5030B
1.0
82608 Volatile Organic Compounds by GC/MS
Analysis Batch: 680-51980
08/10/2006 0424
08/10/2006 0424
Analytical Data
Job Number: 680-19002-1
Date Sampled: 08/02/2006 1530
Date Received: 08/04/2006 0926
Instrument 10: GC/MS Volatiles -0
Lab File ID: 00537.d
Initial WeighWolume: 5 ml
Final WeighWolume: 5 ml
Analyte
Acetone
Benzene
Chloroform
Result (ug/L) Qualifier RL
1, 1-Dichloroethane
1,2-Dichloroethene, Total
1, 1-Dichloroethene
Methylene Chloride
Tetrachloroethene
Toluene
1, 1, 1-Trichloroethane
Trichloroethane
Vinyl chloride
Xylenes, Total
Surrogate
4-Bromofluorobenzene
Oibromofluoromethane
Toluene-dB (Surr)
STL Savannah
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
%Rec
95
100
94
Page 12 of 54
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
u 1.0
u 1.0
u 3.0
Acceptance Limits
77 -120
75 -123
79-122
g
I
I
n
a
n
I
I
I
I
I
I
I
I
I
I
Client: lrminger Consulting, Inc.
Client Sample ID:
Lab Sample ID:
Client Matrix:
Method:
Preparation:
Dilution:
Date Analyzed:
Date Prepared:
U/L MACON EFF
680-19002-13
Water
82606
5030B
1.0
8260B Volatile Organic Compounds by GC/MS
Analysis Batch: 680-51980
08/1012006 0453
0811012006 0453
Analytical Data
Job Number: 680-19002-1
Date Sampled: 0810212006 1700
Date Received: 08/04/2006 0926
Instrument ID: GC/MS Volatiles - 0
Lab File ID: 00539.d
Initial Weight/Volume: 5 ml
Final Weight/Volume: 5 ml
Analyte
Acetone
Benzene
Chloroform
Result (ug/L) Qualifier RL
1, 1-Dichloroethane
1,2-Dichloroethene, Total
1, 1-0ichloroethene
Methylene Chloride
T etrachloroethene
Toluene
1, 1 , 1-Trichloroethane
Trichloroethene
Vinyl chloride
Xylenes, Total
Surrogate
4-Bromofluorobenzene
Dibromofluoromethane
Toluene-dB (Surr)
STL Savannah
10 u 10
1.0 u 1.0
1.0 u 1.0
1.0 u 1.0
1.0 u 1.0
1.0 u 1.0
2.0 u 2.0
1.0 u 1.0
1.0 u 1.0
1.0 u 1.0
1.0 u 1.0
1.0 u 1.0
3.0 u 3.0
%Rec Acceptance Limits
96 77 -120
98 75 -123
96 79 -122
Page 13 of 54
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Client: lrminger Consulting, Inc.
Client Sample ID:
Lab Sample ID:
Client Matrix:
UM INF
680-19002-14
Water
Analytical Data
Job Number: 680-19002-1
Date Sampled: 08/02/2006 1715
Date Received: 08/04/2006 0926
Method: 8260B
5030B
1.0
8260B Volatile Organic Compounds by GC/MS
Analysis Batch: 680-51980 Instrument ID: GC/MS Volatiles - 0
Preparation:
Dilution:
Date Analyzed:
Date Prepared:
Analyte
Acetone
Benzene
08/1 0/2006 0522
08/10/2006 0522
Chloroform
1,1-Dichloroethane
1,2-Dichloroethene, Total
1 , 1-Dichloroethene
Methylene Chloride
Tetrachloroethene
Toluene
1, 1, 1-Trichtoroethane
Trichloroethene
Vinyl chloride
Xylenes, Total
Surrogate
4-Bromofluorobenzene
Dibromofluoromethane
Toluene-dB (Surr)
STL Savannah
Result (ug/L)
10
1.0
1.0
3.9
5.2
53
2.0
9.3
1.0
2.7
3.0
1.0
3.0
%Rec
97
100
96
Page 14 of 54
Lab File ID: 00541.d
Initial WeighWolume: 5 ml
Final WeighWolume: 5 ml
Qualifier
u
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
u
u
u
u
u
u
Acceptance Limits
77 -120
75 -123
79 -122
I
I
I
I
D
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Client: lrminger Consulting, Inc.
Client Sample ID:
Lab Sample ID:
Client Matrix:
Method:
Preparation:
Dilution:
Date Analyzed:
Date Prepared:
LM INF
680-19002-15
Water
8260B
5030B
1.0
8260B Volatile Organic Compounds by GC/MS
Analysis Batch: 680-51980
08/10/2006 0551
08/10/2006 0551
Analytical Data
Job Number: 680-19002-1
Date Sampled: 08/02/2006 1730
Date Received: 08/04/2006 0926
Instrument ID: GC/MS Volatiles - 0
Lab File ID: 00543.d
Initial WeighWolume: 5 ml
Final WeighWolume: 5 ml
Analyte
Acetone
Benzene
Chloroform
Result (ug/L) Qualifier RL
1, 1-Dichloroethane
1,2-Dichloroethene, Total
1, 1-Dichloroethene
Methylene Chloride
Tetrachloroethene
Toluene
1, 1, 1-Trichloroethane
Trichloroethane
Vinyl chloride
Xylenes, Total
Surrogate
4-Bromofluorobenzene
Oibromofluoromethane
Toluene-dB (Surr)
STL Savannah
10
1.0
1.0
1.0
1.0
1.2
2.0
1.0
1.0
1.0
1.0
1.0
3.0
%Rec
97
98
95
Page 15 of 54
u 10
u 1.0
u 1.0
u 1.0
u 1.0
1.0
u 2.0
u 1.0
u 1.0
u 1.0
u 1.0
u 1.0
u 3.0
Acceptance Limits
77 -120
75 -123
79-122
I
I
D
I
I
I
I
I
I
I
I
I
I
I
I
I
Client: lrminger Consulting, Inc.
Client Sample ID:
Lab Sample ID:
Client Matrix:
MW-23
680-19002-17
Water
Analytical Data
Job Number: 680-19002-1
Date Sampled: 08/02/2006 1800
Date Received: 08/04/2006 0926
Method: 8260B
5030B
1.0
8260B Volatile Organic Compounds by GCIMS
Analysis Batch: 680-51980 Instrument ID: GC/MS Volatiles - 0
Preparation:
Dilution:
Date Analyzed:
Date Prepared:
Anafyte
Acetone
Benzene
Chloroform
0811012006 0620
0811012006 0620
1 , 1-Dichloroethane
1,2-Dichloroethene, Total
1 , 1-Dichloroethene
Methylene Chloride
T etrachloroethene
Toluene
1, 1, 1-Trichloroethane
Trichloroethene
Vinyl chloride
Xylenes, Total
Surrogate
4-Bromofluorobenzene
Dibromofluoromethane
Toluene-<l8 (Surr)
STL Savannah
Result (ug/L)
10
1.0
1.0
5.5
1.4
3.2
2.0
1.2
1.0
1.0
1.6
1.0
3.0
%Rec
99
102
96
Page 16 of 54
Lab File ID: 00545.d
Initial WeighWolume: 5 ml
Final WeighWolume: 5 ml
Qualifier
u
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
u
u
u
u
u
u
u
Acceptance Limits
77 -120
75 -123
79 -122
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Client: lrminger Consulting, Inc.
