NCD980840409_19990127_Charles Macon Lagoon Drum_FRBCERCLA RA_Monthly Progress and O & M Reports 1998-OCR

NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Ms. Beverly Hudson
Rernedial Project Manager
Superfund Branch
Waste Management Division
January 27, 1999
United States Environmental Protection Agency
Region IV
6 I forsyth Street, 11th Floor
Atlapta, GA 30303
Re: Monthly Progress Report #68 (December)
Koppers Company NPL Site
Morrisville, Wake County
Dear Ms. Hudson:
DIVISION OF WASTE MANAGEMENT
The Superfund Section of the North Carolina Department of Environment and
Natural Resources (NC DENR) has received Monthly Progress Report #68
(December) for the Koppers Company National Priorities List (NPL) Site. The
Superfund Section has reviewed this document and offers the following
comments.
Monthly Progress Report #68 -December 1998
I.
2.
Table I should indicate that the SV-304 (between carbon units)
groundwater sample was collected during the September 16, 1998
groundwater remediation system inspection. Please correct this oversight.
The laboratory documentation for the samples collected during the
December 1998 sampling events were inadvertently omitted. Please
correct this oversight.
3. Table 2 indicates that the effluent from the groundwater remediation
system has not been analyzed for chronic toxicity since October 1998.
The substantive requirements for the discharge of the groundwater
remediation system effluent include the analysis of chronic toxicity on a
quarterly basis. As a reminder, please ensure that the groundwater
remediation system effluent is analyzed for chronic toxicity during the
January 1999 sampling event.
401 OBERLIN ROAD, SUITE 150, RAL£1GH, NC 27605
PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY/ AFFIRMATIVE ACTION EMPLOYER· 50% RECYCLED/I 0% POST-CONSUMER PAPER
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Ms. Beverly Hudson
January 27, 1999
Page 2
We appreciate the opportunity to comment on this document. If you have any questions, please
feel free to call me at [phone], extension 349.
Sincerely,
7)J t J{Js;C-ff~
David B. Mattison, CHMM
Environmental Engineer
Superfund Section
cc: Judy Garrett, NC Div. of Water Quality
Matt Matthews, NC Div. of Water Quality
Mike Slenska, Beazer East, Inc .
; .
Ms. Giezelle Bennett
Remedial Project Manager
Superfund Branch
Waste Management Division
US EPA Region IV
61 Forsyth Street, 11 'h Floor
Atlanta, Georgia 30303
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WASTE MANAGEMENT
January 27, 1999
RE: Monthly Progress and O&M Report -December 1998
Macon/Dockery NPL Site
Cordova, Richmond County
Dear Ms. Bennett:
The Superfund Section of the North Carolina Department of Environment and
Natural Resources (NC DENR) has received and reviewed the Monthly Progress
and O&M Report -December 1998 for the Macon/Dockery National Priority List
(NPL) Site. The Superfund Section offers the attached comments.
The Superfund Section of the NC DENR appreciates the opportunity to comment
on this document. If you have any questions or comments, please feel free to call
me at [phone], extension 349.
Attachment
Environmental Engineer
NC Superfund Section
401 OBERLIN ROAD, SUITE 150, RALEIGH, NC 27605
PHONE 919•733-4996 FAX 919•715-3605
AN EQUAL OPPORTUNITY/ AFFIRMATIVE ACTION EMPLOYER· SO% RECYCLE0/10% POST-CONSUMER PAPER
;
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Ms. Giezellc Bennett
January 27, 1999
Page 2
MONTHLY PROGRESS AND O&M REPORT -DECEMBER 1998
Table 2 Groundwater Quality Summary -Lower Dockery
I. Table 2 in~icates that the Lower Dockery groundwater remediation system effluent
sample collected on November 4, 1998 contained 34 micrograms per liter (µg/1) 1,1-
dichloroethane. However, laboratory documentation indicates that the Lower Dockery
effluent sample collected on November 4, 1998 contained no detectable concentrations of
I, 1-dichloroethane (in excess of the I µg/1 laboratory detection limit). Please clarify this
discrepancy.
2. Table 2 indicates that the Lower Dockery groundwater remediation system effluent
sample collected on November 4, 1998 contained 7 .3 µgll 1, 1-dichloroethene. However,
laboratory documentation indicates that the Lower Dockery effluent sample collected on
November 4, 1998 contained no detectable concentrations of I, 1-dichloroethene (in
excess of the I µg/1 laboratory detection limit). Please clarify this discrepancy.
3. Table 2 indicates that the Lower Dockery groundwater remediation system effluent
sample collected on November 4, 1998 contained 9.4 µgll I ,1,1-trichloroethane.
However, laboratory documentation indicates that the Lower Dockery effluent sample
collected on November 4, I 998 contained no detectable concentrations of I, I,!-
trichloroethane (in excess of the I µg/l laboratory detection limit). Please clarify this
discrepancy.
4. Table 2 indicates that the Lower Dockery groundwater remediation system effluent
sample collected on November 4, 1998 contained 1.9 µgll trichloroethylene. However,
laboratory documentation indicates that the Lower Dockery effluent sample collected on
November 4, 1998 contained no detectable concentrations of trichloroethylene (in excess
of the 1 µg/1 laboratory detection limit). Please clarify this discrepancy.
5. Table 2 indicates that the Lower Dockery groundwater remediation system effluent
sample collected on December 1, 1998 contained no detectable concentrations of
manganese (in excess of the 50 µg/1 laboratory detection limit). However, laboratory
documentation indicates that the Lower Dockery effluent sample collected on December
I, 1998 contained no detectable concentrations of manganese (in excess of the 5.0 µg/1
laboratory detection limit). Please clarify this discrepancy .
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Ms. Giezelle Bennett
January 27, 1999
Page 3
Table 4 Groundwater Quality Summary -Upper/Lower Macon System
6. Table 4 indicates that the Upper/Lower Macon groundwater remediation system effluent
sample collected on December I, 1998 contained 6.2 µg/1 manganese. However,
laboratory documentation indicates that the Upper/Lower Macon system effluent sample
collected on December I, 1998 contained no detectable concentrations of manganese (in
excess of the 5.0 µgll laboratory detection limit). Please clarify this discrepancy.
Table 5 Summary of Mass VOC Removal Estimates
7. The cumulative volatile organic compounds (VOCs) removed in November 1998 and
December 1998 for the Lower Dockery groundwater remediation system in Table 5 are
incorrect. Plea~e correct these oversights. ,
8. The cumulative VOCs removed in November 1998 and December 1998 for the Macon
Source Area groundwater remediation system in Table 5 are incorrect. Please correct
these oversights .
• Macon/Dockery Site
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Richmond County, North Carolina
January 7, 1999
Ms. Giezelle S. Bennett
Remedial Project Manager
United States Environmental Protection Agency
Region 4
61 Forsyth Street, S.W.
Atlanta, Georgia 30303-3104
Re: Macon/Dockery Site -Cordova, North Carolina
Monthly Progress and O & M Report -December 1998
Dear Ms. Bennett:
Reply to: Technical Committee
c/o David L. Jones
Ingersoll-Rand Company
114 Spencer Road
Cassopolis, Michigan
Phone: [phone]
Fax: [phone]
RECEIVED
JAN 15 1999
SUPERFUND SECTION
On behalf of the Macon/Dockery site Group ("Group") the December 1998 Monthly Progress and
0 & M.Report is herewith submitted in accordance with SECTION XV -PROGRESS REPORTS
of the Unilateral Administrative Order ( effective date -June 30, 1992) for the Macon/Dockery Site.
This report describes activities which occurred during the month of December as part of the
Remedial Action phase of this project.
PROJECT TASKS INITIATED OR COMPLETED THROUGH DECEMBER 1998:
• Monthly effluent sampling of the remediation systems
111 Continued O & M of the systems
RESULTS OF SAMPLING AND TESTING AND OTHER DAT A RECEIVED:
• Laboratory results for December sampling of the remediation systems are included in this
progress report. Tables I to 4 summarize the effluent analytical results for the four
groundwater treatment systems. All effluent concentrations are below the Remediation.
Performance Standard except for the manganese concentration reported in the water samples
collected from the Macon Source system effluent port. According to the analytical report,
the manganese concentration for the Macon Source system effluent sample was 68
micrograms per liter (ug/L). The Remediation Performance Standard for manganese is 50
ug/L. All other effluent concentrations were below the Remediation Performance
Standards.
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Ms. Giezelle S. Bennett
January 7, 1999
Page No. 2
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0
Totalizer flow meter readings were collected from the Upper Dockery system on December
I, 1998 and December 31, 1998. The total flow reading for the month of December at the
Upper Dockery system equaled 500,450 gallons. The system was operational 87% of the
time averaging 11.21 gallons per minute (GPM). Mass volatile organic compound (VOC)
removal was 0.67 pounds for the month and the cumulative is 12.14 pounds for the project
to date.
Totalizer flow meter readings were collected from the Lower Dockery system on December
I, 1998 and December 31, 1998. The total flow reading for the month of December at the
Lower Dockery system equaled 500,450 gallons. The system was operational 77 % of the
time averaging 9.31 gallons per minute (GPM). Mass volatile organic compound (VOC)
removal was 0.18 pounds for the month and the cumulative is 8.73 pounds for the project
to date.
Totalizer flow meter readings were collected from the Macon Source system on December
I, 1998 and December 31, 1998. The total flow reading for the month of December at the
Macon Source system equaled 371,824 gallons. The system was operational 87% of the
time averaging 8.33 gallons per minute (GPM). Mass volatile organic compound (VOC)
removal was 0.63 pounds for the month and the cumulative is 7.64 pounds for the project
to date.
Totalizer flow meter readings were collected from the Upper/Lower Macon system on
December I, 1998 and December 31, 1998. The total flow reading for the month of
December at the Upper/Lower Macon system equaled 713,232 gallons. System was
operational 87% of the time averaging 15.98 gallons per minute (GPM). Mass volatile
organic compound (VOC) removal was 0.10 pounds for the month and the cumulative is
4.43 pounds for the project to date.
TASKS PLANNED FOR JANUARY 1998:
o Monthly sampling of the remediation systems influent and effluent
Continue O&M of systems
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Ms. Giezelle S. Bennett
January 7, 1999
Page No. 3
PROBLEMS AND DELAYS:
• All of the ground water pump and treat systems were shut down on December 23, 1998
at 7:00 p.m.due to a power outage in the area caused by freezing rain. Handex of the
Carolinas, Inc. manually reset the systems on December 28, 1998.
• High water in the air stripper sump caused the Lower Dockery system to shut down at 6:05
a.m. on December 19, 1998. Handex of the Carolinas manually reset the system on
December 22, 1998.
0 Percent operational for each system: Upper Dockery
Lower Dockery
Upper Macon
Lower Macon
87%
77%
87%
87%
Macon Source Area 87%
Respectfully Submitted,
David Jones
Project Coordinator
cc: Macon/Dockery Site Group Members
SVE System 87%
M)ke Profit, CDM Federal Programs
v!)avid Mattison, NC Super Fund Section
•
Sample Date I, I -Dichloroethane
Location (ug/L)
UD Effluent 2/13/96 <1.0
2/14/96 • <1.0
2/14/96 · <l.O
2/15/96 • <l.0
2/16/96, <l.0
2/17/96 · <1.0
2/22/96 ' <1.0
2/28/96, <1.0
J/8/96 I <1.0
4/3/96 · <1.0
5/3/96 · <1.0
615/96 · <1.0
7/1/96 · <1.0
8/1/96 · <l.0
9/4/96 ' <1.0
I0/1/96, <1.0
1117/96 · <1.0
12/5/96 • <1.0
1/6/97 · <1.0
2/5/97 · <1.0
3/12/97 · <1.0
4/8/97 I <1.0
5/14/97 • <1.0
6/6/97 , <1.0
712197 • <1.0
8/7/97 • <l.O
9/5/97 • <1.0
I 0/2/97 • <1.0
11/13/97' <1.0
12/5/97• <1.0
1/9/98 • <1.0
2/5/98 ' <1.0
3/5/98 ' <1.0
4/3/98 • <1.0
517/98 • <1.0
6/5/98 · <1.0
719198 ' <1.0
8/7/98 , <1.0
9/10/98 · <1.0
I 0/2/98 • <1.0
11/4/98 · <1.0
12/1/98 -<1.0 •
Remediation Performance Standard 3500
• Table I
Groundwater Quality Summary
Upper Dockery
Macon/ Dockery Site
Richmond County, North Carolina
1,1 -Dichloroethene Cis/trans-1,2-Dichlorocthene Tetrachloroethenc
(ug/L) (ug/L) (ug/L)
<1.0 <1.0 <1.0
<1.0 <1.0 <l.0
<1.0 <l.O <LO
<l.O <l.O <l.O
<1.0 <l.O <l.O
<1.0 <1.0 <l.O
<1.0 <1.0 <l.O
<1.0 <LO <1.0
<LO <l.O <1.0
<1.0 <l.O <l.0
<l.O <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <LO
<1.0 <1.0 <1.0
<l.O <1.0 <1.0
<LO <LO <l.O
<1.0 <LO <1.0
1.5 <l.O <l.O
<l.O <LO <1.0
<1.0 <1.0 <1.0
<1.0 <l.O <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <l.O
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <LO
<1.0 <l.O <l.O
<1.0 <1.0 <1.0
<1.0 <l.O <1.0
<1.0 <1.0 <l.O
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
25 <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 • <1.0. <1.0.
7 70
•·
I, I, I-Trichloroethane Trichloroethylenc Toluene
(ug/L) (ug/L) (ug/L)
<l.O <1.0 <1.0
<l.0 <l.O <1.0
<1.0 <l.O <1.0
<l.O <1.0 <1.0
<1.0 <l.0 <1.0
<1.0 <1.0 <l.O
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<l.0 <1.0 <1.0
<l.O <l.0 <1.0
<1.0 <l.O <1.0
<1.0 <1.0 3.9
<1.0 <1.0 <1.0
<1.0 <l.O <1.0
<l.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <l.O
<1.0 <l.O <l.O
<1.0 <1.0 <1.0
<l.O <LO <1.0
<l.O <l.O <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <l.O
<1.0 <1.0 <1.0
<1.0 <l.O <l.O
<l.O <1.0 <l.O
<1.0 <l.O <1.0
<l.O <1.0 <1.0
<1.0 <l.O <1.0
<1.0 <l.O <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <l.O
5.5 <1.0 <1.0
<1.0 <1.0 <I.0
<l.O <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <l.O
<1.0 <1.0 ' <1.0-
200 2.8 l000
•
Sample Date Total Xylenes
Locntion (ug/L)
UD Effluent 2/13/96, <3.0
2/14/96 · <3.0
2/14/96 • <3.0
2/15/96 · <3.0
2/16/96 . <3.0
2/17/96 · <3.0
2/22/96 · <3.0
2/28/96 · <3.0
3/8/96 · <3.0
4/3/96 ' <3.0
5/3/96 · <3.0
6/5/96 • <3.Ci
711196, <3.0
8/1/96' <3.0
9/4/96 · <3.0
JQ/}/96 I <3.0
11/7/96· <3.0
12/5/96 1 <3.0
1/6/97 , <3.0
2/5/97 • <3.0
3/12/97 · <3.0
4/8/97 ' <3.0
5/14/97, <3.0
6/6/97 , <3.0
7/2/91 , <3.0
8/7/97 I <3.0
9/5/91 . <3.0
I 0/2/97 , <3.0
11/13/97 · <3.0
12/5/97 · <3.0
1/9/98, <3.0
2/5/98 · <3.0
3/5/98 · <3.0
4/3/98 , <3.0
5/7/98 ' <3.0
6/5/98 · <3.0
7/9/98 · <3.0
8/7/98 ' <3.0
9/10/98 · <3.0
I 0/2/98 • <3.0
11/4/98 , <3.0
12/1/98 -<3.0-
Remediation Performance Standard 400
'--
• Table I (Continued)
Groundwater Quality Summary
Upper Dockery
Macon/Dbckery Site
Richmond County, North Carolina
Acetone Chromium Barium Manganese
(ug/L) (ug/L) (ug/L) (ug/L)
70' 16 71 40
35' 15 53 14
<IO II 56 12
<IO 12 53 14
<IO <IO 53 II
<10 II 55 12
<IO <IO <50 8.3
<IO 13 <50 9.6
25 <IO <50 6.9
28 II 50 <5.0
52 <IO <50 <5.0
<10 <IO <50 <5.0
<10 <IO <50 <5.0
20 14 51 7
<to <IO 55 <5.0
<10 <IO <50 5.9
<IO 15 59 <5.0
<IO 12 54 5.1
<IO 13 54 <5.0
<IO 15 61 5.9
<IO <10 69 <5.0
<IO <IO 63 <5.0
<IO <IO 60 7.2
<IO <IO 52 <5.0
<Ip <10 55 <5.0
<IO <IO <50 <5.0
<IO <10 110 5.2
<IO <IO 50.1 <S.O
<IO 12.1 67.9 18.6
<IO <IO <50 <5.0
<IO 11 <50 <5.0
<IO <IO <50 <5.0
<IO <IO <200 <15
<IO <IO <200 5.2
<IO 10 <50 <5.0
<IO <IO 57 <5.0
<IO <IO 51 <S.O
<IO 13 53 <5.0
<IO II 58 <5.0
::::2s <IO 54 <IO
<IO 11 63 6.3
:=;25 • 14. 63 40 -
3500 50 1000 50
•
Zinc Lead Suspended Solids
(ug/L) (ug/L) (mg/L)
22 <3.0 14
<20 <3.0 II
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 10
<20 <3.0 <5.0
<20 <3.0 5
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 8
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <S.0
<20 <3.0 <S.O
<20 <3.0 <S.0
24.8 <3.0 <S.O
<20 <3.0 <S.O
<20 <3.0 <S.O
<20 <3.0 <S.0
<20 <3.0 <S.O
<20 <3.0 <S.O
<20 <3.0 <S.0
<20 <3.0 <S.O
<20 <3.0 <S.O
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 12
<20 • <3.0 • <5.0 •
5000 15
•
Sample Date Chloroform
Location (ug/L)
LD Effluent 2/13/96 , <1.0
2/14/96 -<l.O
2/14/96 ' <1.0
2/15/96 · <1.0
2/16/96 , <1.0
2/22/96' <l.O
2/28/96 · <l.O
3/8/96' <1.0
4/3/96, <l.O
513196• <1.0
8/1/96' <1.0
9/4/96 • <1.0
!0/1/96' <1.0
I 1/7/96' <1.0
12/5/96' <1.0
1/6/97 ' <l.O
3/12/97• <l.O
4/8197 ' <1.0
5/14/97' <1.0
6/6/97 · <1.0
7/2/97 · <l.O
817/97' <1.0
9/5/97' <1.0
l0/2/97' <1.0
I 1/13/97' <l.O
12/5/97' <1.0
1/9/98 · <l.O
2/5/98, <l.O
3/5/98 · <1.0
4/3/98 , <1.0
5/7/98, <1.0
6/5/98 ! <l.O
7/9/98 · <1.0
8/7/98 · <1.0
9/10/98' <1.0
I 0/2/98 ' <1.0
11/4/98 · <I.0
12/1/98 · <1.0
Remediation Perfonnance S1andard
•
Table 2
Groundwater Quality Summary
Lower Dockery
Macon/ Dockery Site
Richmond County, North Carolina
1, I -Dichloroethane 1, I -Dichloroethene Cis/trans-1,2-Dichloroethene
(ug/L) (ug/L) (ug/L)
<1.0 <l.O <LO
<1.0 <LO <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <LO
<l.O <l.O <l.O
<1.0 <1.0 <LO
<1.0 <l.O <1.0
<l.O <LO <1.0
<1.0 <LO <1.0
<1.0 <LO <l.O
<1.0 <LO <1.0
<LO <1.0 <1.0
<1.0 <1.0 <l.O
<1.0 <1.0 <l.O
<l.O <1.0 <l.O
<1.0 <1.0 <l.O
<1.0 <l.O <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<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 <l.O <1.0
<1.0 <1.0 <1.0
<l.O <1.0 <1.0
17 3.2 <1.0
<1.0 <l.O <I.0
<LO <1.0 <I.O
<l.O <1.0 <l.O
<l.O <1.0 <1.0
<1.0 <l.O <1.0
<1.0 <LO <1.0
<1.0 <l.O <l.O
@~1.0 @~I. o <1.0
<1.0. --<1.0 ~ <l.O·· . 0500 7 70
Methylene chloride I, I ,I-Trichloroethane
(ug/L) (ug/L)
<2.0 <1.0
<2.0 <1.0
<2.0 <1.0
<2.0 <LO
<2.0 <1.0
<2.0 <1.0
<2.0 <1.0
<2.0 <l.O
<2.0 <l.O
<2.0 <1.0
<2.0 <1.0
<2.0 <I.0
<2.0 <l.0
<2.0 <1.0
<2.0 <1.0
<2.0 <l.O
<2.0 <1.0
<2.0 <l.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 5.5
<2.0 <LO
<2.0 <1.0
<2.0 <1.0
<2.0 <1.0
<2.0 <l.O
<2.0 <l.O
<2.0 <I.0
<2.0 @"-J. 0
<2.0~ <1.0--
5 200
•
Sample Date Trichlorocthylene
Location (ug/L)
LD Effluent 2113/96 • <1.0
2/14/96 , <1.0
2/14/96, <1.0
2/15/96 • <I.0
2/16/96' <1.0
2/22/96' <1.0
2/28/96-<1.0
3/8/96· <1.0
4/3/96, <1.0
5/3/96 • <1.0
8/1/96 • <1.0
9/4/96 • <1.0
10/1/96 • <1.0
11/7/96, <1.0
12/5/96 • <1.0
1/6/97 • <1.0
3/12/97' <1.0
4/8/97 • <LO
5/14/97' <LO
6/6/97 • <1.0
7/2/97' <1.0
8/7/97, <1.0
9/5/97 • <l.O
10/2/97 • <1.0
11/13/97· <1.0
12/5/97 • <1.0
1/9/98 • <1.0
2/5/98 • <1.0
3/5/98 ' <1.0
4/3/98 • <l.O
5/7/98 ' <1.0
6/5/98 • <1.0
7/9/98' <l.O
8/7/98 • <I.0
9/l0/98 • <1.0
I 0/2/98' <1.0
I 1/4/98' <u)'-1,0
12/1/98, <1.0.
Remediatmn Performance Standard 2.8
0
Benzene
(ug/L)
<1.0
<1.0
<1.0
<l.O
<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
<l.O
<l.O
<l.O
<1.0
<LO
<LO
<1.0
<LO
<1.0
<l.O
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0 -
•
TABLE 2 (Continued)
Groundwater Quality Summary
Lower Dockery
Macon/ Dockery Site
Richmond County, North Carolina
Toluene Total Xylenes Chromium
(ug/L) (ug/L) (ug/L)
<1.0 <3.0 <IO
<1.0 <3.0 <IO
<l.O <3.0 <IO
<1.0 <3.0 <10
<1.0 <3.0 <IO
<1.0 <3.0 <IO
<1.0 <3.0 <IO
<1.0 <3.0 <IO
<1.0 <3.0 <IO
<1.0 <3.0 <IO
<LO <3.0 <IO
<l.O <3.0 <10
<LO <3.0 <10
3.4 <3.0 <IO
<1.0 <3.0 <IO
<l.O <3.0 <IO
<l.O <3.0 <10
<LO <3.0 <IO
<1.0 <3.0 <IO
<t.O <3.0 <IO
<LO <3.0 <IO
<I.0 <3.0 <IO
<1.0 <3.0 <10
<t.O <3.0 <IO
<t.O <3.0 <IO
<t.O <3.0 <10
<I.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<l.O <3.0 <IO
<1.0 <3.0 <10
<1.0 <3.0 <IO
<1.0 <3.0 <10
<1.0 <3.0 <IO
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 • <3.0 • <10 •
l000 400 50
Barium Manganese Zinc Cadmium Suspended Solids
(ug/L) (ug/L) (ug/L) (ug/L) (mg/L)
<50 <5.0 <20 <0.30 <5.0
<50 <5.0 <20 <0.30 <5.0
<50 <5.0 <20 <0.30 11
<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 11 <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 · (5g) 4.~ • 0<20. <0.30. <5.0 •
1000 50 5000 5
•
Sample Date
Location
UMSA Effluent 2/13/96'
2114196 t
2/14/96 ,
2/15/96,
2/16/96 ,
2/17/96 ,
2/22/96 '
2/28/96 ,
3/8/96 '
4/3/96 ,
5/3/96'
6/5/96,
7/1/96 '
7/30/96 '
9/4/96 '
10/1/96'
11/7/96 I
12/5/96 .
1/6/97 •
2/4197.
3/12/97'
4/8/97 '
5/12/97 •
6/6/97 •
7/2/97 ·
8/7/97 '
9/5/97 '
I 0/2/97 ·'
11/13/97 1
12/5/97'
1/9/98 ·
2/5/98 '
3/5/98 ,
4/3198 '
5/7/98'
6/5/98 I
7/9/98 '
8/7/98 r
9/10/98 '
10/2/98:
11/4/98'
12/1/98.,
Remediation Performance Standard
Note: NA"' Not Analyzed
Chlorofonn 1, I -Dichloroethanc
(uglL) (uglL)
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<I.O <1.0
<1.0 <1.0
<l.O <1.0
<1.0 <1.0
<1.0 <1.0
<l.O <1.0
<1.0 <1.0
<l.O <1.0
<l.O <1.0
<I.O <1.0
<l.O <1.0
<l.O <LO
<l.O <1.0
<LO <1.0
<l.O <1.0
<LO <l.O
<I.O <LO
<LO <LO
<LO <1.0
<LO <LO
<1.0 <LO
<l.O <LO
<l.O <l.O
<LO <LO
<LO <LO
<1.0 <l.O
<1.0 <LO
<LO <1.0
<LO <LO
<1.0 <1.0
<1.0 <LO
<1.0 <1.0
<I.O <i.O
<1.0 <LO
<1.0 <LO
<LO <LO
<1.0 <LO
<LO• <l.O.
3500
•
Table 3
Groundwater Quality Summary
Upper Macon Source Arca
Macon/ Dockery Site
Richmond County, North Carolina
1, I -Dichloroethene Cis/trans-1,2-Dichloroethcne Tetrachloroethene
(uglL) (uglL) (uglL)
<LO <I.0 <LO
<1.0 <1.0 <1.0
<LO <I.0 <1.0
<LO <1.0 <I.O
<l.O <LO <1.0
<l.0 <1.0 <LO
<l.0 <1.0 <LO
<1.0 <I.0 <l.O
<LO <1.0 <1.0
<LO <1.0 <1.0
<1.0 <1.0 <l.O
<1.0 <1.0 <l.0
<LO <LO <I.O
<LO <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<LO <1.0 <1.0
<LO <1.0 <1.0
<LO <1.0 <LO
<I.O <l.O <I.O
<LO <l.O <1.0
<LO <I.O <I.O . <l.O <1.0 <LO
<l.O <LO <1.0
<1.0 <I.O <1.0
<LO <1.0 <1.0
<l.O <LO <l.O
<l.O <I.O <LO
<1.0 <I.O <1.0
<I.O <1.0 <LO
<l.O <1.0 <I.O
<I.O <l.O <l.O
<1.0 <l.O <l.O
<1.0 <LO <1.0
<1.0 <l.O <I.O
<1.0 <LO <LO
<l.O <1.0 <LO
<LO <l.O <1.0
<l.O <l.0 <l.O
<I.O <LO <l.O
<LO <LO <l.O
<l.O· <LO~ <1.0-
7 70
•
1, 1, 1-Trichloroethane Trichloroethylene
(ug/L) (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
<I.O <1.0
<LO <1.0
<LO <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <LO
<1.0 <1.0
<LO <1.0
<1.0 <1.0
<I.O <1.0
<I.O <1.0
<l.O <LO
<I.O <LO
<l.O <1.0
<LO <1.0
<1.0 <LO
<l.O <l.O
<l.O <I.O
<l.O <1.0
<I.O <I.O
<l.O <1.0
<LO <LO
<1.0 <LO
<l.O <1.0
<I.O <1.0
<LO <LO
<LO <LO
<LO <1.0
<LO <LO
<1.0 <LO
<LO <l.O
<LO <I.O
<LO· <1.0.
200 2,8
•
,..._
Sample Date
Location
UMS;;\ -•
2/13/9G •
2/14/96 •
2/14/96 •
2/15/96 '
2/16/96,
2/17/96 ·
2/22/96 •
2/28/96 '
3/8196 ·
4/3/96 ,
5/3/96 '
615196 •
7/1/96 ·
7/30/96 '
9/4/96 ·
10/1/96'
11/7/96 '
12/5/96 ·
1/6/97 ·
2/4/97 .
3/12/97 '
4/8/97 I
5/12/97 '
6/6/97 ,
7/2/97 ·
8/7/97 .
9/5/97 ·
I 0/2/97 '
11/13/97 ·
12/5/97 ·
1/9/98 I
2/5/98 ·
3/5/98 I
4/3/98 ·
5/7/98 I
6/5/98 I
7/9/98 ·
8/7/98'
9/10/981
I 0/2/98.
l l/4/98 ·
12/1/98 •
Remediation Perfonnancc Standard
Note: NA• Not Analyzed
Vinyl chloride Benzene Toluene
(uefL) (ug/L) (uefL)
<LO <1.0 <LO
<1.0 <1.0 <LO
<I.0 <1.0 <LO
<l.O <l.O <1.0
<LO <1.0 <1.0
<l.O <l.O <1.0
<LO <l.O <1.0
<l.O <1.0 <1.0
<1.0 <1.0 <1.0
<LO <1.0 <l.O
<LO <1.0 <1.0
<LO <1.0 2.9
<1.0 <1.0 <1.0
<1.0 <1.0 <l.O
<1.0 <1.0 <l.O
<1.0 <1.0 <1.0
<1.0 <LO <l.O
<1.0 <1.0 <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 <1.0 <LO
<LO <l.O <1.0
<LO <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <l.O
<1.0 <1.0 <1.0
<l.O <l.O <1.0
<1.0 <1.0 <1.0
<1.0 <l.O <1.0
<1.0 <1.0 <1.0
<l.O <1.0 <LO
<1.0 <1.0 <l.O
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<I.O <1.0 <l.O
<1.0 <1.0 <l.O
<1.0 <l.O <l.O
<1.0 <1.0 <l.O
<1.0 <1.0 <1.0
<1.0 .. <I.0 · <1.0·
1000
•
Table J (Continued)
Groundwater Quality Summary
Upper l\.facoll Source Area
Macon/Dockery Site
Richmond County, North Carolina
Chromium Barium Manganese
(uefL) (u,,rL) (u,,rL)
16 150 330
<10 110 190
<JO 110 160
<JO JOO 140
<JO 130 170
<ID 120 120
<ID 120 70
<ID 130 51
<ID 120 37
<ID 110 27
<ID 120 26
<ID 130 22
12 110 14
<ID 200 110
II 170 68
<JO 130 13
<10 140 13
<JO 170 17
<10 200 46
<10 160 29
<JO 130 30
<JO 200 30
12 210 9S
<JO 240 74
<JO 180 41
II 230 250
<10 130 27
<ID 185 31.5
<10 129 84.2
<10 150 160
<10 180 33
<ID 200 20
II 210 160
<JO <200 64
<JO 210 310
.<10 160 46
<ID 240 110
<10 190 37
<10 200 56
<10 190 110
10 220 450
<10. 160 • 68 ,
50 1000 50
•
Zinc Cadmium Lead Mercury Suspended Solids
(ug/L) (uefL) (u,:IL) (u,,rL) (mglL)
74 <0.30 4.2 <.2 57
20 <0.30 <3.0 <.2 <5.0
<20 <0.30 <3.0 <.2 <5.0
<20 <0.30 <3.0 <.2 <.5.0
<20 <0.30 <3.0 0.26 18
<20 <0.30 <3.0 <.2 <5.0
<20 <0.30 <3.0 <.2 <5.0
<20 <0.30 <3.0 <.2 <5.0
<20 <0.30 <3.0 <.2 <5.0
<20 <0.30 <3.0 <.2 5
<20 <0.30 <3.0 <.2 <5.0
<20 <0.30 <3.0 <.2 6
<20 <0.30 <3.0 NA <5.0
41 <0.30 9.2 NA 23
26 <0.30 66 NA 16
<20 0,47 <3.0 NA 24
<20 <0.30 <3.0 NA 26
<20 <0.30 <3.0 <0.20 5
25 <0.30 3.5 NA 120
<20 <0.30 <3.0 NA 8
<20 <0.30 <3.0 NA <5.0
<20 <0.30 <3.0 NA 7
35 <0.30 <3.0 NA 100
<20 </J.30 <3.0 NA <5.0
<20 <0.30 <3.0 NA <5.0
40 <0.30 4.8 NA NA
<20 <0.30 <3.0 NA 22
<20 <0.30 <3.0 NA II
<20 <I <3.0 NA 8
26 <0.30 6.5 NA <5.0
<20 <0.30 <3.0 NA <5.0
<20 <0.30 <3.0 NA 6
25 <0.30 4.1 NA <5.0
<20 <0.30 <3.0 NA <5.0
29 <0.30 ; NA 13
<20 <0.30 <3.0 NA <5.0
<20 <0.30 <3.0 NA <5.0
<20 <0.30 <3.0 NA <5.0
<20 <0.30 <3.0 NA 33
<20 <0.30 <3.0 NA 12
48 <0.30 4.6 NA 180
<20. <0.30 • <3.0 .. NA• <5.0.
5000 5 15 I.I
•
Sample Date
Location
U/L Effluent 2121196 •
2/22/96 ~
2122196'
2/23/96 •
2/24/96 '
2/25/96 ·
2/28/96 ·
3/8/96
3/16/96 ·
4/3/96 ·
5/3/96'
6/5/96
7/1/96 '
7130196'
9/4/96 '
10/1/96 '
1117/96 ·
12/5/96 •
1/6/97 /
2/4/97 ,
3/12/97 I
4/8/97 ,
5/12/97 1
6/6/97 '
7/2/97 ·
7125197'
8/7/97 I
9/5/97 •
10/2/97 1
11/13/97,
12/5/97 r
1/9/98
2/5/98 ·
3/5/98 r
4/3/98 '
517/98 ·
6/5/98 '
7/9/98 1
8/7/98 '
9/J0/98 I
10/2/98 ,
11/4/98 ,'
12/1/98 •
Remed1at1on Perfonnancc Standard
Note. 7/15/97 Sampled for Manganese on!)·.
Chloroform 1, I -Dichloroethane
(,g/L) (,g/L)
<LO <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <LO
<LO <1.0
<LO <LO
<1.0 <1.0
<1.0 <1.0
<1.0 1.8
<1.0 <1.0
<1.0 <1.0
<1.0 <LO
<1.0 <LO
<LO <LO
<LO <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 2.4
NA NA
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <LO
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<LO <1.0
<1.0 <LO
<1.0 <1.0
<1.0. <1.0 ~
3500
•
Table 4
Groundwater Quality Summary
Upper/Lower Macon System
Macon/ Dockery Site
Richmond County North Carolina
1,1 • Dichloroethene Cis/trans-1,2-Dichloroethenc Methylene chloride
(,g/L) (,g/L) (,g/L)
<1.0 <1.0 <2.0
1.8 <l.O 16
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<LO <LO <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 1.6 <2.0
<l.O <LO <2.0
<1.0 <LO <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <LO <2.0
<1.0 <1.0 <2.0
<LO <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 1.8 <2.0
NA NA NA
<l.O <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <LO <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<LO <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 -<1.0 ~ <2.0'
7 70 5
•
Tetrachloroethene 1, I ,I-Trichloroethane
(,g/L) (,g/L)
<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
<LO <1.0
<LO <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<LO <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <LO
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<LO <1.0
<LO <LO
NA NA
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <!.O
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 -<1.0
200
•
0
Sample Date
Location
U/L Effluent 2/21/96 •
2/22/96 ·
2122196 •
2/23/96 •
2/24/96 ·
2/25/96 •
2/28/96 •
3/8/96 ·
3/16/96 •
4/3/96.
5/3/96 '
6/5/96 •
7/1/96 '
7/30/96 ·
9/4/96 •
10/1/96·
I 117196 '
12/5/96 ,
116197 '
2/4/97 ·
3/12/97'
4/8/97 •
5112197 •
616197 •
7/2/97 ·
7/25/97 ,
8/7/97 •
9/5/97,
10/2/97 .
11/13/97"
12/5/97 •
1/9/98 •
2/5/98 '
3/5/98 '
4/3/98 '
:5/7/98,
615198,
7/9/98 •
8/7/98 •
9/\0/98 '
10/2/98 '
11/4/98 ,
12/1/98 --~ ,.
Remedmt1on Performance Standard
Note: 7/25/97 Sampled for Mangan= only.
Trichloroethylene
(og/L)
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<1.0
<1.0
<1.0
1.9
<LO
<1.0
<1.0
<1.0
<1.0
<LO
<1.0
<1.0
<1.0
<1.0
<LO
<LO
<1.0
<1.0
<1.0
NA
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<1.0
<1.0
<1.0 .
2.8
•
Toluene Chromium
(og/L) (og/L)
<1.0 <10
<1.0 130
<1.0 <IO
<1.0 <10
<l.O <10
<1.0 <10
<LO <10
<1.0 <IO
<1.0 <IO
<1.0 <10
<LO <IO
2.1 <IO
<1.0 <10
<1.0 <10
~LO <IO
<1.0 <10
<1.0 <IO
<1.0 <10
<1.0 <10
<l.0 <IO
<l.O <10
<1.0 <10
<1.0 <IO
<1.0 <IO
<1.0 <10
NA NA
<LO <10
<1.0 <10
<1.0 <IO
<1.0 <19
<1.0 <IO
<1.0 <IO
<1.0 <10
<1.0 <10
<1.0 <IO
<1.0 <IO
<1.0 <10
<1.0 <10
<LO <IO
<LO <10
<1.0 <10
<1.0 <10
<1.0. <IO•
1000 50
Table 4 (Continued)
Groundwater Quality Summary
Upper/Lower Macon System
Macon/Dockery Site
Richmond County North Carolina ,
Barium Manganese Zinc
(UgfL) (,g/L) (og/L)
59 JOO 98
70 120 120
72 120 120
80 140 130
83 150 150
90 160 170
<50 32 59
<50 39 56
<50 31 51
<50 44 54
31 10 21
<50 7.5 <20
<50 <5.0 <20
<50 <5.0 <20
<50 <5.0 <20
<50 <5.0 <20
<50 <5.0 <20
<50 <5.0 <20
<50 <5.0 <20
39 <5.0 <20
<50 <5.0 <20
<50 <5.0 <20
<50 <5.0 <20
<50 <5.0 <20
<50 79 <20
NA 36 NA
<50 5.4 <20
<50 <5.0 <20
<50 6.3 <20
<50 <5.0 <20
<50 <5.0 <20
<50 <5.0 <20
56 <5.0 <20
<200 <15 <20
<200 <5.0 <20
<50 <5.0 <20
<50 <5.0 <20
<50 <5.0 <20
<50 9.2 <20
<50 6.7 <20
31 <10 <20
<50 6.2 <20
<50 • (61)LS ,0 <20
1000 50 :5000
•
Lead Suspended Solids
(og/L) (mg/L)
4 <5.0
5.2 <5.0
5.7 <5.0
4.9 <5.0
3.7 <5.0
3.6 <5.0
<3.0 8
<3.0 <5.0
<3.0 <5.0
3.6 10
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 24
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 8
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <:5.0
NA NA
3.1 NS
<3.0 <5.0
<3.0 25
<3.0 <5
<3.0 <5
<3.0 <5
<3.0 <5
<3.0 <5.0
<3.0 <5.0
<3.0 NA
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 , <5.0 •
15
•
Month
Upper Dockery Mar-96
Apr-96
May-96
Jun-96
Jul-96
, Aug-96
Sep-96
Oct-96
Nov-96
Dec-96
Jan-97
Feb-97
Mar-97 • Apr-97
May-97
Jun-97
Jul-97
Aug-97
Sep-97
Oct-97
Nov-97
Dec-97
Jan-98
Feb-98
Mar-98
Apr-98
May-98
Jun-98
Jul-98
Aug-98
Sep-98
Oct-98
Nov-98
12-1-98 to 12-31-98 Dec-98
•
TABLE 5
SUMMARY OF MASS voe REMOVAL ESTIMATES
MACON/DOCKERY SITE
RICHMOND COUNTY, NORTH CAROLINA
PAGE 1 OF 4
Average Total
Monthly Flow voe Pounds of voe
Volume Concentration Removed For Month
(gallons) (ug/L) (Pounds)
400,155 196 0.65
286,151 210 0.50
66,826 177 0.10
97,350 120 0.10
163,426 108 0.15
218,330 284 0.52
149,420 284 0.35
140,191 284 0.33
438,013 294 1.07
161,903 294 0.40
294,071 294 0.72
267,596 131 0.29
250,068 131 0.27
276,556 131 0.30
289,938 76 0.18
135,575 76 0.09
99,896 76 0.06
70,967 54 0.03
56,256 54 0.03
277,505 54 0.12
143,168 108 0.13
78,332 108 0.07
103,968 108 0.09
296,588 99.3 0.25
326,525 99.3 0.27
419,475 99.3 0.35
440,446 244.0 0.90
200,192 244.0 0.41
337,048 244.0 0.69
432,719 146.4 0.53
411,677 146.4 0.50
439,378 146.4 0.54
362,586 161.0 0.49
500,450 161.0 0.67
Cumulative voes
Removed
(Pounds)
0.65
1.15
1.25
1.35
1.49
2.01
2.36
2.70
3.77
4.17
4.89
5.18
5.45
5.75
5.94
6.02
6.08
6.12
6.14
6.27
6.40
6.47
6.56
6.81
7.08
7.42
8.32
8.73
9.41
9.94
10.44
10.98
11.47
12.14
•
System/Flow Reading
Collection Dates Month
Lower Dockery Mar-96
Apr-96
May-96
Jun-96
Jul-96
Aug-96
Sep-96
Oct-96
Nov-96
Dec-96 • Jan-97
Feb-97
Mar-97
Apr-97
May-97
Jun-97
Jul-97
Aug-97
Sep-97
Oct-97
Nov-97
Dec-97
Jan-98
Feb-98
Mar-98
Apr-98
May-98
Jun-98
Jul-98
Aug-98
Sep-98
Oct-98
Nov-98 • 12-1-98 to 12-31-98 Dec-98
TABLE 5
SUMMARY OF MASS voe REMOVAL ESTIMATES
MACON/DOCKERY SITE
RICHMOND COUNTY, NORTH CAROLINA
PAGE 2 OF4
Average Total
Monthly Flow voe Pounds of voe
Volume Concentration Removed For Month
(gallons) (ug/L) (Pounds)
328,448 200 0.55
191,090 150 0.24
245,715 148 0.30
8,619 152 0.01
151,827 152 0.19
126,232 170 0.18
63,833 170 0.09
460,379 170 0.65
183,210 140.8 0.22
137,594 140.8 0.16
286,202 140.8 0.34
90,912 140.8 0.11
277,823 110 0.25
180,560 110 0.17
684,855 116 0.66
501,987 116 0.49
581,027 116 0.56
414,199 84 0.29
481,049 84 0.34
457,604 84 0.32
308,483 62 0.16
272,079 62 0.14
786,548 62 0.41
123,013 57.9 0.06
287,027 57.9 0.14
452,535 57.9 0.22
141,936 56.8 0.07
453,014 56.8 0.21
504,860 56.8 0.24
453,131 62.2 0.23
591,481 62.2 0.31
471,729 62.2 0.24
642,213 52.6 0.28
415,550 52.6 0.18
Cumulative voes
Removed
(Pounds)
0.55
0.79
1.09
1.10
1.29
1.47
1.56
2.22
2.43
2.59
2.93
3.04
3.29
3.46
4.12
4.61
5.17
5.46
5.80
6.12
6.27
6.41
6.82
6.88
7.02
7.24
7.31
7.52
7.76
7.99
8.30
8.54
~i,,s3
S>. 0 I
0
•
System/Flow Reading
Collection Dates Month
Macon Source Area Mar-96
Apr-96
May-96
Jun-96
Jul-96
Aug-96
Sep-96
Oct-96
Nov-96 • Dec-96
Jan-97
Feb-97
Mar-97
Apr-97
May-97
Jun-97
Jul-97
Aug-97
Sep-97
Oct-97
Nov-97
Dec-97
Jan-98
Feb-98
Mar-98
Apr-98
May-98
Jun-98
Jul-98
Aug-98
Sep-98
Oct-98
Nov-98 • 12-1-98 to 12-31-98 Dec-98
TABLE 5
SUMMARY OF MASS voe REMOVAL ESTIMATES
MACON/DOCKERY SITE
RICHMOND COUNTY, NORTH CAROLINA
PAGE3 OF 4
Average Total
Monthly Flow voe Pounds of voe
Volume Concentration Removed For Month -(gallons) (ug/L) (Pounds)
426,083 55 0.20
364,772 61 0.18
257,720 41 0.09
114,048 60 0.06
202,477 43 0.07
207,503 61 0.11
209,649 61 0.11
101,512 61 0.05
116,354 42.6 0.04
137,045 42.6 0.05
146,036 42.6 0.05
215,730 63.9 0.11
223,222 63.9 0.12
253,167 63.9 0.13
223,177 82 0.15
234,669 82 0.16
117,736 82 0.08
50,248 124.9 0.05
36,264 124.9 0.04
70,207 124.9 0.07
102,326 122.5 0.10
114,452 122.5 0.12
178,387 122.5 0.18
178,387 201.6 0.30
145,526 201.6 0.24
600,075 201.6 1.01
410,905 139.6 0.48
431,360 139.6 0.50
329,835 139.6 0.38
473,093 142 0.56
513,868 142 0.61
493,849 142 0.58
498,670 203 0.84
371,824 203 0.63
Cumulative voes
Removed
(Pounds)
0.2
0.38
0.47
0.53
0.60
0.71
0.82
0.87
0.91
0.96
1.01
1.12
1.24
1.38
1.53
1.69
1.77
1.82
1.86
1.93
2.04
2.15
2.34
2.64
2.88
3.89
4.37
4.87
5.25
5.81
6.42
7 01 m 7.s.s-
e,,4B
0
•
Syslem/Flow Reading
Collection Dates Month
U/L Macon Mar-96
Apr-96
May-96
Jun-96
Jul-96
Aug-96
Sep-96
Oct-96
Nov-96 • Dec-96
Jan-97
Feb-97
Mar-97
Apr-97
May-97
-Jun-97
Jul-97
Aug-97
Sep-97
Oct-97
Nov-97
Dec-97
Jan-98
Feb-98
Mar-98
Apr-98
May-98
Jun-98
Jul-98
Aug-98
Sep-98
Oct-98
Nov-98 • 12-1-98 to 12-31-98 Dec-98
TABLE 5
SUMMARY OF MASS voe REMOVAL ESTIMATES
MACON/DOCKERY SITE
-
RICHMOND COUNTY, NORTH CAROLINA
PAGE4 OF4
Average Total
Monthly Flow voe Pounds of voe
Volume Concenlration Removed For Month
(gallons) (ug/L) (Pounds)
375,318 24 0.07
709,726 24 0.14
482,220 23 0.09
48,305 31 0.01
759,920 22 0.14
638,400 31 0.17
302,505 31 0.08
640,760 31 0.17
871,155 25.3 0.18
725,549 25.3 0.15
596,131 25.3 0.13
795,239 24.4 0.16
939,710 24.4 0.19
918,080 •·24.4 0.19
999,040 24 0.20
605,792 24 0.12
223,859 24 0.05
911,679 23 0.18
917,631 23 0.18
821,135 23 0.16
140,796 16 0.02
844,299 16 0.11
531,692 16 0.07
1,051,002 22.9 0.20
932,266 22.9 0.18
662,272 22.9 0.13
876,945 • 22.3 0.16
448,056 22.3 0.08
776,195 22.3 0.14
857,122 22.5 · 0.16,
821,424 22.5 • 0.15 ·
718,543 22.5 · 0.13,
251,141 16.5 0.03,
713,232 16.5 0.10.
Cumulative voes
Removed
(Pounds)
0.07
0.21
0.31
0.32
0.46
0.62
0.70
0.87
1.05
1.20
1.33
1.49
1.68
1.87
2.07
2.19
2.24
2.42
2.59
2.75
2.77
2.89
2.96
3.16
3.34
3.46
3.62
3.71
3.85
4.01,
4.17 ·
4.30,
4.34,
4.43.
I
•
•
•
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S8-87403
Received: 02 DEC 98
Reported: 16 DEC 98
Project: Macon/Dockery 115046
Sampled By: Client
Code: 121881216
REPORT OF RESULTS Page 1
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
------------------------------------------------------------------------------------
87403-1
87403-2
87403-3
87403-4
Lower Dockery Eff
Upper Dockery Eff
Macon Source Eff
Macon Pad Eff
--------,-----------------------------------------------------
PARAMETER
Purgeable Halocarbons (8010)
Chloroform, ug/1
1,1-Dichloroethane, ug/1
1,1-Dichloroethene, ug/1
Cis/Trans-1,2-Dichloroethene, ug/1
Methylene chloride (Dichloromethane),
Tetrachloroethene, ug/1
1,1,1-Trichloroethane, ug/1
Trichloroethylene, ug/1
Vinyl chloride, ug/1
Surrogate -Bromochloromethane
Date Analyzed
Dilution factor
Batch ID
Clock ID
87403-1
<1.0
<1.0
<1.0
<1.0
ug/1 <2.0
<1.0
<1.0
<1.0
<1.0
92 \-
12.10.98
1. 0
1El210
1El210
87403-2
<1.0
<l. 0
<1.0
<1.0
<2.0
<1.0
<1.0
<1.0
<LO
98 \-
12.10.98
1.0
1El210
1El210
12-01-98/1020
12-01-98/1110
12-01-98/1212
12-01-98/1312
87403-3
<l. 0
<1.0
<1.0
<1.0
<2.0
<1.0
<1.0
<1.0
<1.0
9 7 \-
12.10.98
1.0
1El210
1El210
87403-4
<1.0
<1.0
<1.0
<1.0
<2.0
<1.0
<1.0
<1.0
<1.0
91 \-
12 .10. 98
1.0
1El210
1El210
--------------------------------------- -------------------- --------------------
•
•
•
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
Mr. Steve Irrninger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S8·87403
Received: 02 DEC 98
Reported: 16 DEC 98
Project: Macon/Dockery 115046
Sampled By: Client
Code: 121881216
REPORT OF RESULTS Page 2
DATE/
LOG NO SAMPLE DESCRIPTION , LIQUID SAMPLES TIME SAMPLED
------------------------------------------------------------------------------------
87403-1
87403·2
87403·3
87403·4
Lower Dockery Eff
Upper Dockery Eff
Macon Source Eff
Macon Pad Eff
12·01·98/1020
12-01·98/1110
12·01·98/1212
12 · 01-98/1312
------------------------------------------------------------------------------------
PARAMETER
Purgeable Aromatics (8020)
Benzene, ug/1
Toluene, ug/1
Total Xylenes, ug/1
Acetone, ug/1
Surrogate -a,a,a-Trifluorotoluene
Date Analyzed
Dilution factor
Batch ID
Clock ID
Suspended Solids (160.2)
Suspended Solids, rng/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Barium (6010)
Barium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
87403·1
<1.0
<1.0
<3.0
<25
113 \
12.10.98
1.0
1El210
1E1210
<5.0
12.04.98
12.07.98
1. 0
1204B
<50
12.03.98
12.10.98
1.0
1203G
87403·2
<1.0
<1.0
<3.0
<25
113 \-
12.10.98
1.0
1E1210
1E1210
<5.0
12.04.98
12.07.98
1.0
1204B
63
12.03.98
12.10.98
1.0
1203G
87403-3
<1.0
<1.0
<3. 0
<25
110 \
12.10.98
1.0
1E1210
1El210
<5.0
12.04.98
12.07.98
1.0
1204B
160
12.03.98
12.10.98
1. 0
1203G
87403·4
<1.0
<1. 0
<3.0
<25
107 %-
12.10.98
1.0
1E1210
1El210
<5.0
12.04.98
12.07.98
1. 0
1204B
<50
12.03.98
12.10.98
1.0
1203G
•
•
•
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
LOG NO: S8-87403
Received: 02 DEC 98
Reported: 16 DEC 98
Mr. Steve Irrninger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
Project: Macon/Dockery 115046
Sampled By: Client
Code: 121881216
REPORT OF RESULTS Page 3
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
------------------------------------------------------------------------------------
87403-1
87403-2
87403-3
87403-4
Lower Dockery Eff
Upper Dockery Eff
Macon Source Eff
Macon Pad Eff
12-01-98/1020
12-01-98/1110
12-01-98/1212
12 -01-98/1312
------------------------------------------------------------------------------------
PARAMETER
Beryllium (6010)
Beryllium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Chromium (6010)
Chromium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Manganese (6010)
Manganese, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
----------
----------
87403-1
----------
<5.0
12.03.98
12.10.98
1.0
1203G
·<10
12.03.98
12.10.98
1. 0
1203G
<5.0
12.03.98
12.10.98
1.0
1203G
----------
87403-2
----------
<5.0
12.03.98
12.10.98
1.0
1203G
14
12.03.98
12.10.98
1.0
1203G
40
12.03.98
12.10.98
1.0
1203G
----------
87403-3 87403-4
--------------------
<5.0 <5.0
12.03.98 12.03.98
12.10.98 12.10.98
, 1.0 1.0
/ 1203G 1203G
,,-:•,<·10 <1'0
12.03.98 12.03.98
12.10.98 12.10.98
1. 0 1.0
1203G 1203G
68 <5.0
12.03.98 12.03.98
12.10.98 12.10.98
1.0 1.0
1203G 1203G
--------------------
•
•
•
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S8-87403
Received: 02 DEC 98
Reported: 16 DEC 98
Project: Macon/Dockery 115046
Sampled By: Client
Code: 121881216
REPORT OF RESULTS Page 4
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
------------------------------------------------------------------------------------
87403-1
87403-2
87403-3
87403-4
Lower Dockery Eff
Upper Dockery Eff
Macon Source Eff
Macon Pad Eff
12-01-98/1020
12-01 -98/1110
12-01-98/1212
12-01-98/1312
------------------------------------------------------------------------------------
PARAMETER
Nickel (6010)
Nickel, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Vanadium (6010)
Vanadium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Cadmium (7131)
Cadmium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
----------
----------
87403-1
----------
<40
12.03.98
12.10.98
1.0
1203G
<50
12.03.98
12.10.98
1. 0
1203G
<0.30
12.03.98
12.04.98
1.0
1203H
----------
87403-2
----------
<40
12.03.98
12.10.98
1. 0
1203G
<50
12.03.98
12.10.98
1. 0
1203G
<0.30
12.03.98
12.04.98
1.0
1203H
----------
87403-3 87403-4
--------------------
<40 <40
12.03.98 12.03.98
12.10.98 12.10.98
1. 0 1. 0
1203G 1203G
<50 <50
12.03.98 12.03.98
12.10.98 12.10.98
1. 0 1.0
1203G 1203G
<0.30 <0.30
12.03.98 12.03.98
12.04.98 12.04.98
1.0 1.0
1203H 1203H
--------------------
•
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
LOG NO
87403-1
87403-2
87403-3
87403-4
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S8-87403
Received: 02 DEC 98
Reported: 16 DEC 98
Project: Macon/Dockery 115046
Sampled By: Client
Code: 121881216
REPORT OF RESULTS Page 5
SAMPLE DESCRIPTION, LIQUID SAMPLES
--------------------------------------------------
Lower Dockery Eff
Upper Dockery Eff
Macon Source Eff
Macon Pad Eff
--------------------------------------------------
DATE/
TIME SAMPLED
12-01-98/1020
12-01-98/1110
12-01-98/1212
12-01-98/1312
PARAMETER 87403-1 87403-2 87403-3 87403-4
--------------------------------------------------
Lead (7421)
<3.0 <3.0 <3 .o <3.0
12.03.98 12.03.98 12.03.98 12.03.98
Lead, ug/1
Preparation Date
• Date Analyzed
Dilution factor
Batch ID
12.08.98
1.0
1203H
12.08.98
1.0
1203H
12.08.98 12.08.98
1.0 1.0
1203H 1203H
•
Antimony (7041)
Antimony, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Zinc (6010)
Zinc, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID ----------
<10
12.03.98
12.07.98
1.0
1203G
<20
12.03.98
12.10.98
1.0
1203G
----------
. ,-<10
12.03.98
12.07.98
1.0
1203G
<20
12.03.98
12.10.98
1.0
1203G
----------
<10 <10
12.03.98 12.03.98
12.07.98 12.07.98
1. o 1.0
1203G 1203G
<20 <20
12.03.98 12.03.98
12.10.98 12.10.98
1.0 1.0
1203G 1203G
--------------------
•
•
•
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S8-87403
Received: 02 DEC 98
Reported: 16 DEC 98
Project: Macon/Dockery 115046
Sampled By: Client
Code: 121881216
REPORT OF RESULTS Page 6
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
87403-5 Trip Blank 12-01-98
------------------------------------------------------------------------------------
PARAMETER
Purgeable Halocarbons (8010)
Chloroform, ug/1
1,1-Dichloroethane, ug/1
1,1-Dichloroethene, ug/1
Cis/Trans-1,2-Dichloroethene, ug/1
Methylene chloride (Dichloromethane),
Tetrachloroethene, ug/1
1,1,1-Trichloroethane, ug/1
Trichloroethylene, ug/1
Vinyl chloride, ug/1
Surrogate -Bromochloromethane
Date Analyzed
Dilution factor
Batch ID
Clock ID
Purgeable Aromatics (8020)
Benzene, ug/1
Toluene, ug/1
Total Xylenes, ug/1
Acetone, ug/1
Surrogate -a,a,a-Trifluorotoluene
Dat.e Analyzed
Dilution factor
Batch ID
Clock ID
ug/1
87403-5
<1.0
<1.0
<1.0
<1.0
<2.0
<1.0
<1.0
<1.0
<1.0
83 \-
12.11.98
1.0
lE1211
1El211
<1.0
<1.0
<3 .0
<25
107 \-
12.11.98
1.0
1El211
1El211
•
•
•
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S8-87403
Received: 02 DEC 98
Reported: 16 DEC 98
Project: Macon/Dockery 115046
Sampled By: Client
Code: 121881216
REPORT OF RESULTS Page 7
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES .TIME SAMPLED
------------------------------------------------------------------------------------
87403-6
87403-7
87403-8
Method Blank
Lab Control Standard\-Recovery
LCS Accuracy Control Limit (\-R)
------------------------------------------------------------------------------------
PARAMETER
Purgeable Halocarbons (8010)
Chloroform, ug/1
1,1-Dichloroethane, ug/1
1,1-Dichloroethene, ug/1
Cis/Trans-1,2-Dichloroethene, ug/1
Methylene chloride (Dichloromethane),
Tetrachloroethene, ug/1
1,1,1-Trichloroethane, ug/1
Trichloroethylene, ug/1
Vinyl chloride, ug/1
Surrogate -Bromochloromethane
Date Analyzed
Dilution factor
Batch ID
Clock ID
ug/1
87403-6
<1.0
<1.0
<1.0
<1.0
<2.0
<1.0
<1.0
<1.0
<1.0
9 0 \-
12 .10. 98
1.0
1El211
lE1211
87403-7
105 \-
105 \-
94 \-
12.10.98
1.0
1El211
1El211
87403-8
38-164 \-
63-121 \-
30-171 \-
··-------------------------------------- ---------- ------------------------------
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
• 5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
LOG NO: S8-87403
Received: 02 DEC 98
Reported: 16 DEC 98
•
•
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
Project: Macon/Dockery 115046
Sampled By: Client
Code: 121881216
REPORT OF RESULTS Page 8
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
87403-6
87403-7
87403-8
Method Blank
Lab Control Standard t Recovery
LCS Accuracy Control Limit (tR)
PARAMETER
Purgeable Aromatics
Benzene, ug/1
Toluene, ug/1
Total Xylenes, ug/1
Acetone, ug/1
(8020)
Surrogate -a,a,a-Trifluorotoluene
Date Analyzed
Dilution factor
Batch ID
Clock ID
Suspended Solids (160.2)
Suspended Solids, mg/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Barium (6010)
Barium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
87403-6
<1.0
<1.0
<3.0
<25
113 t
12.10.98
1.0
1El210
1E1210
<5.0
12.04.98
12.07.98
1.0
1204B
<50
12.03.98
12.10.98
1.0
1203G
----------
87403-7
95 t
105 lr
85 t
113 t
.12.10.98
1.0
1El210
1El210
8.5 \-
12.04.98
12.07.98
1.0
1204B
104 lr
12.03.98
12.10.98
1.0
1203G
----------
87403-8
56-144 \-
67-124 \-
40-130 lr
23-164 \-
80-120 t
75-125 lr
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
• 5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S8-87403
Received: 02 DEC 98
Reported: 16 DEC 98
Project: Macon/Dockery 115046
Sampled By: Client
Code: 121881216
REPORT OF RESULTS Page 9
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
87403-6
87403-7
87403-8
Method Blank
Lab Control Standard\-Recovery
LCS Accuracy Control Limit (\-R)
PARAMETER
Beryllium (6010)
Beryllium, ug/1
Preparation Date
Date Analyzed
• Dilution factor
Batch ID
•
Chromium (6010)
Chromium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Manganese (6010)
Manganese, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
87403-6
<5.0
12.03.98
12.10.98
1.0
1203G
<10
12.03.98
12.10.98
1.0
1203G
<5.0
12.03.98
12.10.98
1.0
1203G
----------
87403-7
102 \
12.03.98
12.10.98
1.0
1203G
105 \-
12.03.98
12.10.98
1.0
1203G
103 \-
12.03.98
12.10.98
1.0
1203G
----------
87403-8
75-125 \-
75-125 \-
75-125 \-
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone] •
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S8-87403
Received: 02 DEC 98
Reported: 16 DEC 98
Project: Macon/Dockery 115046
Sampled By: Client
Code: 121881216
REPORT OF RESULTS Page 10
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
------------------------------------------------------------------------------------
87403-6
87403-7
87403-8
Method Blank
Lab Control Standard% Recovery
LCS Accuracy Control Limit (%R)
------------------------------------------------------------------------------------
PARAMETER
Nickel (6010)
Nickel, ug/1
Preparation Date
Date Analyzed
• Dilution factor
Batch ID
Vanadium (6010)
Vanadium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Cadmium (7131)
Cadmium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
•
87403-6
<40
12.03.98
12.10 .. 98
1.0
1203G
<50
12.03.98
12.10.98
1.0
1203G
<0.30
12.03.98
12.04.98
1.0
1203H
----------
87403-7 87403-8
105 \-75-125 %
12.03.98
12.10.98
1.0
1203G
102 % 75-125 %
12.03.98
12.10.98
1.0
1203G
98 % 80-120 %
12.03.98
12.04.98
1.0
1203H
----------
I
I
I
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
• 5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
LOG NO: S8-87403
•
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
Received: 02 DEC 98
Reported: 16 DEC 98
Project: Macon/Dockery 115046
Sampled By: Client
Code: 121881216
REPORT OF RESULTS· Page 11
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
87403-6
87403-7
87403-8
PARAMETER
Lead (7421)
Method Blank
Lab Control Standard% Recovery
LCS Accuracy Control Limit (%R)
Lead, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Antimony (7041)
Antimony, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Zinc (6010)
Zinc, ug/1
Preparation Date
Date Analyzed
Dilution factor
Bat.ch ID
Methods: EPA SW-846
NC DEHNR Cert. #269
87403-6
<3.0
12.03.98
12.08.98
1.0
1203H
<10
12.03.98
12.07.98
1.0
1203G
<20
12.03.98
12.10.98
1.0
1203G
87403-7
102 %
12.03.98
12.08.98
l. 0
1203H
95 %
12.03.98
12.07.98
1.0
1203G
103 %
12.03.98
12.10.98
1.0
1203G
87403-8
80-120 \-
80-120 %
75-125 %
E • Final Pag
Serial Number Q 9 81 7 4 SL SAVANNAH LABORATORIES D 5102 LaRoche Avenue, Savannah, GA 31404 Phone: (912) 354· 7858 Fax: [phone] & ENVIRONMENTAL SERVICES, INC. D 2846 Industrial Plaza Drive. Tallahassee, FL 32301 Phone: [phone] Fax: [phone] D 414 SW 12th Avenue, Deertield Beach. FL 33442 Phone: [phone] Fax: [phone] ANALYSIS REQUEST AND CHAIN OF CUSTODY RECORD D 900 Lakeside Drive, Mobile, AL 36693 Phone: [phone] Fax: [phone] D 6712 Benjamin Road, Suite 100, Tampa, FL 33634 Phone: [phone] Fax: [phone] D 100 Alpha Drive. Suite 110, Oestrehan, LA 70047 Phone: [phone] Fax: [phone]
0 ROJECT REFERENCE PROJECT NO. P.O. NUMBER . M0 covi -Ooc le.cry IJSO~(; MATRIX
TYPE I PAGE\ I OF\ ~ REQUIRED ANALYSES ?ROJECT LOC. SAMPLER(s) NAME PHONE 7r,q-.<9fi'-7900 I :' ..Y. ~ (State) -/)0 ,-,ne. / ly / ~ f!jf \Jry rv ~ c:r,c FAX 70"t' -,sey fj"-:l~'Vtrl -e . . , I STANDARD
~LIENTNAME CLIENT PROJECT MANAGER ? ,. ~ ' & £· ©REPORT Mo.co,-, L?oc ~,y Cro<-<{J /)a.ue JovieS s,) g ~ I ff.._ :! I DELIVERY $=~ ~ .J2 0 <t·<?~i-, ¥§; f.,:: -::UENT ADDRESS (CITY. STATE, ZIP) ,~i § ~ 'f tJ.f ,.__t1 ~tv.f □ EXPEDITED REPORT
DELIVE RY(surcharge)
fi cJ: &fHwlfrJ:i!!!!lli.-I I I I I I / Oaie Due SAMPLE -----------SL A., s,>f tJ NUMBER OF CONTAINERS SUBMITTED DATE TIME NO. SAMPLE IDENTIFICATION REMARKS tJ.I, /~ iO'JO /r•,,•r I QC•/c.,1"v -~f+l(.«••A..,.. ,i 3 I I
l:J/i m I I JO th~r I hr l,:.,.rv -r-~ ,,,_,_,T X .3 I I
o.l, J9f.. I :J I ;:;i ,,;, ' .C... .. rce-,Cf¥'/, + " 3 l I
'11/, JC)ri 13 l'J IJIJ. --/b,,..J -Er:-(' h-,.,_A·; l( 3 I I
/J/1 /c,a Tr I ,1 /) /0"1 J:.. ~
R.:? d:(SIGN,ATURE) f//4 TIME
R~
BY:(SI rATURE) DJ~ TIME RELINQUISHED BY: (SIGNATURE) DATE TIME .t5V /CJ, . ,,.,yt-Q ', lo/"o<.. RECEIVED BY: (SIGNATU~E) DA1E TIME RECEIVED t>Y: (SlliNATURE) DATE TIME RECEIVED BY: (SIGNATURE) DATE TIME
' LABORATORY USE ONLY ' : RECEIVED FOR LABORATORY BY: (SIGNATURE) ~ .,, TIME CUSTODY INTACT CUSTODY SEAL NO. SL LOG NO. LABORATORY REMARKS, J. h # ,:'·· I. ~ , .. ,,.:
.1• :_ ¾~ ,g:5} GrvesONo-~
., 5g 'G?!/03 _;:f;:'::' .
