NCD980840409_20050926_Charles Macon Lagoon Drum_FRBCERCLA RA_Quarterly Progress and O& M Report May - July 2005-OCR

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Macon/Dockery Site
Richmond County, North Carolina
September 26, 2005
Ms. Giezelle S. Bennett
Remedial Project Manager
United States Environmental Protection Agency, Region IV
61 Forsyth! Street, S. W.
Atlanta, Georgia 30303-3104
Reply to: Technical Committee
c/o Ken Gulledge
Crown, Cork & Seal Company, Inc.
P.O. Box 887
Cheraw, SC 29520
Phone: [phone]
Fax: [phone]
" '
OCT O 6 2005 /l .,
---------~
:--,, -...
Re: Progress and O&M Report of Semi-Annual and Quarterly Activities-May 1, 2005 through
! ' July.31, 2005
Macon/Dockery Site -Cordova, North Carolina
IC P~ojcct Number 0004-001
Dear Ms. Bernett:
On behalf of the Macon/Dockery Site Group (MDSG), the Progress and O&M Report of
Semi-Annual:_and Quarterly Activities for May 1, 2005 through July 31, 2005 is herewith submitted
in accordance,with SECTION XV -PROGRESS REPORTS of the Unilateral Administrative Order
(effective date -June 30, 1992) for the Macon/Dockery Site. 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 1, 2005 through July 31, 2005 as part of
the Remedial A'.ction phase of this project. Specifically, this report describes the operational status of
the groundwater remediation systems and the results of the quarterly system eflluent, sampling event
conducted for the period.
!
' PROJECT TASKS INITIATED OR COMPLETED THROUGH JULY 31, 2005:
• Weekly operation and maintenance of the systems;
!
• Groundwater sample and analysis of wells MW-16 and MW-24;
• Quarterly effluent sampling of the remediation systems; and,
• Semi-Annual sampling of groundwater remediation system influent and groundwater.
RES UL TS OF SAMPLING AND TESTING AND OTHER DAT A RECEIVED:
Tables I through 4 summarize the cfllucnt analytical results for the four groundwater
remediation systems. In addition, at the request of the North Carolina Department of Environment
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Ms. Giezellc Bennett
September 26, 2005
Page No. 2
and N1itural Resources, a fifth quarter of groundwater s~ples were collected from monitoring wells
MW-16 and MW-24. The concentrations for the collected groundwater samples were below the
Remediation Performance Standard except for the following parameter:
Sample Location Parameter Result (ug/L) Remediation PS
(ui:/L)
MW-24 Manganese 1800 50
ug/L -micrograms per hter PS -Performance Standard
The high manganese concentration in monitoring well MW-24 can likely be attributed to
elevated background manganese levels in groundwater and sediments in the vicinity of the site.
Influent water samples were collected from the remediation systems in August 2005. The
influent water samples were not collected in July because the remediation systems were inoperative
on the sampling day due to electrical problems. Once power was restored to the systems they were
allowed to reach steady state before water samples were collected. The analytical results of the
influent water samples are summarized on Tables 5 through 8. Groundwater samples were collected
from the designated monitoring wells in July 2005. The analytical results of the groundwater
samples are 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 are
summarized on Table l 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 mas.s removal estimate is provided on Table 11. Depth to water measurements were recorded
from the designated monitoring wells in July 2005. A summary of the depth to water measurements
and calculated water table elevations are summarized in Table 12.
The following table summarizes the remedial systems performance for the period May I,
2005 through July 31, 2005:
Reme~iation Total Gallons Average Flow Mass VOe Total voe Percent
Sys,tem Removed For Rate For Removal For Removal Since Operational
Loc8tion Period Period Period Start-Up For Period
Upper/Lower 3,508,177 27.07 GPM, 1.38 pounds 15.52 pounds 90%190%
Macon Gallons -1~
Lower 0 Gallons 0GPM 0.0 pounds 12.98 pounds System
Dockery Suspended*
Upper 508,558 Gallons 3.92 GPM; 0.42 pounds 28.60 pounds 66% -<,4
Dockery
Upper Macon 775,057Gallons 5.98 GPM. 0.68 pounds 50.79 pounds 90 % -1g
Source Area
GPM -Gallons per minute VOC-Volatile Organic Compounds
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Ms. Giezelle Bennett
September 26, 2005
Page No. 3
TASKS PLANNED FOR PERIOD AUGUST 1, 2005 THROUGH OCTOBER 31, 2005:
• Weekly O&M of systems; and,
• Quarterly sampling of groundwater remediation system effluent in October 2005.
OPERATIONAL DIFFICULTIES AND DELAYS:
• June 25, 2005-July 17, 2005-The Upper Dockery system was down due to a shredded effluent
pwnp coupling. The coupling was replaced and the system was restarted on July 17, 2005.
• July 23, 2005 -August 12, 2005 -The Upper Dockery, Upper Macon Source Arca, and Upper
and· Lower Macon systems were down because of power outtages resulting from damage
sustained by lightning. On August 12, 2005, the power was restored and all the systems
restarted.
The MDSG appreciates the US EPA 's cooperation with this project. If you have any questions or
comments, please feel free to contact us at [phone].
Sincerely,
IRMINGER CONSULTING, INC.
·stcven E. Irmingcr,---;P:;-_cE,..._ -------
Project Manager
cc: fylacon/Dockcry Site Group Members
Mike Profit, COM Federal Programs
David Mattison, NC Superfund Section
------
1, 1-Dich\oro-I, 1-Dichloro-Cis/trans-1,2-Tetra-
Sample Date ethane ethene Dichloroethene Chloroetnene
Location (ug/L) (ug/L) (u,n.) (ug/L)
UD Effiuent 5/3/1996 <1.0 <1.0 <LO <1.0
6/5/1996 <1.0 <1.0 <1.0 <1.0
7/1/1996 <1.0 <1.0 <1.0 <1.0
8/1/1996 <1.0 <1.0 <1.0 <1.0
9/4/1996 <1.0 <1.0 <1.0 <1.0
10/1/1996 <1.0 <1.0 <1.0 <1.0
11/7/1996 <1.0 <1.0 <1.0 <1.0
12/5/1996 <1.0 1.5 <1.0 <1.0
1/6/1997 <1.0 <1.0 <1.0 <1.0
2/5/1997 <l.O <1.0 <1.0 <l.O
3/1211997 <l.O <1.0 <l.O <1.0
4/8/1997 <l.O <1.0 <1.0 <1.0
5/14/1997 <1.0 <1.0 <1.0 <1.0
6/6/1997 <1.0 <1.0 <LO <!.O
7/2/1997 <1.0 <1.0 <1.0 < 1.0
8/7/1997 <1.0 <1.0 <1.0 <1.0
9/5/1997 <1.0 <1.0 <1.0 <1.0
10/2/1997 <1.0 <LO <1.0 <1.0
11/13/1997 <1.0 <1.0 <1.0 <1.0
12/5/1997 <1.0 <1.0 <1.0 <1.0
119/1998 <!.O <1.0 <1.0 <1.0
2/5/1998 <1.0 <1.0 <1.0 <1.0
3/5/1998 <1.0 <1.0 <LO <1.0
4/3/1998 <1.0 <1.0 <1.0 <1.0
5/7/1998 <1.0 <1.0 <1.0 <1.0
6/5/1998 <1.0 25 <1.0 <!.O
7/9/1998 <1.0 <1.0 <1.0 <1.0
8/7/1998 <1.0 <1.0 <1.0 <1.0
9/10/1998 <1.0 <1.0 <1.0 <1.0
I 0/2/1998 <1.0 <1.0 <1.0 <1.0
11/4/1998 <1.0 <1.0 <LO <1.0
12/1/1998 <1.0 <1.0 <1.0 <1.0
1/11/1999 <1.0 <1.0 <1.0 <1.0
2/11/1999 <1.0 <1.0 <1.0 <1.0
3/5/1999 <1.0 <1.0 <1.0 <1.0
4/8/1999 <1.0 <1.0 <1.0 <1.0
5/12/1999 <1.0 <1.0 <LO <1.0
6/10/1999 <1.0 <1.0 <1.0 <1.0
7/8/1999 <1.0 <1.0 <1.0 <1.0
8/5/1999 <1.0 <1.0 <1.0 <1.0
9/9/1999 <1.0 <1.0 <1.0 <1.0
10/14/1999 <1.0 <1.0 <1.0 <1.0
11/3/1999 <!.O <1.0 <1.0 <l.O
12/3/1999 <1.0 <1.0 <1.0 <1.0
RPS 3500 7 70
RPS: Remediation Performance Standard
---TABLE 1 (Page 1 of 2)
EFFLUENT Analytical Results
UPPER DOCKERY
Macon Dockery Site
Richmond County, North Carolina
1, 1.1-Trichloro Trichloro-
- -
ethane-Cdile"ne Tolu'ene TotafXyleTles Acetone Chromium
(u•" ) (ug/L) (ug/L) (uon) (u•" ) (u"" )
<1.0 <1.0 <1.0 <3.0 52 <10
<1.0 <1.0 3.9 <3.0 <10 <10
<1.0 <1.0 <1.0 <3.0 <10 <10
<1.0 <1.0 <1.0 <3.0 20 14
<1.0 <1.0 <1.0 <3.0 <10 <10
<1.0 <1.0 <1.0 <3.0 <10 <10
<1.0 <l.O <1.0 <3.0 <10 15
<1.0 <1.0 <1.0 <3.0 <10 12
<1.0 <1.0 <1.0 <3.0 <10 13
<1.0 <1.0 <1.0 <3.0 <JO 15
<1.0 <LO <1.0 <3.0 <10 <10
<1.0 <1.0 <1.0 <3.0 <10 <10
<1.0 <1.0 <1.0 <3.0 <10 <10
<1.0 <1.0 <1.0 <3.0 <10 <10
<1.0 <1.0 <1.0 <3.0 <10 <10
<1.0 <1.0 <1.0 <3.0 <JO <10
<l.O <1.0 <1.0 <3.0 <10 <10
<1.0 <1.0 <1.0 <3.0 <10 <10
<1.0 <1.0 <1.0 <3.0 <10 12.1
<1.0 <1.0 <1.0 <3.0 <10 <10
<1.0 <1.0 <1.0 <3.0 <10 II
<1.0 <1.0 <1.0 <3.0 <10 <10
-<1.0 <1.0 <1.0 <3.0 <10 <IO-
<1.0 <1.0 <1.0 <3.0 <10 <10
<1.0 <1.0 <1.0 <3.0 <10 10
5.5 <1.0 <1.0 <3.0 <10 <10
<1.0 <LO <1.0 <3.0 <10 <10
<1.0 <1.0 <1.0 <3.0 <10 13
<1.0 <1.0 <1.0 <3.0 <10 II
<l.0 <1.0 <1.0 <3.0 <25 <10
<1.0 <1.0 <1.0 <3.0 <10 II
<1.0 <1.0 <1.0 <3.0 <25 14
<1.0 <1.0 <1.0 <3.0 <10 II
<1.0 <1.0 <1.0 <3.0 <10 15
<1.0 <1.0 <1.0 <3.0 <25 II
<1.0 <LO <1.0 <3.0 <10 II
<1.0 <LO <1.0 <3.0 <10 12
<1.0 <LO <1.0 <3.0 <10 13
<1.0 <1.0 <1.0 <3.0 <10 10
<1.0 <1.0 <1.0 <3.0 <10 14
<1.0 <1.0 <1.0 <3.0 <1.0 14
<1.0 <1.0 <1.0 <3.0 <10 14
<1.0 <1.0 <1.0 <3.0 <10 13
<1.0 <1.0 <1.0 <3.0 <10 13
200 28 1000 400 3500 50
.. -- ---
--Suspended
Barium Manganese Zinc Lead Solids
(u,n.) (u•" ) (ug/L) (ug/L) (mg/L)
<50 <5.0 <20 <3.0 <5.0
<50 <5.0 <20 <3.0 <5.0
<50 <5.0 <20 <3.0 <5.0
51 7 <20 <3.0 8
55 <5.0 <20 <3.0 <5.0
<50 5.9 <20 <3.0 <5.0
59 <5.0 <20 <3.0 <5.0
54 5.1 <20 <3.0 <5.0
54 <5.0 <20 <3.0 <5.0
61 5.9 <20 <3.0 <5.0
69 <5.0 <20 <3.0 <5.0
63 <5.0 <20 <3.0 <5.0
60 7.2 <20 <3.0 <5.0
52 <5.0 <20 <3.0 <5.0
55 <5.0 <20 <3.0 <5.0
<50 <5.0 <20 <3.0 <5.0
I 10 5.2 <20 <3.0 <5.0
50.1 <5.0 <20 <3.0 <5.0
67.9 18.6 24.8 <3.0 <5.0
<50 <5.0 <20 <3.0 <5.0
<50 <5.0 <20 <3.0 <5.0
<50 <5.0 <20 <3.0 <5.0
<200 <15 <20 <3.0 <5.0 ---•
<200 5.2 <20 <3.0 <5.0
<50 <5.0 <20 <3.0 <5.0
57 <5.0 <20 <3.0 <5.0
51 <5.0 <20 <3.0 <5.0
53 <5.0 <20 <3.0 <5.0
58 <5.0 <20 <3.0 <5.0
54 <10 <20 <3.0 <5.0
63 6.3 <20 <3.0 12
63 40 <20 <3.0 <5.0
55 <5.0 <20 <3.0 <5.0
73 23 <20 <3_0 <5.0
62 <5.0 <20 <3.0 <5.0
54 <5.0 <20 <3.0 <5.0
57 <5.0 <20 <3.0 <5.0
66 <5.0 <20 <3.0 <5.0
64 <5.0 <20 <3.0 <5.0
66 <5.0 <20 5.2 <5.0
61 <5.0 <20 <3.0 <5.0
60 <5.0 <20 <3.0 <5.0
58 <5.0 <20 <3.0 <5.0
64 <5.0 <20 <3.0 <5.0
1000 50 5000 15
--- ---
l, 1-Dichloro.-1,1-Dichlom-Cis/trans-1,2-Tetra-
Sample Date ethane ethene Dichloroethene ch!oroethene
Location (uglL) (ug/L) (u,n) (uglL)
UD Effluent 3/912000 <1.0 2.1 <1.0 <1.0
-4/7/2000 <!.O <!.0 <1.0 <l.0
5/9/2000 <1.0 <1.0 <1.0 <1.0
6/9/2000 <LO <1.0 <1.0 <1.0
7/7/2000 <1.0 <1.0 <1.0 <1.0
8/3/2000 <1.0 <1.0 <!.0 <1.0
9/25/2000 <1.0 <i.0 <1.0 <1.0
10/12/2000 <1.0 <1.0 <1.0 <1.0
1/18/2001 <1.0 <1.0 <1.0 <1.0
5/3/2001 <1.0 <1.0 <1.0 <1.0
7/11/2001 <1.0 <1.0 <1.0 <1.0
10/18/2001 <1.0 <1.0 <1.0 <1.0
1/16/2002 <1.0 <1.0 <1.0 <1.0
7/31/2002 <1.0 <1.0 <1.0 <1.0
10/30/2002 <1.0 <1.0 <1.0 <1.0
1/28/2003 NOT SAMPLED SYSTEM
3/14/2003 NOT SAMPLED SYSTEM
4/3/2003 <1.0 <1.0 <1.0 <10
7/10/2003 <1.0 <1.0 <LO <LO
!0/30/2003 <1.0 <1.0 <1.0 <LO
1/13/2004 <1.0 <1.0 <2.0 <1.0
4/5/2004 <1.0 <1.0 <2.0 <l.O
6/28/2004 <1.0 <1.0 <2.0 -<J.0 .
10121noo4 <1.0 <1.0 <2.0 <1.0
1/27/2005 <1.0 <1.0 <2.0 <1.0
5/4/2005 <1.0 <1.0 <1.0 <1.0
8/25/2005 · <1.0 • <1.0 <1.0 <1.0
RPS 3500 7 70
RPS: Remediation Perfonnance Standard
-------TABLE 1 (Page 2 of 2)
EFFLUENT Analytical Results
UPPER DOCKERY
Macon Dockery Site
Richmond County, North Carolina -
1,1,1-Trichlom-Trichloro-
ethane ethlene Toluene Total Xylenes
(ug/L) (ug/L) (u"" ) (ug/L)
<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 <LO <3.0
<1.0 <1.0 <1.0 <3.0
<1.0 <1,0 <1.0 <3.0
<1.0 <1.0 <1.0 <3.0
<1.0 <1.0 <1.0 <3.0
<1.0 <1.0 <1.0 <3.0
<1.0 <1.0 <1.0 <3.0
<1.0 <1.0 <1.0 <3_0
<1.0 <1.0 <1.0 <3.0
<1.0 <1.0 <1.0 <3.0
<1.0 <1.0 <1.0 <3.0
DOWN
DO\VN
<1.0 <1.0 <l.O <3.0
<1.0 <1.0 <1.0 <3.0
<1.0 <1.0 <1.0 <3.0
<1.0 <1.0 <LO <2.0
<1.0 <LO <LO <2.0
<1.0 <1.0 <1.0 <2.0
<1.0 <1.0 <1.0 <2.0
<1.0 <!.O <1.0 <3.0
<1.0 <1.0 <!.O <3.0
<1.0 <1.0 <LO· <3.0 •
200 2.8 1000 400
Acetone Chromium Barium
(u"") (uglL) (u"" )
<10 14 74
<10 <10 160
<10 14 69
<10 <10 79
<10 <10 95
<ID <10 78
<ID <10 85
<10 <10 84
<10 <10 100
<10 14 80
<10 27 79
<10 14 74
<10 18 130
<10 <10 55
<10 <10 99
NOT SAMPLED
NOT SAMPLED
<10 <10 83
<10 <10 96
<10 <10 55
<25 II 71
<25 12 68
<25 <10 54
<25 <10 85
<ID <10 72
<10 NA 62
<10 · 10 • 69.
3500 50 1000
- ----
Suspended
Manganese Zinc Lead Solids
(u"") (u"") (uglL) (men )
9.3 <20 <3.0 <5.0
8.0 <20 <3.0 <5.0
<5.0 <20 <3.0 <5.0
<5.0 <20 <3.0 <5.0
10 <20 <3.0 <5.0
<5.0 <20 <3.0 <5.0
<5.0 <20 <3.0 <5.0
<5.0 <20 <3.0 <5.0
6.3 <20 <3.0 <5.0
5.7 <20 <3.0 <5.0
43.0 27 <3.0 8.0
5.4 <20 <3.0 <5.0
120 35 5 <5.0
5.6 <20 <3.0 <5.0
7.3 <20 <3.0 <5.0
SYSTEM DOWN
SYSTEM DOWN
5.1 <20 <3.0 <5.0
19 <20 <3.0 <5.0
<5.0 <20 <3.0 <5.0
15 24 <3.0 14.0
<5.0 <20 <3.0 .<5.0_--
<5.0 <20 <3.0 <5.0
<5.0 <20 <3.0 <5.0
<5.0 <20 <3.0 <5.0
NA <20 <1.5 <5.0
<5.0 • <20• NA <5.0
50 5000 15
---
-Sample
Location
LD Effluent
RPS:
RPS:
Chloro-1.1-Dichloro------Date fonn ethane
("g/L) ("g/L)
2/15/1996 <1.0 <LO
2/16/1996 <1.0 <1.0
2/22/1996 <1.0 <1.0
2/28/1996 <1.0 <1.0
3/8/1996 <1.0 <1.0
4/3/1996 <1.0 <1.0
5/3/1996 <1.0 <1.0
8/1/1996 <1.0 <1.0
9/4/1996 <1.0 <1.0
10/1/1996 <1.0 <1.0
11/7/1996 <1.0 <1.0
12/5/1996 <1.0 <1.0
1/6/1997 <1.0 <1.0
3/12/1997 <1.0 <1.0
4/8/1997 <1.0 <1.0
5/14/1997 <1.0 <1.0
6/6/1997 <1.0 <1.0
7/2/1997 <1.0 <1.0
8/7/1997 <1.0 <!.O
9/5/1997 <1.0 <l.O
10/2/1997 <1.0 <1.0
11/13/1997 <1.0 <1.0
12/5/1997 <1.0 <1.0
1/9/1998 <1.0-<1.0
2/5/1998 <1.0 <1.0
3/5/1998 <1.0 17
4/3/1998 <1.0 <1.0
517/1998 <1.0 <1.0
6/5/1998 <1.0 <1.0
7/9/1998 <1.0 <1.0
8/7/1998 <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
*2/11/99 <1.0 <1.0
3/5/1999 <1.0 <1.0
4/8/1999 <1.0 <1.0
5/12/1999 <1.0 <1.0
6/10/1999 <l.O <1.0
7/8/1999 <1.0 <1.0
8/5/1999 <1.0 <1.0
9/9/1999 <1.0 <1.0
!0/14/1999 <1.0 <1.0
11/2/1999 <1.0 2.5
12/3/1999 <1.0 2.8
3500
Remediation Performance Standard
--
I, 1-Di.£!il_o!o-~\~~-1_.~--
ethene Dich\oroethene
("gJL) (u,JL)
<1.0 <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 <LO
<!.O <1.0
<l.0 <!.O
<1.0 <!.O
<l.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
3.2 <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
<LO <1.0
<LO <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <LO
<1.0 <!.O
<1.0 <LO
<1.0 <LO
<1.0 <1.0
<1.0 <1.0
7 70
- -----
_ ~e_Qlylene
chloride
("g/L)
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
5
TABLE 2 (Page I of 2)
EFFLUENT Analytical Results
LOWER DOCKERY
Macon Dockery Site
Richmond County, North Carolina
_I_, 1,!: Trichloro _Trichloro--------
ethane ethene Benzene Toluene
(ug/L) ("g/L) (u"") ("g/L)
<1.0 <1.0 <LO <1.0
<1.0 <1.0 <1.0 <1.0
<LO <!.0 <1.0 <1.0
<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
<LO <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 3.4
<1.0 <1.0 <1.0 <1.0
<I 0 <1.0 <1.0 <l.O
<1.0 <1.0 <1.0 <l.O
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<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 <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 <1.0 <1.0 <LO
5.5 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <J.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <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 <LO <1.0
<1.0 <1.0 <1.0 <1.0
<LO <1.0 <LO <1.0
<LO <LO <1.0 <1.0
<LO <1.0 <LO <1.0
1.2 <1.0 <1.0 <1.0
200 2 8 1000
Total --
Xylenes Chromium
("'IL) ("'IL)
<3.0 <IO
<3.0 <IO
<3.0 <IO
<3.0 <IO
<3.0 <10
<3.0 <10
<3.0 <IO
<3.0 <IO
<3.0 <10
<3.0 <IO
<3.0 <10
<3,0 <IO
<3.0 <10
<3.0 <IO
<3.0 <10
<3.0 <IO
<3.0 <10
<3.0 <10
<3.0 <IO
<3.0 <10
<3.0 <10
<3.0 <IO
<3.0 <10
<3.0 I -<IO
<3.0 <IO
<3.0 <10
<3.0 <IO
<3.0 <IO
<3.0 <10
<3.0 <IO
<3.0 <JO
<3.0 <10
<3.0 <10
<3.0 <10
<3.0 <ID
<3.0 <IO
<3.0 <10
<3.0 <10
<3.0 <IO
<3.0 <IO
<3.0 <10
<3.0 <IO
<3.0 <10
<3.0 <IO
<3.0 <10
<3.0 <IO
<3.0 <IO
400 50
- ---
-----.. Suspended
Barium Manganese Zinc Cadmium Solids
("g/L) ("~" I (""" I (u"" ) (m"")
<50 <5.0 <20 <0.30 <5.0
<50 <5.0 <20 <0.30 <5.0
<50 <5.0 <20 <0.30 5
<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 14 <20 <0.30 <5.0
<50 13 <20 0.56 <5.0
<50 II <20 <0.30 <5.0
<50 <5.0 <20 <0.30 <5.0
<50 35 <20 <0.30 19
<50 6 <20 <0.30 <5.0
70 <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 <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 <I <5.0
<50 160 <20 <0.30 <5.0
<50 34 <20 <0.30 <5.0 -
<50 250 <20 <0.30 58
<200 85 <20 <0.30 <5.0
<200 39 <20 <0.30 <5.0
<50 17 <20 <0.30 <5.0
<50 6.3 <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
17 140 <20 <0.30 <5.0
<50 10 <20 <0.30 <5.0
<50 <5.0 <20 <0.30 <5.0
<50 5.2 <20 <0.30 <5.0
<50 15 <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 52 9.5
<50 <5.0 <20 <0.30 <5.0
<50 <5.0 <20 <0.30 <5.0
<50 5.0 <20 <0.30 <5.0
72 520 31 <0.30 <5.0
93 470 38 <0.30 <5.0
<50 II <20 <0.30 <5.0
<50 110 <20 <0.30 <5.0
1000 50 5000 5
---- ---
Chloro-1,1-Dichloro-I, 1-Dichloro-Cis/trans-1,2-Methylene
Sample Date fonn·· ethane ethene-Dichloroethene ·chloride Location (ug/L) (ug/L) (ug/1,) (ug/L) (ug/L) LO Effluent 2/25/2000 <l.0 6.2 <1.0 <1.0 <2.0 3/9/2000 <1.0 <1.0 <1.0 <1.0 <2.0
4/7/2000 .. System 00\\TI Not Sampled
5/9/2000 <I 0 <1.0 <1.0 <1.0 <2.0 6/9/2000 <1.0 <1.0 <1.0 <1.0 <2.0 7/7/2000 <1.0 <1.0 <1.0 <1.0 <2.0
8/3/2000 <1.0 <1.0 <J.0 <1.0 <2.0
9/25/2000 <1.0 <1.0 <1.0 <I 0 <2.0
10/12/2000 <1.0 <1.0 <!.O <1.0 <2.0
1/18/2001 .. System Do"TI Not Sampled 4/24/2001 <1.0 I <1.0 I <!.O I <1.0 I <2.0 I 5/11/2001 <l.O <1.0 <1.0 <1.0 <2.0
7/11/2001 .. System O0\\TI Not Sampled
10/18/2001 <1.0 <1.0 <1.0 <1.0 <2.0
1/16/2002 System Dov.n Not Sampled
7/31/2002 System 0mm Not Sampled 10/30/2002 <1.0 <1.0 <1.0 <1.0 <2.0 1/28/2003 System Dov.n Not Sampled 3/14/2003 <1.0 <1.0 <LO <1.0 <2.0
4/3/2003 <1.0 <1.0 <1.0 <1.0 <2.0
7/10/2003 <1.0 <1.0 <1.0 <1.0 <1.0
10/30/2003 <1.0 <1.0 <1.0 <LO <1.0 1/13/2004 <LO <1.0 <1.0 <2.0 <5.0 -I-➔, 4/5/2004 System Dov.-n Not . Sampled
J/27/2005 System SlJspended Not Sampled
5/4/2005 System Suspended Not Sampled
8/25/2005 System Suspended Not Sampled ~ \z.s\o~ <::<ls\ .. ~-•r•·L {
RPS: 3500 7 70 5 RPS: Remediation Perfonnance Standard
------TABLE 2 (Page 2 of2)
EFFLUENT Analytical Results
LOWER DOCKERY
Macon Dockery Site
Richmond Countv North Carolina ,,
1,l ,1-Trichloro Trichloro-
ethane -ethene· Benzene· Toluene
(ug/L) (u,n) (ug/L) (ug/L)
2.6 <1.0 <1.0 <LO
<1.0 <1.0 <1.0 <1.0 .. ... System
<1.0 <1.0 <!.0 <1.0
<!.O <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0 .. ... System
<1.0 <1.0 I <1.0 I <!.0
<1.0 <1.0 <1.0 <1.0 .. ... System
<1.0 <!.O <1.0 <1.0
System
System
<1.0 <1.0 <1.0 <LO
System
<1.0 <1.0 <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
System
System
System
System
200 2.8 1000
Total
Xylenes Chromillin Bafium
("'") (uon ) (ug/L)
<3.0 <IO <50
<3.0 <IO <50
Do\\n Not
<3.0 <10 <50
<3.0 <IO <50
<3.0 <10 <50
<3.0 <10 <50
<3.0 <10 <50
<3.0 <10 <50
Dov.n Not
I <3.0 I <10 I <50
<3.0 <10 <50
Do"TI Not
<3_0 <IO <50
Down Not Sampled
Down Not Sampled
<3.0 <ID <50
Down Not Sampled
<2.0 <IO <50
<3.0 <10 <50
<3.0 <IO <50
<3.0 <10 <50
<2.0 <10 <50
Do"TI Not Sampled
Suspenda Not Sampled
Suspend.el Not Sampled
Suspendec Not Sampled
400 50 1000
-----
Suspended Manganese Zinc CadmiUm--Solids
(uon) (ug/L) (ug/L) (mon)
320 <20 <0.30 <5.0
53 <20 <0.30 <5.0
Sampled ...
180 <20 <0.30 <5.0
<5.0 <20 <0.30 <5.0
100 <20 <0.30 <5.0
<5.0 <20 <0.30 <5.0
<5.0 97 <0.30 <5.0
<5.0 97 <0.30 <5.0
Sampled ...
I <5.0 I <20 I <0.30 I <5.0
<5.0 <20 <0.30 <5.0
Sampled .. .
<5.0 <20 <0.30 <5.0
58 <20 <0.30 <5.0
<5.0 <20 <0.30 <5.0
<5.0 <20 <0.30 <5.0
<5_0 <20 <0.30 <5.0
<5.0 <20 <0.30 <5.0
<5.0 <20 <0,30 10
-'
50 5000 5
.. ---
Sample
Location
UMSA Effluent
RPS
RPS
NA
Chloro-I , J • Dicbloro-
Date rorm -
'"""' (uo-11) (,g/L)
2/17/1996 <1.0 <1.0
2/2211996 <LO <LO
2/28/\996 <1.0 <1.0
3/8/J 996 <I 0 <1.0
4/3/1996 <I 0 <1.0
5/3/1996 <1.0 <LO
6/5/1996 <1.0 <LO
7/1/1996 <1.0 <l.O
7/30/1996 <1.0 <l.O
9/4/1996 <I 0 <LO
10/1/1996 <1.0 <1.0
11/7/1996 <LO <1.0
12/5/1996 <1.0 <LO
1/6/1997 <1.0 <l.0
2/4/1997 <1.0 <LO
3/12/\997 <1.0 <LO
4/8/1997 <1.0 <LO
5/12/J 997 <1.0 <1.0
6/6/1997 <1.0 <!.O
?n/1997 <1.0 <LO
8/7/1997 <1.0 <1.0
9/5/1997 <l.0 <1.0
10/2/1997 <1.0 <LO
11/13/1997 <!.O <1.0
12/5/1997 <l.O <LO
1/9/1998 <1.0 <1.0 -
2/5/1998 <1.0 <1.0
3/5/1998 <1.0 <1.0
4/3/1998 <1.0 <1.0
5/7/1998 <LO <1.0
6/5/1998 <1.0 <1.0
7/9/1998 <1.0 <1.0
8/7/1998 <!.O <1.0
9/10/1998 <l.O <1.0
10/1/1998 <1.0 <1.0
11/4/1998 <LO <1.0
12/1/1998 <1.0 <1.0
1/11/1999 <1.0 <1.0
2/11/1999 <LO <1.0
3/5/1999 <1.0 <1.0
4/8/1999 <l.0 <1.0
5/13/1999 <1.0 <l.O
6/10/1999 <1.0 <1.0
7/8/1999 <1.0 <1.0
8/5/1999 <LO <1.0
9!911999 <1.0 <1.0
10/14/1999 <LO <LO
11/2/1999 <1.0 <LO
12/3/1999 <l.O <1.0
3500
Remediation Performance Standard
Not Analyzed
-
I. -Dichloro-
"ethene
(Ui!/1..)
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<l.O
<1.0
<1.0
<1.0
<LO
<1.0
<LO
<LO
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<l.O
<l.O
<1.0
<LO
<LO
<1.0
<1.0
<1.0
<1.0
-- ----
Cis/trans-1,2-T etrachloro-
bichiofoethene ethffie
(ug/L) (,g/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
<LO <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<LO <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <l.O
<1.0 <1.0
<LO <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <LO
<1.0 <1.0
<1.0 <1.0
<1.0 <LO
<1.0 <1.0
<l.O <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 <l.O
<1.0 <1.0
<1.0 <1.0
<l.O <1.0
70
TABLE 3 (Page 1 of 2)
EFFLUENT Analytical Results
UPPER MACON SOURCE AREA
Macon Dockery Site
Richmond County, Nroth Carolina
1,121-!_ri_cblo~ Trichloro-_Vinrl_ -
ethane ethene chloride Benzene
(,g/L) (uo/T) (,g/L) (,on)
<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
<!.O <1.0 <1.0 <1.0
<1.0 <LO <1.0 <1.0
<1.0 <1.0 <1.0 <LO
<1.0 <1.0 <1.0 <LO
<1.0 <1.0 <1.0 <LO
<1.0 <1.0 <l.O <1.0
<1.0 <1.0 <LO <1.0
<1.0 <1.0 <LO <1.0
<1.0 <J.0 <LO <1.0
<1.0 <1.0 <LO <!.0
<1.0 <1.0 <1.0 <LO
<LO <LO <1.0 <LO
<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 <1.0
<LO <LO <1.0 <1.0
<1.0 <LO <1.0 <1.0
<1.0 <1.0 <LO <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <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 <LO
<1.0 <l.O <1.0 <1.0
<1.0 <1.0 <LO <1.0
<LO <1.0 <1.0 <1.0
<LO <1.0 <1.0 <1.0
<LO <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <LO <1.0
<1.0 <1.0 <LO <1.0
<1.0 <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 <LO
<1.0 <1.0 <1.0 <LO
<LO <LO <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
200 2.8
--.. ----
--Suspended
Toluene Chromium Barium Manganese Zinc Cadmium Lead Mercury Solids
(,on) (uo/1) (uo/T) (uo/T) (,on) (,on) (u-11) (u-") (rng/L)
<1.0 <JO 120 120 <20 <0.30 <3.0 <.2 <5.0
<1.0 <10 120 70 <20 <0.30 <3.0 <.2 <5.0
<1.0 <JO !JO 51 <20 <0-30 <3.0 <.2 <5.0
<1.0 <10 120 37 <20 <0.30 <3.0 <.2 <5.0
<1.0 <JO 110 27 <20 <0.30 <3.0 <.2 5
<1.0 <10 120 26 <20 <0.30 <3.0 <.2 <5.0
2.9 <10 !JO 22 <20 <0.30 <3.0 <.2 6
<1.0 12 110 14 <20 <0.30 <3.0 NA <5.0
<1.0 <10 200 110 41 <0.30 9.2 NA 23
<1.0 II 170 68 26 <0.30 66 NA 16
<1.0 <10 130 ll <20 0.47 <3.0 NA 24
<LO <10 140 13 <20 <0.30 <3.0 NA 26
<LO <10 170 17 <20 <0.30 <3.0 <0.20 j
<LO <IO 200 46 25 <0.30 J.5 NA 120
<1.0 <10 160 29 <20 <0.30 <3.0 NA 8
<1.0 <IO 130 30 <20 <0.30 <3.0 NA <5.0
<1.0 <10 200 30 <20 <0.30 <3.0 NA ;
<1.0 12 210 95 35 <0.30 <3.0 NA 100
<1.0 <10 240 74 <20 <0.30 <3.0 NA <5.0
<1.0 <10 180 41 <20 <0.30 <3.0 NA <5.0
<1.0 II 230 250 40 <0.30 4.8 NA NA
<1.0 <IO 130 27 <20 <0.30 <3.0 NA 22
<1.0 <IO 185 31.5 <20 <0.30 <3.0 NA II
<1.0 <10 129 84.2 <20 <I <3.0 NA 8
<1.0 <IO 150 160 26 <0.30 6.5 NA <5.0
<1.0 -<IQ 180 JJ <20 <0.30 '<3.0 NA -<5.0
<1.0 <10 200 20 <20 <0.30 <3.0 NA 6
<1.0 II 210 160 25 <0.30 4.1 NA <5.0
<1.0 <IO <200 64 <20 <0.30 <3,0 NA <5.0
<1.0 <IO 210 3 IO 29 <0.30 5 NA ll
<1.0 <10 160 46 <20 <0.30 <3.0 NA <5.0
<1.0 <JO 240 110 <20 <0.30 <3.0 NA <5.0
<1.0 <JO 190 37 <20 <0.30 <3.0 NA <5.0
<LO <10 200 56 <20 <0.30 <3.0 NA 33
<LO <JO 190 110 <20 <0.30 <3.0 NA 12
<1.0 10 220 450 48 <0.30 4.6 NA 180
<1.0 <IO 160 68 <20 <0.30 <3.0 NA <5.0
<1.0 <10 150 120 <20 <0.30 <3.0 NA <5.0
<1.0 <10 230 120 22 <0.30 <3.0 NA <5.0
<1.0 <IO 180 100 25 <0.30 <3.0 NA <5.0
<1.0 <IO 170 72 <20 <0.30 <3.0 NA <5.0
<1.0 <10 170 66 <20 36 <3.0 NA 8.5
<1.0 <JO 180 100 <20 <0.30 <3.0 NA <5.0
<LO <10 170 160 <20 <0.30 l.l NA <5.0
<1.0 <10 140 ll <20 <0.30 8.7 NA <5.0
<LO <10 150 340 24 <0.30 <3.0 NA <5.0
<1.0 <10 200 37 <20 <0.30 <3,0 NA <5.0
<1.0 <JO 180 ll <20 <0.30 <3.0 NA <5.0
<LO <JO 180 18 <20 <0.30 <3.0 NA <5.0
1000 50 1000 50 5000 15 1.1
-
Sample
Location
RPS
RPS
NA:
- --
Chloro-1,1-Dichlorer
D,u, form «h,u><
(uoJl) (uo/1)
2/16/2000 <1.0 <1.0
3/9/2000 <1.0 <1.0
4/7/2000 <l.0 <1.0
5/8/2000 <l.0 <1.0
6/9/2000 <1.0 <1.0
7/7/2000 <1.0 <1.0
8/2/2000 <1.0 <1.0
9125/2000 <1.0 <1.0
10/12/2000 <1.0 <1.0
1/18/2001 <1.0 <1.0
5/3/2001 <1.0 <1.0
7 /11/200 I <1.0 <l.0
10/18/2001 <1.0 <1.0
12/28/2001 <1.0 <1.0
1/15/2002 <1.0 <1.0
7/30/2002 <1.0 <1.0
10/30/2002 <1.0 <1.0
1/28/2003 NOT
3/14/2003 <1.0 <1.0
4/3/2003 <1.0 <LO
7/10/2003 <LO <1.0
10/30/2003 <1.0 <1.0
1/13/2004 <1.0 <l.0
4/5/2004 <1.0 <1.0"
6/28/2004 <1.0 <J.0
10/21/2004 <1.0 <1.0
1/27/2005 <1.0 <1.0
5/4/2005 <1.0 <LO
8/25/2005 <1.0. <1.0 -
3500
Remedia!lon Pcrfonmnce Standard
Not Analyzed
-
I, -Dichloro-
ethene
("gill
<1.0
16
<1.0
<1.0
<1.0
9.9
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<l.0
<1.0
<1.0
<1.0
<1.0
SAMPLED
<1.0
<1.0
<LO
<1.0
<1.0
"<LO
<1.0
<1.0
<1.0 u
<1.0
-
-----
Cis/trans-1.2-Tetrachloro-
Dichloroethene ethene
("gill (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
<1.0 <1.0
<1.0 <1.0
<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 DOWN
<1.0 <1.0
<1.0 <LO
<1.0 <LO
<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
70
TABLE 3 (Page 2 of 2)
EFFLUENT Analytical Results
UPPER MACON SOURCE AREA
Macon Dockery Site
Richmond County, Nroth Carolina
1,1, 1-Trichloro-Trichloro-Vinyl ,than, ethene chloride Benzene
("g/L) (ug/L) (uoll ) (ug/L)
<LO <1.0 <LO <1.0
2.6 <l.0 <1.0 <1.0
<LO <l.0 <LO <1.0
<LO <1.0 <LO <1.0
<1.0 <1.0 <1.0 <1.0
14 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <l.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
NOT
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <LO -<1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<LO <l.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <LO <1.0
<1.0 <J.0· <1.0 · <J.0·
200 2.8
-- - --- -
-
Suspended
Toluene Chromium Barium Manganese Zinc Cadmium Lead Mercury Solids
'"gill (uo-Jl) (u-") (u,,1L) (u-" ) (u-" ) (ug/1..) (u-") (m-")
<1.0 <10 240 300 40 <0.30 5.3 NA \}Q
<1.0 <10 230 47 <20 <0.30 <3.0 NA 5.0
<1.0 <JO 210 40 <20 <0.30 <3.0 NA <5.0
<1.0 <JO 410 54 <20 <0.30 <3.0 NA <5.0
<1.0 <10 180 61 <20 <0.30 <3.0 NA <5.0
<1.0 <10 220 250 32 <0.30 3.8 NA <5.0
<1.0 <10 190 80 <20 <0.30 4.1 NA 38.0
<!.0 <10 280 8.3 <20 <0.30 <3.0 NA <5.0
<l.0 14 180 84 <20 <0.30 3.7 NA 6.0
<l.0 <JO 200 36 <20 <0.30 <3.0 NA 8.5
<1.0 28 440 350 29 <0.30 19 NA <5.0
<1.0 15 360 110 <20 <0.30 3.7 NA 38
<1.0 60 450 900 47 <0.30 21 NA <5.0
<1.0 II 360 110 <20 <0.30 <3.0 NA 8.0
<1.0 <10 360 35 <20 <0.30 <3.0 NA 8.0
<1.0 21 370 130 <20 <0.30 3.0 NA 11.0
<1.0 20 370 98 <20 <0.30 4.0 <0.20 6.0
lsAMPLED SYSTEM 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 <10 360 170 120 <0.30 <3.0 <0.20 <5.0
<1.0 76 400 1800 210 0.47 62 NA 23
<1.0 <10 230 64 <20 <0.30 <3.0 NA -33 -
<1.0 <10 160 6.2 <20 <0.30 <3.0 NA <5.0
<1.0 <10 180 18 <20 <0.30 <3.0 NA <5.0
<1.0 <10 170 8.5 <20 <0.30 <3.0 NA <5.0
<LO NA 140 NA <20 <0.30 <1.5 NA <5.0
<1.0 -<5.0 • 160 • 44 · <20, <0.30· NA NA <5.0 -
1000 50 100-0 50 5000 15 LI
-----------
Chloro• I, 1-Dichloro-1,1-Dichloro-Cis/trans-1,2-
Sample Date fo= ethane ethene Dichloroethene
Location (uiz/L) (u~) (un/I) (u"l1)
U/L Effluent 2/24/1996 <1.0 <l.O <1.0 <1.0
2/25/1996 <1.0 <1.0 <1.0 <LO
2/28/1996 <1.0 <l.O <1.0 <LO
3/8/1996 <1.0 <1.0 <1.0 <LO
3/1611996 <1.0 <1.0 <1.0 <1.0
4/3/1996 <1.0 )8 <1.0 )6
5/3/1996 <1.0 <1.0 <1.0 <LO
6/5/1996 <1.0 <1.0 <1.0 <LO
7/1/1996 <1.0 <1.0 <1.0 <1.0
7/30/1996 <1.0 <1.0 <1.0 <1.0
9/4/1996 <1.0 <1.0 <l.O <1.0
I0/1/1996 <1.0 <1.0 <1.0 <1.0
11/7/1996 <1.0 <1.0 <1.0 <1.0
12/5/1996 <1.0 <1.0 <1.0 <1.0
1/6/1997 <1.0 <1.0 <1.0 <1.0
2/4/1997 <1.0 <1.0 <1.0 <1.0
3/12/1997 <1.0 <1.0 <1.0 <1.0
4/8/1997 <1.0 <1.0 <1.0 <1.0
5/12/1997 <1.0 <1.0 <l.O <1.0
6/6/1997 <1.0 <1.0 <1.0 <1.0
7/2/1997 <1.0 2.4 <1.0 )8
7125/1997 NA NA NA NA
8/7/1997 <1.0 <1.0 <1.0 <I 0
9/5/1997 <1.0 <1.0 <1.0 <1.0
I0/2/1997 ·<I.O <1.0 <J.O <LO
11/13/1997 <1.0 <1.0 <l.O <1.0
12/5/1997 <1.0 <1.0 <l.O <1.0
1/9/1998 <1.0 <1.0 <1.0 <1.0
2/5/1998 <1.0 <1.0 <1.0 <1.0
3/5/1998 <1.0 <1.0 <1.0 <1.0
4/3/1998 <1.0 <1.0 <1.0 <1.0
5/7/1998 <LO <1.0 <1.0 <1.0
6/5/1998 <1.0 <1.0 <1.0 <1.0
7/9/1998 <1.0 <1.0 <l.O <1.0
8/7/1998 <LO <1.0 <1.0 <1.0
9/1011998 <1.0 <1.0 <1.0 <1.0
10/2/1998 <1.0 <1.0 <1.0 <1.0
11/4/1998 <1.0 <LO <1.0 <1.0
12/1/1998 <1.0 <1.0 <I 0 <1.0
l/11/1999 <1.0 <1.0 <1.0 <1.0
211111999 <1.0 <1.0 <1.0 <1.0
3/5/1999 <1.0 <LO <1.0 <1.0
4/8/1999 <1.0 <1.0 <1.0 <1.0
5/13/1999 <1.0 <1.0 <1.0 <1.0
6/10/1999 <1.0 <LO <l.O <1.0
RPS. 3SOO 70
RPS: Remediation Performance Standard
NA: Not Analyzed
... Methylene
chloride
(u",,)
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
NA
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
S
TABLE 4 (Page I of 2)
EFFLIJENT Analytical Results
UPPER/LOWER MACON
Macon Dockery Site
Richmond County, Nonh Carolina
.Tetrachloro-.1,1,1-Tricbloro-Trichlomc _ -
ethene ethane ethene Toluene
(ugfL) (u"11) (unll) log/L)
<1.0 <1.0 <1.0 <LO
<1.0 <1.0 <1.0 <LO
<J.U <!.U <1.0 <LO
<1.0 <1.0 <1.0 <LO
<IO <1.0 <1.0 <LO
<1.0 <l.O )9 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 2.1
<1.0 <1.0 <1.0 <1.0
<1.0 <LO <1.0 <1.0
<LO <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <LO <1.0
<1.0 <1.0 <LO <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
NA NA NA NA
<l.O <l.O <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
·<1.0 · <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <LO
<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
<LO <1.0 <1.0 <1.0
<LO <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <LO <1.0
<1.0 <1.0 <LO <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
200 2.8 1000
TABLE 4 (Page 2 of2)
-.. - - - - -
- ---Suspended
Chromium Barium Manganese Zinc Cadmium Lead Solids
(uo/1) (uglL) (uo/1) (u"n) (o•") (og/L) (m•" )
<)0 83 150 )SO <0.30 3.7 <5.0
<)0 90 160 l 70 <0.30 3.6 <5.0
<.i() <50 32 59 <0.30 <3.0 8
<)0 <SO 39 S6 <0.30 <3.0 <5.0
<)0 <50 JI ll <0.30 <3.0 <5.0
<10 <50 44 l4 <0.30 3.6 )0
<10 3) )0 2) <0.30 <3.0 <5.0
<10 <50 7.l <20 <0.30 <3.0 <5.0
<10 <50 <5.0 <20 <0.30 <3.0 <5.0
<)0 <50 <5.0 <20 <0.30 <3.0 <5.0
<)O <50 <5.0 <20 <0.30 <3.0 <5.0
<10 <50 <5.0 <20 <0.30 <3.0 24
<JO <50 <5.0 <20 <0.30 <3.0 <5.0
<JO <50 <5.0 <20 <0.30 <3.0 <5.0
<lO <50 <5.0 <20 <0.30 <3.0 <5.0
<)O 39 <5.0 <20 <0.30 <3.0 8
<10 <SO <5.0 <20 <0.30 <3.0 <5.0
<JO <50 <5.0 <20 <0.30 <3.0 <5.0
<)0 <SO <5.0 <20 <0.30 <3.0 <5_0
<)0 <SO <5.0 <20 <0.30 <3.0 <5.0
<)0 <50 79 <20 <0.30 <3.0 <5.0
NA NA 36 NA <0.30 NA NA
<)O <50 SA <20 <0.30 3.1 NS
<10 <50 <5.0 <20 <0.30 <3.0 <5.0
<lO <SO 6.3 <20 <0.30 _ <3.0 2l
<10 <50 <5.0 <20 <0.30 <3.0 <S
<10 <50 <5.0 <20 <0.30 <3.0 <S
<10 <50 <5.0 <20 <0.30 <3.0 <S
<10 56 <5.0 <20 <0.30 <3.0 <S
<lO <200 <ll <20 <0.30 <3.0 <5.0
<)O <200 <5.0 <20 <0.30 <3.0 <5.0
<10 <50 <5.0 <20 <0.30 <3.0 NA
<10 <50 <5.0 <20 <0.30 <3.0 <5.0
<10 <50 <5.0 <20 <0.30 <3.0 <5.0
<JO <50 9.2 <20 <0.30 <3.0 <5.0
<JO <SO 6.7 <20 <0.30 <3.0 <5.0
<10 JI <10 <20 <0.30 <3.0 <5.0
<10 <SO 6.2 <20 <0.30 <3.0 <5.0
<)0 <SO <5.0 <20 <0.30 <3.0 <5.0
<10 <SO <5.0 <20 <0.30 <3.0 <5.0
<10 <SO <5.0 <20 <0.30 <3.0 <5.0
<10 <SO <5.0 <20 <0.30 <3.0 <5.0
<10 <50 <5.0 <20 <0.30 <3.0 <5.0
<10 <50 <5.0 <20 <0.30 <3.0 <5,0
<)O <50 <5.0 <20 <0.30 <3.0 <5.0
so 1000 so SOOO ll
-
~
-
Sample
· Location
U/L Effluent
RPS.