Client Sample ID:
Lab Sample ID:
Client Matrix:
MW-19
680-19002-18
Water
Analytical Data
Job Number: 680-19002-1
Date Sampled: 08/02/2006 1630
Date Received: 08/04/2006 0926
Method: 8260B
5030B
1.0
8260B Volatile Organic Compounds by GC/MS
Analysis Batch: 680-52388 Instrument ID: GC/MS Volatiles -A
a378.d Preparation:
Dilution:
Date Analyzed:
Date Prepared:
Analyte
Acetone
Benzene
Chloroform
08/15/2006 2113
08/15/2006 2113
1, 1-Dichloroethane
1,2-Dichloroethene, Total
1, 1-Dichloroethene
Methylene Chloride
T etrachloroethene
Toluene
1, 1, 1-Trichloroethane
Trichloroethane
Vinyl chloride
Xylenes, Total
Surrogate
4-Bromofluorobenzene
Dibromofluoromethane
Toluene-dB (Surr)
STL Savannah
Result (ug/L)
10
1.0
1.0
6.5
15
110
2.0
32
1.0
10
5.4
1.0
3.0
%Rec
102
102
94
Page 17 of 54
Lab File ID:
Initial WeighWolume: 5 ml
5 ml Final WeighWolume:
Qualifier
u
u
u
u
u
u
u
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
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Client: lrminger Consulting, Inc.
Client Sample ID:
lab Sample ID:
Client Matrix:
Method:
Preparation:
Dilution:
Date Analyzed:
Date Prepared:
TRIP BLANK
680-19002-19TB
Water
8260B
5030B
1.0
82608 Volatile Organic Compounds by GC/MS
Analysis Batch: 680-51980
08/1 0/2006 0002
08/1 0/2006 0002
Analytical Data
Job Number: 680-19002-1
Date Sampled: 08/02/2006 0000
Date Received: 08/04/2006 0926
Instrument ID: GC/MS Volatiles - 0
lab File ID: 00519.d
Initial WeighWolume: 5 ml
Final Weight/Volume: 5 ml
Analy1e
Acetone
Benzene
Chloroform
Result (ug/l) Qualifier Rl
1, 1-Dichloroethane
1,2-Dichloroethene, Total
1, 1-Dichloroethene
Methylene Chloride
Tetrachloroethene
Toluene
1, 1 , 1-Trichloroethane
Trichloroethene
Vinyl chloride
Xylenes, Total
Surrogate
4-Bromofluorobenzene
Oibromofluoromethane
Toluene-<18 (Surr)
STL Savannah
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
%Rec
94
101
96
Page 18 of 54
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
u 1.0
u 1.0
u 3.0
Acceptance Limits
77 -120
75 -123
79 -122
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Client: lrminger Consulting, Inc.
Client Sample ID:
Lab Sample ID:
Client Matrix:
Property Line
680-19002-4
Air -Tedlar Bag
Analytical Data
Job Number: 680-19002-1
Date Sampled: 08/02/2006 1200
Date Received: 08/04/2006 0926
EPA-18 Volatile Organic Compounds In Air
Method: EPA-18 Analysis Batch: 680-51607 Instrument ID: GC/MS Volatiles - B
Preparation: N/A Lab File ID: b1096.d
Dilution: 1.0 Initial WeighWolume: 5 ml
Date Analyzed: 08/04/2006 1632 Final WeighWolume: 5 ml
Date Prepared: N/A Injection Volume:
Analyte Result (mg/m3) Qualifier RL
Chloroform 1.0 u 1.0
cis-1,2-Dichloroethene 1.0 u 1.0
trans-1,2-Dichloroethene 1.0 u 1.0
Toluene 1.0 u 1.0
Trichloroethane 1.0 u 1.0
STL Savannah Page 19 of 54
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Client: lrminger Consulting, Inc.
Client Sample ID:
Lab Sample ID:
Client Matrix:
UMS STACK
680-19002-7
Air -Tedlar Bag
Analytical Data
Job Number: 680-19002-1
Date Sampled: 08/02/2006 1300
Date Received: 08/04/2006 0926
EPA-18 Volatile Organic Compounds in Air
Method: EPA-18
Preparation: N/A
Dilution: 1.0
Date Analyzed: 08/04/2006
Date Prepared: N/A
Analyte
Chloroform
cis-1,2-Dichloroethene
trans-1,2-Dichloroethene
Toluene
Trichloroethane
STL Savannah
1654
Analysis Batch: 680-51607 Instrument ID: GC/MS Volatiles -B
Lab File ID: b1097.d
Initial WeighWolume: 5 ml
Final WeighWolume: 5 ml
Injection Volume:
Result (mg/m3) Qualifier RL
1.0 u 1.0
1.0 u 1.0
1.0 u 1.0
1.0 u 1.0
1.0 u 1.0
Page 20 of 54
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Client: lrminger Consulting, Inc.
Client Sample ID:
Lab Sample ID:
Client Matrix:
UD STACK
680-19002-12
Air -Tedlar Bag
Analytical Data
Job Number: 680-19002-1
Date Sampled: 0810212006 1545
Date Received: 08/04/2006 0926
EPA-18 Volatile Organic Compounds In Air
Method: EPA-18 Analysis Batch: 680-51607 Instrument ID: GCIMS Volatiles -B
Preparation: NIA Lab File ID: b1098.d
Dilution: 1.0 Initial WeighWolume: 5 ml
Date Analyzed: 08/04/2006 1716 Final WeighWolume: 5 ml
Date Prepared: NIA Injection Volume:
Analyte Result (mg/m3) Qualifier RL
Chloroform 1.0 u 1.0
cis-1,2-Dichloroethene 1.0 u 1.0
trans-1,2-Dichloroethene 1.0 u 1.0
Toluene 1.0 u 1.0
Trichloroethene 1.0 u 1.0
STL Savannah Page 21 of 54
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Client: lrminger Consulting, Inc.
Client Sample ID:
Lab Sample ID:
Client Matrix:
U/L MACON STACK
680-19002-16
Air -Tedlar Bag
Analytical Data
Job Number: 680-19002-1
Date Sampled: 08/02/2006 1745
Date Received: 08/04/2006 0926
EPA-18 Volatile Organic Compounds in Air
Method:
Preparation:
Dilution:
Date Analyzed:
Date Prepared:
Analyte
EPA-18
NIA
1.0
0810412006 1738
NIA
Chloroform
cis-1,2-0ichloroethene
trans-1,2-Dichloroethene
Toluene
Trichloroethene
STL Savannah
Analysis Batch: 680-51607
Result (mglm3)
1.0
1.0
1.0
1.0
1.0
Page 22 of 54
Instrument ID:
Lab File ID:
GC/MS Volatiles -B
b1099.d
Initial Weight/Volume: 5 ml
5 ml Final Weight/Volume:
Injection Volume:
Qualifier RL
u 1.0
u 1.0
u 1.0
u 1.0
u 1.0
D
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Client: lrminger Consulting, Inc.