~. ·, -I I . · ·· . .
..J <t z
(!)
a:
0
•RA
. IM(lt)E"'R
JAMES B. HUNT JR:
GoVERNOR
WAYNE MCDEVITT
: sEcRETARY I
~}J:)~~{~~1;§}0I;t{~:;
. '\ w1Li.:.IAM'i!. MMR~ ;,-..t
~ :' . -~ J -.~:
r l ! t f .. ~: l _ L i . f 1-'-I r ;, .... . ..
Udkil
Ms. Giezelle Bennett
Remedial Project Manager
Superfund Branch
Waste Management Division
US EPA Region IV
61 Forsyth Street, 11 th Floor
Atlanta, Georgia 30303
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WASTE MANAGEMENT
January 12, I 999
RE: Monthly Progress and O&M Report -November 1998
Macon/Dockery NPL Site
Cordova, Richmond County
Dear Ms. Bennett:
The Superfund Section of the North Carolina Department of Environment and
Natural Resources (NC DENR) has received and reviewed the Monthly Progress
and O&M Report -November 1998 for the Macon/Dockery National Priority List
(NPL) Site. The Superfund Section offers the attached comments.
The Superfund Section of the NC DENR appreciates the opportunity to comment
on this document. If you have any questions or comments, please feel free to call
me at [phone], extension 349.
Attachment
Sincerely,
'?JtJ(;usi
David B. Mattison, CHMM
Environmental Engineer
NC Superfund Section
401 OBERLIN R0AC, SUITE 150, RALEIGH, NC 27605
PHONE 919•733-4996 FAX 919•715-3605 AN EQUAL OPPORTUNITY/ AFJ'IRMATIVE ACTION EMPLOYER· 50% RECYCLE0/10% POST-CONSUMER PAPER
,
•
•
•
Ms. Giezelle Bennett
January I 2, 1999
Page 2
MONTHLY PROGRESS AND O&M REPORT -NOVEMBER 1998
Results of Sampling and Testing and Other Data Received
I. The monthly average discharge rates for the Upper Dockery and the Upper/Lower Macon
groundwater remediation systems do not agree with the total monthly discharge and the
operational percentage provided for the groundwater remediation systems. Please correct
these oversights. It is suggested that the Monthly Progress and O&M Reports be revised
to include the date that the total flow reading is taken in order to accurately calculate the
flow rate.
Table 1 Groundwater Quality Summary -Upper Dockery
2. Table 1 indicates that the_ Upper Dockery influent sample collected on August 7, 1998
was not sampled for suspended solids content. However, laboratory documentation
included in the August 1998 Monthly Progress and O&M Report indicates that the Upper
Dockery influent sample contained no detectable concentrations of suspended solids at a
laboratory quantitation limit of 5.0 milligrams per liter (mg/I). Please clarify this
discrepancy.
Table 2 Groundwater Quality Summary -Lower Dockery
3. Table 2 indicates that the Lower Dockery groundwater remediation system influent
sample collected on November 4, 1998 contained no detectable concentrations of 1, 1-
dichloroethane (in excess of the 1 micrograms per liter (µg/1) laboratory detection limit).
However, the laboratory documentation included in this report indicates that the Lower
Dockery influent sample collected on November 4, 1998 contained 34 µg/11,1-
dichloroethane. Please clarify this discrepancy.
4. Table 2 indicates that the Lower Dockery groundwater remediation system influent
sample collected on November 4, 1998 contained no detectable concentrations of 1, 1-
dichloroethene (in excess of the 1 µg/1 laboratory detection limit). However, the
laboratory qocumentation included in this report indicates that the Lower Dockery
influent sample collected on November 4, 1998 contained 7.3 µg/11,1-dichloroethene.
Please clarify this discrepancy.
5. Table 2 indicates that the Lower Dockery groundwater remediation system influent
sample collected on November 4, 1998 contained no detectable concentrations of 1, 1, !-
trichloroethane (in excess of the 1 µgll laboratory detection limit). However, the
laboratory documentation included in this report indicates that the Lower Dockery
influent sample collected on November 4, 1998 contained 9.4 µg/11,1,1-trichloroethane.
Please clarify this discrepancy .
•
•
•
Ms. Giezelle Bennett
January I 2, 1999
Page 3
6. Table 2 indicates that the Lower Dockery groundwater remediation system influent
sample collected on November 4, 1998 contained no detectable concentrations of
trichlor~ethylene (in excess of the I µg/l laboratory detection limit). However, the
laboratory documentation included in this report indicates that the Lower Dockery
influent sample collected on November 4, l 998 contained l .9 µgll trichloroethylene.
Please clarify this discrepancy.
7. Table 2 indicates that the Lower Dockery groundwater remediation system effluent
sample collected on November 4, 1998 contained 34 µg/1 l, l-dichloroethane. However,
the laboratory documentation included in this report indicates that the Lower Dockery
effluent sample collected on November 4, 1998 contained no detectable concentrations of
I, 1-dichloroethane (in excess of the I µg/1 laboratory detection limit). Please clarify this
discrepancy.
8. Table 2 indicates that the Lower Dockery groundwater remediation system effluent
sample collected on November 4, 1998 contained 7 .3 µgll I, 1-dichloroethene. However,
the laboratory documentation included in this report indicates that the Lower Dockery
effluent s~ple collected on November 4, 1998 contained no detectable concentrations of
I, 1-dichl~roethene (in excess of the I µg/l laboratory detection limit). Please clarify this
discrepancy.
9. Table 2 in.dicates that the Lower Dockery groundwater remediation system effluent
sample collected on November 4, 1998 contained 9.4 µg/l l ,1,1-trichloroethane.
However, the laboratory documentation included in this report indicates that the Lower
Dockery effluent sample collected on November 4, 1998 contained no detec_table
concentrations of I, I, I-trichloroethane (in excess of the I µg/l laboratory detection limit).
Please clarify this discrepancy.
I 0. Table 2 indicates that the Lower Dockery groundwater remediation system effluent
sample collected on November 4, 1998 contained 1.9 µgll trichloroethylene. However,
the laboratory documentation included in this report indicates that the Lower Dockery
effluent sample collected on November 4, 1998 contained no detectable concentrations of
trichloroethylene (in excess of the 1 µg/1 laboratory detection limit). Please clarify this
discrepancy.
Table 2 indicates that the Lower Dockery groundwater remediation system effluent
sample collected on October 2, 1998 contained no detectable concentrations of
manganese '(in excess of the 5µg/l laboratory detection limit). However, the laboratory
documentation included in the October l 998 Monthly Progress and O&M Report
indicates that the Lower Dockery effluent sample collected on October 2, l 998 contained
140 µgll manganese. Please clarify this discrepancy .
I
•
•
•
Ms. Giezclle Bennett
January I 2, I 999
Page4
Table 5 Groundwater Quality Summary
12. Table 5 indicates that the duplicate groundwater sample (DUP I) collected from the
groundwater monitoring well MW-15 on February 5, 1998 contained 0.63 µg/1 mercury.
However, laboratory documentation included in the February 1998 Monthly Progress and
O&M Report indicates that the duplicate MW-15 groundwater sample contained 0.73
µg/1 mercury. Please clarify this discrepancy.
13. Table 5 indicates that the duplicate groundwater sample (DUP I) collected from the
groundwater monitoring well MW-15 on May 6, 1998 contained 0.6 µg/1 mercury.
However, laboratory documentation included in the May 1998 Monthly Progress and
O&M Report indicates that the MW-15 duplicate groundwater sample contained 0.63
µg/1 mer~ury. Please clarify this discrepancy.
I 4. Table 5 indicates that the groundwater sample collected from the groundwater monitoring
well MW-21 on November 3, 1998 contained 1.0 µg/1 tetrachloroethene. However,
laboratory documentation included in this report indicates that the MW-21 groundwater
sample contained no detectable concentrations of tetrachloroethene (in excess of the 1
µg/1 laboratory detection limit). Please clarify this discrepancy .
15. Table 5 indicates that. the groundwater sample collected from the groundwater monitoring
well MW-21 on November 3, I 998 contained 20 µg/1 zinc. However, laboratory
documentation included inthis report indicates that the MW-21 groundwater sample
contained no detectable concentrations of zinc (in excess of the 20 µg/l laboratory
detection limit). Please clarify this discrepancy.
Table 6 Air Quality Summary
16. Table 6 indicates that the air sample from the Upper/Lower Macon air stack was not
collected on November 4, 1998. Please provide justification for not collecting this air
sample and provide a schedule for completing this task.
Table 8 Summary of Mass VOC Removal Estimates
17. Table 8 indicates that the Upper/Lower Macon flow meter reading for May 1998 totaled
876,945 gallons. This information agrees with the data presented in Table 8 of the
Monthly Progress and O&M Report -May 1998 (May 1998 Report) and Table 8 of the
Annual Summary Status Report -June 1997 to June 1998. However, the section entitled,
Results of Sampling and Testing and Other Data Received, of the May 1998 Report
indicates that the Upper/Lower Macon system had a total discharge of 875,945 gallons for
May 1998. Please clarify this discrepancy .
, . '
•
•
•
Ms. Giezelle Bennett
January 12, 1999 '
Page 5
18. The average total volatile organic compound (VOC) concentrations given for the August
1998, September 1998 and October 1998 sampling events conducted at the Upper/Lower
Macon groundwater remediation system in Table 8 are incorrect. The error appears to be
that the Lower Macon remediation system contained 3.5 µg/1 trichloroethylene, not 35
µg/1 as ryported in Table 4 of the Monthly Progress and O&M Report -August 1998.
Please correct these oversights .
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WASTE MANAGEMENT
December 10, 1998
Ms. Giezelle Bennett
Remedial Project Manager
Superfund Branch
Waste Management Division
US EPA Region IV
61 Forsyth Street, 11th Floor
Atlanta, Georgia 30303
RE: Monthly Progress and O&M Report O October 1998
Macon/Dockery NPL Site
Cordova, Richmond County
Dear Ms. Bennett:
The Superfund Section of the North Carolina Department of Environment and Natural ' Resources (NC DENR) has received and reviewed the Monthly Progress and O&M
Report -October 1998 for the Macon/Dockery National Priority List (NPL) Site. The I Superfund Section offers the attached comments.
The Superfund Section of the NC DENR appreciates the opportunity to comment on
this document. If you have any questions or',coni.ments, please feel free to call me at
[phone], extension 349.
' I ~~ E~l C-H~-1
avid B. Mattison, CHMM
Environmental Engineer
NC Superfund Section
401 OBERLIN ROAO, SUITE 1 SO, RALEIGH, NC 2.7605
PHONE [phone] FAX 919·715-3605
AN EQUAL OPPORTUNITY/ AFFIRMATIVE ACTION EMPLOYER· 50% RECYCLED/I 0% POST-CONSUMER PAPER
Ms. Giezelle Bennett
December I 0, 1998
• Page2
•
•
MONTHLY PROGRESS AND O&M REPORT -SEPTEMBER 1998
Results of Sampling and Testing and Other Data Received
I. The monthly average discharge rates for the groundwater remediation systems do not
agree with the total monthly discharge and the operational percentage provided for the
groundwater remediation systems. Please correct these oversights. It is suggested that
the Monthly Progress and O&M Reports be revised to include the date that the total flow
reading is taken in order to accurately calculate the flow rate.
2. The fifth item in this section states that the Upper/Lower Macon groundwater remediation
system was operational 95% of October. However, the second item of the section
entitled, Problems and Delays, states that the Upper/Lower Macon groundwater
remediation system was operational 100% of October. Please clarify this discrepancy.
Table 2 Groundwater Quality Summary -Lower Dockery
3. Table 2 indicates that the Lower Dockery groundwater remediation system effluent
sample collected on October 2, I 998 contained no detectable concentrations of
manganese (in excess of the 5 micrograms per liter (µg/1) laboratory detection limit) .
However, the laboratory documentation included in the October I 998 Monthly Progress
and O&M Report indicates that the Lower Dockery effluent sample collected on October
2, I 998 contained 140 µg/1 manganese. Please clarify this discrepancy.
Table 5 Summary of Mass VOC Removal Estimates
4. Table 8 indicates that the Upper/Lower Macon flow meter reading for May 1998 totaled
876,945 gallons. This information agrees with the data presented in Table 8 of the
Monthly Progress and O&M Report -May 1998 (May 1998 Report) and Table 8 of the
Annual Summary Status Report -June 1997 to June I 998. However, the section entitled,
Results of Sampling and Testing and Other Data Received, of the May 1998 Report
indicates that the Upper/Lower Macon system had a total discharge of 875,945 gallons for
May I 998. Please clarify this discrepancy.
5. The average total volatile organic compound (VOC) concentrations given for the August
I 998, September 1998 and October 1998 sampling events conducted at the Upper/Lower
Macon groundwater remediation system in Table 8 are incorrect. The error appears to be
that the Lower Macon remediation system contained 3.5 µg/1 trichloroethylene, not 35
µgll as reported in Table 4 of the Monthly Progress and O&M Report -August 1998.
Please correct these oversights .
• Macon/Dockery Site
•
•
Richmond County, North Carolina
November 7, 1998
Ms. Giezelle S. Bennett
Remedial Project Manager
United States Environmental Protection Agency
Region 4
61 Forsyth Street, S.W.
Atlanta, Georgia 30303-3104
Reply to: Technical Committee
c/o David L. Jones
Ingersoll-Rand Company
p.E.CE.\VE.0 .
~O\J 1S 199S
s\l?E.Pf\)~O s1:.C1IO~
114 Spencer Road
Cassopolis, Michigan
Phone: [phone]
Fax: [phone]
Re: Macon/Dockery Site -Cordova, North Carolina
Monthly Progress and O & M Report -October 1998
Dear Ms. Bennett:
On behalf of the Macon/Dockery site Group ("Groµp") the October 1998 Monthly Progress and 0
& M Report is herewith submitted in accordance with SECTION XV -PROGRESS REPORTS of
the Unilateral Administrative Order (effective date -June 30, 1992) for the Macon/Dockery Site.
This report describes activities which occurred during the month of the October as part of the
Remedial Action phase of this project.
PROJECT TASKS INITIATED OR COMPLETED THROUGH OCTOBER 1998:
• Monthly effluent sampling of the remediation systems
• ContinuedO &'M of the systems
RESULTS OF SAMPLING AND TESTING AND OTHER DAT A RECEIVED:
• Laboratory results for October sampling of the remediation systems are included in this
progress report. Tables 1 to 4 summarize the effluent analytical results for the four
groundwater treatment systems. All effluent concentrations are below the Remediation
Performance Standard except for the manganese concentrations reported in the water
samples collected from the Lower Dockery and Macon Source system effluent ports.
According to the analytical report, the manganese concentrations for the Lower Dockery and
Macon Source system effluent samples were 140 micrograms per liter (ug/L) and 110 ug/L
respectively. The Remediation Performance Standard for manganese is 50 ug/L. All other
effluent concentrations were below the Reipediation Performance Standards.
•
•
•
Ms. Giezelle S. Bennett
November 9, 1998
Page No. 2
• Upper Dockery flow meter reading for October totaled 439,378 gallons. System was
operational I 00% of the time averaging I 0.90 gallons per minute (GPM). Mass volatile
organic compound (VOC) removal was 0.54 pounds for the month and the cumulative is
I 0.98 pounds for the project to date.
• Lower Dockery flow meter reading for October totaled 471,729 gallons. System was
operational 100% of the time averaging 11.70 gallons per minute (GPM). Mass volatile
organic compound (VOC) removal was 0.24 pounds for the month and the cumulative is
8.54 pounds for the project to date.
• Macon Source Area flow meter reading for October totaled 493,849 gallons. System was
operational 100% of the time averaging 12.25 gallons per minute (GPM). Mass volatile
organic compound (VOC) removal was 0.58 pounds for the month and the cumulative is
7.01 pounds for the project to date.
• Upper/Lower Macon flow meter reading for October totaled 718,543 gallons. System was
'7 -operational 95 % of the time averaging 17. 82 gallons per minute (GPM). Mass volatile
organic compound (VOC) removal was 0.23 pounds for the month and the cumulative is
4.62 pounds for the project to date.
TASKS PLANNED FOR NOVEMBER 1998:
• Quarterly sampling of the remediation systems influent and effluent
• Sampling of designated monitoring wells
• Air sampling of the remedial system offgas and at the property line
• Continue O&M of systems
PROBLEMS AND DELAYS;
• No problems or system shut downs were reported for the month of October and all systems
were operational 100% of the time:
•
•
•
Ms. Giezelle S. Bennett
November 9, 1998
Page No. 3
• Percent operational for each system: Upper Dockery
Lower Dockery
Upper Macon
Lower Macon
Macon Source Area
SVE System
Respectfully Submitted,
David Jones
Project Coordinator
cc: Macon/Dockery Site Group Members
Mike Profit, COM Federal Programs
David Mattison, NC Super Fund Section
100%
100%
100%
100%
100%
100%
•
Sample Date
Location
UD Effiunt 2/13/96
2/14/96
2/14/96
2/15/96 ·
2/16/96 '
2/17/96 •
2/22/96,
2/28/96,
3/8/96 ·
413/96 ,
5/3/96 ,
615/96 ,
711196 .
8/1/96 •
9/4/96 ,
I0/1/96.
1117196 ,
12/5/96 •
1/6/97,
2/5/97 ,
3/12/97 ,
4/8/97,
5/14/97,
6/6/97,
7nl97.
8n/97,
915197 ,
10ill97,
11/13/97 ,
12/5/97 ,
1/9/98 ·
2/5/98 •
3/5/98,
413/98 •
5n/98 ,
6/5/98,
7/9/98 ,
8n/98 •
9/10/98,
10/2/98,
Remediation Performance Standard
NA .. Nol Analyud
Nou:: • Aceu>nc confirmed by Method 8260
1,1 • Dichloroethanc
(ug/L)
<1.0
<1.0
<1.0
<1.0
<1.0
<l.O
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<L.O
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<l.O
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0.
3500
. . ·. ·•·-· --
• Table!
Groundwater Quality Summary
Upper Dockery
Macon/ Dockery Site
Richmond County, North Carolina
1, l -Dichlorocthcne Cis/trans-1,2-Dichloroethene Tetrachloroethene
(ug/L) (ug/L) (ug/L)
<1.0 <1.0 <1.0
<1.0 <1.0 <l.0
<1.0 <1.0 <l.0
<l.O <1.0 <1.0
<1.0 <1.0 <1.0
<l.O <1.0 <1.0
<1.0 <l.O <1.0
<1.0 <1.0 <LO
<l.O <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 <l.O <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<l.0 <1.0 <1.0
1.5 <1.0 <1.0
<1.0 <1.0 <1.0
<l.0 <l.O <1.0
<l~0 <1.0 <1.0
<1.0 <l.O <1.0
<1.0 <1.0 <l.0
<1.0 <1.0 <1.0
<1.0 <1.0 <l.O
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<l.O <l.O <1.0
<1.0 <LO <l.O
<1.0 <1.0 <1.0
<1.0 <1.0 .<l.O
<1.0 <1.0 <1.0
<l.O <1.0 <1.0
<1.0 <1.0 <1.0
25 <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
7 70
•
I, I, I-Trichloroethane Trichloroethylene
(ug/L) (ug/L)
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<LO <l.0
<1.0 <1.0
<1.0 <LO
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<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 <l.0
<1.0 <l.O
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<LO <1.0
<1.0 <1.0
<1.0 <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 <LO
<1.0 <1.0
5.5 <1.0
<l.O <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 ·• <1.0 -
200 2.8
.................... _ ... _ ... ._ .. , ... ~--·-·· .
•
Sample Date
Location
UD Efluenl 2/13/96 ,
2/14/96 '
2/14/96 ,
2/15/96 •
2/16/96 ·
2/17/96 ,
2122/96 .
2/28/96 .
3/8/96 ·
4/3/96 ·
5/3/96 •
6/5/96,
7/1/96 ,
8/1/96 ,
9/4/96 ,
I 0/1/96 ,
11/7/96 ,
12/5/96 •
1/6/97 •
2/5/97 •
3/12/97 •
4/8/97 ,
5/14/97 ,
6/6/97 I
7/2/97 '
8/7/97 •
9/5/97 '
10/2197 ,
11/13/97 ,
12/5/97 .
1/9/98
2/5/98 '
3/5/98 •
4/3/98 ,
5/7/98 ,
6/5/98 ,
7/9/98 ,
8/7/98 •
9/10/98 ·
10/2/98
Remediation Performance Standard
NA• Not Analyzed
Note; • Acdonc confirmed by Method &260
Toluene Total Xylenes
(ug/L) (ug/L)
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
3.9 <3.0
<l.O <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<LO <3.0
<1.0 <3.0
<1.0 <3.0
<l.O <3.0
<1.0 <3.0
<1.0 <3.0
<l.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<LO <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<l.O <3.0
<LO <3.0
<1.0 <3.0
<1.0. <3.0 •
1000 400
• Table I (Continued)
Groundwater Quality Summary
Upper Dockery
Macon/Dockery Site
Richmond County, North Carolina
Acetone Chromium Barium Manganese
(ug/L) (ug/L) (ug/L) (ug/L)
70' 16 71 40
35' 15 53 14
<IO II 56 12
<IO 12 53 14
<IO <IO 53 II
<IO II 55 12
<IO <IO <50 8.3
<IO 13 <50 9.6
25 <IO <50 6.9
28 II 50 <5.0
52 <IO <50 <5.0
<IO <IO <50 <5.0
<IO <IO <50 <S.O
20 14 51 7
<IO <IO 55 <5.0
<IO <IO <50 5.9
<IO 15 59 <5.0
<IO 12 54 5.1
<to 13 54 <5.0
<IO 15 61 5.9
<IO <IO 69 <5.0 ·
<IO <IO 63 <5.0
<IO <IO 60 7.2
<IO <IO 52 <5.0
<IO <IO 55 <5.0
<IO <IO <50 <5.0
<IO <IO 110 5.2
<IO <IO 50.1 <5.0
<IO 12.I 67.9 18.6
<IO <IO <50 <5.0
<IO II <50 <5.0
<IO <IO <50 <5.0
<IO <IO <200 <15
<IO <IO <200 5.2
<IO IO <50 <S.0
<IO <IO 57 <5.0
<IO <IO 51 <S.O
<IO 13 53 <S.O
<IO II 58 <S.0
<25· <10 · 54 • <IO•
3500 50 1000 50
•
Zinc Lead Suspended Solids
(ug/L) (ug/L) (mg/L)
22 <3.0 14
<20 <3.0 II
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 IO
<20 <3.0 <5.0
<20 <3.0 5
<20 <3.0 <5.0
<20 <3.0 <S.O
<20 <3.0 <5.0
<20 <3.0 8
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
24.8 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.o
<20 <3.0 <5.0
<20 <3.0 <S.O
<20 <3.0 <S.O
<20 <3.0 <5.0
<20 <3.0 <S.0
<20 <3.0 <5.0
<20-<3.0-<S.0 .
5000 15
•
Sample Date Chloroform
Location (ug/L)
LD Effluent 2113/96, <1.0
2114/96, <1.0
2114/96' <1.0
2/15/96 • <1.0
2116/96• <1.0
2/22/96 • <1.0
2128/96' <1.0
3/8/96 • <1.0
4/3/96 · <1.0
5/3/96 · <1.0
8/1/96 • <1.0
9/4/96 • <1.0
10/1/96 · <1.0
11/7/96· <1.0
1215/96 · <1.0
1/6/97 · <1.0
3/12197 , <1.0
4/8/97 • <1.0
5/14/97 • <1.0
6/6/97, <1.0
7/2197 , <1.0
8/7/97, <1.0
9/5/97 • <1.0
10/2/97, <1.0
11/13/97, <1.0
12/5/97, <1.0
1/9/98 • <1.0
215/98' <1.0
3/5/98 • <1.0
4/3/98, <1.0
517198 • <1.0
6/5/98 • <1.0
7/9/98 • <1.0
8/7/98 • <1.0
9/10/98 · <1.0
10/2/98 • <1.0
Remed1at1on Performance Standard
•
Table 2
Groundwater Quality Summary
Lower Dockery
Macon/ Dockery Site
Richmond County, North Carolina
I, 1 -Dichloroethane I, I -Dichloroethene Cis/trans-1,2-Dichloroethene
(ug/L) (ug/L) (ug/L)
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
17 3.2 <1.0
<1.0 <1.0 <1.0
it<I.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.
3500 7 70
•
Methylene chloride l, 1, 1-Trichloroethane
(ug/L) (ug/L)
<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 <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 <1.0
<2.0 <1.0
<2.0 <1.0
<2.0 <1.0
<2.0 5.5
<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.
5 200
•
Sample Date Trichloroethylene Benzene
Location (ug/L) (ug/L)
LD Effluent 2/13/96 • <1.0 <1.0
2/14/96 • <1.0 <1.0
2/14/96 • <1.0 <1.0
2/15/96' <1.0 <1.0
2/16/96 • <1.0 <1.0
2/22/96 • <1.0 <1.0
2/28/96 • <1.0 <1.0
3/8/96 • <1.0 <1.0
4/3/96 • <1.0 <1.0
5/3/96' <1.0 <1.0
8/1/96 ' <1.0 <1.0
9/4/96 • <1.0 <1.0
10/1/96 • <1.0 <1.0
11/7/96 • <1.0 <1.0
12/5/96, <1.0 <1.0
1/6/97 • <1.0 <1.0
3/12/97, <1.0 <1.0
4/8/97, <1.0 <1.0
5/14/97, <1.0 <1,0
6/6/97, <1.0 <1.0
7/2/97. <1.0 <1.0
8/7/97 • <1.0 <1.0
9/5197 • <1.0 <1.0
10/2/97 · <1.0 <1.0
11/13/97 • <1.0 <1.0
12/5/97 · <1.0 <1.0
1/9/98 . <1.0 <1.0
2/5/98 · . <1.0 <1.0
315198 • <1.0 <1.0
4/3/98 ' <1.0 <1.0
5/7/98 • <1.0 <1.0
6/5/98 • <1.0 <1.0
7/9/98 • <1.0 <1.0
8/7/98 • <1.0 <1.0
9/10/98• <1.0 <1.0
10/2/98 • <1.0. <1.0.
Remediation Performance Standard 2.8
• TABLE 2 (Continued)
Groundwater Quality Summary
Lower Dockery
Macon/ Dockery Site
Richmond County, North Carolina
Toluene Total Xylenes Chromium
(ug/L) (ug/L) (ug/L)
<1.0 <3.0 <IO
<1.0 <3.0 <IO
<1.0 <3.0 <IO
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <IO
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <IO
<1.0 <3.0 <IO
<1.0 <3.0 <10
<1.0 <3.0 <IO
3.4 <3.0 <10
<1.0 <3.0 <IO
<1.0 <3.0 <IO
<1.0 <3.0 <IO
<1.0 <3.0 <IO
<1.0 <3.0 <IO
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <IO
<1.0 <3.0 <IO
<1.0 <3.0 <IO
<1.0 <3.0 <IO
<1.0 <3.0 <IO
<1.0 <3.0 <10
<1.0 <3.0 <IO
<1.0 <3.0 <IO
<1.0 <3.0 <IO
<1.0 <3.0 <IO
<1.0 <3.0 <IO
<1.0 <3.0 <IO
<1.0 <3.0 <IO
<1.0 <3.0 <IO
<1.0. <3.0 . <IO •
1000 400 50
•
Barium Manganese Zinc Cadmium Suspended Solids
(ug/L) (ug/L) (ug/L) (ug/L) (mg/L)
<50 <5.0 <20 <0.30 <5.0
<50 <5.0 <20 <0.30 <5.0
<50 <5.0 <20 <0.30 11
<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 11 <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 ~~ <20 <0.30 <5.0
17 • 0 <20-<0.30 • <5.0
1000 50 5000 5
Sample Date
Location
UMSA Effluent 2/13/96 '
2/14/96 ,
2/14/96 ,
2/15/96 '
2/16/96 '
2/17/96 '
2/22/96 •
2/28/96 ,
3/8/96 '
413/96 ,
5/3/96 •
615196 •
7/1/96 '
7/JQ/96 I
9/4/96 •
10/1/96 •
} tn/96 I
12/5/96 ,
1/6/97 ,
2/4/97 ,
3/12/97 ,
4/8/97 •
5/12/97 •
6/6/97 ,
1f2191 ,
snI91,
915191 •
10/2197 •
11/13/97 ,
12/5/97 ,
l/9/98 ,
2/5/98 •
3/5/98 ,
4/3/98 •
5nl98 •
6/5/98 •
7/9/98 •
sn/98 ,
9/10/98 ,
10nI9s ,
Remediation Performanco Standard
Note: NA• Not Analyzed
DUP • duplieato
Chloroform 1, I -Dichloroethanc
(ug/L) (ug/L)
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<t.o <1.0
<1.0 <1.0
<l.O <1.0
<LO <1.0
<l.O <1.0
<1.0 <1.0
<LO <1.0
<LO <LO
<1.0 <1.0
<l.O <1.0
<l.0 <1.0
<LO <1.0
<l.O <l.0
<l.O <1.0
<1.0 <1.0
<l.0 <LO
<l.O <1.0
<l.0 <I.0
<1.0 <1.0
<1.0 <LO
<1.0 <1.0
<1.0 <1.0
<l.O <1.0
<LO <LO
<l.O <1.0
<1.0 <1.0
<1.0 <1.0
<LO <1.0
<LO <LO
<1.0 <1.0
<1.0 <l.O
<1.0 <1.0
<LO <1.0
<LO <l.O
<LO <1.0
<LO~ <LO.
3500
•
Table 3
Groundwater Quality Summary
Upper Macon Source Area
Macon/ Dockery Site
Richmond County North Carolina
1,1 -Dichloroethene Cis/tran.s-1,2-Dichloroethenc T drachloroethenc
(ug/L) (ug/L) (ug/L)
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<LO <l.0 <LO
<1.0 <1.0 <l.O
<1.0 <LO <1.0
<1.0 <1.0 <1.0
<1.0 <l.O <1.0
<1.0 <LO <1.0
<l.0 <1.0 <1.0
<1.0 <1.0 <LO
<1.0 <1.0 <1.0
<1.0 <LO <1.0
<l.0 <LO <1.0
<1.0 <1.0 <l.O
<l.O <LO <1.0
<1.0 <1.0 <1.0
<l.0 <1.0 <l.O
<1.0 <LO <1.0
<1.0 <I.0 <1.0
<I.O <1.0 <1.0
<1.0 <l.O <LO
<1.0 <1.0 <1.0
<LO <1.0 <1.0
<LO <1.0 <LO
<LO <1.0 <LO
<LO <1.0 <1.0
<1.0 <1.0 <LO
<LO <1.0 <LO
<1.0 <1.0 <1.0
<1.0 <LO <1.0
<1.0 <LO <1.0
<1.0 <1.0 <LO
<LO <1.0 <1.0
<1.0 <l.O <1.0
<1.0 <LO <1.0
<LO <LO <1.0
<l.O <LO <LO
<1.0 <1.0 <1.0
<l.O <LO <1.0
<1.0 .. <1.0 <1.0 .
7 70
•
1, l, 1-T richloroeth.anc Trichloroethylenc
(ug/L) (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
<I.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <t.O
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<LO <l.O
<1.0 <1.0
<LO <LO
<1.0 <l.O
<l.O <1.0
<l.O <LO
<1.0 <LO
<1.0 <1.0
<l.O <1.0
<LO <1.0
<1.0 <l.O
<LO <I.O
<l.O <LO
<1.0 <1.0
<1.0 <t.O
<1.0 <1.0
<LO <1.0
<1.0 <1.0
<1.0 <l.0
<1.0 <LO
<1.0 . <1.0 ~
200 2,8
•
Sample Date
Location
UMl!A ))-t 2/l3/ll6,
2/14/96 •
2114/96 •
2/15/96 I
2116/96 •
2117/96,
2122/96 •
2/28/96 •
3/8/96 •
4/3/96 ,
5/3/96 •
6/5/96 ,
7/1/96 •
7/30/96,
9/4/96 ,
10/1/96 •
Iln/96,
12/5/96 •
1/6/97 ,
214197 •
3/12/97 ,
4/8/97 •
5/12/97 •
6/6/97 ,
7n/97,
8ni97 •
9/5/97 I
10/2/97 ,
I 1/13/97,
12/5/97,
1/9/98 •
215/98 '
3/5/98 ,
4/3/98 ,
5nl98 ,
6/5/98 •
7/9/98 ,
Bn/98 •
9/10/98 •
IOn/98 •
Rc.mediatum Perlommneo Standard
Noto: NA .. Not Aruilr=f
DUP . duplicate
Vmyl chloride Benzene Toluene
(ug/L} (ug!L) (ug/L)
<LO <l.O <LO
<LO <t.0 <1.0
<1.0 <1.0 <LO
<l.O <1.0 <1.0
<LO <1.0 <1.0
<t.O <1.0 <LO
<1.0 <1.0 <LO
<1.0 <1.0 <1.0
<t.O <1.0 <LO
<I.O <1.0 <t.O
<LO <1.0 <1.0
<LO <1.0 2.9
<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 <LO
<1.0 <t.0 <1.0
<LO <l.O <LO
<LO <LO <l.O
<1.0 <1.0 <LO
<1.0 <LO <1.0
<1.0 <1.0 <LO
<1.0 <LO <1.0
<1.0 <1.0 <LO
<1.0 <1.0 <1.0
<I.O <1.0 <1.0
<1.0 <LO <1.0
<I.O <1.0 <1.0
<LO <1.0 <LO
<1.0 <1.0 <1.0
<t.O <LO <LO
<1.0 <1.0 <l.O
<1.0 <LO <LO
<1.0 <LO <LO
<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 ,
1000
•
Table 3 (Continued)
Groundwater Quality Swnmruy
Upper Macon Source Area
Macon/Dockeiy Site
Richmond County North Carolina ' Chromium Barium Manganese
(ug!L) (ug/L) (ug/L}
16 150 330
<IO I IO 190
<IO 110 160
<IO 100 140
<IO 130 170
<IO 120 120
<IO 120 70
<IO 130 51
<IO 120 37
<10 110 27
<IO 120 26
<10 130 22
12 110 14
<IO 200 I IO
II 170 68
<IO 130 13
<IO 140 13
<IO 170 17
<IO 200 46
<IO 160 29
<IO 130 30
<IO 200 30
12 210 95
<IO 240 74
<10 180 41
11 230 250
<IO 130 27
<IO 185 31.5
<IO 129 84.2
<IO 150 160
<IO 180 33
<IO 200 20
II 210 160
<10 <200 64
<IO 210 310
<10 160 46
<10 240 110
<10 190 37
<IO 200 56
<10 1 190• 110.
50 1000 50
•
Zinc Cadmium Lead Mercury Suspended Solids
(ug/L) (ug/L) (ug/L) (ug!L) (mg/L)
74 <0.30 4.2 <.2 57
20 <0.30 <3.0 <.2 <5.0
<20 <0.30 <3.0 <.2 <5.0
<20 <0.30 <3.0 <.2 <5.0
<20 <0.30 <3.0 0.26 18
<20 <0.30 <3.0 <.2 <5.0
<20 <0.30 <3.0 <.2 <5.0
<20 <0.30 <3.0 <.2 <5.0
<20 <0.30 <3.0 <.2 <5.0
<20 <0.30 <3.0 <.2 5
<20 <0.30 <3.0 <.2 <5.0
<20 <0.30 <3.0 <.2 6
<20 <0.30 <3,0 NA <5.0
41 <0.30 9.2 NA 23
26 <0.30 66 NA 16
<20 0.47 <3.0 NA 24
<20 <0.30 <3.0 NA 26
<20 <0.30 <3.0 <0.20 5
25 <0.30 3.5 NA 120
<20 <0.30 <3.0 NA 8
<20 <0.30 <3.0 NA <5.0
<20 <0.30 <3.0 NA 7
35 <0.30 <3.0 NA 100
<20 <0.30 <3.0 NA <5.0
<20 <0.30 <3.0 NA <5.0
40 <0.30 4,8 NA NA
<20 <0.30 <3.0 NA 22
<20 <0.30 <3.0 NA 11
<20 <I <3,0 NA 8
26 <0.30 6.5 NA <5.0
<20 <0.30 <3.0 NA <5.0
<20 <0.30 <3.0 NA 6
25 <0.30 4.1 NA <5.0
<20 <0.30 <3.0 NA <5.0
29 <0.30 5 NA 13
<20 <0.30 <3.0 NA <5.0
<20 <0.30 <3.0 NA <5.0
<20 <0.30 <3,0 NA <5.0
<20 <0.30 <3.0 NA 33
<20, <0.30 • <3.0. NA· 12 •
5000 5 15 I.I
•
Sample D,t<
Location
U/L Effiuenl 1121/96 •
2112196 ,
2fl2196 ·
'1113/96 ,
2/24/96 ,
2/25/96 •
2118196 •
]/8/96 ,
3116/96 •
4/3/96 •
5/3/96 •
6/5/96 I
7/l/96 •
7/30/96 I
9/4/96 ,
IQ/)/96 I
11/7/96 1
12/5/96,
116/97,
214191 •
3/12/97'
4/8/97 I
5/12/97 •
616/91 •
7/2/97 •
1fl5/91 ,
8/7/97 ,
9/5191 ,
)0/2/97 I
11/13/97,
1215/97 •
1/9/98 •
2/5/98 I
3/5/98 ,
4/3/98 •
sn/98 ,
615198 •
7/9/98 ,
8nt98 •
9/10/98 •
10/2198.
Rcmed1auon Perfonnancc Standard
Note: 7/lS/97 Sampled for Manganes<: only.
DUP • duplicate
NA • Not Analyzed
NS -Not Sampled
Chloroform I, I -Dichlorocthanc
(ug/L) (ug/L)
<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 1.8
<1.0 <1.0
<1.0 <1.0
<1.0 <LO
<1.0 <LO
<1.0 <LO
<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 <LO
<LO 2.4
NA NA
<1.0 <1.0
<1.0 <1.0
<1.0 <LO
<1.0 <1.0
<1.0 <LO
<1.0 <l.O
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<LO <1.0
<1.0 <1.0
<LO <1.0
<LO ,., <1.0 ,
3'00
• Table 4
Groundwater Quality Summary
Upper/Lower Macon System
Macon/ Dockery Site
Richmond County North Carolina
l, I • Dichlorocthcnc Cis/trans-1,2-Dichlorocthcnc Methylene chloride
(ug/L) (ug/L) (ug/L)
<LO <1.0 <2.0
1.8 <1.0 16
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 1.6 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<LO <l.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<l.O <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 1.8 <2.0
NA NA NA
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<l.O <1.0 <2.0
<LO <1.0 <2.0
<1.0 <l.O <2.0
<1.0 .<1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <LO <2.0
<1.0 <LO <2.0
<1.0 ~ <1.0, <2.0
7 70 5
•
Tctrachlorocthcnc I, t, 1-Trichlorocthanc
(ug/L) (ug/L)
<1.0 <1.0
<l.0 <l.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<LO <LO
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
NA NA
<1.0 <1.0
<1.0 <LO
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<LO "<1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
200
•
Sample Date
Location
U/L Effluent 2/21/96 •
2n2196 •
2/22/96 ,
2/2)/96 I
2/24/96 •
IDS/96 •
2/28/96 ,
3/8/96 ,
3/16/96 •
4/3/96 •
S/3196 ,
6/5/96 •
7/1/96 •
7/30/96 ,
9/4/96 •
I0/1/96 •
lln/96,
1215/96 ,
1/6/97 •
2/4/97 •
3/12197,
4/8/97 ,
5/)2/97 •
6/6/97 ,
7/2197 ,
1n5191 ,
8nl97 ,
915/97 ,
10/2197 •
11/13/97 I
12/5/97 ,
1/9/98 ,
2/5/98 •
3/5/98 ,
4/3/98, ,n/98•
6/5/98 '
7/9/98 ,
Bn/98 ,
9/10/98 '
10/2/98 •
Remcd1a11on Performance Standard
Note; 1!1S/91 Sampled Cot ManpnCK only.
OUP • duplia1e
NA .. Not Analyzed
NS .. Not Sampled
•
Trichlorocthylcnc Toluene Chromium
(ug/L) (ug/L) (,g/L)
<1.0 <1.0 <10
<1.0 <LO 130
<1.0 <1.0 <10
<1.0 <1.0 <10
<1.0 <1.0 <10
<1.0 <1.0 <10
<1.0 <LO <JO
<1.0 <1.0 <10
<1.0 <1.0 <10
1.9 <1.0 <10
<1.0 <1.0 <10
<1.0 2.1 <10
<LO <1.0 <10
<1.0 <LO <10
<1.0 <1.0 <10
<1.0 <1.0 <10
<LO <1.0 <10
<LO <1.0 <10
<1.0 <1.0 <10
<1.0 <1.0 <10
<1.0 <1.0 <10
<LO <LO <10
<1.0 <1.0 <10
<1.0 <1.0 <10
<1.0 <1.0 <10
NA NA NA
<1.0 <1.0 <10
<1.0 <1.0 <10
<1.0 <1.0 <10
<1.0 <1.0 <10
<1.0 <1.0 <10
<1.0 <1.0 <10
<1.0 <1.0 <10
<1.0 <1.0 <10
<1.0 <1.0 <10 .
<1.0 <1.0 <10
<1.0 <1.0 <JO
<1.0 <1.0 <10
<LO <1.0 <10
<1.0 <1.0 <10
<1.0. <1.0. <10 •
2.8 1000 ,o
Table 4 (Continued)
Groundwater Quality Summary
Upper/Lower Macon System
Macon/Dockery Site
Richmond County, North Carolina
Barium Manganese Zinc
(,g/L) (,g/L) (,g/L)
,9 100 98
70 120 120
72 120 120
80 140 130
83 1,0 1,0
90 160 170
<,o 32 S9
<,o 39 ,6
<SO 31 SI
<SO 44 S4
31 10 21
<SO 1., <20
<SO <S.O <20
<SO <5.0 <20
<SO <S.O <20
<SO <S.O <20
<SO <5.0 <20
<SO <5.0 <20
<SO <S.O <20
39 <5.0 <20
<SO <5.0 <20
<SO <S.O <20
<SO <5.0 <20
<SO <5.0 <20
<SO 79 <20
NA 36 NA
<SO S.4 <20
<SO <5.0 <20
<SO 6.3 <20
<SO <5.0 <20
<,o <5.0 <20
<,o <5.0 <20
,6 <5.0 <20
<200 <IS <20
<200 <5.0 <20
<,o <5.0 <20
<50 <5.0 <20
<,o <5.0 <20
<,o 9.2 <20
<,o 6.7 <20
31, <10 • <20 .