RPS:
NA:
--------
Chlo~ I , 1-Dichloro-
Date fonn ,than,
{ug/1..) (iiglL)-
7/81\ 999 <LO <1.0
815/1999 <LO <1.0
9/9/1999 <1.0 <1.0
10/14/1999 <1.0 <1.0
11/3/1999 <LO <1.0
12/3/1999 <1.0 <1.0
2/17/2000 <1.0 <1.0
3/9/2000 <1.0 <1.0
4/7/2000 <1.0 <1.0
5/8/2000 <1.0 <1.0
6/912000 <1.0 <1.0
7/7f2000 <1.0 <1.0
8/2{2000 <1.0 <1.0
9/25/2000 <1.0 <l.O
10/12/2000 <1.0 <LO
1/18/2001 ... Not
4/24/2001 <1.0 <1.0
5/3/2001 <1.0 <1.0
7/20/2001 <1.0 <1.0
10/18/2001 <1.0 <1.0
12/28/2001 <1.0 <1.0
1/15/2002 <1.0 <1.0
7/31/2002 Not
10/30/2002 <1.0 <1.0
1/28/2003 <1.0 <1.0
4/3/2003 <1.0 <1.0.
7/10/2003 <1.0 <1.0
10/30/2003 <1.0 <1.0
1/13/2004 <1.0 <1.0
41512004 <1.0 <1.0
6/28/2004 Not
10/21/2004 <1.0 <1.0
1/27/2005 <1.0 <1.0
5/412005 <1.0 <1.0
8.125/2005 <1.0, <1.0 ·
3500
Remediation Performance Standard
Not Analyzed
I, I-Dichiaro-
ethene
-·(u,-;;11).
<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
Sampled
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
Sampled
<1.0
<l.O
<1.0·
<1.0
I
9.8
<1.0
Sampled
8.5
<1.0
<1.0
<1.0
Cis/trans-1,2-Methylene
Dlchloroethene chloride
(iia'Ll --(~)
<1.0 <2.0
<1.0 <2.0
<1.0 <2.0
<l.U <2.0
<LO <2.0
<1.0 <2.0
<1.0 <2.0
<1.0 <2.0
<1.0 <2.0
<1.0 <2.0
<1.0 <2.0
<1.0 <2.0
<1.0 <2.0
<1.0 <2.0
<!.O <2.0
System
<1.0 <2.0
<1.0 <2.0
<1.0 <2.0
<1.0 <1.0
<1.0 <2.0
<1.0 <20
System
<1.0 <2.0
<1.0 <2.0
<1.0 <2.0
<1.0 <2.0
<1.0 <2.0
<2.0 <5.0
<2.0 <5.0
System
1.0 <S:O
<2.0 <2.0
<1.0 <2.0
<1.0 <2.0
70
EFFLUENT Analytical Results
UPPER/LOWER MACON
/1.tacon Dockel')' Site
Richmond County, North Carolina
Tetrachloro-I, l, 1-Trichloro-Trichloro-
ethene ethane ethene -(uflll f -·cu,;11 )-((rll) -
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <I 0
<LO <l.O <LO
<1.0 <LO <1.0
<1.0 <1.0 <l.O
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<l.O <1.0 <l.O
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
Do•n ... ...
<!.O <1.0 <1.0
<1.0 <1.0 <1.0
<!.O <1.0 <1.0
<LO <1.0 <LO
<1.0 <1.0 <1.0
<!.O <1.0 <1.0
Down
<1.0 <1.0 <l.O
<1.0 <1.0 <l.0
<1.0 <1.0 <LO
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
1.9 <1.0 <1.0
1.6 <1.0 <1.0
Do•n
1.3 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 -<1.0
200 2.8
Toluene
(Ugfl..)
<1.0
<LO
<1.0
-<..LO
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<1.0
<LO
<1.0
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.D
<1.0
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0 -
1000
------ --
Suspended
Chromium Barium Manganese Zinc Cadmium I.,rul Solids
(uglLl -(unfl ) (u::.11 )-(Un/I) --ru"") --(uglL)--(mglL)-
<IO <50 <5.0 <20 <0.30 <3.0 <5.0
<IO <50 47 <20 <0.30 3.7 <5.0
<10 <50 <5.0 <20 <0.30 <3.0 <5.0
<iO <jQ <5.0 <20 <0.30 <3.0 <5.0
<10 <50 <5.0 <20 <0.30 <3.0 <5.0
<10 <50 <5.0 <20 <0.30 <3.0 <5.0
<10 <50 <5.0 <20 <0.30 <3.0 <5.0
<10 <50 <5.0 <20 <0.30 <3.0 <5.0
<IO <lO <5.0 <20 <0.30 <3.0 <5.0
<IO <50 <5.0 <20 <0.30 <3.0 <5.0
<10 <50 <5.0 <20 <0.30 <3.0 <5.0
<IO <50 20 <20 <0.30 <3.0 <5.0
<IO <50 <5.0 <20 <0.30 <3.0 <5.0
<IO <50 <5.0 27 <0.30 <3.0 <5.0
<IO <50 <5.0 <20 <0.30 <3.0 <5.0
Not Sampled System Do•n . ..
<IO <50 <5.0 <20 <0.30 <3.0 <5.0
<10 <50 <5.0 <20 <0.30 <3.0 <5.0
<10 <50 <5.0 <20 <0.30 <3.0 <5.0
<10 <50 <5.0 <20 <0.30 <3.0 <5.0
<IO <50 <5.0 <20 <0.30 <3.0 <5.0
<IO <50 <5.0 <20 <0.30 <3.0 <5.0
Not Sampled System Down
<IO 64 <5.0 <20 <0.30 <3.0 <5.0
<10 <50 30 <20 <0.30 7.5 7
<10 . <50 --·-· 11 <20 <0.30 <3.0 <5.0
<10 <50 30 <20 <0.30 <3.0 <5.0
<10 <50 18 <20 <0.30 <3.0 <5.0
<IO <50 29 24 <0.30 <3.0 20
<IO <50 <5.0 <20 <0.30 <3.0 <5.0
Not Sampled System Do•n
<10 <50 <5.0 <20 <0.30 <3.0 <5.0
<10 <50 <5.0 <20 <0.30 <3.0 <5.0
NA 30 NA <20 <0.30 <1.5 <5.0
<5.0, 34 • <5.0 • <20, <0.30, NA <5.0 ~
50 1000 50 lOOO 5 15
----
---1, l -Dichiaro-
Sample Date ethane
Location (ug/L)
VD Influent 2/13/1996 4.8
2/13/1996 7.7
2/14/1996 4.3
2/1411996 6.5
2/J.t/1996 4.4
21]411996 4.0
2/15/1996 4.5
2/15/1996 5.5
2/16/1996 7.5
2/17/1996 5.7
2/!7/1996 5.5
2/22/1996 54
2/22/1996 4.9
2/28/1996 6.4
2/28/1996 6.8
3/8/1996 5.2
4/3/1996 3.6
4/3/1996 3
5/3/1996 4
6/5/1996 2
7/1/1996 2
8/J/1996 6.1
11/711996 <10
l \/7/1996 NA
2/5/1997 <25
5/14/1997 <1.0
8/7/1997 <1.0
11/13/1997 <2
2/5/1998 <l.0
51711998 <5.0
7/9/1998 <5.0
8/7/1998 <5.0
11/4/1998 <5.0
2/11/1999 <5.0
5/12/1999 <5.0
8/5/1999 <5.0
l 1/3/1999 <5.0
5/9/2000 <5.0
8/3/2000 <5.0
1/18/2001 <5.0
7/11/2001 10
1/16.12002 <5.0
7/31/2002 <10
1/2812003
7/10/2003 <5.0
1/13/2004 5.8
6/2812004 66
1/27/2005 10
8/25/2005 I J
Remediation Performance St 3500
~
--------TABLE 5
Influent Analytical Results
Upper Dockery
Macon/Dockery Site
Richmond County, North Carolina
I, I • Dichloro _ Cis/transc 1,2:. Tetrachloro-l,l,l:Trichloro-Trichloro-. -. Total _ --
ethene Dichloroethene ethene ethane ethlene Toluene Xylenes Acetone
(U"IT) (ug/L) (uglL) (uolT) (u"IT) (u"/1) ("g/L) (u"ll)
150E \J I.] 54 8 J 3.1 <10
130 <1.0 <1.0 '3 <1.0 <1.0 <3.0 <10
89E 1.2 <1.0 55 '-' <1.0 <3.0 <10
100 <1.0 <1.0 34 5.3 <1.0 <3.0 <10
120E 14 I.] 50 7.9 <1.0 <3.0 <10
I 10 <1.0 <1.0 48 7 8 <1.0 <3.0 <10
130E 1.2 14 54 8.J <1.0 <3.0 <10
\40 2 <1.0 56 8.6 2.8 <3.0 <10
160 <1.0 <1.0 64 10 <1.0 <3.0 <10
\SOE 1.7 2.1 62 9.4 <l.O <3.0 <10
120 <1.0 <LO 42 6.4 <!.0 <3.0 <10
150E 1.4 <LO 52 5.7 <1.0 <3.0 <10
96 <1.0 <1.0 48 5.5 <1.0 <3.0 <10
200E 1.9 I 19 53 <!.O <3.0 <10
240 <1.0 <1.0 50 <1.0 <1.0 <3.0 <10
130 1.7 <1.0 55 3.8 <1.0 <3.0 <10
160E I.I 1.6 38 5.6 <l.0 <3.0 <10
92 <LO <1.0 25 3.9 <1.0 <3.0 <10
130 <1.0 <1.0 38 4.8 <1.0 <3.0 <10
110 <LO <1.0 5.2 <1.0 2.8 <3.0 <10
77 <LO <1.0 25 3.6 <1.0 <3.0 <10
220 <5.0 <5.0 52 5.7 <5.0 <15 <50
240 <10 <10 54 <10 <10 <30 2100
NA NA NA NA NA NA NA 1so•
100 ~<25 <25 31 <25 . <25 <75 <250
56 <1.0 <1.0 16 3.5 <1.0 <3.0 <10
39 <1.0 <1.0 13 2.2 <1.0 <3.0 <10
88 <2 <2 16 4.2 <2 <6 <20
74 <1.0 <1.0 18 7.3 <1.0 <3.0 <10
110 <5.0 <5.0 24 <5.0 <5.0 <15 110
69 <5.0 <5.0 J; <5.0 NS NS NS
120 <5.0 <5.0 20 64 <5.0 <5.0 <50
140 <5.0 <5.0 21 <5.0 <5.0 <15 <50
75 <5.0 <5.0 13 7.0 <5.0 <15 <50
110 <5.0 <5.0 20 9.4 <5.0 <15 <50
I 10 <5.0 <5.0 23 5.0 <5.0 <15 <50
ISO <5.0 <5.0 26 5.0 <5.0 <15 <SO
64 <5.0 <5.0 8.9 <5.0 <5.0 <15 <SO
62 <5.0 <5.0 10 <5.0 <5.0 <15 <50
76 <5.0 <5.0 12 <5.0 <5.0 <15 <50
68 <5.0 <5.0 14 9.9 <5.0 <15 <50
82 <5.0 <5.0 9.8 <5.0 <5.0 <15 <50
220 <10 <10 21 <JO <JO <JO <100
NOT SAMPLED SYSTEM DOWN
160 <5.0 <5.0 14 5.7 <S.0 <15 <50
98 <10 <5.0 5.5 24 <5.0 <10 <120
120 <10 <5.0 7.9 19 <5.0 <10 <120
73 7.3 <3.0 4.6 20 <2.0 <3.0 <10
46 9.7 <1.0 , 2.6 28 , <LO <3.0 <10 ,
7 70 I 200 2.8 l000 400 3500
-- -----
-----
Chromium Barium Manga-nes Zinc Lead sllspended soiid·s
(uofl) ("g/L) (u-... n) (U"/T) (uni!) (mg.IL)
20 92 64 33 3.1 51
<10 <50 <5.0 <20 <3.0 <5.0
12 53 14 <20 <3.0 52
<10 <50 <5.0 <20 <3.0 <5.0
II 54 14 <20 <3.0 <5.0
<10 <50 <5.0 <20 <3.0 <5.0
19 81 53 <20 <3.0 <5.0
<10 <50 <5.0 <20 <3.0 <5.0
II 57 II <20 <3.0 <5.0
<10 55 12 <20 <3.0 8
<10 <50 <5.0 <20 <3.0 <5,0
13 <50 13 <20 <3.0 <5.0
<10 <50 <5.0 <20 <3.0 <5.0
II <50 7.7 <20 <3.0 <5.0
<10 <50 <5.0 <20 <3.0 <5.0
<10 <50 <5.0 <20 <3.0 8
II 52 <5.0 <20 <3.0 <5.0
<10 <50 <5.0 <20 <3.0 <5.0
16 58 <5.0 <20 <3.0 <5.0
<10 <50 <5.0 <20 <3.0 <5.0
<\0 <50 <5.0 <20 <3.0 5
II <50 5.5 <20 <3.0 10
19 61 9.5 <20 <3.0 <5.0
NA NA NA NA NA NA
12 51 <5.0 <20 <3,0 <5.0
<10 58 5.3 <20 <3.0 <5.0
<10 <50 <5.0 <20 <3.0 <5.0
14.7 55.6 10.3 <20 <3.0 <5.0
42 65 78 <20 <3.0 36
16 50 58 <20 <3.0 <5.0
NS NS NS NS NS NS
13 50 <5.0 <20 <3.0 <5.0
23 93 61 <20 <3.0 96
II 62 <5.0 <20 <3.0 8.0
13 59 7.2 <20 <3.0 38
14 66 <5.0 <20 8.9 <5.0
13 60 <5.0 <20 <3.0 <5.0
14 65 <5.0 <20 <3.0 <5.0
<10 77 <5.0 <20 <3.0 <5.0
<10 110 32 <20 <3.0 <5.0
JI 110 74 <20 3.3 280
<10 93 6.5 <20 <3.0 <5.0
<10 54 <5.0 <20 <3.0 5
NOT SAMPLED SYSTEM DOWN
<10 91 6.1 <20 <3.0 <5.0
<10 52 <5.0 <20 <3.0 9
10 54 <5.0 <20 <3.0 <5.0
<10 68 <5.0 <20 <3.0 <5.0
II• 70 , <5.0, <20· NA <5.0 -
so l000 so 5000 15
-----
0
Sarnpk Date C!>Jcrnfonn
Location (ug/L)
LO Influent 2/13/1996 LI
2/1-111996 1.3
2/14/1996 <1.0
2/1411996 1.6
2/14/1996 <l.0
2/15/1996 1.2
2/16/1996 3.3
2/22/1996 2.5
2/28/1996 (.2
2/28/1996 <1.0
3/8/1996 2
4/3/1996 <1.0
5/3/1996 <1.0
61511996 <1.0
811/1996 <2.0
l 117/1996 <2.0
3/12/1997 <5.0
5/14/1997 <1.0
8/7/1997 <1.0
\ l/lJ/1997 <1.0
2/5/1998 <l.O
51711998 <1.0
817/1998 <1.0
I 1/4/1998 <l.O
•211 \/99 <1.0
5/12/1999 <1.0
8/5/1999 <1.0
11/2/1999 <1.0
5/9/2000 <1.0
8/3/2000 <1.0
1/18/2001 ..
711112001 ..
9/21/2001 <1.0
1/16/2002
7/3 ]/2002
l/28/2003
3/14/2003 <1.0
7/10/2003 <1.0
<1.0 -;,,I/13/2004
RemediatJ
8/25/2005
n Performance St.a I
NA -Not Analyzed
ug/L -micrograms per liter
□UP -Duplicate
1,1 -Dichloro-
ethane
(uglL)
80
!!OE
80
94E
64
82
95
5.8
93E
92
(10
79
;J
67
83
69
66
62
47
33 .
34
32
39
34
22
29
22
14
20
23
System
System
I <1.0 I
System
System
System
18
8.9
6.5
System
3500
--
I, I -Dichloro-Cis'trans-1,2-
ethene Dichloro-ethene
(u•II) (U"/l)
33 <1.0
43 <1.0
13 <LO
39 1.8
16 2.2
32 17
35 2.6
100 <1.0
33 <1.0
35 <I 0
47 <1.0
36 <1.0
30 17
32 I.I
27 <4.0
28 <2.0
21 <5.0
25 <1.0
15 <1.0
13 <1.0
7.4 <LO
8.2 <1.0
i.6 <1.0
7.3 <1.0
,.6 <1.0
5.0 <1.0
3.6 <1.0
2.6 <1.0
2.9 <1.0
2.5 <1.0
Oovm Not
00\.\11 Not
<1.0 I <1.0
O0\.\TI Not
O0\',11 Not
00\.\11 Nol
4.5 <LO
<1.0 <1.0
<1.0 <2.0
Suspended Not
7 70
----
TABLE 6
Influent Analytical Results
Lower Dockery
Macon/Dockery Site -
Richmond County, North Carolina
Methylene I, I, 1-T richloro-Trichloro-
-
chloride etha.'1.e eth!ene Benzene Toluene
(ug/L) (ug/L) (ug/L) (,glL) (ug/L)
<2.0 40 6.4 <2.0 17
<2.0 37 8.6 <2.0 8.3
<2.0 15 <5.0 <2.0 <2.0
1.7 39 9 <2.0 8.3
2.5 18 6.6 <2.0 6.5
<2.0 29 8.4 <2.0 5.3
<2.0 JI 8.7 <2.0 4.3
<2.0 54 5.2 18 13
<2.0 JO 7.4 <2.0 l.J
<2.0 JO 6.4 <2.0 <2.0
<2.0 34 6.i <2.0 <2.0
<2.0 28 6.6 <2.0 <2.0
<2.0 40 5.4 <2.0 <2.0
2 42 5.2 <2.0 2.5
<2.0 54 5.9 <2.0 <2.0
<-tO 38 5 8 <2.0 <2.0
<IO 23 <5.0 <5.0 <5.0
<2.0 23 6 2 <1.0 <1.0
<2.0 18 4.1 <1.0 <1.0
<2.0 12 3.5 <1.0 <1.0
<2.0 14 2.5 <1.0 <1.0
<2.0 13 3.6 <LO <1.0
<2.0 13 2.6 <l.O <1.0
<2.0 9.4 1.9 <l.O <1.0
<2.0 68 1.8 <1.0 <1.0
<2.0 II 2.0 <1.0 <1.0
<2.0 10 u <LO <1.0
<2.0 4.4 1.0 <l.0 <1.0
<2_0 7.4 <LO <1.0 <1.0
<2.0 12 <1.0 <1.0 <1.0
Sampled .. ... System
Sampled .. ... System
I <2.0 I <1.0 <1.0 <1.0 I <1.0
Sampled System
Sampled System
Sampled System
<2.0 5.1 I.I <1.0 <l.O
<1.0 I <1.0 <l.O <1.0
<5.0 <1.0 <1.0 <1.0 <1.0
Sampled System
5 200 2.8 I 1000
-- -----
Total Suspended
Xylem~s Chromium Bariwn M:mga-m~se Zi.'1.c Cadmi= Solids
(ug/L) (ug/L) (,glL) (uon) (,glL) (un/l) (moll)
<3.0 <10 <50 260 270 <0.30 <5.0
<3.0 <10 <50 250 120 <0.30 <5.0
<3.0 <10 <50 <5.0 <20 <0.30 <5.0
<3.0 <IO <50 240 110 <0.30 <5.0
<3.0 <10 <50 <5.0 <20 <0.30 <5.0
<3.0 <10 <50 200 84 <0.30 <5.0
<3.0 <10 <50 190 81 <0.30 <5.0
3.4 14 <50 2-10 240 <0.30 <5.0
<3.0 <IO <50 120 77 <0.30 8
<3.0 <IO <50 <5.0 <20 <0.30 <5.0
<3.0 <IO <50 95 JO <0.30 <5.0
<3.0 <IO <50 160 39 <0.30 <5.0
<3.0 <10 16 63 200 0.91 <5.0
<3.0 <10 <50 230 46 <0.30 <5.0
<6.0 <10 <50 110 <20 <0.30 5
<6.0 <IO <50 230 <20 <0.30 <5.0
<15 <IO <50 76 <20 <0.30 <5.0
<J.O <IO <50 150 <20 <0.30 <5.0
<3.0 <IO <50 !JO <20 <0.30 <5.0
<3.0 <IO <50 200 <20 <I -_-::rn ___ -
<3.0 <10 <50 340 <20 <0.30 71
<J.O <10 <50 240 <20 <0.30 <5.0
<3.0 <10 <50 210 <20 <0.30 <5.0
<3.0 <IO <50 270 <20 <0.30 37
<3.0 <IO <50 260 <20 <O.JO <5.0
<3.0 <10 <50 190 <20 160 <5.0
<J.O <10 <50 61 <20 <0.30 <5.0
<3.0 <10 <50 140 <20 <0.30 <5.0
<3.0 <10 <50 70 <20 <0.30 <5.0
<3.0 <10 <50 180 <20 <0.30 <5.0
Do•n Not Sampled ...
O0\\TI Nol Sampled ...
I <J.O I <10 I <50 I <5 I <20 <0.30 <5.0
Do= Nol Sampled ...
O0\',T\ Not Sampled
Do\.\n Not Sampled
<2.0 <10 <50 200 <20 <0.30 <5.0
<3.0 <(0 <50 170 <20 <0.30 <5.0
<2.0 <10 <50 76 <20 <O.JO 13
Suspended Not Sampled
400 50 1000 50 5000 5
--- ---
Sample Date Chloroform
Location (u"IT)
UMSA Influent 2/13/1996 <1.0
2/14/1996 I. I
2/14/1996 <1.0
2/15/1996 <1.0
2/16/1996 <LO
2/17/1996 <1.0
2/22/1996 I.I
2/28/1996 <l.O
3/8/1996 <1.0
4/3/1996 <1.0
5/3/1996 <1.0
6/5/1996 <1.0
7/1/1996 <1.0
7130/1996 <1.0
11/7/1996 <1.0
2/4/1997 <1.0
(DUP) 2/4/1997 <1.0
5/12/1997 <1.0
(DUPJ 5/12/1997 <1.0
817/1997 <1.0
I !/13/1997 <2.0
2/5/1998 --<2.0
5/7/1998 <2.0
817/1998 <JO
I J/4/1998 <10
2111/1999 <10
5/13/1999 <25
8/5/1999 <25
11/2/1999 <25
2/16/2000 <2.0
5/8/2000 <JO
8/2/2000 <10
1/18/2001 <JO
7/1112001 <25
1/15/2002 <25
7/30/2002 <25
1/28/2003
3/14/2003 <25
7/10/2003 <2.0
1/13/2004 <10
6/28/2004 <10
1/27/2005 <1.0
8/25/2005. <1.0-
RemeJ1a110n Performance Standard
NA -Not Analyzed
ug/l -micrograms per liter
DUP -Duplicate
~
I, 1-Dichloro-I, 1-Dichloro-Cis/trans-1.2-
ethane ethene Dich!oro-ethene
(ug/L) (u"ll) (ucrfl)
15 14 19
14 II JO
11 14 11
12 14 II
7.5 21 17
9.7 18 16
JO 17 16
9.8 16 13
7.6 JO JO
5.5 16 8.5
4.8 12 6.9
8.7 22 6
3.8 11 6.9
7.9 15 JO
7.2 9.2 7.5
3.0 27 i.8
2.4 25 6.2
3.8 26 16
4.6 2 I 16
11.0 55 23
4.8 72 12
12.0 110 21 .
11.0 67 15
<10 120 <10
<JO 180 <JO
16 370 12
<25 380 <25
<25 490 <25
<25 480 <25
59 32 37
18 110 26
<10 400 <10
<10 75 JO
44 330 57
<25 570 60
<25 420 52
NOT SAMPLED SYSTEM
<25 530 73
14 49 4.7
<10 160 28
<JO 180 22
9.9 96 20
JO. 55 , 16
3500 70
Tetrachloro-
ethene
(,g/L)
16
7.3
J;
18
14
11
15
12
7.7
7.4
5 .7
<1.0
48
6.4
2.3
2.3
1.8
8.9
8.2
12
8.7
11
13
<20
<JO
JO
<25
<25
26
<2.0
<10
49
<10
28
27
<25
DOWN
40
<2.0
16
13
20
12
..
TABLE 7
Influent Analytical Results
Upper Macon Source Area
_ _ Macon/Dockery Site _
Richmond County, North Carollna
I, 1,1-Trichloro-Trichloro-Vinyl
ethane ethlene chloride
(,g/L) (u!!/1 ) (ug/L)
5.9 25 <1.0
i.2 JO <1.0
6.1 I 7 <1.0
5.9 16 <1.0
9.7 25 <1.0
7 24 <1.0
7.6 25 <1.0
5 8 21 <1.0
4.1 16 <1.0
5.4 18 <1.0
<1.0 12 <1.0
6 13 I.I
.u 12 <1.0
4.2 13 4.5
3.4 JO 2
8.8 15 <1.0
7.9 14 <1.0
5 22 <1.0
3.7 18 <1.0
6.9 17 <1.0
12 13 <2.0
24 17 6.6
16 11 6.6
22 <JO <10
23 <JO <10
57 14 <10
61 <25 <25
78 <25 <25
69 <25 <25
<2.0 2.5 54
<10 <10 <10
54 <10 <10
<10 JO <10
42 26 <25
25 <25 <25
<25 <25 <25
<25 <25 <25
<2.0 3.2 <2.0
<10 <JO <10
<10 <10 <10
4.8 8.5 I.]
3.1 . 9.3. <1.0;
200 2.8
liilliil ;;a -
Manga-Suspended
Benzene Toluene Chromium Barium nese Zinc Cadmium Lead Mercwy Solids
(unll) (,g/L) (u"") (u-n) (U"/l) (Un/I ) (U"/1) (,g/L) (ug/L) (m-")
<1.0 1.9 <JO 140 300 55 <0.30 3.5 <.2 21
L5 <1.0 <10 110 ]80 <20 <0.30 <3.0 <.2 <5.0
I <1.0 <JO 110 160 20 <0.30 <3.0 <.2 <5.0
L3 1 <10 JOO 140 <20 <0.30 <3.0 <.2 <5.0
<1.0 <1.0 <10 120 160 <20 <0.30 <3.0 0.22 <5.0
<l.O <1.0 <JO I JO 110 <20 <0.30 <3.0 <.2 <5.0
<1.0 <1.0 <10 120 65 <20 <0.30 <3.0 <.2 <5.0
<1.0 <1.0 <10 130 52 <20 <0.30 <3.0 <.2 7
<1.0 <1.0 <10 130 41 <20 <0.30 <3.0 <.2 <5.0
<1.0 <1.0 <JO I JO 27 <20 <0.30 8.2 <.2 <5.0
<1.0 <1.0 <JO 97 21 <20 <0.30 <3.0 <.2 <5.0
<1.0 3.6 <10 130 19 <20 <0.30 <3.0 <2 5
<1.0 <1.0 II 110 13 <20 <0.30 <3.0 NA 5
<1.0 <1.0 <10 130 13 <20 <0.30 <3.0 NA 6
<1.0 1 <10 140 9.8 <20 <0.30 <3.0 NA JO
<1.0 <1.0 <JO 150 24 <20 <0.30 <3.0 NA 36
<1.0 <1.0 <10 140 I 7 <20 <0.30 <3.0 NA <5.0
<1.0 <1.0 <JO 120 68 <20 <0.30 <3.0 NA <5.0
<1.0 <1.0 <10 150 55 <20 <0.30 <3.0 NA 5
<1.0 <1.0 34 210 93 <20 <0.30 7.4 NA NS
<2.0 <2.0 <10 139 <5.0 <20 <] <3.0 NA <5.0
<2.0 <2.0 <10 190 16 <20 <0.30 <3.0 NA . _<5.0
<2.0 <2.0 <10 190 50 <20 <0.30 <3.0 NA <5.0
<10 <10 <JO 180 34 <20 <0.30 <3.0 NA <5.0
<10 <JO <10 180 22 <20 <0.30 <3.0 NA 5
<JO <JO <JO 200 25 <20 <0.30 <3.0 NA <5.0
<25 <25 <10 160 14 <20 32 <3.0 NA <5.0
<25 <25 <JO 140 12 <20 <0.30 5.9 NA <5.0
<25 <25 <10 180 13 <20 <0.30 <3.0 NA <5.0
<2.0 <2.0 <10 290 53 <20 <0.30 <3.0 NA <5,0
<10 <JO <10 350 76 <20 <0.30 <3.0 NA <5.0
<10 <10 <JO 170 13 <20 <0.30 <3.0 NA <5.0
<10 <JO <10 98 <5.0 <20 <0.30 <3.0 NA <5.0
<25 <25 <10 360 <5.0 <20 <0.30 <3.0 NA <5.0
<25 <25 <10 340 5.2 <20 <0.30 <3.0 NA <5.0
<25 <25 <10 340 <5.0 <20 <0.30 <3.0 NA <5.0
NOT ~AMPLED SYSTEM DOWN
<25 <25 <10 340 <5.0 <20 <0.30 <3.0 <0.20 <5.0
<2.0 <2.0 <JO 370 93 96 <0.30 <3.0 NA <5.0
<10 <JO <10 160 <5.0 <20 <0.30 <3.0 NA 7
<10 <10 <10 180 <5.0 <20 <0.30 <3.0 NA <5.0
<1.0 <1.0 <10 200 JO <20 <0.30 <3.0 NA <5.0
<1.0 ~ <1.0, <5.0 130 , <5.0 , <20' <0.30, NA NA 6.0 ,
1000 50 1000 50 5000 15 I.I
--- -
Sample Date Chloro-fonn
Location (u!!ll)
LM [nfluent 2/22/1996 14
2/23/1996 13
2/24/1996 8.9
2/25/1996 8.2
2/2811996 3
3/8/1996 <1.0
3/16/1996 <1.0
4/3/!996 <1.0
5/3/1996 <1.0
6/5/1996 <1.0
7/30/1996 <1.0
11/7/1996 <1,0
2/4/1997 L6
(DUP) 2/4/1997 1.5
5/12/1997 <1.0
8/7/1997 <1.0
11/13/1997 <1.0
2/5/1998 -<1.0-
517/1998 <1.0
817/1998 <1.0
I 1/411998 <1.0
2/11/1999 <1.0
5/13/1999 <1.0
8/5/1999 <1.0
11/3/1999 <1.0
2/16/2000 <1.0
5/8/2000 <1.0
8/2/2000 <1.0
1/1812001 ...
7/11/2001 <1.0
1/15/2002 <1.0
7/3tn002
1/28/2003 <1.0
i/l0/2003
1/13/2004 <1.0
6/28/2004
1/27/2005 <1.0
8/25/2005 <1.0
Remediauon Performance St
NA -Not Analyzed
ug/L -micrograms per liter
DUP • Duplicate
I , I -Dichloro-
ethane
(ul!!l)
26
29
JO
JI
32
9.5
8.1
i.3
8.6
12
17
II
9.8
9.0
53
13.0
9.5
13.0
12.0
16.0
13.0
13.0
10.0
7.8
2.0
<1.0
L9
11.0
Not
6.1
4.5
Not
<1.0
Not
1.7
Not
<1.0
1.2
3500
--
1,1 -Dichlor Cis/t:rans-1,2-
ethene Dichloroethene
(unll) ("gll.)
9.1 4.4
II 4.9
13 4.9
13 5
15 5 6
L6 2.4
1.8 2.4
2.6 2 J
2.7 2.9
4.7 3.4
6.6 <1.0
33 2.2
2.1 2.4
L8 2.1
2.4 6.4
<1.0 1.2
18 <10
1.9 1.2
2.5 L6
LI I
LJ <1.0
2.2 LJ
1.4 <1.0
LO <1.0
<1.0 LI
<1.0 1.4
<1.0 <1.0
2.7 1.2
Sampled
2.8 LO
1.7 <1.0
Sampled
<1.0 <1.0
Sampled
\J <2.0
Sampled
33 <2.0
12 · 1.4
70
-
Methylene
chloride
{"gll.)
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0 -
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
System
<2.0
<2.0
System
<2.0
System
<5.0
System
<2.0
<2.0 '
----
TABLE 8
·Influent Analytical-Results
Upper/Lower Macon System
Macon Dickery Site
Richmond County, North Carolina
Tetrachloro-I, I, J. Trichloro-Trichloro-
ethene ethane ethene
{"gll.) (u"n) {"gll.)
2 14 33
2.1 15 3.6
2.7 17 4.5
2.6 17 4.4
2.4 17 4
<1.0 2 5 I.I
<1.0 3.4 1.4
I 4 4.7
<1.0 4.2 4.6
<1.0 5.3 4.9
<1.0 6.7 4.1
<1.0 5.2 4.5
<1.0 4.4 3.7
<1.0 3.8 3.1
2 <1.0 83
<1.0 4.4 33
<1.0 3.3 1.9
<1.0 4.1 3.4
<1.0 4.1 3.7
<1.0 4.4 3.5
<1.0 4.1 3.0
<1.0 3.7 3.6
<1.0 4.1 3.7
<1.0 3.4 2.4
<1.0 <1.0 I
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 4.7 5.1
Dowa ... ...
<1.0 2.8 3.4
<1.0 1.2 1.4
Dmm
<1.0 <1.0 <LO
Do\\tl
<1.0 <1.0 18
0o•TI
<1.0 <1.0 <1.0
3.1 , <1.0 <1.0,
200 2.8
Toluene
(unr )
15
18
17
15
4.2
<1.0
<1.0
<1.0
<1.0
4.6
<1.0
<1.0
<1.0
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<1.0
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0,
1000
- --- -.. -
Manga-Suspended
Chrnmiwn Barium nese Zinc Cadmium L<ad Solids
("gll.) (u-" ) {"gll.) ("gll.) (u-") fu-" ) (m·")
<10 77 130 120 <0.30 5.5 <5.0
<JO 81 140 130 <0.30 5 <5.0
<10 86 160 160 <0.30 4.4 <5.0
<\O 86 160 160 <0.30 3.2 <5.0
<10 100 150 240 <0.30 3.3 <5.0
<10 <50 72 52 <0.30 <3.0 7
<10 <50 53 57 <0.30 <3.0 <5.0
<10 <50 72 44 <0.30 <3.0 7
<10 24 31 27 <0.30 <3.0 <5.0
<JO <50 21 24 <0.30 <3.0 5
<10 <50 20 <20 <0.30 <3.0 6
<\O <50 6.4 <20 <OJO <3.0 <5.0
<JO 34 19 <20 <0.30 <3.0 <5.0
<10 34 16 <20 <0.30 <3.0 <5.0
<\O <50 <5.0 <20 <0.30 <3.0 <5.0
<JO <50 <5.0 <20 <0.30 <3.0 NA
<1.0 <50 55.1 <20 <0.30 <3.0 <5.0
-·<10 <50 II <20 <0.30 -<3.0 <5.0.---
<10 <50 <5.0 <20 <0.30 <3.0 <5.0
<10 <50 17 <20 <0.30 <3.0 <5.0
<10 58 99 <20 <0.30 5.0 40
<10 <50 8.8 <20 <0.30 <3.0 9.0
<10 <50 70 <20 25 <3.0 <5.0
<10 <50 <5.0 <20 <0.30 6.4 <5.0
<10 <50 6.1 <20 <0.30 <3.0 <5.0
<10 <50 6.0 39 <0.30 <3.0 <5.0
<10 <50 6.4 <20 <0.30 <3.0 <5.0
<JO <50 <5.0 <20 <0.30 <3.0 <5.0
Not Sampled System Do= ...
<JO <50 7.3 <20 <0.30 <3.0 12
<JO <50 8.6 <20 <0.30 <3.0 <5.0
Not Sampled System Dov.TI
<10 <50 8.2 <20 <0.30 <3.0 20
Not Sampled System Dov.n
<10 <50 <5.0 <20 <0.30 <3.0 II
Not Sampled System 0o•TI
<10 <50 <5.0 <20 <0.3 <3.0 <5.0
<5.0 25. <5.0 · <20 <OJO. NA <5.0
50 1000 50 5000 15
iiiil iiliii --
1,1 -Dichiaro-I, 1 -Dichiaro
Sample Date Chloro-fonn
Location (ug!L)
UM Influent 2/22/1996 6
2/23/1996 J
2/24/1996 1.4
2/25/1996 1.2
2/28/1996 3.5
3/8/1996 <1.0
3/16/1996 <1.0
4/3/1996 <1.0
6/5/1996 <1 0
i/1/1996 <1.0
7/30/1996 <1.0
l l!i/1996 <1.0
2/4/1997 <1.0
5/12/1997 <1.0
8/711997 <1.0
11/13/1997 <1.0
2/5/1998 <!.O
5/i/1998. <:LO
81711998 <1.0
11/4/1998 <1.0
2/11/1999 <1.0
5/13/1999 <1.0
8/5/1999 <1.0
11/3/1999 <1.0
2/16/2000 <1.0
5/8/2000 <1.0
8/2/2000 <1.0
1/18/2001 ...
7/11/2001 <5.0
1/15/2002 <2.0
7/31/2002
1/28/2003 <1.0
7/l0/2003 <1.0
1/13/2004 <5.0
6/28/2004
1/27/2005 <1.0
8/25/2005 <1.0
Remediation Perfonnance St: 1
NA -Not Analyzed
ug/L. micrograms per liter
DUP -Duplicate
ethane ethene
(ug!L) (ug!L)
4.1 1.6
4.5 1.6
4.6 1.8
<LO 2.2
5.8 14
4.7 1
55 1.8
44 1.6
4.9 1.8
3.8 1.1
4.1 2.1
5.3 1.9
5.5 16
11 2.5
5.8 1.8
5.3 1.1
6.9 1.6
5 18
3.6 1.6
2.9 14
4.3 2
44 3.4
4.1 JJ
4.2 5.6
J 3.1
3.9 JO
4.5 16
Not Sampled
9.7 37
2.6 32
Not Sampled
<1.0 19
<1.0 <1.0
<5.0 49
Not Sampled
5.0 75
43 51
3500 7
-
Cis/trans-1,2-
Dichloroethene
(u!Vl)
5.8
6.4
6.4
6.6
8.6
8.6
9.2
6.6
7.7
6.1
8.6
6.6
7
1.8
;
3.9
6.7
5.6
64
3.7
5. 1
8.1
6.5
6.1
4.0
63
8.7
7.6
7.4
1.2
<1.0
<JO
6.8
5. 1
70
-
Methylene
chloride
(ug!L)
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
-<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
System
<JO
<4.0
System
<2.0
<1.0
<25
System
<2.0
<2.0 ·
5
----
TABLE 8
-lriflUin·t-Arl31ytic8IReSu1ts
Upper/Lower Macon System
Macon Dickery Site
Richmond County, North Carolina
Tetrachloro-1,1,1-Trichloro-Trichloro-
ethene ethane ethene
(ug!L) (uon) (ug!L)
4.8 <1.0 12
4.8 <1.0 12
6 <!.O 14
6.9 <1.0 15
5 <LO 14
3.8 <LO 12
4.6 <1.0 12
4 <1.0 JO
<1.0 <l.O 9.8
33 <l.O 7.6
3.3 <1.0 9.8
2.3 <1.0 8.3
2.5 <1.0 8.2
<1.0 4.5 4.1
2 1 <1.0 8.1
1.6 <1.0 3.9
1.1 <1.0 5.9
2.5 <1.0 5.8
L2 <1.0 6.2
<1.0 <1.0 3.6
1 <1.0 44
1.6 <1.0 5.3
1.3 <1.0 4.2
1.5 I 4.2
1.2 <1.0 2.8
2.3 1.6 3.2
4.2 2.6 5.6
Do•n ... ...
7.3 8.6 6.7
6.5 4 3.9
Do=
2.8 1.8 <1.0
<1.0 <1.0 <1.0
94 <5.0 <5.0
Do=
14 4.5 4.4
9.6 , 3.6 , 3.4 .
1 200 2.8
Toluene
(u<>fl)
15
12
9.7
9.2
2.9
<1.0
<1.0
<1.0
3.2
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1,0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<5.0
<2.0
<1.0
<1.0
<5.0
<1.0
<LO·
1000
--- ---
Manga-Suspended
Chromium Barium nese Zinc Cadmium Lead Solids
(ug/L) (ug/L) (ug/L) (ui!ll) (mul) (ug!L) (m11n)
<JO <50 36 120 <0.30 4.8 <5.0
<JO <50 J 1 110 <0.30 4.5 <5.0
<JO <50 JO 110 <0.30 3.6 <5.0
<JO <50 28 110 <0.30 3.4 <5.0
<JO <50 18 40 <0.30 <3.0 <5.0
<JO <50 13 50 <0.30 <3.0 <5.0
<10 <50 20 50 <0.30 <3.0 <5.0
<JO <50 9.3 26 <0.30 J JO
<JO <50 <5.0 22 <0.30 <3.0 13
<JO <50 <5.0 <20 <0.30 <3.0 <5.0
<JO <50 <5.0 <20 <0.30 <3.0 <5.0
<10 <50 <5.0 <20 <0.30 <3.0 <5.0
<JO 36 <5.0 <20 <0.30 <3.0 <5.0
<JO <50 12 <20 <0.30 <3.0 <5.0
<JO <50 7.2 <20 <0.30 <3.0 NA
<JO <50 28.7 <20 <0.30 <3.0 <5.0
<10 <50 84 <20 <0.30 <3.0 5
<JO <50 16 <20 <0.30 <l.O <5.0
<JO <50 13 <20 <0.30 <3.0 <5.0
<JO <50 52 <20 <0.30 <3.0 <5.0
<10 <50 14 <20 <0.30 <3.0 <5.0
<JO <50 11 <20 49 <3.0 <5.0
<JO <50 <5.0 <20 <0.30 i.2 <5.0
<JO <50 <5.0 <20 <0.30 <3.0 <5.0
<JO <50 <5.0 <20 <0.30 <3.0 <5.0
<JO <50 <5.0 <20 <0.30 <3.0 <5.0
<JO <50 <5.0 <20 <0.30 <3.0 <5.0
Not Sampled System Do•n ...
<JO <50 15 <20 <0.30 <3.0
<JO <50 13 <20 <0.30 <3.0 <5.0
Not Sampled System Dov.-11
<JO <50 19 <20 <0.30 <3.0 58
<JO <50 <5.0 22 <0.30 <3.0 <5.0
<JO 52 <5.0 <20 <0.30 <3.0 JO
Not Sampled System Dov.-11
<JO <50 <5.0 <20 <0.30 <3.0 <5.0
<5.0, 34 • <5.0 , <20, <0.30 , NA <5.0 •
50 1000 50 5000 5 15
iiiii
Upper Dockery
\1W 15
(DUP '.!)