Client Sample ID: MW-15
Lab Sample ID:
Client Matrix:
680-19002-1
Water
Method: 6020
Preparation: 3005A
Dilution: 1.0
Date Analyzed: 08/10/2006 1736
Date Prepared: 08/07/2006 0904
Analyte
Barium
Beryllium
Cadmium
Chromium
Lead
Manganese
Nickel
Vanadium
Zinc
Analytical Data
Job Number: 680-19002-1
Date Sampled: 08/02/2006 1000
Date Received: 08/04/2006 0926
6020 Inductively Coupled Plasma -Mass Spectrometry
Analysis Batch: 680-52159
Prep Batch: 680-51645
Result (ug/L)
100
0.61
0.30
82
200
65
20
5.0
46
Instrument ID: ICP MS
Lab File ID: N/A
Initial WeighWolume: 50 ml
Final WeighWolume: 250 ml
Qualifier RL
5.0
0.50
0.30
5.0
1.5
5.0
1.0
5.0
20
u
u
7470A Mercury In Liquid Waste (Manual Cold Vapor Technique)
Method:
Preparation:
Dilution:
Date Analyzed:
Date Prepared:
Analyte
Mercury
STL Savannah
7470A
7470A
1.0
08/15/2006 1656
08/14/2006 1542
Analysis Batch: 680-52539
Prep Batch: 680-52315
Result (ug/L)
0.52
Page 23 of 54
Instrument ID:
Lab File ID:
Initial WeighWolume:
Final WeighWolume:
Qualifier
LEEMAN1
N/A
50 ml
50 ml
RL
0.20
I
g
D
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Client: lrminger Consulting, Inc.
Client Sample ID: MW-25
Lab Sample ID:
Client Matrix:
Method:
Preparation:
Dilution:
Date Analyzed:
680-19002-2
Water
6020
3005A
1.0
08/10/2006 1811
Date Prepared: 08/07/2006 0904
Analyte
Barium
Beryllium
Cadmium
Chromium
Lead
Manganese
Nickel
Vanadium
Zinc
STL Savannah
Analytical Data
Job Number: 680-19002-1
Date Sampled:
Date Received:
08/02/2006 1030
08/04/2006 0926
6020 Inductively Coupled Plasma -Mass Spectrometry
Analysis Batch: 680-52159
Prep Batch: 680-51645
Result (ug/L)
130
0.50
0.30
26
2.1
35
18
5.0
33
Page 24 of 54
Instrument ID:
Lab File ID:
Initial Weight/Volume:
Final Weight/Volume:
Qualifier
u
u
u
ICP MS
N/A
50 ml
250 ml
RL
5.0
0.50
0.30
5.0
1.5
5.0
1.0
5.0
20
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Client: lrminger Consulting, Inc.
Client Sample ID: MW-11
Lab Sample ID:
Client Matrix:
Method:
Preparation:
Dilution:
Date Analyzed:
Date Prepared:
Analyte
Barium
Beryllium
Cadmium
Chromium
Lead
Manganese
Nickel
Vanadium
Zinc
STL Savannah
680-19002-3
Water
6020
3005A
1.0
08/10/2006 1818
08/07/2006 0904
Analytical Data
Job Number: 680-19002-1
Date Sampled: 08/02/2006 1100
Date Received: 08/04/2006 0926
6020 Inductively Coupled Plasma -Mass Spectrometry
Analysis Batch: 680-52159
Prep Batch: 680-51645
Result (ug/L)
170
0.50
0.30
92
1.5
24
17
5.0
41
Page 25 of 54
Instrument ID:
Lab File ID:
Initial WeighWolume:
Final WeighWolume:
Qualifier
u
u
u
u
ICP MS
N/A
50 ml
250 ml
RL
5.0
0.50
0.30
5.0
1.5
5.0
1.0
5.0
20
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Client: lrminger Consulting, Inc.
Client Sample ID: UMS IN
Lab Sample ID:
Client Matrix:
680-19002-5
Water
Method: 6020
Preparation: 3005A
Dilution: 1.0
Date Analyzed: 08/10/2006 1838
Date Prepared: 08/07/2006 0904
Analyte
Barium
Beryllium
Cadmium
Chromium
Lead
Manganese
Nickel
Vanadium
Zinc
STL Savannah
Analytical Data
Job Number: 680-19002-1
Date Sampled: 08/02/2006 1230
Date Received: 08/04/2006 0926
6020 Inductively Coupled Plasma -Mass Spectrometry
Analysis Batch: 680-52159
Prep Batch: 680-51645
Result (ug/L)
230
0.73
0.30
41
5.5
530
45
6.1
22
Page 26 of 54
Instrument ID:
Lab File ID:
Initial WeighWolume:
Final WeighWolume:
Qualifier
u
ICP MS
N/A
50 ml
250 ml
RL
5.0
0.50
0.30
5.0
1.5
5.0
1.0
5.0
20
I
n
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Client: lrminger Consulting, Inc.
Client Sample ID: UMS OUT
Lab Sample ID:
Client Matrix:
Method:
Preparation:
Dilution:
Date Analyzed:
Date Prepared:
Analyte
Barium
Beryllium
Cadmium
Chromium
Lead
Manganese
Nickel
Vanadium
Zinc
STL Savannah
680-19002-6
Water
6020
3005A
1.0
08/10/2006 1845
08/0712006 0904
Analytical Data
Job Number: 680-19002-1
Date Sampled: 08/02/2006 1245
Date Received: 08/04/2006 0926
6020 Inductively Coupled Plasma -Mass Spectrometry
Analysis Batch: 680-52159
Prep Batch: 680-51645
Result (ug/L)
170
0.50
0.30
5.0
1.5
13
2.7
5.0
20
Page 27 of 54
Instrument ID:
Lab File ID:
Initial WeighWolume:
Final WeighWolume:
Qualifier
u
u
u
u
u
u
ICP MS
NIA
50 ml
250 ml
RL
5.0
0.50
0.30
5.0
1.5
5.0
1.0
5.0
20
I
D
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Client: lrminger Consulting, Inc.
Client Sample ID: MW-9
Lab Sample ID:
Client Matrix:
Method:
Preparation:
Dilution:
Date Analyzed:
Date Prepared:
Analyte
Barium
Beryllium
Cadmium
Chromium
Lead
Manganese
Nickel
Vanadium
Zinc
STL Savannah
680-19002-8
Water
6020
3005A
1.0
08/10/2006 1852
08/07/2006 0904
Analytical Data
Job Number: 680-19002-1
Date Sampled: 08/02/2006 1400
Date Received: 08/04/2006 0926
6020 Inductively Coupled Plasma -Mass Spectrometry
Analysis Batch: 680-52159
Prep Batch: 680-51645
Result (ug/L)
690
0.50
0.30
19
1.5
3800
52
7 9
31
Page 28 of 54
Instrument ID:
Lab File ID:
Initial WeightNolume:
Final WeightNolume:
Qualifier
u
u
u
ICP MS
N/A
50 ml
250 ml
RL
5.0
0.50
0.30
5.0
1.5
5.0
1.0
5.0
20
g
0
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Client: lrminger Consulting, Inc.