1000 so sooo
•
Load Suspended Solids
(ug/L) (mg/L)
4 <5.0
S.2 <S.O
S.7 <5.0
4.9 <5.0
3.7 <5.0
3.6 <S.O
<3.0 8
<3.0 <5.0
<3.0 <S.O
3.6 10
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <S.O
<3.0 24
<3.0 <5.0
<3.0 <S.O
<3.0 <5.0
<3.0 8
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
NA NA
3.1 NS
<3.0 <5.0
<3.0 2S
<3.0 <'
<3.0 <5
<3.0 <S
<3.0 <S
<3.0 <5.0
<3.0 <5.0
<3.0 NA
. <3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 . <5.0·
IS
TABLE 5 • SUMMARY OF MASS voe REMOVAL ESTIMATES ' MACON/DOCKERY SITE
I RICHMOND COUNTY, NORTH CAROLINA I PAGE 1 OF4
Average Total
Monthly Flow voe Pounds of voe Cumulative voes
System Month Volume Concentration Removed For Month Removed
(gallons) (ug/L) (Pounds) (Pounds)
Upper Dockery Mar-96 400,155 196 0.65 0.65
Apr-96 286,151 210 0.50 1.15
May-96 66,826 177 0.10 1.25
Jun-96 97,350 120 0.10 1.35
Jul-96 163,426 108 0.15 1.49
Aug-96 218,330 284 0.52 2.01
Sep-96 149,420 284 0.35 2.36
Oct-96 140,191 284 0.33 2.70
Nov-96 438,013 294 1.07 3.77
Dec-96 . 161,903 294 0.40 4.17
Jan-97 294,071 294 0.72 4.89
Feb-97 267,596 131 0.29 5.18
Mar-97 250,068 131 0.27 5.45
Apr-97 276,556 131 0.30 5.75
May-97 289,938 76 0.18 5.94
Jun-97 135,575 76 0.09 6.02
Jul-97 99,896 76 0.06 6.08
Aug-97 70,967 54 0.03 6.12
Sep-97 56,256 54 0.03 6.14
Oct-97 277,505 54 0.12 6.27
Nov-97 143,168 108 0.13 6.40
Dec-97 78,332 108 0.07 6.47
Jan-98 103,968 108 0.09 6.56
Feb-98 296,588 99.3 0.25 6.81
Mar-98 326,525 99.3 0.27 7.08
Apr-98 419,475 99.3 0.35 7.42
May-98 440,446 244.0 0.90 8.32
Jun-98 200,192 244.0 0.41 8.73
Jul-98 337,048 244.0 0.69 9.41
Aug-98 432,719 146.4 0.53 9.94
Sep-98 411,677 146.4 0.50 10.44
Oct-98 439,378 146.4 0.54 10.98
•
'
•
System Month
Lower Dockery Mar-96
Apr-96
May-96
Jun-96
Jul-96
Aug-96
Sep-96
Oct-96
Nov-96
Dec-96
Jan-97
Feb-97
Mar-97
Apr-97
May-97
Jun-97
Jul-97
Aug-97
Sep-97
Oct-97
Nov-97
Dec-97
Jan-98
Feb-98
Mar-98
Apr-98
May-98
Jun-98
Jul-98
Aug-98
Sep-98
Oct-98
•
TABLE 5
SUMMARY OF MASS voe REMOVAL ESTIMATES
MACON/DOCKERY SITE ' RICHMOND COUNTY, NORTH CAROLINA I PAGE2 OF4
Average Total
Monthly Flow voe Pounds of voe
Volume Concentration Removed For Month
(gallons) (ug/L) (Pounds)
328,448 200 0.55
191,090 150 0.24
245,715 148 0.30
8,619 152 0.01
151,827 152 0.19
126,232 170 0.18
63,833 170 0.09
460,379 170 0.65
183,210 140.8 0.22
137,594 140.8 0.16
286,202 140.8 0.34
90,912 140.8 0.11
277,823 110 0.25
180,560 110 0.17
684,855 116 0.66
501,987 116 0.49
581,027 116 0.56
414,199 84 · 0.29
481,049 84 0.34
457,604 84 0.32
308,483 62 0.16
272,079 62 0.14
786,548 62 0.41
123,013 57.9 0.06
287,027 57.9 0.14
452,535 57.9 0.22
141,936 56.8 0.07
453,014 56.8 0.21
504,860 56.8 0.24
453,131 62.2 0.23
591,481 62.2 0.31
471,729 62.2 0.24
Cumulative voes
Removed
(Pounds)
0.55
0.79
1.09
1.10
1.29
1.47
1.56
2.22
2.43
2.59
2.93
3.04
3.29
3.46
4.12
4.61
5.17
5.46
5.80
6.12
6.27
6.41
6.82
6.88
7.02
7.24
7.31
7.52
7.76
7.99
8.30
8.54
/
•
TABLES
SUMMARY OF MASS voe REMOVAL ESTIMATES
I MACON/DOCKERY SITE
' RICHMOND COUNTY, NORTH CAROLINA I PAGE3OF4
Average Total
Monthly Flow voe Pounds of voe Cumulative voes
System Month Volume Concentration Removed For Month Removed
(gallons) (ug/L) (Pounds) (Pounds)
Macon Source Area Mar-96 426,083 55 0.20 0.2
Apr-96 364,772 61 o:18 0.38
May-96 257,720 41 0.09 0.47
Jun-96 114,048 60 0.06 0.53
Jul-96 202,477 43 0.07 0.60
Aug-96 207,503 . 61 0.11 0.71
Sep-96 209,649 61 0.11 0.82
Oct-96 101,512 61 0.05 0.87
Nov-96 116,354 42.6 0.04 0.91 I
Dec-96 137,045 42.6 0.05 0.96 i
Jan-97 146,036 42.6 0.05 1.01 i
Feb-97 215,730 63.9 0.11 1.12
Mar-97 223,222 63.9 0.12 1.24
Apr-97 253,167 63.9 0.13 1.38
May-97 223,177 82 0.15 1.53
Jun-97 234,669 82 0.16 1.69
Jul-97 117,736 82 0.08 1.77
Aug-97 50,248 124.9 0.05 1.82
Sep-97 36,264 124.9 0.04 1.86
Oct-97 70,207 124.9 0.07 1.93
Nov-97 102,326 122.5 0.10 2.04
Dec-97 114,452 122.5 0.12 2.15
Jan-98 178,387 122.5 0.18 2.34
Feb-98 178,387 201.6 0.30 2.64
Mar-98 145,526 201.6 0.24 2.88
Apr-98 600,075 201.6 1.01 3.89
May-98 410,905 139.6 0.48 4.37
Jun-98 431,360 139.6 0.50 4.87
Jul-98 329,835 139.6 0.38 5.25
Aug-98 473,093 142 0.56 5.81
Sep-98 513,868 142 0.61 6.42
Oct-98 493,849 142 0.58 7.01 •
•
System Month
U/L Macon Mar-96
Apr-96
May-96
Jun-96
Jul-96
Aug-96
Sep-96
Oct-96
Nov-96
Dec-96
Jan-97
Feb-97
Mar-97
Apr-97
May-97
Jun-97
Jul-97
Aug-97
Sep-97
Oct-97
Nov-97
Dec-97
Jan-98
Feb-98
Mar-98
Apr-98
May-98
Jun-98
Jul-98
Aug-98
Sep-98
Oct-98
•
TABLE 5
SUMMARY OFi MASS voe REMOVAL ESTIMATES
MACON/DOCKERY SITE ' RICHMOND COUNTY, NORTH CAROLINA I PAGE4OF4
Average Total
Monthly Flow voe Pounds of voe
Volume Concentration Removed For Month
(gallons) (ug/L) (Pounds)
375,318 24 0.07
709,726 24 0.14
482,220 23 0.09
48,305 31 0.01
759,920 22 0.14
638,400 31 0.17
302,505 31 0.08
640,760 31 0.17
871,155 25.3 0.18
725,549 25.3 0.15
596,131 25.3 0.13
795,239 24.4 0.16
939,710 24.4 0.19
918,080 24.4 0.19
999,040 24 0.20
605,792 24 0.12
223,859 24 0.05
911,679 23 0.18
917,631 23 0.18
821,135 23 0.16
140,796 16 0.02
844,299 16 0.11
531,692 16 0.07
1,051,002 22.9 0.20
932,266 22.9 0.18
662,272 22.9 0.13
8161945-'-. 22.3 0.16 -· 448,056 22.3 0.08
776,195 22.3 0.14
857,122 =:~z•. ,-0.27
821,424 0.26
718,543 3.8:-3 0.23
Cumulative voes
Removed
(Pounds)
0.07
0.21
0.31
0.32
0.46
0.62
0.70
0.87
1.05
1.20
1.33
1.49
1.68
1.87
2.07
2.19
2.24
2.42
2.59
2.75
2.77
2.89
2.96
3.16
3.34
3.46
3.62
3.71
3.85
4.13
4.39
4.62
I SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.I
5102 LaRoche Avenue • Savannah, GA 31404 • [phone] • Fax [phone] •
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO: S8-86048
Received: 05 OCT 98
Reported: 14 OCT 98
Project: Macon/Dockery 109564-04
Sampled By: Client
Code: 114381015
LOG NO ~~~~~-~~~~~~~=~~~-:-~~~~~~i~~~~~~---------------DATE/
TIME SAMPLED
Page 1
86048-1
86048-2
86048-3
86048-4
Lower Dockery Eff
Upper Dockery Eff
Macon Source Eff
Macon Pad Eff
PARAMETER
Purgeable Halocarbons (8010)
Chloroform, ug/1
•
1,1-Dichloroethane, ug/1
1,1-Dichloroethene, ug/1
Cis/Trans-1,2-Dichloroethene, ug/1
•
Methylene chloride (Dichloromethane), ug/1
Tetrachloroethene, ug/1
1,1,1-Trichloroethane, ug/1
Trichloroethylene, ug/1
Vinyl chloride, ug/1
Surrogate -Bromochloromethane
Date Analyzed
Dilution factor
Batch ID
86048-1
<1.0
<1.0
<1.0
<1.0
<2.0
<1.0
<1.0
<1.0
<1.0
82 %'
10.06.98
1. 0
1B1006
86048-2
<1.0
<1.0
<1.0
<1.0
<2.0
<1.0
<1.0
<1.0
<1.0
86 %'
10.06.98
1.0
1B1006
10-02-98/1355
10-02-98/1115
10-02-98/1025
10-02-98/0930
86048-3
<1.0
<1.0
<1.0
<1.0
<2.0
<1.0
<1.0
<1.0
<1.0
76 %'
10.06.98
1.0
181006
86048-4
<1.0
<1.0
<1.0
<1.0
<2.0
<1.0
<1.0
<1.0
<1.0
76 %
10.06.98
1.0
1B1006
I SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC. l
5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone] •
Mr. Steve Irrninger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
I LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES
86048-1
86048-2
86048-3
86048-4
Lower Dockery Eff
Upper Dockery Eff
Macon Source Eff
Macon Pad Eff
PARAMETER
Purgeable Aromatics (8020)
Benzene, ug/1
•
Toluene, ug/1
Total Xylenes, ug/1
Acetone, ug/1
Surrogate -a,a,a-Trifluorotoluene
Date Analyzed
Dilution factor
Batch ID
Suspended Solids (160.2)
Suspended Solids, mg/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Barium (6010)
Barium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
•
86048-1
<1.0
<1.0
<3 .0
<25
97 %-
10.06.98
1.0
1Bl006
<5.0
10.06.98
10.07.98
1.0
1006A
17
10.09.98
10.13.98
1.0
1009H
LOG NO: S8-86048
Received: 05 OCT 98
Reported: 14 OCT 98
Project: Macon/Dockery 109564-04
Sampled By: Client
Code: 114381015
Page 2
DATE/
86048-2
<1.0
<1.0
<3. 0
<25
97 %-
10.06.98
1.0
1B1006
<5.0
10.06.98
10.07.98
1. 0
1006A
54
10.09.98
10.13.98
1.0
1009H
TIME SAMPLED
10-02-98/1355
10-02-98/1115
10-02-98/1025
10-02-98/0930
86048-3
<1.0
<1.0
<3 .0
<25
90 %
10.06.98
1.0
1B1006
12
10.06.98
10.07.98
1.0
1006A
190
10.09.98
10.13.98
1.0
1009H
86048-4
<1.0
<1.0
<3.0
<25
90 %
10.06.98
1.0
1B1006
<5.0
10.06.98
10.07.98
1.0
1006A
31
10.09.98
10.13.98
1.0
1009H
I SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC, \
5102 LaRocne Avenue• Savannah. GA 31404 • (91°2) 354-7858 • Fax [phone] •
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S8-86048
Received: 05 OCT 98
Reported: 14 OCT 98
Project: Macon/Dockery 109564-04
Sampled By: Client
Code: 114381015
REPORT OF RESULTS Page 3
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
86048-1
86048-2
86048-3
86048-4
Lower Dockery Eff
Upper Dockery Eff
Macon Source Eff
Macon Pad Eff
Beryllium (6010)
Beryllium, ug/1
• Preparation Date
Date Analyzed
Dilution factor
Batch ID
Chromium (6010)
Chromium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Mar..ganese (6010)
Manganese, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
-----------------------------
•
----------
<5.0 <5.0
10.09.98 10.09.98
10.13 .98 10.13.98
1.0 1.0
1009H 1009H
<10 <10
10.09.98 10.09.98
10.13.98 10.13.98
1. 0 1.0
1009H 1009H
140 <10
10.09.98 10.09.98
10.13.98 10.13.98
1. 0 1. 0
1009H 1009H
--------------------
10-02-98/1355
10-02-98/1115
10-02-98/1025
10-02-98/0930
86048-3 86048-4
<5.0 <5.0
10.09.98 10.09.98
10.13.98 10.13.98
1.0 1. 0
1009H 1009H
<10 <10
10.09.98 10.09.98
10.13.98 10.13.98
1.0 1.0
1009H 1009H
110 <10
10.09.98 10.09.98
10.13.98 10.13.98
1.0 1. 0
1009H 1009H
---------- ----------
•
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S8-86048
Received: 05 OCT 98
Reported: 14 OCT 98
Project: Macon/Dockery 109564-04
Sampled By: Client
Code: 114381015
REPORT OF RESULTS Page 4
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
86048-1
86048-2
86048-3
86048-4
PARAMETER
Lower Dockery Eff
Upper Dockery Eff
Macon Source Eff
Macon Pad Eff
Nickel ( 6010)
Nickel, ug/1
86048-1
<40
86048-2
<40
10-02-98/1355
10-02-98/1115
10-02-98/1025
10-02-98/0930
86048-3
<40
86048-4
<40 • Preparation Date
Date Analyzed
Dilution factor
10.09.98
10.13.98
10.09.98 10.09.98 10.09.98
10.13.98 10.13.98 10.13.98
•
Batch ID
Vanadium (6010)
Vanadium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Cadmium (7131)
Cadmium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
----------
1. 0
1009H
<10
10.09.98
10.13.98
1.0
1009H
<0.30
10.09.98
10.13.98
1.0
1009I
----------
1.0 1.0 1. 0
1009H 1009H 1009H
<10 <10 <10
10.09.98 10.09.98 10.09.98
10.13.98 10.13.98 10.13.98
1.0 1. 0 1.0
1009H 1009H 1009H
<0.30 <0.30 <0.30
10.09.98 10.09.98 10.09.98
10.13.98 10.13.98 10.13.98
1. 0 1. 0 1.0
1009I 1009I 1009I
---------- --------------------
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone] •
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S8-86048
Received: 05 OCT 98
Reported: 14 OCT 98
Project: Macon/Dockery 109564-04
Sampled By: Client
Code: 114381015
REPORT OF RESULTS Page 5
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES
86048-1 Lower Dockery Eff
86048-2 Upper Dockery Eff
86048-3 Macon Source Eff
86048-4 Macon Pad Eff
PARAMETER
Lead (7421)
Lead, ug/1
•
Preparation Date
ate Analyzed
Dilution factor
Batch ID
Antimony (7041)
Antimony, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Zinc (6010)
Zinc, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
----------
----------
86048-1
----------
<3. 0
10.09.98
10.13.98
1.0
1009I
<10
10.09.98
10.13.98
1.0
1009H
<20
10.09.98
10.13.98
1.0
1009H
----------
86048-2
----------
<3.0
10.09.98
10.13.98
1.0
1009I
<10
10.09.98
10.13.98
1.0
1009H
<20
10.09.98
10.13.98
1.0
1009H
----------
DATE/
TIME SAMPLED
10-02-98/1355
10-02-98/1115
10-02-98/1025
10-02-98/0930
86048-3 86048-4
---------- ----------
<3.0 <3.0
10.09.98 10.09.98
10.13.98 10.13.98
1.0 1.0
1009I 1009I
<10 <10
10.09.98 10.09.98
10.13.98 10.13.98
1.0 1.0
1009H 1009H
<20 <20
10.09.98 10.09.98
10.13.98 10.13.98
1.0 1.0
1009H 1009H
--------------------
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 LaRcche Avenue• Savannah, GA 31404 • [phone] • Fax [phone] •
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S8-86048
Received: 05 OCT 98
Reported: 14 OCT 98
Project: Macon/Dockery 109564-04
Sampled By: Client
Code: 114381015
REPORT OF RESULTS Page 6
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
------------------------------------------------------------------------------------
86048-5 Trip Blank
------------------------------------------------------------------------------------
PARAMETER 86048-5
--------------------------------------------------------------------- ----------
Purgeable Halocarbons (8010)
Chloroform, ug/1
1,1-Dichloroethane, ug/1
1,1-Dichloroethene, ug/1
Cis/Trans-1,2-Dichloroethene, ug/1
.a._~ethylene chlo~ide (Dichloromethane),
,-,retrachloroethene, ug/1
1,1,1-Trichloroethane, ug/1
Trichloroethylene, ug/1
Vinyl chloride, ug/1
Surrogate -Bromochloromethane
Date Analyzed
Dilution factor
Batch ID
Purgeable Aromatics (8020)
Benzene, ug/1
Toluene, ug/1
Total Xylenes, ug/1
Acetone, ug/1
Surrogate -a,a,a-Trifluorotoluene
Date Analyzed
Dilution factor
Batch ID
0
ug/1
<1,0
<1.0
<1.0
<1.0
<2.0
<1.0
<l.O
<l.0
<1.0
87 %
10.06.98
1. o
1Bl006
<1.0
<l.0
<3. o
<25
93 'Ir
10.06.98
1. o
1Bl006
r.
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone] •
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S8-86048
Received: 05 OCT 98
Reported: 14 OCT 98
Project: Macon/Dockery 109564-04
Sampled By: Client
Code: 114381015
REPORT OF RESULTS Page 7
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES
-----------------------------------------------------------------------------------
86048-6
86048-7
86048-8
Method Blank
Lab Control Standard% Recovery
LCS Accuracy Control Limit (%R}
-----------------------------------------------------------------------------------
PARAMETER 86048-6 86048-7 86048-8
-------------------------------------------------------------------------------
Purgeable Halocarbons (8010)
Chloroform, ug/1
1,1-Dichloroethane, ug/1
1,1-Dichloroethene, ug/1
.is/Trans-1,2-Dichloroethene, ug/1
Methylene chloride (Dichloromethane), ug/1
Tetrachloroethene, ug/1
1,1,1-Trichloroethane, ug/1
Trichloroethylene, ug/1
Vinyl chloride, ug/1
Surrogate -Bromochloromethane
Date Analyzed
Dilution factor
Batch ID
Purgeable Aromatics (8020)
Benzer..e, ug/1
Toluene, ug/1
Total Xylenes, ug/1
Acetone, ug/1
Surrogate -a,a,a-Trifluorotoluene
Date Analyzed
Dilution factor
Batch ID
<1.0
<1.0
<1.0
<1.0
<2.0
<1.0
<1.0
<1.0
<1.0
76 %
10.06.98
1.0
1B1006
<1.0
<1.0
<3.0
<25
113 %
10.06.98
1.0
1B1006
110 %
115 %
97 %
10.06.98
1.0
1B1006
100 %
100 %
86 %-
103 %
10.06.98
1.0
1B1006
38-164 %
63-121 %
56-144 %
67-124 %
40-130 %
--------------------------------------- ----------------------------------------
•
•
•
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue• Savannah. GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S8-86048
Received: 05 OCT 98
Reported: 14 OCT 98
Project: Macon/Dockery 109564-04
Sampled By: Client
Code: 114381015
REPORT OF RESULTS Page 8
LOG :-10 SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES
86048-6
86048-7
86048-8
PARAMETER
Method Blank
Lab Control Standard% Recovery
LCS Accuracy Control Limit (%R)
Suspended Solids (160.2)
Suspended Solids, mg/1
?reparation Date
Date Analyzed
Dilution factor
Batch ID
Barium (6010)
Barium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Beryllium (6010)
Beryllium, ug/1
?reparation Date
0n.te Analyzed
Dilution factor
Batch ID
86048-6
<5.0
10.06.98
10.07.98
1.0
1006A
<10
10.09.98
10.13.98
1.0
1009H
<5.0
10.09.98
10.13.98
1.0
1009H
86048-7
100 %
10.06.98
10.07.98
1.0
1006A
105%
10.09.98
10.13.98
1.0
1009H
103%
10.09.98
10.13.98
1.0
1009H
86048-8
80-120 %
75-125 %
75-125 %
•
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone] •
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S8-86048
Received: 05 OCT 98
Reported: 14 OCT 98
Project: Macon/Dockery 109564-04
Sampled By: Client
Code: 114381015
REPORT OF RESULTS Page 9
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES
86048-6
86048-7
86048-8
PARAMETER
Method Blank
Lab Control Standard% Recovery
LCS Accuracy Control Limit (%R)
Chromium (6010)
Chromium, ug/1
Preparation Date
Date Analyzed
.ilution factor
Batch ID
Manganese (6010)
Manganese, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Nickel (6010)
Nickel, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
•
86048-6
<10
10.09.98
10.13.98
1.0
1009H
<10
10.09.98
10.13.98
1.0
1009H
<40
10.09.98
10.13 .98
1. 0
1009H
86048-7
105%
10.09.98
10.13.98
1.0
1009H
104%"
10.09.98
10.13.98
1. 0
1009H
104%
10.09.98
10.13.98
1. 0
1009H
86048-8
75-125 %
75-125 %
75-125 %
•
•
•
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S8-86048
Received: 05 OCT 98
Reported: 14 OCT 98
Project: Macon/Dockery 109564-04
Sampled By: Client
Code: 114381015
REPORT OF RESULTS Page 10
LOG NO
86043-6
86048-7
86048-8
SJ\MPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES
PARAMETER
Method Blank
Lab Control Standard% Recovery
LCS Accuracy Control Limit (%RI
Vanadium (6010)
Vanadium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Cadmium (7131)
Cadmium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Lead (7421)
Lead, ug/1
Preparation Date
Date h..1alyzed
Dilution factor
Batch ID
86048-6
<10
10.09.98
10.13.98
1.0
1009H
<0.30
10.09.98
10.13.98
1.0
10091
<3.0
10.09.98
10.13.98
1.0
10091
86048-7
104%'
10.09.98
10.13.98
1. 0
1009H
120 'lr
10.09.98
10.13.98
1.0
10091
101 'lr
10.09.98
10.13.98
1.0
10091
86048-8
75-125 %
80-120 'lr
80-120 %
SL. SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone] •
Mr. Steve Irminger
Applied Earth Sciences
814 D~vidson Drive
Concord, NC 28025
LOG NO: S8-86048
Received: 05 OCT 98
Reported: 14 OCT 98
Project: Macon/Dockery 109564-04
Sampled By: Client
Code: 114381015
REPORT OF RESULTS P,age 11
LCG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES
86048-6
86048-7
86048-8
PARAMETER
Method Blank
Lab Control Standard% Recovery
LCS Accuracy Control Limit (%RI
Antimony (7041)
Antimony, ug/1
Preparatio~ Date
Date Analyzed
~ilution factor
Batch ID
Zinc (6010)
Zinc, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Methods: EPA SW-846
NC DEHNR Cert. #269
86048-6
<10
10.09.98
10.13.98
1.0
1009H
<20
10.09.98
10.13.98
1.0
1009H
• Final Page Of Report
86048-7
97 %
10.09.98
10.13.98
1.0
1009H
103%
10.09.98
10.13.98
1. 0
1009H
86048-8
80-120 %
75-125 %
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
ANALYSIS REQUEST AND CHAIN OF CUSTODY RECORD
PROJECT REFERENCE PROJECT NO. P.O. NUMBER ·
/vi I/C15,v /JocK. s-R,y
PROJECTLOC. SAMPLER(s) NAME
(State) 'i? oi!.1 A1u Hoe,a rv
PHONE lo 'I
FAX 51 ll ~;J'fB
CLIENT NAME CLIENT PROJECT MANAGER
/-I /9IVI) EX [,qe,,,tM ~ t_MouVN /v11&1,@<
Senal Number · 1 3 51 7 Q
..D-(5102 LaAoche Avenue, Savannah, GA 31404
D 2846 Industrial Plaza Drive, Tallahassee, FL 32301
D 414 SW 12th Avenue, Deeriield Beach, FL 33442
D 900 Lakeside Drive, Mobile, AL 36693
D 6712 Benjamin Road. Suite 100, Tampa, FL 33634
D 100 Alpha Drive, Suite 110, Destreha:i, LA 70047
MATRIX
Phone: [phone]
Phone: [phone]
Phone: [phone]
Phone: [phone]
Phone: [phone]
Phone: [phone] •
TYPE REQUIRED ANALYSES
Fax: [phone]
Fax: [phone]
Fax: [phone]
Fax: [phone]
Fax: [phone]
Fax: [phone] -
I PAGE I I OF I
STANDARD
~REPORT
~DELIVERY
□ EXPEDITED RE PORT
DE LIVE RYtsurcharge)
I / Date Due:
NUMBER OF CONTAINERS SUBMITTED REMARKS
1-----+----+---+-------------------1-,---l----1---1---1---l--+----+--+----+--+---f-----------l
RELINOUl~:i BY: (SIGNATURE) ~~-~
DATE TIME
'3/~.B
RELINQUISHED BY: (SIGNATURE) DATE TIME
RECEIVED BY: (SIGNATURE)\ . •
::-.i\.'•I, i \( { :i ·H·J l :\!f\JI -r-:.~:~. DATE \•TIME RECEIVEj9'BY: (SIGNATURE) DATE TIME RECEIVED BY: (SIGNATURE) DATE TIME
-·•t
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WASTE MANAGEMENT
October 28, 1998
Ms. Giezelle Bennett
Remedial Project Manager
Superfund Branch
Waste Management Division
US EPA Region IV
6 I Forsyth Street, 11th Floor
Atlanta, Georgia 30303
RE: Monthly Progress and O&M Report -September 1998
Macon/Dockery NPL Site
Cordova, Richmond County
Dear Ms. Bennett:
The Superfund Section of the North Carolina Department of Environment and Natural
Resources (NC DENR) has received and reviewed the Monthly Progress and O&M
Report -September 1998 for the Macon/Dockery National Priority List (NPL) Site.
The Superfund Section offers the attached comments.
The Superfund Section of the NC DENR appreciates the opportunity to comment on
this document. If you have any questions or comments, please feel free to call me at
[phone], extension 349.
Attachment
Sincerely,
J;)JB!~I
David B. Mattison, CHMM
Environmental Engineer
NC Superfund Section
401 OBERLIN ROAD, SUITE 150, RALEIGH, NC 2760S
PHONE [phone] FAX 919-71 S-3605
AN EQUAL OPPORTUNITY/ AFFIRMATIVE ACTION EMPLOYER· 50% RECYCLED/10% POST-CONSUMER PAPER
Ms. Giezelle Bennett
• October 28, 1998
Page I
•
•
MONTHLY PROGRESS AND O&M REPORT -SEPTEMBER 1998
Results of Sampling and Testing and Other Data Received
I. The monthly average discharge rates for the groundwater remediation systems do not
agree with the total monthly discharge and the operational percentage provided for the
groundwater remediation systems. Please correct these oversights.
Table 5 Summary of Mass VOC Removal Estimates
2. Table 8 indicates that the Upper/Lower Macon flow meter reading for May I 998 totaled
876,945 gallons. This information agrees with the data presented in Table 8 of the
Monthly Progress and O&M Report -May 1998 (May 1998 Report) and Table 8 of the
Annual Summary Status Report -June 1997 to June 1998. However, the section entitled,
Results of Sampling and Testing and Other Data Received, of the May 1998 Report
indicates that the Upper/Lower Macon system had a total discharge of 875,945 gallons for
May 1998. Please clarify this discrepancy.
3. The average total volatile organic compound (VOC) concentrations given for the August
1998 and September I 998 sampling events conducted at the Upper/Lower Macon
groundwater remediation system in Table 8 are incorrect. The error appears to be that the
Lower Macon remediation system contained 3.5 micrograms per liter (µg/1)
trichloroethylene, not 35 µg/1 as reported in Table 4 of the Monthly Progress and O&M
Report -August 1998. Please correct these oversights .
•
•
•
MACON/DOCKERY SITE
CORDOVA, NORTH CAROLINA
MONTHLY PROGRESS AND
O&MREPORT
SEPTEMBER, 1998
AECFn,r1
OCT 2 0 7998
SUPERFUM; .:il.:CTION
• Macon/Dockery Site
Richmond County, North Carolina
•
•
October 7, I 998
Ms. Giezelle S. Bennett
Remedial Project Manager
United States Environmental Protection Agency
Region 4
61 Forsyth Street, S.W.
Atlanta, Georgia 30303-3104
Re: Macon/Dockery Site -Cordova, North Carolina .
Monthly Progress and O & M Report -September 1998
Dear Ms. Bennett:
Reply to: Technical Committee
c/o David L. Jones
Ingersoll-Rand Company
114 Spenc~r Road
Cassopolis, Michigan
Phone: [phone]
Fax: [phone]
On behalf of the Macon/Dockery site Group ("Group") the September I 998 Monthly Progress and 0 & M Report is herewith submitted in accordance with SECTION XV -PROGRESS REPORTS of the Unilateral Administrative Order (effective date -June 30, 1992) for the Macon/Dockery Site. This report describes activities which occurred during the month of the September as part of the
Remedial Action phase of this project.
PROJECT TASKS INITIATED OR COMPLETED THROUGH SEPTEMBER 1998:
• Monthly effluent sampling of the remediation systems
• Continued O & M of the systems
RESULTS OF SAMPLING AND TESTING AND OTHER DATA RECEIVED:
• Laboratory results for September sampling of the remediation systems are included in this
progress report. Tables 1 to 4 summarize the effluent analytical results for the four
groundwater treatment systems. All effluent concentrations are below the Remediation
Performance Standard except for the manganese concentration reported in the water sample
collected from the Macon Source system effluent port. According to the analytical report,
the manganese concentration for this sample was 56 micrograms per liter (ug/L). The
Remediation Performance Standard for manganese is 50 ug/L. All other effluent
concentrations were below the Remediation Performance Standards .
•
•
•
Ms. Giezelle S. Bennett
October 7, I 998
Page No. 2
• Upper Dockery flow meter reading for September totaled 411,677 gallons. System was
operational 95% of the time averaging 8.93 gallons per minute (GPM). Mass volatile
organic compound (VOC) removal was 0.50 pounds for the month and the cumulative is
10.44 pounds for the project to date.
• Lower Dockery flow meter reading for September totaled 591,481 gallons. System was
operational 95% of the time averaging 12.84 gallons per minute (GPM). Mass volatile
organic compound (VOC) removal was 0.31 pounds for the month and the cumulative is
8.30 pounds for the project to date.
• Macon Source Area flow meter reading for September totaled 513,868 gallons. System
was operational 99% of the time averaging 11.15 gallons per minute (GPM). Mass
volatile organic compound (VOC) removal was 0.61 pounds for the month and the
cumulative is 6.42 pounds for the project to date.
• Upper/Lower Macon flow rrieter reading for September totaled 821,424 gallons. System
was operational 95 % of the time averaging 17 .83 gallons per minute (GPM). Mass
volatile organic compound (VOC) removal was 0.26 pounds for the month and the
cumulative is 4.39 pounds for the project to date.
TASKS PLANNED FOR OCTOBER 1998:
• Monthly sampling of the remediation systems eflluent
• Continue O & M of systems
PROBLEMS AND DELAYS:
• September 19, 1998 -Power outages were experienced at all the sites due to storms in the
area. The Macon Source Area groundwater remediation system and the SVE system
restarted automatically. The remainder of the systems required manual restart on
September 21, 1998.
• Percent operational for each system: Upper Dockery
Lower Dockery
95%
95%
•
•
•
Ms. Giezelle S. Bennett
October 7, 1998
Page No. 3
Respectfully Submitted,
~§,~
Upper Macon 95%
Lower Macon 95%
Macon Source Area 99%
SVE System 99%
cc:. Macon/Dockery Site Group Members
Mike Profit, CDM Federal Programs
David Mattison, NC Super Fund Section
•
Sample Date
Location
UD Effluent 2/13/96,
2/14196 ·
2/14196 '
2/15196 '
2/16196 ·
2/17196 ·
2/22/96 '
2/28196 ·
318/96 •
413196 ·
513196 ·
615196 ·
711196 ,
811196 ,
914196 ·
1011196 ·
lln/96•
12/S196 ·
116197 ,
2/S197 .
3112/97 ·
4/8/97 ·
S/14197 ·
616197 ·
7/2/97 ,
8/7197 ·
91S197 ,
10/2/97 ,
11113197 ,
12/S197 ,
119198 ·
2/5198 ·
315198 ,
4/3198,
517198 ,
615198 ,
719198 ,
817198 ,
9110198 ,
Remcd1at1on Performance Standard
NA• Not Atwyz.c:d
Neu:• Acetone c.onfirmcd by Method 8260
NS ,.. Not Sampled
I, I -Dichlorocthanc
(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
<LO
<1.0
<1.0
<LO
<l.O
<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
<l.0
<1.0
<1.0
<1.0
<1.0
3S00
• Table 1
Groundwater Quality Summary
Upper Dockery
Macon/ Dockery Site
Richmond County, North Carolina
I, I -Dichloroethcnc Cis/trans-1,2-Dichlorocthene Tctrachlorocthcnc
(ug/L) (ug/L) (ug/L)
<1.0 <1.0 <1.0
<1.0 <1.0 <LO
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<l.O <1.0 <1.0
<l.O <1.0 <1.0
<1.0 <l.0 <1.0
<1.0 <LO <1.0
<1.0 <1.0 <l.O
<1.0 <l.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
1.5 <LO <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 <LO <1.0
<1.0 <1.0 <1.0
<l.O <l.0 <1.0
<1.0 <1.0 <LO
<1.0 <1.0 <1.0
<1.0 <1.0 <LO
<1.0 <LO <1.0
<1.0 <1.0 <1.0
<l.O <1.0 <LO
<1.0 <1.0 <1.0
2S <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 • <1.0. <LO .
7 70
•
1, 1, l-Trichlorocthane Trichloroethylcnc Toluene
(ug/L) (ug/L) (ug/L)
<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 <LO <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <l.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 3.9
<1.0 <1.0 <1.0
<l.O <1.0 <1.0
<1.0 <1.0 <1.0
<l.O · <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 <LO
<1.0 <1.0 <l.0
<1.0 <1.0 <1.0
<1.0 <1.0 . <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<LO <1.0 <l.0
<1.0 <LO <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <l.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
5.S <1.0 <1.0
<1.0 <l.0 <1.0
<1.0 <l.O <LO
<l.O . <1.0 • <1.0,
200 2.8 1000
•
Sample Date
Location
UD Effluent 2/13/96
2/14/96 •
2/14/96 •
2/15/96'
2/16/96 •
2/17/96,
2/22/96 .
2128/96 •
3/8/96 •
4/3/96 •
5/3/96 •
6/5/96 ,
7/1/96 .
8/1/96 ,
9/4/96 .
10/1/96 ·
11/7/96 •
12/5/96 •
1/6/97 ·
215/97 •
3/12197 •
4/8/97 •
5/14/97 •
6/6/97,
1f2197 ,
8/7/97 .
9/5/97 ·
l0f2/97 •
11/13/97 ·
1215/97 •
1/9/98 •
215/98 ·
3/5/98 ,
4/3/98 ,
5/7/98 ,
6/5/98 ,
7/9/98 •
8/7/98 •
9/l0/98 ,
Rcmcd1at1on Pcrfonnancc Standard
NA• Not Analyzed
Note: • Aceton11 coofinncd by Method 8260
NS • Not Sampled
Total Xylcncs
(ug/L)
<J.O
<J.O
<3.0
<J.O
<J.O
<J.O
<3.0
<J.O
<J.O
<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.O
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<J.O
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0,
400
'•• I (Coolioued)
Groundwater Quality Summary
Upper Dockery
Macon/Dockery Site
Richmond County, North Carolina
Acetone Chromium Barium Manganese
(ugll) (ug/L) (ugll) (ugll)
10• 16 71 40
35' 15 53 14
<IO II 56 12
<10 12 SJ 14
<IO <IO 53 II
<10 II 55 12
<10 <10 <SO 8.3
<10 13 <SO 9.6
25 <10 <SO 6.9
28 II so <S.O
52 <10 <SO <5.0
<10 <10 <SO <S.O
<IO <IO <SO <S.O
20 14 51 7
<10 <10 ss <S.O
<10 <10 <SO S.9
<10 15 59 <5.0
<10 12 54 5.1
<10 13 54 <5.0
<10 15 61 S.9
<10 <10 69 <S.O
<10 <10 63 <S.O
<10 <IO 60 7.2
<IO <IO 52 <S.O
<10 <10 ss <S.O
<10 <10 <SO <S.O
<IO <10 I 10 5.2
<10 <10 SO.I <S.O
<10 12.1 67.9 18.6
<10 <10 <SO <S.O
<10 II <SO <S.O
<10 <10 <SO <5.0
<10 <10 <200 <15
<IO <10 <200 5.2
<10 10 <50 <5.0
<10 <10 57 <5.0
<10 <IO 51 <S.O
<10 13 53 <5.0
<IO· II . 58 • <5.0 ·
3500 50 1000 50
•
Zinc Lead Suspended Solids
(ugll) (ugll) (mg/L)
22 <J.O 14
<20 <J.O II
<20 <J.O <5.0
<20 <J.O <S.O
<20 <J.O <5.0
<20 <3.0 <5.0
<20 <J.O <5.0
<20 <3.0 10
<20 <3.0 <S.O
<20 <J.O s
<20 <3.0 <S.O
<20 <3.0 <S.O
<20 <3.0 <S.O
<20 <3.0 8
<20 <3.0 <5.0
<20 <3.0 <S.O
<20 <3.0 <5.0
<20 <3.0 <S.O
<20 <3.0 <S.O
<20 <3.0 <5.0
<20 <3.0 <S.O
<20 <3.0 <5.0
·<20 <J.O <S.O
<20 <3.0 <5.0
<20 <3.0 <S.O
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
24.8 <3.0 <5.0
<20 <3.0 <S.O
<20 <3.0 <5.0
<20 <3.0 <S.O
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <S.O
<20 <3.0 <5.0
<20. <3.0. <5.0 -
5000 15
•
Sample Date
Location
LD Effluent 2/13/96 •
2/14/96 ·
2/14/96 ,
2/15/96,
2/16/96 ,
2/22/96 ,
2/28/96 ,
3/8/96 ,
4/3/96,
5/3/96 ,
8/1/96 .
9/4/96 ·
10/1/96 '
11/7/96 •
12/5/96 ,
1/6/97 ,
3/12/97 ·
4/8/97 •
5/14/97 '
6/6/97,
7/2/97 •
8/7/97 ·
9/5/97 •
10/2/97,
I 1/13/97,
12/5/97,
1/9/98 ,
2/5/98 ,
3/5/98 •
4/3/98 ,
5/7/98 •
6/5/98 .
7/9/98,
8/7/98,
9/10/98 •
Remed1at1on Perfonnance Standard
Kotc; A blank mc111U below dctcctioq limit
Chlorofonn
(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
<1.0
•
Table 2
Groundwater Quality Summary
Lower Dockery
Macon/ Dockery Site
Richmond County, North Carolina
I, 1 -Dichloroethane 1, l -Dichloroethene Ci s/trans-1,2-Dich loroethene
(ug/L) (ug/L) (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 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
17 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 . <1.0
3500 7 70
•
Methylene chloride I, 1, 1-Trichloroethane
(ug/L) (ug/L)
<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 <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 <1.0
<2.0 <1.0
<2.0 <1.0
<2.0 <1.0
<2.0 5.5
<2.0 <1.0
<2.0 <1.0
<2.0 <1.0
<2.0 <1.0
<2.0 <1.0
<2.0 <1.0.
5 200
,__
•
Sample Date
location
LD Effluent 2/13/96 •
2/14/96-
2/14/96,
2/15/96 ,
2/16/96,
2/22/96,
2/28/96,
3/8/96 ,
4/3/96 •
5/3/96,
8/1/96 ,
9/4/96 ,
10/1/96•
1117/96,
12/5/96 •
1/6/97 '
3/12/97,
4/8/97 ,
5/14/97,
6/6/97 ,
7nl91,
817/97 ,
915/91 -
10/2/97•
11/13/97 ,
12/5/97 ·
1/9/98 ,
2/5/98 ,
3/5/98 ,
413198 ,
517/98 ,
615/98 ,
7/9198,
8/7198 ,
9/10/98 ,
Remed1auon Performance Standard
No1c: A blank means below dc1cction limit
Trichloroethylene Benzene
(ug/L) (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
<LO <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0, <1.0
2.8
•
TABLE 2 (Continued)
Groundwater Quality Summary
Lower Dockery
Macon/ Dockery Site
Richmond County, North Carolina
Toluene Total Xylenes Chromium
(ug/L) (ug/L) (ug/L)
<1.0 <3.0 <IO
<1.0 <3.0 <IO
<1.0 <3.0 <10
<1.0 <3.0 <IO
<1.0 <3.0 <10
<1.0 <3.0 <IO
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <IO
<1.0 <3.0 <IO
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <IO
3.4 <3.0 <10
<1.0 <3.0 <IO
<1.0 <3.0 <IO
<1.0 <3.0 <IO
<1.0 <3.0 <IO
<1.0 <3.0 <IO
<1.0 <3.0 <IO
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <IO
<1.0 <3.0 <IO
<1.0 <3.0 <10
<1.0 <3.0 <IO
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<I.O, <3,0, <IO,
1000 400 50
•
Barium Manganese Zinc Cadmium Suspended Solids
(ug/L) (ug/L) (ug/L) (ug/L) (mg/L)
<SO <S.O <20 <0.30 <S.O
<SO <S.O <20 <0.30 <S.O
<SO <S.O <20 <0.30 11
<SO <S.O <20 <0.30 <S.O
<SO <S.O <20 <0.30 <S.0
<SO <S.O <20 <0.30 s
<SO <S.O <20 <0.30 <S.O
<SO <S.O <20 <0.30 <S,O
<SO <S.O <20 <0.30 <S.0
<SO <S.O <20 <0.30 <S.O
<SO 14 <20 <0.30 <5.0
<SO 13 <20 0.56 <5.0
<50 II <20 <0.30 <5.0
<SO <5.0 <20 <0.30 <5.0
<50 35 <20 <0.30 19
<50 6 <20 <0.30 <5.0
70 <S.O <20 <0.30 <5.0
<SO <S.O <20 <0.30 <S.O
<SO <5.0 <20 <0.30 <S.O
<50 . <5.0 <20 <0.30 <5.0
<SO <5.0 <20 <0.30 <5.0
<50 <5.0 <20 <0.30 <S.O
<SO <S.O <20 <0.30 <5.0
<50 <S.O <20 <0.30 <5.0
<SO <5.0 <20 <I <5.0
<50 160 <20 <0.30 <5.0
<50 34 <20 <0.30 <S.O
<SO 250 <20 <0.30 58
<200 85 <20 <0.30 <5.0
<200 39 <20 <0.30 <5.0
<SO 17 <20 <0.30 <5.0
<50 6.3 <20 <0.30 <5.0
<50 <5.0 <20 <0.30 <S.O
<SO <S.O <20 <0.30 <S.O
<SO, <S.O • <20, <0.30, <5.0,
1000 so 5000 s
Sample Date
Location
UMSA Effluent 2/13/96,
2/14/96 ·
2/14/96,
2/15/96 •
2/16/96 •
2/17/96,
2/22/96 ,
2/28/96 •
3/8/96 ,
4/3/96 ,
5/3/96 ,
6/5/96 ,
7/1/96 ,
7/30/96 ,
9/4/96 ,
10/1/96,
11/7/96 ,
12/5/96,
1/6/97 ,
2/4/97 ,
3/12/97 ,
4/8/97 ,
5/12/97 ,
6/6/97 ,
7/2/97 ,
8/7/97 •
9/5/97 •
10/2/97 ,
11/13/97 ,
12/5/97,
1/9/98 ·
2/5/98 ,
3/5/98 ,
4/3/98
5/7/98
6/5/98
7/9/98
8n/98
9/10/98 ,
Rcmc-:lt1t10r Pcrfomumec Standard
Note: NA .. Not Analyzed
DUP -duplicat.c,
Chloroform I, I -Dichloroethane
{uefL) (uefL)
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<LO <1.0
<1.0 <1.0
<LO <1.0
<LO <1.0
<LO <1.0
<LO <1.0
<1.0 <1.0
<I.0 <l.0
<1.0 <1.0
<1.0 <LO
<l.0 <1.0
<1.0 <1.0
<I.0 <1.0
<1.0 <LO
<LO <LO
<1.0 <1.0
<LO <1.0
<1.0 <LO
<LO <1.0
<1.0 <1.0
<LO <1.0
<LO <l.O
<1.0 <1.0
<l.O <1.0
<LO <LO
<LO <t.O
<1.0 <1.0
<1.0 <LO
<1.0 <l.O
<LO <1.0
<l.O <LO
<l.O <LO
<1.0 <LO
<1.0 <LO
<1.0 <l.O
<1.0 <1.0 ,
3500
•
Table 3
Groundwater Quality Swnmary
Upper Macon Source Area
Macon/ Dockery Site
Richmond County North Carolina ' 1,1 -Dichloroethenc Cis/trans-1,2-Dichloroethenc T etrachloroethene
(uefL) (u•") (uefL)
<LO <1.0 <1.0
<1.0 <LO <1.0
<1.0 <1.0 <1.0
<1.0 <LO <l.O
<1.0 <1.0 <LO
<l.O <LO <1.0
<1.0 <l.0 <1.0
<1.0 <LO <LO
<1.0 <LO <LO
<1.0 <I.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.0 <1.0
<LO <LO <1.0
<1.0 <1.0 <1.0
<1.0 <LO <1.0
<l.0 <1.0 <LO
<1.0 <1.0 <LO
<1.0 <1.0 <LO
<l.O <LO <LO
<l.O <LO <LO
<l.O <LO <1.0
<LO <l.O <LO
<LO <l.O <1.0
<LO <1.0 <LO
<1.0 <1.0 <1.0
<1.0 <1.0 <l.O
<t.O <1.0 <l.O
<1.0 <l.O <l.O
<1.0 <1.0 <LO
<1.0 <1.0 <LO
<1.0 <1.0 <LO
<1.0 <LO <1.0
<1.0 <LO <LO
<1.0 <l.O <1.0
<1.0 <l.O <1.0 .
7 70
•
1,1, 1-Trichloro~c Trichloroethylene
(uefL) (uefL)
<LO <1.0
<LO <LO
<1.0 <LO
<1.0 <1.0
<1.0 <LO
<1.0 <1.0
<1.0 <LO
<1.0 <1.0
<l.0 <l.0
<l.0 <LO
<LO <1.0
<I.0 <LO
<1.0 <1.0
<LO <1.0
<1.0 <1.0
<l.O <1.0
<1.0 <1.0
<l.0 <l.0
<1.0 <LO
<1.0 <LO
<1.0 <1.0
<1.0 <LO
<1.0 <LO
<1.0 <1.0
<1.0 <1.0
<l.O <LO
<LO <LO
<LO <LO
<1.0 <l.O
<LO <1.0
<1.0 <1.0
<1.0 <LO
<1.0 <LO
<1.0 <1.0
<LO <1.0
<l.O <I.O
<1.0 <1.0
<l.O <I.0
<l.O ' <1.0
200 2.8
•
Sample Date
Location
IJMS.\'11111<&1 2/13196 ·
2/14/96 ,
2/14/96 •
2/15/96 •
2/16/96 •
2/17/96 ,
2/22/96 ·
2/28/96 •
3/8/96 ·
4/3/96 ·
5/3196 •
615/96 ,
7/1/96 •
7/30/96 •
9/4/96 ,
10/1/96 ,
11/7/96 •
12/5/96 •
1/6/97 ,
2/4/97 •
J/12/97 I
4/8/97 ,
5/12/97 •
6/6/97 ·
7/2/97 •
8nl97·
9/5/91 •
ID/2/97 ,
11/13/97 ,
12/5/97 •
1/9/98 •
2/5/98 ;
3/5/98 ,
4/3/98 •
5nt98 ,
6/5/98 ,
7/9/98 •
8nt98'
9/10/98,
Remediation Periimnaru:c Standard
Note: NA• Not Anal~
DlJP · duplicuc
Vinyl chJoride
{ug/L)
<J.O
<1.0
<I.O
<1.0
<1.0
<1.0
<I.O
<I.O
<LO
<LO
<1.0
<1.0
<1.0
<LO
<I.O
<LO
<l.O
<1.0
<1.0
<1.0
<1.0
<1.0
<I.O
<1.0
<LO
<LO
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<l.O
<1.0
<l.O
<1.0
<1.0
<l.O
<1.0'
Benzene Toluene
{ug/L) {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 <l.O
<1.0 2.9
<1.0 <LO
<I.O <1.0
<LO <1.0
<l.O <1.0
<1.0 <LO
<1.0 <LO
<1.0 <1.0
<1.0 <1.0
<LO <LO
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<LO <LO
<LO <1.0
<LO <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <LO
<1.0 <1.0
<1.0 <1.0
<1.0 <l.O
<1.0 <1.0
<LO <1.0
<1.0 <l.O
<1.0 <1.0
<1.0 · <1.0.
1000
•
Table 3 (Continued)
Groundwater Quality Summary
Upper Macon Source Area
Macon/Dockery Site
Richmond County North Carolina .
Chromium Barium Manganese
{ug/L) (ug/L) {ug/L)
16 150 330
<ID 110 190
<10 110 160
<IO 100 140
<10 130 170
<ID 120 120
<10 120 70
<ID 130 51
<ID 120 37
<ID !ID 27
<10 120 26
<ID 130 22
12 110 14
<10 200 110
11 170 68
<10 130 13
<10 140 13
<ID 170 17
<10 200 46
<ID 160 29
<ID 130 30
<10 200 30
12 210 95
<ID 240 74
<10 180 41
II 230 250
<10 130 27
<ID 185 31.5
<10 129 84.2
<10 150 160
<10 180 33
<10 200 20
II 210 160
<10 <200 64
<ID 210 310
<10 160 46
<ID 240 110
<10 190 37
<ID• 200-56,
50 IDOO 50
•
Zinc Cadmium Lead Mercury Suspended Solids
(ug/L) {ug/L) {ug/L) (ug/L) {mg/L)
74 <0.30 4.2 <.2 51
20 <0.30 <3.0 <.2 <S.O
<20 <0.30 <3.0 <.2 <S.O
<20 <0.30 <3.0 <.2 <S.O
<20 <0.30 <3.0 0.26 18
<20 <0.30 <3.0 <.2 <5.0
<20 <0.30 <3.0 <.2 <5.0
<20 <0.30 <3.0 <.2 <5.0
<20 <0.30 <3.0 <.2 <5.0
<20 <0.30 <3.0 <.2 5
<20 <0.30 <3.0 <.2 <5.0
<20 <0.30 <3.0 <.2 6
<20 <0.30 <3.0 NA <5.0
41 <0.30 9.2 NA 23
26 <0.30 66 NA 16
<20 0.47 <3.0 NA 24
<20 <0.30 <3.0 NA 26
<20 <0.30 <3.0 <0.20 5
25 <0.30 3.5 NA 120
<20 <0.30 <3.0 NA 8
<20. <0.30 <3.0 NA <5.0
<20 <0.30 <3.0 NA 7
35 <0.30 <3.0 NA IDO
<20 <0.30 <3.0 NA <S.O
<20 <0.30 <3.0 NA <S.O
40 <0.30 4.8 NA NA
<20 <0.30 <3.0 NA 22
<20 <0.30 <3.0 NA II
<20 <I <3.0 NA 8
26 <0.30 6.5 NA <S.O
<20 <0.30 <3.0 NA <S.O
<20 <0.30 <3.0 NA 6
25 <0.30 4.1 NA <S.O
<20 <0.30 <3.0 NA <S.O
29 <0.30 5 NA 13
<20 <0.30 <3.0 NA <S.O
<20 <0.30 <3.0 NA <5.0
<20 <0.30 <3.0 NA <S.O
<20 · <0.30· <3.0. NA-33 ·
5000 5 15 I.I
Sample Date
Location
U/L Effluent 2/21/96,
2122196 -
2/22/96 ·
2/23/96 ·
2/24/96 ·
2/25/96,
2/28/96,
3/8/96 ·
3/16/96.
4/3/96.
513196 ,
6/5/96 •
7/J/96 ·
7/30/96,
9/4/96 •
10/1/96,
llnl96,
12/5/96,
1/6/97 ,
2/4/97 ,
3112/97 ·
4/8/97 •
5112191,
6/6/97,
112191 •
7/25/97 ·
8/1191 •
9/5/91 ,
I0/2J97.
11/13/97 •
1215197 •
1/9/98 ,
2/5/98,
3/5/98 ·
4/3/98 ,
517198 ,
615/98 ,
7/9/98 •
8/7/98 •
9/l0/98 •
Remcd1at1on Perfonnance Standard
Note: 7nS/97 Sampled for Mmpne5e only.
DUP-duplicatt;
NA -= Not Analyzed
NS -Not Sampled
Chloroform 1,1 -Dichlorocthane
(ug/L) (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
<l.0 1.8
<1.0 <1.0
<LO <1.0
<1.0 <1.0
<1.0 <1.0
<LO <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <LO
<1.0 <l.O
<1.0 <1.0
<1.0 <1.0
<LO <1.0
<1.0 <1.0
<1.0 2.4
NA NA
<LO <1.0
<1.0 <1.0
<LO <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
<1.0 <1.0
<LO <1.0
<LO <LO
<1.0. <1.0 ..
3l00
• Table 4
Groundwater Quality Summary
Upper/Lower Macon System
Macon/ Dockery Site
Richmond County, North Carolina
I, I -Dichlorocthenc Cis/trans-I ,2-Dich1orocthcne Methylene chloride
(ug/L) (ug/L) (ug/L)
<1.0 <LO <2.0
1.8 <LO 16
<1.0 <).0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <LO <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 1.6 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <LO <2.0
<1.0 <1.0 <2.0
<LO <LO <2.0
<1.0 1.8 <2.0
NA NA NA
<1.0 <LO <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <LO <2.0
<1.0 <LO <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 .. <1.0 . <2.0 ~
7 70 l
•
Tecrachlorocthene 1, I, I-Trichloroethane
(ug/L) (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
<l.O <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 <1.0
<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
<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 <LO
<1.0 <LO
<1.0 <LO
<1.0 . <1.0 ..
200
•
Sample Date
Location
U/L Effluent 2/21/96 •
2/22/96 •
2/22/96 ,
2/23/96 ,
2/24/96 ,
2/25/96 •
2/28/96 •
3/8/96 •
3/16/96 •
4/3/96 •
513196 ,
615196 ,
7/1/96 ·
7/30/96 ·
9/4/96 ·
l0/1/96 •
lln/96 •
1215196,
1/6/97 ·
2/4/97 ,
3/12/97,
4/8/97 ,
5/12/97 I
6/6/97 ,
1/2197 •
1nsI91 •
8/7/97 ,
9/5197
10/2/97 ·
11/13/97,
12/S/97 ,
1/9/98 ·
2/S/98 ,
3/S/98 ,
4/3/98 ,
517198 ,
6/S/98 .
7/9/98 ·
8/7/98 ·
9/10/98 •
Remed1at1on Perfonnance Standard
Note: 1n5197 Sampled for Mangllllae only.
DlJP . dupliew
NA -Not Analyzed
NS -Not Sampled
Trichlorocthylenc
(ug/L)
<1.0
<1.0
<LO
<1.0
<1.0
<1.0
<LO
<1.0
<1.0
1.9
<1.0
<LO
<1.0
<1.0
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<1.0
<1.0
NA
<1.0
<LO
<1.0
<1.0
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<1.0
<1.0
<LO,
2.8
•
Toluene Chromium
(ug/L) (ug/L)
<1.0 <10
<1.0 130
<LO <IO
<1.0 <10
<1.0 <10
<1.0 <10
<1.0 <10
<1.0 <10
<LO <10
<1.0 <10
<1.0 <IO
2.1 <10
<1.0 <10
<1.0 <10
<1.0 <10
<1.0 <10
<1.0 <10
<1.0 <IO
<1.0 <10
<1.0 <10
<1.0 <IO
<1.0 <10
<1.0 <IO
<1.0 <10
<1.0 <10
NA NA
<LO <10
<1.0 <10
<LO <10
<1.0 <IO
<1.0 <IO
<1.0 <10
<LO <10
<1.0 <10
<1.0 <IO
<LO <10
<LO <10
<1.0 <10
<1.0 <10
<1.0. <to.
IOOO so
Table 4 (Continued)
Groundwaler Quality Summary
Upper/Lower Macon System
Macon/Dockery Sile
Richmond County, Nonh Carolina
Barium Manganese Zinc
(ug/L) (ug/L) (ug/L)
59 100 98
70 120 120
72 120 120
80 140 130
83 150 150
90 160 170
<SO 32 S9
<SO 39 S6
<SO 31 SI
<SO 44 S4
31 IO 21
<SO 7.S <20
<SO <S.O <20
<SO <S.O <20
<50 <S.O <20
<SO <S.O <20
<50 <5.0 <20
<SO <S.O <20
<SO <S.0 <20
39 <l.O <20
<SO <S.O <20
<SO <5.0 <20
<SO <5.0 <20
<SO <S.O <20
<SO 79 <20
NA 36 NA
<SO S.4 <20
<SO <S.O <20
<SO 6.3 <20
<SO <S.O <20
<SO <l.O <20
<SO <S.O <20
56 <l.O <20
<200 <IS <20
<200 <S.O <20
<SO <l.O <20
<SO <S.O <20
<SO <S.O <20
<SO 9.2 <20
<SO· 6.7 · <20 •
1000 so SOOO
•
Lead Suspended Solids
(ug/L) (mg/L)
4 <S.O
5.2 <S.O
5.7 <5.0
4.9 <5.0
3.7 <5.0
3.6 <S.O
<3.0 8
<3.0 <S.O
<3.0 <5,0
3.6 10
<3.0 <S.O
<3.0 <S.O
<3.0 <5.0
<3.0 <5.0
<3.0 <S.O
<3.0 24
<3.0 <S.O
<3.0 <S.O
<3.0 <S.0
<3.0 8
<3.0 <5.0
<3.0 <5,0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
NA NA
3.1 NS
<3.0 <S.O
<3.0 2S
<3.0 . <S
<3.0 <S
<3.0 <S
<3.0 <S
<3.0 <S.O
<3.0 <S.O
<3.0 NA
<3.0 <S.O
<3.0 <S.O
<3.0 <S.O
<3.0 <S.O ·
IS
•
System Month
Upper Dockery Mar-96
Apr-96
May-96
Jun-96
Jul-96
Aug-96
Sep-96
Oct-96
Nov-96
Dec-96
Jan-97
Feb-97
Mar-97
Apr-97
May-97
Jun-97
Jul-97
Aug-97
Sep-97
Oct-97
Nov-97
Dec-97
Jan-98
Feb-98
Mar-98
Apr-98
May-98
Jun-98
Jul-98
Aug-98
Sep-98
•
TABLE 5
SUMMARY OF MASS voe REMOVAL ESTIMATES
MACON/DOCKERY SITE
RICHMOND COUNTY, NORTH CAROLINA
PAGE 1 OF4
Average Total
Monthly Flow voe Pounds of voe
Volume Concentration Removed For Month
(gallons) (ug/L) (Pounds)
400,155 · 196 0.65
286,151' 210 0.50
66,826 · 177 0.10
97,350 · 120 0.10
163,426 · 108 0.15
218,330 • 284 0.52
149,420 , 284 0.35
140,191 , 284 0.33
438,013 , 294 1.07
161,903 · 294 0.40
294,071 , 294 0.72
267,596 · 131 0.29
250,068 , 131 0.27
276,556 · 131 0.30
289,938 , 76 0.18
135,575 , 76 0.09
99,896 76 0.06
70,967 54 0.03
56,256 54 0.03
277,505 54 0.12
143,168 ' 108 0.13
78,332 108 0.07
103,968 , 108 0.09
296,588 99.3 . 0.25
326,525 99.3 0.27
419,475 99.3 0.35
440,446 244.0 0.90
200,192 244.0 0.41
337,048 244.0 0.69
432,719 , 146.4 · 0.53 ·
411,677, 146.4 , 0.50 ·
Cumulative voes
Removed
(Pounds)
0.65
1.15
1.25
1.35
1.49
2.01
2.36
2.70
3.77
4.17
4.89
5.18
5.45
5.75
5.94
6.02
6.08
6.12
6.14
6.27
6.40
6.47
6.56
6.81
7.08
7.42
8.32
8.73
9.41
9.94 ·
10.44 ·
✓
System Month
Lower Dockery Mar-96
Apr-96
May-96
Jun-96
Jul-96
Aug-96
Sep-96
Oct-96
Nov-96
Dec-96
Jan-97 • Feb-97
Mar-97
Apr-97
May-97
Jun-97
Jul-97
Aug-97
Sep-97
Oct-97
Nov-97
Dec-97
Jan-98
Feb-98
Mar-98
Apr-98
May-98
Jun-98
Jul-98
Aug-98
Sep-98
TABLE 5
SUMMARY OF MASS voe REMOVAL ESTIMATES
MACON/DOCKERY SITE
RICHMOND COUNTY, NORTH CAROLINA
PAGE2 OF 4
Average Total
Monthly Flow voe Pounds of voe
Volume Concentration Removed For Month
(gallons) (ug/L) (Pounds)
328,448 • 200 0.55
191,090' 150 0.24
245,715' 148 0.30
8,619 ' 152 0.01
151,827 · 152 0.19
126,232 · 170 0.18
63,833 ' 170 0.09
460,379 · 170 0.65
183,210· 140.8 0.22
137,594 · 140.8 0.16
286,202 · 140.8 0.34
90,912 · 140.8 0.11
277,823 · 110 0.25
180,560 · 110 0.17
684,855. 116 0.66
501,987 · 116 0.49
581,027 · 116 0.56
414,199, 84 0.29
481,049. 84 0.34
457,604 · 84 0.32
308,483, 62 0.16
272,079 · 62 0.14
786,548 · 62 0.41
123,013 · 57.9 0.06
287,027 · 57.9 0.14
452,535. 57.9 0.22
141,936. 56.8 0.07
453,014 . 56.8 0.21
504,860 -56.8 0.24
453,131 · 62.2 · 0.23 •
591,481 , 62.2 · 0.31 ·
Cumulative voes
Removed
(Pounds)
0.55
0.79
1.09
1.10
1.29
1.47
1.56
2.22
2.43
2.59
2.93
3.04
3.29
3.46
4.12
4.61
5.17
5.46
5.80
6.12
6.27
6.41
6.82
6.88
7.02
7.24
7.31
7.52
7.76
7.99 ·
8.30 · -
✓
•
System Month
Macon Source Area Mar-96
Apr-96
May-96
Jun-96
Jul-96
Aug-96
Sep-96
Oct-96
Nov-96
Dec-96
Jan-97
Feb-97
Mar-97
Apr-97
May-97
Jun-97
Jul-97
Aug-97
Sep-97
Oct-97
Nov-97
Dec-97
Jan-98
Feb-98
Mar-98
Apr-98
May-98
Jun-98
Jul-98
Aug-98
Sep-98
•
TABLES
SUMMARY OF MASS voe REMOVAL ESTIMATES
MACON/DOCKERY SITE
RICHMOND COUNTY, NORTH CAROLINA
PAGE 3 OF 4
Average Total
Monthly Flow voe Pounds of voe
Volume Concentration Removed For Month
(gallons} (ug/L} (Pounds}
426,083, 55 0.20
364,772-61 0.18
257,720 · 41 0.09
114,048, 60 0.06
202,477 • 43 0.07
207,503 • 61 0.11
209,649 · 61 0.11
101,512 · 61 0.05
116,354, 42.6 0.04
137,045 · 42,6 0.05
146,036 ' 42.6 0.05
215,730 · 63.9 0.11
223,222 · 63,9 0.12
253,167 · 63.9 0.13
223,177 , 82 0.15
234,669, 82 0.16
117,736 · 82 0.08
50,248 • 124.9 0.05
36,264 · 124.9 0.04
70,207, 124.9 0.07
102,326, 122.5 0.10
114,452 • 122.5 0.12
178,387, 122.5 0.18
178,387 ' 201.6 0.30
145,526 · 201.6 0.24
600,075 · 201.6 1.01
410,905 , 139.6 0.48
431,360 · 139.6 0.50
329,835 • 139.6 0.38
473,093 • 142, 0.56 ·
513,868 , 142, 0.61 ·
Cumulative voes
Removed
(Pounds}
0.2
0.38
0.47
0.53
0.60
0.71
0.82
0.87
0.91
0.96
1.01
1.12
1.24
1.38
1.53
1.69
1.77
1.82
1.86
1.93
2.04
2.15
2.34
2.64
2.88
3.89
4.37
4.87
5.25
5.81 ·
6.42 ,
I
•
System Month
U/L Macon Mar-96
Apr-96
May-96
Jun-96
Jul-96
Aug-96
Sep-96 • Oct-96
Nov-96
Dec-96
Jan-97
Feb-97
Mar-97
Apr-97
May-97
Jun-97
Jul-97
Aug-97
Sep-97
Oct-97
Nov-97
Dec-97
Jan-98
Feb-98
Mar-98
Apr-98
May-98
Jun-98
Jul-98
Aug-98 • Sep-98
TABLE 5
SUMMARY OF MASS voe REMOVAL ESTIMATES
MACON/DOCKERY SITE
RICHMOND COUNTY, NORTH CAROLINA
PAGE4OF 4
Average Total
Monthly Flow voe Pounds of voe
Volume Concentration Removed For Month
(gallons) (ug/L) (Pounds)
375,318 · 24 0.07
709,726 · 24 0.14
482,220 · 23 0.09
48,305 ' 31 0.01
759,920 · 22 0.14
638,400 · 31 0.17
302,505 · 31 0.08
640,760, 31 0.17
871,155· 25.3 0.18
725,549 · 25.3 0.15
596,131 , 25.3 0.13
795,239 · 24.4 0.16
939,710 , 24.4 0.19
918,080 · 24.4 0.19
999,040 , 24 0.20
605,792 · 24 0.12
223,859 , 24 0.05
911,679 · 23 0.18
917,631. 23 0.18
821,135 · 23 0.16
140,796, 16 0.02
844,299 · 16 0.11
531,692 · 16 0.07
1,051,002, 22.9 0.20
932,266 , 22.9 0.18
662,272 · 22.9 0.13
876,945 •S1S'9H" 22.3 0.16
448,056 · 22.3 0.08
776,195 · 22.3 0.14
857,122 , .38c:r"z.z.r 0.27
821,424 ' _38c3' Lt,:, 0.26
Cumulative voes
Removed
(Pounds)
0.07
0.21
0.31
0.32
0.46
0.62
0.70
0.87
1.05
1.20
1.33
1.49
1.68
1.87
2.07
2.19
2.24
2.42
2.59
2.75
2.77
2.89
2.96
3.16
3.34
3.46
3.62
3.71
3.85
4.13
4.39
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue• Savannah. GA 31404 • [phone] • Fax [phone] •
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S8-85472
Received: 11 SEP 98
Reported: 22 SEP 98
Client PO. No.: 190-00001-01
Project: 115046-01/MACON DOCKERY
Sampled By: Client
Code: 164080922
REPORT OF RESULTS Page 1
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
854 72-1
85472-2
85472-3
85472-4
PARAMETER
Lower Dockery -Eff (LO)
Upper Dockery -Eff (UD)
Macon Source -Eff (UMS)
Macon Pad -Eff (MP)
85472·1 85472-2
09-10-98/1530
09-10-98/1530
09-10-98/1510
09-10-98/1500
85472-3 85472-4
----------------······--------------.-------------------------------------------
Purgeable Halocarbons (8010)
Chloroform, ug/1
.1,1-Dichloroethane, ug/1
1,1-Dichloroethene, ug/1
Cis/Trans-1,2-Dichloroethene, ug/1
Methylene chloride (Dichloromethane),
Tetrachloroethene, ug/1
1,1,1-Trichloroethane, ug/1
Trichloroethylene, ug/1
•
Vinyl chloride, ug/1
Surrogate -Bromochloromethane
Date Analyzed
Dilution factor
Batch ID
<1.0
<1.0
<1.0
<1.0
ug/1 <2. 0
<1.0
<1.0
<1.0
<l. 0
82 %-
09 .21.98
1. 0
1B0921
<1.0
<1.0
<1.0
<1.0
<2.0
<1.0
<1.0
<1.0
<1.0
95 %
09.21.98
1.0
1B0921
<1.0
<1.0
<1.0
<1.0
<2.0
<1.0
<1.0
<1.0
<1.0
93 \-
09.21.98
1.0
1B0921
<l.0
<1.0
<1.0
<1.0
<2.0
<1.0
<1.0
<1.0
<1.0
92 lr
09.21.98
1.0
1B0921
•
•
•
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
Mr. Steve Inninger .