(DUP)
(DUP2)
(DUPLICATE I
(DUP I)
(DUP I)
{DUP l)
(DUP 1)
(DUP) l
(DUP l)
(DUP I)
(DUP I)
(DUP I)
2113/1996
512/1996
7/31/1996
71311! 996
1117/1996
I !l7ll996
215/!997
5/12/1997
5/)2/1997
8/5/!997
11/12/1997
\ 1112/1997
2/5/1998
215/1998
5/6/1998
5/6/1998
81611998
ll/3/1998
2/\ l/1999
5/12/1999
8/5/1999
l l/2/1999
. Z/17/2000
519/2000
8/312000
1/1812001
1/1812001
7/l l/2001
7/l l/2001
1116/2002
1/1612002
7/31/2002
7/31('.!002
1/28/2003
!/28'2003
7/l0/2003
J/13/2004
]/IJ/2004
6/2812004
6128/2004
1128/2005
<25
<25
<25
<25
<25
<50
<25
<100
<100
<10
<5
<10
<25
<10
<50
<50
<100
<50
<25
<25
<25
<10
<10
<10
<50
<5.0
<50
<5.,0
<5.0
<5.0
<5.0
<5.0
<SO
<l.O
<!.0
<5 0
<25
<20
<20
<20
<10
-
22
]5
<25
<25
29
<50
62
<100
<100
17
11
<10
<25
<10
66
96
<100
<50
<25
<25
<25
<10
<JO
<10
5.1
58
6.5
11 0
9.9
<50
<S.O
5.1
<5.0
14
1.6
SL0
<25
<20
<20
<20
]9
280
630
610
450
1000
1600
1200
480
'" JJO
220
" 200
310
JJOO
1800
2100
1300
610
750
390
320
90
220
JJO
j,O
JJO
160
130
82
160
l00
97
13
16
"' 430
310
280
liO
93
-
<ZS
<25
<25
<25
<25
<'.50
<25
<100
<100
<10
<50
<10
<25
<10
<50
<50
<100
<50
<25
<25
<25
<JO
"<10
<IO
<50
<5.0
<5.0
<5.0
<5 0
<5.0
<5.0
<5.0
<50
<1.0
<l 0
<5,0
<50
<40
<>O
<.>O
<10
Remediation PerfomwJCe tandar 3500 70
NA K :-;"ot Analy:zed DL s Dillltion DL'P-duphC11l<
<50
<50
<50
<50
<50
<100
,50
<200
<200
<20
<10
<20
<50
<20
<100
<100
<200
<JOO
<120
<50
<50
<20
<20
<20
<10
<10
<10
<JO
<JO
<10
<10
<JO
<10
<2.0
<2.0
18
<120
<100
<100
<JOO
<2.0
<25
JO
<25
<25
<25
<SO
<25
<100
<100
<20
<5 0
<10
<25
<10
<50
<SO
<JOO
<50
<25
<25
<25
<10
<10
<10
<50
<5.0
<50
<5.0
<5,0
<50
<50
<5.0
<5.0
<1.0
<1.0
<5.0
<25
<20
<20
<20
<1.0
-
120
170
2!0
160
290
400
380
160
160
100
50
lJ
58
10
4'0
710
730
280
100
150
110
76
22
45
26
27
26
30
29
10
19
14
" 14
19
87
61
4'
)7
23
9.0
200
---Table 9 -
<25
<25
<25
<25
<25
<50
<25
<JOO
<100
<20
<5.0
<JO
<25
<JO
<~O
<50
<100
<50
<25
<25
<25
<10
<JO
<10
<5.0
<50
<5.0
<50
<5.0
<50
<5.0
<5.0
<5.0
<l 0
<1.0
<5.0
<25
<20
<20
<20
LO
2.8
Groundwater Quality Summary
Macon/Dockery Site
Richmond County, North Carolina
Page1 of12
<25
<25
<25
<25
<25
<50
<25
<100
<JOO
<IO
<50
<10
<25
<10
<50
<50
<100
<50
<25
<25
<25
<10
<10
<JO
<50
<5.0
<5 0
<5.0
<5.0
<50
<SO
<5.0
<5.0
<LO
<1.0
<5.0
<25
<20
<20
<20
<l.O
<25
<25
<25
<25
<25
<50
<25
<100
<100
<10
<5.0
<10
<25
<10
<50
<50
<100
<50
<25
<ZS
<25
-;:10 ~
<10
<IO
<5 0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<1.0
<1.0
6.Z
<25
<20
<20
<20
<J 0
26
<25
JS
JJ
<25
<50
<25
<!00
<!00
<JO
<5.0
<JO
420
45
260
380
<100
<50
<25
<25
<25
JJ
<10
<10
<S.0
<5.0
<5.0
<5 0
<S.O
<5,0
<5,0
<5 0
<5.0
<1,0
<l 0
<5,0
<25
<20
<20
<20
<l.O
1000
<75
<75
<75
<75
<75
<150
<75
<JOO
<JOO
<JO
<15
<JO
<75
<JO
<150
<150
<JOO
<150
<75
<75
<75
<JO
<JO
<JO
<JS
<15
<15
<15
<15
<15
<15
<15
<15
<3.0
<J.O
<15
<50
<40
<40
<40
<J.0
400
<250
<250
<250
<250
<250
<500
260
<1000
<1000
<l00
<50
<JOO
3400
<100
1500
2300
<1000
<500
<250
<250
<250
<100
<100
<IO
<50
<50
<50
<50
<50
<50
<50
<50
<50
<10
<10
<50
620
500
<500
<500
<JO
3500
<IO
<IO
ll
<IO
<10
<IO
21
<10
13
18
70
46 8
<IO
<10
11
<10
35
75
71
87
150
65
18
66
52
71
74
52
90
36
51
82
75
20
22
<IO
25
18
j)O
170
JOO
50
150
160
140
1"'1
140
140
160
120
110
130
126
128
1'0
llO
150
140
150
150
220
200
250
210
1"'1
180
180
170
160
180
220
170
190
240
230
120
120
130
110
110
190
220
250
1000
<50
<50
<5.0
<5.0
<5.0
<5.0
<50
<5.0
<5,0
<5.0
<5,0
<5.0
<5.0
<50
<5,0
<5.0
<5,0
<5.0
<5,0
<5 0
<5.0
<5,0
<5,0
<5.0
<5,0
<5.0
<5,0
<5,0
<5,0
<5.0
<5,0
<5.0
<5.0
<5,0
<50
<1,0
<l.O
<LO
2.4
J 6
NA
190
360
180
180
200
170
270
230
170
120
234
255
100
120
490
400
320
170
JOO
210
310
220
91
260
220
190
190
210
JOO
120
190
260
240
60
66
330
59
57
230
JOO
280
50
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
41
<40
<40
<40
<40
<.>O
<40
<40
<40
<40
<40
<40
<.>O
<40
<40
<40
<40
<40
<40
<40
NA
100
<50
<50
<50
<50
<5,0
<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
52
NA
50
39
24
35
31
<20
<20
200
92
89
67
63.7
50
28
22
60
59
37
48
63
56
84
59
<20
50
42
64
75
47
62
55
50
64
59
23
JO
20
24
25
67
89
90
5000
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
24
6.l
6
J.6
7.5
2.7
0.66
035
0 64
049
" 19
0.93
0.46
<0,30
0,37
<0.30
<0.30
<0.30
061
0.97
<0,30
<O JO
<0.30
<0.30
<O.JO
<0.30
<0.30
<O.JO
<0.30
<O 30
<O 30
<OJ0
<O.J0
<O.J0
<3.0
<J.O
990
1070
4)0
340
1100
260
260
510
867
501
160
140
100
83
720
960
540
200
290
55
33
81
69
150
J,O
88
j)O
4)
52
42
37
41.9
46 l
13
27
20
830
860
31
15
34
4.0
0 0047
4.8
35
2.3
JO
16
14
1.3
3.8
16
0.73
0.66
0.76
0.63
44
2.2
2.5
29
2.0
NA
0.53
0,64
067
0.96
1.20
1.20
LIO
0.66
0.54
0.80
0,89
0 51
0.49
0.37
0.58
052
1.20
0.97
0.56
Ll
<JO
<JO
NA
NA
!'<A
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
!'<A
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
154
-
<5.0
84
65
9
NA
JO
11
IO
16
77
110
10
32
22
31
100
)80
380
780
450
40
240
190
91
100
170
200
57
410
'30
JJO
27
62
<5.0
65
76
1100
730
280
-
liii&
Remediation Perfo
NA"' Not Analyzed
/
'.2/13/1996
512/1996
7/3 !/1996
I \17/1996
2/5/1997
5/1311997
8/5/1997
11/12/1997
2/5/1998
51711998
8/6/1998
! l/3/1998
2/11/1999
5/!2/1999
8/5/1999
11/2/1999
2/17/2000
5/9!2000
g{J/2000
1118/2001
7/20/2001
1/1612002
7/3112002
l/2812003
7/10/2003
1113/2004
6/28/2004
1127/2005
Standar
<l.O
<1.0
<1.0
<10
<10
<l.O
<:J.O
<10
<1,0
<10
<10
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<I 0
<1.0
<10
<l.O
<1.0
<1.0
<1.0
<1.0
<l.O
<1.0
-
4,2
<1.0
<LO
<1,0
<1.0
<10
<!.O
<I 0
<1.0
<LO
<I 0
<1.0
<1.0
<l.O
<1.0
<1.0
<1.0
<1.0
<I 0
<1.0
<1,0
<1.0
<1,0
<1.0
<!.O
<1.0
<l.O
<1.0
<1.0
<LO
1.2
1.6
LI
<10
<l.0
<10
LI
<10
<I 0
<1.0
<l.0
<1.0
<1.0
<1.0
<1.0
<J.O
<10
2.0
<LO
<1.0
I 10
1.10
<1.0
<J.O
<1.0
1.2
-
<I 0
<I 0
<!,O
<10
<1.0
<JO
<1.0
<JO
<1,0
<1.0
<JO
<1.0
<JO
<JO
<l.O
<JO
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1,0
<20
<2.0
<2.0
70 3500
DL = Dilution DUP-dupbca!t
-
<2 0
<2,0
<2 0
<2.0
<2.0
<2 0
<2.0
<2,0
<2.0
<2 0
<2.0
<2,0
<2.0
<2 0
<2,0
<2 0
-<2.0
<20
<2.0
<20
<2.0
<2.0
<2 0
<2,0
<2 0
<:5.0
<5.0
<2.0
<1.0
<1.0
<1.0
<LO
<LO
<1.0
<1.0
<I 0
<1.0
<1.0
<1.0
<1.0
<LO
<1.0
<LO
<1.0
-<1.0
<!.O
<1.0
<l.O
<1.0
<l.O
<l.O
<1.0
<1.0
<1.0
<1.0
<1.0
-
I.I
<I 0
<1.0
<1.0
<I 0
<1.0
...:1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<J.0
<1.0
<1.0
1.0
<!.O
<LO
<i.O
<LO
<1.0
<1.0
<1,0
200
-- -
Table 9 -
<l,O
<1.0
<!.0
<l.O
<1.0
<l.O
<1.0
<l.O
<!.O
<!.O
<l.O
<1.0
<l.O
<1.0
<l.O
<1.0
<1.0
<:1,0
<1.0
<1.0
<1.0
<LO
<1.0
<i.O
<1.0
<1.0
<1.0
<1.0
28
Groundwater Quality Summary
Macon/Dockery Site
Richmond County, North Carolina
Page 2 of 12
<1.0
<1.0
<1.0
<1.0
<1.0
<i.O
<1.0
<1.0
<1.0
<1.0
<1,0
<LO
<1,0
<1.0
<1.0
<1,0
<I 0
<1.0
<1.0
<J.0
<J.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
<1.0
<1.0
<1.0
<1.0
<1,0
<1.0
<1.0
<1.0
<LO
<1.0
<1.0
<J.0
<I 0
<1.0
<1.0
<1.0
<1.0
l',"A
NA
<1.0
<1.0
<1.0
<l.O
<JO
<1.0
<JO
<l.O
<JO
<l.O
<!.O
<LO
<I 0
<LO
<!.O
<1.0
<!.O
<1.0
<!.O
<LO
<1.0
<JO
<1.0
<1,0
<JO
<1.0
NA
NA
<1.0
1000
<3.0
<3.0
<3,0
<3.0
<3.0
<3.0
<3,0
<3 0
<3,0
<3.0
<3,0
<3 0
<3.0
<3,0
<3.0
<3.,0
<3.0
<3.0
<3,0
<3.0
<3.0
<3.0
<3.0
<J.0
<3,0
NA
NA
<3,0
400
<JO
<JO
<10
<JO
<10
<JO
<JO
<JO
<JO
<JO
<JO
<JO
<JO
<JO
<JO
<JO
<JO
<JO
<JO
<JO
<10
<JO
<JO
<JO
<JO
NA
NA
<JO
3500
<JO
JO
<JO
<10
<IO
13
28
<JO
<JO
<JO
<JO
II
<JO
<JO
<JO
_,<10
16-00
1900
.JO
16
<JO
<JO
<JO
<JO
<JO
<JO
<JO
62
50
-
160
130
130
I.JO
120
I JO
190
114
130
130
120
170
150
130
160
120
560
400
200
170
120
120
130
120
120
120
120
120
1000
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<S.O
<5.0
<S.O
<5.0
<S.O
<S.O
<50
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<S.O
<5.0
<5.0
<S.O
<5.0
<t.O
<1.0
<I 0
NA
180
" 57
I JO
77
21
140
26
49
16
13
86
56
33
62
15
820
500
150
190
13
6.5
28
13
<5.0
<50
5.7
25
50
a!!
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
260
330
<40
<40
<40
<40
<40
<40
<40
<40
"'' NA
JOO
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
79
60
<50
<50
<50
<50
<50
<50
<50
<50
<50
NA
50
..,.., <O 30
28 <0.30
<20 <0.30
20 <0.30
32 <0.30
<20 <0.30
45 <0.30
22.8 <l
<20 <0.30
<20 <O 30
<20 <0.30
<20 <O 30
<20 <0.30
<20 <0,30
20 <0.JO
<20 -<o.3o
140 0.40
200 <0,30
41 <0.30
52 0.66
25 <0.30
<20 <0.30
<20 <0.30
<20 <0.30
<20 <O.JO
<20 <0.30
<20 <0.30
25 <0.30
5000
<3.0
<3 0
<3.0
<3.0
<3.0
<J.O
43
<J.O
<3.0
<3.0
9.6
<J.0
5.0
<3,0
3.7
<3.0
22.0
19.0
44
<3.0
<3.0
<3.0
<] 0
<3.0
<3.0
<3.0
<3.0
<3.0
15
NA
" NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
SA
NA
SA
<0.20
<0.20
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
LI
illil
<]0 44
<10 16
NA 23
NA 45
NA <5.0
NA 15
NA 150
NA 12
:-IA 33
NA l!
NA 5
NA 55
NA 39
NA 17
NA 42
NA ,_10
NA 910
NA 1100
NA 150
NA 21
NA 6
NA <5.0
NA 7
NA <5.0
!'IA <5.0
NA 8
NA
NA 20
154
(DUP)
l..,,uDocUr,-
1!:,~~~ S.z!'!,_
S.Upn,de,I ... 31i,
2/13/1996
5/2/1996
7/31/1996
1117/1996
l lli/1996
2/5/1997
5/13/1997
816/1997
l !11211997
2/5/1998
S/6/1998
8/6/1998
11/311998
2/11/1999
5/12/1999
8/6/1999
1112/1999
2/17/2000
518/2000
8/3/2000
111snoo1
7/i l/2001
1/1612002
7/30/2002
1128/2003
7n4/2003
1/13/1004 4,5/2004
6128/1004
10/21/2004
\/28/2005
5/412005
iliii
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<1.0
<2 0
<10
<1.0
<I 0
<1.0
<1,0
<I 0
<2 0
<1.0
<I 0
<1.0
<10
<1.0
<1.0 -<i_O
<1.0
<10
<1.0
<10
SJ
56
" 37
32
" 48
40
" 68
20
" 25
" 13
13
15
20
lO
16
" -is-
16
14
9.9
II
29
29
2)
24
19
24
32
18
" 21
69
5.7
ll
6.5
54 ,.,
67
Well
Well
\\!eU
2.3
:-.'ot
Not
:,.;01
22
<LO
-
<1.0
<!.O
<1.0
<l 0
<1.0
<10
<1.0
<2 0
<10
<10
<LO
<I 0
<LO
<1.0
<2.0
<1.0
<1.0
<IO
No<
Not
No<
<1.0
Samoled
Sampled
Sampled
<20
<2 0 -rs-q7,-
1.1
1.7
LO
LO
<20
<!.0
<l.O
<l.0
Remediation Performance Sta11dar 3500 70
NA • S'ot Analyt.ed DL = Dilution DIJ1' -duplicot<
-
<2 0
<2.0
<2 0
<2 0
<20
<2.0
<2.0
<4 0
<2 0
<2 0
<2.0
<2 0
<2.0
<2.0
<4.0
<2.0
<2.0
<2 0
<IO
<1,0
<l.O
<1.0
<J.O
<1.0
<1.0
<2 0
<1.0
<l.0
<1.0
<IO
<1.0
<1.0
<2,0
<l.0
<1.0
<J.O
-
68
7)
50
50
" 59
75
6)
70
52
36
31
)8
2l
29
20
J9
18
Sampled
Sampled
Sampled
Due To Obstruction
<2.0 ·-~ Because ._~
<2 0
<5.0
<s'o
<5.0
<2 0
<2.0
<2 0
Due To
Due To
<J,0
Well
Well
Well
<LO
<1.0 -<ro
<1.0
<l.O
<LO
<l.O
Obstruction
Obstruction
28
Went
Went
Went
6.2
J.8 -45-
3.9
3.6
2,1
26
200
4
l.8
2.2
2.6
4J
3.2
2.1
l.9
2l
19
1.2
<1.0
<J,0
<2 0
<LO
<1.0
<IO
3.4
D,y
D,y
Dry
1.2
<1.0 -<To-
<1.0
<1.0
<1.0
<1.0
2.8
---Table 9
Groundwater Quality Summary
Macon/Dockery Site
Richmond County, North Carolina
Page 3 of 12
<J,0
<1.0
<1.0
<IO
<1.0
<l.0
<1.0
<2,0
<JO
<LO
<JO
<LO
<1,0
<JO
<20
<1.0
<l.0
<l 0
<l 0
<1,0
<1.0 <!]
<1.0
<1.0
<1.0
<LO
<LO
<l 0
<1,0
<l 0
<1.0
<l 0
<1.0
<2 0
<1.0
<1.0
<1.0
<LO
<1.0
<1.0
<2.0
<LO
<1.0
<!.0
<1.0
<JO
S'A --1.0
<JO
<!.0
<!.0
<LO
<JO
<i.0
<JO
Ll
<JO
<:l_Q
<2,0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<2 0
<1.0
<:J.O
<1.0
<l.O
<:l.O
NA -<To-
<1.0
<l.O
<:],0
<JO
1000
<:J_O
<3.0
<3.0
<:3.0
<) 0
<3.0
<J.O
<6.0
<3.0
<J.O
<J.0
<J.O
<J.0
<3.0
<6.0
<3.0
<) 0
<3.0
<:J.O
<J.0
NA <io-
<2.0
<) 0
<3.0
<3 0
,oo
<IO
<JO
<JO
<JO
<JO
<IO
<IO
<20
<JO
<10
<IO
<10
<IO
<IO
<20
<IO
<IO
<IO
<JO
<JO
NA
<25
<25
<JO
<IO
<JO
)500
)4
4)
180
95
89
24
))
160
94.8
<10
92
41
29
45
5)
140
95
llO
120
:-:01
Not
;,.lot
320
ll -ii
28
<JO
<IO
5.2
50
-
270
JJ0
llOO
SJO
780
170
190
890
6))
<50
510
230
160
24-0
260
700
'80
)90
64
Sampled
Sampled
Sampled
120
<50 --;;A-
73
NA
NA
NA
1000
-
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
6.2
<5.0
<5 0
<S.0
<5 0
<5.0
<5.0
<5.0
5.1
<5.0
<5.0
Wcll
Well
Well
<5.0
<l.O
<l.O -NA-
<1.0
NA
NA
NA
1100
JJOO
5100
3200
2800
'10
810
4300
ll90
)6
2400
970
640
1100
JJOO
)700
2500
1900
No<
No<
Not
230 ·-~ Because •= 790
22 19
280
<5.0
6.0
<5.0
50
6l
70
260
160
160
41
52
240
153
<AO
140
62
46
68
78
210
140
140
Sampled
Sampled
Sampled
<AO
Well w,u
Well
160
<40
NA
NA
NA
100
JOO
120
490
270
250
62
77
<50
265
<50
210
87
56
98
llO
330
230
170
150
150
660
390
HO
llO
92
5)0
)62
29
JOO
120
96
140
160
4)0
290
270
Due To Obstruction
Due To Obstruction
Due To Obstruction
250 54
w=
Went
Went
JOO
<50
;,.IA
NA
NA
50
D,y
Dry
D,y
1100
<20 -NA-
46
KA
NA
XA
5000
<O JO
<O.JO
0.94
0.47
0.45
<0.30
<0.30
<0.30
<I
<0.30
<0.30
<0,30
<0.30
<0.30
2.7
<0.30
<0.JO
0.37
Ll
<0.30
<0.30
<0.30
ll
l2
62
JS
44
9.9
II
45
29
8.7
22
ll
4.9
9.0
9.0
33.0
20.0
-15.0
<3.0
<3.0
<) 0
<U
15
NA
NA
NA
NA
NA
:-.lA
NA
S'A
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
<0.20
NA --;;A-
NA
NA
NA
NA
Ll
<JO
<JO
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA -w.-
NA
NA
NA
NA
154
2000
1800
5300
2100
NA
)60
560
2500
1900
540
1600
490
270
480
740
1600
_\JOO -
llOO
1600
590
27 -i]'-
190
<5.0
18
<5,0
111D liilii iiiliil
Lower Dockery
MW24
(DUP)
L<>w~,Do,;,Mry ~=-~~':.. s...,.............,JJl9
2/13/1996
2/13/1996
5/2/1996
8/1/1996
11/7/1996
2/5/1997
5/13/1997
815/1997
I l/!2/1997
2/5/1998
5/6/1998
8/6/1998
11/3/1998
2/11/1999
5/12/1999
8/6/1999
1 tr.'1!999
2/1712000
5/912000
8/J/2000
J/18/2001
711 J/2001
1/16/2002
7/31/2002
1128/2003
7/10/2003
1113/2004 41512004
6/28/2004
IOI'.! !/2004
1/2812005
5/412005
Remediation Performance Standar
NA ~ Not Analyzed
<I 0
<l.0
<10
<10
<1.0
<l.0
<IO
<l.O
<1.0
<1.0
<l.O
<1.0
<1.0
<1.0
<1.0
<1.0
<l.O
<1.0
<LO
<1.0
<1.0
<1.0
<l.0
<IO
<1.0
<l.0
<l.0 -<10
<1.0
<J.O
<10
<1.0
8 4
8.5
7.5
l.7
7.1
26
16
17
19
32
24
JO
JJ
24
29
27
16
])
28
16
13
" 24
IS
JO
15
ll -n-
" 12
JO
9.1
3500
DL ~ Dilution
<I.0
<l.O
<1.0
'" <1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<l.0
<1.0
<l.0
<:LO
<1.0
<1.0
~ <1.0
<LO
<i.O
<J.0
<LO
<1.0
I.SO
<J.0
<1.0 -411-
<l.0
<1.0
<1.0
<1.0
--
<I O <2.0
<IO <2 0
<IO <2.0
!4 <2 0
<1,0 <20
<10 <20
<1.0 <2,0
<] 0 <2 0
<1.0 <2,0
<1,0 <20
<l.O <2.0
<! 0 <2 0
<LO <2 0
<I.O <2.0
<1.0 <2.0
<1,0 <2.0
<1.0 <2.0
<1.0 <2 0
<1.0 -<2.0
<1.0 <2 0
<1.0 <2 0
<1.0 <2,0
<1.0 <2.0
<1.0 <2 0
<1.0 <2 0
<1.0 <2 0
<2 0 <S.O
~1)-<s'.o
<2 0 <5,0
<1,0 <2.0
<20 <20
<2.0 <2.0
70
<1.0
<IO
<1.0
<IO
<1.0
<LO
<JO
<1.0
<JO
<1.0
<1.0
<LO
<1,0
<1,0
<IO
<JO
<1.0
<LO
<l.O
<l.O
<LO
<l.O
<LO
<LO
<l.O
<1,0 -<i.O
<1.0
<1.0
<1.0
<JO
-
<1.0
<IO
<LO
17
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<l.O
<JO
<l.O
<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
-<i.O
<1.0
<1.0
<1.0
<1.0
200
----
<1.0
<!.O
<l.O
20
<1.0
<1.0
<1.0
<1,0
<IO
<1.0
<l.O
<l.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<IO
<l.O
<l.O
<l.O
<1.0
<LO -<To-
<1.0
<1.0
<JO
<!.O
2.8
Table 9
Groundwater Quality Summary
Macon/Dockery Site
Richmond County, North Carolina
Page 4 of 12
<1.0
<1.0
<l.O
<1.0
<1.0
<IO
<!.O
<10
<1.0
<1.0
<1.0
<1.0
<l.O
<!.O
<!.O
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1,0
<1.0
<1.0
<1.0 <1--:0
<1.0
<1.0
<1,0
<1.0
<1.0
<1.0
<1.0
<1.0
<JO
<1.0
<l.O
<I 0
<1.0
<1.0
<1.0
<l.O
<1.0
<!.O
<!.O
<LO
<IO
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
NA -<i.O
NA
<J.0
<l.O
<1.0
<1.0
<1.0
<1.0
<1.0
L2
<1.0
<l.O
"0
<1.0
<1.0
<1.0
<l.O
<l.O
<1.0
<1.0
<LO
<LO
_<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1,0
<1.0
NA -<10
:-IA
<J.0
<l.O
<IO
1000
<3.0
<3.0
<3.0
<3.0
<l 0
<3.0
<3,0
<3.0
<3,0
<3.0
<3.0
<J.O
<3.0
<3,0
<3.0
<J.O
<J.0
<J.0
<3.0
<J.0
<3,0
<J.0
<3.0
<J,0
<3,0
<JO
<JO
<JO
<JO
<JO
<JO
<JO
<JO
<10
<JO
<JO
<JO
<JO
<JO
<JO
<10
<JO
<JO
<JO
<JO
<JO
<JO
<JO
<JO
<JO
<J.0 <10
NA NA <ro--<2s
NA NA
<3.0
<3.0
<3.0
400
<JO
<JO
<JO
3500
56
57
<JO
<JO
<10
<JO
<JO
<JO
<JO
<JO
<JO
<JO
38
20
<10
<JO
JO
<JO
II
56
<10
<JO
<10
<10
<10
II
NA -<lo
<JO
<JO
<JO
<5.0
50
-
320
370
6S
86
82
94
89
92
140
79
IJO
110
JIO
190
110
150
160
120
160
ISO
120
100
96
120
63
240
NA -NA-
88
NA
74
NA
1000
-
<S.O
<5 0
<S.O
<5,0
<5.0
<S.O
<5 0
<S.0
<5,0
<5,0
<S.O
<5,0
<5.0
<5 0
<5.0
<5.0
<S.0
<5,0
<5.0
<50
<5,0
<5.0
<5,0
<5.0
<5.0
<1.0
NA -NA-
<1.0
NA
NA
NA
)500
3700
2400
2500
1700
2500
2500
<5 0
2480
2800
2500
2400
3000
2800
2500
2500
2400
2500
2500
2500
2400
2200
2400
2200
960
2300
NA 2300
2100
2000
1900
1800
50
40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
130
140
<50
<50
<SO
<50
<50
<50
<50
<SO
<50
<50
74
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<-40 <50
<40 <50
NA NA -rn--NA
<40
NA
NA
NA
100
<50
NA
NA
NA
50
1!!!11!1
230
250
<20
25
<20
<20
<20
20
48.l
<20
JO
<20
140
68
" 42
45
<20
41
80
<20
<20
<20
<20
<20
<20
NA -m-
,20
NA
<20
NA
5000
<0.30
<0,30
<O 30
<0.30
<0.30
<0.30
<O.JO
<O 30
<I
<0.30
<0.30
<0.30
1.3
<0,30
<0.30
<0.30
<0.30
<O.JO
<0.JO
<O.JO
<O 30
<O JO
0.91
0.91
<0.30
0.4
NA
~.Jo
NA
<0.JO
NA
<O.l
J2
28
<3.0
<J.O
<3,0
<3.0
<J.O
<J 0
4.J
J.8
4.7
45
14
8.1
<JO
5.5
4.5
<J.O
<3.0
6.2
<3.0
<3.0
<3.0
<3,0
<3.0
<l.O
NA -:~ro
NA
<3.0
NA
<1.5
15
:-:A
NA
:-:A
NA
:-.'A
NA
'.\"A
NA
NA
NA
NA
:SA
NA
NA
NA
:-:A
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA -NA-
NA
NA
NA
NA
LI
<JO
19
<JO
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
_NA_
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA -m-
NA
NA
NA
NA
154
1111(]
JOOO
15
79
58
49
82
28
150
ll
91
57
590
160
JO
130
._130
81
100
170
66
26
21
II
29
II -6-
6
<5.0
<5 0
<5.0
illli
()
liilll
~facon Source Area
M\\' 2A 2/!J/1996
(DUPJ
5/'.'.11996
5/2/1996
7/31/1996
l 1/6/1996
2/4/1997
5/12/1997
8/6/!997
(DUPUCATE2 11/12/1997
(DUP2)
(DUP-2)
(DUP-2)
(DUP-2)
(DUP-2)
{DUP-2)
(DUP-2)
(DUP-2)
(DUP-2)
{DUP-2)
{DUP-2)
(DUP-2)
(DUP-2)
(DUP2)
{DUP 2)
(DUP2)
(DUP 2)
(DUP2)
(DUP2J
11/12/1997
2/5/1998
5/6/l998
5/6/1998
8/7/1998
817/1998
11/411998
11/411998
2/10/1999
2/10/! 999
5/13/1999
5/13/1999
8/6/1999
8/6/!999
11/3/1999
! 113/1999
2/! 7/2000
2/1712000
5/8/2000
518/2000
812/2000
812/2000
1117/2001
\/1712001
7/11/2001
7/! 1/2001
!/15/2002
l/!5/2002
7/30/2002
7/30/2002
l/28/2003
1128/2003
7/1012003
7/10/2003
1/1312004
I/\J/2004
6128/2004
6/28/2004
l/28/2005 •
l/28/2005 ,
<1.0
<LO
<I.O
<1.0
<1.0
<1.0
<!.O
<:2,0
<2 0
<2.0
<5.0
<5.0
<5.0
<25
<15
<25
<25
<25
<25
<25
<25
,25
<25
<25
<25
<15
<25
<25
<25
<25
<25
<25
<JO
<JO
<JO
<10
<JO
<10
<JO
<10
<10
<2.0
<2 0
<2.0
<5,0
<5.0
<5.0
<2.0
<2.0
l.6
'" 1.,
II
J
2.7
I 8
<2,0
<2 0
<2,0
<S 0
" 58
<25
<25
<25
<25
<15
<25
<25
<25
<25
<25
<25
<:S
<25
<25
<25
<25
<25
<25
<25
<10
19
19
<10
<10
<\0
<10
<10
'10
l.l
J.O
2.7
<5,0
<5,0
<5 0
5.1
8.5
20
\]
18
<1.0
' 53
J6
JS
" 61
I 10
170
HO
470
380
650
740
750
'°' 870
850
6)0
750
650
710
6]0
610
740
710
460
480
400
370
370
320
320
310
140
)60
JJO
)10
73
72
" 52
98
90
JOO
110
54
7.7
9.J
<I.O
13
14
3.7
,20
<2.0
<2 0
5.2
16
\]
<25
<25
<25
<25
<25
<25
<25
<25
<25
<25
<25
<25
<25
<25
. <25
<25
<25
<25
<25
<10
<10
<10
<10
<10
<10
<10
<10
<10
2.2
2.2
<40
<10
<10
<10
<2 0
<2 0
Remediation Peribnnan SWld4! 3500 70
NA= Sot Analyzed DL -Dilution DUP dtiphcate
-
<2,0
<20
<2,0
<20
<2 0
<2,0
,2 0
<4,0
<40
<4 0
'10
<10
<10
<50
<50
<50
<50
<50
<50
<SO
<50
<50
<50
<50
<SO
<50
<50
·<so
<50
<50
<50
<120
<20
<20
<20
<20
<20
<20
<20
<20
<20
<40
<40
<10
<25
<25
<25
<40
<4 0
<1.0
<l.O
<1.0
<\ 0
2.3
2.7
<l.O
<2,0
,.1
J 6
,.8
22
11
<25
<25
29
)]
so
37
62
56
44
55
OJ
49
41
44
'° JS
44
44
38
)5
41
" )]
27
JI
29
22
21
J.5
3.5
J.6
<5.0
<5.0
<5,0
41
42
-
74
4.7
6.5
<!.O
1.5
I 6
5.5
9.6
16
14
23
]6
38
78
64
93
110
\JO
85
150
150
110
\JO
99
100
87
57
64
61
61
64
52
47
51
SJ
42
37
34
JS
24
2)
12
II
9.1
5.7
8
18
19
200
-- -Table 9 -
22
20
26
<1.0
21
19
12
4
92
" 12
20
21
<25
<25
<25
<25
25
<25
<25
<25
<25
<25
<25
<25
,25
<25
<25
<25
<25
<25
<25
<10
10
II
<10
<10
<10
<10
<10
<10
5.1
5
4.1
,5 0
<5 0
<5.0
6.7
6.9
2.S
Groundwater Quality Summary
Macon/Dockery Site
Richmond County, North Carolina
Pa e5o 12
<LO
<!.O
<LO
<10
<l.O
<1.0
<l.O
<2.0
<2.0
<2,0
<5.0
<5.0
<5.0
<25
<25
<25
<25
<25
<25
<25
<25
<25
<25
<25
<25
<25
<25
<25
<25
<25
<25
<2~
<IO
<10
<10
<10
<10
<10
<10
<10
<10
<2.0
<2.0
<2.0
<5.0
<5.0
<5.0
<2.0
<2 0
<LO
<l.O
<LO
<10
<1.0
<1,0
<l.O
<2 0
<2.0
<2 0
<5.0
<5.0
<5.0
<25
<25
<25
<25
<25
<25
<25
<25
<25
<25
,25
<25
<25
<25
<25
<25
<25
<25
<25
<10
<10
<10
<10
<10
<10
<10
<10
<10
<2,0
<20
<2 0
<5.0
<5.0
<5.0
<2 0
<2.0
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<2.0
<2,0
<2 0
<5,0
<5.0
<5.0
<25
<25
<25
<25
<25
<25
<25
<25
<25
<25
<25
<25
<25
<25
<15
<25
<25
<25
<25
<10
<JO
<10
<10
<10
<10
<10
<10
<10
<20
<2.0
<2.0
<5.0
<5.0
<5 0
<2.0
<2 0
1000
-:3 0 <10
<3.0 <IO
<3.0 <10
<JO <10
<3 O <JO
<J.0 <10
<JO <10
<6 O <10
<6 0 <20
<6 0 <20
<15 <SO
<15 <50
<JS <50
<75 <250
<75 <250
<75 <250
<75 <250
<75 <250
<75 <250
<75 <250
<75 <250
<75 <250
<75 <250
<75 <250
<75 <250
<75 <250
<75 -<250
<75 <250
<75 <250
<75 <620
<75 <620
<SO <250
<JO <JOO
<JO <100
<JO <JOO
<30 <100
<30 <100
<JO <100
<30 <100
<JO <100
<JO <100
<6,0 <20
<6 0 <20
<4.0 <SO
<10 -:120
<JO <120
<10 <120
<6.0 <20
<6,0 <20
400 ]500
<IO
<10
<10
<10
<10
<\O
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<\O
21
<10
<10
<10
<10
<10
<10
<10
\)
27
<10
\)
<IO
<10
<10
<LO
41
37
<10
<10
<10
<10
<10
<10
NA
NA
<10
<10
<10
<10
50
-
190
150
140
120
110
100
94
100
10)
106
110
120
120
110
110
120
\JO
llO
\JO
\JO
120
\JO
\JO
120
120
\JO
\JO
140
140
\JO
130
210
ISO
150
150
320
31)()
150
150
140
llO
190
190
NA
NA
160
160
120
120
1000
<5 0
<5,0
<SO
<5,0
<5,0
<5,0
<5.0
<5,0
<5,0
<5,0
<5,0
<5,0
<S.O
<5.0
<5,0
<5.0
<5,0
<S.O
<5,0
<5,0
<SO
<5.0
<5.0
<5,0
,5 0
<5.0
<5.0
<5.0
<5 0
<5,0
<S.O
<5.0
<5,0
<5,0
<SO
,5 0
<5,0
<5.0
<5,0
<5.0
<5 0
<J.O
<l.O
:-:A
NA
<1.0
<1,0
NA
l\A
140
26
19
25
\)
<5.0
6
67
25,J
41.4
68
<5.0
<SO
5.8
<5.0
<5.0
<5,0
<5.0
<5 0
12
90
5.7
<5.0
<5,0
<5.0
<5.0
<5.0
8.8
480
5.8
86
10,0
84
10 0
6 I
390,0
370.0
20,0
160
6)
<5.0
17.0
15.0
NA
NA
<5.0
<5.0
<5,0
<5.0
50
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
NA
NA
<40
<40
NA
NA
JOO
<50 34
-:so <20
<50 <20
<50 JI
<50 <20
<50 <20
-:so <20
<50 <20
<SO <20
<50 <20
<50 <20
<50 <20
<50 <20
<50 <20
<50 <20
<SO <20
<SO <20
<50 -:20
<SO 35
<50 82
<50 22
<SO 24
<50 n
<50 45
<50 34
<SO • <20
<SO <20
<50 21
<50 410
<50 20
<50 52
<SO H
<SO 24
<50 4g
<50 31
<50 190
<SO \JO
<50 62
<50 22
<50 <20
<50 <20
<SO 46
<50 39
NA NA
NA NA
<SO 41
<50 57
NA <20
NA <20
50 5000
<0.30
<0.30
<O JO
<0.30
<0,30
<O 30
<0.30
<O 30
<\
<\
<0,30
<O 30
<0.30
<0.30
<0,30
<0.30
<0,30
<0.30
<0,30
<0.30
<0.30
-:o.JO
<03 0
Ll
<0.30
<O.JO
<0.30
<O.JO
<O JO
<0.30
<0.30
<0.30
<0.30
<O JO
<0.30
0 85
0.38
0 67
<0.30
<O JO
<0,30
<082
<0.85
NA
NA
NA
NA
l'.A
NA
<3 0
<3.0
<3 0
<J.O
<) 0
<J.0
<J.0
<3.0
<J.O
<3.0
88
<J.O
<3.0
<3.0
<3.0
<).0
<3.0
<3.0
<3.0
<3.0
<3.0
9.1
6.9
<J.O
<J.O
<3.0
<J.O
<3.0
<3.0
<3.0
<J.0
<3.0
<3.0
<J.O
<J.0
7.4
62
<J.O
<J,0
<3.0
<J.0
44
3.3
NA
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
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
Ll
<IO 54
<IO
<10 7
NA 15
NA <5.0
NA NS
NA <5.0
NA <5.0
NA 9
NA 8
NA <5 0
NA 8
NA <5.0
NA <5.0
NA <5.0
NA <5.0
NA <5.0
NA <5.0
NA 5 0
NA 6.0
NA 6.0
NA <5.0
NA <5.0
NA <5.0
NA <5.0
NA---<s.o
NA 5.0
NA \J.O
NA 28 0
NA 9.0
NA <5 O
NA S.O
NA S.S
NA 12.0
NA <5.0
NA 170.0
NA 150.0
NA 12.0
NA JOO
NA <5.0
NA <5.0
NA <5.0
NA <5.0
NA <5.0
NA 7.0
NA 6.0
NA <50
NA 5.0
NA 5.0
154
-
\laron Source Area
\[W 9 1/13/1996
(DUPJ
(DUP 2)
(DUP-1)
(DUP-1)
(DUP-1}
(DUP-1)
(DUP-1)
(DUP-1)
{DUP-1)
{DUP-1)
(DUP-1)
(DUP I)
(DUP 1)
5/211996
713 !/1996
7/Jl/!996
11/611996
2/5/1997
5/12/1997
8/6/1997
I lf\211997
215/1998
215/!998
5/6/1998
817/!998
817/1998
1 \/J/1998
l 1/3/1998
2/10/1999
2110/1999
5/1)/1999
5/1)/1999
815/1999
815/1999
11/2/1999
11/2/1999
2/1712000
2/17/2000
51S12000
5/812000
813/2000
8/3/2000
111712001
71! 1/2001
7/11/2001
1/16/2002
7/3012002
1/28/2003
7/!onOOJ
7/!0/2003
\/IJ/2004
6/28/2004
I/ZS/2005
1/2812005
Remediation Performan StandELr
<l.0
<LO
<IO
<10
<5 0
<LO
<2 0
<2 0
<I 0
<5,0
<10
<10
<5,0
<10
<10
<10
<5 0
<10
<10
<10
<10
<10
<25
<25
<25
<25
<25
<25
<25
<25
<2.0
<2.0
<5,0
<2.0
<2.0
<2 0
<2.0
<LO
<1.0
-
120
130
250
190
170
76
80
56
" 150
IIJO
63
90
59
" 56
75
71
73
80
5'
47
<25
<25
<25
<25
<!5
<25
<25
<25
71
55
9.9
Not
Not
Not
38
36
" 35
37
37
3500
<IO
<IO
<IO
<5 0
8 2
52
22
33
" <10
54
140
110
160
200
110
150
:!70
220
160
150
580
560
520
510
510
530
400
4!0
45
24
130
Sampled
Sl!Illpled
Sampled
7
66
<2,0
23
60
60
NA~ Not Analyzed DL ~ Dilution Dl,l' -dopt,co1<
0
25
160
340
320
100
13
59
43
47
J IO
220
250
]50
310
JOO
280
130
160
250
200
140
150
320
340
250
240
220
200
190
180
19
5.1
<5 0
Due to
Due to
Due to
51
40
" <40
10
II
70
14
<:!O
<20
<20
<10
<2.0
<40
<4.0
<20
<10
<20
<20
<10
<20
<20
<20
<10
<20
<20
<20
<20
<20
<50
<50
<50
<50
<50
<50
<50
<50
<4.0
<4 0
<IO
D,y
!Jo·
Dry
"'0
<4.0
<IO
<IO
<20
<2.0
16
<IO
18
<i0
<5.0
I.S
6.9
66
12
<5.0
<IO
16
27
20
22
23
18
18
JO
22
17
24
49
49
51
48
69
44
56
59
13
lO
<5,0
Conditions
Conditions
Conditions
4.5
4.6
4.6
5.1
15
15
<IO
<10
<IO
<lo
2,6
12
7.4
II
6
<IO
<10
36
28
27
JO
19
24
54
42
34
41
98
100
98
88
89
64
72
74
4.5
3.7
29
<'.!.O
<2.0
<2 0
<2 0
93
96
200
111111111 &iiiiiiil iiii iiil -
lO
23
24
21
II
1.3
7.3
46
9.5
39
24
65
40
JI
]2
32
2'
34
27
IS
22
46
47
42
39
39
36
36
35
5.6
3.6
<5.0
27
14
<20
<20
9.3
9.6
2.8
Table 9
Groundwater Quality Summary
Macon/Dockery Site
Richmond County, North Carolina
Page 6 of 12
35
160
190
100
7.5
42
9
6.4
16
100
47
20
JO
19
19
<!O
32
" 25
26
29
26
<25
<25
<25
<25
<25
<25
<25
<25
24
10
<5.0
14
II
14
<2.0
48
50
<IO
<IO
<IO
<IO
<5.0
1.4
<2.0
<2.0
<1.0
<5,0
<IO
<IO
<5,0
<IO
<10
<10
<5.0
<10
<IO
<10
<IO
<10
<25
<25
<25
<25
<25
<25
<25
<25
<2.0
<2.0
<5.0
<2.0
<2.0
<20
<2.0
<10
<IO
<10
<10
<IO
<10
<S 0
<l.0
<2,0
<2 0
<!.0
<5 0
<10
<10
<5 0
<10
<10
<IO
<5,0
<IO
<IO
<IO
<10
<IO
<25
<25
<25
<25
<25
<25
<25
<25
<2.0
<2.0
<5,0
<2 0
<2.0
<2.0
<2 0
<1.0
<IO
!000
<JO
9.8
<JO
<JO
13
9,5
<60
<60
<3,0
<15
<JO
<JO
<15
<JO
<JO
<JO
<15
<JO
<JO
<JO
<JO
<JO
<75
<75
<7S
<75
<75
<75
<75
<75
<6.0
<6 0
<15
<6.0
<6 0
<40
<40
<JO
<3.0
400
160"F32
190
<IO
120
220
100
<20
89
<10
<50
<100
<100
<50
<100
<100
<100
<IO
<IO
<100
<1110
<100
<!(JO
<250
<250
<250
<250
111!0
<250
<620
<620
<20
<20
<50
)4
150
<50
<SO
<10
<10
3500
1200 7400
JOO 3300
2 IO !JOO
170 llOO
47 530
26 810
68 J 100
l60 !800
75.7 !070
43 690
39 810
31 7(;/J
15 900
<JO 660
73 1300
69 1200
16 590
18 570
58 1200
52 940
83 1700
41 9W
630 2200
1200 3400
320 1600
270 !400
69 650
66 590
260 1400
290 1500
38 1700
66 1200
90 220
Not Sampled
Nm Sampled
Nol Sampled
<IO 400
<lO 400
<10 340
79 1700
22 450
44 940
50 1000
-
6.1
<5.0
<5.0
<5.0
<5.0
<S.O
<5,0
<5 0
<5.0
<5 0
<50
<5.0
<S.O
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<50
<5.0
<5 0
<50
<5.0
<5.0
<5.0
<5.0
<5.0
<S.O
<5.0
<5.0
<S.O
<S.O
""' ""' D,e
<1.0
<l.O
<IO
<LO
NA
NA
7800
5600
3900
4700
5100
'900
3900
5000
4400
'900
5000
7900
6800
5800
5300
5800
3700
3600
3100
3200 ,ooo
4100
520
9S0
JOO
260
85
" 260
290
5600
4900
JOO
To
To
To
6800
5500
3100
3600
3400
3600
50
-
1800 500
520 !40
290 78
230 61
84 <50
60 <50
<40 <50
360 67
162 <50
88 <50
82 <50
46 <50
61 <50
54 <50
190 <50
180 <50
49 <50
49 <SO
110 <SO
100 <50
200 <50
I 10 <50
680 110
1200 220
400 66
350 59
84 <50
77 <50
310 54
340 61
95 <50
120 <50
<40 <50
Dry ConditioM
Dry Conditions
Dry onditions
<40 <50
<40 <50
<40 <50
150 <50
NA NA
NA NA
100 50
-
790
2!0
140
130
))
42
51
170
814
39
36
26
JO
<20
79 .,
JO
29
56
59
SJ
52
210
360
120
99
42
62
120
130
52
79
62
<20
<20
35
63
37
58
5000
-
2.6
<O JO
<U.30
<O JO
<0.30
2
<0,30
LS
<I
<0.30
<0.30
<0.JO
<0.30
<0.30
0,70
0.50
<0,30
<030
0.39
0.30
0.79
0.36
<0.30
0.39
<0.30
<0.30
<0.30
<0.30
<0,30
<0.30
1.10
0.46
<0.JO
<0,30
<0.30
<O 30
<0.30
0.31
NA
35
12
12
9.6
<JO
<3.0
J 5
3.5
<3.0
5.3
37
<3.0
<3.0
<3 0
<3,0
<3.0
<3.0
<3.0
<3.0
<3.0
<3,0
8
IO
15
52
4,2
<3.0
<3.0
6.0
6.2
<3.0
3.2
130.0
<3.0
<J.O
<3.0
<3.0
<J.O
<3.0
-
NA
NA
NA
NA
NA
:--A
]';A
};A
NA
NA
NA
NA
NA
:--'A
NA
NA
<020
<0.20
<0,20
<0,10
<O 20
<0.20
0 59
0.58
0.73
0 61
0 26
0.31
LI
0.97
<0.20
NA
LI
NA
<0,20
NA
NA
NA
0.2
LI
<IO
''° NA
:--:A
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
154
-
890
1700
830
940
260
140
490
750
600
240
2!0
61
39
34
ISO
270
140
'" 220
250
270
220
1900
1600
1200
1100
42
120
510
570
470
380
200
53
68
IO
570
54
120
-
Macon Source Area
:--.IW-1! 2/1411996
5/2/1996
7/30/1996
l \/6/1996
2/4/J997
5/1211997
8!6/1997
11/13/1997
2/5/1998
5/6/1998
817/1998
11/4/1998
2/10/1999
5/!2/1999
8/5/1999
1 l/2/1999
2/1712000
5/812000
8/3/2000
l/l7/200l
7/11/2001
l/15/2002
7/30/2002
112812003
7/1012003
1/13/2004
6/2812004
J/28/2005
Remediation Pcrfonnanc Standai-
<!.O
,, 0
<!.O
u
<10
<1.0
<l.O
<1.0
<10
<1,0
<10
<1.0
<LO
<I 0
<LO
<LO
<!.O
<I 0
<!.O
<I 0
<10
,, 0
<LO
<1.0
<10
<1.0
<1.0
<I 0
<1.0
<LO
<1.0
<I 0
<J.O
<I 0
<1,0
<I 0
<1,0
<1.0
<10
<1.0
<1.0
<l.O
<1.0
<1.0
<1.0
<1.0
<i.O
<1.0
<i.O
<1.0
<1.0
<1.0
<10
<!.O
<1,0
<1.0
3500
-:.5
'5
5.3
58
5.5
6.2
19
3.3
3.2
16
16
14
18
<1.0
" 2, I
19
<1.0
IA
16
15
<1,0
<l.O ,,o
<1.0
,, 0
1!!11!1
<1.0
<I 0
<1.0
<1.0
<I 0
<10
<10
<10
<!.O
<10
<!.O ,,o
<10
<1.0
,10
<l.O ,,o ,,o
<1.0 ,,o
<1.0
<1.0
<1.0
<1.0
<1.0
<2 0
<2 0
<10
<2.0
<2 0
<2.0
<2,0
<!.0
<2 0
<20
<2 0
<2,0
<2 0
<2 0
<2 0
<2.0
<2 0
<2 0
<2,0
<2 0
<2 0
<2,0
<2 0
<!.0
<2.0
<1.0
<2,0
<20
<5.0
<5.0
<2.0
,,o
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<l.O
<1.0
<1.0
<l,0
<1.0
<J.O
<1.0
<1.0
<1.0
<1.0
<1,0
<1.0
<\.O
11
<\.O
<l.O
<1,0
<10
<I 0
<!.O
<!.O
<1.0
<LO
<l.O
<1.0
<LO
<J.O
<!.O
<1.0
<LO
LI
<1.0
<1.0
<l.O
<10
<1.0
<I 0
<l.O
5.7
5,8
85
84
2.9
" 5.9
4.3
2.9
2.6
2.9
)I
16
2.5
3.3
26
1.5
1.2
2.6
2A
19
<10
<l.O
<10
<l.O
LI
2.8
liiiiiil liii -Table 9
Groundwater Quality Summary
Macon/Dockery Site
Richmond County, North Carolina
Page 7 of 12
<l.O <l.O
<1.0 <l.O
<l.O <l.O
<LO <l.0
<l.O <!.O
<l.O <! 0
<1.0 <l.0
<l.O <l 0
<1.0 <!.0
<l O <1.0
<1.0 <!.O
<l O <l.O
<I O <l.O
<l.0 <LO
<l.O <! 0
<I.0 <1.0
<1.0 <l.O
<l.O <I 0
<1.0 <1.0
<l O <1.0
<1.0 <!.O
<1.0-<1.0
<1.0 <1.0
<l.O <1.0
<1.0 <1,0
<1.0 NA
<l.O ~A
<1.0 <1.0
<1.0
<1.0
<1.0
<1,0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<i.O
<1.0
<1.0
<1,0
<1.0
<J.O
<1.0
<1.0
<l.O
<1.0
<1.0
<1.0
<1.0
<1,0
<1.0
NA
NA
<1.0
11100
<J.O
<3.0
<3,0
<J.0
<3.0
<3.0
<J.O
<J.0
<3 0
<3,0
<J.0
<3,0
<3.0
<3 0
<3.0
<3 0
<3,0
<3.0
,3 0
<3.0
<3,0
<3.0
<3.0
<3.0
<3.0
NA
NA
,3 0
400
<10
<10
<10
<10
<10
<10
<10
<10
<10 ,,o
<10 ,,o
<10
<10 ,,o
<10
,10
<10
<10
<10
<10
<10
<10 ,,o
<10
NA
NA ,,o
3500
,,o
<10
<10 ,,o
<10
<10
IS
16 6
<10
<10
<10
<10
<10
<10
16
<10
11
16
11
14
<10
52
19
31
<10
22
4)
<10
50
-
160
93
120
90
98
86
220
120
99
98
!20
110
1(10
99
220
170
120
130
230
200
ISO
640
420
90
100
140
260
120
11100
-
<5.0
<5 0
<S.O
<5 0
<5.0
,5 0
<S.O
<5 0
<5,0
<50
<5,0
<5 0
,5 0
<5.0
<5 0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
14
<5.0
<5.0
<1.0
<l.O
15
NA
85
13
35
10
18
9.7
130
34 6
14
14
31
17
13
10
100
66
22
28
93
78
68
660
330
20
11
18
91
14
50
-
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40 «o
«o «o
«o
<40
<40
«o
<40
<40
<40
<40
<40
<40
<40
<40
<40
NA
100
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50 ,so
<50
<50
<50
<50
<50
,50
<50
<50
<50
<50
170
54
<50
<50
<50
<50
NA
50
-
30
23
21
<20
26
<20
45
20.7
,20
<20
<20
22
24
24
84
29
<20
46
'° 34
JO
170
73
24
<20
34
39
<20
5000
-
<O.JO
<0.30
<0.30
<O.JO
<0.30
<0.30
<0,30
<I
<0,30
<O 30
<O 30
<O JO
<0.30
<OJO
<0.JO
<0.30
<0.30
<0.30
<0.30
<0.JO
<0.30
<0.30
<0.30
<0.30
<0,30
<0.30
<O.JO
<0.30
J.2
6.7
<3.0
<3 0
<3.0
<3 0
5.3
<3
11
<3
42
<3.0
<3.0
<3.0
4.8
<J.O
<l 0
<3 0
4.0
44
l.l
20.0
15,0
<3.0
<J.O
<l.O
<J.O
<J.O
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
LI
<10
<10
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
400
53
<5,0
500
110
64
10
60
21
<5.0
<5.0
410
290
36
56
920
480
180
2400
1600
110
<5.0
16
330
9.0
-... ---
Macon Source Area
MW"l9 2113/1996
(DL) 2.113/1996
(DL)
5/2/1996
5/211996
7/Jl/1996
11/6/1996
2/5/1997
5/\2/1997
8/6/1997
11/1211997
2/5/1998
5/6/1998
817/1998
I I/J/1998
2.1101!999
5/13/1999
8/5/!999
1112/1999
2/17/2000
518/2000
8/3/2000
1118/2001
7/1112001
1116/2002
7/30/2002
112812003
7/10/2003
1/1312004
6128/2004
1/2812005
Remediation Perform
:-;-,,. ~ :-;-01 Analyzed
Standar
<l.O
<1.0
<LO
<l.0
<1.0
<1,0
<25
<5 0
<1.0
<5 0
<5.0
<I 0
<5,0
<5 0
<2.0
<5.0
<5 0
<5,0
<5 0
<2.0
<2.0
<5.0
<1.0
<5.0
<5.0
<2 0
210£
2,0
55
" <1.0
14
<25
9.7
69
15
<5.0
20
'° 19
<2.0
<5,0
<5 0
<5,0
<5.0
3.0
54
66
:,.Cot
:,,;01
!\ot
:-;-01
<!.0
<5 0
9.8
II
3500
DL g Dilution
3.2
<1.0
I)
5
51
110
250
14
4'
" 93
I)
8.6
88
36
<5 0
56
43
63
70
77
130
Sampled
Sampled
Sampled
Sampled
6
36
180
220
86
100
43
33
89
120
120
46
43
43
JO
27
92
78
13
26
16
94
II
8.•
16
20
Due to
Due to
Due10
Due to
1.6
<IO
12
,0
70
DUP -duplicat<
-..