Client Sample ID: MW-24
Lab Sample ID:
Client Matrix:
Method:
Preparation:
Dilution:
Date Analyzed:
Date Prepared:
Analyte
Barium
Beryllium
Chromium
Manganese
Nickel
Vanadium
Zinc
STL Savannah
680-19002-9
Water
6020
3005A
1.0
08/1 0/2006 1859
08/07/2006 0904
Analytical Data
Job Number: 680-19002-1
Date Sampled: 08/02/2006 1430
Date Received: 08/04/2006 0926
6020 Inductively Coupled Plasma -Mass Spectrometry
Analysis Batch: 680-52159
Prep Batch: 680-51645
Result (ug/L)
180
0.50
7.2
10
4.6
5.0
27
Page 29 of 54
Instrument ID:
Lab File ID:
Initial WeightNolume:
Final Weight/Volume:
Qualifier
u
u
ICP MS
N/A
50 ml
250 ml
RL
5.0
0.50
5.0
5.0
1.0
5.0
20
n
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Client: lrminger Consulting, Inc.
Client Sample ID: UD 1 N
Lab Sample ID:
Client Matrix:
Method:
Preparation:
Dilution:
Date Analyzed:
Date Prepared:
Analyte
Barium
Beryllium
Cadmium
Chromium
Lead
Manganese
Nickel
Vanadium
Zinc
STL Savannah
680-19002-10
Water
6020
3005A
1.0
08/10/2006 1906
08/07/2006 0904
Analytical Data
Job Number: 680-19002-1
Date Sampled: 08/02/2006 1500
Date Received: 08/04/2006 0926
6020 Inductively Coupled Plasma -Mass Spectrometry
Analysis Batch: 680-52159
Prep Batch: 680-51645
Result (ug/L)
100
0.50
0.30
7.3
1.5
13
3.3
5.0
20
Page 30 of 54
Instrument ID:
Lab File ID:
Initial WeightNolume:
Final WeighWolume:
Qualifier
u
u
u
u
u
ICP MS
N/A
50 ml
250 ml
RL
5.0
0.50
0.30
5.0
1.5
5.0
1.0
5.0
20
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Client: lrminger Consulting, Inc.
Client Sample ID: UD OUT
Lab Sample ID:
Client Matrix:
Method:
Preparation:
Dilution:
Date Analyzed:
Date Prepared:
Analyte
Barium
Beryllium
Cadmium
Chromium
Lead
Manganese
Nickel
Vanadium
Zinc
STL Savannah
680-19002-11
water
6020
3005A
1.0
0811012006 1913
08/0712006 0904
Analytical Data
Job Number: 680-19002-1
Date Sampled: 08/0212006 1530
Date Received: 08/04/2006 0926
6020 Inductively Coupled Plasma -Mass Spectrometry
Analysis Batch: 680-52159
Prep Batch: 680-51645
Result (ug/L)
99
0.50
0.30
7.1
1.5
29
3.6
5.0
20
Page 31 of 54
Instrument ID:
Lab File ID:
Initial Weight/Volume:
Final Weight/Volume:
Qualifier
u
u
u
u
u
ICP MS
NIA
50 ml
250 ml
RL
5.0
0.50
0.30
5.0
1.5
5.0
1.0
5.0
20
g
I
n
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
11
I
Client: lrminger Consulting, Inc.
Client Sample ID: U/L MACON EFF
Lab Sample ID:
Client Matrix:
680-19002-13
Water
Analytical Data
Job Number: 680-19002-1
Date Sampled: 08/02/2006 1700
Date Received: 08/04/2006 0926
6020 Inductively Coupled Plasma -Mass Spectrometry
Method:
Preparation:
Dilution:
Date Analyzed:
Date Prepared:
Analyte
Barium
Beryllium
Cadmium
Chromium
Lead
Manganese
Nickel
Vanadium
Zinc
STL Savannah
6020
3005A
1.0
08/1 0/2006 1920
08/07/2006 0904
Analysis Batch: 680-52159
Prep Batch: 680-51645
Result (ug/L)
36
0.50
0.30
5.0
1.5
5.0
1.0
5.0
20
Page 32 of 54
Instrument ID:
Lab File ID:
Initial WeighWolume:
Final WeighWolume:
Qualifier
u
u
u
u
u
u
u
u
ICP MS
N/A
50 ml
250 ml
RL
5.0
0.50
0.30
5.0
1.5
5.0
1.0
5.0
20
D
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Client: lrminger Consulting, Inc.
Client Sample ID: UM INF
Lab Sample ID:
Client Matrix:
Method:
Preparation:
Dilution:
Date Analyzed:
Date Prepared:
Analyte
Barium
Beryllium
Cadmium
Chromium
Lead
Manganese
Nickel
Vanadium
Zinc
STL Savannah
680-19002-14
Water
6020
3005A
1.0
08/1 0/2006 1927
0810712006 0904
Analytical Data
Job Number: 680-19002-1
Date Sampled:
Date Received:
08/02/2006 1715
08/04/2006 0926
6020 Inductively Coupled Plasma -Mass Spectrometry
Analysis Batch: 680-52159
Prep Batch: 680-51645
Result (ug/L)
46
0.50
0.30
5.0
1.5
5.0
1.0
5.0
20
Page 33 of 54
Instrument ID:
Lab File ID:
Initial WeighWolume:
Final WeighWolume:
Qualifier
u
u
u
u
u
u
u
u
ICP MS
NIA
50 ml
250 ml
RL
5.0
0.50
0.30
5.0
1.5
5.0
1.0
5.0
20
I
I
I
n
D
n
I
I
I
I
I
I
I
I
I
I
I
I
Client: lrminger Consulting, Inc.
Client Sample ID: LM INF
Lab Sample ID:
Client Matrix:
Method:
Preparation:
Dilution:
Date Analyzed:
Date Prepared:
Analyte
Barium
Beryllium
Cadmium
Chromium
Lead
Manganese
Nickel
Vanadium
Zinc
STL Savannah
680-19002-15
Water
6020
3005A
1.0
08/10/2006 1934
08/07/2006 0904
Analytical Data
Job Number: 680-19002-1
Date Sampled: 08/0212006 1730
Date Received: 08/04/2006 0926
6020 Inductively Coupled Plasma -Mass Spectrometry
Analysis Batch: 680-52159
Prep Batch: 680-51645
Result (ug/L)
5.1
0.50
0.30
5.0
1.5
5.0
1.0
5.0
20
Page 34 of 54
Instrument ID:
Lab File ID:
Initial Weight/Volume:
Final Weight/Volume:
Qualifier
u
u
u
u
u
u
u
u
ICP MS
N/A
50 ml
250 ml
RL
5.0
0.50
0.30
5.0
1.5
5.0
1.0
5.0
20
I
I
I
I
I
I
D
I
I
I
I
I
I
I
I
I
I
Client: lrminger Consulting, Inc.