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S8-85472
Received: ll SEP 98
Reported: 22 SEP 98
REVISED 05 OCT 98
Client PO. No.: 190-00001-01
Project: 115046-01/MACON DOCKERY
Sampled By: Client
Code: l 7158105
REPORT OF RESULTS Page 1
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
85472-1
854 72-2
85472-3
85472-4
PARAMETER
Lower Dockery -Eff (LD)
Upper Dockery -Eff (UD)
Macon Source -Eff (UMS)
Macon Pad -Eff (MP)
Purgeable Halocarbons (8010)
Chloroform, ug/1
1,1-Dichloroethane, ug/1
l,1-Dichloroethene, ug/1
Cis/Trans-1,2-Dichloroethene, ug/1
Methylene chloride (Dichloromethane),
Tetrachloroethene, ug/1
1,1,1-Trichloroethane, ug/1
Trichloroethylene, ug/1
Vinyl chloride, ug/1
Surro9ate -Bromochlorornethane
Date Analyzed
Dilution factor
Batch ID
85472-1
<l.0
<1.0
<1.0
<l. 0
ug/1 <2.0
<1.0
<1.0
<1.0
<1.0
82 'Ir
09.21.98
l.0
1B0921
85472-2
<1.0
<1.0
<1.0
<1.0
<2.0
<1.0
<1.0
<1.0
<l.0
95 'Ir
09.21.98
l.0
1B0921
09-10-98/1530
09-10-98/1530
09-10-98/1510
09-10-98/1500
85472-3
<l.0
<1.0
<1.0
<1.0
<2.0
<1.0
<1. o
<1.0
<1.0
93 'Ir
85472-4
<l.0
<1.0
<1.0
<1.0
<2. o
<1.0
<1.0
<1.0
<1.0
92 %
09.21.98
l.0
1B0921
09.21.98
1.0
1B0921
•
•
•
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 laRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO: S8-85472
Received: ll SEP 98
Reported: 22 SEP 98
REVISED 05 OCT 98
Client PO. No.: 190-00001-0l
Project: 115046-0l/MACON DOCKERY
Sampled By: Client
Code: l 7158105
Page 2
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
85472-l
85472-2
85472-3
85472-4
PARAMETER
Lower Dockery -Eff (LD)
Upper Dockery -Eff (UD)
Macon Source -Eff (UMS)
Macon Pad -Eff (MP)
Purgeable Aromatics (8020)
Benzene, ug/l
Toluene, ug/1
Total Xylenes, ug/1
Acetone, ug/1
Surrogate -a,a,a-Trifluorotoluene
Date Analyzed
Dilution factor
Batch ID
Suspended Solids (160.2)
Suspended Solids, mg/l
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Barium (6010)
Barium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
85472-l
<l. 0
<l.0
<3.0
<10
113 %-
09.21.98
l. 0
lB092l
<5.0
09.ll.98
09 .ll .9'8
l. 0
09llC
<50
09.14.98
09.15.98
l. 0
0914H
85472-2
<l.0
<l.0
<3.0
<l0
100 %
09.21.98
l.0
1B0921
<5.0
09.ll.98
09.ll.98
l.0
09llC
58
09.14.98
09.15.98
l.0
0914H
09-10-98/1530
09-10-98/1530
09-10-98/1510
09-10-98/1500
85472-3
<l.0
<l.0
<3.0
<10
100 %
09.21.98
l. 0
lB092l
33
09.ll.98
09.ll.98
l.0
09llC
200
09.14.98
09.15.98
l.0
09l4H
854 72-4
<l.0
<l.0
<3.0
<l0
107 %
09.21.98
l.0
lB092l
<5.0
09.ll.98
09.ll.98
l.0
09llC
<50
09.14.98
09.15.98
l.0
0914H
•
•
•
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S8·85472
Received: 11 SEP 98
Reported: 22 SEP 98
REVISED 05 OCT 98
Client PO. No.: 190-00001·01
Project: 115046·01/MACON DOCKERY
Sampled By: Client
Code: 17158105
REPORT OF RESULTS Page 3
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
------------------------------------------------------------------------------------
85472·1
85472•2
85472·3
85472•4
Lower Dockery· Eff (LD)
Upper Dockery• Eff (UD)
Macon Source• Eff (UMS)
Macon Pad· Eff (MP)
09·10·98/1530
09·10-98/1530
09·10·98/1510
09·10·98/1500
------------------------------------------------------------------------------------
PARAMETER
Manganese (6010)
Manganese, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Chromium (6010)
Chromium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Beryllium (6010)
Beryllium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID.
----------
----------
854 72 · l
----------
<5.0
09.14.98
09.15.98
1.0
0914H
<10
09.14.98
09.15.98
1.0
0914H
<5.0
09.14.98
09.15.98
1.0
0914H
----------
85472·2 ----------
<5.0
09.14.98
09.15.98
1.0
0914H
11
09.14.98
09.15.98
1.0
0914H
<5.0
09.14.98
09.15.98
1.0
0914H
----------
85472·3 85472·4
--------------------
56 6.7
09.14.98 09.14.98
09.15.98 09.15.98
1.0 1.0
0914H 0914H
<10 <10
09.14.98 09.14.98
09.15.98 09.15.98
1.0 1.0
0914H 0914H
<5. o <5.0
09.14.98 09.14.98
09.15.98 09.15.98
1.0 1.0
0914H 0914H
--------------------
•
•
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S8-85472
Received: 11 SEP 98
Reported: 22 SEP 98.
REVISED 05 OCT 98
Client PO. No.: 190-00001·01
Project: 115046·01/MACON DOCKERY
Sampled By: Client
Code: 17158105
REPORT OF RESULTS Page 4
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
85472-1
85472-2
85472-3
85472-4
Lower Dockery· Eff (LD)
Upper Dockery· Eff (UD)
Macon Source· Eff (UMS)
Macon Pad -Eff (MP)
PARAMETER
Nickel (6010)
Nickel, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Vanadium (6010)
Vanadium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Cadmium (7131)
Cadmium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID ----------
85472-1
<40
09.14.98
09.15.98
1.0
0914H
<50
09.14.98
09.15.98
1.0
0914H
<0.30
09.14.98
09.17.98
1. 0
0914J
----------
85472-2
<40
09.14.98
09.15.98
1.0
0914H
<50
09.14.98
09.15.98
1.0
0914H
<0.30
09.14.98
09.17.98
1.0
0914J
----------
09-10-98/1530
09-10-98/1530
09-10-98/1510
09-10-98/1500
85472-3 854 72-4
<40 <40
09.14.98 09.14.98
09.15.98 09.15.98
1.0 1.0
0914H 0914H
<SO <50
09.14.98 09.14.98
09.15.98 09.15.98
1.0 1.0
0914H 0914H
<0.30 <0.30
09.14.98 09.14.98
09.17.98 09.17.98
1.0 1.0
0914J 0914J
----------

-
-
-
-
-
-
-
-
-
-
•
•
•
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S8-85472
Received: 11 SEP 98
Reported: 22 SEP 98
REVISED 05 OCT 98
Client PO. No.: 190-00001-01
Project: 115046-01/MACON DOCKERY
Sampled By: Client
Code: 17158105
REPORT OF RESULTS Page 5
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
85472-1
85472-2
85472-3
85472-4
Lower Docke:cy -Eff (LD)
Upper Docke:cy -Eff (UD)
Macon Source -Eff (UMS)
Macon Pad -Eff (MP)
PARAMETER
Lead (7421)
Lead, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Antimony (7041)
Antimony, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Zinc (6010)
Zinc, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
----------
----------
85472-1
----------
<3 .o
09.14.98
09.15.98
1.0
0914J
<10
09.15.98
09.17.98
1.0
0915J
<20
09.14.98
09.14.98
1. 0
0914H
----------
85472-2 ----------
<3. 0
09.14.98
09.15.98
1. 0
0914J
<10
09.15.98
09.17.98
1.0
0915J
<20
09.14.98
09.14.98
1.0
0914H
----------
09-10-98/1530
09-10-98/1530
09-10-98/1510
09-10-98/1500
85472-3 85472-4
--------------------
<3.0 <3 .0
09.14.98 09.14.98
09.15.98 09.15.98
1.0 1.0
0914J 0914J
<10 <10
09.15.98 09.15.98
09.17.98 09.17.98
1.0 1.0
0915J 0915J
<20 <20
09.14.98 09.14.98
09.14.98 09.14.98
1.0 1.0
0914H 0914H
--------------------
•
•
•
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
Mr. Steve Irrninger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S8-85472
Received: 11 SEP 9 8.
Reported: 22 SEP 98
REVISED 05 OCT 98
Client PO. No.: 190-00001-01
Project: 115046-01/MACON DOCKERY
Sampled By: Client
Code: 17158105
REPORT OF RESULTS Page 6
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
85472-5 Trip Blank
PARAMETER
Purgeable Halocarbons (8010)
Chloroform, ug/1
1,1-Dichloroethane, ug/1
1,1-Dichloroethene, ug/1
Cis/Trans-1,2-Dichloroethene, ug/1
Methylene chloride (Dichloromethane), ug/1
Tetrachloroethene, ug/1
l,1,1-Trichloroethane, ug/1
Trichloroethylene, ug/1
Vinyl chloride, ug/1
Surrogate -Bromochloromethane
Date Analyzed
Dilution factor
Batch ID
Purgeable Aromatics (8020)
Benzene, ug/1
Toluene, ug/1
Total Xylenes, ug/1
Acetone, ug/1
Surrogate -a,a,a-Trifluorotoluene
Date Analyzed
Dilution factor
Batch ID
85472-5
<1.0
<1.0
<l. 0
<1.0
<2.0
<1.0
<1.0
<1.0
<1.0
71 %
09.21.98
1.0
1B0921
<1.0
<1.0
<3.0
<10
127 %
09.21.98
1.0
1B0921
•
•
•
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue• Savannah. GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO: S8-85472
Received: 11 SEP 98
Reported: 22 SEP 98
REVISED 05 OCT 98
Client PO. No.: 190-00001-01
Project: 115046-01/MACON DOCKERY
Sampled By: Client
Code: 17158105
Page 7
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
------------------------------------------------------------------------------------
85472-6
85472-7
85472-8
85472-9
85472-10
Method Blank
Reporting Limit (RL)
Lab Control Standard Result
Lab Control Standard Duplicate Result
Expected Value, LCS/LCSD
PARAMETER 85472-6 85472-7 85472-8 85472-9 85472-10
Purgeable Halocarbons (8010)
Chloroform, ug/1
1,1-Dichloroethane, ug/1
1,1-Dichloroethene, ug/1
Cis/Trans-1,2-Dichloroethene,
Methylene chloride
(Dichloromethane), ug/1
Tetrachloroethene, ug/1
1,1,1-Trichloroethane, ug/1
Trichloroethylene, ug/1
Vinyl chloride, ug/1
<1.0
<1.0
<1.0
ug/1 <1.0
<2.0
<1.0
<1.0
<l. 0
<1.0
Surr~gate -Bromochloromethane 76 %
Date Analyzed 09.21.98
Dilution factor 1.0
Batch ID 1B0921
1.0
1. 0
1. 0
1.0
2.0
1.0
1.0
1. 0
1. 0
16
19
95 %-
09.21.98
1.0
1B0921
18
20
104 %
09.21.98
1.0
2B0921
20
20
•
•
•
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S8·85472
Received: 11 SEP 98
Reported: 22 SEP 98
REVISED 05 OCT 98
Client PO. No.: 190-00001-01
Project: 115046-01/MACON DOCKERY
Sampled By: Client
Code: 17158105
REPORT OF RESULTS Page 8
DATE/
LOG NO
85472·6
85472-7
85472-8
85472-9
85472-10
SAMPLE DESCRIPTION QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
Method Blank
Reporting Limit (RL)
Lab Control Standard Result
Lab Control Standard Duplicate Result
Expected Value, LCS/LCSD
PARAMETER 85472-6 85472-7 85472-8 85472-9 85472-10
Purgeable Aromatics (8020)
Benzene, ug/1
Toluene, ug/1
Total Xylenes, ug/1
Acetone, ug/1
Surrogate -
a,a,a-Trifluorotoluene
Date Analyzed
Dilution factor
Batch ID
Suspended Solids (160.2)
Suspended Solids, mg/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
<l. 0 1. 0
<l. 0 1.0
<3.0 3.0
<10 10
103 %
09.21.98
1.0
1B0921
<5.0 5.0
09.11.98
09.11.98
1.0
0911C
--------------------
17 18 20
17 18 20
460 450 400
101 % 95 %
09.21.98 09.21.98
1.0 1.0
1B0921 2B0921
104 99 100/100
09.11.98 09.11.98
09.11.98 09.11.98
1.0 1.0
0911C 0911C
------------------------------
•
•
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S8-85472
Received: 11 SEP 98.
Reported: 22 SEP 98
REVISED 05 OCT 98
Client PO. No.: 190-00001-01
Project: 115046-01/MACON DOCKERY
Sampled By: Client
Code: 17158105
REPORT OF RESULTS Page 9
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
------------------------------------------------------------------------------------
Method Blank
Reporting Limit (RL)
Lab Control Standard Result
85472-6
85472-7
85472-8
85472-9
85472-10
Lab Control Standard Duplicate Result
Expected Value, LCS/LCSD
PARAMETER
Barium (6010)
Barium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Manganese (6010)
Manganese, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Chromium (6010)
Chromium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
85472-6
----------
<50
09.14.98
09.15.98
1.0
0914H
<5.0
09.14.98
09.15.98
1.0
0914H
<10
09.14.98
09.15.98
1.0
0914H
----------
85472-7
----------
50
5.0
10
----------
85472-8 85472-9 85472-10
---------- --------------------
2170 2180 2000
09.14.98 09.14.98
09.15.98 09.15.98
1. 0 1.0
0914H 0914H
530 534 500
09.14.98 09.14.98
09.15.98 09.15.98
1. 0 1.0
0914H 0914H
218 219 200
09.14.98 09.14.98
09.15.98 09.15.98
1.0 1. 0
0914H 0914H
---------- --------------------
•
•
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S8-85472
Received: 11 SEP 98
Reported: 22 SEP 98
REVISED 05 OCT 98
Client PO. No.: 190-00001-01
Project: 115046-01/MACON DOCKERY
Sampled By: Client
Code: 17158105
REPORT OF RESULTS Page 10
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
85472-6
85472-7
85472-8
85472-9
85472-10
Method Blank
Reporting Limit (RL)
Lab Control Standard Result
Lab Control Standard Duplicate Result
Expected Value, LCS/LCSD
PARAMETER 85472-6 85472-7 85472-8 85472-9 85472-10
Beryllium (6010)
Beryllium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Nickel (6010)
Nickel, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Vanadium ( 6010)
Vanadium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
<5.0
09 .14. 98
09.15.98
1.0
0914H
<40
09.14.98
09.15.98
1. 0
0914H
<50
09.14.98
09.15.98
1. 0
0914H
----------
5.0
40
so
----------
50.9 51.1 50.0
09.14.98 09.14.98
09.15.98 09.15.98
1.0 1.0
0914H 0914H
513 516 500
09.14.98 09.14.98
09.15.98 09.15.98
1.0 1.0
0914H 0914H
502 sos 500
09.14.98 09.14.98
09.15.98 09.15.98
1. 0 1.0
0914H 0914H
------------------------------
•
•
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: SB-85472
Received: 11 SEP 98
Reported: 22 SEP 99·
REVISED 05 OCT 98
Client PO. No.: 190-00001-01
Project: 115046-01/MACON DOCKERY
Sampled By: Client
Code: 17158105
REPORT OF RESULTS Page 11
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
85472-6
85472-7
85472-8
85472-9
85472-10
Method Blank
Reporting Limit (RL)
Lab Control Standard Result
Lab Control Standard Duplicate Result
Expected Value, LCS/LCSD
PARAMETER 85472-6 85472-7 85472-8 85472-9 85472-10
Cadmium (7131)
Cadmium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Lead (7421)
Lead, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Antimony (7041)
Antimony, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
<0.30 0.30
09.14.98
09.17.98
1.0
0914J
<3.0 3.0
09.14.98
09.15.98
1.0
0914J
<10 10
09.15.98
09.17.98
1.0
0915J
--------------------
4.15 4.50 5.00
09.14.98 09.14.98
09.17.98 09.17.98
1.0 1.0
0914J 0914J
45.8 44.6 50.0
09.14.98 09.14.98
09.15.98 09.15.98
1. 0 1. 0
0914J 0914J
44.2 45.2 50.0
09.15.98 09.15.98
09.17.98 09.17.98
1.0 1. 0
0915J 091SJ
------------------------------
•
•
•
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO: S8-85472
Received: 11 SEP 98
Reported: 22 SEP 98
REVISED 05 OCT 98
Client PO. No.: 190-00001-01
Project: 115046-01/MACON DOCKERY
Sampled By: Client
Code: 17228105
Page 12
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
Method Blank
Reporting Limit (RL)
85472-6
85472-7
854 72-8
85472-9
85472-10
Lab Control Standard Result
Lab Control Standard Duplicate Result
Expected Value, LCS/LCSD
PARAMETER
Zinc (6010)
Zinc, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
85472-6 85472-7
<20 20
09.14.98
09.14.98
1.0
0914H
85472-8
534
09.14.98
09.14.98
1.0
0914H
85472-9
537
09.14.98
09.14.98
1.0
0914H
85472-10
500/500
•
•
•
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO: S8-85472
Received: 11 SEP 98.
Reported: 22 SEP 98
REVISED 05 OCT 98
Client PO. No.: 190-00001-01
Project: 115046-01/MACON DOCKERY
Sampled By: Client
Code: 17158105
Page 13
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
85472-11
85472-12
LCS/LCSD % Recovery
LCS Accuracy Control Limit (%R)
PARAMETER 85472-11 85472-12
Purgeable Halocarbons (8010)
1,1-Dichloroethene, ug/1
Trichloroethylene, ug/1
Purgeable Aromatics (8020)
Benzene, ug/1
Toluene, ug/1
Suspended Solids (160.2)
Suspended Solids, mg/1
Barium (6010)
Barium, ug/1
Manganese (6010)
Manganese, ug/1
Chromium ( 6010)
Chromium, ug/1
Beryllium (6010)
Beryllium, ug/1
Nickel (6010)
Nickel, ug/1
Vanadium (6010)
Vanadium, ug/1
Cadmium (7131)
Cadmium, ug/1
Lead (7421)
Lead, ug/1
--------------------
80/91 %
94/101 %-
87 /90 %
87/89 %-
104 /99 %
105/106 %
105/106 %-
104/104 %
102/102 %-
102/103 %-
100/100 %
83/90 %-
91/88 %-
----------
38-164 %
63-121 %-
56-144 \-
67-124 %-
80-120 %-
75-125 %
75-125 %-
75-125 %-
75-125 %
75-125 %-
75-125 %
80-120 %-
80-120 %-
--------------------
•
•
•
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue • Savannah. GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S8·85472
Received: 11 SEP 98
Reported: 22 SEP 98
REVISED 05 OCT 98
Client PO. No.: 190-00001-01
Project: 115046-01/MACON DOCKERY
Sampled By: Client
Code: 17228105
REPORT OF RESULTS Page 14
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
----------- -------------------------------------------------- ----------- --- ---------
85472-11
854 72-12
LCS/LCSD % Recovery
LCS Accuracy Control Limit (%R) ------------------------------------------------------------------------------------
PARAMETER 854 72 · 11 854 72 -12
Antimony (7041)
Antimony, ug/1
Zinc (6010)
Zinc, ug/1
Methods: EPA SW-846, Update III.
Methods: EPA 40 CFR Part 136
88/90 %
107/107 %
Final Page Of Report
80-120 '1r
75-125 '1r
• • •
Serial Number 13 3 8 7 1 SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES. INC.
ANALYSIS REQUEST AND CHAIN OF CUSTODY RECORD
PROJECT REFERENCE PROJECT NO. P.O.NUMBER.
N\i.ul\-'Dc-<-t'. .. u~ jpo.l/ ~ PROJECTLOC. S,rt;;ER(~) NAME,..,,_,. (Slale) /~ (,')/1 .!. "' ,.,,.,,'!:. 7 VI N~ ...-,,_I.. -:/V'I ·i, -~
CLIENT NAME ' CLIENT PROJECT MANAGER
CLIENT ADDRESS (Clri,.STATE, ZIP)
SAMPLE
DATE TIME
SL
NO.
TJ,,,11,J -~'1t~
SAMPLE IDENTIFICATION
-~/42 LaAoche Avenue, Savannah, GA 31404 3;~~6 lndustrial Plaza Drive, Tallahassee, FL 32301 D 414 SW 12th Avenue. Deerfield Beach, Fl 33442 D 900 Lakeside Drive, Mobile, AL 36693 D 6712 Benjamin Road, Suite 100, Tampa, FL 33634 D 100 Alpha Drive, Suite 110, Destrehan. LA 70047
MATRIX
Phone: [phone]
Phone: [phone]
Phone: [phone]
Phone: [phone]
Phone: [phone]
Phone: [phone]
TYPE .,,__REQUIRED ANALYSES
I
I
Fax: [phone]
Fax: [phone]
Fax: [phone]
Fax: [phone]
Fax: (813) 885· 7049
Fax: [phone]
PAGE I loF I
JS. l<l Vn_,,_. ,,✓ tc/<i ' cf/ UiJ 3 I l j
l--+-+----+-+:4=--===-"1----"'--~-...::'....:.:'.. __ .J.-11-l--l--l---~-l-__:_-l~-l---l---l---1---1--l---l---+---------1
z 1-+-t--"1s::...:-'-10=-+-+--'-/Yl-'-"'1.u~..,_c
:
S
.
,
:
:
_
_✓,,,..::u""~'-__,Ge:.-fl":_c___..1.u,_,M~:S,c__--1--1-1--1--~-1-.2..~-1-L' -+--'--'+---1----1----4---1---1---+--+---------1 <= t--t---t-1s_:0_6+--+--'-{Y)----"~=,....,-'---'';:1'-="'"",1'---'G=--.:...f.f.:___i,_:_:IV\P ___ +1-1--++-1--"~c_i-'-l -+--'--'+---l----l~--l--+--1---+--+---------I ~ ·1t,-, 3/..:,,L 3
,
I
'
TIME RELINOY/SHED BY: (SIGNATURE)
U· 1-..... ~
DATE TIME RELINOUISHED BY (SIGNATURE)
<'1f.tht J~M
DATE TIME
TIME l)?P.EL TIME RECEIVED BY: (SIGNATURE) 'ri!ff/fc~r 1<,_ DATE TIME
:r, .·
:;iz{;;/:f: ~if:~}: · :,mA
@;N([)E~R
~fitJ:;)f ec;;;it', .}if~
JAMES B. HUNT JR;':'.-'!., .. ,:' ,, . ~
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WASTE MANAGEMENT
September 22, 1998
. GoVERNOR ;!;;, ;;,/:,._, \t2t :' .· ',\, Ms. Giezeile Bennett
Remedial Project Manager
Superfund Branch
Waste Management Division
US EPA Region IV
61 Forsyth Street, 11 'h Floor
Atlanta, Georgia 30303
RE: Monthly Progress and O&M Report -August 1998
Macon/Dockery NPL Site
Cordova, Richmond County
Dear Ms. Bennett:
The Superfund Section of the North Carolina Department of Environment and Natural
Resources (NC DENR) has received and reviewed the Monthly Progress and O&M
Report -August 1998 for the Macon/Dockery National Priority List (NPL) Site. The
Superfund Section offers the attached comments.
The Superfund Section of the NC DENR appreciates the opportunity to comment on
this document. If you have any questions or comments, please feel free to call me at
(9 I 9) 733-2801, extension 349.
Sincerely,
/)J l>/t(.;tt51
David B. Mattison, CHMM
Environmental Engineer
NC Superfund Section
401 OBERLIN ROAD, SUITE 150, RALEIGH, NC 27605
PHONE 919•733•4996 FAX 919·715-3605
AN EQUAL OPPORTUNITY/ AFFIRMATIVE ACTION EMPLOYER· 50% RECYCLED/10% POST•CONSUMER PAPER
Ms. Giezelle Bennett
• September 22, 1998
Page 1
•
•
MONTHLY PROGRESS AND O&M REPORT-AUGUST 1998
Results of Sampling and Testing and Other Data Received
1. The monthly average discharge rate for the Lower Dockery groundwater remediation
system does not agree with the total monthly discharge and the operational percentage
provided for the groundwater remediation system. Please clarify this discrepancy.
Table 1 Groundwater Quality Summary -Upper Dockery
2. Table 1 indicates that the Upper Dockery influent sample collected on August 7, 1998 was
not analyzed for suspended solids content. However, laboratory documentation indicates
that the Upper Dockery influent sample contained no detectable concentrations of
suspended solids at a laboratory quantitation limit of 5.0 milligrams per liter (mg/I). Please
clarify this discrepancy.
3. Table 1 indicates that the Upper Dockery effluent sample collected on November 13, 1997
contained no detectable concentrations of total xylenes and acetone at laboratory
quantitation limits of 1.0 micrograms per liter (µg/1) and 1.0 µg/1, respectively. However,
laboratory documentation indicates that the Upper Dockery effluent sample contained no
detectable concentrations of total xylenes and acetone at laboratory quantitation limits of
3.0 µg/1 and 10.0 µg/1, respectively. Please clarify this discrepancy.
4. Table 1 indicates that the Upper Dockery effluent sample collected on December 5, 1997
contained no detectable concentrations of total xylenes and acetone at laboratory
quantitation limits of 1.0 µg/1 and 1.0 µg/1, respectively. However, laboratory
documentation indicates that the Upper Dockery effluent sample contained no detectable
concentrations of total xylenes and acetone at laboratory quantitation limits of 3. 0 µg/1 and
10.0 µg/1, respectively. Please clarify this discrepancy.
5. Table 1 indicates that the Upper Dockery effluent sample collected on November 13, 1997
contained 55.6 µg/1 barium. However, laboratory documentation indicates that the Upper
Dockery effluent sample contained 67.9 µg/1 barium. Please clarify this discrepancy.
Table 2 Groundwater Quality Summary -Lower Dockery
6. Table 2 indicates that the Lower Dockery effluent sample collected on March 5, 1998
contained no detectable concentrations of methylene chloride at a laboratory quantitation
limit of 1.0 µg/1. However, laboratory documentation indicates that the Lower Dockery
effluent sample contained no detectable concentrations of methylene chloride at a
laboratory quantitation limit of2.0 µg/1. Please clarify this discrepancy .
Ms. Giezelle Bennett
• September 22, 1998
Page2
•
•
7. Table 2 indicates that the Lower Dockery effluent sample collected on April 3, 1998
contained no detectable concentrations of methylene chloride at a laboratory quantitation
limit of 1.0 µg/1. However, laboratory documentation indicates that the Lower Dockery
effluent sample contained no detectable concentrations of methylene chloride at a
laboratory quantitation limit of2.0 µg/1. Please clarify this discrepancy.
8. Table 2 indicates that the Lower Dockery effluent sample collected on December 5, 1997
was not analyzed for zinc content. However, laboratory documentation indicates that the
Lower Dockery effluent sample contained no detectable concentrations of zinc at a
laboratory quantitation limit of 20 µg/1. Please clarify this discrepancy.
Table 4 Groundwater Quality Summary -Upper/Lower Macon System
9. Table 4 indicates that the Lower Macon system influent sample collected on August 7,
1998 contained 35 µg/1 trichloroethylene. However, laboratory documentation indicates
that the Lower Macon system effluent sample contained 3.5 µg/1 trichloroethylene. Please
clarify this discrepancy.
10 . ' Table 4 indicates that the Upper/Lower Macon system effluent sample collected on May 7,
1998 contained no detectable concentrations of suspended solids at a laboratory detection
limit of 5.0 mg/I. However, laboratory documentation indicates that the Upper/Lower
Macon system effluent sample collected on May 7, 1998 was not analyzed for suspended
solids content. Please clarify this discrepancy.
Table 5 Groundwater Quality Summary
11. Table 5 indicates that the groundwater sample collected from the groundwater monitoring
well MW-15 on February 5, 1998 contained 0.7 µg/1 mercury. However, laboratory
documentation indicates that the MW-15 groundwater sample contained 0.66 µg/1
mercury. Please clarify this discrepancy.
12. Table 5 indicates that the groundwater sample collected from the groundwater monitoring
well MW-15 on May 6, 1998 contained 0.8 µg/1 mercury. However, laboratory
documentation indicates that the MW-15 groundwater sample contained 0. 76 µg/1
mercury. Please clarify this discrepancy.
13. Table 5 indicates that the duplicate groundwater sample (DUP-1) collected from the
groundwater monitoring well MW-15 on February 5, I 998 contained 0.6 µg/1 mercury.
However, laboratory documentation indicates that the MW-I 5 duplicate groundwater
sample contained 0.63 µg/1 mercury. Please clarify this discrepancy .
•
•
•
Ms. Giezelle Bennett
September 22, 1998
Page 3
14. Table 5 indicates that groundwater sample collected from groundwater monitoring well
MW-2A on August 7, 1998 was not analyzed for suspended solids content. However,
laboratory documentation indicates that the MW-2A groundwater sample contained no
detectable concentrations of suspended solids at a laboratory quantitation limit of 5.0 mg/I.
Please clarify this discrepancy.
15. Table 5 indicates that duplicate groundwater sample (DUP 2) collected from groundwater
monitoring well MW-2A on August 7, 1998 was not analyzed for suspended solids
content. However, laboratory documentation indicates that the DUP 2 duplicate
groundwater sample contained no detectable concentrations of suspended solids at a
laboratory quantitation limit of 5.0 mg/I. Please clarify this discrepancy.
16. Table 5 indicates that duplicate groundwater sample (DUP I) collected from groundwater
monitoring well.MW-9 on August 7, 1998 was not analyzed for suspended solids content.
However, laboratory documentation indicates that the DUP I duplicate groundwater
sample contained 34 mg/I suspended solids. Please clarify this discrepancy.
17. Table 5 indicates that groundwater sample collected from groundwater monitoring well
MW-19 on August 7, 1998 was not analyzed for suspended solids content. However,
laboratory documentation indicates that the MW-2A groundwater sample contained 15
mg/I suspended solids. Please clarify this discrepancy.
Table 6 Air Quality Summary
18. The results of the air sampling conducted at the Upper/Lower Air Stack on August 7,
1998 were inadvertently omitted from Table 6. Please correct this oversight.
19. The results of the air sampling conducted along the property line on May 7, 1998 were
inadvertently omitted from Table 6. Please correct this oversight.
20. The results of the air sampling conducted along the property line on August 7, 1998 were
inadvertently omitted from Table 6. Please correct this oversight.
Table 7 Groundwater Level Data
21. The corrected groundwater elevation given for May 5, 1998 for groundwater monitoring
well MW-18 is 212.28 feet above mean sea level (ft, msl). However, given a surveyed
well casing of242.54 ft, msl and a depth to groundwater of36.90 ft, the corrected
groundwater elevation should be 205.64 ft, msl. Please clarify this discrepancy .
•
•
•
Ms. Giezelle Bennett
September 22, 1998
Page 4
22. The corrected groundwater elevation given for August 5, 1998 for groundwater
monitoring well MW-18 is 205.64 ft, msl. However, given a surveyed well casing of
242.54 ft, ms] and a depth to groundwater of 42.56 ft, the corrected groundwater
elevation should be 199.98 ft, msl. Please clarify this discrepancy.
23. The corrected groundwater elevation given for August 6, 1998 for groundwater
monitoring well MW-22 is 122.33 ft, msl. However, given a surveyed well casing of
128.25 ft, ms] and a depth to groundwater of 6.46 ft, the corrected groundwater elevation
should be 121. 79 ft, msl. Please clarify this discrepancy.
24. The corrected groundwater elevation given for August 6, 1998 for groundwater
monitoring well LM-3 is 33.24 ft, msl. However, given a surveyed well casing of 157.09
ft, ms] and a depth to groundwater of33.48 ft, the corrected groundwater elevation
should be 123.61 ft, msl. Please clarify this discrepancy.
Table 8 Summary of Mass VOC Removal Estimates
25. The August 1998 data for the Upper Dockery, Lower Dockery, Macon Source Area and
Upper/Lower Macon groundwater remediation systems was inadvertently omitted from
Table 8. Please correct these oversights.
26. Table 8 indicates that the Upper/Lower Macon flow meter reading for May 1998 totaled
876,945 gallons. This information agrees with the data presented in Table 8 of the
Monthly Progress and O&M Report -May 1998 (May 1998 Report) and Table 8 of the
Annual Summary Status Report -June 1997 to June 1998. However, the section entitled,
Results of Sampling and Testing and Other Data Received, of the May 1998 Report
indicates that the Upper/Lower Macon system had a total discharge of875,945 gallons for
May 1998. Please clarify this discrepancy .
,,
" f
;_ .. ~11F': ~-, ; f, ., \
/,--\x \~
f I 'i', ¥ ~ ~. / ,,1·:,-,· , ...
~-·-·""""' '
Ms. Giezelle Bennett
Remedial Project Manager
Superfund Branch
Waste Management Division
US EPA Region IV
6 I Forsyth Street, I I th Floor
Atlanta, Georgia 3 03 03
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WASTE MANAGEMENT
August 20, 1998
RE: Monthly Progress and O&M Report -July 1998
Macon/Dockery NPL Site
Cordova, Richmond County
Dear Ms. Bennett:
The Superfund Section of the North Carolina Department of Environment and Natural
Resources (NC DENR) has received and reviewed the Monthly Progress and O&M
Report -July 1998 for the Macon/Dockery National Priority List (NPL) Site. The
Superfund Section offers the attached comments.
The Superfund Section of the NC DENR appreciates the opportunity to comment on
this document. If you have any questions or comments, please feel free to call me at
[phone], extension 349.
Attachment
Sincerely,
•;)JZ(,~e-HH.~
David B. Mattison, CHMM
Environmental Engineer
NC Superfund Section
401 OBERLIN ROAD, SUITE 150, RALEIGH, NC 27605
PHONE 919-733·4996 FAX [phone]
AN EQUAL OPPORTUNITY/ AFFIRMATIVE ACTION EMPLOYER· 50% RECYCLED/10% POST-CONSUMER PAPER
•
•
Ms. Giezelle Bennett
August 20, 1998
Page 1
MONTHLY PROGRESS AND O&M REPORT-JULY 1998
Results of Sampling and Testing and Other Data Received
I. The last sentence of the third item in this section should state "the results are summarized
in Table 6." Please correct this oversight.
2. The last item in this section states that the Lower Macon groundwater remediation system
was operational 100% of July 1998. However, the fourth item in the section entitled,
Problems and Delays, indicates that the Lower Macon groundwater remediation system
was operational 90% of July 1998. Please clarify this discrepancy.
3. The monthly average discharge rate for the Upper Dockery groundwater remediation
system does not agree with the total monthly discharge and the operational percentage
provided for the groundwater remediation system. Please clarify this discrepancy.
Table 1 Groundwater Quality Summary -Upper Dockery
4. Table 1 indicates that the Upper Dockery effluent sample collected on November 13, 1997
contained no detectable concentrations of total xylenes and acetone at laboratory
quantitation limits of 1.0 micrograms per liter (µg/1) and 1.0 µg/1, respectively. However,
laboratory documentation indicates that the Upper Dockery effluent sample contained no
detectable concentrations of total xylenes and acetone at laboratory quantitation limits of
3.0 µg/1 and 10.0 µg/1, respectively. Please clarify this discrepancy.
5. Table I indicates that the Upper Dockery effluent sample collected on December 5, 1997
contained no detectable concentrations of total xylenes and acetone at laboratory
quantitation limits of 1.0 µg/1 and 1.0 µg/1, respectively. However, laboratory
documentation indicates that the Upper Dockery effluent sample contained no detectable
concentrations of total xylenes and acetone at laboratory quantitation limits of3.0 µg/1 and
10.0 µg/1, respectively. Please clarify this discrepancy.
6. Table I indicates that the Upper Dockery effluent sample collected on November 13, 1997
contained 55.6 µg/1 barium. However, laboratory documentation indicates that the Upper
Dockery effluent sample contained 67.9 µg/1 barium. Please clarify this discrepancy.
•
•
•
Ms. Giezelle Bennett
August 20, 1998
Page 2
Table 2 Groundwater Quality Summary -Lower Dockery
7. Table 2 indicates that the Lower Dockery effluent sample collected on March 5, 1998
contained no detectable concentrations of methylene chloride at a laboratory quantitation
limit of 1.0 µg/1. However, laboratory documentation indicates that the Lower Dockery
effluent sample contained no detectable concentrations of methylene chloride at a
laboratory quantitation limit of2.0 µg/1. Please clarify this discrepancy.
8. Table 2 indicates that the Lower Dockery effluent sample collected on April 3, 1998
contained no detectable concentrations of methylene chloride at a laboratory quantitation
limit of 1.0 µg/1. However, laboratory documentation indicates that the Lower Dockery
effluent sample contained no detectable concentrations of methylene chloride at a
laboratory quantitation limit of2.0 µg/1. Please clarify this discrepancy.
9. Table 2 indicates that the Lower Dockery effluent sample collected on December 5, 1997
was not analyzed for zinc content. However, laboratory documentation indicates that the
Lower Dockery effluent sample contained no detectable concentrations of zinc at a
laboratory quantitation limit of20 µg/1. Please clarify this discrepancy .
Table 4 Groundwater Quality Summary -Upper/Lower Macon System
10. Table 4 indicates that the Upper/Lower Macon system effluent sample collected on May 7,
1998 contained no detectable concentrations of suspended solids at a laboratory detection
limit of 5.0 milligrams per.liter (mg/I). However, laboratory documentation indicates that
the Upper/Lower Macon system effluent sample collected on May 7, 1998 was not
analyzed for suspended solids content. Please clarify this discrepancy.
Table 5 Summary of Mass VOC Removal Estimates
11. Table 5 indicates that the Upper/Lower Macon flow meter reading for May 1998 totaled
875,945 gallons. This information agrees with the data presented in the section entitled,
Results of Sampling and Testing and Other Data Received, of the Monthly Progress and
O&M Report -May 1998 (May 1998 Report). However, Table 8 of the May 1998
Report and Table 8 of the Annual Summary Status Report -June 1997 to June 1998
indicate that the Upper/Lower Macon system had a total discharge of 876,945 gallons for
May 1998. Please clarify this discrepancy.
Table 6 Air Quality Summary
12. The results of the air sampling conducted along the property line on May 7, 1998 were
inadvertently omitted from Table 6. Please correct this oversight.
.,
•
•
•
MACON/DOCKERY SITE
CORDOVA, NORTH CAROLINA
MONTHLY PROGRESS AND
O&MREPORT
JULY 1998
REr:i:::1,1r::o
AUG 1 9 1998
SUPERFUNO SECTION
• Macon/Dockery Site
Richmond County, North Carolina
August 7, 1998
Ms. Giezelle Bennett .
Remedial Project Manager
US EPA, Region IV
61 Forsyth Street, S.W.
Atlanta, Georgia 30303-3104
Re: Macon/Dockery Site -Cordova, North Carolina
Monthly Progress and O & M Report -July 1998
Dear Ms. Bennett:
Reply to: Technical Committee
c/o David L. Jones
Ingersoll-Rand Company
114 Spencer Road
Cassopolis, Michigan
Phone: [phone]
Fax: [phone]
On behalf of the Macon/Dockery Site Group ("Group"), the July 1998 Monthly Progress and O &
M Report is herewith submitted in accordance with SECTION XV -PROGRESS REPORTS of the
Unilateral Administrative Order (effective date -June 30, 1992) for the Macon/Dockery Site. This
report describes activities which occurred during the month of June as part of the Remedial Action
• phase of this project.
•
PROJECT TASKS INITIATED OR COMPLETED THROUGH JULY 1998;
• Monthly effluent sampling of the remediation systems
• Continued O & M of systems.
RESULTS OF SAMPLING AND TESTING AND OTHER DAT A RECEIVED;
• Laboratory results for July sampling of the remediation systems are included in this progress
report. Tables 1 to 4 summarize the effluent analytical results for the four groundwater
treatment systems. All effluent concentrations are below the Remediation Performance
Standard except for the manganese concentration reported in the water sample collected from
the Macon Source system effluent port. According to the analytical report, the manganese
concentration for this sample was 110 ug/L. The Performance Standard for manganese is 50
ug/L.
• Water samples from the Upper Dockery Remedial System influent and effluent ports were
collected on July 9, 1998 to confirm an exceedance of 1, 1-dichloroethene (I, 1-DCE). The
samples were submitted to the laboratory for rush tum-around analysis. The effluent sample
collected July 9, 1998 was reported by the laboratory to be less than the detection lim.it. The
•
•
•
Ms. Giezelle Bennett
August 7, 1998
Page No. 2
reason for the June exceedance is suspected to be the result of the remediation system having
been not running shortly before the effluent sample was collected. As a result, the system
had not reached equilibrium when the sample was collected.
• Air samples were collected June 17, 1998 from the SVE vapor wells to satisfy the May 1998,
quarterly sampling requirements. The air samples were inadvertently not collected in May
by the field sampling personnel. The analytical results of the air samples were unavailable
for the June 1998 status report. The results are summarized in Table 5.
• Upper Dockery flow meter reading for July totaled 337,048 gallons. System was operational
71 % of the time averaging 7.55 gallons per minute (GPM). Mass VOC removal was 0.69
pounds for the month and the cumulative is 9 .41 pounds.
• Lower Dockery flow meter reading for July totaled 504,860 gallons. System was operational
90% of the time averaging 11.31 GPM. Mass voe removal was 0.24 pounds for the month
and the cumulative is 7.76 pounds.
• Macon Source Area flow meter reading for July totaled 329,835 gallons. System was
operational 90% of the time averaging 7.39 GPM. Mass voe removal was 0.38 pounds
for the month and the cumulative is 5.25 pounds. '
• Upper/Lower Macon flow meter reading for July totaled 776,195 gallons. The Upper Macon
system was operational 90% of the time in July. The Lower Macon system was operational
JOO% of the time in July. The combined system flow averaged 17.39 GPM. Mass voe
removal was 0.14 pounds for the month and the cumulative is 3.85 pounds.
TASKS PLANNED FOR AUGUST 1998:
• Quarterly sampling of the remediation systems influent and effluent
• Sampling of designated quarterly monitoring wells
• Air sampling of the remedial system offgas and at ttie property line
• Continue O &M of systems
•
•
•
Ms. Giezelle Bennett
August 7, 1998
Page No. 3
PROBLEMS AND DELAYS:
• July 3 -6, 1998 -All systems down because of a power outage which required manual
restart.
• July 7 -9, 1998 -The Upper Dockery system was down due to a high water level alarm in
the airstripper sump. The float switches in the sump were replaced and the system was
restarted.
• July 27 -30, 1998 -The Upper Dockery System was down because of a tripped circuit
breaker. Repairs were made to a seal on the electrical box and the system restarted.
• Percent operational for each system: Upper Dockery
Lower Dockery
Upper Macon
Lower Macon
Macon Source Area
SVE system
Respectfully
(_
JZ.-2>--ll--'..
David Jclv.es
Project Coordinator
cc: Macon/Dockery Site Group Members
Mike Profit, CDM Federal Programs
David Mattison, NC Super Fund Section
71%
90%
90%
90%
90%
90%
•
Sample Date
Location
UD Effluent 2/13/96 •
2/14/96 •
2/14/96 ·
2/15/96 ·
2/16/96 •
2/17/96 ·
2/22/96 ·
2/28/96 ·
3/8/96 .
4/3/96 ·
5/3/96 ·
6/5/96 ·
7/1/96 •
8/1/96 ·
9/4/96 ·
10/1/96 ·
lln/96 •
12/5/96 ·
1/6/97 ·
2/5/97 •
3/12/97 ·
4/8/97 •
5/14/97 •
616191,
7/2/97 •
8nl91•
9/5/97 ·
10/2/97,
ll/13/97.
12/5/97 ·
1/9/98 ·
2/5/98 ·
3/5/98 ·
4/3/98 ·
5nl98-
6/5/98 •
7/9/98 ·
Remediation Performance Standard
NA -Not Ana]yz:ed
Note: • Acetone confirmed by Method 8260
1,1 -Dichloroethane
(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
<1.0
<1.0
<1.0.
3500
• Table I
Groundwater Quality Summary
Upper Dockery
Macon/ Dockery Site
Richmond County, North Carolina
1, l -Dichloroethenc Cis/trans.:.1,2-Dichlorocthene Tettachloroethene
(ug/L) (ug/L) (ug/L)
<I.O <J.O <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<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
<l.O <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<l.O <1.0 <1.0
<LO <1.0 <1.0
<1.0 <1.0 <1.0
1.5 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<l.O <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<I.O <1.0 <I.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
<l.O <1.0 <l.O
25 <1.0 <1.0
<I.O . <1.0 <1.0
7 70
•
I, 1, I-Trichloroethane Trichloroetbylcne
(ug/L) (ug/L)
<J.O <1.0
<J.O <1.0
<1.0 <1.0
<J.O <1.0
<t.O <1.0
<I.O <1.0
<J.O <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<t.O <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<I.O <1.0
<I.O <1.0
<1.0 <1.0
<I.O <1.0
<I.O <1.0
<I.O <1.0
<I.O <1.0
<I.O <1.0
<1.0 <1.0
<1.0 <1.0
<J.O <1.0
<1.0 <1.0
<J.O <1.0
<1.0 <1.0
<J.O <1.0
<I.O <1.0
<1.0 <1.0
<1.0 <1.0
<J.O <1.0
5.5 <1.0
<1.0 <1.0 .
200 2.8
•
Sample Date
Location
UD Effluent 2/13/96 ,
2/14/96 ·
2/14/96 '
2/15/96'
2/16/96,
2/17/96,
2/22/96,
2/28/96 ,
3/8/96 '
4/3/96 ,
S/3/96 .
6/5/96 ·
7/1/96 ·
8/1/96,
9/4/96 .
10/1/96 •
11nt96'
12/5/96 ,
1/6/97
2/5/97 ,
3/12/97 ,
4/8/97 ,
S/14197 ,
6/6/97 ,
712197,
8nt97 ,
9/S/97 ,
10/2/97 ·
11/13197,
12/5/97 ,
1/9/98 ·
2/5/98 ·
3/5/98 ,
4/3/98,
S/7/98 ,
6/5/98 ·
7/9/98 ·
RcmediatJ.on Performance Standard
NA• Not Ana:lyzr:d
Note: • Acetone confirmed by Method 8260
Toluene Total Xylencs
(ug/L) (ug/L)
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
3.9 <3.0
<1.0 <3.0
<l.O <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 ~<J,0
<1.0 •to
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0' <3.0 .
1000 400
• Table 1 (Continued)
Groundwater Quality Summary
Upper Dockery
Macon/Dockery Site
Richmond County, North Carolina
Acetone Chromium Barium Manganese
(ug/L) (ug/L) (ug/L) (ug/L)
70' 16 71 40
35' IS 53 14
<10 II 56 12
<10 12 53 14
<IO <IO 53 II
<10 11 ss 12
<10 <10 <SO 8.3
<10 13 <SO 9.6
25 <IO <SO 6.9
28 11 so <S.O
52 <IO <SO <S.O
<10 <10 <SO <S.O
<10 <IO <SO <S.O
20 14 SI 7
<10 <10 ss <S.O
<10 <10 <SO S.9
<10 IS 59 <S.O
<10 12 54 5.1
<10 13 54 <S.O
<10 IS 61 S.9
<10 <10 69 <S.O
<IO <10 63 <S.O
<10 <10 60 7.2
<10 <10 52 <S.O
<10 <10 55 <S.O
<10 <10 <SO <S,O
<10 <IO llO S.2
<10 <10 SO.I b 1.1 <S.O ~ < ,o 12.1 @ 18.6
10 <10 <SO <S.O ,.
<10 11 <SO <S.O
<10 <10 <SO <S.O
<10 <10 <200 <IS
<10 <10 <200 S.2
<10 10 <SO <S.O
<10 <10 57 <S.O
<10 , <IO · SI · <S.O.
3500 so 1000 so
•
Zinc Lead Suspended Solids
(ug/L) (ug/L) (mg/L)
22 <3.0 14
<20 <3.0 II
<20 <3.0 <S.0
<20 <3.0 <S.O
<20 <3.0 <S.O
<20 <3.0 <S.O
<20 <3.0 <S.O
<20 <3.0 10
<20 <3.0 <S.O
<20 <3.0 s
<20 <3.0 <S.O
<20 <3.0 <S.O
<20 <3.0 <S.O
<20 <3.0 8
<20 <3.0 <S.O
<20 <3.0 <S.O
<20 <3.0 <S.O
<20 <3.0 <S.O
<20 <3.0 <S.O
<20 <3.0 <S.O
<20 <3.0 <S.O
<20 <3.0 <S.O
<20 <3.0 <S.O
<20 <3.0 <S.O
<20 <3.0 <S.O
<20 <3.0 <S.0
<20 <3.0 <S.O
<20 <3.0 <S.O
24.8 <3.0 <S.0
<20 <3.0 <S.O
<20 <3.0 <S.O
<20 <3.0 <S.O
<20 <3.0 <S.O
<20 <3.0 <S,O
<20 <3.0 <S.O
<20 <3.0 <S.O
<20 <3.0 <S.O,
sooo IS
,
•
Sample Date
Location
UD Influent 2113/96 ,
2113/96 •
2114/96 '
2114/96 '
2114/96 '
2114/96 ·
2115/96 '
2115/96,
2116/96 •
2117/96 ,
2117/96 ·
2122196 ·
2/22196 ·
2128196 '
2128196 ·
3/8196 '
413196 •
413196 ,
513196 ,
615/96,
7/1/96 ·
8/1/96 '
lln/96 ·
11/7/96 ·
215/97 ·
5/14/97 ,
8n/97 ,
11/13/97 •
215/98 ·
5/7/98 ·
7/9/98 •
Remedrnuon Perfonnance Standard
NA• Not Analyzed
Note: • Acetone confirmed by Method 8260
NS • Not Sampled
1, l -Dichloroethane
(ug/L)
4,8
7,7
4,3
6,5
4.4
4
4.5
5.5
7.5
5.7
5.5
5.4
4.9
6.4
6.8
5.2
3.6
3
4
2
2
6.1
<10
NA
<25
<J.O
<1.0
<2
<1.0
<5.0
<5,0-
3500
• Table I
Groundwater Quality Summary
Upper Dockery
Macon/ Dockery Site
Richmond County, North Carolina
1,1 -Dichloroethene Cis/trans-1,2-Dichlorocthenc T etrachlorocthene
(ug/L) (ug/L) (ug/L)
150E 1,3 L3
130 <LO <LO
89E 1.2 <1.0
100 <LO <1.0
120E L4 L3
110 <LO <1.0
l30E L2 1.4
140 2 <1.0
160 <LO <1.0
180E L7 2.1
120 <LO <1.0
150E L4 <1.0
96 <1.0 <1.0
200E L9 I
240 <LO <1.0
130'F35 L7 <1.0
160E I.I 1.6
92 <1.0 <1.0
130 <1.0 <1.0
110 <1.0 <1.0
77 <LO <1.0
220 <5.0 <5.0
240 <10 <10
NA NA NA
100 <25 <25
56 <1.0 <1.0
39 <1.0 <1.0
88 <2 <2
74 <LO <1.0
110 <5.0 <5.0
69 <5.0 <5.0,
7 70
•
l,l,l-Trich1oroethane Trichlorocthylcne
(ug/L) (ug/L)
54 8
33 <1.0
55 4.5
34 5,3
50 7.9
48 7.8
54 8.3 ·
56 8.6
64 10
62 9.4
42 6.4
52 5.7
48 5.5
19 5.3
50 <1.0
55 3.8
38 5.6
25 3.9
38 4.8
5.2 <1.0
25 3.6
52 5.7
54 <IO
NA NA
31 <25
16 3.5
13 2.2
16 4.2
18 7.3
24 <5.0
17 . <5.0 .
200 2.8
•
Sample Date
Location
UD Influent 2/13/96 ·
2/13/96 ·
2/14/96 ·
2/14/96'
2/14/96 ·
2/14/96,
2/15/96 ·
2/15/96 ·
2/16/96.
2/17/96,
2/17/96 ·
2/22/96,
2/22/96,
2/28/96,
2/28/96 •
3/8/96 ,
4/3/96 ·
4/3/96,
5/3/96 .
615196 ,
7/1/96 ·
8/1/96 ·
lln/96 •
lln/96 •
2/5/97 ,
5/14/97 •
8n/97 ·
11/13/97,
2/5/98 ,
5nl98 ,
7/9/98 •
Remed1abon Performance Standard
NA-Not Analyzed
Note: • Acetone confirmed by Method 8260
NS -Not Sampled
Toluene Total Xylenes
(ug/L) (ug/L)
3 3.1
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
2.8 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<LO <3.0
<1.0 <3.0
<1.0 <3.0
2.8 <3.0
<1.0 <3.0
<5.0 <15
<10 <30
NA NA
<25 <15
<1.0 <3.0
<1.0 <3.0
<2 <6
<1.0 <3.0
<5.0 <15
NS NS
1000 400
'able 1 (Continued)
Groundwater Quality Summary
Upper Dockery
Macon/Dockery Site
Richmond County, North Carolina
Acetone Chromium Barium Manganese
(ug/L) (ug/L) (ug/L) (ug/L)
<10 20 92 64
<IO <10 <50 <5.0
<10 12 53 14
<10 <10 <50 <5.0
<10 II 54 14
<10 <10 <50 <5.0
<10 19 81 53
<10 <10 <50 <5.0
<10 11 57 II
<10 <10 55 12
<IO <10 <50 <5.0
<10 13 <50 13
<10 <10 <50 <5.0
<10 11 <50 7.7
<10 <10 <50 <5.0
<10 <10 <50 <5.0
<10 11 52 <5.0
<10 <10 <50 <5.0
<10 16 58 <5.0
<10 <10 <50 <5.0
<10 <10 <50 <5.0
<50 II <50 5.5
2100 19 61 9.5
150' NA NA NA
<250 12 51 <5.0
<10 <10 58 5.3
<10 <10 <50 <5.0
<20 14.7 55.6 10.3
<10 42 65 78
110 16 50 58
NS NS NS NS
3500 50 1000 50
•
Zinc Lead Suspended Solids
(ug/L) (ug/L) (mg/L)
33 3.1 51
<20 <3.0 <5.0
<20 <3.0 52
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 8
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 8
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 5
<20 <3.0 10
<20 <3.0 <5.0
NA NA NA
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 36
<20 <3.0 <5.0
NS NS NS
5000 15
•
Sample Date
Location
LD Effluent 2113196,
2114196.
2114196 ·
2115196 ·
2116196 ·
2122196 ·
2128196 ·
318196 ·
4/3196 •
513196 ,
811196,
914196 ·
1011196 ·
1117196 ·
1215196,
116197 ·
3112197 ·
418197 •
5114197,
616197,
712197 .
8nt97-
915197 ·
1012197 ·
11113197,
1215197.
119198 ,
215198 ·
315198 ·
413198 ·
5nt98·
615198 ·
719198,
Remediauon Performance Standard
Note: A blank means below detection limit
Chloroform
(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
<l.0
<1.0
.<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0.
• Table 2
Groundwater Quality Summary
Lower Dockery
Macon/ Dockery Site
Richmond County, North Carolina
1,1 -Dichloroethane 1,1 -Dichloroethcne Cis/trans-1,2 -Dichloroethene
(ug/L) (ug/L) (ug/L)
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <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 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <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
17 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
3500 7 70
•
Methylene chloride 1, 1, 1 -Trichloroethane
(ug/L) (ug/L)
<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 <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 <1.0
<2.0 <1.0
<2.0 <1.0
<2.0 <1.0
~'-2.o 5.5
"-l,O <1.0
<2.0 <1.0
<2.0 <1.0
<2.0 <1.0
5 200
•
Sample Date
Location
LD Effluent 2/13/96 ·
2/14/96 ·
2/14/96 ·
2/15/96 ·
2/16/96 ·
2122/96 '
2128/96 •
3/8/96 •
4/3/96 •
5/3/96 ·
8/1/96 ,
9/4/96 .
10/1/96 •
1 lnt96 ·
12/5/96 •
1/6/97 ·
3/12/97 ,
4/8/97 ·
5/14/97 ·
6/6/97 ,
7/2/97.
8nt97,
9/5/97 •
10/2/97 ·
11/13/97 •
12/5/97,
1/9/98 '
2/5/98 ·
3/5/98 ·
4/3/98 '
5nt98 ·
6/5/98 ·
7/9/98'
Remediat:10n Performance Standard
Note: A blank means below detection limit
Trichloroethylene
(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
2.8
Benzene
(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.