12
<1.0
<2.0
<1.0
<2.0
<20
<50
<IO
<2 0
<IO
<IO
<10
<IO
<IO
<4.0
<IO
<10
<IO
<10
. <4,0
<40
<IO
Dry
D,y
D,y
D,y
<2 0
<25
<25
<.aO
89
<LO
Li
<LO
48
16
3Z
<5.0
18
13
7.5
14
14
,0
i.6
94
5.5
<5,0
<5.0
5.0
12.0
22 0
Conditioru;
Conditions
Conditions
Conditions
<1.0
6 7
33
52
L5
<1.0
6.1
<1,0
25
-14
75
S2
II
16
" 62
6.9
19
6.1
17
12
74
9.9
6.7
12 0
22 0
<1.0
<5 0
20
23
200
- --Table 9 -
5.9
<1.0
12
78
34
21
26
7.4
16
II
5.6
14
23
18
4.0
60
<5.0
<5.0
<5.0
2.4
5.1
7.1
<1.0
<S.O
<5,0
7.8
2.8
Groundwater Quality Summary
Macon/Dockery Site
Richmond County, North Carolina
Page 8 of 12
910E
660
IOOE
4)
29
<10
<25
<5.0
28
<5.0
<5 0
7.2
86
<5,0
<2,0
<5.0
<5,0
<5,0
<5.0
<2.0
<2 0
<5.0
<LO
<5.0
<5.0
<2.0
4.1
<10
<10
<l.O
I
<10
<25
<5.0
<10
<5,0
<SO
<LO
<5.0
<5 0
<2 0
<5.0
<5 0
<5,0
<5.0
<1.0
<2.0
<5 0
<\.O
<5.0
<5.0
<2.0
<1.0
<10
<1.0
<l.O
<!.O
<10
s'25
<S.O
<IO
<5,0
<5.0
<1.0
<5.0
<5.0
<2.0
<5.0
<5.0
<S.O
<S.O
<2.0
<2,0
<S.O
<l.0
<5.0
<5.0
<2.0
1000
<3,0
<J.0
<3.0
<J.0
<J.O
<3.0
..;75
<15
<3.0
<15
<15
<3.0
<15
<15
<6 0
<15
<15
<15
<15
<6 0
<6.0
<15
<3 0
<IO
<10
<60
400
24•F32
<10
<10
<IO
<IO
<100
<250
<50
<IO
<50
<50
<IO
<50
<SO
<20
<50
<50
<50
<50
<20
<50
<50
<IO
<120
<120
<20
)500
210
<10
59
<IO
18
240
520
<IO
37
51.2
23
29
18
<10
IS
13
160
180
120
2000
2400
1900
570
48
130
760
50
-
170
<IO
170
<10
120
130
120
94
IJO
147
90
97
170
130
110
89
200
230
150
220
)60
330
Not
Not
Not
Not
85
93
160
230
1000
-
<5.0
<5 0
<S.O
<5,0
<5 0
<5,0
<5.0
<5.0
<5.0
<5.0
<50
<5,0
<5.0
<5,0
<5.0
<5,0
<5 0
<5,0
<5.0
<5,0
<5.0
<5.0
<i.O
<1.0
<1.0
NA
3900
<5.0
3100
<5,0
2900
2500
2800
2600
2600
2600
2200
1800
)400
2300
1700
1400
1800
1700
1400
1600
2100
2000
Sampled
Sampled
Sampled
Sampled
4)0
770
1300
1600
50
-
87
<40
41
<40
78
150
91
<40
<40
'" <40
<40
44
<40
<40
<40
97
130
71
150
270
260
56
<40
65
NA
100
<50
<SO
<50
<SO
<50
<SO
<50
<50
<50
<SO
<50
<SO
<50
<SO
<50
<50
51 -.,
<50
BJ
160
IJ0
°"' °"' °"' °"' <50
<50
<50
NA
50
-
<20
<20
<20
<20
<20
<20
24
<20
<20
26.2
<20
<20
JI
25
43
<20
JO
37
<20 ....
96
BO
To
To
To
To
61
<20
21
46
5000
<0.30 <J,O
<0,30 <3.0
<0,30 <3,0
<0.30 <3,0
<0.30 <3.0
<0.JO <3.0
<0.30 <3.0
<O 30 <3.0
<0.30 <3.0
<1.0 <J 0
<O 30 <J.O
<0.30 <3.0
<0,30 <3,0
<O 30 <3.0
<0.30 <3.0
0.30 <J.O
<0.30 8.8
<0.30 4.8
<O 30 <J.O
<0.30 <3.0
0,85 9.2
0.66 9.4
Dry Conditions
Dry Conditions
Dry Conditions
Dry Conditions
<J,4 <3.0
<0.30 <3.0
:-.A NA
NA NA
15
O.Sl
<020
0,22
<020
<0.20
<O 20
<0.20
0.12
<0.20
<0.20
<020
<0.20
<0,20
<O 20
<0,20
<O 20
0.32
0.25
<0.20
<0.10
0,81
0.35
0.31
<0,20
0.72
LI
<10
<IO
<10
<IO
:-.A
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
15'
liiilil
5)
<5,0
47
<5.0
2)
39
JI
I)
75
120
21
52
15
14
IO
--390
660
400
520
1300
IJ00
91
14
190
320
---
Upper ~facon
MW-21 2l]-l/!996
5/2/1996
7/30/!996
1117/1996
21-l/1997
5/1211997
8/6/1997
I !/1111997
2/6/1998
5/5/1998
816/1998
11/3/1998
2/11/1999
5/12/1999
8/6/1999
1 J/3/1999
2/17/2000
5/912000
8/212000
1118/2001
7/11/2001
1115/2002
7130/2002
1/28/2003
7/10/2003
l/!J/2004
6/2812004
1/2812005
Remediation Performa.n~ 11111dar
NA ,. Not Analyzed
<1.0
<IO
<!.O
<!.O
<l.O
<10
<l.O
<10
<1.0
<10
<1.0
<1.0
<10
<1.0
<1.0
<l.O
<1.0
<l.O
<1.0
<1.0
<1,0
<1.0
<1.0
<1.0
<1.0
<10
<1.0
<10
J I
2, l
<1.0
15
1.8
13
I.I
1.4
<l.O
14
<1.0
<10
1.2
<!.O
<I 0
LI
<1.0
1.3
14
LS
2.4
1.5
LI
1.6
<LO
u
2 0
JSOO
DUP -Duplicate
<LO
<1.0
<1.0
<l.O
<1.0
<1.0
<10
<1.0
<l.O
<1.0
<LO
<LO
<l.0
<1.0
<1.0
<1.0
<1.0
<LO
<!.O
<!O
<1.0
<1.0
<1.0
<1.0
<1.0
<10
<10
1.5
-
<1.0
<I 0
1.2
<LO
<1.0
<10
<!.O
<10
<LO
I
<LO
<l.O
<IO
<1.0
<10
1.1
1.9
1.9
1.7
1.4
20
1.6
2.J
1.6
" <2 0
<10
"
70
-
<'.! 0
<2 0
<2.0
<2 0
<2.0
<2,0
<20
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<20
<2.0
<20
<2.0
<2 0
<2.0
<50
<5.0
<20
1.2
<1.0
<J.O
<1.0
<1.0
<IO
<1.0
<1.0
<1.0
<J.0
<LO
<1.0
<1.0
<1.0
<!.0
<1.0
<1.0
<J,0
<l.0
<1.0
<1.0
<LO
<LO
<1.0
<10
<1.0
<1.0
19
-
<LO
<1.0
<l.0
<],0
<10
<10
<1.0
<10
<1,0
<1.0
<10
<10
<LO
<LO
<10
<l.0
<l.0
<l.0
<1.0
<1,0
I.I
<1.0
<1.0
<!.0
<1.0
<1.0
<1.0
<1,0
200
---- -
64
<1.0
5.)
<1,0
7 I
77
64
57
6
JO
8.7
76
9.J
6.9
7 5
7,2
8.5
8.9
9.6
10
10
8.2
8.8
9
' 7 I
7.5
2.8
Table 9
Groundwater Quality Summary
Macon/Dockery Site
Richmond County, North Carolina
Page 9 of 12
<10
<10
<10
<10
<10
<IQ
<10
<10
<10
<10
<10
<10
<10
<IQ
<10
<10
<IQ
<IQ
<IQ
<10
<10
<50
<lO
<50
<50
<10
<50
<SO
<50
<50
<SO
<50
<SO
<50
<50
<50
<lO
<50
<SO
<50
<lO
<lO
<l.0
<l.0
<l.0
<1.0
<].0
<l.0
<1.0
<J,0
<1.0
<1,0
<1.0
<1.0
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<l.0
<l.0
<!.0
<10
<1.0
<1.0
<1.0
<1.0
<1,0
<10
<1.0
<\.0
<10
<l.0
<1.0
<1.0
<10
<l.0
<1.0
<1.0
<!.0
<10
<1.0
<!.0
<l.0
<1.0
<J,0
<1.0
<I 0
<1.0
<1.0
<1.0
<l.0
l'\A
SA
<l.0
<1.0
<1.0
<1.0
I 4
<1.0
<1.0
<1.0
<1,0
<I 0
<1.0
<1.0
<I 0
<1.0
<1.0
<I 0
<\.0
<1.0
<1.0
<1.0
<1.0
<l,0
<1,0
<I 0
<1.0
<1.0
t,;A
l',"A
<LO
<3.0
<3,0
<J,0
<3.0
<3,0
<3,0
<3,0
<J.0
<) 0
<3,0
<J.0
<3.0
<l 0
<3.0
<J.0
<3.0
<3.0
<J.0
<l.O
<3.0
<3.0
<3.0
<3.0
<J 0
<) 0
NA
NA
<J.O
<10
<10
<10
<10
<IQ
<10
<10
<IQ
<IQ
<10
<IQ
<10
<10
<IQ
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
NA
NA
<10
<10 <SO
NOT NALY
1000 400 JSOO
<10
<10
NA
<10
<10
50
<50
<50
NA
<50
<50
1000
-
<S.0
<5.0
<5.0
<l 0
<5.0
<5.0
<5.0
<5.0
<S 0
<5.0
<5.0
<5.0
<5,0
<5.0
<5.0
<S.0
<S,0
<5.0
<S.0
<5.0
<5.0
<5.0
DUE
<5.0
<1.0
NA
<1.0
NA
6)
<l 0
<5.0
8)
<5 0
<50
<S 0
<5,0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<l O
<5.0
<5,0
<5.0
<50
<5.0
<5.0
<5.0
TD
<5.0
<5.0
NA
" <5.0
50
-
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
LAB
«o
«o
NA
<40
NA
100
<50
<50
<lO
<50
<SO
<50
<50
<SO
<50
<50
<SO
<50
<SO
<SO
<50
<SO
<50
<lO
<50
<50
<SO
<SO
LOSS
<SO
<50
NA
<50
NA
50
-
<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
94
<20
5000
<0.30
<0.30
<0 30
<0.30
<0.30
<0.30
<0.30
<1.0
<0 30
<0.30
<0,30
<0 30
<O JO
<0.30
<0 30
<0.30
<0 30
<0.30
<0 30
<0 30
<0.30
<J.0
20
<3.0
<3.0
<) 0
<3.0
<3.0
<3.0
<3,0
<J.0
<J.0
<J.0
<J.0
J3
<J.0
<J.0
<l.O
<J.0
<:J.O
<3.0
<J.0
<0,30 <3.0
METALS SA\iPLE
<O 30 <3.0
<0.30
NA
NA
NA
<3,0
!s'A
NA
NA
15
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
:,/A
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
Ll
<10
<IQ
NA
NA
NA
NA
NA
NA
NA
NA
NA
:,;A
" NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
154
lliiil
<5.0
II
<5.0
<5.0
<5.0
<5 0
<5.0
<5.0
<50
<5.0
<5,0
<5 0
<5.0
<s.o-
<l O
<5.0
<5.0
<5.0
<5,0
<5,0
<5.0
<S.O
<5.0
8
10
21
-
Upper Macon
~1W 23
(DUP)
-
211511996
5/3/1996
5/3/!996
1/30/1996
11/6/1996
214/1997
5/!2/1997
8/6/1997
11/1 !/1997
215/1998
515/1998
816/1998
l !/411998
2/101!999
5/13/1999
8/5/1999
11/J/1999
;'..11712000
5/8/2000
8/212000
1118/2001
7/11/2001
l/15/2002
7/30/2002
112812003
7/l0/2003
1/13/2004
6/281'2004
1/27/2005
<1.0
<1.0
<1.0
<1.0
<LO
<1.0
<LO
<IQ
<IQ
<1.0
<IQ
<1.0
<IQ
<1.0
<1.0
<1.0
<1.0
<\ 0
<1.0
<1.0
<LO
<JO
<JO
<1.0
<J.O
<1.0
<\.O
<\ 0
<I 0
J.9
28
2.8
3.1
0
6.9
S.9
7.J
8.1
9.5
10
9.1
15
14
23
IS
15
22
" 18
16
68
" II
8 2
5.2
L8
J I
4.2
<1.0
<JO
<JO
<!.O
<l.0
L6
).4
17
2.1
L6
<1.0
LI
Ll
I.I
<1.0
11
1.2
11
<l.O
1.5
<l.O
<1.0
I
<1.0
<1.0
17
<1.0
J.9
-
5 I
JS
4.8
6)
4.9
8.2
10
7.9
8.1
II
72
6.1
5.4
7.5
II
6.9
7.6
5.7
7.J
5l
5A
J.9
44
5.8
2.4
L9
<20
<20
<2.0
Remediation Performance tandar 3500 70
NA= No1 Analyzed DL = Dilution DVP-dup!,cai,
-
<2 0
<2 0
<20
<20
<2 0
<2,0
<20
<2.0
<20
<2.0
<2 0
<2,0
<2.0
<20
<2 0
<'.!.O
<2,0
<2 0
<2 0
<2.0
<'.!.O
<2.0
<2.0
<2.0
<20
<2.0
<5,0
<50
<2 0
<J.0
<l.O
I S
<LO
1.:
2.7
J.S
2.3
H
26
H
1.2
1.4
2.1
2.1
I 2
16
16
\J_
L6
L8
1.2
<!.0 u
<1.0
<l.O
<1.0
<1.0
1.4
-
<LO
<l.0
<LO
<l.O
<l.0
I
<1,0
<JO
<:1,0
LI
LS
LI
14
I)
2 I
1.7
14
LS
1.7
I.I
LI
1.4
<l.0
<1.0
<LO
<JO
<1.0
<\ 0
<J.0
200
- - -
Table 9 -
" II
15
20
1,
16
19
1,
15
16
12
15
13
10
12
7.2
7.2
6.3
7.l
6.7
6 5
7.9
8.9
6.6
2.9
26
<l.0 u
28
Groundwater Quality Summary
Macon/Dockery Site
Richmond County, North Carolina
Page10of12
<l.0
<1.0
<JO
<JO
<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
<l.O
<LO
<LO
<JO
<1.0
<i.O
<1.0
<1.0
<1.0
<10
<!.O
<I 0
<l.O
<1.0
<JO
<l.O
<JO
<1.0
<JO
<1.0
<1.0
<1.0
<JO
<JO
<1.0
<1.0
<1,0
<1.0
<1.0
<\ 0
<1.0
<1.0
<1.0
i','.A
i','.A
<!.O
<1.0
<1.0
<1.0
<l.O
I
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1,0
<1,0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<J.0
<!.O
!\A
NA
<JO
1000
<3.0
<3.0
<J.O
<3 0
<3.0
<J.O
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<J,0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<J.0
<J.O
<3.0
<3.0
<J.O
<3 0
KA
NA
<3.0
400
20
<10
<JO
<20
<10
<JO
<10
<10
<JO
<JO
<10
<JO
<10
<JO
<JO
<LO
<JO
<JO
<JO
<JO
<JO
<JO
<JO
<10
<JO
<JO
NA
NA
<10
3500
49
29
<10
'10
<JO
<JO
<IQ
<JO
<10
<JO
<10
<JO
<JO
<JO
15
21
12
<JO
<JO
19
<JO
" <JO
16
<10
<JO
NA
<10
<JO
50
-
230
170
<50
<50
<50
<JO
<50
<50
<50
<50
<50
,50
<50
<50
54
84
<50
<50
<50
51
<50
59
<50
59
<50
<50
NA
<50
<50
1000
-
5.J
<5.0
<5,0
<50
<5.0
<5,0
<5.0
<5,0
<5.0
<5,0
<5.0
<5 0
<5.0
<5,0
<5,0
<5.0
<5.0
<5.0
<5.o
<5.0
<5.0
<5.0
<5.0
<5,0
<50
<1.0
NA
<!.O
NA
1200
900
<5.0
79
" 52
4\
" 41.I
JI
)6
J9
\JO
60
'70
650
260
71
\9(\
200
57
410
10
420
))
58
NA
44
Jl
50
-
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
56
68
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
NA
<40
NA
120
87
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50 ,so
<50
<50
NA
<50
NA
50
-
260
150
<20
)5
<20
<JO
<20
<20
<20
<20
<20
<20
41
<20
52
74
47
<20
25
64
<20
96
<20
58
<20
<20
NA
<20
<20
5000
<0.)0
<0.30
<0.30
<0.30
<0,30
<0.30
<0,30
,.1
<1.0
<O JO
<0.30
<0.30
<0.30
<O JO
<0.30
<0.30
<0.30
<0.30
<0.30
<O 30
<0.30
<O.JO
<0.30
<OJO
<0.30
<0.30
NA
<0.30
NA
28
21
<3.0
l.5
<3.0
<3.0
<3.0
470
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
6.2
J.6
<3.0
<).0
40
<J.O
5.1
<J.O
4.l
<3.0
<J.O
NA
<J.O
NA
15
0.22
<0.20
<0.20
<0.20
<0.20
<0.20
0.08
<0.20
NA
<0.20
<O 20
<0.20
<O 20
<020
<0.20
<0.20
<0.20_
<020
<0.20
<0.20
<0,20
<0.20
<020
<O 20
<0.20
<020
<0.20
<0.20
<0.20
I.I
<JO
<JO
<JO
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
154
liilii
1400
340
<50
JS
20
15
140
19 1,
<5.0
9
)6
15
I 10
I 10
91
18
34
\JO
27
I 10
<5 0
\JO
16
31
12
18
II
-
Lo½er \!aeon :-.m: 13
(DL)
-
2/141\996
2/)411996
5/2/1996
7/30/1996
l l/6/1996
2/4/1997
51)211997
8/6/1997
11/l l/1997
2/511998
5/6/1998
81711998
l 1/411998
2/10/1999
5/13/1999
8/511999
l l/3/1999
2/16/2000
5/8/2000
8/2/2000
1/17/2001
7/1 l/2001
J/16/2002
7/30/2002
1/2812003
7/10/2003
!/IJ/2004
6/2812004
1/2712005
-
<1.0
<10
<1.0
<20
u
<10
<2 0
<2 0
<5
<l.O
<2 0
<LO
<1.0
<1.0
<10
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<10
<10
<1.0
<10
--
80 25 4,9
76 20 4,9
63 15 <l.O
88 24
66 17 23
71 12 3.3
99 29 2.2
61 4,2 <20
62 <5 <5
67 ! ! 1.6
35 14 <20
39 12 <1,0
24 6,8 <1.0
23 3,7 <:].0
29 64 <1,0
15 2.6 <IO
11 1.7 <1.0
85 1.2 <IO
64 10 <1.0
-4,0 <1.0 <1.0
l.8 <1.0 <J.O
~Ol Sampled Due to
Not Sampled Due 10
Not Sampled Due 10
Xot Sampled Due to
-1.-l 1.9 <1.0
<1.0 <1,0 <2.0
1.0 <1.0 <!.O
<!.0 <1.0 <2.0
3500 70
DUP duphot11~
--
<2.0 2.7 91E
<2,0 <J.0 85
<2.0 13 47
<4,0 <2 0 67
<2.0 <LO 48
<2,0 12 50
<4 0 <2.0 85
<4 0 <2.0 40
<10 <5 JS
<2 0 <1,0 49
<4.0 <2.0 JS
<2 0 <1.0 40
<2.0 <1.0 25
<2.0 <1.0 22
<2.0 <1.0 35
<2.0 <1.0 17
<2.0 <1.0 l2
<2.0 <1.0 9 4
<2.0 <l.O 7.5
<2.0 <1.0 5.7
<2.0 <1.0 3.1
Dry Conditions
Dry Conditions
Dry Conditions
Dry Conditions
<2.0 <l O •U
<5,0 <1.0 1.0
<S.O <l.0 1.5
<2,0 <IO <1.0
200
-- -
Table 9 - ----
14
11
<2 0
5.2
4.8
5'
6 8
<2 0
<5
36
4'
53
22
25
2 2
<1.0
<1.0
<I 0
<1.0
<1.0
<I 0
<l.O
<LO
<1.0
<LO
2.8
Groundwater Quality Summary
Macon/Dockery Site
Richmond County, North Carolina
Page 11 of 12
<1.0
<1.0
180
<2,0
<1.0
<1.0
<2,0
<2.0
<5
<1.0
<2.0
<1.0
<1.0
<1.0
<l.0
<1.0
<1.0
<1.0
<1.0
<J.0
<1.0
<1,0
<1.0
<1.0
<1.0
1.2
<10
<l.O
2.5
1.4
12
<20
<2 0
<5
<1.0
<2,0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<i.O
<1.0
<1.0
NA
NA
<1.0
<1.0
<1.0
<1.0
<20
<1,0
<1.0
<20
<2 0
<5
<1.0
<2.0
<].0
<1,0
<1,0
<1.0
<1.0
<10
<1.0
<LO
<1.0
<I 0
<1,0
NA
NA
<1.0
11100
<3.0
<3,0
<3 0
<SO
<3.0
<) 0
<6,0
<6.0
<15
<3.0
<6.0
<3.0
<3.0
<J.O
<J.O
<3.0
<J.O
<J.O
<J.O
<3.0
<J.O
<J.O
NA
;,.:A
<) 0
,oo
<10
<10
<10
<10
<10
<10
<20
<20
<50
<10
<20
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
KA
:,;A
<10
)500
27 550 <5.0
<JO <SO <S.O
20 780 <S 0
27 960 5.5
16 520 <5.0
1-1 570 <S.0
1-1 280 <5,0
15 560 <50
11.9 356 <5.0
11 310 <50
<!O !40 <5.0
<!O !70 <S.O
18 360 <5.0
27 860 <5 0
25 590 <S.O
36 1000 66
56 600 <5.0
20 340 -<5.0
JO 450 <S.O
17 530 <S.O
13 520 <5.0
Not Sampled Due
Not Sampled Due
Not Sampled Due
Not Sampled Due
lO 170.0 <l.O
<JO 120.0 <l.O
-17 560 3,4
<IO 210 :-.A
50 1000
870 <40 65 120
<S.O <40 <50 <20
1000 <40 79 160
1500 <40 I 10 260
760 <40 60 110
850 <40 58 130
320 <40 <SO 52
760 <40 60 140
440 <40 <50 93
390 <40 <SO 82
\JO <40 <50 -11S
150 <40 <50 62
4!0 <40 <SO 130
1300 <40 100 260
800 <40 60 180
1400 <40 130 260
750 43 58 560
400 <40 <SO S4
560 <40 <SO DO
660 <40 <50 100
580 <40 <50 83
To Dry Conditions
To Dry Conditions
To Dry Condi!ions
To Dry Conditions
160 <40 <SO 38 0
54 <40 <50 4),0
760 <40 67 150
2!0 :-.A NA 28
50 100 50 5000
1!11!!!
<O 30
<0.30
<O 30
0.31
<0.30
<0.30
<0.30
<O.JO
<l.O
<O 30
<0.30
<0.30
<0.30
<0,30
0.39
<0.30
<0.30
<0.30
<O.JO
<0.30
<0.30
<0.54
NA
NA
NA
17
<3.0
20
33
13
16
6.2
8.7
5.5
73
<3.0
<3.0
7.1
27
16
'" -14-
<).0
7.8
11.0
81
<J.O
<) 0
20
<3.0
IS
1.7
<020
1.,
0.53
<O 20
°'' 0.53
0.3!
<O 20
0.37
<0.20
0,22
0 JO
<0.20
0.50
0.25
0.47-
0.22
0.36
0.22
0.43
<0.20
<0.20
<0.20
<0.20
LI
<10
<10
<10
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
15'
liiiil
910
<5.0
2!00
2000
730
870
400
1200
84
ISO
17
17
-120
1500
640
_ 1600
780
260
460
690
1900
66
<5.0
880
110
--
M\\'ll 2/14/1996
5/2/1996
7/30/1996
l l/6/1996
2/4/1997
5/12/\ 997
81111997
l !/I 1/1997
2/5/1998
5/6/1998
8/6/1998
l l/4/l998
2/1011999
5/IJ/1999
8/5/1999
1113/1999
2116/2000
5/812000
8/2/2000
l/17/2001
7(.!01'..'001
1/15/2002
i/J0/2002
1128/2003
7110/2003
1/13/2004
6/28/2004
l/28/2005
Remediation Perfo Standar
:-.A~ :-:m Analy, DL ~ ilution
0
<1.0
<1.0
<1.0
<1.0
<1.0
<l.O
<1,0
<1.0
<10
<1.0
<10
<1.0
<1.0
<1.0
<1.0
<LO
<1.0
<1.0
<LO
<LO
<1.0
<2.0
<2.0
<2.0
<I 0
<1.0
<l.O
<1.0
-
55
3,6
J.I
-U
44
5.5
8.6
9A
S.S
7.J
4.7
J.S
" 4
56
14
13
14
5.7
47
50
47
21
5.6
J.7
11
3500
DUP • dupl,c.a1<
6.J
5,3
4.4
J 4
5.6
6.5
42
62
42
44
u
<1.0
<1.0
<1.0
<1.0
<LO
<LO
<10
·<l.O
J.O
<1.0
<2.0
7.3
5.1
J.I
<10
<1.0
17
- -
1.4 <2,0
<1.0 <2 0
U <2,0
<1,0 <20
<1.0 <2.0
<1.0 <2 0
LI <2.0
2,5 <2 0
<2,0
3.l <2 0
3.1 <2 0
l.8 <2 0
1.7 <20
2.4 <2 0
2.2 <2 0
2.6 <2 0
2 6 <2 0
2 6 <2.0
1.7 --<2.0
I 2 <2.0
<!.O <2.0
<2 0 <4,0
2.8 <4,0
<20 <40
<2.0
<2 0 <5.0
<2.0 <S.O
<LO <2.0
70
<LO
1.4
<10
<l.0
<10
<l.O
<l.O
<l.0
<l.O
1.7
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<i.O
<1.0
<1.0
<LO
<1.0
<2 0
<2.0
<2.0
<1.0
<1.0
<1.0
<1.0
-
3.2
1.7
LS
L9
2.7
2.9
2.8
J
2.6
24
1.5
<1,0
<1,0
<10
<10
<1,0
<10
IJ
14
2.0
15
J.7
4.7
4 J
L8
<1.0
<1.0
LO
200
-- --
J.I
25
2.3
H
u
" J.I
44
2,8 u
J.9
22
24
2.9
2.3
2.9
2.4
2.8
2.2
L6
<2 0
<2 0
<20
<1.0
<10
<1.0
<l.O
2.8
Table 9
Groundwater Quality Summary
Macon/Dockery Site
Richmond County, North Carolina
Page12of12
<2.0
<2 0
<LO
<J.0
<LO
<l.O
<10
<1.0
<l.O
<I.O
<l.O
<1.0
<l.O
<l.O
<J.0
<1.0
<J.0
<LO
<LO
<1.0
<1.0
<2 0
<2.0
<2.0
<1.0
<1.0
<1.0
<1.0
<2 0
<2.0
<IO
<10
<1.0
<LO
<1.0
<10
<l.O
<LO
<LO
<LO
<LO
<10
<l.0
<l.O
<10
<1.0
<1.0
<1.0
<1.0
<2 0
<2.0
<2.0
<10
<l.O
<10
<1.0
<2 0
<2.0
<1,0
<I 0
<1,0
<i.O
<l.O
<10
<l.0
<10
<10
<l.O
<1,0
<10
<1.0
<l.O
<1.0
<1.0
<1.0
<1.0
<1.0
<2.0
<2,0
<2 0
<1.0
<10
<1.0
<1.0
1000
<6.0
<6,0
<J.0
<3,0
<3.0
<3.0
<3,0
<3 0
<3,0
<) 0
<J.O
<3.0
<3.0
<3.0
<3.0
<) 0
_<J.O
<) 0
<J.O
<3.0
<3.0
<6.0
<6.0
<6.0
<J.O
<2.0
<2 0
<3.0
400
<20
<20
<IO
<10
<IO
<10
<IO
<10
<10
<IO
<IO
<IO
<10
<10
<10
<10
<10
<10
<10
<IO
<IO
<20
<20
<20
<IO
<25
<25
<IO
3500
41
I)
I)
<IO
II
17
<10
<10
11
" I)
<IO
11
11
<10
II
<10
19
JO
<10
10
II
<10
<IO
<IO
<JO
12
<IO
50
-
270
110
73
<50
93
67
71
<50
79
100
82
<50
83
6'
73
75
<50
120
200
60
<50
" <50
<50
<50
<50
<50
NA
l000
--
<5.0
<5,0
<5 0
<5,0
<5.0
<5,0
<5 0
<5,0
<5,0
<5.0
<5 0
<5.0
<5,0
<5,0
<5 0
<5,0
<5_0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<J.0
<1.0
<1.0 :-:A
2200 <40
780 <40
650 <40
270 <40
760 <40
480 <40
520 <40
245 <40
630 <40
770 <40
650 <40
J !O <40
6!0 <40
460 <40
480 <40
520 _<40
240 <40
940 <40
1700 <40
410 <40
110 <40
500 <40
180 <40
210 <40
44 <40
II <40
]3 <40
290 NA
50 100
160
52
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
62
120
<50
<50
<50
<50
<50
<50
<50
<50
NA
50
-
260
96
96
39
9J
67
60
37.7
65
82
66
)7
6J
48
54
51
<20
100
180
66
<20
51
22
22
<20
<20
46
NA
5000
<0,30
<O 30
<0.JO
<0.30
<O.JO
<0.JO
<0.30
<l.O
<0.3
<OJ
<0.30
<0.JO
<O JO
<0.30
<0.30
<0.30
<0.30
<0.30
<O 30
<0.30
<0.30
<0.30
<0.30
<0.30
<0.46
NA
NA
<O JO
39
" " ,.,
12
9.J
7.6
<3.0
10
IO
10
<J.O
7.1
8.0
8.1
7.4
<JO
13.0
24 0 ,.,
<J.O
7.1
<3.0
<3.0
<J.0
<3.0
<J.0
4.6
15
NA
NA
NA
NA
}.A
NA
" NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
N"A
N"A
NA
NA
NA
" NA
I.I
<10
<10
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
.NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
:-.A
154
800
230
260
170
260
JOO
2'0
130
BO
290
210
120
340
180
_280 -
310
92
500
980
260
53
210
" 140
22
17
" 41
-
B TABLE 10
Air Quality Summary
Macon/Dockery Site -Richmond County, North Carolina
I Page 1 I
I
Sample I Date I Chloroform 1,2-Dichloroethene Toluene
,ocation m1!'/m3 m1!/ni3 m2/m3 m!Ym3
E-01 2/22/1996 <10 <10 <IO <10
6/5/1996 <10 <10 <IO <IO
711/1996 <10 <10 <JO <10
11/8/1996 <10 <10 <10 <10
I I 6123/1997 <10 <10 <10 <JO
11/13/1997 <2.0 2.3 <2.0 <2.0
' 6/19/1998 <2.0 <2.0 <2.0 <2.0
11/4/1998 <2.0 <2.0 <2.0 <2.0
I 5/13/1999 <2.0 <2.0 <2.0 <2.0
11/3/1999 <2.0 <2.0 <2.0 <2.0
5/8/2000 <1.0 <1.0 <1.0 <LO
I
OW-\ 2/22/1996 <10 <ID <10 <10
6/5/1996 <10 <10 <IO <10
7/1/1996 <10 <10 <10 <10
11/8/1996 <10 <10 <10 <10
6/23/1997 <10 <10 <10 <10
I 11/13/1997 <2,0 <2.0 <2.0 <2.0
6/19/1998 <2.0 <2.0 , <2.0 <2.0
11/4/1998 <2.0 <2.0 <2.0 <2.0
' 5113/1999 <2.0 <2.0 <2.0 <2.0
I 111311999 <2.0 <2.0 <2.0 <2.0
5/8/2000 <1.0 <1.0 <1.0 <LO
OW-3 2/22/1996 <10 80 <10 <10
' 6/5/1996 <10 <10 <10 <ID
I 7/1/1996 230 <10 <10 <10
11/8/1996 <10 <10 <10 <10
6/23/1997 <10 <10 <10 <10
11/13/1997 <2.0 <2.0 <2.0 <2.0
I 6/19/1998 <2.0 <2.0 <2.0 <2.0
11/4/1998 <2.0 <2.0 <2.0 <2.0
5113/1999 <2.0 <2,0 <2.0 <2.0
11/3/1999 <2,0 <2.0 <2.0 <2.0
51812000 <l.0 <1.0 <1.0 <1.0
I ' ow.s 2/22/1996 <10 380 <10 <10
I 615/1996 <10 <10 <10 <10
11/8/1996 <10 <10 <10 <10
I ' 6/23/1997 <10 <10 <10 <10
11/13/1997 <2.0 <2.0 <2.0 <2.0
6/19/1998 <2.0 <2.0 <2.0 <2.0
I 1/4/1998 <2.0 <2.0 <2.0 <2.0
5/13/1999 <2.0 <2.0 <2.0 <2.0
I 111311999 <2.0 <2.0 <2.0 <2.0
: 5/8/2000 <1.0 <1.0 <1.0 <1.0
SVE Exhaust 2/14/1996 <10 <10 <10 45
I 211511996 <10 <10 <10 43
2/1611996 <10 <10 <10 73
413/1996 <10 <10 . <10 <10
6/5/1996 <10 <10 <10 <10
' 7/1/1996 <10 <10 <10 <10
I ' 8/1/1996 <10 <10 <10 <10
2/5/1997 <10 <10 <10 <10
6/23/1997 <10 <10 <10 <10
8/7/1997 <2.0 <2.0 <2.0 <2.0
I 11/13/1997 <2.0 <2.0 <2.0 <2,0
I 2/6/1998 <2.0 <2.0 <2,0 <2.0
5/7/1998 <2.0 <2.0 <2.0 <2.0
' 8n/!998 <2.0 <2.0 <2.0 <2.0
I
11/4/1998 <2.0 <2.0 <2.0 <2.0
' 2/11/1999 <2.0 <2.0 <2.0 <2.()
5/13/1999 <2.0 <2.0 <2.0 <2.0
8/5/1999 <2.0 <2.0 <2.0 <2.0
11/3/1999 <2.0 <2.0 <2.0 <2.0
I 51812000 <1.0 <1.0 <1.0 1.2
8/3/2000 <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
ample
r ...,.ation
VE Inlet Line
I
I
r Dockerv Air Stack
'
' I
;
I
'
I
I
I
I
'
I
Lower Dockerv Air Stack
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I
1
'
I
I
'
TABLE 10 I
Air Quality Summary
Macon/Dockery Site -Richmond County, North Carolina
Page 2
Date Chloroform 1,2-Dicbloroethene Trichloroethene Toluene
-•'m3 m1!/m3 mp,/m3 ml!l'm3
615/1996 57 <10 <10 <10
7/1/1996 <10 <10 <10 <10
2/16/1996 <10 <10 <10 <10
4/3/1996 <10 <10 <10 <10
6/5/1996 <10 <10 <10 <10
7/1/1996 <JO <10 <10 <10
8/1/1996 <10 <10 <10 <10
11/8/1996 <10 <10 <10 <10
2/511997 <10 <10 <10 <10
5/12/1997 <10 <10 <10 <10
8/7/1997 <2.0 <2.0 <2.0 <2.0
11/13/1997 <2.0 <2.0 <2.0 <2.0
216/1998 <2.0 <2.0 <2.0 <2.0
5ntl998 <2.0 <2.0 <2.0 <2.0
8ntl998 <2.0 <2.0 <2.0 <2.0
11/4/1998 <2.0 <2.0 <2.0 <2.0
211111999 <2.0 <2.0 <2.0 <2.0
5/13/1999 <2.0 <2.0 <2.0 <2.0
81511999 <2.0 <2.0 <2.0 <2.0
1113/1999 <2.0 <2.0 ' <2.0 <2.0
51912000 <l.O <1.0 <1.0 <1.0
813/2000 <1.0 <1.0 <1.0 <i.O
1/18/2001 <1.0 <1.0 <1.0 <1.0
7/11/2001 <1.0 <LO <1.0 <1.0
111612002 <1.0 <LO <1.0 <1.0
7131/2002 <1.0 <1.0 <1.0 <1.0
112812003 Svstem Down -Not Samn]ed
7/1612003 Svstem Down • Not Samnled
1/13/2004 <1.0 <1.0 <1.0 <1.0
6/2812004 <1.0 <1.0 <1.0 <1.0
1127/2005 <1.0 <1.0 <1.0 <1.0
8125/2005 <1.0 <1.0 . <1.0 • <1.0
4/3/1996 <10 <10 <10 <10
8/1/1996 <10 <10 <10 <10
11/8/1996 <10 <10 <10 <10
511211997 <10 <10 <10 <10
I 1/13/1997 <2.0 <2.0 <2.0 <2.0
21611998 <2.0 <2.0 <2.0 <2.0
5/7/1998 <2.0 <2.0 <2.0 <2.0
8/7/1998 <2.0 <2.0 <2.0 <2.0
111411998 <2.0 <2.0 <2.0 <2.0
2/11/1999 <2.0 <2.0 <2.0 <2.0
5/13/1999 <2.0 <2.0 <2.0 <2.0
815/1999 <2.0 <2.0 <2.0 <2.0
11/3/1999 <2.0 <2.0 <2.0 <2.0
5/9/2000 <1.0 <1.0 <1.0 <1.0
81312000 <1.0 <1.0 <1.0 <1.0
1/00/01 Svstem Down -Not Samnled
4/24/2001 <1.0 I <1.0 <1.0 I <1.0
7/11/2001 Svstem Down -Not Samnled
7/31/2002 Svstem Down -Not Samnled
112812003 Svstem Do\\111. -Not Samoled
711612003 <1.0 I <LO <1.0 I <1.0
1/13/2004 <1.0 I <1.0 I <1.0 I <1.0
6/28/2004• Remediation Svstem Susoended • Samolc Not Collected
1/27/2005• Remediation Svstem Susnended • Samnle Not Collected
8/25/2005 Remediation Svstem Sus=nded • SamnJe Not Collected
I I
•tower Dodeiy Groundwater Remediation Sy~tem Suspended on 311 CJ/04. Sample nlll collected or analy1ed.