Client Sample ID: MW-23
Lab Sample ID:
Client Matrix:
Method:
Preparation:
Dilution:
Date Analyzed:
Date Prepared:
Analyte
Barium
Beryllium
Chromium
Manganese
Nickel
Vanadium
Zinc
STL Savannah
680-19002-17
Water
6020
3005A
1.0
08/1 0/2006 1941
08/07/2006 0904
Analytical Data
Job Number: 680-19002-1
Date Sampled:
Date Received:
08/02/2006 1800
08/04/2006 0926
6020 Inductively Coupled Plasma -Mass Spectrometry
Analysis Batch: 680-52159
Prep Batch: 680-51645
Result (ug/L)
18
0.50
5.0
56
23
5.0
20
Page 35 of 54
Instrument ID:
Lab File ID:
Initial Weight/Volume:
Final Weight/Volume:
Qualifier
u
u
u
u
ICP MS
NIA
50 ml
250 ml
RL
5.0
0.50
5.0
5.0
1.0
5.0
20
I
I
I
I
a
I
I
I
I
I
I
I
I
I
I
I
I
Client: lrminger Consulting, Inc.
Client Sample ID: MW-19
Lab Sample ID:
Client Matrix:
Method:
Preparation:
Dilution:
Date Analyzed:
680-19002-18
Water
6020
3005A
1.0
08/10/2006 2002
Date Prepared: 08/07/2006 0904
Analyte
Barium
Beryllium
Cadmium
Chromium
Lead
Manganese
Nickel
Vanadium
Zinc
STL Savannah
Analytical Data
Job Number: 680-19002-1
Date Sampled:
Date Received:
08/02/2006 1630
08/04/2006 0926
6020 Inductively Coupled Plasma -Mass Spectrometry
Analysis Batch: 6B0-52159
Prep Batch: 680-51645
Result (ug/L)
240
0.80
0.30
330
4.1
910
150
60
43
Page 36 of 54
Instrument ID:
Lab File ID:
Initial WeighWolume:
Final WeighWolume:
Qualifier
u
ICP MS
N/A
50 ml
250 ml
RL
5.0
0.50
0.30
5.0
1.5
5.0
1.0
5.0
20
I
I
I
I
I
I
I
D
u
I
I
D
I
I
Client: lrminger Consulting, Inc.
Client Sample ID:
Lab Sample ID:
Client Matrix:
Analyte
MW-15
680-19002-1
Water
Result
Total Suspended Solids 72
Client Sample ID:
Lab Sample ID:
Client Matrix:
Analyte
Anly Batch: 680-51698
MW-25
680-19002-2
Water
Result
Total Suspended Solids 7.0
Client Sample ID:
Lab Sample ID:
Client Matrix:
Analyte
Anly Batch: 680-51698
MW-11
680-19002-3
Water
Result
Total Suspended Solids 10
Client Sample ID:
Lab Sample ID:
Client Matrix:
Analyte
Anly Batch: 680-51698
UMS IN
680-19002-5
Water
Result
Total Suspended Solids 7.0
Anly Batch: 680-51698
STL Savannah
General Chemistry
Qual Units
mg/L
Date Analyzed 08/07/2006 1136
Qual Units
mg/L
Date Analyzed 08/07/2006 1136
Qual Units
mg/L
Date Analyzed 0810712006 1136
Qual Units
mg/L
Date Analyzed 08/0712006 1136
Page 37 of 54
Analytical Data
Job Number: 680-19002-1
Date Sampled: 08/02/2006 1000
Date Received: 08/04/2006 0926
RL Dil Method
5.0 1.0 160.2
Date Sampled: 08/02/2006 1030
Date Received: 08/04/2006 0926
RL Dil Method
5.0 1.0 160.2
Date Sampled: 08/02/2006 1100
Date Received: 08/04/2006 0926
RL Dil Method
5.0 1.0 160.2
Date Sampled: 08102/2006 1230
Date Received: 08/04/2006 0926
RL Dil Method
5.0 1.0 160.2
I
I
I
I
I
g
D
D
I
I
I
I
I
I
I
Client: lrminger Consulting, Inc.
Client Sample ID:
Lab Sample ID:
Client Matrix:
Analyte
MW-9
680-19002-8
Water
Result
Total Suspended Solids 180
Client Sample ID:
Lab Sample ID:
Client Matrix:
Analyte
Anly Batch: 680-51698
MW-24
680-19002-9
Water
Result
Total Suspended Solids 6.0
Client Sample ID:
Lab Sample ID:
Client Matrix:
Analyte
Anly Batch: 680-51698
UD1N
680-19002-10
Water
Result
Total Suspended Solids 5.0
Client Sample ID:
Lab Sample ID:
Client Matrix:
Analyte
Anly Batch: 680-51698
UO OUT
680-19002-11
Water
Result
Total Suspended Solids 8.0
Anly Batch: 680-51698
STL Savannah
General Chemistry
Qual Units
mg/L
Date Analyzed 08/07/2006 1136
Qual Units
mg/L
Date Analyzed 08/07/2006 1136
Qua! Units
mg/L
Date Analyzed 08/07/2006 1136
Qual Units
mg/L
Date Analyzed 08/07/2006 1136
Page 38 of 54
Analytical Data
Job Number: 680-19002-1
Date Sampled: 08/02/2006 1400
Date Received: 08/04/2006 0926
RL Oil Method
5.0 1.0 160.2
Date Sampled: 08/02/2006 1430
Date Received: 08/04/2006 0926
RL Oil Method
5.0 1.0 160.2
Date Sampled: 08/02/2006 1500
Date Received: 08/04/2006 0926
RL Oil Method
5.0 1.0 160.2
Date Sampled: 08/02/2006 1530
Date Received: 08/04/2006 0926
RL Oil Method
5.0 1.0 160.2
I
I
I
I
I
D
6
I
I
I
I
I
I
I
I
Client: lrminger Consulting, Inc.