• TABLE 2 (Continued)
Groundwater Quality Summary
Lower Dockery
Macon/ Dockery Site
Richmond County, North Carolina
Toluene Total Xylcnes Chromium
(ug/L) (ug/L) (ug/L)
<i.O <l.O <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<i.O <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <IO
<1.0 <3.0 <10
<1.0 <3.0 <10
3.4 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <IO
<1.0 <3.0 <10
<1.0. <3.0 · <10·
1000 400 50
•
Barium Manganese Zinc Cadmium Suspended Solids
(ug/L) (ug/L) (ug/L) (ug/L) (mg/L)
<SO <5.0 <20 <0.30 <5.0
<SO <5.0 <20 <0.30 <5.0
<SO <5.0 <20 <0.30 11
<SO <5.0 <20 <0.30 <5.0
<50 <5.0 <20 <0.30 <5.0
<50 <5.0 <20 <0.30 5
<SO <5.0 <20 <0.30 <5.0
<50 <5.0 <20 <0.30 <5.0
<SO <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
<SO 11 <20 <0.30 <5.0
<50 <5.0 <20 <0.30 <5.0
<50 35 <20 <0.30 19
<SO 6 <20 <0.30 <5.0
70 <5.0 <20 <0.30 <5.0
<SO <5.0 <20 <0.30 <5.0
<50 <5.0 <20 <0.30 <5.0
<50 <5.0 <20 <0.30 <5.0
<SO <5.0 <20 <0.30 <5.0
<SO <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 <l <5.0
<50 160 QW" <0.30 <5.0
<SO 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
1000 50 5000 5
•
Sample Date
Location
UMSA Effluent 2/13/96 ·
2/14/96 ,
2/14/96 ,
2/15/96 ,
2/16/96 •
2/17/96 ,
2122/96 ,
2/28/96 ,
3/8/96 ,
4/3/96 ,
5/3/96
6/5/96 ,
7/1/96
7/30/96 ,
9/4/96 ,
10/1/96 ,
lln/96,
12/5/96 •
1/6/97 ,
2/4/91 I
3/12/97 ,
4/8/97 '
5/12/97 ,
6/6/97,
7/2/97 •
&n/97'
/ 9/5/97 ,
10/2/97 '
11/13/97 '
12/5/97,
1/9/98 •
2/5/98 ,
3/5/98 ,
4/3/98 ·
5n/98.
6/5/98 ·
7/9/98-
Rernedm,nn ~afan:moncc Standard
Note: NA• Not.Analyzed
DUP • dup""""
Cblorofonn 1, 1 • Dichloroethanc
(uglL) (ug/L)
<l.O <l.O
<LO <LO
<1.0 <l.O
<LO <1.0
<1.0 <1.0
<l.O <l.O
<1.0 <1.0
<1.0 <LO
<LO <LO
<1.0 <1.0
<1.0 <l.O
<LO <LO
<1.0 <1.0
<I.O <1.0
<l.O <1.0
<LO <l.O
<LO <1.0
<l.O <LO
<1.0 <l.O
<LO <1.0
<1.0 <1.0
<1.0 <l.O
<t.o <LO
<LO <LO
<l.O <l.O
<1.0 <1.0
<LO <1.0
<LO <LO
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<l.O <1.0
<LO <1.0
<1.0 <1.0
<1.0· <1.0 •
3500
•
Table 3
Groundwater Quality Summary
Upper Macon Source Area
Macon/ Dockery Site
Richmond County, North Carolina
1,1 • Dichlorocthcne Cisltrans-1,2-Dichloroclhcnc Tetracbloroclhcnc
(ug/L) (uon) (uglL)
<1.0 <1.0 <1.0
<:=LO <LO <1.0
<1.0 <LO <1.0
<LO <l.O <1.0
<LO <}.0 <1.0
<1.0 <1.0 <I.O
<1.0 <1.0 <1.0
<LO <1.0 <1.0
<LO <1.0 <1.0
<LO <t.O <l.O
<LO <I.O <LO
<1.0 <l.O <1.0
<LO <I.O <LO
<1.0 <1.0 <1.0
<1.0 <1.0 <l.O
<l.O <1.0 <LO
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <I.O <LO
<1.0 <1.0 <1.0
<1.0 <I.O <1.0
<1.0 <1.0 <LO
<1.0 <l.O <1.0
<1.0 <LO <LO
<1.0 <t.0 <I.O
<1.0 <1.0 <l.O
<LO <LO <1.0
<1.0 <1.0 <1.0
<1.0 <l.O <I.O
<1.0 <t.O <1.0
<I.O <LO <1.0
<1.0 <I.O <t.0
<I.O <LO <1.0
<1.0 <LO <LO
<LO <1.0 <l.O
<1.0 <LO <t.O
<LO• <1.0. <LO
7 70
•
l, l, l • Trichloroethane Trichloroethylene
(ug/L) (uglL)
<l.O <1.0
<l.O <1.0
<1.0 <1.0
<1.0 <1.0
<t.o <l.O
<1.0 <1.0
<l.O <1.0
<l.O <1.0
<LO <1.0
<LO <1.0
<1.0 <LO
<LO <1.0
<LO <1.0
<1.0 <1.0
<LO <LO
<l.O <l.O
<LO <l.O
<l.O <1.0
<LO <LO
<l.O <1.0
<l.O <LO
<1.0 <l.O
<l.O <1.0
<LO <I.O
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<l.O <1.0
<1.0 <l.O
<LO <1.0
<1.0 <I.O
<1.0 <1.0
<1.0 <LO
<LO <1.0
<l.O <1.0
<I.O <1.0
<l.O, <LO
200 2,8
•
Sample Date
Location
IJMBA~ l/13196 •
2/14196 •
2/14196 ,
2/15196 ,
2/16196 ,
2/17196 •
2122196 '
2128/96 •
3/8/96 ,
4/3/96 •
5/3/96 •
6/5/96 •
7/1196 •
7/30196,
9/4196 •
10/1196 •
lln/96 ·
12/5196 •
1/6197 •
2/4197 ·
3/12197 '
4/8/97 •
5/12/97 I
6/6/97 ,
7/2197,
8nJ97,
9/5197 •
1012/97 •
11/13/97 •
12/5197,
1/9/98 •
2/5/98 1
3/5/98 ,
4/3/98,
5nJ98 ,
6/5198 .
719/98 •
8.tmediatianPtrlomumce Sumdard
Nau;: NA• Not AnaJyzi,d
DUP•duplicatc
Vmyl chloride B=enc Toluene
(ug/L) (uo/1) (ug/L)
<LO <l.O <I.O
<1.0 <l.O <1.0
<l.0 <1.0 <1.0
<1.0 <I.O <1.0
<1.0 <1.0 <LO
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<LO <1.0 <1.0
<l.O <l.O <1.0
<1.0 <I.O <1.0
<1.0 <t.o <1.0
<1.0 <l.O 2.9
<1.0 <1.0 <LO
<1.0 <1.0 <1.0
<1.0 <1.0 <l.O
<1.0 <l.O <LO
<1.0 <1.0 <1.0
<1.0 <1.0 <LO
<1.0 <l.O <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 <l.O <1.0
<1.0 <1.0 <1.0
<LO <1.0 <I.O
<l.O <l.O <LO
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <l.O <LO
<1.0 <I.O <1.0
<LO <1.0 <LO
<l.O <LO <1.0
<1.0 <1.0 <1.0
<l.O <1.0 <1.0
<LO <l.O <1.0
<1.0. <I.O· <1.0.
1000
•
Table 3 (Continued)
GToundwater Quality Sumnuuy
Upper Macon Source Area
Macon/Dockery Site
Richmond County North Carolina ' Chromium Barium Manganese
(ug/L) (ug/L) (ug/L)
16 150 330
<10 ll0 190
<10 ll0 160
<10 100 140
<10 130 170
<10 120 120
<10 120 70
<10 130 51
<10 120 37
<10 ll0 27
<10 120 26
<10 130 22
12 ll0 14
<10 200 ll0
ll 170 68
<10 130 13
<10 140 13
<10 170 17
<10 200 46
<10 160 29
<10 130 30
<10 200 30
12 210 95
<10 240 74
<10 180 41
ll 230 250
<10 130 27
<10 185 31.5
<10 129 84.2
<10 150 160
<10 180 33
<10 200 20
ll 210 160
<10 <200 64
<10 210 310
<10 160 46
<10 • 240 • ll0•
50 1000 50
•
Zin, Cadmium Lead Mcmuy Suspa,ded Solids
(ug/L) (ug/L) (ug/L) (ue/L\ (mglL)
74 <0.30 4.2 <.2 57
20 <0.30 <3.0 <.2 <5.0
<20 <0.30 <3.0 <.2 <5.0
<20 <0.30 <3.0 <.2 <5.0
<20 <0.30 <3.0 0.26 18
<20 <0.30 <3.0 <.2 <5.0
<20 <0.30 <3.0 <.2 <S.O
<20 <0.30 <3.0 <.2 <S.O
<20 <0.30 <3.0 <.2 <5.0
<20 <0.30 <3.0 <.2 5
<20 <0.30 <3.0 <.2 <5.0
<20 <0.30 <3.0 <.2 6
<20 <0.30 <3.0 NA <5.0
41 <0.30 9.2 NA 23
26 <0.30 66 NA 16
<20 0.47 <3.0 NA 24
<20 <0.30 <3.0 NA 26
<20 <0.30 <3.0 <0.20 5
25 <0.30 3.5 NA 120
<20 <0.30 <3.0 NA 8
<20 <0.30 <3.0 NA <S.O
<20 <0.30 <3.0 NA 7
35 <0.30 <3.0 NA 100
<20 <0.30 <3.0 NA <S.O
<20 <0.30 <3.0 NA <S.O
40 <0.30 4.8 NA NA
<20 <0.30 <3.0 NA 22
<20 <0.30 <3.0 NA 11
<20 <I <3.0 NA 8
26 <0.30 6.5 NA <S.O
<20 <0.30 <3.0 NA <5.0
<20 <0.30 <3.0 NA 6
25 <0.30 4.1 NA <5.0
<20 <0.30 <3.0 NA <5.0
29 <0.30 5 NA 13
<20 <0.30 <3.0 NA <5.0
<20. <0.30 · <3.0. NA, <5.0
5000 5 15 I.I
•
Sample Date
Location
un.. Effluent 2121/96 ·
21221% •
21221%.
2123/96 ,
2124/96 •
2125196 '
2128/96 .
3/8196 ·
3/16/96 ,
4/3/96 •
513196 •
6/5196 .
7/1/96 ,
7/30/96 ,
9/4/96 ,
10/1/96 •
lln/96,
12/5/96 •
1/6/97 •
2/4/97 •
l/12/97 •
4/8/97 ,
5/12/97 ,
6/6/97 •
712197 •
7/25/97 •
8nm.
915191 ,
10/2/97 •
11/13/97 ·
12/5/97,
1/9/98,
2/5/98 .•
3/5/98 •
4/3/98 '
5n/98,
6/5/98 ,
7/9/98 ,
Rcmed1auon Performance Standard
Nou:: 7125197 Sampled fOI' Mmpne$e only.
DUP -duplica1e
NA c Not Analyzed
NS = Not Sampled
Chlorofonn I, I -Dichlorocthane
(ug/L) (ug/L)
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<LO <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <LO
<1.0 <1.0
<1.0 1.8
<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 <l.O
<LO <1.0
<1.0 <LO
<1.0 <l.O
<LO 2.4
NA NA
<1.0 <1.0
<LO <1.0
<1.0 <1.0
<1.0 <1.0
<LO <1.0
<1.0 <1.0
<1.0 <1.0
<LO <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0.
3500
• Table4
Groundwater Quality Summary
Upper/Lower Macon System
Macon/ Dockery Site
Richmond County, North Carolina
1,J -Dichloroethcnc Cis/trans-1.2-Dichlorocthcne Methylene chloride
(ug/L) (ug/L) (ug/L)
<1.0 <1.0 <2.0
1.8 <LO 16
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <l.O <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 1.6 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <LO <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 1.8 <2.0
NA NA NA
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<LO <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <LO <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
7 70 5
•
Tetrachloroethene 1,1,1-Trichloroethane
(ug/L) (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 <l.O
<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 <LO
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<LO <1.0
<1.0 <1.0
<1.0 <1.0
<LO <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
NA NA
<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 ·
200
Sample Date
Location
IJ/!11!111-2/21/96,
2f22J96.
2/22196.
2/23/96 ,
2/24/96.
2/25196 •
2/28/96,
3/8/96 ,
3/16/96 ·
4/3/96 ,
5/3/96 ·
6/5196,
7/1/96 •
7/30/96 ·
9/4/96 ,
10/1/96 ,
lln/96,
12/5/96 ,
1/6/97 •
2/4/97 .
3/12/97 ,
4/8/97 ,
5/12/97,
6/6/97 ,
7fl/97 ,
7/25/97 ,
8n/97,
9/5/97 ,
IOfl/97.
11/13/97 ·
12/5/97 ,
1/9/98,
2/5/98 •
3/5/98 ,
4/3/98 ,
5n/98.
6/5/98 I
7/9/98 •
Remcd1abon Pcrfonnancc Standard
Note: 7/25197 Sampled ror M.aripnee only.
DUP -duplicate
NAcNotAnalyz.ed
NS -Not Sampled
Tricblorocthylene Toluene
(ug/L) (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 <LO
<1.0 <1.0
1.9 <1.0
<1.0 <1.0
<1.0 2.1
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0-
<1.0 <1.0
<1.0 <1.0
<LO <LO
<LO <LO
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <LO
<LO <LO
NA NA
<1.0 <1.0
<1.0 <1.0
<1.0 <1.Q
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <l.O
<1.0 <1.0
<1.0 <1.0
<1.0 <LO
<1.0. <I.0·
2.8 1000
• Table 4 (Continued)
Groundwater Quality Summary
Upper/Lower Macon System
Macon/Dockery Site
Richmond County, North Carolina
Chromium Barium Manganese Zinc
(ug/L) (ug/L) (ug/L) (ug/L)
<10 59 100 98
130 70 120 120
<IO 72 120 120
<10 80 140 130
<10 83 150 150
<IO 90 160 170
<10 <50 32 59
<IO <50 39 56
<IO <50 31 51
<10 <50 44 54
<10 31 10 21
<10 <50 7.5 <20
<10 <50 <5.0 <20
<10 <50 <5.0 <20
<10 <50 <5.0 <20
<IO <50 <5.0 <20
<IO <50 <5,0 <20
<10 <50 <5.0 <20
<10 <50 <S.O <20
<IO 39 <5.0 <20
<10 <50 <5.0 <20
<10 <50 <5.0 <20
<10 <50 <5.0 <20
<IO <50 <5.0 <20
<10 <50 79 <20
NA NA 36 NA
<10 <50 5.4 <20
<10 <50 <5.0 <20
<IO <50 6.3 <20
<10 <50 <5.0 <20
<10 <50 <5,0 <20
<IO <50 <5.0 <20
<10 56 <S.O <20
<10 <200 <15 <20
<IO <200 <5.0 <20
<IO <50 <5.0 <20
<10 <50 <5.0 <20
<10 · <50 · <5.0 · <20 ,
50 1000 50 5000
•
Lead Suspended Solids
(ug/L) (mg/L)
4 <S.O
5.2 <5.0
5.7 <5.0
4.9 <5.0
3.7 <5.0
3.6 <5.0
<3.0 8
<3.0 <5.0
<3.0 <S.O
3.6 10
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 24
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 8
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5,0
NA NA
3.1 NS
<3.0 <5.0
<3.0 25
<3.0 <5
<3.0 <5
<3.0 <5
<3.0 <5
<3.0 <5.0
<3.0 <5.0
<3.0 @"1A
<3.0 <5.0
<3.0 <5.0 ·
15
•
System Month
Upper Dockery Mar-96
Apr-96
May-96
Jun-96
Jul-96
Aug-96
Sep-96
Oct-96
Nov-96
Dec-96
Jan-97
Feb-97
Mar-97
Apr-97
May-97
Jun-97
Jul-97
Aug-97
Sep-97
Oct-97
Nov-97
Dec-97
Jan-98
Feb-98
Mar-98
Apr-98
May-98
Jun-98
Jul-98
•
TABLES
SUMMARY OF MASS voe REMOVAL ESTIMATES
MACON/DOCKERY SITE
RICHMOND COUNTY, NORTH CAROLINA
PAGE 1 Of 4
Average Total
Monthly Flow voe Pounds of voe
Volume Concentration Removed For Month
(gallons) (ug/L) (Pounds)
400,155 · 196 0.65
286,151 · 210 0.50
66,826 · 177 0.10
97,350 · 120 0.10
163,426 · 108 0.15
218,330 · 284 0.52
149,420 · 284 0.35
140,191 284 0.33
438,013 , 294 1.07
161,903 294 0.40
294,071 . 294 0.72
267,596 , 131 0.29
250,068 , 131 0.27
276,556 . 131 0.30
289,938 , 76 0.18
135,575 · 76 0.09
99,896 · 76 0.06
70,967 · 54 0.03
56,256 54 0.03
277,505 · 54 0.12
143,168 · 108 0.13
78,332 · 108 0.07
103,968 · 108 0.09
296,588 , 99.3 0.25
326,525 99.3 0.27
419,475 99.3 0.35
440,446 244.0 0.90
200,192 244.0 0.41
337,048 , 244.0, 0.69,
Cumulative voes
Removed
(Pounds)
0.65
1.15
1.25
1.35
1.49
2.01
2.36
2.70
3.77
4.17
4.89
5.18
5.45
5.75
5.94
6.02
6.08
6.12
6.14
6.27
6.40
6.47
6.56
6.81
7.08
7.42
8.32
8.73
9.41 ·
/
System Month
Lower Dockery Mar-96
Apr-96
May-96
Jun-96
Jul-96
Aug-96
Sep-96
Oct-96
Nov-96
Dec-96
Jan-97
Feb-97
Mar-97
Apr-97
May-97
Jun-97
Jul-97
Aug-97
Sep-97
Oct-97
Nov-97
Dec-97
Jan-98
Feb-98
Mar-98
Apr-98
May-98
Jun-98
Jul-98
•
TABLES
SUMMARY OF MASS voe REMOVAL ESTIMATES
MACON/DOCKERY SITE
RICHMOND COUNTY, NORTH CAROLINA
PAGE 2 OF 4
Average Total
Monthly Flow voe Pounds of voe
Volume Concentration Removed For Month
(gallons) (ug/L) (Pounds)
328,448 ' 200 0.55
191,090 · 150 0.24
245,715 ' 148 0.30
8,619 ' 152 0.01
151,827 · 152 0.19
126,232 ' 170 0.18
63,833 · 170 0.09
460,379 · 170 0.65
183,210 · 140.8 0.22
137,594 · 140.8 0.16
286,202 · 140.8 0.34
90,912 · 140.8 0.11
277,823 · 110 0.25
180,560 · . 110 0.17
684,855 · 116 0.66
501,987 · 116 0.49
581,027 · 116 0.56
414,199 · 84 0.29
481,049 ' 84 0.34
457,604 · 84 0.32
308,483 . 62 0.16
272,079 · 62 0.14
. 786,548 · 62 0.41
123,013 · 57.9 0.06
287,027 · 57.9 0.14
452,535 · 57.9 0.22
141,936 · 56.8 0.07
453,014 · 56.8 0.21
504,860 , 56.8. 0.24
Cumulative voes
Removed
(Pounds)
0.55
0.79
1.09
1.10
1.29
1.47
1.56
2.22
2.43
2.59
2.93
3.04
3.29
3.46
4.12
4.61
5.17
5.46
5.80
6.12
6.27
6.41
6.82
6.88
7.02
7.24
7.31
7.52
7.76 ,
•
System Month
Macon Source Area Mar-96
Apr-96
May-g6
Jun-96
Jul-96
Aug-96
Sep-96
Oct-96
Nov-96
Dec-96
Jan-97
Feb-97
Mar-97
Apr-97
May-97
Jun-97
Jul-97
Aug-97
Sep-97
Oct-97
Nov-97
Dec-97
Jan-98
Feb-98
Mar-98
Apr-98
May-98
Jun-98
Jul-98
•
TABLES
SUMMARY OF MASS voe REMOVAL ESTIMATES
MACON/DOCKERY SITE
RICHMOND COUNTY, NORTH CAROLINA
PAGE3 OF4
Average Total
Monthly Flow voe Pounds of voe
Volume Concentration Removed For Month
(gallons) (ug/L) (Pounds)
426,083 · 55 0.20
364,772 · 61 0.18
257,720 ' 41 0.09
114,048 60 0.06
202,477 · 43 0.07
207,503 · 61 0.11
209,649 · 61 0.11
101,512 61 0.05
116,354 · 42.6 0.04
137,045 · 42.6 0.05
146,036 . 42.6 0.05
215,730 . 63.9 0.11
223,222 . 63.9 0.12
253,167 · 63.9 0.13
223,177 · 82 0.15
234,669 . 82 0.16
117,736 , 82 0.08
50,248 · 124.9 0.05
36,264 · 124.9 0.04
70,207 · 124.9 0.07
102,326 · 122.5 0.10
114,452 · 122.5 0.12
178,387' 122.5 0.18
178,387 · 201.6 0.30
145,526 · 201.6 0.24
600,075 · 201.6 1.01
410,905 · 139.6 0.48
431,360 · 139.6 0.50
329,835 · 139.6, 0.38,
Cumulative voes
Removed
(Pounds)
0.2
0.38
0.47
0.53
0.60
0.71
0.82
0.87
0.91
0.96
1.01
1.12
1.24
1.38
1.53
1.69
1.77
1.82
1.86
1.93
2.04
2.15
2.34
2.64
2.88
3.89
4.37
4.87
5.25 ,
/
•
System Month
U/L Macon Mar-96
Apr-96
May-96
Jun-96
Jul-96
Aug-96
Sep-96
Oct-96
Nov-96
Dec-96 ·
Jan-97
Feb-97
Mar-97
Apr-97
May-97
Jun-97
Jul-97
Aug-97
Sep-97
Oct-97
Nov-97
Dec-97
Jan-98
Feb-98
Mar-98
Apr-98
May-98
Jun-98
Jul-98
•
TABLES
SUMMARY OF MASS voe REMOVAL ESTIMATES
MACON/DOCKERY SITE
RICHMOND COUNTY, NORTH CAROLINA
PAGE 4 OF 4
Average Total
Monthly Flow voe Pounds of voe
Volume Concentration Removed For Month
(gallons) (ug/L) (Pounds)
, 375,318 24 0.07
, 709,726 24 0.14
·482,220 23 0.09
' 48,305 31 0.01
'759,920 22 0.14
· 638,400 31 0.17
, 302,505 31 0.08
· 640,760 31 0.17
,871,155 25.3 0.18
, 725,549 25.3 0.15
, 596,131 25.3 0.13
, 795,239 24.4 0.16
, 939,710 24.4 0.19
, 918,080 24.4 0.19
·999,040 24 0.20
, 605,792 24 0.12
,223,859 24 0.05
, 911,679 23 0.18
. 917,631 23 0.18
·821,135 23 0.16
'140,796 16 0.02
·844,299 16 0.11
, 531,692 16 0.07
, 1,051,002 22.9 0,20
· 932,266 22,9 0.18
· 662,272 22,9 0.13
' 1876 945)115 ~i S" 22.3 0,16 _,_
•448,056 22.3 0,08
, 776,195 · 22.3 0.14 ·
Cumulative voes
Removed
(Pounds)
0.07
0.21
0.31
0.32
0.46
0.62
0.70
0.87
1.05
1.20
1.33
1.49
1.68
1.87
2.07
2.19
2.24
2.42
2.59
2.75
2.77
2.89
2.96
3.16
3,34
3.46
3,62
3,71
3.85,
/
•
•
•
Sample
Location
VE-01
OW-I
OW-2
OW-3
OW-4
OW-5
SVE Exhaust
Date
2/22/96,
6/5/96 ,
7/1/96 ,
11/8/96 '
6/23/97 •
11/13/97•
6/19/98 ,
2/22/96 •
615/96 .
7/1/96 ,
11/8/96,
6/23/97 ,
11/13/97,
6/19/98 •
2/22/96 ,
615/96 ,
7/1/96 ·
I 1/8/96,
6/23/97,
I 1/13/97,
6/19/98,
2/22/96 ,
6/5/96 ,
I 1/8/96 :
6/23/97 ,
I 1/13/97,
6/19/98 ,
2/14/96 ,
2/15/96 ·
2/16/96 .
4/3/96 •
6/5196 ·
7/1/96 ·
8/1/96 ,
2/5/97 ,
6/23/97,
8/7/97 ,
11/13/97,
2/6/98
517198
W-~ lllld OW-4 arc not connccwd to syswm rw
Chloroform
mg/m3
<IO
<JO
<JO
<IO
<JO
<2.0
<2.0
<10
<IO
<JO
<JO
<JO
<2.0
<2.0'
<JO
<JO
230
<JO
<JO
<2.0
<2.0•
<JO
<JO
<IO
<JO
<2.0
<2.0.
<JO
<IO
<JO
<JO
<JO
<JO
<IO
<JO
<JO
<2.0
<2.0
<2.0
<2.0
1,2-Dichloroethene Trichloroethene Toluene
mg/m3 mg/m3 mg/m3
<JO <JO <JO
<JO <JO <JO
<JO <JO <JO
<JO <JO <JO
<IO <JO <JO
2.3 <2.0 <2.0
<2.0. <2.0 <2.0,
<JO <JO <JO
<JO <IO <IO
<JO <JO <JO
<JO <JO <JO
<JO <IO <JO
<2.0 <2.0 <2.0
<2.0' <2.0 <2.0
80 <JO <JO
<IO <IO <JO
<JO <IO <JO
<JO <JO <JO
<JO <JO <JO
<2.0 <2.0 <2.0
<2.0 <2.0' <2.0
380 <JO <JO
<JO <JO <JO
<IO <JO <JO
<JO <JO <IO
<2.0 <2.0 <2.0
<2.0 <2.0 <2.0.
<JO <JO 45
<IO <JO 43
<JO <JO 73
<JO <10 <JO
<JO <JO <JO
<IO <IO <IO
<JO <IO <JO
<IO <JO <JO
<JO <JO <JO
<2.0 <2.0 <2.0
<2.0 <2.0 <2.0
<2.0 <2.0 <2.0
<2.0 <2.0 <2.0
/
•
•
Sample
Location
SVE Inlet Line
Uooer Dockerv Air Stack
Lower Dockery Air Stack
Macon Source Air Stack
Date
6/5/96
7/1/96
2/16/96-
4/3/96 ·
6/5/96 ·
7/1/96 ·
8/1/96 ,
11/8/96.
2/5/97 ·
5/12/97 ·
8/7/97 ,
11/13/97,
2/6/98
5/7/98
4/3/96
8/1/96
11/8/96 ·
5/12/97 ·
11/13/97.
2/6/98
5/7/98 ·
2/16/96 •
4/3/96 ,
5/3/96 ,
6/5/96 ,
7/1/96 ,
8/1/96 ,
11/8/96 ,
2/5/97 ·
5/12/97,
8/7/97 .
11/13/97,
2/6/98 .
5/7/98 ·
Chloroform
mg/m3
57
<10
<10
<IO
<10
<IO
<10
<10
<IO
<IO
<2.0
<2.0
<2.0
<2.0
<10
<IO
<IO
<IO
<2.0
<2.0
<2.0
<10
<IO
<IO
50
<IO
<IO
<10
<10
<10
<2.0
<2.0
<2.0
<2.0
1,2-Dichloroethene Trichloroethene Toluene
mg/m3 mg/m3 mg/m3
<IO <10 <10
<IO <10 <IO
<IO <IO <IO
<10 <10 <IO
<IO <IO <10
<IO <IO <IO
<10 <10 <10
<10 <IO <IO
<10 <10 <10
<IO <10 <10
<2.0 <2.0 <2.0
<2.0 <2.0 <2.0
<2.0 <2.0 <2.0
<2.0 <2.0 <2.0
<IO <IO <IO
<10 <IO <IO
<10 <IO <10
<10 <IO <IO
<2.0 <2.0 <2.0
<2.0 <2.0 <2.0
<2.0 <2.0 <2.0
<10 <10 <10
<IO <IO <IO
<IO <10 <IO
<IO <10 <10
<IO <10 <10
<10 <10 <IO
<IO <10 <IO
<10 <10 <10
<10 <IO <IO
<2.0 <2.0 <2.0
<2.0 <2.0 <2.0
<2.0 <2.0 <2.0
<2.0 <2.0 <2.0
/
•
•
•
-Sample
Location
U/L Macon Air Stack
Property Line
Date
2/16/96 ·
5/3/96 ,
6/5196
7/1/96 ·
8/1/96 ·
11/8/96 ,
2/5/97 ,
5/12/97 .
8/7/97 ,
11/13/97 .
2/6/98 ·
5/7/98 ,
2/16/96,
4/3/96
513/96 .
6/5/96 ,
7/1/96 ,
8/1/96 ·
11/8/96 ,
2/5/97 ,
5/12/97 ,
8/7/97 ·
I 1/13/97.
2/6/98 ,
Chloroform
mg/m3
<JO
<10
<10
850
<JO
<10
<10
<10
<2.0
<2.0
<2.0
<2.0
<IO
<10
<10
<10
<JO
<JO
<JO
<JO
<10
<2.0
<2.0
<2,0
1,2-Dichloroethene Trichloroethene Toluene
mg/m3 mg/m3 mg/m3
<10 <10 <JO
<10 <10 <10
<JO <JO <10
<JO 29 <10
<10 <JO <JO
<JO <JO <10
<10 <10 <JO
<10 <10 <10
<2.0 <2.0 <2.0
<2.0 <2.0 <2.0
<2.0 <2.0 <2.0
<2.0 <2.0 <2.0
<10 <10 <10
<10 <10 <JO
<10 <JO <JO
<10 <10 <10
<JO <JO <JO
<10 <10 <10
<10 <10 <JO
<JO <JO <JO
<10 <10 <JO
<2.0 <2.0 <2.0
<2.0 <2.0 <2.0
<2.0 <2.0 <2.0
~ sh/18
d~-1-?
•
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES. INC.
5102 LaRoche Avenue• Savannah. GA 31404 • [phone] • Fax [phone]
Mr. Dave Jones
Applied Earth Sciences, Inc.
2149 New London Place
Snellville, GA 30078
LOG NO: S8-84093A
Received: 10 JUL 98
Reported: 15 JUL 98
Client PO. No.: 115046
Project: 190-00001-01/MACON DOCKERY/115046
Sampled By: Client
Code: 160280715
REPORT OF RESULTS
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES
--------- ----------------------------------------------------
84093A-l Upper Dockery Influent
84093A-2 Upper Dockery Effluent
- - - ----------------------------------------------------------
PARAMETER 84093A-l
DATE/
TIME SAMPLED
07-09-98/1710
07-09-98/1710
84093A-2
Page 1
-------------------------------------------------------------------------------
Purgeable Halocarbons (8010)
Chloroform, ug/1
1,1-Dichloroethane, ug/1
1,1-Dichloroethene, ug/1
<5.0
<5.0
69
<1.0
<1.0
<1.0
•
Cis/Trans-1,2-Dichloroethene, ug/1
. Methylene chloride (Dichlorornethane), ug/1
<5.0 <1.0
<10 <2.0
Tetrachloroethene, ug/1
1,1 1 1-Trichloroethane, ug/1
Trichloroethylene, ug/1
Vinyl chloride, ug/1
Surrogate -Bromochloromethane
Date Analyzed
Dilution factor
Batch ID
-------------------------------------------------
•
<5.0
17
<5.0
<5.0
70 %
07.14.98
5.0
1E0714
----------
<1.0
<1.0
<1.0
<1.0
76 %
07.10.98
1.0
1E0710
--------------------
Laboratories in Savannah, GA • Tallahassee, FL • Tampa. FL • Deerfield Beach, FL • Mobile. AL
•
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES. INC.
5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
Mr. Dave Jones
Applied Earth Sciences, Inc.
2149 New London Place
Snellville, GA 30078
LOG NO: S8-84093A
Received: 10 JUL 98
Reported: 15 JUL 98
Client PO. No.: 115046
Project: 190-00001-01/MACON DOCKERY/115046
Sampled By: Client
Code: 160280715
REPORT OF RESULTS Page 2
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
------------------------------------------------------------------------------------
84093A-3
84093A-4
84093A-5
84093A-6
84093A-7
Practical Quantitation Limits (PQL)
Method Blank
Lab Control Standard Result
Lab Control Standard Duplicate Result
LCS Expected Value
------------------------------------------------------------------------------------
PARAMETER 84093A-3 84093A-4 84093A-5 84093A-6 84093A-7
--------------------------------------- ---------- ------------------------------
Purgeable Halocarbons (8010)
•
Chloroform, ug/1
1,1-Dichloroethane, ug/1
1,1-Dichloroethene, ug/1
1.0
i. o
1.0
1.0
2.0
<1.0
<1.0
<1.0
<1.0
<2.0
19 19 20
•
Cis/Trans-1,2-Dichloroethene, ug/1
Methylene chloride
(Dichloromethane), ug/1
Tetrachloroethene, ug/1
1,1,1-Trichloroethane, ug/1
Trichloroethylene, ug/1
Vinyl chloride, ug/1
Surrogate -Bromochloromethane
Date Analyzed
Dilution factor
Batch ID
1.0
1.0
i. o
1.0
<1.0
<1.0
<1.0
<1.0
75 %
07.10.98
i. o
1E0709
--------------------------------------- ----------
19
75 %
07.10.98
i. o
1E0710
----------
19 20
72 %
07.14.98
1.0
1E0714
--------------------
Laboratories in Savannah, GA • Tallahassee, FL • Tampa. FL • Deerfield Beach, FL • Mobile. AL
•
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue• Savannah. GA 31404 • [phone] • Fax [phone]
Mr. Dave Jones
Applied Earth Sciences, Inc.
2149 New London Place
Snellville, GA 30078
LOG NO: SB-84093A
Received: 10 JUL 98
Reported: 15 JUL 98
Client PO. No.: 115046
Project: 190-00001-01/MACON DOCKERY/115046
Sampled By: Client
Code: 160280715
REPORT OF RESULTS Page 3
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
------------------------------------------------------------------------------------
84093A-8
84093A-9
84093A-10
Lab Control Standard% Recovery
Lab Control Standard Duplicate\ Recovery
LCS Accuracy Control Limit (%-R)
------------------------------------------------------------------------------------
PARAMETER 84093A-8 84093A-9 84093A-10
-------------------------------------------------------------------------------
Purgeable Halocarbons (8010)
1,1-Dichloroethene, ug/1
Trichloroethylene, ug/1
95 % 95 % 38-164 %
95 % 95 % 63-121 % .---------------------------------------
. Methods: EPA SW-846, Update III .
• Final Page Of Report
Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL
Serial Number 1 Q 7 7 4 8
.:?-rf~ ·'6;\1;?ttf:-:.)~ . ~ ->·:· . _ :.: ',ik sioiLaRoche Avenue; Savannah, GA 31404 Phone: [phone] Fax: [phone]
'))!. 2~)nciJstria1 Plauiciiive: Tallahassee, FL 32301 Phone: [phone] Fax: [phone] SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES. INC. . \)cct5·414 sw_f2th Ave~ue, Deerfield Beach, FL 33442 Phone: [phone] Fax: [phone]
-AN'ALYSIS REOUESTAND CH.AIN OF CUSTODY RECORD . 'ii'~i'lro'ooo'/4ii~c!e ofe._i,iobile.Ai.35003 ' ' . Phone: [phone] Fax: [phone] 'a.'fr)ti:f!.MJz.1t~~!i\-l'l~d:~suit~i(J!_('J~r,a. FL.33634 Phone [phone] Fax: [phone]
PROJECT REFERENCE tnwn-0L,,.
SAMPLER(s) N PROJECT LOC.
(State) __ &,_ .
CLIENT NAME
ty71Lb"1 -µc.L
t---D-A-!-:-M-.-P_L~-,M-E-1 f~J:
.''·',""GJOO AlpJia Dnve. Suite 110, Destrehan, LA 70047 Phone: [phone] Fax: [phone]
PROJECT NO PO NUMBER j:~jf;µ"'t"'t?!~~l":;I,,.~;;;t;.,{:::j~-,:~:._\1
:._/:._'.·~:._--:,·t:._(:._\\_t:._i;_.-,_~ .. -_.':'_;;_~;:._:~~-·.·'---------~-------r-----.----1
//S&J ;/~ (:';f' :MATRIX:£ ,•: ·
PHONE . -:#.J'~ j-14',;:; _-;:'
c----1-FAX __ 7o>-.9;~--z24-
CLIENT PROJECT MANAGER
17,t,,-~ J,,,~
SAMPLE IDENTIFICATION
F
PAGEl OF
¢NOARO
PORT
~IVERY
REMARKS
--' <(
1-......:+---'I-L.L!.-flLJ2x:tfJ~?~;~1l---_j,112,.~".'....-.1".~~'.!_':J--_ _f~~~~----11-1-J-1-l.-1-..ji....'.,:-1--_:_____;~!__-1-__ -1-_--+ __ -+--+-----+---+---1-----------1 ~
::C.:';':.C a:
I
I I
I t---t--t=--...:..=._--+:''':c'~S:'·"·t-'--'--'-'!""''-'-__J'-""~¥--'7',;--::::----+lf+--l-++--.:f-+-:__+--'-f---t-,--------+--+-+-+-+-+--------1 0
I
.
RELINOU.ISHED BY: (SIGNATURE) DAT.E ·, .TIME
RECEIVED BY: (SIGNAT~RE)-~ -f'o'''":':,f.S"'\i· --~:·'.."'1-;..; ....... -·-·-: DATE TIME
. ·-~
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC .
•
5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
LOG NO: S8-84093
10 JUL 98
23 JUL 98
•
•
Mr. Steve Irrninger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES
84093-1 Lower Dockery EFF
84093-2 Macon Source EFF
84093-3 Macon Pad EFF
Project:
PARAMETER 84093-1
Purgeable Halocarbons (8010)
Chloroform, ug/1
1,1-Dichloroethane, ug/1
1,1-Dichloroethene, ug/1
Cis/Trans-1,2-Dichloroethene, ug/1
Methylene chloride (Dichloromethane),
Tetrachloroethene, ug/1
1,1,1-Trichloroethane, ug/1
Trichloroethylene, ug/1
Vinyl chloride, ug/1
Surrogate -Bromochloromethane
Date Analyzed
Dilution factor
Batch ID
Purgeable Aromatics (8020)
Benzene, ug/1
Toluene, ug/1
Total Xylenes, ug/1
Acetone, ug/1
Surrogate -a,a,a-Trifluorotoluene
Date Analyzed
Dilution factor
Batch ID
<1.0
<1.0
<1.0
<l. 0
ug/1 <2.0
<1.0
<1.0
<1.0
<1.0
33 %-
07.13.98
1.0
1B0713
<1.0
<1.0
<3.0
<10
80 %-
07.13.98
1.0
1B0713
----------
Received:
' Reported:
109504-04/Macon-Dockery
Sampled By: Client
Code: 135980724
Page 1
DATE/
' TIME SAMPLED ---+------------------
07-09-98/1650 I 07-09-98/1640 I 07-09-98/1615 ---+---------------------~c~~~:~ ---~=~~~:~
<1.0 <1.0
<1.0 <1.0
<l. 0 <1.0
<1.0 <1.0
<2.0 <2.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
55 %-56 %-
07.13.98 07.13.98
I 1. 0 1.0
1B0713 1B0713
<1.0 <1.0
<1.0 <1.0
<3.0 <3 .0
<10 <10
87 %-83 %-
07. 13 .98 07.13.98
1.0 1.0
1B0713 1B0713
--------------------
Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL
I
•
•
•
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue• Savannah. GA 31404 • [phone] • Fax [phone]
LOG NO: S8-84093
10 JUL 98
23 JUL 98
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
SAMPLE DESCRIPTION, LIQUID SAMPLES
Project:
LOG NO
84093:l
84093-2
84093-3
--------------------------------------------------
Lower Dockery EFF
Macon Source EFF
Macon Pad EFF
--------------------------------------------------
PARAMETER 84093-1
--------------------------------------- ---------- ----------
Barium (6010)
Barium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Beryllium (6010)
Beryllium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Manganese (6010)
Manganese, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
0 <50
07.13.98
07.14.98
1. 0
0713G
<5.0
07.13.98
07.14.98
1.0
0713G
<5.0
07.13.98
07.14.98
1. 0
0713G
----------
Received:
I Reported:
109504-04/Macon-Dockery
Sampled By: Client
Code: 135980724
Page 2
DATE/ ' TIME SAMPLED ---+------------------
07-09-98/1650 I 07-09-98/1640
I 07-09-98/1615
---+------·········-·· ... ~c~~~:~ ---~=~~~:~
240 <50
07.13.98 07.13.98
071.14.98 07.14.98
1.0 1.0
0713G 0713G
<5.0 <5.0
07.13.98 07.13.98
07!i4.98 07.14.98
1.0 1.0
0713G 0713G
110 <5.0
07.13.98 07.13.98
o7h4.98 07.14.98
1.0 1.0
0713G 0713G
-------- ------------
Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Bear, FL • Mobile, AL
•
•
•
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone] .
I LOG NO:
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
Received:
-Reported:
S8-84093
10 JUL 98
23 JUL 98
Project: 109504-04/Macon-Dockery
Sampled By: Client
Code: 135980724
REPORT OF RESULTS Page 3
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES
--- -- --------------------------------------------------------
84 093 -1 Lowe.r Dockery EFF
84093-2 Macon Source EFF
84093-3 Macon Pad EFF
----------- --------------------------------------------------
PARAMETER 84093-1
-----------------------------------------------------------
Nickel (6010)
Nickel, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Vanadium (6010)
Vanadium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Chromium (6010)
Chromium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
<40
07.13.98
07.14.98
1. 0
0713G
<50
07.13.98
07.14.98
1. 0
0713G
<10
07.13.98
07.14.98
1. 0
0713G
DATE/ ' TIME SAMPLED
I ---i -------------------
07-09-98/1650 ' 07-09-98/1640 ' 07-09-98/1615
I - - --I - - - - - - - - - - - - - - - - - - -
84093-2 84093-3
---1---:~: -------:~:
o~.13.98 07.13.98
07.14.98 07.14.98
1.0
0713G
<50
07 .13 .98
07 .14.98
1. 0
0713G
<10
07.13.98
07!114/~
-----~~==~
1. 0
0713G
<50
07.13.98
07.14.98
1. 0
0713G
<10
07.13.98
07.14.98
1. 0
0713G
Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach FL • Mobile AL I . .
•
•
•
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue• Savannah. GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S8-84093
Received: 10 JUL 98
Reported: 2 3 JUL 9 8
Project: 109504-04/Macon-Dockery
Sampled By: Client
Code:· 135980724
REPORT OF RESULTS Page 4
DATE/ ' LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED.
I
84093-1 Lower Dockery EFF
84093-2 Macon Source EFF
---i - - -- - - - -- - - -- - -- - - -
07-09-98/1650
' 07-09-98/1640
84093-3 Macon Pad EFF ' 07-09-98/1615
I - ---1--- - - - - - - - - - - - - - - - -
PARAMETER 84093-1 84093-2 84093-3
Zinc (6010)
Zinc, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Lead (7421)
Lead, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Antimony (7041)
Antimony, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
<20
07.13.98
07.14.98
1. 0
0713G
<3.0
07.15.98
07.22.98
1. 0
0715J
<10
07.13.98
07.22.98
1. 0
0713G
I ----\---~~: -------~~:
07.13.98 07.13.98
07 .14.98
1.0
0713G
<3.0
07.15.98
071.22.98
1.0
0715J
<10
07.13.98
07!22.98
I 1.0
-----~~~~~
07.14.98
1. 0
0713G
<3.0
07.15.98
07.22.98
1.0
0715J
<10
07.13.98
07.22.98
1. 0
0713G
Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach FL • Mobile AL I . .
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC .
•
5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
LOG NO: S8-84093
10 JUL 98
23 JUL 98
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
SAMPLE DESCRIPTION, LIQUID SAMPLES
Project:
LOG NO
84093-1
84093-2
84093-3
--------------------------------------------------
Lower Dockery EFF
Macon Source EFF
Macon Pad EFF
--------------------------------------------------
PARAMETER 84093-1
------------------------------------------------- ----------
Cadrni urn ( 7131)
Cadmium, ug/1
Preparation Date
Date Analyzed
• Dilution factor
Batch ID
Suspended Solids (160.2)
Suspended Solids, mg/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
•
----------
<0.30
07.15.98
07.21.98
1.0
0715J
<5.0
07.13.98
07.14.98
1.0
0713B
--------------------
Received: I Reported:
10950f-04/Macon-Dockery
Sampled By: Client
Code: 135980724
Page 5
DATE1/
TIMEISAMPLED
- ---i - - - - - - - - - - - - - - - - - -
07-09-98/1650 ' 07-09-98/1640 ' 07-09-98/1615
I ____ i _____ -------------
84093-2 84093-3 ____ ]_ ____ ---------·
<0.30 <0.30
07.15.98 07.15.98
01.121.98 07 .21.98
1.0 1.0
0715J 0715J
<5.0 <5.0
07. 13 .98 07.13.98
07. 14 .98 07.14.98
1.0 1.0
0713B 0713B
... -.1 .. - . -----------
Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beay, FL • Mobile, AL
•
•
•
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue• Savannah. GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S8-84093
Received: 10 JUL 98
·Reported: 23 JUL 98
Project: 109504-04/Macon-Dockery
Sampled By: Client
Code: 135980724
REPORT OF RESULTS Page 6
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES
84093-4 Upper Dockery EFF
PARAMETER 84093-4
Purgeable Aromatics (8020)
Benzene, ug/1
Toluene, ug/1
Total Xylenes, ug/1
Acetone, ug/1
Surrogate -a,a,a-Trifluorotoluene
Date Analyzed
Dilution factor
Batch ID
Barium (6010)
Barium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Beryllium (6010)
Beryllium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
<1.0
<1.0
<3.0
<10
83 %
07.13.98
1. 0
1B0713
51
07.13.98
07.14.98
1. 0
0713G
<5.0
07.13.98
07.14.98
1. 0
0713G
I :: :J::: :::-:::: ::: :::-
------------------------------------------------- ------------------------------
Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL
I
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC .
•
5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
LOG NO: S8-84093
Received: 10 JUL 98
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
' Reported: 23 JUL 98
Project: 10950~-04/Macon-Dockery
Sampled By: Client
Code: 135980724
REPORT OF RESULTS Page 7
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES
84093-4 Upper Dockery EFF
PARAMETER 84093-4
Manganese (6010)
Manganese, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
•
Nickel (6010)
Nickel, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Vanadium (6010)
Vanadium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Chromium (6010)
Chromium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
<5.0
07.13.98
07.14.98
1. 0
0713G
<40
07.13.98
07.14.98
1. 0
0713G
<50
07.13.98
07.14.98
1. 0
0713G
<10
07.13.98
07.14.98
1. 0
0713G
--------------------------------------- --------------------
•
::: :1::::::::: ::::::::
____ _\ _____ ----------
Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL
I
•
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue• Savannah. GA 31404 • [phone] • Fax [phone]
LOG NO: S8-84093
10 JUL 98
23 JUL 98
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
Received:
' Reported:
Project: 109504-04/Macon-Dockery
Sampled By: Client
Code: 135980724
REPORT OF RESULTS Page 8
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES
-------------------------------------------------------------
84093-4 Upper Dockery EFF :::]::::::::::::::::::
PARAMETER 84093-4
--------------------------------------- ---------- ------------------------------
Zinc (6010)
Zinc, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
<20
07.13.98
07.14.98
1.0
07130
• Lead (7421)
Lead, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
<3.0
07.15.98
07.22.98
1.0
0715J
•
Antimony (7041)
Antimony, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Cadmium (7131)
Cadmium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
<10
07.13.98
07.22.98
1.0
07130
<0.30
07.15.98
07.21.98
1.0
0715J
--------------------------------------- ---------- ------------------------------
Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL
I
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue• Savannah. GA 31404 • [phone] • Fax [phone]
• . LOG NO: S8-84093
10 JUL 98
23 JUL 98
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
Received: ' Reported:
Project: 10950f-04/Macon-Dockery
Sampled By: Client
Code: 135980724
REPORT OF RESULTS Page 9
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES
84093-4 Upper Dockery EFF
PARAMETER
Suspended Solids (160.2)
Suspended Solids, mg/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
84093 -4
<5.0
07.13.98
07.14.98
1.0
0713B
---_[ ___ --------------
::::1: ::::-: ::::::: ::-
·--------------------- - --- ----
•
Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL
I
•
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone] l
LOG NO: S8-84093
10 JUL 98
23 JUL 98
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
Project:
Received:
I Reported:
109504-04/Macon-Dockery
Sampled By: Client
Code: 135980724
Page 10
DATE•/
· LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIMEI SAMPLED
•
•
---- ---------------------------------------------------------
84093-5 Trip Blank
-------------------------------------------------------------
PARAMETER 84093-5
--------------------------------------- ---------- ----------
Purgeable Halocarbons (8010)
Chloroform, ug/1
1,1-Dichloroethane, ug/1
1,1-Dichloroethene, ug/1
Cis/Trans-1,2-Dichloroethene, ug/1
Methylene chloride (Dichloromethane),
Tetrachloroethene, ug/1
1,1,l-Trichloroethane, ug/1
Trichloroethylene, ug/1
Vinyl chloride, ug/1
Surrogate -Bromochloromethane
Date Analyzed
Dilution factor
Batch ID
Purgeable Aromatics (8020)
Benzene, ug/1
Toluene, ug/1
Total Xylenes, ug/1
Acetone, ug/1
Surrogate -a,a,a-Trifluorotoluene
Date Analyzed
Dilution factor
Batch ID
ug/1
<1.0
<1.0
<1.0
<1.0
<2.0
<1.0
<1.0
<1.0
<1.0
65 %-
07.13.98
1.0
1B0713
<1.0
<1.0
<3.0
<10
83 %
07.13.98
1.0
1B0713
-----------------------------------------------------------
---T------------------
:: :J:::: :·: ::::::: ::· -
Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL
I
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
• LOG NO: S8-84093
•
•
LOG NO
84093-6
84093-7
84093-8
84093-9
84093-10
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
Project:
SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES
Practical Quantitation Limit (PQL)
Method Blank
Lab Control Standard Result
Lab Control Standard Duplicate Result
LCS Expected Value
Received: 10 JUL 98 I Reported: 23 JUL 98
109504-04/Macon-Dockery ' Sampled By: Client
I Code: 135980724
Page 11
DATE/ =~~ j ~~~~~~ -----------
PARAMETER 84093-6 84093-7 84093-8 84093-9 84093-10
------------------------------------------------- ------------------------------
Purgeable Halocarbons (8010)
Chloroform, ug/1
1,1-Dichloroethane, ug/1
1,1-Dichloroethene, ug/1
1.0
1.0
1.0
<1.0
<1.0
<1.0
Cis/Trans-1,2-Dichloroethene, ug/1 1.0 <1.0
Methylene chloride 2.0 <2.0
(Dichloromethane), ug/1
Tetrachloroethene, ug/1 1. 0 <l. 0
1,1,1-Trichloroethane, ug/1 1.0 <1.0
Trichloroethylene, ug/1 1. 0 <l. 0
Vinyl chloride, ug/1 1.0 <1.0
Surrogate -Bromochloromethane
Date Analyzed
Dilution factor
Batch ID
54 \
07.13.98
1.0
1B0713
19
18
81 %-
07.13.98
1.0
1B0713
----------
15 20
17 20
76 %-
07.13.98
I 1.0
1B0709 _____ J ____ ----------
Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beac\' FL • Mobile, AL
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC .
• 5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone] '
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO: S8-84093
Received: 10 JUL 98
Reported: 23 JUL 98
Project: 109504-04/Macon-Dockery
Sampled By: Client
Code: 143080724
Page 12
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
------------------------------------------------------------------------------------
84093-6
84093-7
84093-8
84093-9
84093-10
Practical Quantitation Limit (PQL)
Method Blank
Lab Control Standard Result
Lab Control Standard Duplicate Result
LCS Expected Value
------------------------------------------------------------------------------------
PARAMETER 84093-6 84093-7 84093-8 84093-9 84093-10
-------------------------------------------------------------------------------
Purgeable Aromatics (8020)
• Benzene, ug/1
Toluene, ug/1
Total Xylenes, ug/1
Acetone, ug/1
Date Analyzed
Dilution factor
Batch ID
Clock ID
Surrogate -a,a,a-Trifluorotoluene
Barium (6010)
1.0
1.0
3.0
10
3.0
3.0
3.0
3.0
Barium, ug/1 50
Preparation Date
Date Analyzed
Dilution factor
Batch ID
--- ------------------------------------
•
<1.0
<1.0
<3.0
<10
07.13.98
l. 0
1B0713
1B0713
83 %
<50
07.13.98
07.14 .. 98
1.0
0713G
----------
17 16 20
17 16 20
440 450 400
07.13.98 07.09.98
1.0 1.0
1B0713 1B0709
1B0713 1B0709
100 % 80 %
2030 2030 2000
07.13.98 07.13.98
07.14.98 07.14.98
l. 0 1.0
0713G 0713G
--------------------
Laboratories in Savannah, GA• Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL
•
•
•
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
LOG NO: S8-84093
Received: 10 JUL 98
Reported: 23 JUL 98
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
Project: 109504-04/Macon-Dockery
Sampled By: Client
Code: 135980724
REPORT OF RESULTS Page 13
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
84093-6
84093-7
84093-8
84093-9
84093-10
Practical Quantitation Limit (PQL)
Method Blank
Lab Control Standard Result
·Lab Control Standard Duplicate Result
LCS Expected Value
PARAMETER 84093-6 84093-7 84093-8 84093-9 84093-10
Beryllium (6010)
Beryllium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Manganese (6010)
Manganese, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Nickel (6010)
Nickel, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
5.0
5.0
40
<5.0
07.13.98
07.14.98
1.0
0713G
<5.0
07.13.98
07.14.98
1. 0
0713G
<40
07.13.98
07.14.98
1. 0
0713G
----------
50.3 50.2 50.0
07.13.98 07.13.98
07.14.98 07.14.98
1.0 1.0
0713G 0713G
517 516 500
07.13.98 07.13.98
07.14.98 07.14.98
1. 0 1. 0
0713G 0713G
510 508 500
07.13.98 07.13.98
07.14.98 07.14.98
1.0 1.0
0713G 0713G
--------------------
Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC .
• 5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
LOG NO: S8-84093
10 JUL 98
23 JUL 98
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
Received:
Reported:
Project: 109504-04/Macon-Dockery
Sampled By: Client
Code: 135980724
REPORT OF RESULTS Page 14
DATE/
LOG NO SAMPLE DESCRIPTION, QC-REPORT FOR LIQUID SAMPLES TIME SAMPLED
------------------------------------------------------------------------------------
84093-6
84093-7
84093-8
84093-9
84093-10
Practical Quantitation Limit (PQL)
Method Blank
Lab Control Standard Result
Lab Control Standard Duplicate Result
LCS Expected Value
------------------------------------------------------------------------------------
PARAMETER 84093-6 84093-7 84093-8 84093-9 84093-10
------------------------------------------------- -------------------- ----------
Vanadium (6010)
Vanadium, ug/1
• Preparation Date
Date Analyzed
Dilution factor
Batch ID
Chromium (6010)
Chromium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Zinc (6010)
Zinc, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
50
10
20
---------------------------------------
•
<50
07.13.98
07.14.98
1.0
0713G
<10
07.13.98
07.14.98
1. 0
0713G
<20
07.13.98
07.14.98
1. 0
0713G
----------
500 500 500
07.13.98 07.13.98
07.14.98 07.14.98
1.0 1. 0
0713G 0713G
205 205 200
07.13.98 07.13.98
07.14.98 07.14.98
1. 0 1.0
0713G 0713G
522 530 500
07.13.98 07.13.98
07.14.98 07.14.98
1.0 1. 0
0713G 0713G
--------------------
Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL
•
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue• Savannah. GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO:
Received:
Reported:
S8-84093
10 JUL 98
23 JUL 98
Project: 109504-04/Macon-Dockery
Sampled By: Client
Code: 135980724
REPORT OF RESULTS Page 15
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
84093-6
84093-7
84093-8
84093-9
84093-10
Practical Quantitation Limit (PQL)
Method Blank
Lab Control Standard Result
Lab Control Standard Duplicate Result
LCS Expected Value
------------------------------------------------------------------------------------
PARAMETER 84093-6 84093-7 84093-8 84093-9 84093-10
Lead (7421)
Lead, ug/1 3.0 <3.0 50.1 46.9 50.0 • Preparation Date
Date Analyzed
Dilution factor
Batch ID
07.15.98
07.22.98
07.15.98 07.15.98
07.22.98 07.22.98
Antimony (7041)
Antimony, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Cadmium (7131)
Cadmium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
•
10
0.30
1.0
0715J
<10
07.13.98
07.22.98
1.0
0713G
<0.30
07.15.98
07.21.98
1. 0
0715J
----------
1. 0 1. 0
0715J 0715J
44.9 44.3 50.0
07.13.98 07.13.98
07.22.98 07.22.98
1.0 1.0
0713G 0713G
4.59 4.58 5.00
07.15.98 07.15.98
07.21.98 07.21.98
1.0 1.0
0715J 0715J
--------------------
Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL
•
•
•
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S8-84093
Received: 10 JUL 98
Reported: 23 JUL 98
Project: 109504-04/Macon-Dockery
Sampled By: Client
Code: 135980724
REPORT OF RESULTS Page 16
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
84093-6
84093-7
84093-8
84093-9
84093-10
Practical Quantitation Limit (PQL)
Method Blank
Lab Control Standard Result
Lab Control Standard Duplicate Result
LCS Expected Value
PARAMETER 84093-6 84093-7 84093-8 84093-9 84093-10
--------------------------------------- ---------- -------------------- ----------
Suspended Solids (160.2)
Suspended Solids, mg/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
5.0 <5.0
07.13.98
07.14.98
1.0
0713B
----------
97 99 100
07.13.98 07.13.98
07.14.98 07.14.98
1. 0 1.0
0713B 0713B
--------------------
Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL
. '
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
• 5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
LOG NO: S8-84093
Received: 10 JUL 98
Reported: 23 JUL 98
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
Project: 109504-04/Macon-Dockery
Sampled By: Client
Code: 143080724
REPORT OF RESULTS Page 17
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
-------------------------------------------------------------------------
84 093-11
84093-12
84093-13
Lab Control Standard%-Recovery
Lab Control Standard Duplicate% Recovery
LCS Accuracy Control Limit (%-R)
------------------------------------------------------------------------------------
PARAMETER 84093-11 84093-12 84093-13
------------------------------------------------- ------------------------------
Purgeable Halocarbons (8010)
1,1-Dichloroethene 95 'lr 75 %-38-164 %-
Trichloroethylene 90 %-85 %-63-121 %-
.urgeable Aromatics (8020)
Benzene 85 %-80 %-56-144 %-
Toluene 85 %-80 %-67-124 %-
Acetone 110 %-112 %-40-130 %-
Barium (6010)
Barium 101%-102%-75-125 'lr
Beryllium (6010)
Beryllium 101% 100% 75-125 %-
Manganese (6010)
Manganese 103%-103% 75-125 %-
Nickel (6010)
Nickel 102%-102% 75-125 %-
Vanadium (6010)
Vanadium 100% 100% 75-125 'lr
Chromium (6010)
Chromium 103% 103% 75-125 %-
Zinc (6010)
Zinc 104% 106%-75-125 %-
Lead (7421)
Lead 100 'lr 94 'lr 80-120 'lr
-------------------------------------------------------------------------------
•
Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL
:.. . '
•
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S8-84093
Received: 10 JUL 98
Reported: 23 JUL 98
Project: 109504-04/Macon-Dockery
Sampled By: Client
Code: 143080724
REPORT OF RESULTS Page 18
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
------------------------------------------------------------------------------------
84093-11
84093-12
84093-13
Lab Control Standard% Recovery
Lab Control Standard Duplicate% Recovery
LCS Accuracy Control Limit (%R)
------------------------------------------------------------------------------------
PARAMETER 84093-11 84093-12 84093-13
------------------------------------------------- --------------------
Antimony (7041)
Antimony
Cadmium (7131)
• Cadmium
Suspended Solids (160.2)
Suspended Solids
90 %
92 %
89 % 80-120 %
92 % 80-120 %
97 % 99 % 80-120 %
--------------------------------------------------
Methods: EPA SW-846 and 40 CFR Part 136.