I
I
I
I
I
I
I
'l~mp~e Location
Macon Source Air Stack
'
I I
I
i
I I
I
'
I '
I
I ' '
I
' I I
I
I
I
I
I
I
TABLE 10
Air Quality Summ~ry
Macon/Dockery Site -Richmond County, North Carolina
Page 3
II
Date I Chloroform 1,2-Dichloroethene Trichloroethene
m1Um3 mPlm3 mulm3
211611996 <10 <10 <10
4/3/1996 <10 <10 <10
5/3/1996 <10 <10 <10
6/5/1996 so <10 <10
7/1/1996 <10 <10 <10
8/1/1996 <10 <10 <10
1118/1996 <10 <10 ' <10
2/5/1997 <10 <10 <10
5/12/1997 <10 <10 <10
R/7/1997 <2.0 <2.0 <2.0
1111311997 <2.0 <2.0 <2.0
2/6/1998 <2.0 <2.0 <2.0
sn/1998 <2.0 <2.0 <2.0
&n/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
5/1311999 <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
51812000 <1.0 <1.0 <1.0
81212000 <1.0 <1.0 <1.0
Ill 812001 <1.0 <1.0 <1.0
7/11/2001 <1.0 <1.0 <1.0
1/16/2002 <LO <1.0 <1.0
7/31/2002 <1.0 <1.0 <1.0
1/28/2003 Svstcm Down -Not Samnlcd
711612003 <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
812512005 <1.0 <1.0. <1.0 ~
Toluene
molm3
<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
<LO
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<LO'
✓
I
I
I Sample
Location
U/L Macon Air Stack
I
I I
I
I
I
I '
I
'
I
I
I
I
I Pro--rt,7 Line
I '
i
!
I I
I ~
'
I
I
I I
'
I
I
I
TABLE 10
Air Quality Summary
Macon/Dockery Site -Richmond County, North Carolina
Page 4
Date Chloroform 1,2-Dichloroethene Trichloroethene
mll'lm3 mPlm3 me/mJ
2/16/1996 <10 <10 <10
513/1996 <10 <10 <10
6/5/1996 <10 <10 <10
7/1/1996 850 <10 29
8/1/1996 <10 <IO <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
517/1998 <2.0 <2.0 <2.0
8nl\998 <2.0 <2.0 <2.0
11/4/1998 NS NS NS
2/11/1999 <2.0 <2.0 <2.0
5/13/1999 <2.0 <2.0 <2.0
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 <LO <1.0
8/2/2000 <1.0 <1.0 <1.0
1/00/00 S'-'stem Down -Not Samn\ed
4/24/2001 <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 NOT SAMPLED SYSTEM
1/28/2003 <LO <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 Svstem Down -Not Sam"\ed
1/27/2005 <1.0 <1.0 <1.0
8/25/2005 <1.0 · <1.0 . <1.0 •
2/16/1996 <10 <10 <IO
4/3/1996 <10 <IO <10
5/3/1996 <10 <10 <IO
6/5/1996 <10 <10 <10
7/1/1996 <IO <10 <10
8/1/1996 <10 <10 <IO
11/8/1996 <10 <10 <IO
2/5/1997 <IO <10 <IO
5/12/1997 <10 <IO <10
8n/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
2117/2000 <2.0 <2.0 <2.0
5/8/2000 <1.0 <1.0 <1.0
Toluene
me/mJ
<10
<10
<10
<10
<10
<10
<10
<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
OOWN
1.3
<1.0
<1.0
<1.0
<1.0
<10
<10
<10
<10
<10
<10
<IO
<10
<10
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<1.0
8/3/2000 0 Not ana\vzed Tcdlar bao deflated durino samnlc shinment ..
1/18/2001 <1.0 <1.0 <1.0 <1.0
7/11/2001 <1.0 <1.0 <1.0 <1.0
1/16/2002 <1.0 <1.0 <1.0 <1.0
7/31/2002 <1.0 <1.0 <1.0 <1.0
1/28/2003 <1.0 <1.0 <1.0 <1.0
7/16/2003 <1.0 <1.0 <1.0 <1.0
l/13/2004 <1.0 <i.O <1.0 <1.0
6/28/2004 <1.0 <1.0 <1.0 <1.0
1/27/2005 <1.0 <1.0 <1.0 <1.0
8/25/2005 <1.0 . <1.0 . <1.0 <1.0
✓
I
I System
Upper Dockery
I
I
I
I
I
I
I 12-1-Ba kl 12-31-98
12-31-9flto 1-27-99
1-27-99 kl 2-23-99
2-23-99 to 3-30-99
I 3-30-99 lo 4-29-99
4-29,-99 to 5-27 .99
5-27-99 to 8-24-99
6-24-99 to 7-29-99
7-29-99 to 8-27-99
I 6-27.00 10 9.z,.99
9-27-9910 10-29-99
10-29-99 to 11-24---99
\ 1-24•99 to 12-30-99
12-30-99 to 1.21.00
I 1-21-99 lo 2-2S-OO
3-1-00103-31--00
3-31-00 to 4-27-00
4-27-00 to 5·28-00
I 5-26--00 to 6-30-00
6-30--00 to 7-2S-OO
7-2S-OO lo 8-29---00
8-29-00 lo 9-25-00
9-25-0010 10-28-00
I 10-26--00 to 1-26--01
1-26-01 to4-20---01
4-20-01 to 7-19-01
7-19-0110 10..16-01
11-6-01 to 02-08,02
I 5-1-02107-31--02
811/0210 10/31/02
\111/0210 1131/03
211/0310 4/30/03
5/\/03 to 7131/03
I !l/t/03 to 10/31/03
1111/0310 1131/04
211104 to 4130/04
5/1/04 to 07/31/04
07/31/0410 10/31/04
I 11/01/04 to 01/31/05
211/05 to 04/30/05
511/0Sto7/31/0S
I
TABLE11 i
SUMMARY OF MASS voe REMOVAL ESTIMATES
MACONfDOCKERV SITE
RICHMOND COUNTY, NORTH CAROLINA
PAGE 1 OF 4
Average Totel
Flow Volume tor voe Pounds ol voe .., .. """" Concentmlkm Removed For Penix Cumulllliwl voes Removed
(gallons) '""'-' ' (Ptiunds) (Pounds)
Mar•96 .(00,155 196 '" 0.65
Apr-96 286,151 '" ,.so 1.15
"'•" 66,626 m 0.10 1.25 ,, ... 97,350 '" 0.10 1.l5
Ju!-96 163,.(26 '" 0.15 '"' ,.,, ... 218,330 "' 0.52 2.02 .. ~ .. 149.420 ,., 0.35 2.37
Od-00 140,191 , .. 0.33 2.70
Nov-00 438.013 ,.. 1.07 3.77
O..c-96 11!11,903 '" '" 4.17
Jar>-97 294,071 '" on 4.89
Fot>-97 267.596 m "' 5,16
Mar-97 250,068 '" "' s-'•s
Apr-97 276,556 '" 0.30 5.75
• May-97 289,938 " 0.18 5.93
Jun-97 135,575 " '"' '" Jul--S7 "·"' " '"' 6.08
Aug-97 70,967 ,. 0.03 6.11
Sep-97 56,256 ,. "' 6.14
Oci-97 277.505 " 0.12 '"' Nov-97 143,168 '"' 0.13 6.39
Dec-97 78,332 '"' 0.07 ,..
Jon-98 103,968 "' '·"' 6.55
Fet>-96 296,588 99.3 '" 6.80
MAr-98 326,525 "' "' 7.07 ... ~, 419,475 99,3 0.35 7.42
May-98 «0,446 , .. '·"' 8.32
Jun-98 200,192 , .. 0.41 8.73
Ju1•98 337.048 , .. 0.69 ,.,
Aug-98 432,719 ,., . 0.53 '" Sap-98 411,677 146.4 '"' 104S
Oct-98 439,378 "" '·" \0,99
Nov-98 382,586 '" , 0.49 11 48
Dec-9fl 500,450 "' '067 12.1S
Jan-99 552,700 '" : 0.74 12 89
Feb-99 524,380 " "' 13.31
Mer-99 814,84\ " 0,49 13 ao
Aj)(-99 571,148 " 0.45 14.2S
May-99 524,3"'9 139,4 0.61 ,. "
Jun•99 431,742 1394 ,.so '"' Jul-99 392,518 139,4 '" "" Aug 99 190,407 "' ,,, ""' Sap-99 303,910 "' '35 16.39
""·" 364,213 "' 0.42 1681 N~_,, 277,055 "' "' 1723
""'·" 389,943 '" 0.59 17.82
Jan-00 238,733 "' '" 18.18 ,,.., ' "' 000 18 18
Ma!·OO 176,609 '" 0.27 1845 ,,,_., 16-4,9\4 "' 0.25 18,70
M11y-00 419,400 72.9 0.25 18,95
Jun-00 104,658 72.9 '·"' \9 01
Jul-00 80,000 72.9 0.05 ""' A"'.()() 133,575 "' 0.08 19.14
S.,-00 129,2'06 72.0 o.oa 19.22
Cd.()() 14M04 n.o '"' 19 31
Jon--01 615,761 '" "' 19.76
"""' 526,427 '" 0.39 20.15
Ju/-01 500,547 101,9 "' "'" Oct-01 784,060 101.0 "' 21.30
Jan•02 529,867 '" '" 21.70
Jul,02 78,922 ,so.a 0.10 ,, .,
Oci-02 101,740 150,0 0.13 21,93
Jan-03 53,345.2 150 0 "' "" Apr--03 127,873 0 '"'' 0.16 22.16
Ju!•03 60,516 0 179,7 '" ,,,,
Oci-03 1.097.205 4 179,7 '" 23 89
Jan-04 681.1990 "" 0.76 24.65
Jon-04 521,EMSO 133 3 "' 25 23
Jan-04 637,264 0 133.3 0.71 " ..
Jnn-04 617,862 0 133.3 "' 26.63
Jun-OS 708,874 0 115 0 "' 27.31
Jan-05 910,315 0 115 0 "' 28.16
Aug.OS 508,558 0, 99 3 • 042. 2660,
I
B
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I
! I
I
I
I
TABLE 11
SUMMARY OF MASS voe REMOVAL ESTIMATES
MACON/DOCKERY SITE
RICHMOND COUNTY, NORTH CAROLINA
PAGE20F 4
Average T olal ' Flow Volume !or ,oc Pounds or voe
System """· Period Concontntllon Rern<MKI F"' Penoc Cumulabve voes Removed
(gall0111<) (ug,1..) (Pourlds) (Poonds)
LOW8r Dockery Mar•96 328,448 200 0.55 055 ...... 191,090 ,so 02' 0.79
"''" 245,715 ,., 0.30 1.09
Jun.W 8.619 '52 "' 1.10
Jul-96 151,827 '52 0.19 1.29
Aug.96 126,232 '" 0.18 "' Sep-96 63,833 HO 00, '" Oct·OO 460,3nl '" 0.65 22'
Nov-96 103,210 1408 0.22 2.43
Dec-90 137,SIM 140 8 0.16 2.59
Jen-97 2&1,202 1.-0.e 0.3' 2.93
FQb-97 90,912 140.8 0.11 "" Mer•97 271,823 '" 0.25 "' Apr-97 180.560 '" 0.17 ,.,
May-97 684,855 '" O." 4.12
Jun-97 501,987 '" 0.49 "' Ju!-97 581,027 '" 056 5.17
Aug-97 414,199 .. 0.29 5.,
Sep-97 481,049 .. 0,.. 580
Oci-97 457,604 .. 01' '" Nov-97 308,483 62 0.16 0"
l)ec.97 272,079 " 0.14 6.'42
Jan-98 786,5"'8 " "' "' Feb-98 123,013 57.B 000 6.89
Mur-98 287,027 57.9 0.14 7.03
Apr-98 452,535 57,9 "' 7.25
May-96 1'\,936 56.0 0.07 7.32
Jun-98 453,014 560 0.21 7.53
Jul-BB ""·"' 56.6 0.24 7,77
Aug-98 453.131 62.2 0.23 000
Sap--98 591,<461 62.2 0.31 8.31
Oct-98 471,729 62.2 0.24 8.55
Nov-98 642,213 520 0.28 "' 12-1-98 to 12-31-98 Dac-98 415.550 52.6 o,o 9.01
12-31-98 IO 1-27-99 Jan-99 361,051 520 0.16 9.17
1-27-99 10 2-2'.J..99 Feb-99 522,107 "2 o.,s 9.32
2·23-99 to 3-30-99 Mar-99 622,194 352 0.16 '" 3-30-99 to 4.29-99 ...... 7o.l,292 352 0.21 "' ,\-29-99 to 5-27-99 May-99 561,688 ., 0.23 , ...
!>-27-99tofl..24·99 Jun-99 427.905 ., OH 10.11
6-24-99 to 7-29-99 Jul-99 473,998 ., 0,19 "30
7-29-99 to 8-27 -99 Aug-99 226.628 "' '"' 10 37
B-27-99 to 9-27-99 Sep-IX! 459,303 "" 0.1<4 1051
9-27-9910 10-29-99 Oct99 591.217 "·' 0.16 1069
10-29-99 to 11-24--99 Nov-99 464.502 " '"' 10,78
11-24-99!0 12-3D-99 Dec-IX! 4<47,951 " 0 00. 10,86
12-30-99 to 1·21·00 Jan•OO 503,520 22 "' 10.95
1-;11-00 to 02-25---00 """' 95.167 22 002 10.97
3-HIOtoJ-31-00 Mor-00 235,556 22 °'" 11.01
3-31-00 to 4-27-00 Apr-00 212.338 22 °'" 11 05
4-27-00 to 5-26-00 ,.,,.,,, <465,769 '°' 0,12 11.17
5--26--00 to 6-30-00 Jun-00 382.997 30,3 0.10 11.27
6-30-00 to 7-26-00 Jul-00 500,849 30,3 0,13 11.◄0
7-26--00 to fl..29-00 Aug-00 264.722 37.5 o.oa 11.49
8·29-00 to 9-25--00 , . ...., 567,633 37.S o,o 1\ 67
9-25-00 to 10-26--00 Oct-00 512.427 37.5 0.16 11.63
10-213-00to 1-26-01 Jan-01 769,926 '" 0.24 12.07
1-26-01104-20-01 Apr-01 125,969 '" OO< 12.11
4·20-0t to 7-19-01 Jul-01 927,723 37,5 02' 1240
7-19-01 to 10-1fl..01 Oct-0, 162,133 37.5 °'" 12.45
11-06-01 to 02-08-02 Jan,02 1,705 37,5 0 00 1245
s-1-o,•107-31-02 Jul-02 577,o.l8 37.5 0.16 1263
811/0210 T0/31/02 Oc1-02 160,412 37,5 005 12.68
1111/02!0 1131/03 Jan-03 7.031 37.S 0.00 1268
1111/0<!to 3J1<4/03 Mar-03 \0,624 "' 0 00 12.68
2/t/03 to 4/30.03 Apr-03 513.265 28.7 0,2 1260
5/1/03to71J1/03 Jul-OJ 1,042,935 4 ,., "' 12.89
B/1/031310131/03 Oct 03 218,037.103 " 0 0, 12,91
1111/03!0 1/31/04 Jan-04 659,633 5 as '·" 12.95
"2/1/04 lo 3119/04 "'" 553,\93.290 as 003 . 12.98
Used Octct>er 2000 influent analytical dota to CHI cul Ate maS!. removal esbmol!tS for penod 0110-26--00 to 1-26-01
due to system opernl>onal problems
'Lower Dockeiygrounowater remediabon syslem shut down on 3119/04
✓
I
I
System
I Macon Source Area
I
I
I
I
I
I
I 12-1-98 !o 12-31-98
12-31-98 to 1-27-99
1-27-99 !o 2·23--99
2-23--9910 3--30-99
3--30-99 to 4-29--99
I 4-29-99 to 5-27-99
5-27-99 to 6-24-99
6-24-99 lo 7-29-99
7-29-99 to 6-27-99
6-27-99 to 9-27-99
I 9•27-99to ,0.29.99
1 0-29-99 to 11-24-99
11-24-99 !o 12-30-99
12-30-99 to 1-21-00
1-21.00102-25--00
I 3--1-00tol-31-00
3-31-00 to 4-27-00
4·27-00 to 5-26-00
5-26-00 to 6-30---00
6-30-00 to 7-26-00
I 7-26-00 to B-29--00
8-29-00 to 9-25---00
9-25-00 to 10-26-00
10-26-00 lo 1-26-01
I
1-26-01104-20-01
4-20-01 to 7-19--01
7-19-01 to 10-19---01
1 t--06-01 to 02--08-02
5--1-02 to 7-31-02
I BJ1/02to 10/31/02
1111/02 to 1131/03
1t/1/02tol/14/03
211/03 to 4/30/03
SJ1/03to7131/03
I 8)1/0310 111131/03
1111/0Jto 1131/04
2/1/l'J4to4f.l0/l'J4
511/04 to 07f.l1/04
OB/01/04 to 10131/04
I 11/01/04 to 01131/l'JS
02/0 1 /05 to 04f.lO/OS
511/l'JS to 7131/l'JS
I
TABLE 11
SUMMARY OF MASS voe REMOVAL ESTIMATES
MACON/DOCKERY SITE
RICHMOND COUNTY, NORTH CAROLINA
PAGE30F4 I
,w ... .
Flow Volum11 for voe Pounds of voe
''"" ,..., Concentration Removed F0< PetlO( Cumule!Mt voes Removod
(gallons) ,_, (Pounds) {Pounds)
Ma,.96 426,063 55 ' 0.,0 o_,o .,._,, 364,772 " D.19 0.39 .. ,_,. 257,720 " o"' .. ,
Jun-9(1 114,048 00 000 o"
Jul-96 202,477 ., 0.07 ""' Aug-96 207,503 " 0.11 o.n ,.,_,. 209,649 " 0.11 "'' Oct-" 101,512 " oos "'" N=9' 116,354 42.6 00, "'
D="' 137,045 42.6 0.05 0.97
Jen-97 146,036 42.6 0.05 1.02
Feb-97 215,730 "' 0.11 1.13
Mnr-97 223,222 63,9 0.12 '" N,f-97 253.167 63.9 "' '"' May-97 223,177 " o,s 1.53
Jun-97 234.669 " 0.16 "'' Jul-97 117,736 " 0 00 1.77
Aug-97 50,248 124,9 0.05 1.82
Sep,-97 36,264 124.9 o ... '"" Ocl-97 70,207 124.9 0.0, 1.93
Nov-97 102,326 122.5 0.10 '.,
Dec-97 114,452 ms 0.12 2.15
Jen.SB 178,387 122.5 0.16 2.33
Feb-98 178,387 "" 0.30 2.63
Mar·98 14$,526 "" 0.24 2.87 .,._,. 600,075 201.6 1.01 ,.,
May-98 410,905 1396 i .. , '-"'
Jun•!l8 43U.fl0 1396 o.so ...
Jul-98 329,835 1396 039 5.24
Aug-98 473.093 ,., oso S.W
Sep-98 513,868 ,., OS> 6.41
Oci-98 493,849 "' 0.5B 6.99
Nov-98 498,670 "" o ... 7.83
Dec-98 371,824 ,., 0.63 "" Jan-99 337,877 ,., 0.57 "" Feb-99 384,124 .,, 1.60 10.63
Mar•99 539,925 .,, >2S 12.86
Ap,•99 431,729 "' 1.80 1468
May-99 388,«3 «> U3 16.11
Jun-99 409,066 .., ,.so 17.61
Jul-99 502,412 «> 1.85 1946
Aug-99 228,924 ""' ,., "" Sep 99 820.215 ""' '"" 24.42
Dci 9' 530,478 ""' 2.51 26.93
Nov 99 390,353 s,s 1.67 28.80
0...,.99 5<13,545 s,s '" 31.41
Jan-00 170,316 s,s 0.8' 32.23
Feb-00 357,840 184.5 0.55 32,78
Mar-00 33$,782 184.5 os, 33,30
"'"° 331,270 184 5 0.51 33 81
May-00 151,212 '" 0.19 34.00
Jun-00 300.123 '" .,, 34.39
Ju~OO 231,991 '" 0.,0 34.69
A-,-00 186,494 so, 0.16 3547 , .... 84,780 so, 0.,0 3583
Oct-00 100,071 so, 0,76 36.59
Jen-01 526,024 ,s 0.37 "'"' Apr-01 261,860 ,s 0.19 37.15
Jul-01 226,260 "' o.w 36.14
Oct--01 20B.250 m 0.91 3905
Jan--02 120,992 "'' 06' 39.74
Jul-02 166,455 "' os, 4026
Oct-02 262,381 "' "' 41 08
J,m--03 109,119 "' o_a, 41 42
Mar--03 16,977 .. , 009 41,51
Apr-03 98,452 .. , OS, ., "'
Jul--03 24,733 70.9 001 42,05
Ocl-03 66,440.3 70.9 00, 4209
Jan--04 1,061,901 ,.._o '" 43,90
Jan-04 764,057,1 '"'' DO 4520
Jan-04 1,126.2930 '"' 0 1,92 47.12
Jan-04 912,927 0 '"' 0 1.55 4867
Jan-05 s.tB,840 0 160,5 0.87 "" Jan-05 428,952 0 160 5 0 S7 so 11
Aug-05 775,057 0 1054-068, SO 79.
✓
I ,,..m
I UJL Macon
I
I
I
I
I
I
I 12-Ultlto 12-31-96
12-31-9810 \-27-99
1•27-99 to 2-23-99
2-23--99 to 3--30-99
3-30-99 to •-29-99
I 4-29-99 to 5-27-99
5-27-99 to 5-24-99
6-24-99 to 7-29-99
7-29-99 !o 8-27-99
S.27-99to9--27-99
I B-27-99 to 10-29--99
10-29-119 to 11-24-99
11-24-99 to 12-30-911
12-30-99 to 1.21.00
I 1·21--00102-25--00
3-1--00to 3--31--00
3-31-00 to 4-27-00
4-27-00 to 5-26-00
5-26--00 to 6-30-00
I 8-30--00 to 7-26--00
7-26--00 to 8-29--00
8-29--00 to 9-25-00
9-25-00 10 10-26--00
10-26-00!o 1-25-01
I 1.26--01 to 4.20--01
•-20--01 to 7-19---0t
7-19-01 to 10-16-01
11-06-011002-08-02
5-1-02 to 7-31-02
I 611/02 to 10/31/02
1111 /02 to 1/31/03
211 /03 to 4/30J03
511/03 to 7131/03
811/03 to 10/3\/03
I 1111/03 lo 1/31/0,I
211 /04 to 4/30/(),j
511/04 to 07/31/04
08/01/04 to 10/31/0-4
11/01/04 to 01131/05 I 02101/05 to 0-4/30/05
5/t/05 to 7131/05
I
TABLE 11
SUMMARY OF MASS voe REMOVAL ESTIMATES
MACON/DOCKERY SITE
RICHMOND COUNTY, NORTH CAROLINA
PAGE4 OF 4
P.119111118 10181
Flow Volume lor voe Pounds of voe
"""" Panod Concentml>On Removed For Pe!loo Cumulelive VOC& Removed
(gallons) ,..,,_, (Pounds) "'°'""'' ...... 375,31B 24.0 "' '"' .,,_,. 709,729 24.0 ... oz, .., ... "'""' no 0.09 "' Jun.96 48.305 31.0 "' 0.32
Jul-96 759,920 220 0.14 0.46
""'" 63$,400 '" 0.16 0.62 ,,,.. 302,505 31.0 ... 0.70
Oct-96 640,760 '" 0,17 0.87
' Na,-96 871,155 "' "' '"' 0=96 725,5-'9 25.3 0.15 ,.20
Jen-97 596,131 25.3 0.13 1,l3
Feb-97 795,239 24.4 0.16 1.49
Mar-97 939,710 24.4 0.19 "' Apr-97 918,080 24,4 0.19 1.87
May-97 999,040 2<0 020 2.07
Jun.97 605,792 2<0 0.12 2.19
Jul-97 223,859 2<0 ... 2.23
Aug-lH 911,679 23.0 0.17 2<0
Sep-,97 917,631 23.0 0.18 2.5'
Oct-97 621,\35 23 0 "' 2,74
Nav-97 140,796 16.0 0.02 2.76
Ooc-0, ""·"' '" 0.11 2.67
Jan-98 531,692 '" 0.o7 2.9<
Feb-98 1,051.002 22.9 020 3.14
Mar.98 932.266 22.9 0.18 3.32
Apr-98 662.272 22.9 "' "' May-98 878,!MS 22.3 0.18 '" Jun-98 4-48,~ "' ... "' Jul-98 778,195 22' ' 0.14 '" Aug-96 657,122 225 (1.18 "' ' "'•" 821,424 22.5 0.15 4.14
Oct·" 716.543 22.5 ' 0.13 "' Nov-98 251,141 16.5 0.03 • 30
Od• 713.232 16.5 I 0.10 ...
Jan-99 835.206 18.5 0.11 4.51
Fab-99 566,579 20.3 0,10 "' .,,.., 1.035.893 20., 0.18 4,79
Apr-99 894,763 20.3 0.15 ·~ May-99 828,049 21.0 0.14 50,
Jun-99 809,334 21.0 0.14 522
Jul-99 582.110 21.0 0.10 5.32
Aug-99 635,226 17.0 0.09 "' Sep-99 768.631 17.0 0.11 5.52
Oct-99 8!M,735 17.0 0.13 505
Nov-99 8,48,405 13.5 0.07 5.72
""'"" 575,397 13,5 0.00 5.78
Jan--00 261.858 '" ' 0.03 5"
Feb-00 161.158 ,, oo, 5'2
Mu-00 308.952 '' 0.02 5 ...
Apr-00 416.369 '' 003 "' May-00 127.597 14,6 0.02 5'9
Jun-00 607.951 '" 10.o7 5.96
Jul-00 425.691 14,6 :o.~ '" AtJQ-00 360.931 "' 10.11 '" So,-00 919.139 332 ,_,, 6.37
Oct-00 242,990 332 0.07 "' Jan-01 200,354 "' 0.00 ,so ,.,,~, 145.019 33.2 ... '" Jul--01 .. 54.161 .. 5 0.16 "' Oct-01 1,966,749 46,5 0.76 ' ..
Jan-02 7.215,481 .. 026 7.7 ..
Jul-02 1.300.736 .. 00, 7.79
Oct-02 572,440 •• 0.02 7.81
Jan--03 390,408 '" .... 7.85 .,,~, 2.545,412 '" 026 8.11
Jul--03 1,016,735 '" 0.00 8.11
Oct-0> 432,765 00 0.00 . "
Jan-04 2.375,ooa "' '" "' Jan--04 4,041.045 31.6 LOO 9,0
Jan-lM 1,807,409 31.6 0.48 10 28
Jan-CM 2,645.862 31,6 0.70 10,98
Jen-OS 2,171.719 5'.5 ,02 '"" Jan--05 4,547,891 "5 2.14 H.14 ,..-05 3,508.177. ,,. '" 15.52
I
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Well
Number
ID~:~:~
MW 15*
'
I
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to Corrected
Casing 'Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
2/12/1996 257.10 36.47 220.63
2/14/1996 36.96 220. 14
2/15/1996 37.43 219.67
2/23/1996 38.80 218.30
2/28/1996 37.07 220.03
5/2/1996 38.08 219.02
6/5/1996 37.04 220.06
7/1/1996 ' 38.76 218.34
7/31/1996 40.25 216.85
11/8/1996 38.56 218.54
2/5/1997 37.45 219.65
5/12/1997 37.07 220.03
8/5/1997 38.66 218.44
11/12/1997 42.23 214.87
2/4/1998 33.45 223.65
5/5/1998 33.55 223.55
8/5/1998 40.74 216.36
11/3/1998 44.12 212.98
2/10/1999 43. 16 213.94
5/12/1999 44.94 212.16
8/5/1999 45.57 211.53
I I /2/1999 46.12 210.98
2/16/2000 40.91 216.19
5/8/2000 40.78 216.32
8/3/2000 42.85 214.25
1/18/2001 43.28 213.82
7/11/2001 43.11 213.99
1/16/2002 46.56 210.54
7/31/2002 44.86 212.24
1/28/2003 38.18 218.92
7/10/2003 33.72 223.38
I /13/2004 42.20 214.90
6/28/2004 43.89 213.21
1/27/2005 46.91 210.19
7/30/2005 45.25 211.85
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Well
Number
MW l'SA
'
Table 12 i
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) 1ft)
2/12/1996 257.29 34.77
5/2/1996 36.02
6/5/1996 35.96
7/1/1996 36.89
7/31/1996 38.20
11/8/1996 36.16
2/5/1997 35.53
5/12/1997 35.33
8/5/1997 36.88
11/12/1997 40.04
2/4/1998 31.91
5/5/1998 31.97
8/5/1998 38.55
11/3/1998 41.61
2/10/1999 40.53
5/12/1999 42.32
8/5/1999 43.03
11/2/1999 43.15
2/16/2000 38.30
5/8/2000 38.63
8/3/2000 40.85
1/18/2001 41.05
7/11/2001 4L00
1/16/2002 44.70
7/30/2002 43.22
1/28/2003 36.19
7/10/2003 33.66
1/13/2004 42.24
6/28/2004 43.80
1/27/2005 44.37
7/30/2005 44.01
Corrected
Groundwater
Elevation /ft)
222.52
221.27
221.33
220.40
219.09
221.13
221.76
221.96
220.41
2 I 7.25
225.38
225.32
218.74
215.68
216.76
214.97
214.26
214.14
218.99
218.66
216.44
216.24
216.29
212.59
214.07
221.10
223.63
215.05
213.49
212.92
213.28
✓
I
I
I Table 12
Groundwater Elevation Data
Macon/Dockery Site
I Richmond County, North Carolina
Well Date Surveyed Depth to Corrected
Number Casing Groundwater Groundwater
I Elevation (ft) (ft) Elevation (ft)
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
I 6/5/1996 32.30 210.24
7/1/1996 "34.02 208.52
7/31/1996 .36.50 206.04
I 11/8/1996 :37.96 204.58
2/5/1997 35.13 207.41
5/12/1997 34.03 208.51
I 8/5/1997 33.90 208.64
11/12/1997 37.84 204.70
I 2/4/1998 30.26 212.28
5/5/1998 36.90 205.64
8/5/1998 42.56 199.98
I 1 l /3/1998 46.49 196.05
2/10/1999 45.18 197.36
5/12/1999 46.27 196.27 i
I 8/5/1999 43.52 199.02
11/2/1999 45.67 196.87
2/16/2000 37.65 204.89
I 5/8/2000 37.72 204.82
8/3/2000 40.21 202.33
I I /18/2001 37.26 205.28
7/11/2001 39.40 203.14
1/16/2002 40.73 201.81
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
I
I ✓
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Well
Number
MW20
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I
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to Corrected
Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
2/12/1996 265.15 24.34 240.81
2/14/1996 25.34 239.81
2/15/1996 25.65 239.50
5/2/1996 22.47 242.68
6/5/1996 27.25 237.90
7/1/1996 27.80 237.35
7/31/1996 28.78 236.37
I I /8/1996 20.12 245.03
2/5/1997 25.96 239.19
5/12/1997 24.95 240.20
8/5/1997 24.15 241.00
11/12/1997 26.35 238.80
2/4/1998 16.95 248.20
5/5/1998 19.32 245.83
8/5/1998 27.79 237.36
11/3/1998 26.43 238.72
2/10/1999 23.68 241.47
5/12/1999 27.23 237.92
8/5/1999 28.00 237.15
11/2/1999 23.68 241.47
2/16/2000 20.17 244.98
5/8/2000 24.32 240.83
8/3/2000 28.40 236.75
I /18/200 I 30.29 234.86
7/11/2001 28.46 236.69
1/16/2002 33.49 231.66
7/30/2002 33.04 232.11
1/28/2003 23.53 241.62
7/10/2003 .19.86 245.29
1/13/2004 24.14 241.01
6/28/2004 27.84 237.31
1/27/2005 31.70 233.45
7/30/2005 30.16 234.99
I
I Table 12
I Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
I Well Date Surveyed Depth to Corrected
Number Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
I MW25* 2/12/1996 227.33 26.90 200.43
2/14/1996 26.79 200.54
2/15/1996 26.83 200.50
I 2/23/1996 27.80 199.53
2/28/1996 26.09 201.24
I 5/2/1996 25.43 201.90
6/5/1996 25.55 201.78
7/1/1996 26.26 201.07
D 7/31/1996 27.38 199.95
11/8/1996 26.29 201.04
2/5/1997 25.27 202.06 • 5/13/1997 23.77 203.56
8/5/1997 26.30 201.03
11/12/1997 25.52 201.81
I 2/4/1998 25.46 201.87
5/5/1998 21.28 206.05
I 8/5/1998 28.37 198.96
11/3/1998 28.80 198.53
2/10/1999 28.82 198.51
I 5/12/1999 28.24 199.09
8/5/1999 30.77 196.56
11/2/1999 32.24 195.09
I 2/16/2000 29.93 197.40
5/8/2000 27.62 199.71
I 8/3/2000 31.85 195.48
1/18/2001 32.02 195.31
7/I I /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
I
I ✓
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
'
Well
!)lumber
'
UD-1
I
I
'
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Deptb 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
I /18/200 I 78.24
7/11/2001 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
Corrected
Groundwater
Elevation (ft)
169.72
208.20
167.80
172.48
169.58
169.14
213.48
210.49
217.74
216.19
173.47
177.30
177.28
199.21
175.73
178.07
210.32
178.57
174.90
173.26
208.48
175.37
207.42
213.51
185.29
185.90
171.38
182.98
176.25
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
UD-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 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
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
/
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
'
:wen
Number
'
UD-~
'
'
'
I
'
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
6/5/1996 249.66 86.42
7/1/1996 44.52
7/31/1996 86.69
11/8/1996 65.81
2/5/1997 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
1 l /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
l /13/2004 44.80
6/28/2004 68.91
1/27/2005 68.10
7/30/2005 50.81
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
j
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
'
'Well I
Number
I
'
UD-4
i
I
I
I '
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond Countv, 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
I 1/8/1996 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
5/5/1998 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
1/18/2001 ·, 34.04
7/11/2001 36.41
1/16/2002 , 71.33
7/30/2002 54.50
1/28/2003 29.87
7/10/2003 17.20
1/13/2004 72.30
6/28/2004 70.15
1/27/2005 70.60
7/30/2005 '56.35
.
Corrected
Groundwater
Elevation fft)
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
✓
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
'
' '
~ell
N~mber
'
uo-5:
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond Couotv, 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/l 997 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
I I /2/1999 42.35
2/16/2000 33.28
5/8/2000 35.83
8/3/2000 34.63
I /l 8/200 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 41-09
7/30/2005 56.55
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
✓
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1Well
Number
UD-6
'
;
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
6/5/1996 240.91 29.60
7/1/1996 34.20
7/31/1996 32.79
11/8/1996 58.25
2/5/1997 56.03
5/13/1997 30.04
8/5/1997 31.05
I 1/12/1997 34.55
2/4/1998 26.56
5/5/1998 57.83
8/5/1998 64.94
11/3/1998 '69.51
2/10/1999 , 68.86
5/12/1999 70.25
8/5/1999 68.63
11/2/1999 72.92
2/16/2000 33.52
5/8/2000 63.83
8/3/2000 34.90
1/18/2001 34.21
7/11/2001 DRY
1/16/2002 37.95
7/30/2002 35.95
1/28/2003 29.59
7/10/2003 19.36
I /13/2004 36.34
6/28/2004 ~6.92
1/27/2005 49.12
7/30/2005 42.50
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
I 71.40
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
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
'
iWell
Number
UD-7
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
6/5/1996 255.56 33.67
7/111996 26.35
7/31/1996 24.78
I I /8/1996 16.21
2/5/1997 80.73
5/13/1997 60.14
8/5/1997 I 9.81
I 1/12/1997 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
Corrected
Groundwater
Elevation (ft)
221.89
229.21
230.78
239.35
174.83
195.42
235.75
232.88
243.92
229.50
I 78.18
DRY
174.73
175.52
231.33
235.46
239.13
235.85
229.10
181. I 9
230.16
224.83
225.86
236.05
237.01
235.96
236.37
201.61
176.91
✓
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
'
'Well
' Number
UD-8
'
'
'
Table 12
Groundwater Elevation Data
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
I I /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
I 1/2/1999 41.58
2/16/2000 35.51
5/8/2000 37.34
8/3/2000 40.00
I /18/200 I 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
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
2 I 9.43
218.56
218.71
214.54
216.26
224.58
240.68
188.53
193.13
188.93
178.83
✓
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
'
'
'
Well
Number
Lower
' Dockery
MW!IG
'
I
'
'
Table 12
Groundwater Elevation Data ' Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to Corrected
Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
I
2/14/1996 159.97 31.40 128.57
2/15/1996 31.72 128.25
2/23/1996 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
I 1/3/1998 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
I 1/2/1999 34.56 125.41
2/16/2000 30.21 129.76
5/8/2000 N/A N/A
8/3/2000 N/A N/A
I /18/200 I Nol Measured -Obstruction
7/11/2001 32.62 127.35
I /16/2002 33 08 126.89
7/31/2002 -34.26 125.71
' 1/28/2003 3 1.06 128.91
7/10/2003 32.72 127.25
1/13/2004 · 32.58 127.39
6/28/2004 32.45 127.52
I 0/21/2004 32.34 127.63
1/27/2005 32.24 127.73
5/4/2005 32.45 127.52
7/30/2005 32.91 127 06
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
'
,wen
'
Number
MW;24*
Table12
Groundwater Elevation Data ;
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed · Depth to
Casing Groundwater
Elevation (ft) (ft)
2/14/1996 132.99 5.75
2/15/1996 5.95
2/23/1996 6.90
2/28/1996 6.15
5/2/1996 6.56
6/5/ I 996 6.35
7/1/1996 6.75
8/1/1996 6.91
11/8/1996 7.0(,
2/5/1997 5.44
5/13/1997 6.65
8/5/1997 7.61
11/12/1997 6.86
2/4/1998 4.9X
5/5/1998 6.37
8/5/1998 7.76
11/3/1998 7.35
2/10/1999 6.59
5/12/1999 7.50
8/5/1999 8.31
I 1/2/1999 8.12
2/ I 6/2 000 5.01
5/8/2000 7.47
8/3/2000 9.15
1 /18/200 I ' 6.03
' 7/11/2001 7.36
1/16/2002 7.0 I
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
5/4/2005 6.88
7/30/2005 7.06
Corrected
Groundwater
Elevation (ft)
127.24
127.04
126.09
126.84
126.43
126.64
126.24
126 08
125.93
127.55
126.34
125.38
126. 13
128.01
126.62
125.23
125.64
126.40
125.49
124.68
124.87
127.'>8
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
I
'
I
'
I Well
Number
LD-1
I
I
I
I I
Table12
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to Corrected
Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
6/5/1996 16114 32.71 128.43
7/1/1996 33.52 127.62
7/31/1996 46.27 114.87
11/8/1996 56.64 104.50
2/5/1997 3113 13001
5/13/1997 56.46 104.68
8/5/1997 56.45 104.69
11/12/1997 56.47 104.67
2/4/1998 30.48 130.66
5/5/1998 55.3 105.84
8/5/1998 56.45 104.69
I 1/3/1998 56.42 104.72
2/10/1999 56.40 104.74
5/12/1999 56.40 104.74
8/5/1999 56.43 104.71
I 1/2/1999 56.43 104.71
2/16/2000 31.32 129.82
5/8/2000 56.38 104.76
8/3/2000 NIA NIA
1/18/200 I 32.59 128.55
7/11/2001 34.95 126.19
1/16/2002 34.00 127.14
7/30/2002 35.12 126.02
1/28/2003 32 09 129 05
7/10/2003 31.99 129.15
1/13/2004 33.40 127.74
6/28/2004 Not Measured -System Suspended
11/20/2004 33.18 127.96
1/27/2005
' 33.12 128.02
5/412005 33.12 128.02
7/30/2005 33.10 128 04 I
✓
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
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to Corrected
Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
6/5/1996 154.80 26.93 127.87
7/1/1996 26.98 127.82
7/31/1996 35.50 119.30
11/8/1996 55.39 99.41
2/5/1997 25.28 129.52
5/13/ I 997 54.45 100.35
8/5/1997 55.49 99.31
11/12/1997 55.48 99.32
2/4/1998 25.12 129.68
5/5/1998 55.02 99.78
8/5/1998 SSAS 9935
11/3/1998 55.43 99.37
2/10/1999 55.40 99.40
5/12/1999 55.39 99.41
8/5/1 ')99 55.43 99.37
11/2/1999 55.40 99.40
2/16/2000 25.42 129.38
5/8/2000 57.96 96.84
8/3/2000 NIA NIA
I /18/200 I 26.66 128.14
7/11/2001 28.13 126.67
1/16/2002 28.26 126.54
7/30/2002 29.32 125.48
I /28/2003 26.25 128.55
7/10/2003 48.60 106.20
1/13/2004 47.95 106.85
6/28/2004 Not Measured -System Suspended
I 1/20/2004 27 35 127.45
1/27/2005 27.31 127.49
5/4/2005 27.20 127.60
7/30/2005 27.23 127.57
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
LD-3
i
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed . Depth to Corrected
Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
6/5/1996 150 02 22.64 127.38
7/1/1996 22.70 127.32
7/31/ I 996 27.75 122.27
11/8/1996 35.18 114.84
2/5/1997 20.97 129.05
5/13/ I 997 34.81 115.21
8/5/1997 36.92 113.10
11/12/1997 44.76 105.26
2/4/1998 20.64 I 29.38
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 5 I. 00 99 02
1/18/200 I 22.37 127.65
7/11/2001 i 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
'
j Well
Number
I
LD-4
i
I
'
I
i
I
I
i
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed , Depth to Corrected
Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
6/5/1996 148. 16 20.67 127.49
7/1/19% 20.83 127.33
7/31/1996 24.50 123.66
I 1/8/1996 29.59 118.57
2/5/1997 ' 18.96 129.20
5/13/1997 29 08 119.08
8/5/1997 30.04 118.12
I l/12/1997 32.79 115.37
2/4/1998 18.50 129.66
5/5/1998 2936 118.80
8/5/1998 3111 117.05
11/3/1998 30.63 117.53
2/10/1999 3109 117.07
5/12/1999 31.92 116.24
8/5/1999 32.77 115.39
11/2/1999 36.77 111.39
2/16/2000 19.37 128.79
5/8/2000 i 35.3 I 112.85
8/3/2000 36.74 111.42
1/18/2001 20.40 127.76
7/11/200 I 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
I
I
I
I
I
I
I
I
'Well
Number
LD-5
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to Corrected
Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
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
8/5/1997 45.75 122.28
11/12/1997 45.75 122.28
2/4/1998 18.73 149.30
5/5/1998 45.39 122.64
8/5/1998 45.76 122.27
11/3/1998 45.78 122.25
2/10/1999 45.78 122.25
5/12/1999 45.74 122.29
8/5/1999 ,1575 122.28
11/2/1999 fl5 74 122.29
2/16/2000 25.06 142.97
5/8/2000 45.42 122.61
8/3/2000 45.77 122.26
I /18/200 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
I /28/2003 29.48 138.55
7/10/2003 42.30 125.73
1/13/2004 35.95 132.08
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 33.98 134.0.'i
/
I
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 County, North Carolina
\Well Date Surveyed · Depth to
Number Casing Groundwater
I Elevation (ft) (ft)
!Macon Source Area
MW2 2/12/1996 231.39 37.20
I 4/2/1996 38.33 I
' 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 3,7.84
5/8/2000 38.14
8/3/2000 45.80
1/18/2001 41.19
'
7/10/2001 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
Corrected
Groundwater
Elevation (ft)
I
194.19
193.06
192.61
192.43
190.87
188.18
190.07
192.56
196.68
196.03
189.85
193.96
198.61
195.46
193.20
192.59
191.40
190.90
189.06
193.55
193.25
185.59
190.20
191.65
188.23
188.24
191.89
197.99
193.53
192.44
189.57
189.93
✓
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1
• Well
Number
MW\2A
'
'
Table 12
Groundwater Elevation Data ,
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
2/12/1996 230.83 37.45
2/14/1996 37.56
2/23/1996 39.78
2/28/1996 39.00
5/1/1996 38.68
6/5/1996 39.18
7/1/1996 40.37
7/30/1996 43.57
11/8/1996 40.91
2/4/1997 38.70
5/12/1997 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
I I /3/1998 37.90
2/10/1999 38.45
5/12/1999 '39.71
8/5/1999 '40_39
' I 1/2/1999 42.07
2/16/2000 38.05
5/8/2000 38.35
8/3/2000 42.39
Iii 8/2001 41.44
7/10/2001 40.65
Iii 6/2002 43.05
7/30/2002 43.76
I /28/2003 39.80
7/10/2003 34.10
1/13/2004 37.97
6/28/2004 39.11
1/27/2005 42.10
7/30/2005 41.90
Corrected
Groundwater
Elevation (ft)
193.38
193.27
191.05
191.83
192.15
191.65
190.46
187.26
189.92
192.13
195.77
195.10
189.58
193.61
198.17
195.07
192.93
192.38
191.12
190.44
188.76
192.78
192.48
188.44
189.39
190.18
187.78
187.07
191.03
196.73
192.86
191.72
188.73
188.93
✓
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
:
'
'Well
Number
I
i
MWG
'
'
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/l /1996 28.35
6/5/1996 28.16
7/1/1996 29.86
8/l /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
2/4/1998 23.79
5/5/1998 21.44
8/6/1998 23.39
I I /3/1998 24.26 ' 2/10/1999 42.46
5/12/1999 25.26
8/5/1999 26.64
1 I /2/1999 28.92
2/16/2000 27.05
5/8/2000 27.58
8/3/2000 29.33
1/18/2001 31.82
7/11/2001 33.10
1/16/2002 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
Corrected
Groundwater
Elevation (ft)
194.07
192.32
192.51
190.81
190.66
192.10
194.64
193.17
194.59
192.16
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
I 89.47
189.52
✓
I
I
I
I
I
I
I
I
I
I
I
I
I
I
u
I
I
I
I
'
I
I Well
Number
MW5
I
'
'
' :
I
'
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond Countv, 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
I 1/2/1999 38.98
2/16/2000 37.11
5/8/2000 38.27
8/3/2000 39.92
1/18/2001 43.30
7/10/2001 .44.69
1/16/2002 48.69
7/30/2002 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
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
j
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
'W II I e
Number
MW6
'
'
'
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
2/12/1996 237. l 3 39.79
4/2/1996 4 l.61
5/l /1996 4!.90
6/5/1996 39.05
7/1/1996 4!.72
7/30/1996 44.27
l 1/8/1996 44.05
2/4/1997 39.08
5/12/1997 38.53
8/5/1997 39.86
11/12/1997 43.73
2/4/1998 40.43
5/5/1998 33.82
8/6/1998 37.85
I l/3/1998 37.88
2/10/1999 38.77
5/12/1999 42.45
8/5/1999 43.18
ll/2/1999 42.86
2/16/2000 40.74
5/8/2000 40.13
8/3/2000 43.55
1/18/2001
'
46.32
7/10/2001 43.03
1/16/2002 . 44.88
7/30/2002 47.30
I /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
Corrected
Groundwater
Elevation (ft)
197.34
195.52
195.23
198.08
l 95.4 l
192.86
193.08
198.05
198.60
197.27
193.40
l 96.70
203.31
199.28
199.25
198.36
194.68
193.95
194.27
l 96.39
197.00
193.58
190.81
194.10
192.25
l 89.83
194.32
201.57
196.01
193.97
190.96
191.92
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
\ Well
Number
'
MW'7
Table 12
Groundwater Elevation Data
Macon/Dockery Site ' Richmond Countv, 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
1/18/2001 39.82
7/10/2001 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 3,9.55
7/3 I /2005 39.28
'
Corrected
Groundwater
Elevation (ft)
192.84
192. 18
191. 78
191.36
190.09
190.15
189.72
191.81
195.07
194.45
189.31
193.61
198.00
194.75
192.57
192.10
190.74
190.07
188.37
192.11
191.40
182.01
188.59
184.08
187.65
186.86
190.39
196.03
192.16
190.29
188.86
189.13
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
Maconillockery Site
Richmond Countv, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
2/12/1996 234.S4 39.98
4/2/1996 40.07
S/1/1996 41.01
6/S/1996 41.S I
7/1/1996 43.26
8/1/1996 43.88
2/4/1997 42.76
S/12/1997 37. IS
8/S/1997 38.69
11/12/1997 42.24
2/4/1998 36.18
S/S/1998 32.60
8/6/1998 3S.02
I I /3/1998 36.66
2/10/1999 36.69
S/12/1999 37.91
8/S/1999 40.24
I 1/2/1999 42.64
2/16/2000 38.90
S/8/2000 41.S8
8/3/2000 44.28
1/18/2001 4S.2S
7/10/2001 44.94
1/16/2002 4S.79
7/30/2002 47.1S
1/28/2003 43.17
7/10/2003 38.0S
1/13/2004 42.41
6/28/2004 44.SI
1/27/200S 4S.36
7/31/200S 4S.08
l
Corrected
Groundwater
Elevation (ft)
194.S6
194.47
193.S3
193.03
I 91.28
190.66
I 91.78
197.39
19S.8S
192.30
198.36
201.94
199.S2
197.88
197.8S
196.63
I 94.30
I 91.90
19S.64
192.96
190.26
189.29
189.60
188.7S
187.39
191.37
196.49
192.13
190.03
189.18
189.46
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
; Well
Number
MW8A
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond Countv, 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
7/111996
49.12
8/1/1996
46.92
21411997
44.27
5/12/l 997 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/l 998 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
1/18/2001 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
6/28/2004
42.70
1/27/2005
44.85
7/31/2005
53.24
50.37
Corrected
Groundwater
Elevation (ft)
189.61
188.91
188.63
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
181.11
178.31
185.48
191.79
19 I. 74
189.59
~ .