Client Sample ID:
Lab Sample ID:
Client Matrix:
Analyte
U/L MACON EFF
680-19002-13
water
Result
Total Suspended Solids 5.0
Client Sample ID:
Lab Sample ID:
Client Matrix:
Analy1e
Anly Batch: 680-51698
UM INF
680-19002-14
Water
Result
Total Suspended Solids 5.0
Client Sample ID:
Lab Sample ID:
Client Matrix:
Analyte
Anly Batch: 680-51698
LM INF
680-19002-15
Water
Result
Total Suspended Solids 5.0
Client Sample ID:
Lab Sample ID:
Client Matrix:
Anly Batch: 680-51698
MW-23
680-19002-17
Water
Analyte Result
Total Suspended Solids 8.0
Anly Batch: 680-51698
STL Savannah
General Chemistry
Oual Units
U mg/L
Date Analyzed 08/07/2006 1136
Qual Units
U mg/L
Date Analyzed 08/07/2006 1136
Qual Units
U mg/L
Date Analyzed 08/07/2006 1136
Qual Units
mg/L
Date Analyzed 08/07/2006 1136
Page 39 of 54
Analytical Data
Job Number: 680-19002-1
Date Sampled: 08/02/2006 1700
Date Received: 08/04/2006 0926
RL Dil Method
5.0 1.0 160.2
Date Sampled: 08/02/2006 1715
Date Received: 08/04/2006 0926
RL Dil Method
5.0 1.0 160.2
Date Sampled: 08/02/2006 1730
Date Received: 08/04/2006 0926
RL Oil Method
5.0 1.0 160.2
Date Sampled: 08/02/2006 1800
Date Received: 08/04/2006 0926
RL Dil Method
5.0 1.0 160.2
I
I
I
I
I
I
I
0
n
n
I
D
I
Client: lrminger Consulting, Inc.
Client Sample ID:
Lab Sample ID:
Client Matrix:
Analyte
MW-19
680-19002-18
Water
Result
Total Suspended Solids 490
Anly Batch: 680-51698
STL Savannah
General Chemistry
Qua! Units
mg/L
Date Analyzed 08/07/2006 1136
Page 40 of 54
Analytical Data
Job Number: 680-19002-1
Date Sampled: 08/0212006 1630
Date Received: 08/04/2006 0926
RL Oil Method
5.0 1.0 160.2
g
I
I
Client: lrminger Consulting, Inc.
n
n
I
I
I
I
I
I
I
I
I
Lab Section
GC/MSVOA
Air Toxics
Metals
General Chemistry
I STL Savannah
I
Qualifier
u
u
u
4
u
DATA REPORTING QUALIFIERS
Job Number: 680-19002-1
Description
Indicates the analyte was analyzed for but not detected.
Indicates the analyte was analyzed for but not detected.
Indicates the analyte was analyzed for but not detected.
MS, MSD: The analyte present in the original sample is 4 times
greater than the matrix spike concentration; therefore, control
limits are not applicable.
Indicates the analyte was analyzed for but not detected.
Page 41 of 54
I
I
n
I
I
I
I
I
I
I
I
I
I
I
Client: lrminger Consulting, Inc.
Method Blank -Batch: 680-51980
Lab Sample ID: MB 680-51980/3
Client Matrix:
Dilution:
Date Analyzed:
Date Prepared:
Analyte
Acetone
Benzene
Chloroform
Water
1.0
08/09/2006 2114
08/09/2006 2114
1, 1-0ichloroethane
1,2-Dichloroethene, Total
1, 1-Dichloroethene
Methylene Chloride
Tetrachloroethene
Toluene
1,1,1-Trichloroethane
Trichloroethane
Vinyl chloride
Xylenes, Total
Surrogate
4-Bromofluorobenzene
Dibromofluoromethane
Toluene-dB (Surr)
Analysis Batch: 680-51980
Prep Batch: NIA
Units: ug/L
Result
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
% Rec
96
103
97
Qual
u
u
u
u
u
u
u
u
u
u
u
u
u
I Calculations are performed before rounding to avoid round-off errors in calculated results.
STL Savannah Page 42 of 54
I
Quality Control Results
Job Number: 680-19002-1
Method: 8260B
Preparation: 5030B
Instrument ID: GC/MS Volatiles - 0
Lab File ID: oq269.d
Initial Weight/Volume: 5 ml
Final Weight/Volume: 5 ml
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
I
I
I
I
D
I
I
I
I
I
I
I
Client: lrminger Consulting, Inc.
Lab Control Spike -Batch: 680-51980
Lab Sample ID: LCS 680-51980/4
Client Matrix: water
Dilution: 1.0
Date Analyzed: 08/09/2006 2016
Date Prepared: 08/09/2006 2016
Analyte
Acetone
Benzene
Chloroform
1, 1-Dichloroethane
1,2-Dlchloroethene, Total
1, 1-Dichloroethene
Methylene Chloride
T etrachloroethene
Toluene
1, 1 , 1-Trichloroethane
Trichloroethane
Vinyl chloride
Xylenes. Total
Surrogate
4-Bromofluorobenzene
Dibromofluoromethane
Toluene-dB (Surr)
Analysis Batch: 680-51980
Prep Batch: N/A
Units: ug/L
Spike Amount Result
100 169
50.0 44.7
50.0 47.9
50.0 44.5
100 92.6
50.0 41.2
50.0 45.7
50.0 50.8
50.0 46.6
50.0 45.4
50.0 47.2
50.0 30.2
150 155
% Rec
103
98
90
Quality Control Results
Job Number: 680-19002-1
Method: 82608
Preparation: 50308
Instrument ID: GC/MS Volatiles - 0
Lab File ID: oq267.d
Initial WeighWolume: 5 ml
Final Weight/Volume: 5 ml
% Rec. Limit Qual
169 20 -183
89 74 -122
96 74 -124
89 70 -127
93 70 -130
82 64 -132
91 67 -128
102 70 -133
93 75 -122
91 70-132
94 75 -122
60 59 -136
104 77 -121
Acceptance Limits
77-120
75 -123
79-122
I Calculations are performed before rounding to avoid round-off errors in calculated results.
STL Savannah Page 43 of 54
I
I
g
I
I
n
B
I
I
I
I
I
I
I
I
I
I
Client lrminger Consulting, Inc.
Method Blank -Batch: 680-52388
Lab Sample ID: MB 680-52388/2
Client Matrix:
Dilution:
Date Analyzed:
Date Prepared:
Analyte
Acetone
Benzene
Chloroform
Water
1.0
08/15/2006
08/15/2006
1, 1-0ichloroethane
1,2-Dichloroethene, Total
1, 1-Dichloroethene
Methylene Chloride
Tetrachloroethene
Toluene
1, 1, 1-Trichloroethane
Trichloroethene
Vinyl chloride
Xylenes, Total
Surrogate
4-Bromofluorobenzene
Dibromofluoromethane
Toluene-dB (Surr)
1155
1155
Analysis Batch: 680-52388
Prep Batch: N/A
Units: ug/L
Result
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
% Rec
100
106
91
Qual
u
u
u
u
u
u
u
u
u
u
u
u
u
I Calculations are performed before rounding to avoid round-off errors in calculated results.
STL Savannah Page 44 of 54
I
Quality Control Results
Job Number: 680-19002-1
Method: 82608
Preparation: 50308
Instrument ID: GC/MS Volatiles - A
Lab File ID: aq400.d
Initial Weight/Volume: 5 ml
Final Weight/Volume: 5 ml
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
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Client: lrminger Consulting, Inc.