/,
Be7;~j'ect Manag r
Final Page Of Report
Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL
SL AVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
ANALYSIS REQUEST AND CHAIN OF CUSTODY RECORD
PROJECT REFERENCE PROJECT NO P.O. NUMBER .
102 LaRoche Avenue, Savannah, GA 31404
D 2846 Industrial Plaza Drive, Tallahassee, FL 32301
D 414 SW 12th Avenue, Deertield Beach, FL 33442
D 900 Lakeside Drive, Mobile, AL 36693
D 6712 Benjamin Road, Suite 100, Tampa, FL 33634
D 100 Alpha Drive, Suite 110, Destrehan, LA 70047
Serial Number
Phone: [phone]
Phone: [phone]
Phone: [phone]
Phone: [phone]
Phone: [phone]
Phone: [phone]
M,. ,. .,--;, J MATRIX ~-,.....,,' fl l(Llt-t'J-.//dt!--UY/,t t/5t:J1/# TYPE !:J.,PU'-{lflEDAtJALYSES
SAMPLE SL
DATE TIME NO.
7--o"I 1.<:s-0
' 17,-✓o ~
/6-¼ ·:,
Ir-.;/< ~
.. JJ)::,,1L.., 3 '
I
.L/rL
/,;10 ' x 'J Da ,fe~
I ?•t~ f' jf /,,J )C ,.., J 5 , r J X , , I vv '--"
107748 .
.
Fax: [phone] •
Fax: [phone] .
Fax: [phone]
Fax: [phone]
Fax: [phone]
Fax: [phone]
DATE TIME
DATE TIME -.
.. -,, . ..
.
' >t' .. .. . . . ..
•
•
AUG-12-1998 15 : 41 SAVAt lt JAH LABS ·' s L SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102-LaRoche Avenue• Savannah. GA 31404 • (912) 354·7858 • Fax [phone]
Mr. Sceve Irminger
Applied Earth Sciences
8l4 Davidson Drive
Concord, NC 28025
LOG NO: SB-83628
Received: 19 JON 98
Reported: 30 JUN 98
REVISED 08.12.98
Project: Macon Dockei:y/1900000101~
sampled sy: Client
Code: 105180812
REPORT OF RESUl.TS Pagel
LOG NO SAMPLE DESCRIPTION , AIR SAMPLES
83628·1 V.:·l
83628·2 OW-1
83628-3 OW-3
83628-4 OW-5
DATE/
TIME SAMPLED
06-17•98/1630
06-17-98/1640
06-17-98/1650
06-17-98/1645'
PARAMETER 83628·1 83628·2 83628-3 83628•4
Volatile Organic Compounds (NIOSH 1501)
Vinyl chloride, mg/m3
Methylene chloride (Dichloromethane), mg/m3
Acetone, mg/m3
l,l•Dichloroethene, mg/m3
l,l•Dichloroethane, mg/m3
1,2-Dichloroethene, mg/m3
Chloroform, mg/m3
1,1,l•Trichloroethane, mg/m3
Trichloroethene, mg/m3
Benzene, mg /m3
Tetrachloroethene, mg/m3
Toluene, mg/m3
Xylenes, mg/m3
<2.0J
<2.0J
<4.0J
<2.0J
<2.0J
<2.0J
<2 .OJ
<2 .OJ
<2 .OJ
<2.0
<2 .OJ
<2.0
<2.0
<2.0J
<2.0J
<4.0J
<2.0J
<2.0J
<2.0J
<2.0J
<2.0J
<2.0J
-<2.0
<2.0J
<2.0
<2.0
<2.0J
<2.0J
<4.0J
<2.0J
<2.0J
<2.0J
<2,0J
<2.0J
<2.0J
<2.0
<2.0J
<2.0
<2.0
<2,0J
<2.0J
<4.0J
<2.0J
<2.0J
<2.0J
<2.0J
<2 .OJ
<2.0J
<2.0
<2.0J
<2.0
<2.0
. ' . .
•
•
•
AUG-12-1998 15:41 S"MAtlrlAH U<BS
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
814 Oavidson Drive
Concord, NC 28025
LOG NO: SS-83628
Received: 19 JUN 98
ReportQd: 30 JUN 98
REVISED 08.12.98
Project: Macon Dockery/1900000101•
Sampled By: Clienc
Code: 1051B0812
Rl!:PORT OF RESULTS Page 2
DATE/ LOG NO SAMPLE DBSCRIPTION, QC RBPORT FOR LIQUID SAMPLES TIME SAMPLED
8362B•S
83628-6
83628-7
PARAblETBR
Method Blank
Lab Control Standard\ Recovery
LCS Accuracy Control Limit (tR)
Volatile Organic Compounds (NIOSH 1501)
Vinyl chloride, mg/m3
Methylene chloride (Dichloromethane), mg/m3 Acetone, mg/m3
l,l·Dichloroethene, mg/m3
1,l•Dichloroethane, mg/m3
1,2-Dichloroethene, mg/m3
Chloroform, mg/m3
1,1,l•Trichloroethane, mg/m3
Trichloroethene, mg/m3
Benzene, mg/m3
Tetrachloroethene, mg/m3
Toluene, mg/m3
Xylenes, mg/m3
83628·5
<2.0J
<2.0J
<4.0J
<2.0J
<2 .OJ
<2.0J
<2.0J
<2.0J
<2.0J
<2.0
<2.0J
<2.0
<2. 0
83628-6
106 %
ll4 t
83628-7
75-125 t
75-125 t
• Sample analysis ~as originally conducted for BTEX only. All samples are clean. However, a calibration standard for the remaining compounds was not run with che batch. Per client request, all parameters have been repor~ed. The affecte';,. compounds have been denoted wit.h a 11 J 11 •
Final Page Of Report
TOTAL P.03
CHAIN OF CUSTODY
INVOICE ADDRESS:
4-~S
D Houston
D Dallas
D San Antonio
D Corpus Christi
D New Orleans
819 t)a.v~,S.0 ,.; Of'.
C-o~ur-c) AJ c_. ~oz._3'
~
D Memphis
D Atlanta
12603
D Pompano Beach
D Orlando
D Albuquerque
181. C.1-\ o.. rl o-t-f-e....
PfeServation-COd8
££::.~esti:·{J::~-~"'· -__ -,J-A_T/J_ .. R-. e-q-~-.es-.te_d_-<
Oral Written
~kl. ... Jar-d
' .. -Fol"Ward.Report To: A·ppt18d Earth Sciences;liic.'~ 1 -,.
Att;~tion: Telephone# "'7 O"t 7qy 1o1 :i'
~ ~ <2.. :tr,.,. ~ -7 o 1
,/ I I I I I 1.-
,Container Type.:·· / I I I I I I H-HCL
N-HNO, I ,I S-H,SO,
,o I -4°C
of 0-0ther
c--c ;:f ...,
" }~'~'. ::,~ : TYPE'• MATRIX,:
-~ /1 . , . . "' f:! -· ' C. ~ V-VQA G -GLASS cc ,'.,O..-' ',,,,, 'II'.,, ·© {' r P-PLASTIC oii t::;,, ·~j Q., _1,, •r., CO,
zc :8 'C,' o· "'. 1-·· • -• ·samp1e:1o·Nu'mber-' Date& Time: ,., ,8 a:• r.g,; ~~-'-.., I Lab0ratory Identification ,<!) ,,,,. 0
VE ~ ( {,·I 7"'{8-1k.J• l I~ ~ X
nw--1 ~-171,3_[6:j., _I_ -~ X ~
ow--3 •:tl.!f! l f,,;r; I X ~ X
f---O_u.l -~ 6·( 7-r3 Jb:'f• . l J--'J.-X
•
·•· ''.;:_.;:·,'.:'.:~},t-Jlf'fl~G.l~f91'1fv't~T)Q~lQ~;J.t0~
Lapqratory N~n:i,e_ q~te {3c T~m~ '.
'. "::~ ~<i.t. 'U.!o'~:, ·,_,1~',:'j•/i.;l 'fCABORATORV,-INFORMATION'r<;:;~ "':·: ;1/-;;•;.:,_. r.;;.,:¼)'. ;,1;:z;..;
.....;.,,.....,1,,...:,;,W~1.-f-~:U..½~ .;,;~~ ---· .. ·-·•---••-•r--. _ --~ .. --~· ,_. ·-___ .....•.. ..l,_, _ _..._,_::w;;._~,..,~w"-"""
.· ~-A_e-cE!iyed f=:or Laboratory-By: Date & Time Cooler cu'Stody Seal 1n1act
[vesl ~
X
Received By;
Signature Name/ Company Date& Time: Received By: Signature Name I Company Dato & Time:
PAGE of
•
•
• RECEIVED
MACON/DOCKERY SITE
Richmond County, North Carolina
'JUL 131998
pJt,1D $EC1101'1 $U'3[Pr Reply to: Technical Committee
July 9, 1998
Ms. Giezelle Bennett
Remedial Project Manager
US EPA, Region IV
61 Forsyth Street, S.W.
Atlanta, Georgia 30303-3104
Re: Maconffiockery Site -Cordova, North Carolina
Monthly Progress and O & M Report -June 1998
Dear Ms. Bennett:
c/o David LJonts
Ingersoll-Rand Company
114 Spencer Road
Cassopolis, 1\11 49031
Phone: [phone]
Fax:[phone]
On behalf of the Macon/Dockery Site Group ("Group"), the June· I 998 Monthly Progress and O &
M Report is herewith submitted in accordance with SECTION XV -PROGRESS REPORTS of the
Unilateral Administrative Order (effective date -June 30, I 992) for the Macon/Dockery Site. This
report describes activities which occurred during the month of June as part of the Remedial Action
phase of this project.
PROJECT TASKS INITIATED OR COMPLETED THROUGH JUNE 1998:
• Monthly effluent sampling of the remediation systems
• Continued O & M of systems.
RESULTS OF SAMPLING AND TESTING AND OTHER DATA RECEIVED:
• Laboratory results for June sampling of the remediation systems is included in this progress
report. Tables I and 4 summarize the effluent analytical results for the four groundwater
treatment systems. All effluent concentrations are below the Remediation Performance
Standard except for the 1, 1-dichloroethene ( 1, 1-DCE) concentration reported in the water
sample collected from the Upper Dockery system effluent port. According to the analytical
report, the 1,1-DCE concentration for this sample was 25ug/L. The Performance Standard for
I, 1-DCE is 7 ug/L. The laboratory quality control and field sampling records have been
reviewed but did not reveal an explanation for the exceedence. The Upper Dockery effluent was
sampled again on July 9, 1998. The results of the re-sampling event will be reported in the July
status report.
•
•
•
Ms. Giezelle Bennett
July 9, 1998
Page No. 2
• Air samples were collected June 17, 1998 from the SVE vapor wells to satisfy the May 1998,
quarterly sampling requirements. The air samples were inadvertently not collected in May by
the field sampling personnel. The analytical results of the air samples have not yet been
received from the laboratory but will be reported in the July 1998 status report.
·• Upper Dockery flow meter reading for June totaled 200,192 gallons. System was operational
80% of the time averaging 4.63 gallons per minute (GPM). Mass VOC removal was 0.41
pounds for the month and the cumulative is 8. 73 pounds.
• Lower Dockery flow meter reading for June totaled 453,014 gallons. System was operational
100% of the time averaging 10.49 GPM. Mass VOC removal was 0.21 pounds for the month
and the cumulative is 7.52 pounds.
• Macon Source Area flow meter reading for June totaled 431,360 gallons. System was
operational 100% of the time averaging 10.00 GPM. Mass VOC removal was 0.50 pounds for
the month and the cumulative is 4.87 pounds.
• Upper/Lower Macon flow meter reading for June totaled 448,056 gallons. The Upper Macon
system was operational 70% of the time in June. The Lower Macon system was operational
100% of the time in June. The combined system flow averaged 10.37 GPM. Mass VOC
removal was 0.08 pounds for the month and the cumulative is 3.71 pounds.
TASKS PLANNED FOR JULY 1998:
• Monthly sampling of the remediation systems effluent
• Continue O &M of systems
PROBLEMS AND DELAYS:
• June 8 to June 12 -Upper Macon System was down because of a low water level alarm in the
equalization tank. The condition was caused by a broken gasket on the recirculation pump. On
June 12, 1998 the gasket was repaired and the system was restarted.
• June I to June 5 -The Upper Dockery system was down due to a high water level alarm in the
equalization tank. The system was manually restarted on June 5, 1998. The cause for the high
water level condition is being evaluated.
• June 10 to June 12 -The Upper Dockery System equalization tank water level experienced a
low level alarm condition requiring manual restart of the system. The condition was caused by a
malfunction in a differential pressure gauge. The differential pressure gauge was repaired and
the system restarted.
• Ms. Giezcllc Bennett
July 9, 1998
Page No. 3
• June I 9 to June 25 -The Upper Macon System was down due to a high water level alam1 in the
equalization tank. The system was manually restarted on June 25, 1998. The cause for the high
water level condition is under evaluation for corrective action.
• Percent operational for each system:
Respectfully Submitted,
David L. Jones
Project Coordinator
Upper Dockery
Lower Dockery
Upper Macon
Lower Macon
Macon Source Area
SVE system
80%
100%
70%
100%
100%
100%
• cc: Macon/Dockery Site Group Members
•
Mike Profit, COM Federal Programs
-.Pavid Mattison, NC Super Fund Section
•
•
•
MACON/DOCKERY SITE .
CORDOVA, NORTH CAROLINA
MONTHLY PROGRESS AND
O&MREPORT
JUNE 1998
•
Sample Date
L-Ocation
lJD Effiuent 2/13/96 ·
2/14/96 ·
2/14/96 ·
2/15/96 ·
2/16/96 ·
2/17/96 ·
2/22/96 ·
2/28/96 ·
3/8/96 ·
4/3/96 ·
5/3/96,
6/5/96 ·
7/1/96 ·
8/1/96 ·
9/4/96 ·
I0/1/96 ·
11/7/96 ·
12/5/96 ·
1/6/97 ·
2/5/97 ·
3/12/97 ·
4/8/97 -
5/14/97 ·
6/6/97 ·
7/2/97 -
8/7/97 ·
9/5/97 ·
I0/2/97 ·
11/13/97 ·
12/5/97 ·
1/9/98 ·
2/5/98 ·
3/5/98 ·
4/3/98.
5/7/98·
6/5/98 ·
Remediation Performance Standard
SA = Not Analyzed
No1c: • Acetone confirmed by Method 8260
I, l -Dichloroethane
(ug/L)
<LO
<1.0
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<l.O
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<l.O
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0,
3500
• Table I
Groundwater Quality Summary
Upper Dockery
Macon/ Dockery Site
Richmond County, North Carolina
I, I -Dichloroethene Cis/trans-1,2-Dichloroethene T etrachloroethene
(ug/L) (ug/L) (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
<LO <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <l.O <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <l.O <1.0
<LO <1.0 <1.0
<1.0 <LO <1.0
<1.0 <1.0 <1.0
1.5 <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 <1.0
<1.0 <1.0 <1.0
<1.0 <LO <1.0
<1.0 <1.0 <1.0
<LO <1.0 <1.0
<LO <1.0 <1.0
<1.0 <1.0 <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 <I.ti
25 · <1.0 <1.0,
7 70
•
I, 1, 1-T richloroethane Trichloroethylene
(ug/L) (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 <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
<LO <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<l.O <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
5.5 -<1.0
200 2.8
•
Sample Date
Location
UD Effluent 2/13/96 ·
2/14/96 •
2/14/96 ·
2/15/96 •
2/16/96 ,
2/17/96 •
2/22/96 ,
2128196 ,
3/8196 ·
4/3/96 ·
5/3/96 ·
615/96 •
7/1196 ·
R/1/96 ·
9/4/96 ·
10/1/96•
11/7/96 ·
1215/96 ·
1/6/97 ·
2/5/97 .
3112197 •
418197 ·
5/14197 .
616197 •
712197 ·
8/7/97 ·
915197 ·
1012197 ·
11/13197 ·
1215197 ·
1/9/98 ·
215198 -
3/5/98 ·
4/3/98 .
517198 •
615198 .
Remed1&t1on Perfonnance Standard
NA= Not Analyu:d
Nole: • Acetone confirrm:d by Method 8260
Toluene Total Xylenes
(ug/L) (ug/L)
<1.0 <3.0
<l.O <3.0
<1.0 <3.0
<1.0 <3.0
<l.O <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<l.O <3.0
<1.0 <3.0
<1.0 <3.0
3.9 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<l.O <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 ~, ..
<1.0 1-0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0. <3.0.
1000 400
• Table I (Continued)
Groundwater Quality Summary
Upper Dockery
Macon/Dockery Site
Richmond County, North Carolina
Acetone Chromium Barium Manganese
(ug/L) (ug/L) (ug/L) (ug/L)
70' 16 71 40
35• 15 53 14
<10 II 56 12
<10 12 53 14
<IO <IO 53 II
<10 II 55 12
<IO <10 <50 8.3
<IO 13 <50 9.6
25 <IO <50 6.9
28 II 50 <5.0
52 <IO <50 <5.0
<IO <10 <50 <5.0
<10 <10 <50 <5.0
20 14 51 7
<10 <10 55 <5.0
<IO <IO <50 5.9
<IO 15 59 <5.0
<IO 12 54 5.1
<10 13 54 <5.0
<IO 15 61 5.9
<10 <IO 69 <5.0
<IO <10 63 <5.0
<10 <IO 60 7.2
<IO <IO 52 <5.0
<10 <IO 55 <5.0
<10 <10 <50 <5.0
<10 <IO 110 5.2
<10 <10 SO.I <5.0
~<I 0 12.1 @i. 1-118.6 , I 0 <IO <50 <5.0
<IO II <50 <5.0
<10 <IO <50 <5.0
<10 <IO <200 <15
<10 <10 <200 5.2
<IO 10 <50 <5.0
<10, <IO· 57 -<5.0 ·
3500 50 1000 50
•
Zinc Lead Suspended Solids
(ug/L) (ug/L) (mg/L)
22 <3.0 14
<20 <3.0 II
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 10
<20 <3.0 <5.0
<20 <3.0 5
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 8
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
24.8 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5,.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 · <3.0· <5.0.
5000 15
•
Sample Date
Location
LD Effiuent 2/13/96,
2/14/96'
2/14/96 ,
2/15/96 •
2/16/96 •
2/22/96'
2/28/96 ,
3/8/96'
4/3/96 ·
5/3/96 .
8/1/96 .
9/4/96 ·
10/1/96'
11/7/96 ·
12/5/96 ·
1/6/97 ·
3/12197,
4/8/97 .
5/14/97 ,
6/6/97 ·
7/2197 ·
8/7/97 ·
9/5/97 ·
10/2197 •
11/13/97·
12/5/97.
1/9/98 ,
2/5/98 ,
3/5/98 ·
4/3/98 ,
517198 ·
615198 ·
Remediation Performance Standard
Note: A blank means below detection Jimi1
Chloroform
(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.
•
Table 2
Groundwater Quality Summary
Lower Dockery
Macon/ Dockery Site
Richmond County, North Carolina
1,1 -Dichloroethane I, 1 -Dichloroethene Cis/trans-1,2-Dichloroethene
(ug/L) (ug/L) (ug/L)
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <LO
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
17 3.2 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0. <1.0
3500 7 70
•
Methylene chloride 1, 1, I-Trichloroethane
(ug/L) (ug/L)
<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 <l.O
<2.0 <1.0
<2.0 <1.0
<2.0 <1.0
<2.0 <LO
<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 <l.O
<2.0 <1.0
<2.0 <1.0
~<-2..0 5.5
<.. z_' 0 <1.0
<2.0 <1.0
<2.0 -<1.0 -
5 200
•
Sample Date
Location
LD Effiuent 2/13/96 •
2/14/96 ·
2/14/96 ·
2/15/96 •
2/16/96·
2/22/96 •
2/28/96 •
3/8/96 •
4/3/96.
5/3/96 •
8/1/96,
9/4/96.
10/1/96·
11/7/96 ·
12/5/96 ·
1/6/97 .
3/12/97 •
4/8/97 ·
5/14/97 •
6/6/97•
7/2/97,
8/7/97.
9/5/91.
10/2/97 •
11/13/97-
12/5/97 ·
1/9/98 ·
215198·
3/5/98'
4/3/98 ·
517198·
6/5/98 ·
Remed1at1on Performance Standard
No1e: A blank means below deteciion limit
Trichloroethylene Benzene
(ug/L) (ug/L)
<1.0 <1.0
<1.0 <1.0
<1.0 <l.O
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <l.O
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0·
2.8
•
TABLE 2 (Continued)
Groundwater Quality Summary
Lower Dockery
Macon/ Dockery Site
Richmond County, North Carolina
Toluene Total Xylenes Chromium
(ug/L) (ug/L) (ug/L)
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<LO <3.0 <10
<1.0 <3.0 <10
3.4 <3.0 <JO
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<l.O <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <JO
<1.0 <3.0 <10
<1.0 <3.0 <JO
<1.0 <3.0 <10
<1.0-<3.0 <10 .
1000 400 50
•
Barium Manganese Zinc Cadmium Suspended Solids
(ug/L) (ug/L) (ug/L) (ug/L) (mg/L)
<50 <5.0 <20 <0.30 <5.0
<50 <5.0 <20 <0.30 <5.0
<50 <5.0 <20 <0.30 11
<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 <1 <5.0
<50 160 @<>c <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 ·
1000 50 5000 5
•
Sample Date
Location
UMSA Effluent 2/13/96 ·
2/14/96·
2/14/96,
2/15/96 ·
2/16/96 ,
2/17/96,
2/22/96 ,
2/28/96 ,
3/8/96 .
4/3196 ,
5/3/96 ,
6/5196 ·
7/1/96 '
7/30/96,
9/4/96 -
10/1/96·
lln/96 ·
12/5196.
1/6/97 ·
2/4197 .
3/12/97 ·
4/8/97 ·
5/12197 ·
6/6/97 ·
7/2197 •
8/7/97 ·
9/5197 ·
10/2197 ·
11/13/97.
12/5/97.
1/9198 ·
2/5/98 .
3/5/98·
4/3/98 ·
5n/98,
6/5198 ·
Rerne,:hatwn Perlonnance Standard
Note: NA * Nol Analyzed
DUP -duplicate
Chloroform I, l -Dichloroethane
(uglL) (uglL)
<LO <1.0
<LO <I.O
<1.0 <1.0
<1.0 <LO
<1.0 <J.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
<).0 <1.0
<LO <1.0
<1.0 <1.0
<1.0 <LO
<1.0 <LO
<1.0 <LO
<J.O <LO
<1.0 <l.O
<1.0 <LO
<LO <LO
<LO <LO
<1.0 <1.0
<1.0 <1.0
<1.0 <LO
<1.0 <LO
<1.0 <1.0
<LO <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <LO
<1.0 <1.0
<LO· <LO•
3500
•
Table 3
Groundwater Quality Summary
Upper Macon Source Area
Macon/ Dockery Site
fuchmond Cow,ty, North Carolina
l, l -Dichloroethene Cis/trans-1,2-Dichloroe'lhene Tetcachloroethene
(uglL) (uglL) (uglL)
<1.0 <l.O <1.0
<1.0 <LO <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <LO <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 <1.0 <1.0
<J.O <1.0 <1.0
<LO <l.O <1.0
<1.0 <1.0 <l.O
<1.0 <t.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <I.6
<LO <1.0 <1.0
<1.0 <LO <1.0
<LO <1.0 <1.0
<LO <1.0 <1.0
<l.O <1.0 <l.O
<1.0 <LO <1.0
<1.0 <l.O <1.0
<LO <LO <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<l.O <1.0 <1.0
<l.O <l.O <1.0
<l.O <1.0 <1.0
<1.0 <1.0 <1.0
<LO <LO <LO
<LO <1.0 <1.0
<LO <1.0 <1.0
<LO . <LO, <l.O
7 70
•
I, I, I-Trichloroethane Trichloroethylene
(uglL) (uglL)
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <LO
<l.O <1.0
<1.0 <1.0
<1.0 <LO
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<I.O <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <l.O
<1.0 <1.0
<LO <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <LO
<LO <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <l.O
<1.0 <1.0
<1.0 <1.0
<J.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <LO
<1.0 <1.0
<1.0 <LO
<LO <1.0
<1.0 <1.0
<LO <1.0
<LO . <1.0,
200 2.8
•
Sample. Date
Location
UMSAllll-2/13196
2/14/96 I
2/14/96 ,
2115/96 ,
2/16/96 '
2/17/96 ,
2/22/96 ,
2/28/96 ,
3/8/96 ,
4/3/96 ·
513196 ·
615196 ·
7/1/96 ,
7(30/96 ,
9/4/96 .
10/1/96 •
I tn/96'
12/5/96 •
1/6/97 '
2/4/97 '
3/12/97'
4/8/97 ·
5/12/97 ,
6/6197,
7/2/97 ·
8/7/97'
9/5197 /
I 0/2/97 •
ll/13/97,
12/5197,
1/9/98 ,
2/5/98.
3/5/98 ,
4/3/98.
5/7/98 •
615/98 .
Remediation Performance Standard
Note: NA " Not Analyzed
DUP · duplica~
Vinyl chloride Benzene
(uglL) (ug/L)
<1.0 <1.0
<I.0 <I.O
<I.O <1.0
<LO <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<I.O <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
<I.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
<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 <l.O
<1.0 <1.0
<1.0 <1.0
<1.0 <i.O
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 · <1.0 •
Toluene
(uglL)
<1.0
<LO
<LO
<LO
<1.0
<1.0
<l.O
<1.0
<1.0
<1.0
<1.0
2.9
<1.0
<l.O
<1.0
<LO
<1.0
<1.0
<1.0
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<l.O
•
Table 3 (Continued)
Groundwater Quality Swnmruy
Upper Macon Source Area
Macon/Dockery Site
Richmond County, North Carolina
Chromium Barium Manganese
(uglLj (ug/L) (uglL)
16 150 330
<IO llO 190
<10 llO 160
<10 100 140
<IO 130 170
<IO 120 120
<10 120 70
<10 130 51
<IO 120 37
<10 110 27
<10 120 26
<10 130 22
12 110 14
<10 200 llO
11 170 68
<10 130 13
<10 140 13
<IO 170 17
<IO 200 46
<10 160 29
<10 130 30
<10 200 30
12 210 95
<IO 240 74
<10 180 41
11 230 250
<IO 130 27
<10 185 31.5·
<IO 129 84.2
<10 150 160
<10 180 33
<IO 200 20
11 210 160
<10 <200 64
<10 210 310
<l.O , <ID· 160' 46 •
1000 50 1000 50
•
Zinc Cadmium Lead Mercury Suspended Solids
(uglL) (ug/L) (ug/L) (ug/L) (mg/L)
74 <0.30 4.2 <.2 57
20 <0.30 <3.0 <.2 <5.0
<20 <0.30 <3.0 <.2 <.5.0
<20 <0.30 <3.0 <.2 <.5.0
<20 <0.30 <3.0 0.26 18
<20 <0.30 <3.0 <.2 <.5.0
<20 <0.30 <3.0 <.2 <5.0
<20 <0.30 <3.0 <.2 <.5.0
<20 <0.30 <3.0 <.2 <5.0
<20 <0.30 <3.0 <.2 5
<20 <0.30 <3.0 <.2 <5.D
<20 <0.30 <3.0 <.2 6
<20 <0.30 <3.0 NA <5.0
41 <0.30 9.2 NA 23
26 <0.30 66 NA 16
<20 0.47 <3.0 NA 24
<20 <0.30 <3.0 NA 26
<20 <0.30 <3.0 <0.20 s
25 <0.30 3.5 NA 120
<20 <0.30 <3.0 NA 8
<20 <0.30 <3.0 NA <5.0
<20 <0.30 <3.0 NA 7
35 <0.30. <3.0 NA 100
<20 <0.30 <3.0 NA <5.0
<20 <0.30 <3.0 NA <5.0
40 <0.30 4.8 NA NA
<20 <0.30 <3.0 NA 22
<20 <0.30 <3.0 NA 11
<20 <I <3.0 NA 8
26 <0.30 6.5 NA <5.0
<20 <0.30 <3.0 NA <5.0
<20 <0.30 <3.0 NA 6
25 <0.30 4.1 NA <5.0
<20 <0.30 <3.0 NA <5.0
29 <0.30 5 NA 13
<20 · <0.30, <3.0• NA· <5.0 -
5000 5 15 1.1
s·ystem Month ....
Upper Dockery Mar-96
Apr-96
May-96
Jun-96
Jul-96
Aug-98
Sep-96
Oct-96
Nov-98
Dec-96
Jan-97
Feb-97
Mar-97
Apr-97
May-97
Jun-97
Jul-97
Aug-97
Sep-97
Oct-97
Nov-97
-Dec-97 • Jan-98
Feb-98
Mar-98
Apr-98
May-98
Jun-98
Lower Dockery Mar-96
Apr-96
May-96
Jun-98
Jul-98
Aug-96
Sep-96
Oct-98
Nov-98
Dec-98
Jan-97
Feb-97
Mar-97
Apr-97
May-97
Jun-97
Jul-97
Aug-97
Sep-97
Oci-97
Nov-97
Dec-97
Jan-98 • Feb-98
Mar-98
Apr-98
May-98
Jun-98
TABLE 5
SUMMARY OF MASS voe REMOVAL ESTIMATES
MACON/DOCKERY SITE
RICHMOND COUNTY, NORTH CAROLINA
PAGE 1 OF 2
Average Total
Monthly Flow voe Pounds of VOC
Volume Concentration Removed For Month
(gallons) (ugll) (Pounds)
400,155 196 0.65
286,151 210 0.50
66,826 177 0.10
97,350 120 0.10
163,428 108 0.15
218,330 284 0.52
149,420 284 0.35
140,191 284 0.33
438,013 294 1.07
181,903 294 0.40
294,071 294 0.72
267,596 131 0.29
250,068 131 0.27
278,558 131 0.30
289,938 78 0.18
135,575 76 0.09
99,896 78 0.08
70,967 54 0.03
56,256 54 0.03
277,505 54 0.12
143,188 108 0.13
78,332 io8 0.07
103,968 108 0.09
296,588 99.3 0.25
326,525 99.3 0.27
419,475 99.3 0.35 ·
440,446 244.0 0.90
200,192 244.0 0.41
328,448 200 0.55
191,090 150 0.24
245,715 148 0.30
8,619 152 0.01
151,827 152 0.19
128,232 170 0.18
83,833 170 0.09
460,379 170 0.65
183,210 140.8 0.22
137,594 140.8 0.16
286,202 140.8 0.34
90,912 140.8 0.11
277,823 110 0.25
180,560 110 0.17
684,855 116 0.66
501,987 118 0.49
581,027 116 0.56
414,199 84 0.29
481,049 84 0.34
457,604 84 0.32
308,483 82 0.18
272,079 62 0.14
786,548 62 0.41
123,013 57.9 0.06
287,027 57.9 0.14
452,535 57.9 0.22
141,936 56.8 0.07
453,014 56.8 0.21
Cumulative VOCs
Removed
(Pounds)
0.65
1.15
1.25
1.35
1.49
2.01
2.38
2.70
3.77
4.17
4.89
5.18
5.45
5.75
5.94
6.02
6.08
6.12
8.14
8.27
8.40
6.47
8.56
6.81
7.08
7.42
8.32
8.73
0.55
0.79
1.09
1.10
1.29
1.47
1.56
2.22
2.43
2.59
2.93
3.04
3.29
3.46
4.12
4.61
5.17
5.48
5.80
6.12
6.27
6.41
6.82
6.88
7.02
7.24
7.31
7.52
j
•
System Month
Macon Source Area Mar-96
Apr-96
May-96
Jun-96
Jul-96
Aug-96
Sep-96
Oct-96
Nov-96
Oec-96
Jan-97
Feb-97
Mar-97
Apr-97
May-97
Jun-97
Jul-97
Aug-97
Sep-97
Oct-97
Nov-97
Dec-97 • Jan-98
Feb-98
Mar-98
Apr-98
May-98
May-98
U/L Macon Mar-96
Apr-96
May-96
Jun-96
Jul-96
Aug-96
Sep-96
Oct-96
Nov-96
Dec-96
Jan-97
Feb-97
Mar-97
Apr-97
May-97
Jun-97
Jul-97
Aug-97
Sep-97
Oct-97
Nov-97
Dec-97
Jan-98 • Feb-98
Mar-98
Apr-98
May-98
Jun-98
TABLE 5
SUMMARY OF MASS voe REMOVAL ESTIMATES
MACON/DOCKERY SITE
RICHMOND COUNTY, NORTH CAROLINA
PAGE 2 OF 2
Average Total
Monthly Flow voe Pounds of voe
Volume Concentration Removed For Month
(gallons) (ug/L) (Pounds)
426,083 55 0.20
364,772 61 0.18
257,720 41 0.09
114,048 60 0.06
202,477 43 0.07
207,503 61 0.11
209,649 61 0.11
101,512 61 0.05
116,354 42.6 0.04
137,045 42.6 0.05
146,036 42.6 0.05
215,730 63.9 0.11
223,222 63.9 0.12
253,167 63.9 0.13
223,177 82 0, 15
234,669 82 0.16
117,736 82 0.08
50,248 124.9 0.05
36,264 124.9 0.04
70,207 124,9 0.07
102,326 122.5 0.10
114,452 122.5 0.12
178,387 122.5 0.18
178,387 201.6 0,30
145,526 201.6 0.24
600,075 201.6 1.01
410,905 139.6 0.48
431,360 139.6 0.50
375,318 24 0.07
709,726 24 0.14
482,220 23 0.09
48,305 31 0,01
759,920 22 0.14
638,400 31 0.17
302,505 31 0.08
640,760 31 0.17
871,155 25.J 0.18
725,549 25.J 0.15
596,131 25.3 0.13
795,239 24.4 0.16
939,710 24.4 0.19
918,080 24.4 0.19
999,040 24 0.20
605,792 24 0.12
223,859 24 0.05
911,679 23 0.18
917,631 23 0.18
821,135 23 0.16
140,796 16 0.02
844,299 16 0.11
531,692 16 0.07
1,051,002 22.9 0.20
932,266 22.9 0.18
662 272 22.9 0.13
~&75'1'~ 22.3 0.16
448,056 22.3 0.08
Cumulative voes
Removed
(Pounds)
0.2
0.38
0.47
0.53
0.60
0.71
0.82
0.87
0.91
0.96
1.01
1.12
1.24
1.38
1.53
1.69
1,77
1.82
1.86
1.93
2.04
2.15
2,34
2.64
2.88
3.89
4.37
4.87
0.07
0.21
0.31
0.32
0.46
0.62
0.70
0.87
1.05
1.20
1.33
1.49
1.68
1.87
2.07
2.19
2.24
2.42
2.59
2.75
2.77
2.89
2.96
3.16
3.34
3.46
3.62
3.71
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
ANALYSIS REQUEST AND CHAIN OF CUSTODY RECORD
PROJECT REFERENCE
Ma..Lc(I -~ l'-j
PROJECT NO. P.O. NUMBER ·
5102 LaRoche Avenue. Savannah. GA 31404
D 2846 Industrial Plaza Drive. Tallahassee, FL 32301
D 414 SW 12th Avenue. Deerlield Beach. FL 33442
D 900 Lakeside Drive, Mobile. AL 36693
D 6712 Benjamin Roac.i. Suite 100, Tampa, FL 33634
D 100 Alpha Drive. Suite 110, Destrehan, LA 70047
MATRIX
TYPE
Serial Number
Phone: [phone]
PhOne [phone]
Phone: [phone]
Phone [phone]
Phone: [phone]
Phone: [phone]
f: REQUIRED ANALYSES
PROJECTLOC. SAMPLER(s) NAME PHONE °1o '/-51&-?L,,tJ J .i; ~ ·::,
1.440
Fax: [phone] ·
Fax: [phone]
Fax: [phone]
Fa,: [phone]
Fax: [phone]
Fax: [phone]
I PAGE
(S1ale) -c7 / __ ,t,.,.f! __ SJ \ .§ _ .sJ' r_ ,\ r 1-_:..cN....:(._,::::__1__:µ:.:...._· ,_t'_:'1:....__._r_ .n_: _1 _· P_.S __ _,_F_A_x _,,,__:;/_-_:sc_·,;;...,y'--_c_z_z...:.-1_,,8_--// e· ,.;; -.i 'U (' ~ ,
CLIENT NAME CLIENT PROJECT MANAGER ,/i/ 0\,, ;{" '' ~.) [ 0 ]\ ,,, ¢,ANDAqQ s, '<J ~. _,.~ ~ g.,q~_.1 EPo=:r (l'ku A --,..,,,,_k,,,,, &.:-ur.. ·-;-,,,~ , '.-~s Q § ,1j I C-, •.:.,-, ,\; DEc!VERY ~---'"~1/:_'-~.,1--1 __ ~--1.c.t-__ ..J...._..;--::....:__..o.'_-"',:...:_l,·,,.:_~::..-:_ ______ -1,$ct ~ &I) ~ 41 u r-.! -~t
CLIENT ADDRESS (CITY, STATE. ZIP) '-' !c? -:!: //J "° < ' v \ , ~ E "E ~ ~ 0 ... ,, 'ufl ~ _ -.; ..... a ,.,q ✓, ,,S □ XPEDITED "'I DQRT
S ~ Jf/-l!J=• -+---/-....::......:"'::.,c:=--''-/--~=---7--"'-'-l--~I---/---/----{ OE LIVE RY(scircharge) i
l-----.----r-------------//2lC:S~!§: JiJtJ, / -/11,-J{)~J / / / / / / / Da1eOue ___ i SAMPLE SL e; ~ ;Jj
OATE TIME NO. SAMPLE IDENTIFICATION it 0/ NUMBER OF CONTAINERS SUBMITTED REMARKS " 'C"
! I
I I
J 1 ! I
f... 3
' i
!
' I i ' I
i i !
I I I
RELINQUISHED BY: (SIGNATURE) DATE TIME RELINQUISHED BY (SIGNATURE) DATE TIME
,
RECEIVED BY (SIGNATURE) I DATE TIME RECEIVED BY: (SIGNATURE) DATE TIME RECEIVED BY: (SIGNATURE) DATE TIME
LABORATORY USE ONLY
RECEIVED FOR LABORATORY BY: (SIGNATURE) %
{l Y:ffep///z,
1 ~t
TIME CUSTODY INTACT CUSTODY SEAL NO.
·', '.)2> V Grv'Es □No
SL LOG NO. LABORATORY REMARKS:
6,'1-J' 3~ v'/
•
•
•
SL. SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue• Savannah. GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO: S8-83311
Received: 09 JUN 98
Reported: 22 JUN 98
Client PO. No.: 190-00001-01
Project: 115046-01/MACON DOCKERY
Sampled By: Client
Code: 090980625
Page 1
DATE/
LOG NO
83311-1
83311-2
83311-3
83311-4
SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
Lower Dockery -Eff
Upper Dockery -Eff
Macon Source -Eff
Macon Pad -Eff
06-05-98/1415
06-05-98/1350
06-05-98/1310
06-05-98/1330
PARAMETER 83311-1 83311-2 83311-3 83311-4
Purgeable Halocarbons (8010)
Chloroform, ug/1
1,1-Dichloroethane, ug/1
1,1-Dichloroethene, ug/1
Cis/Trans-1,2-Dichloroethene,
Methylene chloride
{Dichloromethane), ug/1
Tetrachloroethene, ug/1
1,1,1-Trichloroethane, ug/1
Trichloroethylene, ug/1
Vinyl chloride, ug/1
Surrogate -Bromochloromethane
Date Analyzed
Dilution factor
Batch ID
<1.0
<1.0
<1.0
ug/1 <1. 0
<2.0
<1.0
<1.0
<1.0
<1.0
83 '!r
06.11.98
1.0
0609A
<1.0
<1.0
25
<1.0
<2.0
<1.0
5.5
<1.0
<1.0
98 '!r
06.11.98
1.0
0609A
<1.0
<1.0
<1.0
<1.0
<2.0
<1.0
<1.0
<1.0
<1.0
83 %
06.11.98
1.0
0609A
<1.0
<1.0
<1.0
<1.0
<2.0
<1.0
<1.0
<1.0
<1.0
84 %
06.11.98
1.0
0609A
Clock ID 1B0611 1B0611 1B0611 1B0611
Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL
•
•
•
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue• Savannah. GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS ·
LOG NO: S8-83311
Received: 09 JUN 98
Reported: 22 JUN 98
Client PO. No.: 190-00001-01
Project: 115046-01/MACON DOCKERY
Sampled By: Client
Code: 090980625
Page 2
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
------------------ --------------- -- -------- -------------------------
83311-1 Lower Dockery -Eff
83311-2 Upper Dockery -Eff
83311-3 Macon Source -Eff
83311-4 Macon Pad -Eff
06-05-98/1415
06-05-98/1350
06-05-98/1310
06-05-98/1330
PARAMETER 83311-1 83311-2 83311-3 83311-4
Purgeable Aromatics (8020)
Benzene, ug/1
Toluene, ug/1
Total Xylenes, ug/1
Surrogate -
a,a,a-Trifluorotoluene
Date Analyzed
Dilution factor
Batch ID
Clock ID
Acetone, ug/1
Suspended Solids (160.2)
Suspended Solids, mg/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
<1.0
<1.0
<3.0
97 %
06.11.98
1.0
0609A
180611
<10
<5.0
06.11.98
06.11.98
1.0
0611A
<1.0
<1.0
<3.0
93 %
06.11.98
1.0
0609A
1B0611
<10
<5.0
06.11.98
06.11.98
1.0
0611A
<l. 0
<1.0
<3.0
90 %
06.11.98
1. 0
0609A
1B0611
<10
<5.0
06.11.98
06.11.98
1.0
0611A
<1.0
<1.0
<3. 0
97 %
06.11.98
1.0
0609A
1B0611
<10
<5.0
06.11.98
06.11.98
1.0
0611A
Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL
•
•
•
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO: S8-83311
Received: 09 JUN 98
Reported: 22· JUN 98
Client PO. No.: 190-00001-01
Project: 115046-01/MACON DOCKERY
Sampled By: Client
Code: 090980625
Page 3
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
--------------------------------------------------------------------
83311-1 Lower Dockery -Eff
83311-2 Upper Dockery -Eff
83311-3 Macon Source -Eff
83311-4 Macon Pad -Eff
06-05-98/1415
06-05-98/1350
06-05-98/1310
06-05-98/1330
--- -- -- ---------------- -- -- ----- ---------------------------- --------
PARAMETER
Barium (6010)
Barium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Beryllium (6010)
Beryllium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Cadmium (7131)
Cadmium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
83311-1
----------
<50
06.10.98
06.11.98
1.0
0610G
<5.0
06.10.98
06.11.98
1. 0
0610G
<0.30
06.18.98
06.19.98
1.0
0618J
----------
83311-2
----------
57
06.10.98
06.11.98
1. 0
0610G
<5.0
06.10.98
06.11.98
1. 0
0610G
<0.30
06.18.98
06.19.98
1. 0
0618J
----------
83311-3 83311-4
--------------------
160 <50
06.10.98 06.10.98
06.11.98 06.11.98
1. 0 1. 0
0610G 0610G
<5.0 <5.0
06.10.98 06.10.98
06.11.98 06.11.98
1. 0 1.0
0610G 0610G
<0.30 <0.30
06.18.98 06.18.98
06.19.98 06.19.98
1. 0 1. 0
0618J 0618J
--------------------
Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL
•
•
•
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO: S8-83311
Received: 09 JUN 98
Reported: 22 JUN 98
Client PO. No.: 190-00001-01
Project: 115046-01/MACON DOCKERY
Sampled By: Client
Code: 090980625
Page 4
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
--------------------------------------------------------------------
83311-1 Lower Dockery -Eff
83311-2 Upper Dockery · Eff
83311-3 Macon Source · Eff
83311-4 Macon Pad · Eff
06-05-98/1415
06-05-98/1350
06-05-98/1310
06-05 · 98/1330
--------------------------------------------------------------------
PARAMETER
Chromium (6010)
Chromium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Manganese (6010)
Manganese, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Nickel (6010)
Nickel, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
83311-1
----------
<10
06.10.98
06.11.98
1.0
0610G
6.3
06.10.98
06.11.98
1.0
0610G
<40
06.10.98
06.11.98
1. 0
0610G
----------
83311·2
----------
<10
06.10.98
06.11.98
1.0
0610G
<5.0
06.10.98
06.11.98
1. 0
0610G
<40
06.10.98
06.11.98
1. 0
0610G
----------
83311-3 83311·4
--------------------
<10 <10
06.10.98 06.10.98
06.11.98 06.11.98
1.0 1.0
0610G 0610G
46 <5.0
06.10.98 06.10.98
06.11.98 06.11.98
1. 0 1. 0
0610G 0610G
<40 <40
06.10.98 06.10.98
06.11.98 06.11.98
1.0 1.0
0610G 0610G
--------------------
Laboratories in Savannah, GA• Tallahassee, FL• Tampa, FL• Deerfield Beach. FL• Mobile, AL
•
•
•
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO: S8-83311
Received: 09 JUN 98
Reported: 22 JUN 98
Client PO. No.: 190-00001-01
Project: 115046-01/MACON DOCKERY
Sampled By: Client
Code: 090980625
Page 5
DATE/
LOG NO SAMPLE DESCRIPTION , LIQUID SAMPLES TIME SAMPLED
------------------------------------------------------------------------------------------
83311-1
83311-2
83311-3
83311-4
PARAMETER
Lead (7421)
Lead, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Antimony (7041)
Antimony, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Vanadium (60101
Vanadium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Lower Dockery -Eff
Upper Dockery -Eff
Macon Source -Eff
Macon Pad -Eff
83311-1
----------
<3 .0
06.18.98
06.19.98
1.0
0618J
<10
06.10.98
06.18.98
1.0
0610G
<50
06.10.98
06.11.98
1. 0
0610G
----------
83311-2 ----------
<3 .0
06.18.98
06.19.98
1.0
0618J
<10
06.10.98
06.18.98
1.0
0610G
<50
06.10.98
06.11.98
1.0
0610G
----------
83311-3
----------
<3. 0
06.18.98
06.19.98
1.0
0618J
<10
06.10.98
06.18.98
1.0
0610G
<50
06.10.98
06.11.98
1.0
0610G
----------
06-05-98/1415
06-05-98/1350
06-05-98/1310
06-05-98/1330
83311-4
----------
<3.0
06.18.98
06.19.98
1.0
0618J
<10
06.10.98
06.18.98
1.0
0610G
<50
06.10.98
06.11.98
1.0
0610G
----------
Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL
•
•
•
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S8-83311
Received: 09 JUN 98
Reported: 22 JUN 98
Client PO. No.: 190-00001-01
Project: 115046-01/MACON DOCKERY
Sampled By: Client
Code: 090980625
REPORT OF RESULTS Page 6
DATE/
LOG NO SAMPLE DESCRIPTION , LIQUID SAMPLES TIME SAMPLED
------------------------------------------------------------------------------------------
83311-1
83311-2
83311-3
83311-4
Lower Dockery -Eff
Upper Dockery -Eff
Macon Source -Eff
Macon Pad -Eff
06-05-98/1415
06-05-98/1350
06-05-98/1310
06-05-98/1330
------------------------------------------------------------------------------------------
PARAMETER
Zinc (6010)
Zinc, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
83311-1
----------
<20
06.10.98
06.11.98
1.0
0610G
----------
83311-2
----------
<20
06.10.98
06.11.98
1. 0
0610G
----------
83311-3 83311-4
--------------------
<20 <20
06.10.98 06.10.98
06.11.98 06.11.98
1. 0 1. 0
0610G 0610G
--------------------
Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL
•
•
•
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue• Savannah. GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF.RESULTS
LOG NO: S8-83311
Received: 09 JUN 98
Reported: 22 JUN 98
Client PO. No.: 190-00001-01
Project: 115046-01/MACON DOCKERY
Sampled By: Client
Code: 090980625
Page 7
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
--- ---- -- -- ----- ---------------------------------- -------------------- --
83311-5 Trip Blank
---- --------- -- --- -------- ----------- ------- ------ -- --------- ------------------------- -- --
PARAMETER 83311-5
---------------------------------------
Purgeable Halocarbons (8010)
Chloroform, ug/1
1,1-Dichloroethane, ug/1
1,1-Dichloroethene, ug/1
Cis/Trans-1,2-Dichloroethene,
Methylene chloride
(Dichloromethane), ug/1
Tetrachloroethene, ug/1
1,1,1-Trichloroethane, ug/1
Trichloroethylene, ug/1
Vinyl chloride, ug/1
Surrogate -Bromochloromethane
Date Analyzed
Dilution factor
Batch ID
Clock ID
<1.0
<1.0
<1.0
ug/1 <l. O
<2.0
<1.0
<l. 0
<1.0
<1.0
83 %-
06 .10. 98
1.0
0609A
1B0610
Laboratories in Savannah, GA• Tallahassee, FL• Tampa, FL• Deerfield Beach, FL• Mobile, AL
•
•
•
SL. SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S8·83311
Received: 09 JUN 98
Reported: 22 JUN 98
Client PO. No.: 190-00001·01
Project: 115046-01/MACON DOCKERY
Sampled By: Client
Code: 090980625
REPORT OF RESULTS Page 8
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
------------------------------------------------------------------------------------------
83311-5 Trip Blank
------------------------------------------------------------------------------------------
PARAMETER 83311-5
--- ------- ----------------- ------------
Purgeable Aromatics (8020)
Benzene, ug/1
Toluene, ug/1
Total Xylenes, ug/1
Surrogate -
a,a,a-Trifluorotoluene
Date Analyzed
Dilution factor
Batch ID
Clock ID
Acetone, ug/1
<1.0
<1.0
<3.0
107 %'
06.10.98
1.0
0609A
1B0610
<10
----------- ----------------------- -----
Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL
•
•
•
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S8-83311
Received: 09 JUN 98
Reported: 22 JUN 98
Client PO. No.: 190-00001-01
Project: 115046-01/MACON DOCKERY
Sampled By: Client
Code: 090980625
REPORT OF RESULTS Page 9
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
·-----------------------------------------------------------------------------------------
83311-6
83311-7
83311-8
83311-9
83311-10
Method Blank
Reporting Limit (RLI
Lab Control Standard Result
Lab Control Standard Duplicate Result
Expected Value, LCS/LCSD
---------- -- -------------- -- -- --------------------------------- ------------------------- --
PARAMETER 83311-6 83311-7 83311-8 83311-9 83311-10
Purgeable Halocarbons (8010)
Chloroform, ug/1 <1.0 1. 0
1,1-Dichloroethane, ug/1 <1.0 1.0
1,1-Dichloroethene, ug/1 <1.0 1.0 28 26 20
Cis/Trans-1,2-Dichloroethene, ug/1 <1.0 1.0
Methylene chloride <2.0 2.0
(Dichloromethanel, ug/1
Tetrachloroethene, ug/1 <1.0 1. 0
1,1,1-Trichloroethane, ug/1 <1.0 1.0
Trichloroethylene, ug/1 <1.0 1.0 22 20 20
Vinyl chloride, ug/1 <1.0 1.0
Surrogate . Bromochloromethane 87 % 110 % 100 'Ir
Date Analyzed 06.10.98 06.10.98 06.11.98
Dilution factor 1.0 1.0 1.0
Batch ID 0609A 0609A 0609A
Clock ID 1B0610 1B0610 1B0611
-------------------------------------------------------------------------------
Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL
•
•
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
,i
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO: S8-83311
Received: 09 JUN 98
Reported: 22 JUN 98
Client PO. No.: 190-00001-01
Project: 115046-01/MACON DOCKERY
Sampled By: Client
Code: 090980625
Page 10
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
------------------------------------------------------------------------------------------
83311-6
83311-7
83311-8
83311-9
83311-10
Method Blank
Reporting Limit (RL)
Lab Control Standard Result
Lab Control Standard Duplicate Result
Expected Value, LCS/LCSD
------------------------------------------------------------------------------------------
PARAMETER 83311-6 83311-7 83311-8 83311-9 83311-10
-Purgeable Aromatics (8020)
Benzene, ug/1
Toluene, ug/1
.Total Xylenes, ug/1
Acetone, ug/1
Surrogate -
a,a,a-Trifluorotoluene
Date Analyzed
Dilution factor
Batch ID
Clock ID
Suspended Solids (160.2)
Suspended Solids, mg/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
<1.0
<1.0
<3.0
<10
103 %
06.10.98
1.0
0609A
1B0610
1.0
1.0
10
<5.0 5.0
06.11.98
06.11.98
1.0
0611A
22 20
22 20
400 410
103 % 100 %
06.10.98 06.11.98
1.0 1.0
0609A 0609A
1B0610 1B0611
9 8 98
06.11.98 06.11.98
06.11.98 06.11.98
1.0 1.0
0611A 0611A
20
20
400
100
Laboratories in Savannah, GA• Tallahassee, FL• Tampa, FL• Deerfield Beach, FL• Mobile, AL
•
•
•
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO: S8-83311
Received: 09 JUN 98
Reported: 22 JUN 98
Client PO. No.: 190-00001-01
Project: 115046-01/MACON DOCKERY
Sampled By: Client
Code: ·090980625
Page 11
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
83311-6
83311-7
83311-8
83311-9
83311-10
Method Blank
Reporting Limit (RL)
Lab Control Standard Result
Lab Control Standard Duplicate Result
Expected Value, LCS/LCSD
PARAMETER 83311-6 83311-7 83311-8 83311-9 83311-10
Barium (6010)
Barium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Beryllium (6010)
Beryllium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch·ID
Cadmium (7131)
Cadmium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
<50
06.10.98
06.11.98
1.0
0610G
<5.0
06.10.98
06.11.98
1.0
0610G
<0.30
06.18.98
06.19.98
1.0
0618J
50
5.0
0.30
-------------------------------------------------
2070
06.10.98
06.11.98
1.0
0610G
52.4
06.10.98
06.11.98
1.0
0610G
4.74
06.18.98
06.19.98
1.0
0618J
----------
2050 2000
06.10.98
06.11.98
1. 0
0610G
52.2 50.0
06.10.98
06.11.98
1.0
0610G
4.92 5.00
06.18.98
06.19.98
1.0
0618J
----------
Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL
•
•
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue• Savannah. GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS·
LOG NO: S8-83311
Received: 09 JUN 98
Reported: 22 JUN 98
Client PO. No.: 190-00001-01
. Project: 115046-01/MACON DOCKERY
Sampled By: Client
Code: 090980625
Page 12
DATE/
LOG NO SAMPLE DESCRIPTION , QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
------------------------------------------------------------------------------------------
83311-6
83311-7
83311-8
83311-9
83311-10
.Method.Blank
Reporting Limit (RL)
Lab Control Standard Result
Lab Control Standard Duplicate Result
Expected Value, LCS/LCSD
PARAMETER 83311-6 83311-7 83311-8 83311-9 83311-10
Chromium (6010)
Chromium, ug/1
Preparation ·oate
Date Analyzed
.Dilution factor
·:Batch ·.ID
· Manganese (60101
Manganese, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Nickel (6010)
Nickel, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
<10
06.10.98
06.11.98
1.0
_·,0610G
<5.0
06.10.98
06.11.98
1. 0
0610G
<40
06.10.98
06.11.98
1.0
0610G
10
5.0
40
214
06.10.98
06.11.98
1 .. 0
0610G
547
06.10.98
06.11.98
1.0
0610G
519
06.10.98
06.11.98
1.0
0610G
----------
214 200
06.10.98
06.11.98
1.0
0610G
544 500
06.10.98
06.11.98
1.0
0610G
516 500
06.10.98
06.11.98
1.0
0610G
----------
Laboratories in Savannah, GA• Tallahassee, FL• Tampa, FL• Deerfield Beach, FL • Mobile, AL
•
•
•
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S8-83311
Received: 09 JUN 98
Reported: 22 JUN 98
Client PO. No.: 190-00001-01
Project: 115046-01/MACON DOCKERY
Sampled By: Client
Code: 090980625
REPORT OF RESULTS Page 13
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
------------------------------------------------------------------------------------------
83311-6
83311-7
83311-8
83311-9
83311-10
Method Blank
Reporting Limit {RL)
Lab Control Standard Result
Lab Control Standard Duplicate Result
Expected Value, LCS/LCSD
------------------------------------------------------------------------------------------
PARAMETER 83311-6 83311·7 83311·8 83311-9 83311-10
Lead (7421)
Lead, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Antimony (7041)
Antimony, ug/1
Preparation Date
Date Analyzed
Dilution·factor
Batch ID
Vanadium (6010)
Vanadium, ug/1
Preparation Date
Date Analyzed
Dilution faCtor
Batch ID
<3.0
06.18.98
06.19.98
1.0
0618J
<10
06.10.98
06.18.98
1.0
0_610G
<50
06.10.98
06.11.98
1.0
0610G
3.0
10
50
53.4
06.18.98
06.19.98
l. 0
0618J
56.2
06.10.98
06.18.98
10
0610G
528
06.10.98
06.11.98
1.0
0610G
----------
53.9 50.0
06.18.98
06.19.98
1.0
0618J
56.l 50.0
06.10.98
06.18.98
10
0610G
525 500
06.10.98
06.11.98
1.0
0610G
----------
Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL
•
•
•
•
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue• Savannah. GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO: S8-83311
Received: 09 JUN 98
Reported: 22 JUN 98
Client PO. No.: 190-00001-01
Project: 115046-01/MACON DOCKERY
Sampled By: Client
Code: 090980625
Page 14
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
------------------------------------------------------------------------------------------
83311-6
83311-7
83311·8
83311·9
83311-10
Method Blank
Reporting Limit (RL)
Lab Control Standard Result
Lab Control Standard Duplicate Result
Expected Value, LCS/LCSD
-------- -- --- ---------------- ------------ -------------------------------
PARAMETER 83311-6 83311-7 83311-8 83311-9 83311·10
Zinc (6010)
Zinc, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
<20
06.10.98
06.11.98
1.0
0610G
20 545
06.10.98
06.11.98
1.0
0610G
535
06.10.98
06.11.98
1.0
0610G
500
Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL
•
•
•
•
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO: S8-83311
Received: 09 JUN 98
Reported: 22 JUN 98
Client PO. No.: 190-00001-01
Project: 115046-01/MACON DOCKERY
Sampled By: Client
Code: 090980625
Page 15
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
---------- ------------------------------------------ -- -------------- ------ -- -- ------------
LCS/LCSD % Recovery 83311-11
83311-12 LCS Accuracy Control Limit (%R)
------------------------------------------------------------------------------------------
PARAMETER
Purgeable Halocarbons (8010)
1,1-Dichloroethene
Trichloroethylene
Purgeable Aromatics (8020)
Benzene
Toluene
Acetone
Suspended Solids (160.2)
Suspended Solids
Barium (6010)
Barium
Beryllium (6010)
Beryllium
Cadmium (7131)
Cadmium
Chromium (6010)
Chromium
Manganese (6010)
Manganese
Nickel (6010)
Nickel
Lead (7421)
Lead
83311-11
----------
140/130 %
110/100 %
110/100 %
110/100 %
100/102 %
98/98 %
104/103 %
105/104 %
95/98 %
107/107 %
109/109 %
104/103 %
107/108 %
----------
83311-12
----------
38-164 %
63-121 %
56-144 %
67-124 %
40-130 %
80-120 %
75-125 %
75-125 %
80-120 %
75-125 %
75-125 %
75-125 %
80-120 %
----------
Laboratories in Savannah, GA• Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL
•
•
•
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO: S8-83311
Received: 09 JUN 98
Reported: 22 JUN 98
Client PO. No.: 190-00001-01
Project: 115046-01/MACON DOCKERY
Sampled By: Client
Code: 090980625
Page 16
DATE/
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
83311-11
83311-12
-------------------------------------------------- ----------------------
LCS/LCSD % Recovery
LCS Accuracy Control Limit (%RI
--- ----------------- -- --------------------------- ------- ----------------
PARAMETER 83311-11 83311-12
Antimony (7041)
Antimony
Vanadium (6010)
Vanadium
Zinc (6010)
Zinc
112/112 %
106/105 %
109/107 %
80-120 %
75-125 %
75-125 %
Methods: EPA SW-846 and 40 CFR Part 136.
fr Elizabeth F. Project Manager
• Final Page Of Report
Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL
•
•
•
MACON/DOCKERY SITE
CORDOVA, NORTH CAROLINA
MONTHLY PROGRESS AND
O&MREPORT
APRIL 1998
jV! tt tl-1jt}7\_ L
RECEIVED
MAY 12·1998
SUPERFUNO SECTION
•
•
Macon/Dockery Site
Richmond County, North Carolina
May 8, 1998
Ms. Giezelle Bennett
Remedial Project Manager
US EPA, Region IV
61 Forsyth Street, S.W.
Atlanta, Georgia 30303-3104
Re: Macon/Dockery Site -Cordova, North Carolina
Monthly Progress and O & M Report -April 1998
Dear Ms. Bennett:
Reply to: Technical Committee
c/o David L. Jones
Ingersoll-Rand Company
114 Spencer Road
Cassopolis, Michigan
Phone: [phone]
Fax: [phone]
On behalf of the Macon/Dockery Site Group ("MDSG"), the April 1998 Monthly Progress and 0
& M Report is herewith submitted in accordance with SECTION XV -PROGRESS REPORTS of
the Unilateral Administrative Order ( effective date -June 30, 1992) for the Macon/Dockery Site .