1~4,0,
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
'
'
Well
Number
M\1/ 9*
I
'
Table 12 .
I
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
2/12/1996 254.08 46.60
2/14/1996
46.70
2/15/1996
47.68
2/23/1996 44.03
2/28/1996 46.04
5/1/1996 43.55
61511996 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
8/511997 43.38
I 1/12/1997 43.24
2/4/1998 38.80
5/5/1998 35.43
8/6/1998 39.84
11/3/1998 40.46
2/10/1999 40.98
5/12/1999 41.36
8/5/1999 43.25
11/2/1999 43.89
2/16/2000 48.36
5/8/2000 42.87
8/3/2000 44.45
1/18/2001 46.97
7/10/200] 47.85
l/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
7131/2005 45.80
Corrected
Groundwater
Elevation (ft)
207.48
207.38
206.40
210.05
208.04
210.53
211.19
211.24
211.78
213.43
212.40
212.51
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
213.3 I
211.42
209.63
207.52
208.28
✓
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
n
I
I
I
Well
Number
MW.10
I
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed ·. Depth to
Casing Groundwater
Elevation (ft) (ft)
2/12/1996 265.51 41.03
2/15/1996 40.88
4/2/1996 36.98
5/1/1996 35.76
6/5/1996 35.90
7/1/1996 35.96
7/30/1996 35.98
11/8/1996 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
2/10/1999 33.85
5/12/1999 34.86
8/5/1999 38.09
11/2/1999 40.02
2/16/2000 : 37.17
5/8/2000 ; 37.95
8/3/2000 39.65
I /18/200 I .44.16
7/10/2001 .44.57
1/16/2002 48.92
7/30/2002 50.18
I /28/2003 49.02
7/10/2003 34.01
I /13/2004 38.55
6/28/2004 45.45
1/27/2005 46.89
7/31/2005 46.66
!
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
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
, I
I
I
I
'
I Well
Number
'
MW 11•
I
'
'
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)
2/12/1996 271.92 30.72 241.20
2/23/1996 31.00 240.92
2/28/1996 30.00 241.92
5/l /1996 30.31 241.61
6/5/1996 31.41 240.51
7/1/1996 32.92 239.00
7/30/1996 34.42 237.50
11/8/1996 27.60 244.32
2/4/1997 27.26 244.66
5/12/1997 25.72 246.20
8/5/1997 30.63 241.29
11/12/1997 34.08 237.84
2/4/1998 19.95 251.97
5/5/1998 20.88 251.04
8/6/1998 29.66 242.26
I 1/3/1998 29.72 242.20
2/10/1999 26.02 245.90
5/12/1999 30.16 241.76
8/5/1999 35.27 236.65
11/2/1999 34.61 237.31
2/16/2000 27.39 244.53
5/8/2000 30.73 241.19
8/3/2000 36.60 235.32
I /18/200 I 38.79 233.13
7/10/2001 36.66 235.26
1/16/2002 ' 43.89 228.03
7/30/2002 ' 42.63 229.29
1/28/2003 30.34 241.58
7/10/2003 24.90 247.02
1/13/2004 32.79 239.13
6/28/2004 35.01 236.91
1/27/2005 37.88 234.04
7/31/2005 36.48 235.44
/
I
I
I
I
I
I
I
I
I
I
I
I
I
I
H
H
D
u
' Well
Number
MWllA
I
'
Table 12
Groundwater Elevation Data
Maconffiockery Site
Richmond Couotv, North Carolina
Date Surveyed Depth to Corrected
Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
2/12/1996 270.28 30.22 240.06
4/2/1996 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
11/8/1996 27.15 243.13
2/4/1997 26.94 243.34
5/12/1997 25.35 244.93
8/5/1997 29.60 240.68
11/12/1997 33.25 237.03
2/4/1998 19.90 250.38
5/5/1998 20.35 249.93
8/6/1998 29.12 241.16
11/3/1998 28.98 241.30
2/10/1999 25.82 244.46
5/12/1999 29.68 240.60
8/5/1999 34.48 235.80
11/2/1999 33.72 236.56
2/16/2000 27.30 242.98
5/8/2000 30.13 240.15
8/3/2000 35.15 235.13
1/18/2001 37.88 232.40
7/10/2001 36.06 234.22
1/16/2002 42.85 227.43
7/30/2002 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
7/31/2005 36.25 234.03
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
i
:
'1 Well
Number
'
M\N'. 19*
'
'
Table 12 :
' Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
2/12/1996 236.89 38.49
2/14/1996 38.82
2/23/1996 40.90
2/28/1996 40.50
5/l /1996 38.44
6/5/1996 37.91
7/1/1996 39.23
7/30/1996 39.65
I I /8/1996 37.10
2/4/1997 35.33
5/12/1997 33.37
8/5/1997 36.45
11/12/1997 38.38
2/4/1998 33.02
5/5/1998 27.69
8/6/1998 31.30
11/3/1998 32.47
2/10/1999 33.08
5/12/1999 34.26
8/5/1999 36.45
1 I /2/1999 39.06
2/16/2000 37.92
5/8/2000 38. 13
8/3/2000 39.75
1/18/2001 43.00
7/10/2001 47.18
1/16/2002 DRY
7/30/2002 DRY
1/28/2003 44.55
7/10/2003 34.15
1/13/2004 38.80
6/28/2004 42.03
1/27/2005 44.70
7/31/2005 43.77
Corrected
Groundwater
Elevation 1ft)
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
I 98.97
198.76
197.14
193.89
189.71
192.34
202.83
198.09
194.86
192.19
193.12
I
I
I
I
B
I
I
I
I
I
I
I
B
I
I
I
I
I
'
' Well
'
' Number
I
UMS-l
'
I
'
I
I
I
I
;
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond Countv, North Carolina
Date Surveyed ' Depth to
Casing Groundwater
Elevation (ft) (ft)
6/5/!996 238.96 44.15
7/1/1996
44.70
7/30/!996
58.60
l J/8/1996
58.88
2/4/1997
39.85
5/12/1997
40.80
8/5/l 997 49.19
I l /12/l 997 54.30
2/4/l 998 40.65
5/5/1998 43.38
8/6/]998 50.18
J 1/3/1998 38.80
2/10/1999 39.54
5/J 2/l 999 56.66
8/5/1999 58.78
l l/2/1999 43.79
2/16/2000 41.71
5/8/2000 40.27
8/3/2000 44.60
l/18/2001 56.37
7/10/2001 44.23
l/16/2002 47.90
7/3012002 48.59
1/28/2003 42.91
7/10/2003 36.73
l/13/2004 49.00
6/28/2004 49.40
1/27/2005 53.95
7/31/2005 53.44
Corrected
Groundwater
Elevation (ft)
194.81
194.26
180.36
180.08
199.l I
198.16
189.77
184.66
198.3]
195.58
188.78
200.16
199.42
182.30
180.18
195.17
197.25
198.69
194.36
182.59
194.73
191.06
190.37
196.05
202.23
189.96
189.56
185.01
185.52
I
I
I
I
I
I
D
D
B
m
I
I
I
I
I
w
I
'
'
' : Well
Number
UMS-2
I
Table 12
Groundwater Elevation Data !
Maconffiockery Site
Richmond Conntv, 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
11/8/1996 65.40
2/4/1997 62.15
5/12/1997 37.95
8/5/1997 38.56
11/12/1997 63.59
2/4/1998 56.75
5/5/1998 49.99
8/6/1998 53.66
11/3/1998 57.28
2/10/1999 62.24
5/12/1999 64.71
8/5/1999 65.15
11/2/1999 65.07
2/16/2000 41.08
5/8/2000 40.72
8/3/2000 64.83
1/18/2001 44.22
7/10/2001 43.36
1/16/2002 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
1/27/2005 40.03
7/31/2005 40.12
Corrected
Groundwater
Elevation (ft)
171.56
178.71
171.73
170.91
174.16
198.36
197.75
172.72
179.56
186.32
182.65
179.03
174.07
171.60
171.16
171.24
195.23
195.59
171.48
192.09
192.95
190.13
189.55
193.51
199.30
195.73
194.76
196.28
196.19
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I I
I
I
Well
Number
UMS-3
'
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
6/S/1996 23S.7S 43.46
7/1/1996 72.78
7/30/1996 72.87
11/8/1996 73.13
2/4/1997 42.68
S/12/1997 71.80
8/S/1997 72.88
11/12/1997 62.98
2/4/1998 72.S0
S/S/1998 38.9S
8/6/1998 49.98
I I /3/1998 67.6S
2/10/1999 39.13
S/12/1999 39.9S
8/S/1999 42.06
11/2/1999 44.31
2/16/2000 41.7S
S/8/2000 68.22
8/3/2000 46.22
1/18/2001 71.61
7/10/2001 S8.S6
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
Corrected
Groundwater
Elevation (ft)
192.29
162.97
162.88
162.62
193.07
163.9S
162.87
172.77
163.2S
196.80
18S.77
168.10
196.62
19S.80
193.69
191.44
194.00
167.S3
189.S3
164.14
177.19
166.6S
164.02
188.73
19S.7S
174.8S
179.25
171.63
I 81.16
✓
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
Groundwater Elevation Data
Macon/Dockery Site
Richmond Countv, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (fO
6/511996 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
2/10/1999 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
I fl 8/2001 42.02
7/10/2001 43.34
1/16/2002 46.19
7/30/2002 48.00
1/28/2003 45.38
7/10/2003 34.70
I /13/2004 63.30
6/28/2004 65.10
1/27/2005 57.90
7/31/2005 63.25
..
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
I 91.15
201.83
173.23
171.43
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-5
'
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
6/5/1996 257.62 82.55
7/1/1996 81.00
7/30/1996 82.87
I I /8/1996 79.92
2/4/1997 82.95
5/12/1997 41.49
8/5/1997 82.62
I 1/12/1997 81.89
2/4/1998 81.93
5/5/1998 39.22
8/6/1998 57.57
I I /3/1998 76.82
2/10/1999 80.76
5/12/1999 82.12
8/5/1999 83.24
11/2/1999 82.85
2/16/2000 82.45
5/8/2000 81.19
8/3/2000 83.55
1/18/200 I 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
I /13/2004 43.45
6/28/2004 45.61
1/27/2005 80.20
7/31/2005 68.60
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
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
:I
!1
I
'
Well
Number
Upper
Macon
MW21*
'
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
2/14/1996 155.52 14.52
2/23/1996 15.60
2/28/1996 14.65
5/2/1996 14.38
6/5/1996 15.47
7/30/1996 7.02
11/7/1996 .14.62
2/4/1997 14.48
5/12/1997 14.44
8/5/1997 15.25
11/12/1997 15.79
2/4/1998 13.98
5/5/1998 12.27
8/6/1998 14.33
I I /3/1998 14.80
2/10/1999 13.74
5/12/1999 14.44
8/5/1999 16.71
11/2/1999 15.85
2/16/2000 14.25
5/8/2000 15.14
8/3/2000 ,17.85
1/18/2001 17.75
7/10/2001 17.86
1/16/2002 19.95
7/31/2002 19.20
1/28/2003 15.18
7/10/2003 14.57
1/13/2004 16.08
6/28/2004 17.21
1/27/2005 18.99
7/31/2005 18.33
Corrected
Groundwater
Elevation (ft)
I
141.00
139.92
140.87
141.14
140.05
148.50
140.90
141.04
141.08
140.27
139.73
I 41.54
143.25
141.19
140.72
141.78
141.08
138.81
139.67
141.27
140.38
137.67
137.77
137.66
135.57
136.32
140.34
140.95
139.44
I 38.31
136.53
137.19
✓
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
11
/1
I
'
I Well
Number
'
MW23•
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
2/14/1996 155.54 4.45
2/23/1996
5.73
2/2811996
4.07
5/3/1996
5.19
61511996
5.59
7/1/1996
7.56
7/30/1996
7.72
1116/1996
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
5112/J 999
6.55
8/5/1999
7.06
11/2/1999
8.46
2/16/2000
8.98
5/812000
6.13
8/3/2000
6.78
1/18/2001
9.03
7/I0/2001
24.62
1/16/2002
8.77
7/30/2002
10.47
1/28/2003
10.15
7/10/2003
4.77
1/i 3/2004
4.65
6/28/2004
6.69
1/27/2005
7.62
7/31/2005
8.60
7.35
Corrected
Groundwater
Elevation (ft)
15!.09
149.81
151.47
150.35
149.95
147.98
147.82
149.35
150.55
149.66
150.22
149.07
151.87
151.43
149.09
149.07
148.99
148.48
147.08
146.56
149.41
148.76
146.51
130.92
146.77
145.07
145.39
150.77
150.89
148.85
147.92
146.94
148.19
✓
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1
I
I Well
Number
I
UM-I
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
6/5/1996 183.68 37.01
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
I I /3/1998 36.00
2/1 Oil 999 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
1/18/2001 3 I .40
7/10/2001 45.00
1/16/2002 35.87
7/30/2002 34.75
1/28/2003 47.88
7/10/2003 30.00
I ii 3/2004 39.95
6/28/2004 31.47
1/27/2005 52.60
7/31/2005 55.08
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
I 36.49
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
✓
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
UM,2
' '
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
6/S/1996 194.13 43.02
7/1/1996 47.9S
7/30/1996 47.33
11/8/1996 4S.41
2/4/1997 4S.51
5/12/1997 46.24
8/5/1997 45.72
11/12/1997 40.01
2/4/1998 49.57
5/5/1998 48.14
8/6/1998 50.S9
11/3/1998 39.20
2/10/1999 48.11
5/12/1999 51.91
8/S/1999 52.68
11/2/1999 SS.91
2/16/2000 44.84
5/8/2000 46.30
8/3/2000 30.10
1/18/2001 40.50
7/10/2001 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
Corrected
Groundwater
Elevation (ft)
IS 1.11
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
I S7.10
147.78
154.08
142.93
140.95
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I Well
Number
UM-3
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
6/5/1996 I 80.35 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
I I /2/1999 32.24
2/16/2000 32.22
5/8/2000 32.05
8/3/2000 32.09
I /18/200 I 18.39
7/10/2001 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
Corrected
Groundwater
Elevation (fO
148. I 8
148.17
147.99
148.04
148.08
148.10
148.08
160.54
107.85
148.11
148. I 0
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
✓
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
\ Well
Number
UM-4
I
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, 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
2/10/1999 47.70
5/12/1999 49.25
8/5/1999 40.13
11/2/1999 42.80
2/16/2000 13.00
5/8/2000 18.23
8/3/2000 29.10
1/18/2001 8.18
7/10/2001 22.53
1/16/2002 12.40
7/30/2002 I 1.08
1/28/2003 6.99
7/10/2003 7.45
I /13/2004 12.83
6/28/2004 10.12
I /27/2005 25.10
7/31/2005 19.56
Corrected
Groundwater
Elevation (ft)
150.06
150.81
144.36
147.39
146.29
139.93
141.37
162.50
133.72
126.13
130.10
162.61
124.21
122.66
131. 78
129.11
158.91
153.68
142.81
163.73
149.38
159.51
160.83
164.92
164.46
159.08
16 I. 79
146.81
152.35
✓
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
i Well
Number
'
UM,5
'
I
'
Table 12
~~'!~~Y~-~lt;~ f..lt;Y_l!l~'!!.! H'.!-1'!
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
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
11/3/1998 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 I 1.03
8/3/2000 20.30
I /18/200 I 4.74
7 /I 0/200 I 16.72
1/16/2002 9.18
7/30/2002 7.44
1/28/2003 3.45
7 /I 0/2003 3.85
1/13/2004 8.00
6/28/2004 6.49
1127/2005 13.75
7/31/2005 14.50
Corrected
Groundwater
Elevation (ft)
156.55
156.19
151.40
154.47
153.40
152.17
154.67
I 62.23
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
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
\ Well
Number
I
UM-6
'
' '
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
6/S/1996 173.0S 11.72
7/1/1996 13.23
7/30/1996 17.58
11/8/1996 14.40
2/4/1997 14.79
S/12/1997 15.26
8/S/1997 14.4S
11/12/1997 9.84
2/4/1998 10.51
S/S/1998 11.30
8/6/1998 16.40
I I /3/1998 9.64
2/10/1999 16.32
S/12/1999 18.90
8/S/I 999 18.90
I I /2/1999 21.22
2/16/2000 10.08
S/8/2000 13.17
8/3/2000 20.90
1/18/2001 8.62
7/10/2001 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 13.0S
Corrected
Groundwater
Elevation (ft)
161.33
1S9.82
I SS.47
1S8.6S
1S8.26
1S7.79
1S8.60
163.21
162.S4
161.7S
I S6.6S
163.41
1S6.73
1S4.1S
154.1 S
IS 1.83
162.97
159.88
1S2.1S
164.43
1S4.30
160.40
161.91
165.46
164.2S
162.80
160.34
160.10
160.00
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
.
Well
Number
UM-7
'
Table 12
Groundwater Elevation Data
Maconffiockery Site
Richmond County, 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
I /18/200 I 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
7/3 I /2005 48.60
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
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
'
i Well
'Number
I
ILorer
Macon
MW4
'
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, 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
6/5/1996 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
8/5/1997 44.08
11/12/1997 41.79
2/4/1998 42.77
5/5/1998 40.60
8/6/1998 41.77
I I /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
1/18/2001 42.24
7/10/2001 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
l /27/2005 40.56
7/31/2005 40.23
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
/
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
'
Well
1,Number
M'3/ 12
I
'
I
'
'
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond Countv, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
2/14/1996 171.98 24.87
4/2/1996 26.18
5/2/1996 26.09
6/5/1996 25.97
7/1/1996 27.37
7/30/1996 27.55
11/8/1996 26.24
2/4/1997 24.38
5/12/1997 25.27
8/5/1997 25.66
11/12/1997 25.74
2/4/1998 22.58
5/5/1998 23.02
8/6/1998 24.35
11/3/1998 24.30
2/10/1999 24.12
5/12/1999 24.87
8/5/1999 26.48
11/2/1999 23.31
2/16/2000 22.54
5/8/2000 23.38
8/3/2000 25.05
1/18/2001 27.96
7/10/2001 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
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
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I Well I
INumber
I
MW 13*
'
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond Countv, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
2/14/1996 188.67 49.22
2/23/1996 50.20
2/28/1996 49.25
4/2/1996 50.85
5/2/1996 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
I I /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
1/13/2004 46.50
6/28/2004 48.46
1/27/2005 49.71
7/31/2005 49.55
Corrected
Groundwater
Elevation (ft)
139.45
I 38.47
I 39.42
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
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
i
'
'
Well
'.Number
I
MW14
'
'
I
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond Countv, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
2/14/1996 177.34 34.24
4/2/1996 dry
5/2/1996 dry
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
11/2/1999 33.50
2/16/2000 32.32
5/8/2000 32.18
8/3/2000 41.70
1/18/2001 dry
7/10/2001 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
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
143.18
147.32
143.39
142.82
142.80
143.19
✓
I
I
I
I
I
I
I
I
I
I
I
'I
I
I
I
I
I
I
I
Well
Number
'
MW 14R
'
I
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond Countv, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
2/14/1996 175.95 34.50
4/2/1996 38.81
5/2/1996 39.27
6/5/1996 38.85
7/1/1996 37.98
7/30/1996 40.03
11/8/1996 40.39
2/4/1997 35.60
5/12/1997 38.74
8/5/1997 37.61
11/11/1997 37.09
2/4/1998 35.81
5/5/1998 35.65
8/6/1998 37.32
I I /3/1998 36.18
2/10/1999 37.37
5/12/1999 37.50
8/5/1999 37.67
I 1/2/1999 34.22
2/16/2000 32.68
5/8/2000 32.18
8/3/2000 Dry
1/18/2001 36.75
7/10/2001 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
Corrected
Groundwater
Elevation (ft)
141.45
137.14
136.68
137.10
137.97
135.92
135.56
140.35
137.21
138.34
138.86
140.14
140.30
138.63
139.77
138.58
138.45
138.28
141. 73
143.27
143.77
Dry
139.20
140.15
136.51
137.21
141.47
145.88
141.38
140.93
140.92
141.13
/
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I Well I
1Number
MW22* I
:
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
2/14/1996 128.25 5.73
2/23/1996 6.76
2/28/1996 5.59
5/2/1996 6.87
6/5/1996 7.05
7/1/1996 6.78
7/30/1996 2.31
11/8/1996 6.96
2/4/1997 6.03
5/12/1997 6.80
8/5/1997 6.56
11/11/1997 6.24
2/4/1998 5.64
5/5/1998 5.92
8/6/1998 6.46
I I /3/1998 6.10
2/10/1999 6.24
5/12/1999 6.59
8/5/1999 6.94
11/2/1999 5.98
2/16/2000 5.42
5/8/2000 6.12
8/3/2000 7.25
1/18/2001 9.48
7/10/2001 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
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
j
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
'
LM-1
'
I
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond Countv, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ftl
6/5/1996 175.68 69.79
7/1/1996 38.61
7/30/1996 69.78
11/8/1996 70.04
2/4/1997 36.12
5/12/1997 68.90
8/5/1997 69.94
11/11/1997 38.31
2/4/1998 69.65
5/5/1998 69.87
8/6/1998 69.86
11/3/1998 37.57
2/10/1999 61.89
5/12/1999 57.69
8/5/1999 60.57
11/2/1999 35.04
2/16/2000 33.00
5/8/2000 35.72
8/3/2000 36.30
1/18/2001 37.41
7/10/2001 37.73
1/16/2002 40.41
7/30/2002 39.40
1/28/2003 62.00
7/10/2003 30.79
1/13/2004 36.70
6/28/2004 35.79
1/27/2005 36.95
7/31/2005 35.99
Corrected
Groundwater
Elevation (ft)
105.89
137.07
!05.90
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
I 39.38
138.27
137.95
135.27
136.28
113.68
144.89
138.98
139.89
138.73
139.69
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
I
LML2
'
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond Countv, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
6/5/1996 157.20 62.06
7/1/1996 25.08
7/30/1996 58.36
11/8/1996 62.16
2/4/1997 25.98
5/12/1997 63.50
8/5/1997 56.96
11/11/1997 26.86
2/4/1998 53.33
5/5/1998 43.23
8/6/1998 40.85
11/3/1998 26.30
2/10/1999 37.86
5/12/1999 33.61
8/5/1999 30.68
11/2/1999 24.80
2/16/2000 23.85
5/8/2000 24.30
8/3/2000 31.00
1/18/200 I 26.37
7/10/2001 28.78
1/16/2002 28.72
7/30/2002 28.08
1/28/2003 24.99
7/10/2003 21.22
I /13/2004 25.60
6/28/2004 25.40
1/27/2005 26.84
7 /3 I /2005 25.80
Corrected
Groundwater
Elevation (ft)
95.14
132.12
98.84
95.04
131.22
93.70
100.24
130.34
103.87
113.97
I 16.35
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
I 3 1.40
/
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
,I
I
I
I
'
'Well
Number
LM-3
'
' '
"
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
6/5/1996 157.09 61.16
7/1/1996 27.78
7/30/1996 49.40
11/8/1996 67.24
2/4/l 997 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
I I /3/1 998 26.75
2/10/1999 34.02
5/12/1999 33.78
8/5/1999 34.08
I I /2/1999 26.24
2/16/2000 24.50
5/8/2000 25.44
8/3/2000 36.07
I /18/200 I 26.93
7/10/2001 36.42
1/16/2002 29.00
7/30/2002 28.80
1/28/2003 25.78
7/10/2003 22.49
1/13/2004 32.25
6/28/2004 33.15
1/27/2005 34.09
7/3 I /2005 26.85
Corrected
Groundwater
Elevation (ft)
95.93
l 29.3 l
107.69
89.85
129.98
99.57
114.67
129.31
I I 3.82
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
I 31.3 I
134.60
124.84
123.94
123.00
130.24
/
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
LM-4
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
6/5/1996 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
7/10/2001 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
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
I 3 1.24
I 31.24
129.18
131.37
j
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1 Well
Number
LM!5
'
Table 12
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
6/5/1996 186.59 66.50
7/1/1996 43.91
7/30/1996 66.80
11/8/1996 66.86
2/4/1997 42.85
5/12/1997 66.90
8/5/1997 66.84
11/11/1997 43.84
2/4/1998 66.88
5/5/1998 67.99
8/6/1998 68.04
11/3/1998 42.10
2/10/1999 68.12
5/12/1999 67.73
8/5/1999 68.12
11/2/1999 42.45
2/16/2000 41.35
5/8/2000 75.54
8/3/2000 54.57
1/18/2001 44.20
7/10/2001 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
Corrected
Groundwater
Elevation (ft)
120.09
142.68
119.79
119.73
143.74
119.69
I 19.75
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
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Severn Trent Laboratories, Inc.
ANALYTICAL REPORT
Job Number: 680-7 480-1
Job Description: Macon Dockery
For:
lrminger Consulting, Inc.·
7015 Erinbrook Drive
Concord, NC 28025
Attention: Mr. Steve lrminger
Kathryn Smith
Project Manager I
09/12/2005
STL Savannah 5102 LaRoche Avenue, Savannah, GA 31404
Tel [phone] Fax [phone] www.stl-inc.com
Page 1 of 32
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METHOD SUMMARY
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Client: lrminger Consulting, Inc. Job Number: 680-7480-1
I
Description Lab Location Method Preparation Method
Matrix: Air -Tedlar
Volatile Organi¢ Compounds in Air
Matrix: Water
Volatile Organic' Compounds by GC/MS
Purge-and-Trap
Inductively CouPled Plasma -Mass Spectrometry
' Acid Digestion of Waters for Total Recoverable or
Residue, Non-Filterable (Gravimetric, Dried at 103-105C)
LAB REFERENCES:
STL-SAV = STL-Savannah
METHOD REFERENCES:
EPA -US Environmental Protection Agency
STL-SAV
STL-SAV
STL-SAV
STL-SAV
STL-SAV
STL-SAV
EPA EPA-18
SW846 8260B
SW846 6020
MCAWW 160.2
SW846 5030B
SW846 3005A
MCAWW -"Methods For Chemical Analysis Of Water And Wastes", EPA-600/4-79-020, March 1983 And
Subsequent Re\/isions.
SW846 -"Test Methods For Evaluating Solid Waste, Physical/Chemical Methods", Third Edition, November 1986
And Its Updates.
STL Savannah
Page 2 of 32
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Client: lrmin~er Consulting, Inc.
'
Lab Sample ID Client Sample ID
680-7480-1 I UMSA INF
680-7480-2 UMSA EFF
680-7480-3 U/L MACON
680-7480-4 U/L EFF
680-7480-5 UM INF
680-7480-6 LMINF
680-7480-7 UD
680-7480-8 UD EFF
680-7480-9 UDINF
680-7480-10 UMSA
680-7 480-11 Property Line
680-7480-12TB Trip Blank
STL Savannah
SAMPLE SUMMARY
Job Number: 680-7480-1
Date/Time Date/Time
Client Matrix Sampled Received
Water 08/25/2005 1100 08/26/2005 1112
Water 08/25/2005 1110 08/26/2005 1112
Air -Tedlar Bag 08/25/2005 1130 08/26/2005 1112
Water 08/25/2005 1145 08/26/2005 1112
Water 08/25/2005 1200 08/26/2005 1112
Water 08/25/2005 1230 08/26/2005 1112
Air -Tedlar Bag 08/25/2005 1245 08/26/2005 1112
Water 08/25/2005 1300 08/26/2005 1112
Water 08/25/2005 1330 08/26/2005 1112
Air -Tedlar Bag 08/25/2005 1030 08/26/2005 1112
Air -Tedlar Bag 08/25/2005 1045 08/26/2005 1112
Water 08/25/2005 0000 08/26/2005 1112
Page 3 of 32
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Client: lrminger Consulting, Inc.
Client Sample ID: UMSA INF
' Lab Sample ID: 680-7480-1
Client Matrix: Water
Analytical Data
Job Number: 680-7480-1
Date Sampled: 0812512005 1100
Date Received: 0812612005 1112
Method: 82608
5030B
1.0
82608 Volatile Organic Compounds by GC/MS
Analysis Batch: 680-21161 Instrument ID: GC/MS Volatiles - 0
Preparation:
Dilution:
Date Analyzed:
Date Prepared:
Analyte .... -. .. , ..... ,._,
Acetone
Benzene
Chloroform
0910612005 0048
09106/2005 0048
1, 1-Dichloroethane
1,2-Dichloroethene, Total
1, 1-Dichloroethene
Methylene Chloride
Tetrachloroeth8ne
Toluene
1, 1, 1-Trichloroethane
Trichloroethene
Vinyl chloride
Xylenes, Total
Surrogate
4-Brorn·o·tiUOrObenzene
Dibromofluoromethane
Toluene-dB
STL Savannah
Lab File ID: 00989.d
Initial Weight/Volume: 5 ml
Final Weight/Volume: 5 ml
Result (ug/L) Qualifier RL ..,_ ... __ , ____ --.--•-··--~.---.. ·-· , .. _.,,,, ___ ,,,_, ________ ,, .. ,.. _,, ... ,.--......... ._ __ _
10 U
1.0 U
1.0 U
10
16
55
2.0 U
12
1.0 U
3.1
9.3
1.0
3.0
%Rec
94
104
107
Page 4 of 32
u
u
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.
Client Sample,ID:
Lab Sample ID;
Client Matrix:
UMSA EFF
680-7480-2
Water
Analytical Data
Job Number: 680-7480-1
Date Sampled: 08/25/2005 111 0
Date Received: 08/26/2005 1112
Method: 8260B
8260B Volatile Organic Compounds by GC/MS
Analysis Batch: 680-21161 Instrument ID: GC/MS Volatiles -0
Preparation: 5030B
Dilution: 1.0
Date Analyzed:' 09/06/2005 0115
Date Prepared:· 09/06/2005 0115
Analyte "' ____ _._,
Benzene
Acetone
Chlorofonm
1, 1-Dichloroethane
1,2-Dichloroethene, Total
1, 1-Dichloroethene
Methylene Chloride
Tetrachloroethene
Toluene
1, 1, 1-Trichloroethane
Trichloroethene
Vinyl chloride
Xylenes, Total 1
Surrog_ate ___ ... L ...... .
4-Bromofluorob0nzene
Dibromofluorom€thane
Toluene-dB
STL Savannah
. --·. -··-·--Result (ug/L)
1.0
10
10
10
1.0
1.0
2.0
1.0
1.0
1.0
1.0
1.0
3.0
%Rec
95
104
107
Lab File ID: 00990.d
Initial WeighWolume: 5 ml
Final WeighWolume: 5 ml
Qualifier RL ----------------····---··-···-·· u
u
u
u
u
u
u
u
u
u
u
u
u
...... --
1.0
10
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
Page 5 of 32
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Client: lrminger Consulting, Inc.
Client Sampl'e ID: UIL EFF
' ' Lab Sample 10: 680-7480-4
Client Matrix: 1 Water
Method: 8260B
Preparation: 5030B
Dilution: 1.0
8260B Volatile Organic Compounds by GC/MS
Analysis Batch: 680-21161
Date Analyzed:1 09/06/2005 0141
Date Prepared: 09/0612005 0141
Analytical Data
Job Number: 680-7 480-1
Date Sampled: 08/25/2005 1145
Date Received: 08/26/2005 1112
Instrument ID: GC/MS Volatiles -0
Lab File ID: 00991.d
Initial WeighWolume: 5 ml
Final WeighWolume: 5 ml
_An_'.'l!'_le
Benzene
Acetone
Chloroform
Result (ug/L) Qualifier RL
1, 1-Dichloroethane
1,2-Dichloroethene, Total
1, 1-Dichloroethene
Methylene Chloride
T etrach loroethene \
Toluene
1, 1, 1-Trichloroethane
Trichloroethene '
Vinyl chloride
Xylenes, Total
Surrogate
4-Bromofluorobenze,ne
Dibromofluoromethane
Toluene-dB
STL Savannah
~~-·---~ ··-·-· 1.0
10
1.0
1.0
1.0
1.0
2.0
1.0
1.0
1.0
1.0
1.0
3.0
%Rec
95
103
106
Page 6 of 32
u 1.0
u 10
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:
Lab Sample ID:
Client Matrix:
Method:
Preparation:
Dilution:
Date Analyzed:
Date Prepared:
UMINF
680-7480-5
Water
8260B
5030B
1.0
82608 Volatile Organic Compounds by GCIMS
Analysis Batch: 680-21161
09/0612005 0208
09/0612005 0208
Analytical Data
Job Number: 680-7480-1
Date Sampled: 08/25/2005 1200
Date Received: 08/26/2005 1112
Instrument ID: GC/MS Volatiles -0
Lab File ID: 00992.d
Initial WeighWolume: 5 ml
Final WeighWolume: 5 ml
Analyte
Benzene
Acetone
Chloroform
~e._su~-(tJ~I~) -----~ual~i_e_r_. __ _ RL
1.0
10
1.0
1.0
1.0
1.0
2.0
1.0
1.0
1.0
1.0
1.0
3.0
1, 1-Dichloroethane
1,2-Dichloroethene, Total
1, 1-Dichloroethene '
Methylene Chloride'
Tetrachloroethene
Toluene
1, 1, 1-Trichloroethane
Trichloroethane 1
Vinyl chloride
Xylenes, Total
Surrogate --... . . ----1-.
4-Bromofluorobenzene
Dibromofluoromethane
Toluene-dB
STL Savannah
1.0 U
10 U
1.0 U
4.3
5.1
51
2.0 U
9.6
1.0 U
3.6
3.4
1.0 U
3.0 U
%Rec
96
103
106
Page 7 of 32
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:
Dilutlon:
Date Analyzed:
Date Prepared:
LMINF
680-7480-6
Water
82606
50306
1.0
8260B Volatile Organic Compounds by GC/MS
Analysis Batch: 680-21161
,09/06/2005 0234
09/06/2005 0234
Analytical Data
Job Number: 680-7480-1
Date Sampled: 08/25/2005 1230
Date Received: 08/26/2005 1112
Instrument ID: GC/MS Volatiles -0
Lab File ID: 00993.d
Initial WeighWolume: 5 ml
Final WeighWolume: 5 ml
Analyte
Benzene
Acetone
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-Bromofluoroberl·zene
Dibromofluoromethane
Toluene-dB
STL Savannah
1.0
10
1.0
1.2
1.4
12
2.0
3.1
1.0
1.0
1.0
1.0
3.0
%Rec
97
101
108
Page 8 of 32
u 1.0
u 10
u 1.0
1.0
1.0
1.0
u 2.0
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 ~ample ID: UD EFF
I Lab Sample ID: 680-7480-8
Client Matrix: Water
Method:,
Preparation:
Dilution:
8260B
5030B
1.0
8260B Volatile Organic Compounds by GC/MS
Analysis Batch: 680-21161
Date Analyzed:
Date Prepared:
09/06/2005 0301
09/06/2005 0301
Analytical Data
Job Number: 680-7480-1
Date Sampled: 08/25/2005 1300
Date Received: 08/26/2005 1112
Instrument ID:
Lab File ID:
GC/MS Volatiles - 0
00994.d
Initial WeighWolume: 5 ml
5 ml Final WeighWolume:
Analyte Result (ug/L) ___ Qualifier RL --·---· Benzene
Acetone
Chloroform
1, 1-Dichlor0ethane
1,2-Dichloroethene, Total
1, 1-Dichlor6ethene
Methylene Ghloride ' Tetrachloroethene
Toluene
1, 1, 1-Trichloroethane
TrichloroethE!ne
Vinyl chloride
Xylenes, Tot81
Surrogate . _ 1
4-Bromofluor0benzene
Dibromofluorbmethane
Toluene-dB 1
1
STL Savannah
~ ..... ----------· --··-·· _____ ,
1.0 u 1.0
10 u 10
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
103 75 -123
107 79 -122
Page 9 of 32
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Client: lrminger Consulting, Inc.
Client Sample ID:
Lab Sampl~ ID:
Client Matrix:
Method:
Preparation:·
Dilution:
Date Analyzed:
Date Prepare,d:
UDINF
680-7480-9
Water
82608
50308
1.0
8260B Volatile Organic Compounds by GC/MS
Analysis Batch: 680-21161
09/06/2005 0328
09/06/2005 0328
Analytical Data
Job Number: 680-7480-1
Date Sampled:
Date Received:
08/25/2005 1330
08/26/2005 1112
Instrument ID:
Lab File ID:
GC/MS Volatiles -0
00995.d
Initial WeighWolume:
Final WeighWolume:
5 ml
5 ml
Analyte Result {ug/L)
1.0
Qualifier RL
1.0
10
1.0
1.0
1.0
1.0
2.0
1.0
1.0
1.0
1.0
1.0
3.0
·-·--· ... ww ••· -
Benzene
Acetone
Chloroform
1, 1-Dichloroetl\ane
1,2-Dichloroethene, Total
1, 1-Dichloroet~ene
Methylene Chlbride
Tetrachloroethene
Toluene
1, 1, 1-Trichloroethane
Trichloroethene1
Vinyl chloride
Xylenes, Total 1
Surrogate "" ...... , . i'"' 4-Bromofluorobenzene
Dibromofluorom6thane
Toluene-cJS
STL Savannah
10
1.0
13
9.7
46
2.0
1.0
1.0
2.6
28
1.0
3.0
%Rec
97
102
108
.. ·-----·--, u
u
u
u
u u
u
u
Page 10 of 32
Acceptance Limits
77 -120
75 -123
79 -122
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Client: lrminger Consulting, Inc.
Client Sample ID: Trip Blank I
Lab Sample ID: 680-7480-12TB
Client Matri/ Water
Method:
Preparation:
Dilution:
Date Analyzed:
Date Prepared:
8260B
5030B
1.0
82606 Volatile Organic Compounds by GC/MS
Analysis Batch: 680-21161
09/06/2005 0354
09/06/2005 0354
Analytical Data
Job Number: 680-7480-1
Date Sampled: 08/25/2005 0000
Date Received: 08/26/2005 1112
Instrument ID: GC/MS Volatiles -0
Lab File ID: 00996.d
Initial WeighWolume: 5 ml
Final WeighWolume: 5 ml
Analyte
Benzene
Acetone
Result (ug/L) Qualifier RL
Chloroform 1
1, 1-0ichloroet~ane
1,2-Dichloroeth'ene, Total
1, 1-0ichloroethE!ne
Methylene Chlciride
Tetrachloroethene
Toluene
1, 1, 1-Trichloroethane
Trichloroethene
Vinyl chloride
Xylenes, Total
Surrogate
4-Bromofluorob8nzene
Dibromofluorombthane
Toluene-dB
STL Savannah
-----------------------'---''-
1.0
10
1.0
1.0
1.0
1.0
2.0
1.0
1.0
1.0
1.0
1.0
3.0
%Rec
97
104
109
Page 11 of 32
u
u
u
u
u
u
u
u
u u
u
u u
"'•••-•--•-,---»·•""""""•m-,-o-. "•---
1.0
10
1.0
1.0
1.0
1.0
2.0
1.0
1.0
1.0
1.0
1.0
3.0
Acceptance Lim its ....... ·--·--·-···-77 -120
75 -123
79 -122
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Client: lrminger Consulting, Inc.
Client Sam~le ID:
Lab Sample '10:
Client Matrix:
Method:
Preparation:
Dilution:
U/L MACON
680-7480-3
Air -Tedlar
EPA-18
N/A
1.0
EPA-18 Volatile Organic Compounds in Air
Analysis Batch: 680-20515
Analytical Data
Job Number 680-7480-1
Date Sampled: 08/25/2005 1130
Date Received: 08/26/2005 1112
Instrument ID:
Lab File ID:
GCIMS Volatiles - B
b0271.d
Initial WeighWolume:
Date Analyzed: 08/26/2005 1721 Final WeighWolume:
5 ml
5 ml
I Date Prepared: NIA
Analyte .~--~----··-.--•-----1.
Chloroform
cis-1,2-Dlchlorc;>ethene
trans-1,2-Dichloroethene
Toluene I
Trichloroethene
STL Savannah
~esult (mg/n,3)
1.0
1.0
1.0
1.0
1.0
Page 12 of 32
Injection Volume:
Qualifier RL
u 1.0
u 1.0
u 1.0
u 1.0
u 1.0
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Client: lrminger Consulting, Inc.