Lab Control Spike -Batch: 680-52388
Lab Sample ID: LCS 680-52388/11
Client Matrix:
Dilution:
Date Analyzed:
Date Prepared:
Analyte
Acetone
Benzene
Chloroform
Water
1.0
0811512006
0811512006
1, 1-Dichloroethane
1,2-Dichloroethene, Total
1, 1-Dich!oroethene
Methylene Chloride
T etrachloroethene
Toluene
1, 1, 1-Trichloroethane
Trichloroethane
Vinyl chloride
Xylenes, Total
Surrogate
4-Bromofluorobenzene
Dibromofluoromethane
Toluene-dB (Surr)
1058
1058
Analysis Batch: 680-52388
Prep Batch: NIA
Units: ug/L
Spike Amount Result
100 81.9
50.0 42.9
50.0 42.6
50.0 35.8
100 80.0
50.0 40.8
50.0 38.2
50.0 58.7
50.0 42.5
50.0 41.6
50.0 48.0
50.0 34.9
150 158
% Rec
104
92
86
Quality Control Results
Job Number: 680-19002-1
Method: 8260B
Preparation: 5030B
Instrument ID: GC/MS Volatiles - A
Lab File ID: aq396.d
Initial WeighWolume: 5 ml
Final WeightNolume: 5 ml
% Rec. Limit Qual
82 20 -183
86 74 -122
85 74 -124
72 70-127
80 70 -130
82 64-132
76 67-128
117 70 -133
85 75 -122
83 70 -132
96 75 -122
70 59 -136
105 77 -121
Acceptance Limits
77-120
75 -123
79-122
I Calculations are performed before rounding to avoid round-off errors in calculated results.
STL Savannah Page 45 of 54
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Client: lrminger Consulting, Inc.
Method Blank -Batch: 680-51607
Lab Sample ID: MB 680-5160714
Client Matrix:
Dilution:
Date Analyzed:
Date Prepared:
Analyte
Chloroform
Air -Tedlar Bag
1.0
0810412006 1 533
NIA
cis-1 ,2-Dichloroethene
trans-1,2-Dichloroethene
Toluene
Trichloroethane
Lab Control Spike/
Analysis Batch: 680-51607
Prep Batch: NIA
Units: mg/m3
Result
1.0
1.0
1.0
1.0
1.0
Lab Control Spike Duplicate Recovery Report -Batch: 680-51607
LCS Lab Sample ID: LCS 680-5160712
Client Matrix:
Dilution:
Date Analyzed:
Date Prepared:
Air -Tedlar Bag
1.0
0810412006 1450
NIA
LCSD Lab Sample ID: LCSD 680-51607/3
Client Matrix:
Dilution:
Date Analyzed:
Date Prepared:
Analyte
Toluene
Trichloroethane
Air -Tedlar Bag
1.0
0810412006 1511
NIA
Analysis Batch: 680-51607
Prep Batch: NIA
Units: mg/m3
Analysis Batch: 680-51607
Prep Batch: NIA
Units: mg/m3
LCS
87
107
% Rec.
LCSD
92
105
Limit
60-140
60 -140
Qual
u
u
u
u
u
Quality Control Results
Job Number: 680-19002-1
Method: EPA-18
Preparation: N/A
Instrument ID: GC/MS Volatiles - B
Lab File ID: bq104.d
Initial Weight/Volume: 5 ml
Final WeighWolume: 5 ml
Injection Volume:
RL
1.0
1.0
1.0
1.0
1.0
Method: EPA-18
Preparation: N/A
Instrument ID: GC/MS Volatiles - B
Lab File ID: bq102.d
Initial Weight/Volume: 5 ml
Final WeightNolume: 5 ml
Injection Volume:
Instrument ID: GC/MS Volatiles -B
Lab File ID: bq103.d
Initial WeightNolume: 5 ml
Final WeightNolume: 5 ml
Injection Volume:
RPD
6
RPD Limit LCS Qual LCSD Qual
30
2 30
I Calculations are performed before rounding to avoid round-off errors in calculated results.
STl Savannah Page 46 of 54
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Client: lrminger Consulting, Inc.
Method Blank -Batch: 680-51645
lab Sample ID: MB 680-51645/21-A
Client Matrix:
Dilution:
Date Analyzed:
Date Prepared:
Analyte
Barium
Beryllium
Cadmium
Chromium
Lead
Manganese
Nickel
Vanadium
Zinc
Water
1.0
08/10/2006 1715
08/07/2006 0904
Analysis Batch: 680-52159
Prep Batch: 680-51645
Units·. ug/L
Result
5.0
0.50
0.30
5.0
1.5
5.0
1.0
5.0
20
Oual
u
u
u
u
u
u
u
u
u
I Calculations are performed before rounding to avoid round-off errors in calculated results.
STL Savannah
I Page 47 of 54
Quality Control Results
Job Number: 680-19002-1
Method: 6020
Preparation: 3005A
Instrument ID: ICP MS
Lab File ID: N/A
Initial Weight/Volume: 50 ml
Final Weight/Volume: 250 ml
RL
5.0
0.50
030
5.0
1.5
5.0
1.0
5.0
20
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B
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Client: lrminger Consulting, Inc.
Lab Control Spike/
Lab Control Spike Duplicate Recovery Report -Batch: 680-51645
LCS Lab Sample ID: LCS 680-51645/22-A
Client Matrix:
Dilution:
Date Analyzed:
Date Prepared:
Water
1.0
08/1 0/2006 1722
08/07/2006 0904
LCSD lab Sample ID: LCSD 680-51645/23-A
Client Matrix:
Dilution:
Date Analyzed:
Date Prepared:
Analyte
Barium
Beryllium
Cadmium
Chromium
Lead
Manganese
Nickel
Vanadium
Zinc
Water
1.0
08/10/2006 1729
08/07/2006 0904
Analysis Batch: 680-52159
Prep Batch: 680-51645
Units: ug/l
Analysis Batch: 680-52159
Prep Batch: 680-51645
Units: ug/l
% Rec.
LCS LCSD Limit
100 100 75 -125
97 97 75 -125
100 100 75 -125
99 100 75 -125
98 97 75 -125
104 104 75 -125
101 102 75 -125
96 97 75 -125
104 105 75-125
Quality Control Results
Job Number: 680-19002-1
Method: 6020
Preparation: 3005A
Instrument ID: ICP MS
lab File ID: N/A
Initial Weight/Volume:
Final Weight/Volume:
50 ml
250 ml
Instrument ID: ICP MS
lab File ID: N/A
Initial Weight/Volume: 50 ml
Final Weight/Volume: 250 ml
RPO RPO limit LCS Dual LCSD Dual
0 20
0 20
0 20
20
0 20
0 20
20
20
20
I Calculations are performed before rounding to avoid roundMoff errors in calculated results.
STL Savannah Page 48 of 54
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Client: lrminger Consulting, Inc.
Matrix Spike/
Matrix Spike Duplicate Recovery Report -Batch: 680-51645
MS Lab Sample ID: 680-19002-1
Client Matrix: Water
Dilution: 1.0
Date Analyzed: 08/10/2006 1757
Date Prepared: 08/07/2006 0904
MSD Lab Sample ID: 680-19002-1
Client Matrix:
Dilution:
Date Analyzed:
Date Prepared:
Analyte
Barium
Beryllium
Cadmium
Chromium
Lead
Manganese
Nickel
Vanadium
Zinc
water
1.0
08/10/2006 1804
08/07/2006 0904
Analysis Batch: 680-52159
Prep Batch: 680-51645
Analysis Batch: 680-52159
Prep Batch: 680-51645
% Rec.