This report describes activities which occurred during the month of April as part of the Remedial
Action phase of this project.
PROJECT TASKS INITIATED OR COMPLETED THROUGH APRIL 1998:
• Monthly sampling of the remediation systems effluent water.
• Continued O & M of systems.
• The MDSG received a letter dated March 20, 1998 from the North Carolina Department of
Environment and Natural Resources (NCDENR) regarding comments on monthly status
reports for November 1997, December 1997, and February 1998. The MDSG is currently
preparing a response to the comments.
RESULTS OF SAMPLING AND TESTING AND OTHER DATA RECEIVED:
• Laboratory results for April sampling of the remediation systems is included in this progress
report. Tables 1 to 4 summarize the analytical results for the four groundwater treatment
systems. The effluent concentrations are below the Remediation Performance Standard
except for manganese concentration reported in the effluent water sample collected from the
Upper Macon Source remediation system. The Remediation Performance Standard is 50
micrograms per liter (ug/L ). The manganese concentration reported in the effluent water
sample collected from the Upper Macon Source remediation system was 64 ug/L.
•
•
•
Ms. Giezelle Bennett
May 8, 1998
Page No. 2
• Table 5 summarizes mass removal estimates since system start-up.
• Upper Dockery flow meter reading for April totaled 419,475 gallons. System was
operational JOO% of the time averaging 8.09 gallons per minute (GPM). Mass VOC
removal was 0.35 pounds for the inonth and the cumulative is 7.42 pounds.
• Lower Dockery flow meter reading for April totaled 452,535 gallons. System was
operational 75% of the time averaging 8.73 GPM. Mass VOC removal was 0.22 pounds for
the month and the cumulative is 7.24 pounds.
• Macon Source Area flow meter reading for April totaled 600,075 gallons. System was
operational 100% of the time averaging 11.58 GPM. Mass voe removal was I.OJ pounds
for the month and the cumulative is 3.89 pounds.
• Upper/Lower Macon flow meter reading for April totaled 662,272 gallons. The Upper
Macon system was operational 86% of the time in April. The Lower Macon system was
operational 89% of the time in April. The combined system flow averaged 12. 78 GPM.
Mass voe removal was 0.13 pounds for the month and the cumulative is 3.46 pounds.
TASKS PLANNED FOR MAY 1998:
• Monthly sampling of the remediation systems effluent
• Quarterly sampling of the remediation system influent
• Quarterly groundwater level measurements and sampling of designated monitoring wells
• Quarterly air sampling
• Continue O &M of systems
• Respond to NeDENR comments by May 22, 1998
• Replacement of ion exchange media is scheduled for May 21, and 22, 1998
PROBLEMS AND DELAYS:
• April I 0, 16, 23 -The Lower Dockery System was found to be down on these dates due to
a high water level alarm condition in the air stripper. The suspected cause is the transfer
pump loses prime. The sump was manually pumped out and the system restarted after each
•
•
•
Ms. Giezelle Bennett
May 8, 1998
Page No. 3
v1s1t. The MDSG is proceeding to replace the resin filter media at the Lower Dockery
system. The resin replacement is expected to improve the water flow through the airstripper
and further reduce the concentration of manganese in the effluent water.
• April 1, through 23 -The flow meter at the Macon Source Area System malfunctioned and
was being repaired. On April 23, 1998, the repaired flow meter was reinstalled. An estimate
of the flow for the reporting period was made from the average flow rate between April 23,
and May 1, i998. .
• . April 1 through 23 -Wells UM-2 and UM-6 at the Upper Macon System are off because of
high water levels observed in the infiltration galleries. On April 23, 1998, both wells were
turned on because the high water levels previously observed in the infiltration galleries had
subsided.
• April 10 through 16 -The Upper and Lower Macon Systems and the Soil Vapor Extraction
system were off because of a blown fuse on the main power supply. Pee Dee Electric
Company replaced the fuse and the systems were restarted on April 16, 1998 .
• April 22 through 23 -The Upper Macon Remediation System was down because of an
electrical switch problem associated with the autodialer. The electrical problem was repaired
and the system restarted on April 23, 1998.
• Percent operational for each system: Upper Dockery
Lower Dockery
Upper Macon
Lower Macon
Macon Source Area
SVE system
spectfolly s[~
~]:\avid Jones
\..., r roject Coordinator
cc: Macon/Dockery Site Group Members
Mr. Mike Profit, COM Federal Programs
David Mattison, NC Super Fund Section
100%
75%
86%
89%
100%
89%
,____
•
Sample Date
Location
UD Effiuent 2/13/96 ·
2/14/96·
2/14/96·
2/15/96·
2/16/96'
2/17/96·
2/22/96 ·
2128/96,
3/8/96 -
4/3/96 ·
5/3/96 ·
6/5/96 ·
7/1/96 ·
8/1/96 .
9/4/96 ·
10/1/96 ·
lln/96 -
12/5/96 ·
1/6/97 .
2/5/97 ,
3/12/97 ·
4/8/97 '
5/14/97 -
6/6/97 ·
7/2/97 ·
8nt97 ·
9/5/97 ·
10/2/97 ·
11/13/97,
12/5/97 ·
1/9/98 ·
2/5/98 ·
3/5/98 ·
4/3/98 ·
Remed1at1on Perfonnance Standard
NA .. Not Analyzed
I, l -Dichloroethane
(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·
3500
•
Table 1
Groundwater Quality Summary
Upper Dockery
Macon/ Dockery Site
Richmond County, North Carolina
I, 1 -Dichloroethene Cis/trans-1,2-Dichloroethene Tetrachloroethene
(ug/L) (ug/L) (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 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
1.5 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0. <1.0 <1.0
7 70
•
1, 1, I-Trichloroethane Trichloroethylene
{ug/L) (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
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<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
•
Sample Date
Location
UD Effluent 2/13/96 •
2/14/96 ·
2/14/96 ·
2/15/96 ·
2/16/96 ·
2/17/96 ·
2/22/96 ·
2/28/96 ·
3/8/96 '
4/3/96,
5/3/96'
6/5/96 •
7/1/96 ·
8/1/96 •
9/4/96 ·
I 0/1/96 '
lln/96'
12/5/96 ·
1/6/97 ,
2/5/97'
3/12/97'
4/8/97 •
5/14/97 •
6/6/97 ·
7/2/97,
8/7/97 ,
9/5/97 .
10/2/97 ·
11/13/97 •
12/5/97 ,
1/9/98 ·
2/5/98 ,
3/5/98 ,
4/3/98 ,
Remed1auon Performance Standard
NA .. Not Analyzed
Toluene Total Xylenes
(ug/L) (ug/L)
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
3.9 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 "1,o'Ls
<1.0 s:1,0"' l'.
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0. <3.0 ·
1000 400
•
Table I (Continued)
Groundwater Quality Summary
Upper Dockery
Macon/Dockery Site
Richmond County North Carolina ' Acetone Chromium Barium Manganese
(ug/L) (ug/L) (ug/L) (ug/L)
70' 16 71 40
35• 15 53 14
<10 II 56 12
<10 12 53 14
<10 <10 53 11
<10 II 55 12
<10 <10 <50 8.3
<10 13 <50 9.6
25 <10 <50 6.9
28 11 50 <5.0
52 <10 <50 <5.0
<10 <10 <50 <5.0
<10 <10 <50 <5.0
20 14 51 7
<10 <10 55 <5.0
<10 <IO <50 5.9
<10 15 59 <5.0
<10 12 54 5.1
<10 13 54 <5.0
<10 15 61 5.9
<10 <10 69 <5.0
<10 <10 63 <5.0
<10 <10 60 7.2
<10 <10 52 <5.0
<10 <10 55 <5.0
<IO <10 <50 <5.0
<IO <10 110 5.2
<IO <10 50.1 <5.0
,;}:O'L ,o 12. I ..S-5:olo M 18.6
-<1:0 < /0 <10 <50 <5.0
<10 11 <50 <5.0
<10 <10 <50 <5.0
<10 <10 <200 <15
<10 • <10 · <200 · 5.2 ·
3500 50 1000 50
•
Zinc Lead Suspended Solids
(ug/L) (ug/L) (mg/L)
22 <3.0 14
<20 <3.0 11
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 10
<20 <3.0 <5.0
<20 <3.0 5
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 8
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
24.8 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 . <3.0 · <5.0 ·
5000 15
•
Sample Date Chlorofonn
Location (ug/L)
LD Effluent 2/13/96 · <LO
2/14/96' <LO
2/14/96 · <LO
2/15/96· <LO
2/16/96 · <LO
2/22/96, <LO
2/28/96 · <LO
3/8/96 · <1.0
4/3/96 · <1.0
5/3/96' <LO
8/1/96 ' <LO
9/4/96 · <LO
10/1/96' <LO
11/7/96 · <LO
12/5/96' <LO
1/6/97 · <1.0
3/12/97· <LO
4/8/97 · <LO
5/14/97 · <LO
6/6/97 . <1.0
7/2/97, <LO
8/7/97 · <1.0
915197 · <LO
10/2/97· <1.0
11/13/97 · <1.0
12/5/97 · <1.0
1/9/98 · <1.0
2/5/98 , <LO
3/5/98 ' <LO
4/3/98 , <1.0 <
Remed1at1on Perfonnance Standard
• Table 2
Groundwater Quality Summary
Lower Dockery
Macon/ Dockery Site
Richmond County, North Carolina
I, I -Dichloroethane 1,1 -Dichloroethene Cis/trans-1,2-Dichloroethene
(ug/L} (ug/L} (ug/L)
<LO <LO <LO
<LO <LO <LO
<LO <LO <LO
<LO <LO <1.0
<LO <LO <LO
<LO <LO <1.0
<1,0 <LO <LO
<LO <1.0 <1.0
<LO <LO <LO
<LO <LO <LO
<LO <LO <LO
<1.0 <1.0 <1.0
<LO <LO <LO
<LO <LO <1.0
<LO <LO <LO
<1.0 <LO <LO
<LO <LO <LO
<LO <LO <LO
<LO <1.0 <LO
<LO <LO <1.0
<LO <LO <LO
<1.0 <1.0 <LO
<LO <LO <1.0
<LO <1.0 <1.0
<LO <1.0 <LO
<LO <1.0 <1.0
<LO <1.0 <LO
<LO <1.0 <LO
17 3.2 <1.0
<LO -<LO <LO,
3500 7 70
•
Methylene chloride 1, 1, I-Trichloroethane
(ug/L) (ug/L)
<2.0 <LO
<2.0 <LO
<2.0 <LO
<2.0 <1.0
<2.0 <LO
<2.0 <LO
<2.0 <LO
<2.0 <1.0
<2.0 <1.0
<2.0 <LO
<2.0 <LO
<2.0 <LO
<2.0 <LO
<2.0 <1.0
<2.0 <LO
<2.0 <LO
<2.0 <LO
<2.0 <LO
<2.0 <1.0
<2.0 <1.0
<2.0 <1.0
<2.0 <1.0
<2,0 <LO
<2,0 <1.0
<2.0 <1.0
<2.0 <1.0
<2.0 <LO
<2.0 <1.0
__:;:.l:0-<. l. . 0 5.5
5J:-0<::2 0 <1.0'
5 200
•
Sample Date Trichloroethylene Benzene
Location (ug/L) (ug/L)
LD Effluent 2113/96· <1.0 <1.0
2/14/96' <1.0 <1.0
2114/96· <1.0 <1.0
2115/96' <1.0 <1.0
2116/96 • <1.0 <1.0
2122/96 · <1.0 <1.0
2128/96 · <1.0 <1.0
3/8/96 · <1.0 <1.0
4/3/96 · <1.0 <1.0
5/3/96 · <1.0 <1.0
8/1/96 · <1.0 <1.0
9/4/96 · <1.0 <1.0
10/1/96· <1.0 <1.0
1117/96 · <1.0 <1.0
1215196 · <1.0 <1.0
1/6/97 · <1.0 <1.0
3/12/97• <1.0 <1.0
4/8/97 · <1.0 <1.0
5/14/97-<1.0 <1.0
6/6/97 • <1.0 <1.0
7/2197 · <1.0 <1.0
817/97, <1.0 <1.0
9/5/97. <1.0 <1.0
10/2/97· <1.0 <1.0
11/13/97 • <1.0 <1.0
1215/97-<1.0 <1.0
1/9/98 · <1.0 <1.0
215/98 · <1.0 <1.0
3/5/98 · <1.0 <1.0
4/3/98 -<1.0. <l.O·
Remed1auon Perfonnance Standard 2.8
• TABLE 2 (Continued)
Groundwater Quality Summary
Lower Dockery
Macon/ Dockery Site
Richmond County, North Carolina
Toluene Total Xylenes Chromium
(ug/L) (ug/L) (ug/L)
<1.0 <3.0 <IO
<1.0 <3.0 <IO
<1.0 <3.0 <ID
<1.0 <3.0 <IO
<1.0 <3.0 <IO
<1.0 <3.0 <IO
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <IO
<1.0 <3.0 <IO
<1.0 <3.0 <IO
<1.0 <3.0 <IO
<1.0 <3.0 <10
3.4 <3.0 <10
<1.0 <3.0 <IO
<1.0 <3.0 <IO
<1.0 <3.0 <IO
<1.0 <3.0 <IO
<1.0 <3.0 <IO
<1.0 <3.0 <10
<1.0 <3.0 <IO
<1.0 <3.0 <IO
<1.0 <3.0 <IO
<1.0 <3.0 <10
<1.0 <3.0 <IO
<1.0 <3.0 <IO
<1.0 <3.0 <IO
<1.0 <3.0 <IO
<1.0 <3.0 <IO
<1.0, <3.0 · <10 •
1000 400 50
•
Barium Manganese Zinc Cadmium Susperided Solids
(ug/L) (ug/L) (ug/L) (ug/L) (mg/L)
<50 <5.0 <20 <0.30 <5.0
<50 <5.0 <20 <0.30 <5.0
<50 <5.0 <20 <0.30 11
<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 11 <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 I
<50 <5.0 <20 <0.30 <5.0
<50 <5.0 <20 <1~ <5.0
<50 160 -)>IK< L• <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 ·
1000 50 5000 5
•
Sample Date Chloroform 1,1 -Dich1oroethanc
Location (ug'L) (ug'L)
UMSA Effluent 2/13/96 • <l.O <1.0
2/14/96· <LO <1.0
2/14/96 · <1.0 <1.0
2/15196 • <1.0 <1.0
2/16/96 · <1.0 <t.O
2/17/96 · <1.0 <1.0
2/22/96 · <1.0 <l.O
2/28/96 · <1.0 <1.0
3/8196 · <1.0 <LO
4/3/96 • <1.0 <1.0
5/3/96 · <1.0 <1.0
6/5/96 · <1.0 <1.0
7/1/96' <LO <l.O
7/30/96 · <1.0 <1.0
9/4/96 • <1.0 <1.0
10/1/96• <I.0 <LO
lln/96• <1.0 <1.0
12/5/96· <1.0 <1.0
1/6/97· <1.0 <1.0
2/4/97 · <1.0 <1.0
3/12/97 · <1.0 <1.0
4/8/97 · <l.O <1.0
5/12/97 · <1.0 <I.O
6/6/97 • <1.0 <I.O
712/97 · <1.0 <1.0
8n/97· <1.0 <l.O
9/5/97 · <1.0 <1.0
10/2/97. <1.0 <1.0
11/13/97' <1.0 <1.0
12/5/97 · <1.0 <1.0
1/9/98 · <1.0 <1.0
2/5/98 • <LO <l.O
3/5/98 . <1.0 <1.0
4/3/98 • <1.0 . <1.0
Rcmcdianon Pcrl"oimancc Standard 3500
•
Table 3
Groundwater Quality Summary
Upper Macon Source Area
Macon/ Dockery Site
Richmond County, North Carolina
I, I • Dichloroethene Cis/trans-1,2-Dichlorocthene Tetrachloroethene
(ug'L) (ug'L) (ug/L)
<1.0 <LO <).0
<l.O <1.0 <1.0
<I.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <LO <LO
<1.0 <LO <1.0
<I.O <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 <1.0 <1.0
<1.0 <LO <1.0
<l.0 <1.0 <I.0
<1.0 <1.0 <l.O
<1.0 <1.0 <1.0
<l.0 <1.0 <LO
<1.0 <l.O <1.0
<1.0 <l.O <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <l.O
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<l.O <1.0 <l.O
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <l.O
<1.0 <1.0 <1.0
<t.O <l.O <1.0
<1.0 <LO· <1.0
7 70
•
1,1, I-Trichloroethane Trichloroethylenc
(ug'L) (ug'L)
<1.0 <1.0
<1.0 <1.0
<I.0 <1.0
<l.O <1.0
<1.0 <1.0
<l.O <LO
<i.O <LO
<1.0 <1.0
<1.0 <1.0
<1.0 <LO
<1.0 <1.0
<l.O <1.0
<LO <LO
<1.0 <1.0
<LO <1.0
<1.0 <1.0
<1.0 <1.0
<LO <1.0
<1.0 <l.0
<1.0 <1.0
<LO <1.0
<1.0 <I.0
<1.0 <1.0
<t.0 <1.0
<1.0 <1.0
<1.0 <l.O
<1.0 <1.0
<1.0 <LO
<1.0 <l.O
<1.0 <1.0
<1.0 <l.O
<1.0 <1.0
<1.0 <l.O
<1.0 · <l.O
200 2.8
•
Sample Dato Vinyl chloride Benzene
Location (uglL) (uglL)
UMSA!nllli<t\l 2/13/96 · <l.0 <LO
2/14/96 · <1.0 <1.0
2/14/96 1 <l.O <LO
2/15/96· <l.O <1.0
2/16/96• <1.0 <1.0
2/17/96' <1.0 <1.0
2/22/96' <l.O <LO
2/28/96• <1.0 <1.0
3/8/96 · <1.0 <1.0
4/3/96 · <1.0 <1.0
5/3/96 · <1.0 <1.0
6/5/96 • <l.O <1.0
7/1/96' <I.0 <1.0
7/30196· <1.0 <LO
9/4196 • <1.0 <1.0
1011/96 · <1.0 <l.0
lln/96' <LO <1.0
1215/96 · <1.0 <1.0
116197 • <1.0 <1.0
214197, <1.0 <1.0
3/12197, <l.0 <1.0
4/8/97 • <1.0 <1.0
5/12197 · <l.O <1.0
6/6/97 • <l.O <1.0
7/2197 · <1.0 <1.0
8n/97' <LO <1.0
9/5/97 • <1.0 <1.0
10/2/97 · <1.0 <1.0
11/13/97' <1.0 <1.0
12/5/97 · <1.0 <1.0
1/9/98 • <l.O <1.0
2/5/98 · <1.0 <1.0
3/5198 • <1.0 <1.0
4/3/98 • <}.0 I <1.0.
Remediation Pcdonnancc Standard
Toluene
(uglL)
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<l.0
<1.0
<1.0
<1.0
<1.0
2.9
<1.0
<1.0
<1.0
<1.0
<LO
<1.0
<1.0
<LO
<1.0
<1.0
<1.0
<LO
<1.0
<1.0
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
•
Table 3 (Continued)
Groundwater Quality Summary
Upper Macon Source Area
Macon/Dockery Site
Richmond County, North Carolina
Chromium Barium Manganese
(uglL) (uglL) (uglL)
16 150 330
<IO I 10 190
<IO 110 160
<10 100 140
<10 130 170
<10 120 120
<IO 120 70
<10 130 51
<IO 120 37
<IO 110 27
<10 120 26
<IO 130 22
12 110 14
<IO 200 110
11 170 68
<IO 130 13
<IO 140 13
<IO 170 17
<IO 200 46
<IO 160 29
<10 130 30
<IO 200 30
12 210 95
<IO 240 74
<10 180 41
11 230 250
<10 130 27
<IO 185 31.l
<10 129 84.2
<10 150 160
<IO 180 33
<IO 200 20
11 210 160
<1.0. <10 <200 · 64 ·
1000 so 1000 50
•
Zinc Cadmium u:ad Mercury Suspended Solids
(uglL) (uglL) (uglL) (uglL) (mglL)
74 <0.30 4.2 <.2 57
20 <0.30 <3.0 <.2 <5.0
<20 <0.30 <3.0 <.2 <5.0
<20 <0.30 <3.0 <.2 <5.0
<20 <0.30 <3.0 0.26 18
<20 <0.30 <3.0 <" -· <5.0
<20 <0.30 <3.0 <.2 <5.0
<20 <0.30 <3.0 <.2 <5.0
<20 <0.30 <3.0 <.2 <5.0
<20 <0.30 <3.0 <.2 s
<20 <0.30 <3.0 <.2 <5.0
<20 <0.30 <3.0 <.2 6
<20 <0.30 <3.0 NA <5.0
41 <0.30 9.2 NA 23
26 <0.30 66 NA 16
<20 0.47 <3.0 NA. 24
<20 <0.30 <3.0 NA 26
<20 <0.30 <3.0 <0.20 s
25 <0.30 3.5 NA 120
<20 <0.30 <3.0 NA 8
<20 <0.30 <3.0 NA <5.0
<20 <0.30 <3.0 NA 7
35 <0.30 <3.0 NA 100
<20 <0.30 <3.0 NA <5.0
<20 <0.30 <3.0 NA <5.0
40 <0.30 4.8 NA NA
<20 <0.30 <3.0 NA 22
<20 <0.3_0 <3.0 NA 11
<20 <f. <3.0 NA 8
26 <0.30 6.5 NA <5.0
<20 <0.30 <3.0 NA <5.0
<20 <0.30 <3.0 NA 6
25 <0.30 4.1 NA <5.0
<20 • <0.30, <3.0· NA <5.0 ·
5000 15 1.1
•
Sample Date Chlorofonn 1, I -Dichloroethanc
Location (ug/L) (ug/L)
U/L Emuent 2/21/96 · <1.0 <1.0
2/22/96 · <1.0 <1.0
2/22/96• <1.0 <1.0
2/23/96 · <1.0 <1.0
2/24/96 ' <I.0 <1.0
212S196· <1.0 <1.0
2/28/96 • <1.0 <1.0
3/8/96. <1.0 <1.0
3/16/96 · <1.0 <1.0
4/3/96 ' <LO 1.8
S/3196 • <1.0 <1.0
6/S/96 · <1.0 <1.0
711196 ' <1.0 <1.0
7/30/96' <1.0 <1.0
9/4/96 · <1.0 <1.0
10/1/96' <l.O <l.O
lln/96· <1.0 <1.0
121S/96 · <1.0 <1.0
1/6/97 · <1,0 <1.0
214/97 · <I.O <1.0
3/12/97" <1.0 <1.0
4/8/97 • <1.0 <1.0
S/12197 · <1.0 <1.0
6/6/97 • <1.0 <1.0
7/2/97 · <1.0 2.4
712S/97· NA NA
Bn/97• <1.0 <1.0
9/S/97 · <1.0 <l.O
10/2/97 • <LO <1.0
11/13/97 · <LO <1.0
121S/97 • <1.0 <1.0
1/9/98 · <1.0 <1.0
2/l/98 · <1.0 <1.0
3/l/98 • <1.0 <1.0
4/3/98 • <1.0 <1.0
Remed1at1on Performance Standard 3500
• Table 4
Groundwater Quality Summary
Upper/Lower Macon System
Macon/ Dockery Site
Richmond County, North Carolina
1, l -Dichlorocthene Cis/trans-1,2-Dichloroethene Methylene chloride
(ug/L) (ug/L) (ug/L)
<1.0 <1.0 <2.0
1.8 <1.0 16
<1.0 <l.O <2.0
<1.0 <1.0 <2.0
<LO <l.0 <2.0
<1.0 <l.O · <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 1.6 <2.0
<1.0 <1.0 <2.0
<LO <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <l.O <2.0
<1.0 <l.O <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1,0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <l.O <2.0
<1.0 1.8 <2.0
NA NA NA
<1.0 <1.0 <2.0
<l.O <1.0 <2.0
<1.0 <1.0 <2.0
<l.O <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0. <1.0, <2.0,
7 70 5
•
Tetrachloroethene I, I, I-Trichloroethane
(ug/L) (ug/L)
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <I.0
<1.0 <1.0
<l.0 <l.O
<1.0 <1.0
<1.0 <1.0
<l.O <l.0
<LO <l.0
<1.0 <l.O
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<l.0 <1.0
<1.0 <l.0
<1.0 <1.0
<l.O <l.O
<1.0 <l.O
<1.0 <1.0
<1.0 <l.O
<1.0 <1.0
<LO <1.0
NA NA
<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
200
•
Sample Date Trichloroethylene Toluene
Location (ug/L) (ug/L)
U/1! llltll10lll 2121196 · <1.0 <1.0
2122196 • <1.0 <1.0
2122/96 · <1.0 <1.0
2123196' <1.0 <1.0
2124196 ' <1.0 <1.0
2125196, <1.0 <1.0
2/28/96 · <1.0 <1.0
3/8/96 , <1.0 <1.0
3/16196, <1.0 <1.0
4/3196 • 1.9 <1.0
5/3196 ' <1.0 <1.0'
6/5196 · <1.0 2.1
7/1/96 • <1.0 <1.0
7130196· <1.0 <1.0
9/4/96 ' <1.0 <1.0
10/1196' <1.0 <1.0
lln/96• <1.0 <I.0
12/5196, <1.0 <1.0
116197 , <1.0 <1.0
214197 • <l.O <1.0
3/12/97' <1.0 <1.0
4/8197 • <1.0 <l.O
5112/97, <1.0 <1.0
6/6/97 , <1.0 <1.0
7/2197 · <1.0 <1.0
7/25/97 · NA NA
8n/97. <1.0 <1.0
9/5/97 I <1.0 <1.0
1012197· <1.0 <1.0
I 1/13197 · <1.0 <1.0
12/5197 •, <1.0 <1.0
1/9/98 , <1.0 <1.0
2/5198 · <1.0 <1.0
3/5198 • <1.0 <1.0
4/3198 · <1.0 · <1.0 ·
Remed1at1on Performance Standard 2,8 1000
•
Chromium
(ug/L)
<10
130
<IO
<10
<10
<10
<IO
<10
<10
<10
<IO
<IO
<10
<10
<10·
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
NA
<10
<10
<10
<10
<10
<10
<IO
<10
<10 •
50
Table 4 (Continued)
Groundwater Quality Summary
Upper/Lower Macon System
Macon/Dockery Site '
Richmond County, North Carolina
Barium Manganese Zinc
(ug/L) (ug/L) (ug/L)
59 100 98
70 120 120
72 120 120
80 140 130
83 150 150
90 160 170
<50 32 59
<50 39 56
<50 31 51
<50 44 54
31 10 21
<50 7,5 <20
<50 <5.0 <20
<50 <5.0 <20
<50 <5.0 <20
<50 <5.0 <20
<50 <5.0 <20
<50 <5.0 <20
<50 <5.0 <20
39 <S.O <20
<50 <5.0 <20
<50 <5.0 <20
<50 <5.0 <20
<50 <5.0 <20
<50 79 <20
NA 36 NA
<50 5.4 <20
<50 <5.0 <20
<50 6.3 <20
<50 <5.0 <20
<50 <5.0 <20
<50 <5.0 <20
56 <5.0 <20
<200 <15 <20
<200· <5.0 · <20·
1000 50 5000
Lead Suspended Solids
(ug/L) (mg/L)
4 <5.0
5.2 <5.0
5.7 <5.0
4,9 <5.0
3.7 <5.0
3.6 <5.0
<3.0 8
<3.0 <5.0
<3.0 <S.O
3.6 10
<3.0 <5.0
<3.0 <5.0
<3.0 <S.O
<3.0 <S.O
<3.0 <5.0
<3.0 24
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 8
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
NA NA
3.1 NS
<3.0 <5.0
<3.0 25
<3.0 <5
<3.0 <5
<3.0 <5
<3.0 <5
<3.0 <5.0
<3.0 · <5.0 •
15
•
System Month
Upper Dockery Mar-96
Apr-96
May-96
Jun-96
Jul-96
Aug-96
Sep-96
Oct-96
Nov-96
Dec-96
Jan-97
Feb-97
Mar-97
Apr-97
May-97
Jun-97
Jul-97
Aug-97
Sep-97 • Oct-97
Nov-97
Dec-97
Jan-98
Feb-98
Mar-98
Apr-98
Lower Dockery Mar-96
Apr-96
May-96
Jun-96
Jul-96
Aug-96
Sep-96
Oct-96
Nov-96
Dec-96
Jan-97
Feb-97
Mar-97
Apr-97
May-97
Jun-97
Jul-97
Aug-97
Sep-97
Oct-97 • Nov-97
Dec-97
Jan-98
Feb-98
Mar-98
Apr-98
TABLE 5
SUMMARY OF MASS voe REMOVAL ESTIMATES
MACON/DOCKERY SITE
RICHMOND COUNTY, NORTH CAROLINA
PAGE 1 OF 2
Average Total
Monthly Flow voe Pounds of voe
Volume Concentration Removed For Month
(gallons) (ug/L) (Pounds)
400,155 196 0.65
286,151 210 0.50
66,826 177 0.10
97,350 120 0.10
163,426 108 0.15
218,330 284 0.52
149,420 284 0.35
140,191 284 0.33
438,013 294 1.07
161,903 294 0.40
294,071 294 0.72
267,596 131 0.29
250,068 131 0.27
276,556 131 0.30
289,938 76 0.18
135,575 76 0.09
99,896 76 0.06
70,967 54 0.03
56,256 54 0.03
277,505 54 0.12
143,168 108 0.13
78,332 108 0.07
103,968 108 0.09
296,588 99.3 0.25
326,525 99.3 0.27
419,475 99.3 0.35
328,448 200 0.55
191,090 150 0.24
245,715 148 0.30
8,619 152 0.01
151,827 152 0.19
126,232 170 0.18
63,833 170 0.09
460,379 170 0.65
183,210 140.8 0.22
137,594 140.8 0.16
286,202 140.8 0.34
90,912 140.8 0.11
277,823 110 0.25
180,560 110 0.17
684,855 116 0.66
501,987 116 0.49
581,027 116 0.56
414,199 84 0.29
481,049 84 0.34
457,604 84 0.32
308,483 62 0.16
272,079 62 0.14
786,548 62 0.41
123,013 57.9 0.06
287,027 57.9 0.14
452,535 57.9 0.22
Cumulative VOCs
Removed
(Pounds)
0.65
1.15
1.25
1.35
1.49
2.01
2.36
2.70
3.77
4.17
4.89
5.18
5.45
5.75
5.94
6.02
6.08
6.12
6.14
6.27
6.40
6.47
6.56
6.81
7.08
7.42
0.55
0.79
1.09
1.10
1.29
1.47
1.56
2.22
2.43
2.59
2.93
3.04
3.29
3.46
4.12
4.61
5.17
5.46
5.80
6.12
6.27
6.41
6.82
6.88
7.02
7.24
I
System Month
Macon Source Area Mar-96
Apr-96
May-96
Jun-96
Jul-96
Aug-96
Sep-96
Oct-96
Nov-96
Dec-96
Jan-97
Feb-97
Mar-97
Apr-97
May-97
Jun-97
Jul-97
Aug-97
Sep-97 • Oct-97
Nov-97
Dec-97
Jan-98
Feb-98
Mar-98
Apr-98
U/L Macon Mar-96
Apr-96
May-96
Jun-96
Jul-96
Aug-96
Sep-96
Oct-96
Nov-96
Dec-96
Jan-97
Feb-97
Mar-97
Apr-97
May-97
Jun-97
Jul-97
Aug-97
Sep-97
Oct-97 • Nov-97
Dec-97
Jan-98
Feb-98
Mar-98
Apr-98
TABLE 8
SUMMARY OF MASS voe REMOVAL ESTIMATES
MACON/DOCKERY SITE
RICHMOND COUNTY, NORTH CAROLINA
PAGE2OF 2
Average Total
Monthly Flow voe Pounds of VOC
Volume Concentration Rel'!loved For Month
(gallons) (ug/L) (Pounds)
426,083 55 0.20
364,772 61 0.18
257,720 41 0.09
114,048 60 0.06
202,477 43 0.07
207,503 61 0.11
209,649 61 0.11
101,512 61 0.05
116,354 42.6 0.04
137,045 42.6 0.05
146,036 42.6 0.05
215,730 63.9 0.11
223,222 63.9 0.12
253,167 63.9 0.13
223,177 82 0.15
234,669 82 0.16
117,736 82 0.08
50,248 124.9 0.05
36,264 124.9 0.04
70,207 124.9 0.07
102,326 122.5 0.10
114,452 122.5 0.12
178,387 122.5 0.18.
178,387 201.6 0.30
145,526 201.6 0.24
600,075 · 201.6 1.01
375,318 24 0.07
709,726 24 0.14
482,220 23 0.09
48,305 31 0.01
759,920 22 0.14
638,400 31 0.17
302,505 31 0.08
640,760 31 0.17
871,155 25.3 0.18
725,549 25.3 0.15
596,131 25.3 0.13
795,239 24.4 0.16
939,710 24.4 0.19
918,080 24.4 0.19
999,040 24 0.20
605,792 24 0.12
223,859 24 0.05
911,679 23 0.18
917,631 23 0.18
821,135 23 0.16
140,796 16 0.02
844,299 16 0.11
531,692 16 0.07
1,051,002 22.9 0.20
932,266 22.9 0.18
662,272 22.9 0.13
Cumulative VOCs
Removed
(Pounds)
0.2
0.38
0.47
0.53
0.60
0.71
0.82
0.87
0.91
0.96
1.01
1.12
1.24
1.38
1.53
1.69
1.77
1.82
1.86
1.93
2.04
2.15
2.34
2.64
2.88
3.89
0.07
0.21
0.31
0.32
0.46
0.62
0.70
0.87
1.05
1.20
1.33
1.49
1.68
1.87
2.07
2.19
2.24
2.42
2.59
2.75
2.77
2.89
2.96
3.16
3.34
3.46
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC .
• 5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
LOG NO: S8-81884
Received: 04 APR 98
Reported: 16 APR 98
Mr. Steve Irminger
Applied Earth Sciences
751 Arbor Street
Concord, NC 28025
Project: Macon/Dockery 109564-04
Sampled By:·Client
Code: 134080420
REPORT OF RESULTS Page 1
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
81884-1
81884-2
81884-3
81884-4
Lower Dockery Eff
Upper Dockery Eff
Macon Source Eff
Macon Pad Eff
PARAMETER
Purgeable Halocarbons (8010)
•
Chloroform, ug/1
1,1-Dichloroethane, ug/1
1,1-Dichloroethene, ug/1
•
Cis/Trans-1,2-Dichloroethene, ug/1
Methylene chloride (Dichloromethane), ug/1
Tetrachloroethene, ug/1
1,1,1-Trichloroethane, ug/1
Trichloroethylene, ug/1
Vinyl chloride, ug/1
Surrogate~ Brornochl?romethane
Date Analyzed
Dilution factor
Batch ID
81884-1
<1.0
<1.0
<1.0
<1.0
<2.0
<1.0
<1.0
<1.0
<1.0
90 %
04.08.98
1.0
0406A
81884-2
<1.0
<1.0
<1.0
<1.0
<2.0
<1.0
<1.0
<1.0
<1.0
78 .%
04.08.98
1. 0
0406A
04-03-98
04-03-98
04-03-98
04-03-98
81884-3
<l.0
<1.0
<l.0
<1.0
<2.0
<1.0
<1.0
<1.0
<l.0
85 %
04.08.98
1. 0
0406A
81884-4
<1.0
<1.0
<1.0
<1.0
<2.0
<1.0
<1.0
<1.0
<1.0
96 %
04.08.98
1.0
0406A
Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC .
• 5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
751 Arbor Street
Concord, NC 28025
LOG NO: S8-81884
Received: 04 APR 98
Reported: 16 APR 98
Project: Macon/Dockery 109564-04
Sampled By: Client
Code: 134080420
REPORT OF RESULTS Page 2
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES
81884-1
81884-2
81884-3
81884-4
Lower Dockery Eff
Upper Dockery Eff
Macon Source Eff
Macon Pad Eff
PARAMETER
.Purgeable Aromatics (8020)
•
Benzene, ug/1
Toluene, ug/1
Total Xylenes, ug/1
Acetone, ug/1
Surrogate -a,a,a-Trifluorotoluene
Date Analyzed
Dilution factor
Batch ID
Suspended Solids (160.2)
Suspended Solids, mg/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Barium (6010)
Barium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
•
81884-1
<1.0
<1.0
<3.0
<10
100 %-
04.08.98
1.0
0406A
<5.0
04.06.98
04.06.98
1.0
0406C
<200
04.06.98
04.08.98
1.0
04061
81884-2
<1.0
<1.0
<3.0
<10
100 %-
04 .08 .98
1.0
0406A
<5.0
04.06.98
04.06.98
1.0
0406C
<200
04.06.98
04. 08. 98
1.0
04061
DATE/
TIME SAMPLED
04-03-98
04-03-98
04-03-98
04-03-98
81884-3
<1.0
<1.0
<3.0
<10
100 %
04.08.98
1.0
0406A
<5.0
04.06.98
04.06.98
1.0
0406C
<200
04.06.98
04.08.98
1.0
04061
81884-4
<1.0
<1.0
<3.0
<10
100 %
04.08.98
1.0
0406A
<5.0
04.06.98
04.06.98
1.0
0406C
<200
04.06.98
04.08.98
1.0
04061
Laboratories in Savannah, GA• Tallahassee, FL• Tampa, FL • Deerfield Beach, FL • Mobile, AL
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC .
• 5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
751 Arbor Street
Concord, NC 28025
LOG NO: S8-81884
Received: 04 APR 98
Reported: 16 APR 98
Project: Macon/Dockery 109564-04
Sampled By: Client
Code: 134080420
REPORT OF RESOLTS Page 3
DATE/
LOG NO SAMPLE DESCRIPTION, LIQOID SAMPLES TIME SAMPLED
81884-1
81884-2
81884-3
81884-4
PARAMETER
Lower Dockery Eff
Opper Dockery Eff
Macon Source Eff
Macon Pad Eff
Beryllium (6010)
•
Beryllium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Chromium (6010)
Chromium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Manganese (6010)
Manganese, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
----------
81884-1
<5.0
04.06.98
04.08.98
1.0
0406I
<10
04.06.98
04.08.98
1.0
0406I
39
04.06.98
04.08.98
1.0
0406I
----------
81884-2
<5.0
04.06.98
04.08.98
1. 0
0406I
<10
04.06.98
04.08.98
1. 0
0406I
5.2
04.06.98
04.08.98
1.0
0406I
----------
04-03-98
04-03-98
04-03-98
04-03-98
81884-3
<5.0
04.06.98
04.08.98
1.0
0406I
<10
04.06.98
04.08.98
1.0
0406I
64
04.06.98
04.08.98
1. 0
0406I
----------
81884-4
<5.0
04.06.98
04.08.98
1.0
0406I
<10
04.06.98
04.08.98
1. 0
0406I
<5.0
04.06.98
04.08.98
1. 0
0406I
----------
Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL
•
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC .
• 5102 LaRoche Avenue• Savannah. GA 31404 • [phone] • Fax [phone]
LOG NO: S8-81884
Received: 04 APR 98
Reported: 16 APR 98
Mr. Steve Irminger
Applied Earth Sciences
751 Arbor Street
Concord, NC 28025
Project: Macon/Dockery 109564-04
Sampled By: Client
Code: 134080420
REPORT OF RESULTS Page 4
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
81884-1 Lower Dockery Eff. 04-03-98
81884-2 Upper Dockery Eff 04-03-98
81884-3 Macon Source Eff 04-03-98
81884-4 Macon Pad Eff 04-03-98
PARAMETER
Nickel ( 6010)
•
Nickel, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Vanadium ( 6010)
Vanadium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Cadmium (7131)
Cadmium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
•
----------
----------
81884-1
----------
<40
04.06.98
04.08.98
1. 0
0406I
<50
04.06.98
04.08.98
1.0
0406I
<0.30
04.06.98
04.14.98
1. 0
0406H
----------
81884-2 81884-3
--------------------
<40 <40
04.06.98 04.06.98
04.08.98 04.08.98
1. 0 1.0
0406I 0406I
<50 <50
04.06.98 04.06.98
04.08.98 04.08.98
1.0 1. 0
0406I 0406I
<0.30 <0.30
04.06.98 04.06.98
04.14.98 04.14.98
1. 0 1. 0
0406H 0406H
--------------------
81884-4
----------
<40
04.06.98
04.08.98
1. 0
0406I
<50
04.06.98
04.08.98
1.0
0406I
<0.30
04.06.98
04.14.98
1.0
0406H
----------
Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC .
• 5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
751 Arbor Street
Concord, NC 28025
LOG NO: S8-81884
Received: 04 APR 98
Reported: 16 APR 98
Project: Macon/Dockery 109564-04
Sampled By: Client
Code: 134080420
REPORT OF RESULTS Page 5
DATE/
LOG NO SAMPLE DESCRIP\ION, LIQUID SAMPLES TIME SAMPLED
81884-1
81884-2
81884-3
81884-4
PARAMETER
Lead (7421)
Lead, ug/1
Lower Dockery Eff
Upper Dockery Eff
Macon Source Eff
Macon Pad Eff
• Preparation Date
Date Analyzed
Dilution factor
Batch ID
Antimony (7041)
Antimony, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
•
Zinc (6010)
Zinc, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
----------
----------
81884-1
----------
<3 .0
04.06.98
04.08.98
1.0
0406H
<10
04.07.98
04.15.98
1.0
0407G
<20
04.06.98
04.08.98
1.0
0406I
----------
81884-2
----------
<3.0
04.06.98
04.08.98
1.0
0406H
<10
04.07.98
04.15.98
1. 0
0407G
<20
04.06.98
04.08.98
1.0
0406I
----------
04-03-98
04-03-98
04-03-98
04-03-98
81884-3
----------
<3.0
04.06.98
04.08.98
1.0
0406H
<10
04.07.98
04.15.98
1. 0
0407G
<20
04.06.98
04.08.98
1. 0
0406I
----------
81884-4
----------
<3. 0
04.06.98
04.08.98
1.0
0406H
<10
04.07.98
04.15.98
1. 0
0407G
<20
04.06.98
04.08.98
1. 0
0406I
----------
Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC .
• 5102 LaRoche Avenue• Savannah. GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
751 Arbor Street
Concord, NC 28025
LOG NO: S8-81884
Received: 04 APR 98
Reported: 16 APR 98
Project: Macon/Dockery 109564-04
Sampled By: Client
Code: 134080420
REPORT OF RESULTS Page 6
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
81884-5 Trip Blank 04-03-98
PARAMETER
Purgeable Halocarbons (8010)
Chloroform, ug/1
1,1-Dichloroethane, ug/1
1,1-Dichloroethene, ug/1
•
Cis/Trans-1,2-Dichloroethene, ug/1
Methylene chloride (Dichloromethane), ug/1
Tetrachloroethene, ug/1
· 1, 1, 1-Trichloroethane, ug/1
Trichloroethylene, ug/1
Vinyl chloride, ug/1
Surrogate -Bromochloromethane
Date Analyzed
Dilution factor
Batch ID
Purgeable Aromatics (8020)
Benzene, ug/1
Toluene, ug/1
Total Xylenes, ug/1
Acetone, ug/1
Surrogate -a,a,a-Trifluorotoluene
Date Analyzed
Dilution factor
Batch ID
81884-5
<1.0
<1. 0
<1.0
<1.0
<2.0
<1.0
<1.0
<1.0
<1.0
80 %-
04.08.98
1.0
0406A
<1.0
<1.0
<3.0
<10
100 %
04.08.98
1. 0
0406A
Laboratories in Savannah, GA• Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC .
• 5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
Mr. Steve Inninger
Applied Earth Sciences
751 Arbor Street
Concord, NC 28025
LOG NO: SS-81884
Received: 04 APR 98
Reported: 16 APR 98
Project: Macon/Dockery 109564-04
Sampled By: Client
Code: 134080420
REPORT OF RESULTS Page 7
LOG NO
81884 -6
81884-7
81884-8
SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES
PARAMETER
Method Blank
Lab Control Standard% Recovery
LCS Accuracy Control Limit (%R)
Purgeable Halocarbons (8010)
Chloroform, ug/1
•
1,1-Dichloroethane, ug/1
1,1-Dichloroethene, ug/1
Cis/Trans-1,2-Dichloroethene, ug/1
Methylene chloride (Dichloromethane), ug/1
Tetrachloroethene, ug/1
1,1,1-Trichloroethane, ug/1
Trichloroethylene, ug/1
Vinyl chloride, ug/1
Surrogate -Bromochloromethane
Date Analyzed
Dilution factor
Batch ID
Purgeable Aromatics (8020)
Benzene, ug/1
Toluene, ug/1
Total Xylenes, ug/1
Acetone, ug/1
Surrogate -a,a,a-Trifluorotoluene
Date Analyzed
Dilution factor
Batch ID
81884-6
<1.0
<1.0
<1.0
<1.0
<2.0
<1.0
<1.0
<1.0
<1.0
88 %
04.08.98
1.0
0406A
<1.0
<1.0
<3.0
<10
103 %
04.08.98
1.0
0406A
81884-7
95%
100%
95%
95%
68%
81884-8
38-164%
63-121%
56-144%
67-124%
40-130%
Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC .
• 5102 LaRoche Avenue• Savannah. GA 31404 • [phone] • Fax [phone]
LOG NO: S8-81884
Received: 04 APR 98
Reported: 16 APR 98
Mr. Steve Irminger
Applied Earth Sciences
751 Arbor Street
Concord, NC 28025
Project: Macon/Dockery 109564-04
Sampled By: Client
Code: 134080420
REPORT OF RESULTS Page 8
LOG NO
81884-6
81884-7
81884-8
SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES
PARAMETER
Method Blank
Lab Control Standard% Recovery
LCS Accuracy Control Limit (%R)
Suspended Solids (160.2)
Suspended Solids, mg/1
•
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Barium (6010)
Barium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Beryllium (6010)
Beryllium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
•
81884-6
<5.0
04.06.98
04.06.98
1.0
0406C
<200
04.06.98
04.08.98
1.0
04061
<5.0
04.06.98
04.08.98
1.0
04061
81884-7 81884-8
100 % 80-120 %
99%' 75-125 %
100 %-75-125 %
Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC .
• 5102 LaRoche Avenue• Savannah. GA 31404 • [phone] • Fax [phone]
LOG NO: S8-81884
Received: 04 APR 98
Reported: 16 APR 98
Mr. Steve Inninger
Applied Earth Sciences
751 Arbor Street
Concord, NC 28025
Project: Macon/Dockery 109564-04
Sampled By: Client
Code: 134080420
REPORT OF RESULTS Page 9
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES
81884-6
81884-7
81884-8
PARAMETER
Method Blank
Lab Control Standard% Recovery
LCS Accuracy Control Limit (%R)
Chromium (6010)
Chromium, ug/1
•
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Manganese (6010)
Manganese, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Nickel (6010)
Nickel, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
•
81884-6
<10
04.06.98
04.08.98
1.0
04061
<5.0
04.06.98
04.08.98
1.0
04061
<40
04.06.98
04.08.98
1.0
04061
81884-7 81884-8
i01% 75-125 %
101% 75-125 %
104% 75-125 %
Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC .
• 5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
LOG NO: S8-81884
Received: 04 APR 98
Reported: 16 APR 98
Mr. Steve Irminger
Applied Earth Sciences
751 Arbor Street
Concord, NC 28025
Project: Macon/Dockery 109564-04
Sampled By: Client
Code: 134080420
REPORT OF RESULTS Page 10
LOG NO
81884-6
81884-7
81884-8
SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES
Method Blank
Lab Control Standard%-Recovery
LCS Accuracy Control Limit (%-R)
PARAMETER
Vanadium ( 6010)
Vanadium, ug/1
•
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Cadmium (7131)
Cadmium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Lead (7421)
•
Lead, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
81884-6
<50
04.06.98
04.08.98
1. 0
04061
<0.30
04.06.98
04.14.98
1. 0
0406H
<3.0
04.06.98
04.08.98
1.0
0406H
81884-7 81884-8
101% 75-125 %-
105 % 80-120 %-
100 % 80-120 %-
Laboratories in Savannah, GA• Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC .
• 5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
751 Arbor Street
Concord, NC 28025
LOG NO: S8-81884
Received: 04 APR 98
Reported: 16 APR 98
Project: Macon/Dockery 109564-04
Sampled By: Client
Code: 134080420
REPORT OF RESULTS Page 11
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES
Method Blank 81884-6
81884-7
81884-8
Lab Control Standard% Recovery
LCS Accuracy Control Limit (%R)
PARAMETER
Antimony (7041)
Antimony, ug/1
•
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Zinc (6010)
•
Zinc, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Methods: EPA SW-846
NC DEHNR Cert. #269
Manager
81884-6
<10
04.07.98
04.15.98
1.0
0407G
<20
04.06.98
04.08.98
1.0
04061
Final Page Of Report
81884-7 81884-8
110 % 80-120 %
102% 75-125 %
Laboratories ·in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
ANALYSIS REQUEST AND CHAIN OF CUSTODY RECORD
PROJECT NO. P.O. NUMBER '
5102 LaRoche Avenue, Savannah, GA 31404
D 2846 lndustrlal Plaza Drive. Tallahassee, FL 32301
D 4 f4 SW 12th Avenue, Deerfield Beach, FL 33442
D 900 Lakeside Drive, Mobile, AL 36693
D 6712 Benjamin Road, Suite 100, Tampa, FL 33634
D 100 Alpha Drive, Suite 110, Destrehan, LA 70047
Serial Number
Phone: [phone]
Phone: [phone]
Phone: [phone]
Phone: [phone]
Phone: [phone]
Phone: [phone]
PROJECT REFERENCE
fr'\a.tm -Dc:xl.LI 'I
MATRIX
TYPE REQUIRED ANALYSES -
PROJECTLOC. SAMt-'LcR(s)NAME PHONE ;,,,/-S1f, -"'l",CO , if !:J iJ~ ✓
(State) /I / }' ,~ ~, / • .:.,'1 , ,-. NC. U,.tc l..\n H_; 1\a' FAX "'10/-s-;, -2.2<18 _, .a ._--a. 1------'----+----..:..._-___ ......J ___________ ~ ~ \Uii 'V , ' Q .J
CLIENTNAME V CLIENT PROJECT MANAGER " ;;,,?' d" J' J~ If lf ,~ J J; i
f(\,_,_,,, .7::=-l'.u"\ Gr""--? '"'µ,_,.,.__ ~.., <e.:S ,;-;; J ~ " 'it st; f I~ It" }/;,/
9 96
Fax: [phone]
Fax: [phone]
Fax: [phone]
Fax: [phone]
Fax: [phone]
Fax: [phone]
I PAGE I I OF,
~
STANDARD
REPORT
DELIVERY
□ EXPEDITED REPORT
DELIVE RY(surcharge)
~CL-'-l"-EN_T_A_D_D_R_E_S_S_(C-1-TY-,LS_TA_J_E ___ ZI_P.!..) __ ...J....--'---------------J----I.~~§ i ~ t~ if§JYJ J"f 0 ,l;i
~,.. G:i ,9 / / 1---sA_M_P_L_E_~~--5-1.,,~
1
--------------(._-1JJ/4::i/-~.c'§-lf»a_ / / 11i-Jd.fR\'l'SEF/vA•1j.vE / Date Due:
>---D-AT-E~-T-IM_E__,(N,~ SAMPLE IDENTIFICATION Rf;:Jf .// NUMBER OF CONTAINERS SUBMITTED
RELINQUISHED BY: (SIGNATURE)
L•Jirr1·v r; ·) \]l·A· JEPC: l. .. l' II I ,. (_ f If\ ..i"'\u
RECEIVED BY: (SIGNATURE)
EMPTY C:01\JT/\ll\li::llS
DATE TIME
DATE TIME
y
RELINQUISHED BY: (SIGNATURE) DATE TIME RELINQUISHED BY: (SIGNATURE)
RECEIVED BY: (SIGNATURE) DATE TIME RECEIVED BY: (SIGNATURE)
REMARKS
DATE TIME
DATE TIME
..J <( z -' (!) oc 0
•
•
•
•
MACON/DOCKERY SITE
CORDOVA, NORTH CAROLINA
MONTHLY PROGRESS AND
O&MREPORT
MARCH1998
RECfJ1 'i:::-D
JlPR 14 1998
SUPEAFUND SECTION
•
• Macon/Dockery Site
Richmond County, North Carolina
April 9, 1998
Ms. Giezelle Bennett
Remedial Project Manager
US EPA, Region IV
61 Forsyth Street, S.W.
Atlanta, Georgia 30303-3104
Re: Maconillockery Site -Cordova, North Carolina
Monthly Progress and O & M Report -March 1998
Dear Ms. Bennett:
Reply to: Technical Committee
c/o David L. Jones
Ingersoll-Rand Company
114 Spencer Road
Cassopolis, Michigan
Phone: [phone]
Fax: [phone] I
On behalf of the Macon/Dockery Site Group ("Group"), the March 1998 Monthly Progress and O
& M Report is herewith submitted in accordance with SECTION XV -PROGRESS REPORTS of
the Unilateral Administrative Order ( effective date -June 30, 1992) for the Macon/Dockery Site.
This report describes activities which occurred during the month of March as part of the Remedial
• Action phase of this project.
•
PRO.JECT TASKS INITIATED OR COMPLETED THROUGH MARCH 1998: .
• Monthly sampling of the remediation systems effluent water.
• Continued O & M of systems.
• The MDSG submitted a response to comments by the EPA and NC DENR on March 11,
1998 regarding corrections and clarifications to the monthly status reports. The regulatory
comments were detailed in a letter to the MDSG dated February 19, 1998.
RESULTS OF SAMPLING AND TESTING AND OTHER DATA RECEIVED:
• Laboratory results for March sampling of the remediation systems is included in this progress
report. Tables 1 to 4 summarize the analytical results for the four groundwater treatment
systems. The effluent concentrations are below the Remediation Performance Standard
except for manganese concentration reported in the effluent water samples collected from
the Lower Dockery and Upper Macon Source remediation systems. The Remediation
Performance Standard is 50 micrograms per liter (ug/L). The manganese concentration
reported in the effluent water samples collected from Lower Dockery and the Upper Macon
Source remediation systems was 85 and 160 ug/L, respectively.
•
•
•
I.
Ms. Giezelle Bennett
April 9, l 998
Page No. 2
• •
o Laboratory results for zinc in effiuent water samples collected in December 1997 and January
1998 are included in this report. The zinc concentrations for these sample events were not
previously reported because of an omission on the chain-of-custody records. Tables 1
through 4 have been updated with the analytical results and copies of the laboratory reports
are attached.
• Table 8 summarizes mass removal estimates since system start-up.
• Upper Dockery flow meter reading for March totaled 326,525 gallons. System was
operational I 00% of the time averaging 7.31 gallons per minute (GPM). Mass voe
removal was 0.27 pounds for the month and the cumulative is 7.08 pounds.
• Lower Dockery flow meter reading for March totaled 287,027 gallons. System was
operational 71% of the time averaging 6.43 GPM. Mass voe removal was 0.14 pounds for
the month and the cumulative is 7.02 pounds.
• Macon Source Area flow meter reading for March totaled 145,526 gallons. System was
operational 100% of the time averaging 3.26 GPM. Mass voe removal was 0.18 pounds
for the month and the cumulative is 2.88 pounds.