Client Sa"1ple ID: UD
Lab Sample ID: 680-7480-7
Client Matrix: Air -Tedlar
Method:
P . I reparation:
Dilution:
EPA-18
N/A
1.0
EPA-18 Volatile Organic Compounds in Air
Analysis Batch: 680-20515
Analytical Data
Job Number: 680-7480-1
Date Sampled: 08/25/2005 1245
Date Received: 08/26/2005 1112
Instrument ID: GC/MS Volatiles - B
Lab File ID: b0270.d
Initial WeighWolume: 5 ml
' Date Analyzed: 08/26/2005 1700 Final WeighWolume: 5 ml
Date Prepared:
I
N/A
Analyte ~---·---·--,· Chlorofonm
cis-1,2-Dictlloroethene
trans-1,2-Dichloroethene
Toluene
Trichloroethene
STL Savannah
Injection Volume:
__ Result (mg/m3L_ Qualifier
1.0 U
1.0 U
1.0 U
1.0 U
1.0 U
Page 13 of 32
RL ... -. --···-----------------·-1.0
1.0
1.0
1.0
1.0
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B
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Client: lrminger Consulting, Inc.
Client Sample ID:
Lab Sample ID:
Client Matrix:
Method:
Preparation: 1
Dilution:
UMSA
680-7 480-10
Air -Tedlar
EPA-18
NIA
1.0
EPA-18 Volatile Organic Compounds in Air
Analysis Batch: 680-20515
Date Analyzed: 08/26/2005 1506
Date Prepare?: N/A
Analyte
Chloroform
cis-1,2-Dichloroethene
trans-1,2-Dichloroethene
Toluene
Trichloroethen6
STL Savannah
Result (mg/m3)
, , .. -----·----.. --• .. -.
1.0
1.0
1.0
1.0
1.0
Page 14 of 32
u
u
u
u
u
Analytical Data
Job Number: 680-7480-1
Date Sampled: 08/25/2005 1030
Date Received: 08/26/2005 1112
Instrument ID:
Lab File ID:
GC/MS Volatiles - B
b0267.d
Initial WeighWolume:
Final WeighWolume:
Injection Volume:
5 ml
5 ml
1.0
1.0
1.0
1.0
1.0
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Client: lrminger Consulting, Inc.
Client Sample ID:
' Lab Sample ID:
Client Matrix:
Property Line
680-7 480-11
Air -Tedlar
Analytical Data
Job Number: 680-7480-1
Date Sampled: 08/25/2005 1045
Date Received: 08/26/2005 1112
EPA-18 Volatile Organic Compounds in Air
Method: EPA-18
Preparation: NIA
Dilution: 1.0
Date Analyzed: 08/26/2005
Date Prepared: N/A
Analyte
Chloroform
cis-1,2-Dichloroethene
trans-1,2-Dichl{?roethene
Toluene
Trichloroethene
STL Savannah
1743
Analysis Batch: 680-20515
Result (mgim3)
1.0
1.0
1.0
1.0
1.0
Page 15 of 32
Instrument ID:
Lab File ID:
GC/MS Volatiles -B
b0272.d
Initial WeighWolume: 5 ml
5 ml Final WeighWolume:
Injection Volume:
Qualifier
u
u
u
u
u
RL
1.0
1.0
1.0
1.0
1.0
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D
I
0
Client: lrminger Consulting, Inc.
Client Samp,le ID: UMSA INF
Lab Sample ID:
Client Matrix:
Method:
Preparation:
Dilution:
Date Analyzed:
Date Prepared:
Analyte
Barium
Cadmium
Chromium
Manganese
Zinc
STL Savannah
680-7480-1
Water
6020
3005A
1.0
09/01/2005 0234
08/30/2005 1404
Analytical Data
Job Number: 680-7480-1
Date Sampled:
Date Received:
08/25/2005 1100
08/26/2005 1112
6020 Inductively Coupled Plasma -Mass Spectrometry
Analysis Batch: 680-20854
Prep Batch: 680-20603
Resull (ug/L)
130
0.30
5.0
5.0
20
Page 16 of 32
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
0.30
5.0
5.0
20
•---.-•··-··-···
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Client: lrminger Consulting, Inc.
Client Sample ID: UMSA EFF
Lab Sample1ID:
Client Matrix:
680-7480-2
Water
Method: 6020
Preparation: 3005A
Dilution: 1.0
Date Analyzed: 09/01/2005 0325
Date Prepar~d: 08/30/2005 1404
Analyte
Barium
Cadmium
Chromium
Manganese
Zinc
STL Savannah
Analytical Data
Job Number: 680-7480-1
Date Sampled: 08/25/2005 111 O
Date Received: 08/26/2005 1112
6020 Inductively Coupled Plasma -Mass Spectrometry
Analysis Batch: 680-20854
Prep Batch: 680-20603
Result (ug/L)
160
0.30
5.0
44
20
Page 17 of 32
Instrument ID:
Lab File ID:
Initial WeighWolume:
Final WeighWolume:
Qualifier
u
u
u
ICP MS
N/A
50 ml
250 ml
RL
5.0
0.30
5.0
5.0
20
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Cl. I I. C . ,ent: rm,nger onsult1ng, Inc.
' Client Sample ID: UIL EFF
I
Lab Sample ID:
Client Matri{:
Method:
Preparation:
Dilution:
Date Analyz_ed:
Date Prepared:
Analyte
Barium
Cadmium
Chromium
Manganese
Zinc
STL Savannah
680-7480-4
Water
6020
3005A
1.0
09101/2005 0332
0813012005 1404
Analytical Data
Job Number: 680-7480-1
Date Sampled:
Date Received:
0812512005 1145
0812612005 1112
6020 Inductively Coupled Plasma -Mass Spectrometry
Analysis Batch: 680-20854
Prep Batch: 680-20603
Result (ug/L)
34
0.30
5.0
5.0
20
Page 18 of 32
Instrument ID:
Lab File ID:
Initial WeightNolume:
Final WeighWolume:
Qualifier
u u
u
u
ICP MS
NIA
50 ml
250 ml
RL
5.0
0.30
5.0
5.0
20
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Client: lrminger Consulting, Inc.
Client SamRle ID: UM INF
Lab Sample ID:
Client Matrix:
Method:
Preparation:
Dilution:
Date Analyzed:
Date Prepared:
'
Analyte
Barium
Cadmium
Chromium
Manganese
Zinc
STL Savannah
680-7480-5
Water
6020
3005A
1.0
09/01/2005 0339
08/30/2005 1404
Analytical Data
Job Number: 680-7 480-1
Date Sampled:
Date Received:
08/25/2005 1200
08/26/2005 1112
6020 Inductively Coupled Plasma -Mass Spectrometry
Analysis Batch: 680-20854
Prep Batch: 680-20603
Result (ug/L)
34
0.30
5.0
5.0
20
Page 19 of 32
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
0.30
5.0
5.0
20
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Client: lrminger Consulting, Inc.
Client Sample ID: LM INF
Lab Sample ID:
Client Matrix:'.
Method:
Preparation:
Dilution:
Date Analyzed:
Date Prepared:
Analyte
Barium
Cadmium
Chromium
Manganese
Zinc
STL Savannah
680-7480-6
Water
6020
3005A
1.0
09/01/2005 0347
08/30/2005 1404
Analytical Data
Job Number: 680-7480-1
Date Sampled:
Date Received:
08/25/2005 1230
08/26/2005 1112
6020 Inductively Coupled Plasma -Mass Spectrometry
Analysis Batch: 680-20854
Prep Batch: 680-20603
Result (ug/L)
25
0.30
5.0
5.0
20
Page 20 of 32
Instrument ID:
Lab File ID:
Initial WeighWolume:
Final WeighWolume:
Qualifier
u
u
u
u
ICPMS
NIA
50 ml
250 ml
RL
5.0
0.30
5.0
5.0
20
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Client: lrminger Consulting, Inc.
Client Sample ID: UD EFF
Lab Sample ID:
Client Matrix:'
680-7480-8
Water
Analytical Data
Job Number: 680-7480-1
Date Sampled: 08/25/2005 1300
Date Received: 08/26/2005 1112
6020 Inductively Coupled Plasma -Mass Spectrometry
Method: 6020 Analysis Batch: 680-20854 Instrument ID: ICP MS
Preparation: 1 3005A Prep Batch: 680-20603 Lab File ID: NIA
Dilution: 1.0 Initial WeighWolume: 50 ml
Date Analyzed 09/01/2005 0354 Final WeighWolume: 250 ml
Date Prepared: 08/30/2005 1404
Analyte Result (ug/L) Qualifier RL
.-.--.--~ .. -·-··--•-·"--·--.. ,__., ____ ., ____ -·-. ··-· "--··---···~
Barium 69 5.0
Cadmium 0.30 u 0.30
Chromium 10 5.0
Manganese 5.0 u 5.0
Zinc 20 u 20
STL Savannah Page 21 of 32
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Client: lrminger Consulting, Inc.
Client Sample ID: UD INF
Lab Sample·ID: . . I Client Matrix_:
Method:
Preparation: '
Dilution:
Date Analyzed:
I Date Prepared:
Analyte
Barium
Cadmium
Chromium
Manganese
Zinc
STL Savannah
680-7480-9
Water
6020
3005A
1.0
0910112005 0401
0813012005 1404
Analytical Data
Job Number: 680-7 480-1
Date Sampled: 0812512005 1330
Date Received: 08/2612005 1112
6020 Inductively Coupled Plasma -Mass Spectrometry
Analysis Batch: 680-20854
Prep Batch: 680-20603
Result (ug/L)
70
0.30
11
5.0
20
Page 22 of 32
Instrument ID:
Lab File ID:
Initial WeighWolume:
Final WeighWolume:
Qualifier
u
u
u
ICP MS
NIA
50 ml
250 ml
RL
5.0
0.30
5.0
5.0
20
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Client: I . . lrmrnger Consultrng, Inc.
)
Client Sample ID:
Lab Sample ID:
Client Matrix:
UMSA INF
680-7480-1
Water
Analyte Result
Total Suspended Solids 6.0
Client Sample ID:
Lab Sample ID:
Client Matrix:
Anly Batch: 680-20674
UMSA EFF
680-7480-2
Water
Analyte Result
Total Suspended Solids 5.0
Client Sample ID:
Lab Sample ID:
Client Matrix:
Anly Batch: 680-2067 4
U/L EFF
680-7480-4
Water
Analyte Result
Total Suspended Solids 5.0
Client Sample ID:
Lab Sample ID:
Client Matrix:
Anly Batch: 680-2067 4
UMINF
680-7480-5
Water
Analyte Result
Total Suspended Solids 5.0
Anly Batch: 680-20674
STL Savannah
General Chemistry
Qual Units
mg/L
Date Analyzed 08/30/2005 0645
Qual Units
U mg/L
Date Analyzed 08/30/2005 0645
Qual Units
U mg/L
Date Analyzed 08/30/2005 0645
Qual Units
U mg/L
Date Analyzed 08/30/2005 0645
Page 23 of 32
Analytical Data
Job Number: 680-7480-1
Date Sampled: 08/25/2005 1100
Date Received: 08/26/2005 1112
RL Dil Method
5.0 1.0 160.2
Date Sampled: 08/25/2005 1110
Date Received: 08/26/2005 1112
RL Dil Method
5.0 1.0 160.2
Date Sampled: 08/25/2005 1145
Date Received: 08/26/2005 1112
RL Dil Method
5.0 1.0 160.2
Date Sampled: 08/25/2005 1200
Date Received: 08/26/2005 1112
RL Dil Method
5.0 1.0 160.2
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Client: lrminger Consulting, Inc.
Client Sample ID:
Lab Sample ID:
Client Matrix:
LMINF
680-7480-6
Water
Analyte Result
Total Suspended Solids 5.0
Client Sample ID:
Lab Sample ID:
Client Matrix:
Anly Batch: 680-2067 4
UD EFF
680-7480-8
Water
Analyte Resull
Total Suspended Solids 5.0
Client Sample ID:
Lab Sample ID:
Client Matrix:
Anly Batch: 680-2067 4
UDINF
680-7480-9
Waler
Analyte Result
Total Suspended Solids 5.0
Anly Batch: 680-2067 4
STL Savannah
General Chemistry
Qual Units
U mg/L
Date Analyzed 08/30/2005 0645
Qual Units
U mg/L
Date Analyzed 08/30/2005 0645
Qual Units
U mg/L
Date Analyzed 08/30/2005 0645
Page 24 of 32
Analytical Data
Job Number: 680-7 480-1
Date Sampled: 08/25/2005 1230
Date Received: 08/26/2005 1112
RL
5.0
Date Sampled:
Date Received:
RL
5.0
Dil Method
1.0 160.2
08/25/2005 1300
08/26/2005 1112
Dil Method
1.0 160.2
Date Sampled: 08/25/2005 1330
Date Received: 08/26/2005 1112
RL Dil Method
5.0 1.0 160.2
8
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Client: lrminger Consulting, Inc.
Lab Section Qualifier
GC/MSVOA
u
Air Toxics
u
Metals
u
General Chemistry
u
STL Savannah
DATA REPORTING QUALIFIERS
Job Number: 680-7480-1
Description
Analyte was not detected at or above the reporting limit.
Analyte was not detected at or above the reporting limit.
Analyte was not detected at or above the reporting limit.
Analyte was not detected at or above the reporting limit.
Page 25 of 32
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Client: lrminger Consulting, Inc.
Surrogate Recovery Report
8260B Volatile Organic Compounds by GC/MS
Client Matrix: Water
Lab Samele ID Client Sam~le
680-7480-1 UMSA INF
680-7480-2 UMSA EFF
680-7480-4 U/L EFF
680-7480-5 UM INF
680-7480-6 LMINF
680-7480-8 UD EFF
680-7480-9 UD INF
680-7 480-12TB Trip Blank
LCS 680-21161/3 LCS
MB 680-21161/1 MB
Surrogate
(BFB) 4-Bromofluorobenzene
(DBFM) Dibromofluoromethane
(TOL) Toluene-dB
1 STL Savannah
(BFB) (DBFM) (TOL)
(%Rec) (%Rec) (%Rec)
94 104 107
95 104 107
95 103 106
96 103 106
97 101 108
96 103 107
97 102 108
97 104 109
101 106 105
97 103 107
Acceptance Limits
77 -120
75 -123
79 -122
Page 26 of 32
Quality Control Results
Job Number: 680-7480-1
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Client: lrminger Consulting, Inc.
Method Blank -Batch: 680-21161
Lab Sample ID: MB 680-21161/1
Client Matrix: Water
Dilution: 1.0
Date Analyzed: 09/05/2005 2232
Date Prepared: 09/05/2005 2232
Analyte
Acetone
Benzene
Chloroform
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
Dibromofluoromethane
Toluene-dB
Analysis Batch: 680-21161
Prep Batch: NIA
Units: ug/L
Result Qual
-• •••~,-•--•••-•-'•M-••~
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
103
107
u
u
u
u
u
u
u
u
u
u
u
u
u
Calculations are performed before rounding to avoid round-off errors in calculated: results.
STL Savannah Page 27 of 32
Quality Control Results
Job Number: 680-7480-1
Method: 8260B
Preparation: 5030B
Instrument ID: GC/MS Volatiles - 0
Lab File ID: oq791.d
Initial WeighWolume: 5 ml
Final WeighWolume: 5 ml
Acceptance Limits
77 -120
75 -123
79 -122
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
n
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Client: lrminger Consulting, Inc.
Laboratory Control Sample -Batch: 680-21161
Lab Sample ID: LCS 680-21161/3
Client Matrix:
Dilution:
Date Analyzed:
Date Prepared:
Analyte
Acetone
Benzene
Chloroform
Water
1.0
09/05/2005 2258
09/05/2005 2258
1, 1-Dichloroethane
1,2-Dichloroethene, Total
1, 1-Dichloroethene
Methylene Chloride
Tetrachloroethene
Toluene
1, 1, 1-Trichloroethane
Trichloroethene
Vinyl chloride
Xylenes, Total
Analysis Batch: 680-21161
Prep Batch: N/A
Units: ug/L
Spike Amount Result
100 88
50.0 54
50.0 51
50.0 51
100 98
50.0 47
50.0 51
50.0 47
50.0 53
50.0 49
50.0 48
50.0 50
150 160
Quality Control Results
Job Number: 680-7480-1
Method: 8260B
Preparation: 5030B
Instrument ID: GC/MS Volatiles -0
Lab File ID: oq792.d
Initial WeighWolume: 5 ml
Final WeighWolume: 5 ml
% Rec. Limit Qual
····-····~···"'
88 20 -183
108 74 -122
101 74 -124
102 70 -127
98 70 -130
94 64 -132
102 67 -128
95 70 -133
106 75 -122
98 70 -132
96 75 -122
99 59 -136
104 77 -121
Calculations are performed before rounding to avoid round-off errors in calculated results.
STL Savannah Page 28 of 32
u
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Client: lrminger Consulting, Inc.
Method Blank -Batch: 680-20515
Lab Sample ID: MB 680-2051511
Client Matrix:
Dilution:
Date Analyzed:
Date Prepared:
Analyte
Air -Tedlar Bag
1.0
0812612005 1141
NIA
Chloroform
cis-1,2-0ichloroethene
trans-1,2-Dichloroethene
Toluene
Trichloroethene
Laboratory Control/
Analysis Batch: 680-20515
Prep Batch: NIA
Units: mglm3
Result
1.0
1.0
1.0
1.0
1.0
Laboratory Control Duplicate Recovery Report -Batch: 680-20515
LCS Lab Sample ID: LCS 680-2051512
Client Matrix:
Dilution:
Date Analyzed:
Date Prepared:
Air -Tedlar Bag
1.0
0812612005 1213
NIA
LCSD Lab Sample ID: LCSD 680-2051515
Client Matrix:
Dilution:
Date Analyzed:
Date Prepared:
Analyte
Toluene
Trichloroethene
Air -Tedlar Bag
1.0
0812612005 1235
NIA
Analysis Batch: 680-20515
Prep Batch: NIA
Units: mglm3
Analysis Batch: 680-20515
Prep Batch: NIA
Units: mglm3
LCS
78
84
% Rec.
LCSD
88
98
Limit
60 -140
60 -140
Qual
u
u
u
u
u
Quality Control Results
Job Number: 680-7480-1
Method: EPA-18
Preparation: N/A
Instrument ID: GCIMS Volatiles -B
Lab File ID: bq566.d
Initial WeighWolume: 5 ml
Final WeighWolume: 5 ml
Injection Volume:
Method:.EPA-18
Preparation: NIA
RL
1.0
1.0
1.0
1.0
1.0
Instrument ID: GCIMS Volatiles -B
Lab File ID: bq567.d
Initial WeighWolume: 5 ml
Final WeighWolume: 5 ml
Injection Volume:
Instrument ID: GCIMS Volatiles -B
Lab File ID: bq568.d
Initial WeighWolume: 5 ml
Final WeighWolume: 5 ml
Injection Volume:
RPD
13
16
RPD Limit LCS Qual LCSD Qual
30
30
Calculations are performed before rounding to avoid round-off errors in calculated results.
STL Savannah Page 29 of 32
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Client: lrminger Consulting, Inc.
Method Blank -Batch: 680-20603
Lab Sample ID: MB 680-20603/15-A
Client Matrix: Water
Dilution: 1.0
Date Analyzed: 09/01/2005 0128
Date Prepared: 08/30/2005 1404
Analyte
Barium
Cadmium
Chromium
Manganese
Zinc
Laboratory Control/
Analysis Batch: 680-20854
Prep Batch: 680-20603 ·
Units: ug/L
Result
5.0
0.30
5.0
5.0
20
Laboratory Control Duplicate Recovery Report -Batch: 680-20603
LCS Lab Sample ID: LCS 680-20603/16-A
Client Matrix:
Dilution:
Date Analyzed:
Date Prepared:
Water
1.0
09/01/2005 0135
08/30/2005 1404
LCSD Lab Sample ID: LCSD 680-20603/17-A
Client Matrix:
Dilution:
Date Analyzed:
Date Prepared:
Analyte
Water
1.0
09/01/2005 0143
08/30/2005 1404
Analysis Batch: 680-20854
Prep Batch: 680-20603
Units: ug/L
Analysis Batch: 680-20854
Prep Batch: 680-20603
Units: ug/L
% Rec.
LCS LCSD Limit
Qual
u
u
u
u
u
Quality Control Results
Job Number: 680-7 480-1
Method: 6020
Preparation: 3005A
Instrument ID: ICP MS
Lab File ID: N/A
Initial WeighWolume: 50 ml
Final WeighWolume: 250 ml
Method: 6020
Preparation: 3005A
Instrument ID: ICP MS
Lab File ID: NIA
RL
0.30
5.0
5.0
20
Initial WeighWolume: 50 ml
Final WeighWolume: 250 ml
RPO
Instrument ID:
Lab File ID:
ICP MS
N/A
Initial WeighWolume: 50 ml
Final WeighWolume: 250 ml
RPD Limit LCS Oual LCSD Oual
.. ""· "·-··-·---· , ............. -, . ----··· ···--··--········-···· ., _______ ., ........ -,. ... ,., -
Barium 89 88 75 -125 1 20
Cadmium 95 93 75 -125 2 20
Chromium 93 92 75 -125 2 20
Manganese 96 94 75 -125 2 20
Zinc 98 95 75 -125 3 20
Calculations are performed before rounding to avoid round-off errors in calculat8d results.
STL Savannah Page 30 of 32
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Client: lrminger Consulting, Inc.
Matrix Spike/
Matrix Spike Duplicate Recovery Report -Batch: 680-20603
MS Lab Sample ID: 680-7480-1
Client Matrix: Water
Dilution: 1.0
Date Analyzed: 0910112005 0310
Date Prepared: 08/30/2005 1404
MSD Lab Sample ID: 680-7480-1
Client Matrix: Water
Dilution: 1.0
Date Analyzed: 09/01/2005 0317
Date Prepared: 08/30/2005 1404
Analyte
Barium
Cadmium
Chromium
Manganese
Zinc
Analysis Batch: 680-20854
Prep Batch: 680-20603 ,
Analysis Batch: 680-20854
Prep Batch: 680-20603
%Rec.
MS MSD Limit!
87 86 75 -125
97 95 75 -125
94 92 75 -125
98 95 75 -125
97 96 75 -125
Quality Control Results
Job Number: 680-7480-1
Method: 6020
Preparation: 3005A
Instrument ID:
Lab File ID:
ICPMS
NIA
Initial WeighWolume: 50 ml
Final WeighWolume: 250 ml
Instrument ID: ICP MS
Lab File ID: NIA
Initial WeighWolume: 50 ml
Final WeighWolume: 250 ml
RPO RPO Limit MS Qual MSD Qual __ ,.,, .......... , _____
'" ----· ····-·····
1 20
2 20
1 20
3 20
20
Calculations are performed before rounding to avoid round-off errors in calculated results.
STL Savannah Page 31 of 32
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Client: lrminger Consulting, Inc.
Method Blank -Batch: 680-20674
Lab Sample ID: MB 680-2067411
Client Matrix:
Dilution:
Date Analyzed:
Date Prepared:
Analyte
Water
1.0
0813012005 0645
NIA
Total Suspended Solids
Analysis Batch: 680-2067 4
Prep Batch: NIA
Units: mg/L
Result
5.0
Laboratory Control Sample -Batch: 680-20674
Lab Sample ID: LCS 680-2067412
Client Matrix:
Dilution:
Date Analyzed:
Date Prepared:
Analyte ·
Water
1.0
0813012005 0645
NIA
Total Suspended Solids
Matrix Duplicate -Batch: 680-20674
Lab Sample ID: 680-7480-2
Client Matrix: Water
Dilution: 1.0
Date Analyzed: 0813012005 0645
Date Prepared: NIA
Analyte
Total Suspended Solids
Analysis Batch: 680-2067 4
Prep Batch: NIA
Units: mg/L
Spike Amount
100
Result
95
Analysis Batch: 680-20674
Prep Batch: NIA
Units: mg/L
Sample ResulUQual
5.0 u
Quality Control Results
Job Number: 680-7480-1
Method: 160.2
Preparation: N/A
Instrument ID: No Equipment Assigned
Lab File ID: NIA
Initial WeighWolume: 200 ml
Final WeighWolume: 200 ml
Qual RL
U 5.0
Result
5.0
Method: 160.2
Preparation: NIA
Instrument ID: No Equipment Assigned
Lab File ID: NIA
Initial WeighWolume: 100 ml
Final WeighWolume: 100 ml
% Rec. Limit Qual
95
..... ,.
80 -120
Method: 160.2
Preparation: NIA
Instrument ID: No Equipment Assigned
Lab File ID: NIA
Initial WeighWolume: 100 ml
Final WeighWolume: 100 ml
RPD
NC
Limit
25
Qual
u
I Calculations are performed before rounding to avoid round-off errors in calculated results.
I STL Savannah Page 32 of 32
---------ANALYSIS REQUEST AND CHAIN OF CUSTODY RECORD
STL
PROJECT REFERENCE
(Y\ co r.:, O ,_, c. 'f:c ,ut,
STL ILABJ PROJECT MANAGER P.O. NUMBER
Mi..lJ -2-
TIME
PROJECT LOCATION
(STATE) /.J c___.
CONTRACT NO.
MATRIX
TYPE
RELINQUISHED BY: iSIGNATUREI
RECEIVED BY: (SIGNATURE)
---~ STL Savannah
5102 LaRoche Avenue
Savannah, GA 31404
0 Alternate Laboratory Name;location
REQUIRED ANALYSIS
NUMBER OF CONTAINERS SUBMITTED
Website: www.stl-inc.com
Phone: [phone]
Fax: [phone]
Phone:
Fax:
-1!!!!!11
PAGE OF
STANDARD REPORT
DELIVERY 0
DATE DUE ____ _
REMARKS
TIME RELINQUISHED BY: ISIGNATUREI DATE TIME
DATE TIME RECEIVED BY: (SIGNATURE) DATE TIME
laliiiil
LABORATORY USE ONLY --
CUSTODY INTACT
YES ·0.
N6 ·o
CUSTODY -
SEAL NO. -
STL824D-680 (12/02)
PROJECT REFERENCE
STL ILABI PROJECT MANAGER
SAMPLE
DATE TIME
RECEIV Y
(SIGNATU ;
~: . . . .
ANALYSIS REQUEST AND CHAIN OF CUSTODY RECORD
STL
PROJECT NO. _ ,A
600 "(-o-:, \ 'f••,
P.O. NUMBER
SAMPLE IDENTIFICATION
i ,,_,-r-
Iv r--
PROJECT LOCATION
(STATE)
CONTRACT NO.
MATRIX
TYPE
RELINQUISHED BY: {SIGNAfUR£1
RECEIVED BY: !SIGNATUREJ
~ STL Savannah
5102 LaRoche Avenue
Savannah, GA 31404
0 Alternate Laboratory Name/location
REQUIRED ANALYSIS
---,
i
2.. \
I \ (
I I I
I I I
z__ I I
2. I
2... z.._ l
Website: v..rww.stl-inc.com
Phone: [phone]
Fax: [phone]
Phone:
Fax:
PAGE OF
DATE TIME RELINQUISHED BY: <SJGNAfUREJ DATE TIME
DATE TIME RECEIVED BY: {SIGNATURE) DATE TIME
_ EAB9)lATORY USE_ ONLY
. CUSTODY INTACT
YES. C:,
No· C:,
CUSTODY
SEAL NO.
STL SAVANNAH LABORATORY REMARKS
LOGNO.• _ - · ... 01.1~0. . 'p_ pv .
STL8240-680 (12/02)
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Severn Trent Laboratories, Inc.
ANALYTICAL REPORT
Job Number: 680-6509-1
Job Description: Macon Dockery
For:
I rminger Consulting, Inc.
7015 Erinbrook Drive
Concord, NC 28025
Attention: Mr. Steve lrminger
Kathryn Smith
Project Manager I :
08/12/2005
STL Savannah 5102 LaRoche Avenue, Savannah, GA 31404
Tel [phone] Fax [phone] www.stl-inc.com Page 1 of 46
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METHOD SUMMARY
Client: lrminger Consulting, Inc.
Description
Matrix: Water
Volatile Organic Compounds by GC/MS
Purge-and-Trap
Inductively Coupled Plasma -Mass Spectrometry
Acid Digestion of Waters for Total Recoverable or
Mercury in Liquid Waste (Manual Cold Vapor Technique)
Mercury in Liquid Waste (Manual Cold Vapor
Residue, Non-Filterable (Gravimetric, Dried at 103-105C)
LAB REFERENCES:
STL-SAV = STL-Savannah
METHOD REFERENCES:
Lab Location
STL-SAV
STL-SAV
STL-SAV
STL-SAV
STL-SAV'
STL-SAV
STL-SAV
Job Number: 680-6509-1
Method Preparation Method
SW846 8260B
SW846 5030B
SW846 6020
SW846 3005A
SW846 7470A
SW846 7470A
MCAWW 160.2
MCAWW -"Methods For Chemical Analysis Of Water And Wastes", EPA-600/4-79-020, March 1983 And
Subsequent Revisions.
SW846 -"Test Methods For Evaluating Solid Waste, Physical/Chemical Methods", Third Edition, November 1986
And Its Updates.
STL Savannah
Page 2 of 46
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Client: lrminger Consulting, Inc.
Lab Sample ID Client Sample ID
680-6509-1 MW-15
680-6509-2 MW-25
680-6509-3 MW-2A
680-6509-4 MW-9
680-6509-5 MW-11
680-6509-5MSMS MW-11 MS
680-6509-5MSDMSD MW-11 MSD
680-6509-6 MW-19
680-6509-7 MW-21
680-6509-8 MW-23
680-6509-9 MW-22
680-6509-1 OFD DUP1
680-6509-11 FD DUP2
680-6509-12 MW-13
680-6509-12MSMS MW-13 MS
680-6509-12MSDMS MW-13 MSD
STL Savannah
SAMPLE SUMMARY
Job Number: 680-6509-1
Date/Time Date/Time
Client Matrix Sampled Received
Water 07/30/2005 0725 08/02/2005 1307
Water 07/30/2005 0830 08/02/2005 1307
Water 07 /3012005 0930 08/02/2005 1307
Water 07/30/2005 1030 08/02/2005 1307
Water 07/30/2005 1050 08/02/2005 1307
Water 07,/30/2005 1100 08/02/2005 1307
Water 07/30/2005 1100 08/0212005 1307
Water 07130/2005 1250 08/02/2005 1307
Water 07/31/2005 1130 08/02/2005 1307
Water 07/31/2005 0950 08/02/2005 1307
Water 07/31/2005 1500 08/02/2005 1307
Water 07 i30/2005 1035 08/02/2005 1307
Water 07/30/2005 0935 08/02/2005 1307
Water 07/31/2005 1410 08/02/2005 1307
Water 07/31/2005 1430 08/02/2005 1307
Water 07/31/2005 1430 08/02/2005 1307
Page 3 of 46
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Client: lrminger Consulting, Inc.
Client Sample ID:
Lab Sample ID:
Client Matrix:
MW-15
680-6509-1
Water
Analytical Data
Job Number: 680-6509-1
Date Sampled:
Date Received:
07/30/2005 0725
08/02/2005 1307
8260B Volatile Organic Compounds by GC/MS
Method: 8260B Analysis Batch: 680-18952 lnstnument ID: GC/MS Volatiles - P
Preparation: 5030B Lab File ID: p8332.d
Dilution: 1.0 Initial WeighWolume: 5 ml
Date Analyzed: 08/09/2005 0939 Final WeighWolume: 5 ml
Date Prepared: 08/09/2005 0939
RL Analyte __ _ Result (ug/L) Qualifier ... .,_...·-···-·----·---. ~-_,_. ····-"· --••"" ··-··" ' "···---·-------·-·------··-·--·--······-····~··----___ :.c_
Benzene
Acetone
Chloroform
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-dB
STL Savannah
1.0 u 1.0
10 u 10
1.0 u 1.0
5.1 1.0
1.0 u 1.0
30 1.0
2.0 (J 2.0
1.0 u 1.0
1.0 u 1.0
9.2 1.0
1.0 u 1.0
1.0 u 1.0
3.0 u, 3.0
%Rec
90
91
90
.. ., ..... ______ ·--·----··••----------·-Acceptance Limits
77 -120
75 -123
79 -122
Page 4 of 46
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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
680-6509-2
Water
8260B Volatile Organic Compounds by GC/MS
8260B
5030B
1.0
08/09/2005 1007
08/09/2005 1007
Analysis Batch: 680-18952
Analytical Data
Job Number: 680-6509-1
Date Sampled: 07/30/2005 0830
Date Received: 08/02/2005 1307
Instrument ID: GC/MS Volatiles - P
Lab File ID: p8334.d
Initial WeighWolume: 5 ml
Final WeighWolume: 5 ml
Analyte .. ----·--·------·-·-·· ... -· ·-··--.... ·•--· _______ Result (ug/L) .. ·--~--~~a_li_fie_r _____ _ RL
Acetone
Benzene
Chloroform
1, 1-Dichloroethane
1,2-Dichloroethene, Total
1, 1-Dichloroethene
Methylene Chloride
T etrachloroethene
Toluene
1, 1, 1-Trichloroethane
Trichloroethene
Vinyl chloride
Xylenes, Total
Surrogate __ ----··-·-
4-Bromofluorobenzene
Oibromofluoromethane
Toluene-dB
STL Savannah
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 U
%Rec
89
90
90
Page 5 of 46
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
•• .,-,w•n•-••----•-•~••-•---•-•••
77 • 120
75 · 123
79 -122
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Client: lrminger Consulting, Inc.
Client Sample ID:
Lab Sample ID:
Client Matrix:
MW-2A
680-6509-3
Water
Analytical Data
Job Number: 680-6509-1
Date Sampled: 07/30/2005 0930
Date Received: 08/02/2005 1307
8260B Volatile Organic Compounds by GC/MS
Method:
Preparation:
Dilution:
Date Analyzed:
Date Prepared:
:\_nalyte
Acetone
Benzene
Chloroform
8260B
5030B
1.0
08/09/2005 1035
08/09/2005 1035
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
Dibromofluoromethane
Toluene-dB
STL Savannah
Analysis Batch: 680-1895~
... Result(ug/L)_ .,_,.~! ....
10
1.0
1.0
5.0
1.0
150
2.0
24
1.0
14
3.4
1.0
3.0
%Rec
88
90
91
Page 6 of 46
'
Instrument ID: GC/MS Volatiles - P
Lab File ID: p8336.d
Initial WeighWolume: 5 ml
Final WeighWolume: 5 ml
Qualifier RL --·-·-·-·· -·. u
u
u
u
u
u
u
u
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.
Client Sample ID:
Lab Sample ID:
Client Matrix:
MW-9
680-6509-4
Water
Analytical Data
Job Number: 680-6509-1
Date Sampled: 07/30/2005 1030
Date Received: 08/02/2005 1307
8260B Volatile Organic Compounds by GC/MS
Method: 8260B
Preparation: 5030B
Dilution: 1.0
Date Analyzed: 08/09/2005 1103
Date Prepared: 08/09/2005 1103
Analyte .. ·····-·-·-·---------------. ---
Acetone
Benzene
Chloroform
1, 1-Dichloroethane
1,2-Dichloroethene, Total
1, 1-0ichloroethene
Methylene Chloride
Tetrachloroethene
Toluene
1, 1, 1-T richloroethane
Trichloroethene
Vinyl chloride
Xylenes, Total
Surrogate
·······-··•·· ------4-Bromofluorobenzene
Dibromofluoromethane
Toluene-dB
STL Savannah
Analysis Batch: 680-18952
_______ Result (ug/L)
10
1.0
1.0
28
3.7
15
2.0
7.2
1.0
1.5
3.2
2.5
3.0
%Rec
Instrument ID: GC/MS Volatiles - P
Lab File ID: p8338.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 89
93
90
Page 7 of 46
75 -123
79 -122
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Client: lrminger Consulting, Inc.
Client Sample ID:
Lab Sample ID:
Client Matrix:
MW-11
680-6509-5
Water
Analytical Data
Job Number: 680-6509-1
Date Sampled: 07/30/2005 1050
Date Received: 08/02/2005 1307
8260B Volatile Organic Compounds by GC/MS
Method:
Preparation:
Dilution:
Date Analyzed:
Date Prepared:
Analyte ~·-
Benzene
Acetone
Chloroform
8260B
5030B
1.0
08/09/2005
08/09/2005
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
Dibromofluoromethane
Toluene-dB
STL Savannah
1132
1132
Analysis Batch: 680-18952 Instrument ID: GC/MS Volatiles - P
Lab File ID: p8340.d
Initial WeighWolume: 5 ml
Final WeighWolume: 5 ml
.. Result (ug/L). Qualifier RL ·---------_______ ,. ____ .
1.0 u 1.0
10 u 10
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 ----------------------...... ···---·---·· 90 77 -120
90 75 -123
91 79 -122
Page 8 of 46
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Client: lrminger Consulting, Inc.
Client Sample ID:
Lab Sample ID:
Client Matrix:
MW-19
680-6509-6
Water
Analytical Data
Job Number: 680-6509-1
Date Sampled: 07/30/2005 1250
Date Received: 08/02/2005 1307
8260B Volatile Organic Compounds by GC/MS
Method: 8260B
Preparation: 5030B
Dilution: 1.0
Date Analyzed: 08/09/2005 1200
Date Prepared: 08/09/2005 1200
Acetone
Benzene
Chloroform
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
Dibromofluoromethane
Toluene-dB
STL Savannah
Analysis Batch: 680-18952 Instrument ID: GC/MS Volatiles - P
Lab File ID: p8342.d
Initial WeighWolume: 5 ml
Final WeighWolume: 5 ml
Result Qualifier ,, ____ . : ... :, .. :.: .. _______ .,,,, RL
10
1.0
1.0
1.0
1.0
1.0
2.0
1.0
1.0
1.0
1.0
1.0
3.0
10
1.0
1.0
9.9
22
190
2.0
58
1.0
25
8.7
1.0
3.0
88
89
89
Page 9 of 46
u
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: MW-21
Lab Sample ID:
Client Matrix:
680-6509-7
Water
Analytical Data
Job Number: 680-6509-1
Date Sampled: 07/31/2005 1130
Date Received: 08/02/2005 1307
8260B Volatile Organic Compounds by GC/MS
Method:
Preparation:
Dilution:
Date Analyzed:
Date Prepared:
8260B
5030B
1.0
08/09/2005 1228
08/09/2005 1228
Analysis Batch: 680-18952
Analyte •...• _________ ···-· ...... -~"5.~lt_(~g/~)_
Benzene 1.0
Acetone 10
Chloroform 1.0
1, 1-Dichloroethane 1.2
1,2-Dichloroethene, Total 1.0
1, 1-Dichloroethene 1.0
Methylene Chloride 2.0
Tetrachloroethene 1.1
Toluene 1.0
1,1,1-Trichloroethane 1.0
Trichloroethene 4.0
Vinyl chloride 1.0
Xylenes, Total 3.0
%Rec
Instrument ID: GC/MS Volatiles -P
Lab File ID: p8344.d
Initial WeighWolume: 5 ml
Final WeighWolume: 5 ml
Qualifier
u
RL ····-·-·-···--------------1.0
u
u
u
u
u
u
u
u
u
10
1.0
1.0
1.0
1.0
2.0
1.0
1.0
1.0
1.0
1.0
3.0
Acceptance Limits Surr_()gate '"·-· ............ __ ... ·····------·-·· ······---··-·-·-·---····•·-----4-Bromofluorobenzene
Dibromofluoromethane
Toluene-dB
STL Savannah
88
91
89
Page 10 of 46
77 -120
75 -123
79 -122
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Client: lrminger Consulting, Inc.
Client Sample ID:
Lab Sample ID:
Client Matrix:
MW-23
680-6509-8
Water
Analytical Data
Job Number: 680-6509-1
Date Sampled:
Date Received:
07/31/2005 0950
08/02/2005 1307
8260B Volatile Organic Compounds by GC/MS
Method:
Preparation:
Dilution:
Date Analyzed:
Date Prepared:
Analyte __ _
Benzene
Acetone
Chloroform
8260B
5030B
1.0
08/10/2005 1726
08/10/2005 1726
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
Dibromofluoromethane
Toluene-dB
STl Savannah
Analysis Batch: 680-18931 Instrument ID: GC/MS Volatiles -P
Lab File ID: p8399.d
Initial WeighWolume: 5 ml
Final WeighWolume: 5 ml
.... Result_ (,_u:.g/_l-'-) ___ a_u_al_ifi_er Rl ---
1.0 U
10 U
1.0 U
6.7
1.6
3.5
2.0
1.5
1.0
1.0
1.6
1.0
3.0
%Rec ---92
97
100
Page 11 of 46
u
u
u
u
u
1.0
10
1.0
1.0
1.0
1.0
2.0
1.0
1.0
1.0
1.0
1.0
3.0
.. ---·---·-·-·-· "-·· ··---~-~:~ptance Limits
77 -120
75 -123
79 -122
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Client: lrminger Consulting, Inc.
Client Sample ID:
Lab Sample ID:
Client Matrix:
MW-22
680-6509-9
Water
Analytical Data
Job Number: 680-6509-1
Date Sampled: 07/31/2005 1500
Date Received: 08/02/2005 1307
8260B Volatile Organic Compounds by GC/MS
Method:
Preparation:
Dilution:
Date Analyzed:
Date Prepared:
Analyte
Acetone
Benzene
Chloroform
8260B
5030B
1.0
08/10/2005 1755
08/10/2005 1755
1, 1-Dichloroethane
1,2-Dichloroethene, Total
1, 1-Dichloroethene
Methylene Chloride
Tetrachloroethene
Toluene
1, 1, 1-Trichloroethane
Trichloroethene
Vinyl chloride
Xylenes, Total
4-Bromofluorobenzene
Dibromofluoromethane
Toluene-dB
STL Savannah
Analysis Batch: 680-18931 Instrument ID: GC/MS Volatiles -P
Lab File ID: p8401.d
Initial WeighWolume: 5 ml
Final WeighWolume: 5 ml
Result (ug/L) Qualifier RL ---'---"-"-------------·----10 U 10
1.0 U 1.0
1.0 U 1.0
4.8 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
91
97
98
Page 12 of 46
Acceptance Limits ·--·----"-····--·---····-·-·~ ··••<,--·-···•-<,--. ---77 -120
75 -123
79 -122
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Client: lrminger Consulting, Inc.
Client Sample ID:
Lab Sample ID:
Client Matrix:
DUP1
680-6509-1 0FD
Water
Analytical Data
Job Number: 680-6509-1
Date Sampled: 07/30/2005 1035
Date Received: 08/02/2005 1307
8260B Volatile Organic Compounds by GC/MS
Method: 8260B Analysis Batch: 680-18952 Instrument ID: GC/MS Volatiles - P
Preparation: 5030B Lab File ID: p8350.d
Dilution: 1.0 Initial WeighWolume: 5 ml
Date Analyzed: 08/09/2005 1352 Final WeighWolume: 5 ml
Date Prepared: 08/09/2005 1352
Analyte _______ Result (ug/L) ' Qualifier RL
-• -··--·------•--" ·-·-·--·--····-··-.,-·····.,--,
Acetone 10 u 10
Benzene 1.0 u 1.0
Chloroform 1.0 u 1.0
1, 1-Dichloroethane 27 1.0
1,2-Dichloroethene, Total 3.3 1.0
1, 1-Dichloroethene 14 1.0
Methylene Chloride 2.0 u 2.0
Tetrachloroethene 6.3 1.0
Toluene 1.0 u 1.0
1, 1, 1-Trichloroethane 1.4 10
Trichloroethane 3.3 1.0
Vinyl chloride 2.1 1.0
Xylenes, Total 3.0 'u 3.0
Surrogate ...... %Rec Acceptance Limits ··---·----•• ---.. '"··--·-··---·-.. --. -----
4-Bromofluorobenzene 90 77 -120
Dibromofluoromethane 91 75 -123
Toluene-dB 90 79 -122
STL Savannah Page 13 of 46
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Client: lrminger Consulting, Inc.
Client Sample ID:
Lab Sample ID:
Client Matrix:
DUP2
680-6509-11 FD
Water
Analytical Data
Job Number: 680-6509-1
Date Sampled: 07/30/2005 0935
Date Received: 08/02/2005 1307
8260B Volatile Organic Compounds by GC/MS
Method: 8260B Analysis Batch: 680-18952 , Instrument ID: GC/MS Volatiles -P
Preparation: 5030B Lab File ID: p8352.d
Dilution: 1.0 Initial WeighWolume: 5 ml
Date Analyzed: 08/09/2005 1421 Final WeighWolume: 5 ml
Date Prepared: 08/09/2005 1421
Analyte __ Result (ug/L) Qualifier RL -,-·,,----··~-·--····· ··-.. -~-··-·-·-···~····"·-··~--~··
Benzene 1.0 u 1.0
Acetone 10 u 10
Chloroform 1.0 u 1.0
1, 1-Dichloroethane 4.9 1.0
1,2-Dichloroethene, Total 1.0 u 1.0
1, 1-Dichloroethene 150 1.0
Methylene Chloride 2.0 u 2.0
Tetrachloroethene 25 1.0
Toluene 1.0 u 1.0
1, 1, 1 ~Trichloroethane 14 1.0
Trichloroethene 3.4 1.0
Vinyl chloride 1.0 u 1.0
Xylenes, Total 3.0 ,U 3.0
Surroga_te -·-·····~· .. %Rec ........ ,, Acceptance Limits-· . ····---····-·--·······
4-Bromofluorobenzene 90 77 -120
Dibromofluoromethane 90 75 -123
Toluene-dB 90 79 -122
STL Savannah Page 14 of 46
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Client: lrminger Consulting, Inc.