MS MSD Limit
98 98 75 -125
96 96 75 • 125
99 98 75 -125
85 103 75 -125
54 111 75 -125
102 102 75 • 125
97 99 75 • 125
96 96 75 • 125
95 98 75 -125
Quality Control Results
Job Number: 680-19002-1
Method: 6020
Preparation: 3005A
Instrument ID: ICP MS
Lab File ID: N/A
Initial Weight/Volume: 50 ml
Final WeighWolume: 250 ml
Instrument ID: ICP MS
Lab File ID: N/A
Initial WeighWolume: 50 ml
Final WeighWolume: 250 ml
RPO RPO Limit MS Qual MSO Qual
0 20
0 20
20
10 20
·12 20 4 4
0 20
20
0 20
2 20
I Calculations are performed before rounding to avoid round-off errors in calculated results.
STL Savannah Page 49 of 54
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Client: lrminger Consulting, Inc.
Method Blank -Batch: 680-52315
Lab Sample ID: MB 680-52315/13-A
Client Matrix: Water
Dilution: 1.0
Date Analyzed: 08/15/2006 1651
Date Prepared· 08/14/2006 1542
Analyte
Mercury
Lab Control Spike -Batch: 680-52315
Lab Sample ID: LCS 680-52315/14-A
Client Matrix:
Dilution:
Date Analyzed:
Date Prepared:
Analyte
Mercury
Matrix Spike/
Water
1.0
08/15/2006 1654
08/1412006 1542
Analysis Batch: 680-52539
Prep Batch: 680-52315
Units: ug/L
Result
0.20
Analysis Batch: 680-52539
Prep Batch: 680-52315
Units: ug/L
Spike Amount
2.50
Result
2.53
Matrix Spike Duplicate Recovery Report -Batch: 680-52315
MS Lab Sample ID:
Client Matrix:
Dilution:
Date Analyzed:
Date Prepared:
MSD Lab Sample ID:
Client Matrix:
Dilution:
Date Analyzed:
Date Prepared:
Analyte
Mercury
680-19002-1
Water
1.0
08/15/2006 1705
08/14/2006 1542
680-19002-1
Water
1.0
08/15/2006 1707
08/14/2006 1542
Analysis Batch: 680-52539
Prep Batch: 680-52315
Analysis Batch: 680-52539
Prep Batch: 680-52315
MS
98
% Rec.
MSO
103
Limit
80 -120
Qual
u
Quality Control Results
Job Number: 680-19002-1
Method: 7470A
Preparation: 7 470A
Instrument ID: LEEMAN1
Lab File ID: N/A
Initial Weight/Volume: 50 ml
Final WeighWolume: 50 ml
Method: 7 470A
Preparation: 7470A
Instrument ID: LEEMAN1
Lab File ID: NIA
RL
0.20
Initial Weight/Volume: 50 ml
Final Weight/Volume: 50 ml
% Rec. Limit Qual
101 80-120
Method: 7470A
Preparation: 7470A
Instrument ID: LEEMAN1
Lab File ID: NIA
Initial Weight/Volume: 50 ml
Final Weight/Volume: 50 ml
Instrument ID: LEEMAN1
Lab File ID: NIA
Initial Weight/Volume: 50 ml
Final Weight/Volume: 50 ml
RPO
3
RPO Limit
20
MS Qual MSO Qual
I Calculations are performed before rounding to avoid round-off errors in calculated results.
STL Savannah Page 50 of 54
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Client: lrminger Consulting, Inc.
Method Blank -Batch: 680-51698
Lab Sample ID: MB 680-51698/1
Client Matrix:
Dilution:
Date Analyzed:
Date Prepared:
Analyte
Water
1.0
08/07/2006 1136
N/A
Total Suspended Solids
Lab Control Spike -Batch: 680-51698
Lab Sample ID: LCS 680-51698/2
Client Matrix:
Dilution:
Date Analyzed:
Date Prepared:
Analyte
Water
1.0
08/07/2006 1136
N/A
Total Suspended Solids
Analysis Batch: 680-51698
Prep Batch: N/A
Units: mg/L
Result
5.0
Analysis Batch: 680-51698
Prep Batch: N/A
Units: mg/L
Spike Amount
100
Result
99.0
Qual
u
Quality Control Results
Job Number: 680-19002-1
Method: 160.2
Preparation: N/A
Instrument ID: No Equipment Assigned
Lab File ID: N/A
Initial Weight/Volume:
Final Weight/Volume: 100 ml
Method: 160.2
Preparation: N/A
RL
5.0
Instrument ID: No Equipment Assigned
Lab File ID: N/A
Initial Weight/Volume:
Final Weight/Volume: 100 ml
% Rec. Limit Qua!
99 80 -120
II Calculations are performed before rounding to avoid round-off errors in calculated results.
STL Savannah Page 51 of 54
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Client: lrminger Consulting, Inc.
Duplicate -Batch: 680-51698
Lab Sample ID: 680-19002-1
Client Matrix: Water
Dilution: 1.0
Date Analyzed: 08/07/2006 1136
Date Prepared: N/A
Analyte
Total Suspended Solids
Duplicate -Batch: 680-51698
Lab Sample ID: 680-19002-15
Client Matrix: Water
Dilution: 1.0
Date Analyzed: 08/07/2006 1136 ·
Date Prepared: NIA
Analyte
Total Suspended Solids
Analysis Batch: 680-51698
Prep Batch: N/A
Units: mg/L
Sample Result/Qual
72.0
Analysis Batch: 680-51698
Prep Batch: NIA
Units: mg/L
Sample Result/Qual
2.00 U
Result
79.0
Result
4.00
I Calculations are performed before rounding to avoid round-off errors in calculated results.
STL Savannah Page 52 of 54
I
Quality Control Results
Job Number 680-19002-1
Method: 160.2
Preparation: NIA
Instrument 10: No Equipment Assigned
Lab File ID: N/A
Initial WeightNolume:
Final WeighWolume: 100 ml
RPD
9
Limit
25
Method: 160.2
Preparation: N/A
Qual
Instrument ID: No Equipment Assigned
Lab File ID: N/A
Initial WeightNolume:
Final WeighWolume: 100 ml
RPD
NC
Limit
25
Qual
u
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PROJECT REFERENCE
STLI
-.. -- - -
ANALYSIS REQUEST AND CHAIN OF CUSTODY RECORD
STL
PROJECT LOCATION MATRIX
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CONTRACTyo.
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5102 LaRoche Avenue
Savannah, GA 31404
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NUMBER OF CONTAINERS SUBMITTED
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Website: www.stJ.inc.com
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ANALYSIS REQUEST AND CHAIN OF CUSTODY RECORD cs::ZJ Sll Savannah Website: www.stHnc.com
Phone: [phone]·7858
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PROJECT NO.
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7\.. 5102 LaRoche Avenue
Savannah, GA 31404
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