Client Sample ID:
Lab Sample ID:
Client Matrix:
MW-13
680-6509-12
Water
Analytical Data
Job Number: 680-6509-1
Date Sampled: 07/31/2005 1410
Date Received: 08/02/2005 1307
8260B Volatile Organic Compounds by GC/MS
Method:
Preparation:
Dilution:
Date Analyzed:
Date Prepared:
Analyte ··--···--···-·
Benzene
Acetone
Chloroform
82608
50308
1.0
08/09/2005
08/09/2005
1, 1-Dichloroethane
1,2-Dichloroethene, Total
1, 1-Dichloroethene
Methylene Chloride
Tetrachloroethene
Toluene
1, 1, 1-Trichloroethane
Trichloroethene
Vinyl chloride
Xylenes, Total
Analysis Batch: 680-18952
1449
1449
Re,sult (ug/L)
1.0
10
1.0
1.0
1.0
1.0
2.0
1.0
1.0
1.0
1.0
1.0
3.0
Surrogate %Rec
Instrument ID: GC/MS Volatiles - P
Lab File ID: p8354.d
Initial WeighWolume: 5 ml
Final WeighWolume: 5 ml
Qualifier RL
•••• ••• •-•--••~•m'"•"~•u-••~ . --··-··-·-··---" .. " ··-· ----·-·"--• .. ···-u 1.0
u 10
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 Lim its
77 -120 4-Bromofluorobenzene 88
Dibromofluoromethane 89 75 -123
Toluene-dB 89 79 -122
STL Savannah Page 15 of 46
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Client: lrminger Consulting, Inc.
Client Sample ID: MW-15
Lab Sample ID:
Client Matrix:
Method:
Preparation:
Dilution:
Date Analyzed:
Date Prepared:
Analy1e
Barium
Cadmium
Chromium
Manganese
Lead
Zinc
680-6509-1
Water
6020
3005A
1.0
08/05/2005 1632
08/03/2005 1648
Analytical Data
Job Number: 680-6509-1
Date Sampled: 07/30/2005 0725
Date Received: 08/02/2005 1307
6020 Inductively Coupled Plasma -Mass Spectrometry
Analysis Batch: 680-18499
Prep Batch: 680-17971
Result (ug/L)
100
0.30
49
87
79
20
Instrument ID:
Lab File ID:
Initial WeighWolume:
Final WeighWolume:
Qualifier
u
ICPMS
N/A
50 ml
250 ml
RL
5.0
0.30
5.0
5.0
1.5
20
7470A Mercury in Liquid Waste (Manual Cold Vapor Technique)
Method:
Preparation:
Dilution:
Date Analyzed:
Date Prepared:
Analy1e
Mercury
STL Savannah
7470A
7470A
1.0
08/08/2005
08/05/2005
1944
1142
Analysis Batch: 680-18592
Prep Batch: 680-18187
Result (ug/L)
0.35
Page 16 of 46
Instrument ID:
Lab File ID:
Initial WeighWolume:
Final WeighWolume:
Qualifier
LEEMAN1
NIA
50
50
ml
ml
RL
0.20
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Client: lrminger Consulting, Inc.
Client Sample ID: MW-25
Lab Sample ID:
Client Matrix:
680-6509-2
Water
Analytical Data
Job Number: 680-6509-1
Date Sampled: 07/30/2005 0830
Date Received: 08/02/2005 1307
6020 Inductively Coupled Plasma -Mass Spectrometry
Method:
Preparation:
6020
3005A
Dilution: 1.0
Date Analyzed: 08/05/2005 1639
Date Prepared: 08/03/2005 1648
Analysis Batch: 680-18499
Prep Batch: 680-17971
Analyte Result (ug/L)
Barium
Cadmium
Chromium
Manganese
Lead
Zinc
STL Savannah
100
0.30
10
6.9
1.5
20
Page 17 of 46
Instrument ID:
Lab File ID:
Initial WeighWolume:
Final WeighWolume:
Qualifier
u
u
u
ICPMS
N/A
50 ml
250 ml
RL
5.0
0.30
5.0
5.0
1.5
20
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Client: lrminger Consulting, Inc.
Client Sample ID: MW-2A
Lab Sample ID:
Client Matrix:
Method:
Preparation:
Dilution:
Date Analyzed:
Date Prepared:
Analyte
Barium
Chromium
Manganese
Zinc
STL Savannah
680-6509-3
Water
6020
3005A
1.0
08/05/2005 1701
08/03/2005 1648
Analytical Data
Job Number: 680-6509-1
Date Sampled: 07/30/2005 0930
Date Received: 08/02/2005 1307
6020 Inductively Coupled Plasma -Mass Spectrometry
Analysis Batch: 680-18499
Prep Batch: 680-17971
Result (ug/L)
160
5.3
7.0
20
Page 18 of 46
Instrument ID:
Lab File ID:
Initial WeighWolume:
Final WeighWolume:
Qualifier
u
ICP MS
NIA
50 ml
250 ml
RL
5.0
5.0
5.0
20
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Client: lrminger Consulting, Inc.
Client Sample ID: MW-9
Lab Sample ID:
Client Matrix:
Method:
Preparation:
Dilution:
Date Analyzed:
Date Prepared:
Analyte
Barium
Cadmium
Chromium
Manganese
Lead
Zinc
STL Savannah
680-6509-4
Water
6020
3005A
1.0
08/05/2005 1708
0810312005 1648
Analytical Data
Job Number: 680-6509-1
Date Sampled: 07/30/2005 1030
Date Received: 08/02/2005 1307
6020 Inductively Coupled Plasma -Mass Spectrometry
Analysis Batch: 680-18499
Prep Batch: 680-17971
Result (ugll)
-·--·-•---<>•"<
350
0.30
12
3600
1.5
20
Page 19 of 46
Instrument ID:
Lab File ID:
ICP MS
NIA
Initial WeighWolume: 50 ml
Final WeighWolume: 250 ml
Qualifier RL
5.0
u 0.30
5.0
5.0
u 1.5
u 20
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Client: lrminger Consulting, Inc.
Client Sample ID: MW-11
Lab Sample ID:
Client Matrix:
Method:
Preparation:
Dilution:
Date Analyzed:
Date Prepared:
Analyte
Barium
Cadmium
Chromium
Manganese
Lead
Zinc
STL Savannah
680-6509-5
Water
6020
3005A
1.0
08/05/2005 1715
08/03/2005 1648
Analytical Data
Job Number: 680-6509-1
Date Sampled: 07/30/2005 1050
Date Received: 08/02/2005 1307
6020 Inductively Coupled Plasma -Mass Spectrometry
Analysis Batch: 680-18499
Prep Batch: 680-17971
Result (ug/L)
150
0.30
8.9
32
22
20
Page 20 of 46
Instrument ID:
Lab File ID:
Initial WeighWolume:
Final WeighWolume:
Qualifier
u
u
ICPMS
NIA
50 ml
250 ml
RL
5.0
0.30
5.0
5.0
1.5
20
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Client: lrminger Consulting, Inc_
Client Sample ID: MW-19
Lab Sample ID:
Client Matrix:
Method:
Preparation:
Dilution:
Date Analyzed:
Date Prepared:
Analyte
Barium
Chromium
Manganese
Zinc
680-6509-6
Water
6020
3005A
1_0
0810512005 1754
0810312005 1648
Analytical Data
Job Number: 680-6509-1
Date Sampled: 0713012005 1250
Date Received: 0810212005 1307
6020 Inductively Coupled Plasma -Mass Spectrometry
Analysis Batch: 680-18499
Prep Batch: 680-17971
Result (ugll)
------------
330
890
1700
67
Instrument ID:
Lab File ID:
ICP MS
NIA
Initial WeighWolume: 50 ml
Final WeighWolume: 250 ml
Qualifier RL
5_0
5_0
5_0
20
7470A Mercury in Liquid Waste (Manual ~old Vapor Technique)
Method:
Preparation:
Dilution:
Date Analyzed:
Date Prepared:
Analyte
Mercury
STL Savannah
7470A
7470A
1_0
08/08/2005 1947
0810512005 1142
Analysis Batch: 680-18592
Prep Batch: 680-18187
Result (ugll)
0_31
Page 21 of 46
Instrument ID:
Lab File ID:
Initial WeighWolume:
Final WeighWolume:
Qualifier
LEEMAN1
NIA
50 ml
50 ml
RL
0_20
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Client: lrminger Consulting, Inc.
Client Sample ID: MW-21
Lab Sample ID:
Client Matrix:
Method:
Preparation:
Dilution:
Date Analyzed:
Date Prepared:
Analyte
Barium
Chromium
Manganese
Zinc
STL Savannah
680-6509-7
Water
6020
3005A
1.0
08/05/2005 1802
08/03/2005 1648
Analytical Data
Job Number: 680-6509-1
Date Sampled: 07/31/2005 1130
Date Received: 08/02/2005 1307
6020 Inductively Coupled Plasma -Mass Spectrometry
Analysis Batch: 680-18499
Prep Batch: 680-17971
Result (ug/L)
9.7
12
9.8
91
Page 22 of 46
Instrument ID:
Lab File ID:
Initial WeighWolume:
Final WeighWolume:
Qualifier
ICPMS
NIA
50 ml
250 ml
RL
5.0
5.0
5.0
20
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Client: lrminger Consulting, Inc.
Client Sample ID: MW-23
Lab Sample ID:
Client Matrix:
Method:
Preparation:
Dilution:
Date Analyzed:
Date Prepared:
Analyte
Barium
Chromium
Manganese
Zinc
680-6509-8
Water
6020
3005A
1.0
08/05/2005 1809
08/03/2005 1648
Analytical Data
Job Number: 680-6509-1
Date Sampled: 07/31/2005 0950
Date Received: 08/02/2005 1307
6020 Inductively Coupled Plasma -Mass Spectrometry
Analysis Batch: 680-18499
Prep Batch: 680-17971
Result (ug/L)
•~--H-•---.-------•---•---
11
5.0
65
20
'
Instrument ID:
Lab File ID:
ICP MS
N/A
Initial WeighWolume: 50 ml
Final WeighWolume: 250 ml
Qualifier RL
5.0
u 5.0
5.0
u 20
7470A Mercury in Liquid Waste (Manual C~ld Vapor Technique)
Method:
Preparation:
Dilution:
Date Analyzed:
Date Prepared:
Analyte
Mercury
STL Savannah
7470A
7470A
1.0
08/08/2005 1949
08/05/2005 1142
Analysis Batch: 680-18592
Prep Batch: 680-18187
Result (ug/L)
0.20
Page 23 of 46
Instrument ID:
Lab File ID:
Initial WeighWolume:
Final WeighWolume:
Qualifier
u
LEEMAN1
N/A
50 ml
50 ml
RL
0.20
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Client: lrminger Consulting, Inc.
Client Sample ID: MW-22
Lab Sample ID:
Client Matrix:
Method:
Preparation:
Dilution:
Date Analyzed:
Date Prepared:
Analyte
Barium
Cadmium
Chromium
Manganese
Lead
Zinc
STL Savannah
680-6509-9
Water
6020
3005A
1.0
08/05/2005 1830
08/03/2005 1648
Analytical Data
Job Number: 680-6509-1
Date Sampled: 07/31/2005 1500
Date Received: 08/02/2005 1307
6020 Inductively Coupled Plasma -Mass Spectrometry
Analysis Batch: 680-18499
Prep Batch: 680-17971
Result (ug/L)
6.7
0.30
6.4
12
1.5
20
Page 24 of 46
Instrument ID:
Lab File ID:
Initial WeighWolume:
Final WeighWolume:
Qualifier
u
u
u
ICP MS
N/A
50 ml
250 ml
RL
5.0
0.30
5.0
5.0
1.5
20
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Client: I rminger Consulting, Inc.
Client Sample ID: DUP1
Lab Sample ID:
Client Matrix:
Method:
Preparation:
Dilution:
Date Analyzed:
Date Prepared:
Analyte
Barium
Chromium
Manganese
Lead
Zinc
680-6509-1 OFD
Water
6020
3005A
1.0
08/05/2005 1838
08/03/2005 1648
'
Analytical Data
Job Number: 680-6509-1
Date Sampled:
Date Received:
07/30/2005 1035
08/02/2005 1307
6020 Inductively Coupled Plasma -Mass Spectrometry
Analysis Batch: 680-18499
Prep Batch: 680-17971
Result (ug/L)
620
25
4300
1.8
29
Instrument ID:
Lab File ID:
Initial WeighWolume:
Final WeighWolume:
Qualifier
ICPMS
N/A
50 ml
250 ml
RL
5.0
5.0
5.0
1.5
20
7470A Mercury in Liquid Waste (Manual Cold Vapor Technique)
Method:
Preparation:
Dilution:
Date Analyzed:
Date Prepared:
Analy1e
Mercury
STL Savannah
7470A
7470A
1.0
08/08/2005 1952
08/05/2005 1142
Analysis Batch: 680-18592
Prep Batch: 680-18187
Result (ug/L)
0.20
Page 25 of 46
Instrument ID:
Lab File ID:
Initial WeighWolume:
Final WeighWolume:
Qualifier
u
LEEMAN1
NIA
50 ml
50 ml
RL
0.20
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Client: lrminger Consulting, Inc.
Client Sample ID: DUP2
Lab Sample ID:
Client Matrix:
680-6509-11 FD
Water
Analytical Data
Job Number: 680-6509-1
Date Sampled: 07/30/2005 0935
Date Received: 08/02/2005 1307
6020 Inductively Coupled Plasma -Mass Spectrometry
Method: 6020 Analysis Batch: 680-18499 Instrument ID: ICP MS
Preparation: 3005A Prep Batch: 680-17971 Lab File ID: N/A
Dilution: 1.0 Initial WeighWolume: 50 ml
Date Analyzed: 08/05/2005 1845 Final WeighWolume: 250 ml
Date Prepared: 08/03/2005 1648
Analyte Result (ug/L) Qualifier RL
--···---·· -·-------------·-·--·---
Barium 160 5.0
Chromium 5.0 u 5.0
Manganese 5.8 5.0
Zinc 20 u 20
STL Savannah Page 26 of 46
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Client: lrminger Consulting, Inc.
Client Sample ID: MW-13
Lab Sample ID:
Client Matrix:
Method:
Preparation:
Dilution:
Date Analyzed:
Date Prepared:
Analyte
Barium
Chromium
Manganese
Lead
Zinc
680-6509-12
Water
6020
3005A
1.0
08/05/2005 1852
08/03/2005 1648
Analytical Data
Job Number: 680-6509-1
Date Sampled: 07/31/2005 1410
Date Received: 08/02/2005 1307
6020 Inductively Coupled Plasma -Mass Spectrometry
Analysis Batch: 680-18499
Prep Batch: 680-17971
Result (ug/L)
410
15
490
9.9
83
Instrument ID:
Lab File ID:
Initial WeighWolume:
Final WeighWolume:
Qualifier
ICP MS
N/A
50 ml
250 ml
RL
5.0
5.0
5.0
1.5
20
7470A Mercury in Liquid Waste (Manual Cold Vapor Technique)
Method:
Preparation:
Dilution:
Date Analyzed:
Date Prepared:
Analyte
Mercury
STL Savannah
7470A
7470A
1.0
08/08/2005
08/05/2005
Analysis Batch: 680-18592
Prep Batch: 680-18187
1955
1142
Result (ug/L)
0.20
Page 27 of 46
Instrument ID: LEEMAN1
Lab File ID: NIA
Initial WeighWolume: 50 ml
Final WeighWolume: 50 ml
Qualifier RL
u 0.20
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Client: lrminger Consulting, Inc.
Client Sample ID:
Lab Sample ID:
Client Matrix:
MW-15
680-6509-1
Water
Analyte Result
Total Suspended Solids 70
Client Sample ID:
Lab Sample ID:
Client Matrix:
Anly Batch: 680-18021
MW-25
680-6509-2
Water
Analyte Result
Total Suspended Solids 7.0
Anly Batch: 680-18028
Client Sample ID: MW-2A
Lab Sample ID: 680-6509-3
Client Matrix: Water
Analyte Result
Total Suspended Solids 5.0
Anly Batch: 680-18028
Client Sample ID: MW-9
Lab Sample ID: 680-6509-4
Clienl Matrix: Water
Analyte Result
Total Suspended Solids 150
Anly Batch: 680-18028
STL Savannah
' General Chemistry,:
'
Qual Units
mg/L \
Date Analyzed 08/03/2005 :1000
Qual Units
mg/L
Date Analyzed 08/03/2005 1045
Qual Units
mg/L
Date Analyzed 08/03/2005
Oual Units
mg/L
Date Analyzed 08/03/2005
Page 28 of 46
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1045 I
Analytical Data
Job Number: 680-6509-1
Date Sampled: 07/30/2005 0725
Date Received: 08/02/2005 1307
RL Dil Method
5.0 1.0 160.2
Date Sampled: 07/30/2005 0830
Date Received: 08/02/2005 1307
RL Dil Method
5.0 1.0 160.2
Date Sampled: 07/30/2005 0930
Date Received: 08/02/2005 1307
RL Dil Method
5.0 1.0 160.2
Date Sampled: 07/30/2005 1030
Date Received: 08/02/2005 1307
RL Dil Method
5.0 1.0 160.2
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Client: lrminger Consulting, Inc.
Client Sample ID:
Lab Sample ID:
Client Matrix:
MW-11
680-6509-5
Water
Analyte Result
Total Suspended Solids 170
Client Sample ID:
Lab Sample ID:
Client Matrix:
Anly Batch: 680-18028
MW-19
680-6509-6
Water
Analyte Result
Total Suspended Solids 1200
Client Sample ID:
Lab Sample ID:
Client Matrix:
Anly Batch: 680-18028
MW-21
680-6509-7
Water
Analyte Result
Total Suspended Solids 18
Anly Batch: 680-18028
Client Sample ID: MW-23
Lab Sample ID: 680-6509-8
Client Matrix: Water
Analyte Result
Total Suspended Solids 7.0
Anly Batch: 680-18028
STL Savannah
General Chemistry I
I
Qual Units
mg/L 1 Date Analyzed 0810312005
1
1045
I
Qual Units
mg/L
Date Analyzed 08103/2005 :1045
Qual Units
mg/L
Date Analyzed 0810312005
Qual Units
mg/L
Date Analyzed 08/0312005
Page 29 of 46
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1045
I
Analytical Data
Job Number: 680-6509-1
Date Sampled: 07/30/2005 1050
Date Received: 08/02/2005 1307
RL Dil Method
5.0 1.0 160.2
Date Sampled: 07/30/2005 1250
Date Received: 08102/2005 1307
RL Dil Method
5.0 1.0 160.2
Date Sampled: 0713112005 1130
Date Received: 0810212005 1307
RL Dil Method
5.0 1.0 160.2
Date Sampled: 07/3112005 0950
Date Received: 08/02/2005 1307
RL Dil Method
5.0 1.0 160.2
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Client: lrminger Consulting, Inc.
Client Sample ID:
Lab Sample ID:
Client Matrix:
MW-22
680-6509-9
Water
Analyte Result
Total Suspended Solids 6.0
Anly Batch: 680-18028
Client Sample ID: MW-13
Lab Sample ID: 680-6509-12
Client Matrix: Water
Analyte Result
Total Suspended Solids 120
Anly Batch: 680-18028
STL Savannah
General Chemist~
I
Qual Units
mg/L
Date Analyzed 08/03/2005
I
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Qual Units
mg/L I
Date Analyzed 08/03/2005
Page 30 of 46
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1045
1045
Analytical Data
Job Number: 680-6509-1
Date Sampled: 07/31/2005 1500
Date Received: 08/02/2005 1307
RL Oil Method
5.0 1.0 160.2
Date Sampled: 07/31/2005 1410
Date Received: 08/02/2005 1307
RL Oil Method
5.0 1.0 160.2
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Lab Section Qualifier
GC/MSVOA
u
Metals
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General Chemistry
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STL Savannah
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DAT A REPORTING QUALIFIERS
Job Number: 680-6509-1
Description
Analyte was not detected at or above the reporting limit.
' Analyte was not detected at or above the reporting limit.
I LCS, LCSD, MS, MSD, MD, or Surrogate exceeds the control
limits
Analyte was not dJtected at or above the reporting limit.
Page 31 of 46
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I Quality Control Results
Client: lrminger Consulting, Inc. Job Number: 680-6509-1
I Surrogate Recovery Report
I 8260B Volatile Organic Compounds by GC/MS
Client Matrix: Water
I Lab Sam11le ID Client Sam11le (BFB) (DBFM) (TOL)
(%Rec) (%Rec) (%Rec)
I 680-6509-1 MW-15 90 91 90
680-6509-2 MW-25 89 90 90
I 680-6509-3 MW-2A 88 90 91
680-6509-4 MW-9 89 93 90
I 680-6509-5 MW-11 90 90 91
680-6509-5M S MW-11 92 95 89
I 680-6509-5MSD MW-11 93 96 91
680-6509-6 MW-19 88 89 89
I 680-6509-7 MW-21 88 91 89
680-6509-8 MW-23 92 97 100
I 680-6509-9 MW-22 91 97 98
680-6509-1 OFD DUP1 90 91 90
I 680-6509-11 FD DUP2 90 90 90
680-6509-12 MW-13 88 89 89
I 680-6509-12MS MW-13 91 93 90
680-6509-12MSD MW-13 91 93 92
I LCS 680-18931/3 LCS 94 95 98
LCS 680-18952/2 LCS 90 92 89
I MB 680-18931/4 MB 92 99 99
MB 680-18952/3 MB 91 93 91
I Surrogate A I L .. cceptance 1m1ts
(BFB) 4-Bromofluorobenzene 77 -120
(DBFM) Dibromofluoromethane 75 -123 ' I (TOL) Toluene-dB 79 -!122
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Client: lrminger Consulting, Inc.
Method Blank -Batch: 680-18931
Lab Sample ID: MB 680-18931/4
Client Matrix:
Dilution:
Date Analyzed:
Date Prepared:
Analyte
Acetone
Benzene
Chloroform
Water
1.0
08/10/2005
08/10/2005
1, 1-Dichloroethane
1,2-Dichloroethene, Total
1, 1-Dichloroethene
Methylene Chloride
Tetrachloroethene
Toluene
1, 1, 1-Trichloroethane
Trichloroethene
Vinyl chloride
Xylenes, Total
1255
1255
Analysis Batch:
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
t
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680-18931
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Qual
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u
u
u u
u
u
u
Quality Control Results
Job Number: 680-6509-1
Method: 8260B
Preparation: 5030B
Instrument ID: GC/MS Volatiles - P
Lab File ID: pq417.d
Initial WeighWolume: 5 ml
Final WeighWolume: 5 ml
RL
10
1.0
1.0
1.0
10
1.0
2.0
1.0
1.0
1.0
1.0
1.0
3.0
Surrogate --· ·---~---·-···•··· -•-····---~------_, __ . _ _, _______ -.~ .. ---~ ...... :~-~.:~~ _____ __.L,~--•w•~-----A_c_ce-'-p~~~~:.~~~ts_.__., ., .. , .. ••m~~~--"---~---•e.~
4-Bromofluorobenzene
Oibromofluoromethane
Toluene-dB
92
99
99
Calculations are performed before rounding to avoid round-off errors in calculated results. ,I
STL Savannah Page 33 of 46
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77 -120
75 -123
79 -122
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Client: lrminger Consulting, Inc.
Laboratory Control Sample -Batch: 680-18931
Lab Sample ID: LCS 680-18931/3
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Analysis Batch: 680-18931
Prep Batch: N/ A Client Matrix: Water
Dilution: 1.0 Units: ug/L
Date Analyzed: 08/10/2005 1130
Date Prepared: 08/10/2005 1130
Analyte Spike Amount Result
-,.--·-···-··---..• -···-·-···· ... -----~---··~·----
Acetone 100 81
Benzene 50.0 49
Chlorofonm 50.0 50
1, 1-Dichloroethane 50.0 50
1,2-Dichloroethene, Total 100 95
1, 1-0ichloroethene 50.0 49
Methylene Chloride 50.0 47
Tetrachloroethene 50.0 49
Toluene 50.0 48
1, 1, 1-Trichloroethane 50.0 50
Trichloroethene 50.0 47
Vinyl chloride 50.0 51
Xylenes, Total 150 140
Quality Control Results
Job Number: 680-6509-1
Method: 8260B
Preparation: 5030B
Instrument ID: GC/MS Volatiles -P
Lab File ID: pq411.d
Initial WeighWolume: 5 ml
Final WeighWolume: 5 ml
% Rec. Limit Qual
••-•--••-•••••-•••••m•-
81 20 -183
98 74 -122
101 74 -124
101 70 -127
95 70 -130
99 64 -132
93 67 -128
97 70 -133
96 75 -122
101 70 -132
94 75 -122
102 59 -136
96 77 -121
Calculations are performed before rounding to avoid round-off errors in calcu\at~·~ results.
STl Savannah Page 34 of 46 i
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Client: lrminger Consulting, Inc.
Method Blank -Batch: 680-18952
Lab Sample ID: MB 680-18952/3
Client Matrix:
Dilution:
Date Analyzed:
Date Prepared:
Analyte
Water
1.0
08/09/2005 0907
08/09/2005 0907
··-••·•--~
... ______________________ -
Acetone
Benzene
Chloroform
1, 1-Dichloroethane
1,2-Dichloroethene, Total
1, 1-Dichloroethene
Methylene Chloride
Tetrachloroethene
Toluene
1, 1, 1-Trichloroethane
Trichloroethene
Vinyl chloride
Xylenes, Total
Analysis Batch:
Prep Batch: N/A
Units: ug/L
Result
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680-18952 I
. ----· ----------·-··-·-----------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
Surrogate % Rec
Qual
u
u
u
u
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u
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u
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Quality Control Results
Job Number: 680-6509-1
Method: 8260B
Preparation: 5030B
Instrument ID: GC/MS Volatiles -P
Lab File ID: pq394.d
Initial WeighWolume: 5 ml
Final WeighWolume: 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 Lim its -,, .. --------· ----· --------· .. -··---·---. --· -.. ----·------. ____ ,. __________ _
4-Bromofluorobenzene 91
Dibromofluoromethane 93
Toluene-dB 91
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Calculations are performed before rounding to avoid round-off errors in calculated results.
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STL Savannah Page 35 of 46 _I
77 -120
75 -123
79 -122
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Client: lrrninger Consulting, Inc.
Laboratory Control Sample -Batch: 680-18952
Lab Sample ID: LCS 680-1895212
Client Matrix:
Dilution:
Water
1.0
Date Analyzed:
Date Prepared:
08/09/2005 07 43
08109/2005 07 43
Analyte -·-·-------•---·-. •---~--·-·· --~--------
Benzene
Acetone
Chloroform
1, 1-Dichloroethane
1,2-Dichloroethene, Total
1, 1-Dichloroethene
Methylene Chloride
Tetrachloroethene
Toluene
1, 1, 1-Trichloroethane
Trichloroethane
Vinyl chloride
Xylenes, Total
' Analysis Batch: 680-18952
Prep Batch: NIA
Units: ug/L
Spike Amount Result! ·--·-----·····-----50.0 45
100 77
50.0 45
50.0 44
100 88
50.0 43
50.0 46
50.0 50
50.0 45
50.0 49
50.0 47
50.0 43
150 140
Quality Control Results
Job Number: 680-6509-1
Method: 82608
Preparation: 50308
Instrument 10: GCIMS Volatiles -P
Lab File ID: pq388.d
Initial WeighWolume: 5 ml
Final WeighWolume: 5 ml
% Rec. Limit Qual
91 74 -122
77 20 -183
91 74 -124
89 70 -127
88 70 -130
85 64 -132
91 67 -128
101 70 -133
90 75 -122
99 70 -132
95 75 -122
85 59 -136
93 77 -121
Calculations are performed before rounding to avoid round-off errors in calcllated results.
STL Savannah Page 36 of 46 I
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Client: lrminger Consulting, Inc.
Matrix Spike/
Matrix Spike Duplicate Recovery Report -Batch: 680-18952
MS Lab Sample ID: 680-6509-12
Client Matrix: Water
Dilution: 1.0
Date Analyzed: 08/09/2005 1614
Date Prepared: 08/09/2005 1614
MSD Lab Sample ID: 680-6509-12
Client Matrix: Water
Dilution: 1.0
Date Analyzed: 08/09/2005 1642
Date Prepared: 08/09/2005 1642
Analyte
Acetone
Benzene
Chlorofonm
1, 1-Dichloroethane
1,2-Dichloroethene, Total
1, 1-Dichloroethene
Methylene Chloride
Tetrachloroethene
Toluene
1, 1, 1-Trichloroethane
T richloroethene
Vinyl chloride
Xylenes, Total
Analysis Batch: 680-18952
Prep Batch: N/A
Analysis Batch:
Prep Batch: NIA
% Rec.
MS MSD
47 48
92 93
93 92
93 96
91 90
90 91
90 93
103 102
90 90
105 103
94 95
92 96
95 96
680-18952
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Limit I
20-1831
74 -122
74 -1241
' 70-1271
70 -130 I
64 -132
67 -128 I
70 -133
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75 -122
70 -132 I
75 -122
59 -136
77 -121
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Quality Control Results
Job Number: 680-6509-1
Method: 8260B
Preparation: 5030B
Instrument ID: GC/MS Volatiles -P
Lab File ID: p8360.d
Initial WeighWolume: 5 ml
Final WeighWolume: 5 ml
Instrument ID: GC/MS Volatiles -P
Lab File ID: p8362.d
Initial WeighWolume: 5 ml
Final WeighWolume: 5 ml
RPD RPD Limit MS Qual MSD Qual ··-·-··-··-·-·~·----·~··-·----·-
3 50
30
0 30
3 30
0 30
1 30
3 30
1 30
0 30
2 30
1 30
3 50
30
Calculations are performed before rounding to avoid round-off errors in calctlated results.
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Client: lrminger Consulting, Inc.
Matrix Spike/
Matrix Spike Duplicate Recovery Report -Batch: 680-18952
MS Lab Sample ID: 680-6509-5
Client Matrix: Water
Dilution: 1.0
Date Analyzed: 0810912005 1517
Date Prepared: 0810912005 1517
MSD Lab Sample ID: 680-6509-5
Client Matrix: Water
Dilution: 1.0
Date Analyzed: 08109/2005 1545
Date Prepared: 0810912005 1545
Analyte --···-·. ·····
Acetone
Benzene
Chloroform
1, 1-Dichloroethane
1,2-Dichloroethene, Total
1, 1-Dichloroethene
Methylene Chloride
Tetrachloroethene
Toluene
1, 1, 1-Trichloroethane
Trichloroethene
Vinyl chloride
Xylenes, Total
Analysis Batch: 680-18952
Prep Batch: NIA
Analysis Batch: 680-18952
Prep Batch: NIA
% Rec.
MS MSD Limit ---------·····--------•• --•---•---m-••
42 46 20 -183
92 94 74 -122
94 95 74 -124
94 95 70 -127
91 91 70 -130
94 94 64 -132
91 94 67 -128
108 105 70 -133
90 92 75 -122
104 104 70 -132
95 99 75 -122
93 99 59-136
98 99 77 -121
RPD
9
1
0
0
0
3
3
2
4
6
Calculations are performed before rounding to avoid round-off errors in calculatJd results.
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STL Savannah Page 38 of 46
Quality Control Results
Job Number: 680-6509-1
Method: 8260B
Preparation: 5030B
Instrument ID: GCIMS Volatiles -

P

Lab File ID: p8356.d
Initial WeighWolume: 5 ml
Final WeighWolume: 5 ml
Instrument ID: GCIMS Volatiles -

P

Lab File ID: p8358.d
Initial WeighWolume: 5 ml
Final WeighWolume: 5 ml
RPD Limit MS Qual
50
30
30
30
30
30
30
30
30
30
30
50
30
MSD Qual
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Client: lrminger Consulting, Inc.
Quality Control Results
Job Number: 680-6509-1
Method Blank -Batch: 680-17971
Lab Sample ID: MB 680-17971/21-A
Client Matrix: Water
Dilution: 1.0
Date Analyzed: 08/05/2005 1534
Date Prepared: 08/03/2005 1648
Analysis Batch: 680-18499
Prep Batch: 680-17971
Units: ug/L
Result
Method: 6020
Preparation: 3005A
Instrument ID: ICP MS
Lab File ID: N/A
Initial WeighWolume: 50 ml
Final WeighWolume: 250 ml
Qual RL Analyte
Barium
Cadmium
Chromium
Manganese
Lead
•-., .,,_,,, ··~--··-·-·--···-·--•·-··•·~··--·---·-"-·-·--·-~"-·-...... I , •• ····--··--····•"W __________ _ 5.0 U 5.0
o.w uul ow
5.0 5.0
5.0 U 5.0
1.5 ui 1.5
Zinc 20 U. 20
Laboratory Control/ ;I
Laboratory Control Duplicate Recovery Report -Batch: 680-17971
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Method: 6020
Preparation: 3005A
LCS Lab Sample ID: LCS 680-17971/22-A Analysis Batch: 680-18499
Client Matrix:
Dilution:
Water
1.0
Prep Batch: 680-17971
Units: ug/L
I Instrument ID: ICP MS
Lab File ID: N/A
Initial WeighWolume: 50 ml
Date Analyzed: 08/05/2005 1541 Final WeighWolume: 250 ml
Date Prepared: 08/03/2005 1648
LCSD Lab Sample ID: LCSD 680-17971/23-A Analysis Batch: 680-18499
Client Matrix:
Dilution:
Date Analyzed:
Date Prepared:
Water
1.0
08/05/2005
08/03/2005
1549
1648
Prep Batch: 680-17971
Units: ug/L
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Instrument ID: ICP MS
Lab File ID: NIA
Initial WeighWolume: 50 ml
Final WeighWolume: 250 ml
% Rec.
I RPO LCS LCSD Limit RPO Limit LCS Qual
Barium
Cadmium
Chromium
Manganese
Lead
Zinc
89
91
86
93
95
97
88
90
87
92
95
92
75 -125 1
75 -125 I 1
75 -125 ' 1
75 -125 I~ 75 -125
75 -125 16
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. f . 'd d . 111 Calculat1ons are performed be ore rounding to avo1 roun -off errors in calculated resi.Jlts.
STL Savannah Page 39 of 46 1
1
20
20
20
20
20
20
LCSD Qual
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Client: lrminger Consulting, Inc.
Matrix Spike/
Matrix Spike Duplicate Recovery Report -Batch: 680-17971
MS Lab Sample ID:
Client Matrix:
Dilution:
Date Analyzed:
Date Prepared:
MSD Lab Sample ID:
Client Matrix:
Dilution:
Date Analyzed:
Date Prepared:
680-6509-12
Water
1.0
08/05/2005
08/03/2005
680-6509-12
Water
1.0
08/05/2005
08/03/2005
1859
1648
1907
1648
Analysis Batch: 680-18499
Prep Batch: 680-17971
Analysis Batch: 680-18499
Prep Batch: 680-17971
% Rec.
Quality Control Results
Job Number: 680-6509-1
Method: 6020
Preparation: 3005A
Instrument ID: ICP MS
Lab File ID: N/A
Initial WeighWolume: 50 ml
Final WeighWolume: 250 ml
Instrument ID: ICP MS
Lab File ID: N/A
Initial WeighWolume: 50 ml
Final WeighWolume: 250 ml
Analyte MS MSD Limit ' RPD RPD Limit MS Qual MSD Qual
.. --.---,--·--·------•-----------~ ---.
Barium 8 -4
Chromium 82 77
Manganese 47 42
Lead 81 76
Zinc 67 61
-·---•----·
75 -125
75 -125
75 -125
75 -125
75 -125
6
6
4
6
6
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Calculations are performed before rounding to avoid round-off errors in calculated resL;lts. ' i
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----------·-·---·--········-·"·
20
20
20
20
20
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Client: lrminger Consulting, Inc.
Matrix Spike/
,,
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Matrix Spike Duplicate Recovery Report -Batch: 680-17971 I
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MS Lab Sample ID: 680-6509-5
Client Matrix: Water
Dilution: 1.0
Date Analyzed: 08/05/2005 1740
Date Prepared: 08/03/2005 1648
MSD Lab Sample ID: 680-6509-5
Client Matrix: Water
Dilution: 1.0
Date Analyzed: 08/05/2005 1747
Date Prepared: 08/03/2005 1648
Analyte ··-~--·-. ···--·-·-· ----···-···--· .. ···-., ... -·
Barium
Cadmium
Chromium
Manganese
Lead
Zinc
Analysis Batch: 680-18499
Prep Batch: 680-17971
Analysis Batch: 680-18499
Prep Batch: 680-17971
%Rec.
MS MSD Limit
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90 87
90 87
88 88
94 91
93 91
92 94
75 -125 I
75 -125 I
75 -125 I
I 75-1251
75-1251
75-125 1
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Quality Control Results
Job Number: 680-6509-1
Method: 6020
Preparation: 3005A
Instrument ID:
Lab File ID:
ICPMS
N/A
Initial WeighWolume: 50 ml
Final WeighWolume: 250 ml
Instrument ID: ICP MS
Lab File ID: N/A
Initial WeighWolume: 50 ml
Final WeighWolume: 250 ml
RPD RPD Limit MS Qual MSD Qual
2 20
3 20
0 20
3 20
2 20
20
Calculations are performed before rounding to avoid round-off errors in caldUlated results.
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Client: lrminger Consulting, Inc.
Quality Control Results
Job Number: 680-6509-1
Method Blank -Batch: 680-18187
Lab Sample ID: MB 680-18187/15-A
Client Matrix: Water
Dilution: 1.0
Date Analyzed: 08/08/2005 1931
Date Prepared: 08/05/2005 1142
Analysis Batch: 680-18592
Prep Batch: 680-18187
Units: ug/L
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Method: 7470A
Preparation: 7470A
Instrument ID: LEEMAN1
Lab File ID: NIA
Initial WeighWolume: 50 ml
Final WeighWolume: 50 ml
Analyte Result Qual RL ------,.··---·•--¥.--,,·-·~--·-·-~······-· ' ----_,,.,,_, ___ , -'-'----------------Mercury 0.20 U 0.20
Laboratory Control Sample -Batch: 680-18187
Lab Sample ID: LCS 680-18187/16-A
Client Matrix: Water
Dilution: 1.0
Date Analyzed: 08/09/2005 1018
Date Prepared: 08/05/2005 1142
Analysis Batch: 680-18592
Prep Batch: 680-18187
Units: ug/L
Spike Amount Result
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Method: 7470A
Preparation: 7 470A
Instrument ID: LEEMAN1
Lab File ID: N/A
Initial WeighWolume: 50 ml
Final WeighWolume: 50 ml
% Rec. Limit Qual Analyte --------------------------'-·--------------------
Mercury 2.50 2.0 82 80 -120
Calculations are performed before rounding to avoid round-off errors in calculated esults.
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Client: lrminger Consulting, Inc.
Matrix Spike/
Matrix Spike Duplicate Recovery Report -Batch: 680-18187
MS Lab Sample ID: 680-6459-A-3-C MS Analysis Batch: 680-18592
Client Matrix: Water Prep Batch: 680-18187
Dilution: 1.0
Date Analyzed: 08/08/2005 2029
Date Prepared: 08/05/2005 1142
MSD Lab Sample ID: 680-6459-A-3-D MSD Analysis Batch: 680-18592
Client Matrix: Water Prep Batch: 680-18187
Dilution: 1.0
Date Analyzed: 08/08/2005 2032
Date Prepared: 08/05/2005 1142
Matrix Spike/
Matrix Spike Duplicate Recovery Report -Batch: 680-18187
MS Lab Sample ID:
Client Matrix:
Dilution:
Date Analyzed:
Date Prepared:
MSD Lab Sample ID:
Client Matrix:
Dilution:
Date Analyzed:
Date Prepared:
680-6509-12
Water
1.0
08/08/2005 2002
08/05/2005 1142
680-6509-12
Water
1.0
08/08/2005 2005
08/05/2005 1142
Analysis Batch: 680-18592
Prep Batch: 680-18187
Analysis Batch: 680-18592
Prep Batch: 680-18187
An:i_lyte ____ ····-····-··-···· ·•··-····---M-'S
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Mercury 82 82 80 -120 0
i
Calculations are performed before rounding to avoid round-off errors in calculated. results.
STL Savannah Page 43 of 46
Quality Control Results
Job Number: 680-6509-1
Method: 7470A
Preparation: 7470A
Instrument ID: LEEMAN1
Lab File ID: N/A
Initial WeighWolume: 50 ml
Final WeighWolume: 50 ml
Instrument ID: LEEMAN1
Lab File ID: N/A
Initial WeighWolume: 50 ml
Final WeighWolume: 50 ml
MS Qual MSD Qual
Method: 7470A
Preparation: 7 470A
Instrument 10:
Lab File ID:
LEEMAN1
N/A
Initial WeighWolume: 50 ml
Final WeighWolume: 50 ml
Instrument ID: LEEMAN1
Lab File ID: N/A
Initial WeighWolume: 50 ml
Final WeighWolume: 50 ml
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Client: lrminger Consulting, Inc.
Method Blank -Batch: 680-18021
Lab Sample ID: MB 680-18021/1
Client Matrix: Water
Analysis Batch: 680-18021
I Prep Batch: N/A ,
Dilution: 1.0 Units: mg/L 1
Date Analyzed: 08/03/2005 1000
Date Prepared: N/A
Analyte Result ----------------------------Total Suspended Solids 5.0
Laboratory Control Sample -Batch: 680-18021
Lab Sample ID: LCS 680-18021/2
Client Matrix:
Dilutlon:
Date Analyzed:
Date Prepared:
Analyte
Water
1.0
08/03/2005 1 000
N/A
Analysis Batch: 680-18021
Prep Batch: N/A
Units: mg/L
Spike Amount Result
Oual
I U
Quality Control Results
Job Number: 680-6509-1
Method: 160,2
Preparation: N/A
Instrument ID: No Equipment Assigned
Lab File ID: N/A
Initial WeighWolume: 200 ml
Final WeighWolume:
Method: 160.2
Preparation: N/A
RL
Instrument ID: No Equipment Assigned
Lab File ID: N/A
Initial WeighWolume: 100 ml
Final WeighWolume:
% Rec. Limit Qual
• •~•-.• •••~••~•-•-"""'"--•~•.,,-•~••a•-•w•-••• • ---•-•• ---
Total Suspended Solids 100 110 --,.,--106
___ ,. ____________________________ .. _, ______________ _
80-120
' I·
Calculations are performed before rounding to avoid round-off errors in calculated ,esults.
STL Savannah Page 44 of 46
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Client: lrminger Consulting, Inc.
Matrix Duplicate -Batch: 680-18021
Lab Sample ID: 680-6498-A-2 DU
Client Matrix:
Dilution:
Date Analyzed:
Date Prepared:
Water
1.0
0810312005 1000
NIA
Analysis Batch: 680-18021
Prep Batch: NIA
Units: mg/L
Analyte ----·-·-··------···-----.:S.:amc.ple ResulUQual
Total Suspended Solids 150
Matrix Duplicate -Batch: 680-18021
Lab Sample ID: 680-6509-1
Client Matrix:
Dilution:
Date Analyzed:
Date Prepared:
Water
1.0
08103/2005
NIA
1000
Analysis Batch: 680-18021
Prep Batch: NIA
Units: mg/L
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I 140
1Result
Quality Control Results
Job Number: 680-6509-1
Method: 160.2
Preparation: N/A
Instrument ID: No Equipment Assigned
Lab File ID: NIA
Initial Weight/Volume: 100 ml
Final Weight/Volume:
RPD Limit
4 25
Method: 160.2
Preparation: N/A
Qual
Instrument ID: No Equipment Assigned
Lab File ID: NIA
Initial Weight/Volume: 100 ml
Final Weight/Volume:
Limit Qual Sample ResulUQual
70
-·--i--------RPD
4 Total Suspended Solids 73
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STL Savannah Page 45 of 46 I
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Client: lrminger Consulting, Inc.
Method Blank -Batch: 680-18028
Lab Sample ID: MB 680-1802811
Client Matrix:
Dilution:
Date Analyzed:
Date Prepared:
Analyte
Water
1.0
0810312005 1045
NIA
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Analysis Batch: 680-1802~
Prep Batch: NIA
Units: mglL
-~--"·'"--·-----------···· ---------Total Suspended Solids
Result
5.0
Laboratory Control Sample -Batch: 680-18028
Lab Sample ID: LCS 680-1802812
Client Matrix: Water
Dilution: 1.0
Date Analyzed: 08/0312005 1045
Date Prepared: I.IA
Analysis Batch: 680-18028'
Prep Batch: NIA
Units: mgll
Result
Dual
Quality Control Results
Job Number: 680-6509-1
Method: 160.2
Preparation: N/A
Instrument ID: No Equipment Assigned
Lab File ID: NIA
Initial WeighWolume: 200 ml
Final WeighWolume:
Method: 160.2
Preparation: NIA
RL
Instrument ID: No Equipment Assigned
Lab File ID: NIA
Initial WeighWolume: 100 ml
Final WeighWolume:
%Rec. Limit Qual Analyte .. ,. .... " ..... _, ... Spike Amount ·--·-··---·-· ·-···) -.-···--·-···---·----------· ---------·--· Total Suspended Solids
Matrix Duplicate -Batch: 680-18028
Lab Sample ID: 680-6519-A-1 DU
Client Matrix:
Dilution:
Date Analyzed:
Date Prepared:
Water
1.0
0810312005
NIA
1045
100 110
Analysis Batch: 680· 18028
Prep Batch: NIA
Units: mgll
~n.alY.t.: _____ .___ __ _ ______________ :3,'.'_m_p_le_R_e_sulV_Q_ua_! __
Total Suspended Solids 5.0
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Result
5.0
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108 80 -120
Method: 160.2
Preparation: N/A
Instrument ID: No Equipment Assigned
Lab File ID: NIA
Initial WeighWolume: 100 ml
Final WeighWolume:
RPD Limit
NC 25
Qual
I Calculations are performed before rounding to avoid round-off errors in calculated results.
STL Savannah Page 46 of 46
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--
TRENT
PROJECT REFERENCE
o,v Do
7
7 J\\uo
-------ANALYSIS REQUEST AND CHAIN OF CUSTODY RECORD
STL
PROJECT LOCATION
{STATE) AJ
CONTRACT NO_
MATRIX
TYPE
RELINQUISHED BY: <S<GNATUREI
RECEIVED BY: <S<GNATUREJ
- - -
0 STL Savannah
5102 La Roche Avenue
Savannah, GA 31404
Website: www.stl-inc.com
Phone: [phone]
Fax: [phone]
C) Alternate Laboratory Name/location
Phone:
Fax:
REQUIRED ANALYSIS PAGE
a (\) ·-0 -;;, --?.
'¾ -£ J ct . .J
"4
DATE TIME RELINQUISHED BY: (SIGNATURE) DATE
DATE TIME RECEIVED BY: (SIGNATURE) DATE
-i-i'ABORATORY,USEiONLYi_,,.,-
- -
OF
TIME
TIME
STL8240-680 (12/02)