• Upper/Lower Macon flow meter reading for March totaled 932,266 gallons. The Upper
Macon system was operational 100% of the time in March. The Lower Macon system was
operational 100% of the time in March. The combined system flow averaged 20.88 GPM.
Mass voe removal was 0.18 pounds for the month and the cumulative is 3.34 pounds.
TASKS PLANNED FOR APRIL 1998:
• Monthly sampling of the remediation systems effiuent
• Continue O &M of systems
PROBLEMS AND DELAYS:
• March 5, 13, 20 -The Lower Dockery System was down due to a high water level alarm
condition in the air stripper. The suspected cause is the transfer pump loses prime. The
sump was manually pumped out and the system restarted after each visit. The MDSG is
•
•
•
Ms. Giezelle Bennett
April 9, 1998
Page No. 3
•
proceeding to replace the resin filter media at the Lower Dockery system. The resin
replacement is expected to improve the water flow through the airstripper and further reduce
the concentration of manganese in the effluent water.
ct March 1 through 31 -The flow meter at the Macon Source Area System malfunctioned and
is being repaired. An estimate of the flow for the reporting period was made from the
January 1998 average flow rate.
o March I through 31 -Well UM-6 at the Upper Macon System is off because of high water
levels observed in the infiltration galleries. On March 11, 1998, UM-2 was also removed
from service because of high water levels observed in the infiltration galleries.
• Percent operational for each system: Upper Dockery
Lower Dockery
Upper Macon
Lower Macon
100%
71%
100%
100%
Macon Source Area 100%
SVE system 100%
spectfully Submit!~ -
--C~ ,u
David Jones
Project Coordinator
cc: Macon/Dockery Site Group Members
Mr. Mike Profit, COM Federal Programs
David Mattison, NC Super Fund Section
•
Sample Date
Location
UD Effluent 2/13/96 ·
2/14/96,
2/14/96,
2/15/96 ·
2/16/96 ·
2/17/96 ·
2/22/96 .
2/28/96 •
3/8/96·
4/3/96 ·
5/3/96 ·
6/5/96 ·
7/1/96 •
8/1/96 ·
9/4/96 ·
l0/1/96·
11/7/96,
12/5/96,
1/6/97•
2/5/97.
3/12/97·
4/8/97 ·
5/14/97,
6/6/97 ·
?n/97,
8/7/97,
9/5/97 ·
I0/2/97 •
11/13/97 ·
12/5/97·
1/9/98 ·
2/5/98 •
3/5/98 ·
Remed1auon Perfonnance Standard
NA= Not Analyzed
Note:: • Acetone: confirmed by Method 8260
1, I -Dichloroethane
(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
<I.O·
<1.0'
<1.0
<1.0-
3500
•
Table I
Groundwater Quality Summary
Upper Dockery
Macon/ Dockery Site
Richmond County, North Carolina
1,1 -Dichloroethene Cis/trans-1,2-Dichloroethene Tetrachlorocthcnc
(ug/L) (ug/L) (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 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
1.5 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<l.O' <1.0 • <1.0•
<1.0. <1.0, <1.0.
<1.0 <1.0 <1.0
<1.0, <1.0 , <1.0 ,
7 70
•
I, I, I-Trichloroethane Trichloroethylcne
(ug/L) (ug/L)
<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 <l.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0 • <1.0 <1.0
<1.0 <1.0
<1.0 <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 I
<1.0 <1.0
<1.0. <1.0 .
200 2.8
•
Sample Date
Location
UD Effiuent 2/13/96 •
2/14/96 •
2/14/96 •
2/15/96•
. 2/16/96 ·
2/17/96 ·
2/22/96·
2/28/96 ·
3/8/96 ·
4/3/96 ·
513196 ·
615/96,
7/1/96 ·
8/1/96 •
9/4/96 ·
I 0/1/96 ·
11/7/96 ·
12/5/96 ·
1/6/97 ·
2/5/97 '
3/12/97 ·
4/8/97 '
5/14/97 •
6/6/97 •
7/2/97 •
8/7/97 '
9/5/97,
10/2/97 ·
11/13/97 ·
12/5/97 ·
1/9/98 ·
2/5/98 •
3/5/98 •
Remedmtton Perfonnance Standard
NA-Not Analyzed
Note: • Acetone confioned by Method 8260
Toluene Total Xylenes
(ug/L) (ug/L)
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
3.9 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <3.0
<1.0 <1.0
<LO· <1.0 "-3
<1.0· <3.0 •
<1.0 <3.0
<1.0. <3.0,
1000 400
•
Table I (Continued)
Groundwater Quality Summary
Upper Dockery
Macon/Dockery Site
Richmond County, North Carolina
Acetone Chromium Barium Manganese
(ug/L) (ug/L) (ug/L) (ug/L)
70' 16 71 40
35' 15 53 14
<JO II 56 12
<JO 12 53 14
<IO <JO 53 II
<JO II 55 12
<10 <JO <50 8.3
<10 13 <50 9.6
25 <JO <50 6.9
28 II 50 <5.0
52 <JO <50 <5.0
<JO <JO <50 <5.0
<10 <JO <50 <5.0
20 14 51 7
<JO <JO 55 <5.0
<IO <JO <50 5.9
<10 15 59 <5.0
<IO 12 54 5.1
<JO 13 54 <5.0
<JO 15 61 5.9
<JO <JO 69 <5.0
<JO <IO 63 <5.0
<10 <10 60 7.2
<JO <10 52 <5.0
<JO <10 55 <5.0
<JO <JO <50 <5.0
<JO <10 I JO 5.2
<JO <10 50.1 <5.0
<1.0 12.1 67.9 18.6
<I.O't !) <JO· <50 · <5.0 •
<JO· 11 • <50· <5.0.
<JO <JO <50 <5.0
<JO. <10-<200· <15•
3500 50 1000 50
•
Zinc Lead Suspended Solids
(ug/L) (ug/L) (mg/L)
22 <3.0 14
<20 <3.0 II
<20 <3.0 <5.0
<20 <3.0 <5.0 • <20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 JO
<20 <3.0 <5.0
<20 <3.0 5
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 8
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0 • <20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
24.8 <3.0 <5.0
<20 • <3.0 · <5.0 ·
<20, <3.0· <5.0 ·
<20 <3.0 <5.0
<20-<3.0· <5.0 ·
5000 15
•
Sample Date Chloroform
Location (ug/L)
LO Effiuent 2/13/96 · <1.0
2/14/96 · <1.0
2/14/96 • <1.0
2/15/96• <1.0
2/16/96 · <1.0
2/22/96 • <1.0
2/28/96 · <1.0
3/8/96 • <1.0
4/3/96 , <1.0
513196 • <1.0
8/1/96' <1.0
914196 • <1.0
I0/1/96• <LO
11/7/96 · <1.0
12/5/96 • <1.0
1/6/97, <1.0
3/12/97 • <1.0
4/8/97 ' <1.0
5/14/97 · <1.0
6/6/97, <1.0
7/2/97 • <1.0
8/7/97, <1.0
9/5197 • <1.0
I0/2/97, <1.0
11/13/97· <1.0
12/5/97· <1.0.
1/9/98 · <1.0.
2/5/98 · <1.0
3/5/98 · <1.0.
Remediatmn Performance Standard
•
Table 2
Groundwater Quality Summary
Lower Dockery
Macon/ Dockery Site
Richmond County, North Carolina
I, I -Dichloroethane 1,1 -Dichloroethene Cis/trans-1,2-Dichloroethene
(ug/L) (ug/L) (ug/L)
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0' <1.0• <1.0·
<1.0. <1.0, <1.0.
<1.0 <1.0 <1.0
17 · 3.2• <1.0·
3500 7 70
•
Methylene chloride I, I, I-Trichloroethane
(ug/L) (ug/L)
<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 <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 <1.0
<2.0 · <1.0'
<2.0 · <1.0.
<2.0 <1.0
<1.0< z... 5.5 ·
5 200
•
Sample Date Trichloroethylene Benzene
Location (ug/L) (ug/L)
LD Effluent 2/13/96 • <1.0 <1.0
2/14/96' <1.0 <1.0
2/14/96· <1.0 <1.0
2/15/96• <1.0 <1.0
2/16/96, <1.0 <1.0
2/22/96 • <1.0 <1.0
2/28/96• <1.0 <1.0
3/8/96 · <1.0 <1.0
4/3/96' <1.0 <1.0
513196 • <1.0 <1.0
8/1/96 • <1.0 <1.0
9/4/96 · <1.0 <1.0
I0/1/96' <1.0 <1.0
11/1/96• <1.0 <1.0
12/5/96 • <1.0 <1.0
1/6/97 • <1.0 <1.0
3/12/97 • <1.0 <1.0
4/8/97, <1.0 <1.0
5/14/97 • <1.0 <1.0
6/6/97· <1.0 <1.0
7/2/97 • <1.0 <1.0
811197, <1.0 <1.0
9/5/97, <1.0 <1.0
10/2/97 · <1.0 <1.0
11/13/97• <1.0 <1.0
12/5/97 • <1.0• <1.0,
1/9/98 • <1.0. <1.0.
2/5/98, <1.0 <1.0
315/98 • <1.0. <1.0
Remed1at1on Perfonnance Standard 2.8
• TABLE 2 (Continued)
Groundwater Quality Summary
Lower Dockery
Macon/ Dockery Site
Richmond County, North Carolina
Toluene Total Xylenes Chromium
(ug/L) (ug/L) (ug/L)
<1.0 <3.0 <IO
<1.0 <3.0 <IO
<1.0 <3.0 <10
<1.0 <3.0 <IO
<1.0 <3.0 <IO
<1.0 <3.0 <IO
<1.0 <3.0 <IO
<1.0 <3.0 <IO
<1.0 <3.0 <IO
<1.0 <3.0 <IO
<1.0 <3.0 <10
<1.0 <3.0 <IO
<1.0 <3.0 <IO
3.4 <3.0 <IO
<1.0 <3.0 <IO
<1.0 <3.0 <IO
<1.0 <3.0 <10
<1.0 <3.0 <IO
<1.0 <3.0 <IO
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <IO
<1.0 <3.0 <IO
<1.0 <3.0 <IO
<1.0· <3.0• <JO·
<1.0. <3.0 • <10 '
<1.0 <3.0 <IO
<1.0. <3.0 · <10.
1000 400 50
•
Barium Manganese Zinc Cadmium Suspended Solids
(ug/L) (ug/L) (ug/L) (ug/L) (mg/L)
<50 <5.0 <20 <0.30 <5.0
<50 <5.0 <20 <0.30 <5.0
<50 <5.0 <20 <0.30 II
<50 <5.0 <20 <0.30 <5.U
<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 NA <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 ·
IOOO 50 5000 5
•
Sample Date Chloroform I, l -Dichloroethane
Location (ug/L) (ug/L)
UMSA Effluent 2/13/96 · <l.O <1.0
2/14/96, <1.0 <1.0
2/14/96• <1.0 <LO
2/15/96, <1.0 <1.0
2/16/96 ' <1.0 <LO
2/17/96 , <1.0 <1.0
2n2/96' <1.0 <LO
2/28/96 , <LO <1.0
3/8/96 , <I.O <1.0
4/3/96 , <LO <LO
5/3/96 , <LO <l.O
6/5/96 I <1.0 <I.O
7/1/96 • <1.0 <1.0
7/30/96, <LO <1.0
9/4/96 I <1.0 <1.0
l0/1/96, <1.0 <1.0
lln/96, <LO <1.0
12/5/96 · <1.0 <1.0
1/6/97 , <LO <1.0
2/4/97 , <LO <1.0
3/12/97' <1.0 <LO
4/8/97 , <1.0 <LO
5/12/97 · <1.0 <1.0
6/6/97 , <LO <LO
712197 • <1.0 <LO
sn191. <1.0 <LO
9/5197 ' <1.0 <1.0
10/2/97 ' <I.0 <1.0
11/13/97 · <1.0 <1.0
12/5/97' <1.0• <1.0.
1/9/98 , <J.Q, <1.0'
2/5/98 ' <1.0 <1.0
3/5/98 , <1.0, <1.0 ~
Remediation Performance Standard 3500
•
Table 3
Groundwater Quality Summary
Upper Macon Source Area
Macon/ Dockery Site
Richmond County North Carolina
I, I -Dichloroethene Cis.ftr-ans-1,2-Dichloroethene Tetcachloroethene
(ug/L) (ug/L) (ug/L)
<l.O <LO <1.0
<1.0 <LO <I.0
<LO <I.O <1.0
<1.0 <I.O <LO
<).0 <1.0 <1.0
<1.0 <LO <1.0
<1.0 <1.0 <l.O
<1.0 <1.0 <1.0
<1.0 <LO <I.O
<LO <I.O <I.0
<1.0 <LO <LO
<LO <LO <1.0
<1.0 <l.O <LO
<1.0 <1.0 <1.0
<1.0 <l.O <LO
<1.0 <l.O <1.0
<1.0 <1.0 <1.0
<LO <LO <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<LO <LO <1.0
<LO <1.0 <1.0
<l.O <1.0 <1.0
<1.0 <LO <I.0
<LO <l.O <1.0
<1.0 <1.0 <l.O
<LO <LO <1.0
<1.0 <1.0 <LO
<1.0 <1.0 ...:::1.0
<I.O, <I.Q. <I.O•
<1.0. <1.0 <1.0
<l.O <1.0 <1.0
<1.0 · <1.0 <LO
7 70
I, 1, I-Trichloroethane Trichlorodhylene
(ug/L) (ug/L)
<l.O <l.O
<1.0 <l.O
<1.0 <I.O
<1.0 <l.U
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0 • <1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <I.0
<1.0 <l.O
<LO <1.0
<1.0 <1.0
<1.0 <LO
<1.0 <LO
<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 <LO
<1.0 <1.0
<1.0 <l.O
<l.O <1.0
<LO <LO
...:::1.11 ...::1.0
<1.0 ' <l.O
<t.0 <1.0
<1.0 <1.0
<LO <1.0
200 2.8
•
Sample Date Vinyl chloride Benzene Toluene
Location (ug/L) (ug/L) (ug/L)
UMSABttlll<l\l 2/13/96, <1.0 <1.0 <l.O
2/14/96• <LO <1.0 <1.0
2/14/96 · <1.0 <1.0 <LO
2/15196 · <1.0 <1.0 <1.0
2/16/96 · <i.O <).0 <LO
2/17/96 • <1.0 <i.O <LO
2/22/96 , <I.0 <1.0 <LO
2/28/96-<l.O <1.0 <1.0
3/8/96 · <1.0 <1.0 <1.0
4/3/96 · <J.0 <LO <1.0
513196 · <1.0 <LO <I.0
6/5/96 · <l.O <l.0 2.9
7/1/96 · <1.0 <1.0 <1.0
7/30/96 • <1.0 <1.0 <1.0
9/4/96 • <LO <1.0 <1.0
10/1/96· <1.0 <I.0 <1.0
llnt96• <1.0 <LO <1.0
12/5/96 ' <I.0 <1.0 <l.O
1/6/97 • <LO <LO <LO
2/4/97 • <LO <LO <LO
3/12/97 · <LO <LO <l.O
4/8/97 · <LO <LO <LO
5/12/97 • <LO <l.O <1.0
6/6/97 · <LO <LO <LO
7/2/97 • <1.0 <1.0 <1.0
8nt97 • <1.0 <1.0 <1.0
9/5/97 · <1.0 <1.0 <1.0
10/2/97 • <LO <1.0 <1.0
11/13/97 • <l.O <LO <1.0
12/5/97 • <1.0' <1.0' <1.0•
1/9/98 · <1.0, <1.0, <LO•
2/5/98 ' <1.0 <1.0 <LO
3/5/98 · <1.0 • <1.0. <1.0.
Rcmcdianon Performance Standard JOOO
•
Table 3 (Continued)
Groundwater Quality Sununary
Upper Macon Source Arca
Macon/Dockery Site
Richmond County North Carolina ,
Chromium Barium Manganese
(ug/L) (ug/L) (ug/L)
16 150 330
<10 110 190
<JO I 10 160
<JO 100 140
<JO 130 170
<JO 120 120
<JO 120 70
<IO 130 51
<10 120 37
<10 110 27
<10 120 26
<JO 130 22
12 110 14
<10 200 110
II 170 68
<IO 130 13
<IO 140 13
<JO 170 17
<JO 200 46
<JO 160 29
<JO 130 30
<JO 200 30
12 210 95
<10 240 74
<JO 180 41
II 230 250
<10 130 27
<JO 185 31.5
<IO 129 84.2
<IOI 150 • 160 ·
<JO, 180• 33 ·
<10 200 20
II· 210 • 160 ·
so JOOO 50
•
Zinc Cadmium Lead Mercury Suspended Solids
(ug/L) (ug/L) (ug/L) (ug/L) (mg'L)
74 <0.30 4.2 <.2 57
20 <0.30 <3.0 <.2 <5.0
<20 <0.30 <3.0 <.2 <5.0
<20 <0.30 <3.0 <.2 <5.0
<20 <0.30 <3.0 0.26 18
<20 <0.30 <3.0 <.2 <5.0
<20 <0.30 <3.0 <.2 <5.0 • <20 <0.30 <3.0 <.2 <5.0
<20 <0.30 <3.0 <.2 <5.0
<20 <0.30 <3.0 <.2 s
<20 <0.30 <3.0 <.2 <5.0
<20 <0.30 <3.0 <.2 6
<20 <0.30 <3.0 NA <5.0
41 <0.30 9.2 NA 23
26 <0.30 66 NA 16
<20 0.47 <3.0 NA 24
<20 <0.30 <3.0 NA 26
<20 <0.30 <3.0 <0.20 s
25 <0.30 3.5 NA 120
<20 <0.30 <3.0 NA 8
<20 <0.30 <3.0 NA <5.0
<20 <0.30 <3.0 NA 7
35 <0.30 <3.0 NA 100
<20 <0.30 <3.0 NA <5.0
<20 <0.30 <3.0 NA <5.0
40 <0.30 4.8 NA NA
<20 <0.30 <3.0 NA 22 • <20 <0.30 <3.0 NA II
<20 <I <3.0 NA 8
26 · <0.30, 6.5 • NA• <5.0 •
<20• <0.30 · <3.0 NA, <5.0
<20 <0.30 <3.0 NA 6
25• <0.30 • 4.l • NA-<5.0 -
5000 s 15 I.I
•
Sample Date Chloroform I, I -Dichloroethane
Location (ug/L) (ug/L)
U/L Effiuent 2/21/96 • <1.0 <1.0
2/22/96 • <1.0 <1.0
2/22/96 • <1.0 <1.0
2/23/96 · <1.0 <1.0
2/24/96 , <1.0 <1.0
2/25/96 • <1.0 <1.0
2/28/96 • <1.0 <1.0
3/8/96 • <1.0 <1.0
3/16/96 • <1.0 <l.O
4/3/96· <1.0 1.8
5/3/96 · <1.0 <1.0
6/5/96 . <1.0 <1.0
7/1/96 · <LO <I.0
7/30/96 ' <l.0 <1.0
9/4/96 • <LO <l.0
10/1/96 · <1.0 <1.0
11/7/96-<1.0 <1.0
12/5/96, <1.0 <l.O
1/6/97. <1.0 <1.0
2/4/97, <1.0 <1.0
3/12/97 • <1.0 <1.0
4/8/97 , <1.0 <1.0
5/12/97 • <1.0 <1.0
6/6/97 • <1.0 <1.0
7/2/97 • <1.0 2.4
7/25/97, NA NA
8/7/97. <1.0 <1.0
9/5/97 • <1.0 <1.0
10/2197 • <1.0 <1.0
11/13/97• <1.0 <1.0
12/5/97 ' <1.0 • <1.0 '
1/9/98 · <1.0' <1.0 '
2/5/98 • <1.0 <1.0
3/5/98 • <1.0 -<1.0.
Remed1auon Perfonnance Standard 3500
•
Table 4
Groundwater Quality Summary
Upper/Lower Macon System
Macon/ Dockery Site
Richmond County, North Carolina
I, I • Dichloroethene Cis/trans-1,2-Dichloroethene Methylene chloride
(ug/L) (ug/L) (ug/L)
<1.0 <1.0 <2.0
1.8 <1.0 16
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<l.O <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 1.6 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <LO <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <20
<1.0 <1.0 <2.0
<1.0 <LO <2.0
<1.0 <1.0 <2.0
<1.0 1.8 <2.0
NA NA NA
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<J.0• <LO· <2.0
<1.0. <1.0 <2.0 •
<1.0 <1.0 <2.0
<1.0 · <1.0 <2.0 .
7 70 5
•
Telrachloroethene I, I, I-Trichloroethane
(ug/L) (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 <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 <LO
<1.0 <1.0
<1.0 <1.0
NA NA
<1.0 <1.0
<1.0 <1.0 • <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
• •
Sample Date Trichloroethylene Toluene Chromium
Location (,g/L) (,g/L) (,g/L)
Ult! lnll....,t 21:11/96 <1.0 <1.0 <IO
2/22/96 <1.0 <1.0 130
2/22/96 <1.0 <1.0 <10
2/23/96 <1.0 <1.0 <10
2/24/96 <1.0 <1.0 <10
2f25/96 <LO <1.0 <IO
2/28/96 <1.0 <l.O <10
3/8/96 <1.0 <1.0 <10
3/16/96 <1.0 <1.0 <10
4/3/96 1.9 <1.0 <10
5/3/96 <1.0 <1.0 <10
6/5/96 <1.0 2.1 <10
7/1/96 <1.0 <1.0 <10
7/30/96 <1.0 <1.0 <10
9/4/96 <1.0 <1.0 <10
10/1/96 <1.0 <1.0 <10
11/7/96 <1.0 <1.0 <10
12/5/96 <1.0 <1.0 <10
1/6/97 <1.0 <1.0 <10
2/4/97 <1.0 <1.0 <10
3/12/97 <LO <1.0 <10
4/8/97 <1.0 <1.0 <10
5/12/97 <1.0 <t.0 <IO
6/6/97 <1.0 <1.0 <10
7/2/97 <1.0 <1.0 <10
7115/97 NA NA NA
8/7/97 <1.0 <1.0 <10
9/5/97 <1.0 <1.0 <10
10/2/97 <1.0 <t.0 <IO
11/13/97 <1.0 <1.0 <10
12/5/97 ' <1.0 ' <1.0' <10 •
1/9/98 , <1.0, <1.0 ' <10'
2/5/98 <1.0 <1.0 <IO
3/5/98 • <1.0• <1.0-<JO.
Remechatton Perfonnance Standard 2.8 IOOO 50
Table 4 (Continued)
Groundwater Quality Summary
Upper/Lower Macon System
Macon/Dockery Site
Richmond County, North Carolina
Barium Manganese Zinc
(,g/L) (ug/L) (,g/L)
59 100 98
70 120 120
72 120 120
80 140 130
83 150 150
90 160 170
<50 32 59
<50 39 56
<50 31 51
<50 44 54
31 10 21
<50 7.5 <20
<50 <5.0 <20
<50 <5.0 <20
<50 <5.0 <20
<50 <5.0 <20
<50 <5.0 <20
<50 <5.0 <20
<50 <5.0 <20
39 <5.0 <20
<50 <5.0 <20
<50 <5.0 <20
<50 <5.0 <20
<50 <5.0 <20
<50 79 <20
NA 36 NA
<50 5.4 <20
<50 <5.0 <20
<50 6.3 <20
<50 <5.0 <20
<50 · <5.0' <20'
<50' <5.0 ' <20'
<5057.o <5.0 <20
<200 · <IS, <20 •
IOOO 50 5000
•
Lead Suspended Solids
(,g/L) (mg/L)
4 <5.0
5.2 <S.O
5.7 <5.0
4.9 <5.0
3.7 <5.0
3.6 <5.0
<3.0 8
<3.0 <5.0 • <3.0 <5.0
3.6 10
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 24
<3.0 <5,0
<3.0 <5.0
<3.0 <5.0
<3.0 8
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
NA NA
3.1 NS
<3.0 <5.0 • <3.0 25
<3.0 <5
<3.0' <5'
<3.0 , <5 '
<3.0 <5
<3.0 · <5.0,
15
•
System Month
Upper Dockery Mar-96
Apr-96
May-96
Jun-96
Jul-96
Aug-96
Sep-96
Oct-96
Nov-96
Dec-96
Jan-97
Feb-97
Mar-97
Apr-97
May-97
Jun-97
Jul-97
Aug-97
Sep-97 • Oct-97
Nov-97
Dec-97
Jan-98
Feb-98
Mar-98
Lower Dockery Mar-96
Apr-96
May-96
Jun-96
Jul-96
Aug-96
Sep-96
Oct-96
Nov-96
Dec-96
Jan-97
Feb-97
Mar-97
Apr-97
May-97
Jun-97
Jul-97
Aug-97
Sep-97
Oct-97 • Nov-97
Dec-97
Jan-98
Feb-98
Mar-98
TABLE 8
SUMMARY OF MASS voe REMOVAL ESTIMATES
MACON/DOCKERY SITE
RICHMOND COUNTY, NORTH CAROLINA
PAGE 1 OF 2
Average Total
Monthly Flow voe Pounds of VOe
Volume Concentration Removed For Month
(gallons) (ug/L) (Pounds)
400,155 196 0.65
286,151 210 0.50
66,826 177 0.10
97,350 120 0.10
163,426 108 0.15
218,330 284 0.52
149,420 284 0.35
140,191 284 0.33
438,013 294 1.07
161,903 294 0.40
294,071 294 0.72
267,596 131 0.29
250,068 131 0.27
276,556 131 0.30
289,938 76 0.18
135,575 76 0.09
99,896 76 0.06
70,967 54 0.03
56,256 54 0.03
277,505 54 0.12
143,168 108 0.13
78,332 108 0.07
103,968 108 0.09
296,588 99.3 0.25
326,525 99.3 0.27
328,448 200 0.55
191,090 150 0.24
245,715 148 0.30
8,619 152 0.01
151,827 152 0.19
126,232 170 0.18
63,833 170 0.09
460,379 170 0.65
183,210 140.8 0.22
137,594 140.8 0.16
286,202 140.8 0.34
90,912 140.8 0.11
277,823 110 0.25
180,560 110 0.17
684,855 116 0.66
501,987 116 0.49
581,027 116 0.56
414,199 84 0.29
481,049 84 0.34
457,604 84 0.32
308,483 62 0.16
272,079 62 0.14
786,548 62 0.41
123,013 57.9 0.06
287,027 57.9 0.14
Cumulative VOes
Removed
(Pounds)
0.65
1.15
1.25
1.35
1.49
2.01
2.36
2.70
3.77
4.17
4.89
5.18
5.45
5.75
5.94
6.02
6.08
6.12
6.14
6.27
6.40
6.47
6.56
6.81
7.08
0.55
0.79
1.09
1.10
1.29
1.47
1.56
2.22
2.43
2.59
2.93
304
3.29
3.46
4.12
4.61
5.17
5.46
5.80
6.12
6.27
6.41
6.82
6.88
7.02
•
System Month
Macon Source Area Mar-96
Apr-96
May-96
Jun-96
Jul-96
Aug-96
Sep-96
Oct-96
Nov-96
Dec-96
Jan-97
Feb-97
Mar-97
Apr-97
May-97
Jun-97
Jul-97
Aug-97
Sep-97
Oct-97 • Nov-97
Dec-97
Jan-98
Feb-98
Mar-98
U/L Macon Mar-96
Apr-96
May-96
Jun-96
Jul-96
Aug-96
Sep-96
Oct-96
Nov-96
Dec-96
Jan-97
Feb-97
Mar-97
Apr-97
May-97
Jun-97
Jul-97
Aug-97
Sep-97
Oct-97 • Nov-97
Dec-97
Jan-98
Feb-98
Mar-98
TABLE 8
SUMMARY OF MASS voe REMOVAL ESTIMATES
MACON/DOCKERY SITE
RICHMOND COUNTY, NORTH CAROLINA
PAGE20F2
Average Total
Monthly Flow voe Pounds of VOC
Volume Concentration Removed For Month
(gallons) (ug/L) (Pounds)
426,083 55 0.20
364,772 61 0.18
257,720 41 0.09
114,048 60 0.06
202,477 43 0.07
207,503 61 0.11
209,649 61 0.11
101,512 61 0.05
116,354 42.6 0.04
137,045 42.6 0.05
146,036 42.6 0.05
215,730 63.9 0.11
223,222 63.9 0.12
253,167 63.9 0.13
223,177 82 0.15
234,669 82 0.16
117,736 82 0.08
50,248 124.9 0.05
36,264 124.9 0.04
70,207 124.9 0.07
102,326 122.5 0.10
114,452 122.5 0.12
178,387 122.5 0.18
178,387 201.6 0.30
145,526 201.6 0.24
375,318 24 0.07
709,726 24 0.14
482,220 23 0.09
48,305 31 0.01
759,920 22 0.14
638,400 31 0.17
302,505 31 0.08
640,760 31 0.17
871,155 25.3 0.18
725,549 25.3 0.15
596,131 25.3 0.13
795,239 24.4 0.16
939,710 24.4 0.19
918,080 24.4 0.19
999,040 24 0.20
605,792 24 0.12
223,859 24 0.05
911,679 23 0.18
917,631 23 0.18
821,135 23 0.16
140,796 16 0.02
844,299 16 0.11
531,692 16 0.07
1,051,002 22.9 0.20
932,266 22.9 0.18
Cumulative VOCs
Removed
(Pounds)
0.2
0.38
0.47
0.53
0.60
0.71
0.82
0.87
0.91
0.96
1.01
1.12
1.24
1.38
1.53
1.69
1.77
1.82
1.86
1.93
2.04
2.15
2.34
2.64
2.88
0.07
0.21
0.31
0.32
0.46
0.62
0.70
0.87
1.05
1.20
1.33
1.49
1.68
1.87
2.07
2.19
2.24
2.42
2.59
2.75
2.77
2.89
2.96
3.16
3.34
I
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC .
• 5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
•
•
Mr. Steve Irminger
Applied Earth Sciences
751 Arbor Street
Concord, NC 28025
REPORT OF RESULTS
LOG NO, S8·81262
Received: 06 MAR 98
Reported, 17 MAR 98
Revised, 01 APR 98
Client PO. No. c 190-00001·01
Project, 115046·01/MACON DOCKERY
Sampled Bye Client
Codec 10238041
Page 1
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
81262·1
81262·2
81262-3
81262-4
Lower Dockery -Eff
Upper Dockery -Eff
Macon Source -Eff
Macon Pad -Eff
PARAMETER 81262-1
----------
Purgeable Halocarbons (8010)
Chloroform, ug/1
l,l·Dichloroethane, ug/1
cis/trans-1,2-Dichloroethene,
1.1-Dichloroethene, ug/1
Methylene chloride
(Dichloromethane), ug/1
Tetrachloroethene, ug/1
l,l,1-Trichloroethane, ug/1
Trichloroethylene, ug/1
Vinyl chloride, ug/1
Surrogate -Bromochlorornethane
Date Analyzed
Dilution factor
Batch ID
<1.0
17
ug/1 <1.0
3.2
<2.0
<1.0
5.5
<1.0
<1.0
100 %
03.12.98
1.0
0311A
81262·2
----------
<1.0
<1.0
<1.0
<1.0
<2.0
<1.0
<1.0
<1.0
<l. 0
80 %'
03.12.98
1. 0
0311A
81262-3
----------
<1.0
<1.0
<1.0
<1.0
<2.0
<1.0
<1.0
<1.0
<1.0
76 %
03.12.98
1. 0
0311A
03-05-98/1350
03-05-98/1405
03-05·98/1420
03-05-98/1435
81262-4
----------
<1.0
<1.0
<1.0
<1.0
<2.0
<1.0
<1.0
<1.0
<1.0
75 %-
03.12.98
1.0
0311A
Laboratories in Savannah, GA • Tallahassee, FL • Tampa. FL • Deerfield Beach, FL • Mobile, AL
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC .
• 5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
•
•
Mr. Steve Irminger
Applied Earth Sciences
751 Arbor Street
Concord, NC 28025
REPORT OF RESULTS
LOG NO: S8-81262
Received: 06 MAR 98
Reported: 17 MAR 98
Revised: 01 APR 98
Client PO. No.: 190-00001-01
Project: 115046-01/MACON DOCKERY
Sampled By: Client
Code: 10238041
Page 2
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
81262-1
81262-2
81262-3
81262-4
Lower Dockery -Eff
Upper Dockery -Eff
Macon Source -Eff
Macon Pad -Eff
03-05-98/1350
03-05-98/1405
03-05-98/1420
03-05-98/1435
PARAMETER 81262-1 81262-2 81262-3 81262-4
Purgeable Aromatics
Benzene, ug/1
Toluene, ug/1
Total Xylenes, ug/1
Acetone, ug/1
Surrogate -
(8020)
a,a,a-Trifluorotoluene
Date Analyzed
Dilution factor
Batch ID
Suspended Solids (160.2)
Suspended Solids, mg/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Barium (6010)
Barium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
<1.0
<1.0
<3.0
<10
100 %
03.12.98
1. 0
0311A
<5.0
03.10.98
03.11.98
1. 0
0310A
<200
03.09.98
03.10.98
1. 0
0309I
<1.0
<1.0
<3. 0
<10
100 %-
03.12.98
1.0
0311A
<5.0
03.10.98
03 .11.98
1. 0
0310A
<200
03.09.98
03.10.98
1.0
0309I
<1.0
<1.0
<3.0
<10
107 %-
03.12.98
1.0
0311A
<5.0
03.10.98
03.11.98
1. 0
0310A
210
03.09.98
03.10.98
1.0
0309I
<l. 0
<1.0
<3.0
<10
113 %-
03.12.98
1.0
0311A
<5.0
03.10.98
03.11.98
1.0
0310A
<200
03.09.98
03.10.98
1. 0
0309I
Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC .
• 5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
•
•
Mr. Steve Irminger
Applied Earth Sciences
751 Arbor Street
Concord, NC 28025
REPORT OF RESULTS
LOG NO: S8-81262
Received: 06 MAR 98
Reported: 17 MAR 98
Revised: 01 APR 98
Client PO. No.: 190-00001-01
Project: 115046-01/MACON DOCKERY
Sampled By: Client
Code: 10238041
Page 3
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
81262-1 Lower Dockery -Eff
81262-2 Upper Dockery -Eff
81262-3 Macon Source -Eff
81262-4 Macon Pad -Eff
PARAMETER
Beryllium (6010)
Beryllium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Cadmium (7131)
Cadmium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Chromium (6010)
Chromium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
81262-1
----------
<5.0
03.09.98
03.10.98
1. 0
0309I
<0.30
03.09.98
03.10.98
1.0
0309G
<10
03.09.98
03.10.98
1.0
0309I
----------
81262-2
----------
<5.0
03.09.98
03.10.98
1.0
0309I
<0.30
03.09.98
03.10.98
1.0
0309G
<10
03.09.98
03.10.98
1.0
0309I
----------
81262-3
----------
<5.0
03.09.98
03.10.98
1.0
0309I
<0.30
03.09.98
03.10.98
1.0
0309G
11
03.09.98
03.10.98
1.0
0309I
----------
03-05-98/1350
03-05-98/1405
03-05-98/1420
03-05-98/1435
81262-4
----------
<5.0
03.09.98
03.10.98
1.0
0309I
<0.30
03.09.98
03.10.98
1. 0
0309G
<10
03.09.98
03.10.98
1.0
0309I
----------
Laboratories in Savannah, GA• Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC .
• 5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
•
•
Mr. Steve Irminger
Applied Earth Sciences
751 Arbor Street
Concord, NC 28025
REPORT OF RESULTS
LOG NO: S8-81262
Received: 06 MAR 98
Reported: 17 MAR 98
Revised: 01 APR 98
Client PO. No.: 190-00001-01
Project: 115046-01/MACON DOCKERY
Sampled By: Client
Code: 10238041
Page 4
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
81262-1
81262-2
81262-3.
81262-4
PARAMETER
Manganese (6010)
Manganese, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Nickel (6010)
Nickel, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Lead (7421)
Lead, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Lower Dockery -Eff
Upper Dockery -Eff
Macon Source -Eff
Macon Pad -Eff
81262-1
----------
85
03.09.98
03.10.98
1.0
03091
<40
03.09.98
03.10.98
1.0
03091
<3.0
03.09.98
03.10.98
1.0
0309G
----------
81262-2
----------
<15
03.09.98
03.10.98
1.0
03091
<40
03.09.98
03.10.98
1.0
03091
<3. 0
. 03.09.98
03.10.98
1. 0
0309G
----------
81262-3
----------
160
03.09.98
03.10.98
1. 0
03091
<40
03.09.98
03.10.98
1.0
03091
4.1
03.09.98
03.10.98
1.0
0309G
----------
03 -05-98/1350
03-05-98/1405
03-05-98/1420
03-05-98/1435
81262-4
----------
<15
03.09.98
03.10.98
1.0
03091
<40
03.09.98
03.10.98
1.0
03091
<3.0
03.09.98
03.10.98
1.0
0309G
----------
Laboratories in Savannah, GA • Tallahassee, FL • Tampa. FL • Deerfield Beach, FL • Mobile, AL
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
• 5102 LaRoche Avenue • Savannah. GA 31404 • [phone] • Fax [phone]
•
•
Mr. Steve Irminger
Applied Earth Sciences
751 Arbor Street
Concord, NC 28025
REPORT OF RESULTS
LOG NO: S8-81262
Received: 06 MAR 98
Reported: 17 MAR 98
Revised: 01 APR 98
Client PO. No.: 190-00001-01
Project: 115046-01/MACON DOCKERY
Sampled By: Client
Code: 10238041
Page 5
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
81262-1
81262-2
81262-3
81262-4
PARAMETER
Antimony (7041)
Antimony, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Vanadium (6010)
Vanadium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Zinc (6010)
Zinc, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Lower Dockery -Eff
Upper Dockery -Eff
Macon Source -Eff
Maccn Pad -Eff
81262-1
----------
<10
03.09.98
03.13.98
1.0
0309H
<50
03.09.98
03.10.98
1. 0
0309I
<20
03.09.98
03.10.98
1. 0
03091
----------
81262-2
----------
<10
03.09.98
03.13.98
1.0
0309H
<50
03.09.98
03.10.98
1.0
0309I
<20
03.09.98
03.10.98
1.0
03091
----------
81262-3
----------
<10
03.09.98
03.13.98
1.0
0309H
<50
03.09.98
03.10.98
1.0
0309I
25
03.09.98
03.10.98
1.0
03091
----------
03-05-98/1350
03-05-98/1405
03-05-98/1420
03-05-98/1435
81262-4
----------
<10
03.09.98
03.13.98
1. 0
0309H
<50
03.09.98
03.10.98
1.0
0309I
<20
03.09.98
03.10.98
1.0
0309I
----------
Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC .
• 5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
•
•
Mr. Steve Inninger
Applied Earth Sciences
751 Arbor Street
Concord, NC 28025
REPORT OF RESULTS
LOG NO: SB-81262
Received: 06 11AR 98
Reported: l 7 11AR 9 8
Revised: 01 APR 98
Client PO. Ne.: 190-00001-01
Project: 115046-01/MACON DOCKERY
Sampled By: Client
Code: 10238041
Page 6
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES DATE SAMPLED
81262-5 Trip Blank
PARAMETER 81262-5
Purgeable Halocarbons (8010)
Chloroform, ug/1
1,1-Dichloroethane, ug/1
cis/trans-1,2-Dichloroethene,
1,1-Dichloroethene, ug/1
Methylene chloride
(Dichloromethane), ug/1
Tetrachloroethene, ug/1
l,1,1-Trichloroethane, ug/1
Trichloroethylene, ug/1
Vinyl chloride, ug/1
Surrogate -Bromochloromethane
Date Analyzed
Dilution factor
Batch ID
Purgeable Aromatics (8020)
Benzene, ug/1
Toluene, ug/1
Total Xylenes, ug/1
<1.0
<1.0
ug/1 <l. 0
<1.0
<2.0
<l.0
<1.0
<1.0
<1.0
77 1r
03.12.98
1.0
0311A
<1.0
<1.0
<3 .0
Acetone, ug/1 <10
Surrogate -103 %
a,a,a-Trifluorotoluene
Date Analyzed 03,12.98
Dilution factor 1.0
Batch ID 0311A
03-05-98
Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile. AL
•
•
•
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue• Savannah. GA 31404 • [phone] • Fax [phone]
Mr. Steve I!:1Tlinger
Applied Ear~h Sciences
751 Arbor Street
Concord, NC 28025
REPORT OF RESULTS
LOG NO: SB-81262
Received: 06 MAR 98
Reported: 17 MAR 98
Revised: 01 APR 98
Client PO. No.: 190-00001-01
Project: 115046-01/MACON DOCKERY
Sampled By: Client
Code: 10238041
Page 7
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES
Method Blank
Reporting Limit (RL)
Lab Control Standard Result
81262-6
81262-7
81262-8
81262-9
81262-10
Lab Control Standard Duplicate Result
Expected Value, LCS/LCSD
PARAMETER
Purgeable Halocarbons (8010)
Chloroform, ug/1
1,1-Dichloroethane, ug/1
cis/trans-1,2-Dichloroethene,
1,1-Dichloroethene, ug/1
Methylene chloride
(Dichloromethane), ug/1
Tetrachloroethene, ug/1
1,1,1-Trichloroethane, ug/1
Trichloroethylene, ug/1
Vinyl chloride, ug/1
81262-6
<1.0
<1.0
ug/1 <1.0
<1.0
<2.0
<1.0
<1.0
<1.0
<1.0
Surrogate -Bromochloromethane 74 %
Date Analyzed 03.11.98
Dilution factor 1.0
Batch ID 0311A
81262-7
1.0
1.0
1. 0
1.0
2.0
1.0
1.0
1.0
1.0
81262-8
22
24
79 %
03 .11.98
1.0
0311A
81262-9
19
20
96 %
03.12.98
1. 0
0311A
81262-10
20
20
Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC .
• 5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
•
•
Mr. Steve Irminger
Applied Earth Sciences
751 Arbor Street
Concord, NC 28025
REPORT OF RESULTS
LOG NO: S8-81262
Received: 06 MAR 98
Reported: 17 MAR 98
Revised: 01 APR 98
Client PO. No.: 190-00001-01
Project: 115046-01/MACON DOCKERY
Sampled By: Client
Code: 10238041
Page 8
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES
81262-6
81262-7
81262-8
81262-9
81262-10
Method Blank
Reporting Limit (RL)
Lab Control Standard Result
Lab Control Standard Duplicate Result
Expected Value, LCS/LCSD
P_1)JlAMETER 81262-6 81262-7 81262-8 81262-9 81262-10
Purgeable Aromatics (8020)
Benzene, ug/1
Toluene, ug/1
Total Xylenes, ug/1
Acetone, ug/1
Surrogate -
a,a,a-Trifluorotoluene
Date Analyzed
Dilution factor
Batch ID
Suspended Solids (160.2)
Suspended Solids, mg/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
<1.0
<1.0
<3.0
<10
113 %-
03.11.98
1. o
0311A
<5.0
03.10.98
03.11.98
1.0
0310A
1.0
l.0
3.0
10
5.0
22
22
113 %-
03.11.98
1.0
0311A
87
03.10.98
03.11.98
l.0
0310A
----------
20
20
113 %-
03.12.98
i. o
0311A
94
03.10.98
03.11.98
l.0
0310A
----------
20
20
100
Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile. AL
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC .
• 5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
LOG NO
81262-6
81262-7
81262-8
81262-9
81262-10
Mr. Steve Irminger
Applied Earth Sciences
751 Arbor Street
Concord, NC 28025
REPORT OF RESULTS
LOG NO: S8-81262
Received: 06 MAR 98
Reported: 17 MAR 98
Revised: 01 APR 98
Client PO. No.: 190-00001-01
Project: 115046-01/MACON DOCKERY
Sampled By: Client
Code: 10238041
Page 9
SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES
Method Blank
Reporting Limit (RL)
Lab Control Standard Result
Lab Control Standard Duplicate Result
Expected Value, LCS/LCSD
PARAMETER 81262-6 81262-7 81262-8 81262-9 81262-10
Barium (6010)
•
Barium, ug/1
Preparation Date
Date Analyzed
<200
03.09.98
03.10.98
1.0
0309I
200 2010 2020 2000
03.09.98 03.09.98
03.10.98 03.10.98
•
Dilution factor
Batch ID
Beryllium (6010)
Beryllium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Cadmium (7131)
Cadmium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
<5.0
03.09.98
03.10.98
1. 0
0309I
<0.30
03.09.98
03.10.98
1.0
0309G
5.0
0.30
1. 0
0309I
49.2
03.09.98
03.10.98
1.0
0309I
4.25
03.09.98
03.10.98
1.0
0309G
----------
1.0
0309I
51. 0 50.0
03.09.98
03.10.98
1.0
0309I
5.00
----------
Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL
•
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue• Savannah. GA 31404 • [phone] • Fax [phone]
LOG NO
81262-6
81262-7
81262-8
81262-9
81262-10
Mr. Steve Irminger
Applied Earth Sciences
751 Arbor Street
Concord, NC 28025
REPORT OF RESULTS
LOG NO: S8-81262
Received: 06 MAR 98
Reported: 17 MAR 98
Revised: 01 APR 98
Client PO. No.: 190-00001-01
Project: 115046-01/MACON DOCKERY
Sampled By: Client
Code: 10238041
Page 10
SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES
Method Blank
Reporting Limit (RL)
Lab Control Standard Result
Lab Control Standard Duplicate Result
Expected Value, LCS/LCSD
PARAMETER 81262-6 81262-7 81262-8 81262-9 81262-10
Chromium ( 6010)
• Chromium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
<10
03.09.98
03.10.98
1.0
03091
10 197
03.09.98
03.10.98
1.0
03091
204 200
03.09.98
03.10.98
1.0
03091
•
Manganese (6010)
Manganese, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Nickel (6010)
Nickel, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
<15
03.09.98
03.10.98
1.0
0309I
<40
03.09.98
03.10.98
1.0
03091
15
40
508
03.09.98
03.10.98
1.0
03091
499
03.09.98
03.10.98
1.0
03091
----------
523 500
03.09.98
03.10.98
1.0
0309I
518 500
03.09.98
03.10.98
1. 0
03091
--------------------
Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL
•
•
•
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC,
5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
LOG NO
81262-6
81262-7
81262-8
81262-9
81262-10
Mr. Steve Irminger
Applied Earth Sciences
751 Arbor Streec
Concord, NC 28025
REPORT OF RESULTS
LOG NO: S8-81262
Received: 06 MAR 98
Reported: 17 MAR 98
Revised: 01 APR 98
Client PO. No.: 190-00001-01
Project: 115046-01/MACON DOCKERY
Sampled By: Client
Code: 10238041
Page 11
SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES
Method Blank
Reporting Limit (RL)
Lab Control Standard Result
Lab Control Standard Duplicate Result
Expected Value, LCS/LCSD
PARAMETER 81262-6 81262-7 81262-8 81262-9 81262-10
Lead (7421)
Lead, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Antimony (7041)
Antimony, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Vanadium ( 6010)
Vanadium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
<3. 0
03.09.98
03.10.98
1.0
0309G
<10
03.09.98
03.13.98
1.0
0309H
<50
03.09.98
03.10.98
1.0
03091
3.0
10
50
46.5
03.09.98
03.10.98
1.0
0309G
49.5
03.09.98
03.13.98
1. 0
0309H
499
03.09.98
03.10.98
1.0
03091
512
03.09.98
03.10.98
1.0
03091
50.0
50.0
500
Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL
•
•
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue • Savannah, GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
751 Arbor Street
Concord, NC 28025
REPORT OF RESULTS
LOG NO: S8-81262
Received: 06 MAR 98
Reported: 17 MAR 98
Revised: 01 APR 98
Client PO. No.: 190-00001-01
Project: 115046-01/MACON DOCKERY
Sampled By: Client
Code: 10238041
Page 12
LOG NO
81262-6
81262-7
81262-8
81262-9
81262-10
SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES
Method Blank
Repcrting Limit (RL)
Lab Control Standard Result
Lab Control Standard Duplicate Result
Expected Value, LCS/LCSD
PARAMETER 81262-6 81262-7 81262-8 81262-9 81262-10
Zinc (6010)
Zinc, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
<20
03.09.98
03.10.98
1.0
0309!
20 479
03.09.98
03.10.98
1. 0
0309!
----------
491 500
03.09.98
03.10.98
1. 0
0309!
----------
Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
751 Arbor Street
Concord, NC 28025
REPORT OF RESULTS
LOG NO: S8-81262
Received: 06 MAR 98
Reported: 17 MAR 98
Revised: 01 APR 98
Client PO. No.: 190-00001-01
Project: 115046-01/MACON DOCKERY
Sampled By: Client
Code: 10258041
Page 13
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES
LCS/LCSD % Recovery 81262-11
81262-12 LCS Accuracy Control Limit (%R)
PARAMETER
Purgeable Halocarbons (8010)
1,1-Dichloroethene
Trichloroethylene
81262-11
----------
110/95 %
120/100 %
81262-12
----------
38-164 %
63-121 %
•
Purgeable Aromatics
Benzene
(8020)
110/100 % 56 -144 %
•
Toluene
Suspended Solids (160.2)
Suspended Solids
Barium (6010)
Barium
Beryllium (6010)
Beryllium
Cadmium (7131)
Cadmium
Chromium (6010)
Chromium
Manganese (6010)
Manganese
Nickel (6010)
Nickel
Lead (7421)
Lead
Antimony (7041)
Antimony
110/100 %-67-124 %
87 /94 % 90 %
100/101 % 75-125 %
98/102 % 75-125 %
85 %/---80-120 %
98/102 % 75-125 %
102/105 % 75-125 %
100/104 % 75-125 %
93 ii---80-120 %
99 %/---80-120 %
---------- ----------
Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL
•
•
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
751 Arbor Street
Concord, NC 28025
REPORT OF RESULTS
LOG NO: S8-81262
Received: 06 MAR 98
Reported: 17 MAR 98
Revised: 01 APR 98
Client PO. No.: 190-00001-01
Project: 115046-01/MACON DOCKERY
Sampled By: Client
Code: 10258041
Page 14
LOG NO
81262-11
81262-12
SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES
LCS/LCSD % Recovery
LCS Accuracy Control Limit (%RI
PARAMETER 81262-11 81262-12
Vanadium I 6010 I
Vanadium
Zinc (6010)
Zinc
100/102 % 75-125 %
96/98 % 75-125 %
Methods: EPA SW-846 and 40 CFR Part 136 .
Final Page Of Report
Laboratories in Savannah, GA • Tallahassee, FL • Tampa. FL • Deerfield Beach, FL • Mobile, AL
-
SL SAVANNAHLABORATORIES
& ENVIRONMENTAL SERVICES, INC.
ANALYSIS REQUEST AND CHAIN OF CUSTODY RECORD
PROJECT NO. P.O. NUMBER ·
SAMPLE SL
DATE TIME NO. SAMPLE IDENTIFICATION
5102 LaRoche Avenue, Savannah, GA 31404
D 2846 Industrial Plaza Drive, Tallahassee. FL 32301
D 414 SW 12th Avenue, Deerfield Beach, FL 33442
D 900 Lakeside Drive, Mobile, AL 36693
D 6712 Benjamin Road, Suite 100, Tampa, FL 33634
D 100 Alpha Drive, Suite 110, Destrehan, LA 70047
Serial Number
Phone: [phone]
Phone: [phone]
Phone: [phone]
Phone: [phone]
Phone: [phone]
Phone: [phone]
Fax: [phone]
Fax: [phone]
Fax: [phone]
Fax: [phone]
Fax: [phone]
Fax: [phone]
REMARKS
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1435 (Y)l\l.o l\l 1=>f><b -E (="v -~L.....J..--'--+-J.'-+--+--+---+--+----+--+---,-=~-4' ,,,,H,r1 s
I
1.-. ,:z_ I I,--f--1, 8 I
,e ,·p ?--L-AN~ ' 3
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-
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~ " .• t •. , ~ r/00 ' .. ~ -~: .. ·l•i' .. ' J,l.f:J -,A"'l IA ' • '
RECEIVED BY: (SIGNATUfl"E) 1 llJITE 1/ME RECEIVED so (SIGNATURE) DATE TIME RECEIVED BY: (SIGNATURE) DATE TIME
·\ '. I ii;; I,. ' .
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0
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC .
• 5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
•
•
Mr. Steve Irrninger
Applied Earth Sciences
751 Arbor Street
Concord, NC 28025
LOG NO: S7-76882
Received: 06 DEC 97
Reported: 16 DEC 97
Revised: 17 MAR 98
Project: Macon/Dockery 109564-04
Sampled By: Client
Code: 095580317
REPORT OF RESULTS Page 1
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES
76882-1 Lowery Dockery Effluent
76882-2 Upper Dockery Effluent
76882-3 Macon Source Effluent
76882-4 Macon Pad Effluent
PARAMETER
Purgeable Halocarbons (8010)
Chloroform, ug/1
1,1-Dichloroethane, ug/1
1,1-Dichloroethene, ug/1
Cis/Trans-1,2-Dichloroethene, ug/1
Methylene chloride (Dichloromethane),
Tetrachloroethene, ug/1
1,1,1-Trichloroethane, ug/1
Trichloroethylene, ug/1
Vinyl chloride, ug/1
Surrogate -Bromochloromethane
Date Analyzed
Dilution factor
Batch ID
Clock ID
76882-1
<1.0
<l. o
<1.0
<1.0
ug/1 <2.0
<1.0
<1.0
<1.0
<1.0
81%
12.10.97
1.0
1209A
2Bl209
76882-2
<l.0
<1.0
<1.0
<1.0
<2.0
<1.0
<1.0
<1.0
<1.0
80%
12.10.97
1.0
1209A
2Bl209
----------
DATE/
TIME SAMPLED
12-05-97/1315
12-05-97/1320
12-05-97/1530
12-05-97/1135
76882-3
<1.0
<1.0
<1.0
<1.0
<2.0
<1.0
<1.0
<1.0
<1.0
92%
12.10.97
1.0
1209A
2B1209
76882-4
<1.0
<1.0
<1.0
<1.0
<2.0
<1.0
<1.0
<1.0
<1.0
84%
12.10.97
1.0
1209A
2B1209
--------------------
Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL
•
•
•
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
751 Arbor Street
Concord, NC 28025
LOG NO:
Received:
Reported:
Revised:
S7-76882
06 DEC 97
16 DEC 97
17 MAR 98
Project: Macon/Dockery 109564-04
Sampled By: Client
Code: 095580317
REPORT OF RESULTS Page 2
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
------------------------------------------------------------------------------------
76882-1 Lowery Dockery Effluent 12-05-97/1315
76882-2 Upper Dockery Effluent 12-05-97/1320
76882-3 Macon Source Effluent 12-05-97/1530
76882-4 Macon Pad Effluent 12-05-97/1135
------------------------------------------------------------------------------------
PARAMETER 76882-1 76882-2 76882-3 76882-4
----------------------------------------------------------- --------------------
Purgeable Aromatics (8020)
Benzene, ug/1 <1.0 <1.0 <1.0 <1.0
Toluene, ug/1 <1.0 <1.0 <1.0 <1.0
Total Xylenes, ug/1 <3.0 <3.0 <3.0 <3.0
Acetone, ug/1 <10 <10 <10 <10
Surrogate -a,a,a-Trifluorotoluene 87% 83% 83% 83%
Date Analyzed 12.10.97 12.10.97 12.10.97 12.10.97
Dilution factor 1.0 1.0 1.0 1. 0
Batch ID 1209A 1209A 1209A 1209A
Clock ID 2Bl209 2Bl209 2B1209 2Bl209
Suspended Solids (160. 2)
Suspended Solids, rng/1 <5.0 <5. 0 <5.0 <5.0
Preparation Date 12.10.97 12.10.97 12.10.97 12.10.97
Date Analyzed 12.11.97 12.11.97 12.11.97 12.11.97
Dilution factor 1.0 1.0 1.0 1. 0
Batch ID 1210A 1210A 1210A 1210A
Barium (6010)
Barium, ug/1 <50 <50 150 <50
Preparation Date 12.09.97 12.09.97 12.09.97 12.09.97
Date Analyzed 12.10.97 12.10.97 12.10.97 12.10.97
Dilution factor 1.0 1.0 1.0 1.0
Batch ID 1209G 1209G 1209G 1209G
-------------------------------------------------------------------------------
Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC .
• 5102 LaRoche Avenue• Savannah. GA 31404 • [phone] • Fax [phone]
•
•
Mr. Steve Irminger
Applied Earth Sciences
751 Arbor Street
Concord, NC 28025
LOG NO: S7-76882
Received: 06 DEC 97
Reported: 16 DEC 97
Revised: 17 MAR 98
Project: Macon/Dockery 109564-04
Sampled By: Client
Code: 095580317
REPORT OF RESULTS Page 3
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES
-------------------------------------------- - ----- -----------
76882-1 Lowery Dockery Effluent
76882-2 Upper Dockery Effluent
76882-3 Macon Source Effluent
76882-4 Macon Pad Effluent
PARAMETER
Beryllium ( 6010)
Beryllium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Chromium (6010)
Chromium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Manganese (6010)
Manganese, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
----------
----------
76882-1
----------
<5.0
12.09.97
12.10.97
1.0
1209G
<10
12.09.97
12.10.97
1.0
1209G
160
12.09.97
12.10.97
1.0
1209G
----------
76882-2
----------
<5.0
12.09.97
12.10.97
1.0
1209G
<10
12.09.97
12.10.97
1.0
1209G
<5.0
12.09.97
12.10.97
1.0
1209G
----------
DATE/
TIME SAMPLED
12-05-97/1315
12-05-97/1320
12-05-97/1530
12-05-97/1135
76882-3 76882-4
--------------------
<5.0 <5.0
12.09.97 12.09.97
12.10.97 12.10.97
1.0 1.0
1209G 1209G
<10 <10
12.09.97 12.09.97
12.10.97 12.10.97
1.0 1.0
1209G 1209G
160 <5.0
12.09.97 12.09.97
12.10.97 12.10.97
1.0 1.0
1209G 1209G
--------------------
Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL
•
•
•
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue• Savannah. GA 31404 • [phone] • Fax [phone]
Mr. Steve Irrninger
Applied Earth Sciences
751 Arbor Street
Concord, NC 28025
LOG NO: S7-76882
Received: 06 DEC 97
Reported: 16 DEC 97
Revised: 17 MAR 98
Project: Macon/Dockery 109564-04
Sampled By: Client
Code: 095580317
REPORT OF RESULTS Page 4
LOG NO
76882-1
76882-2
76882-3
76882-4
PARANETER
SAMPLE DESCRIPTION, LIQUID SAMPLES
Lowery Dockery Effluent
Upper Dockery Effluent
Macon Source Effluent
Macon Pad Effluent
76882-1 76882-2
DATE/
TIME SAMPLED
12-05-97/1315
12-05-97/1320
12-05-97/1530
12-05-97/1135
76882-3 76882-4
-------------------------------------------------------------------------------
Vanadium ( 6010)
Vanadium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Nickel (6010)
Nickel, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Cadmium (7131)
Cadmium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
----------
<50
12.09.97
12.10.97
1. 0
1209G
<40
12.09.97
12.10.97
1.0
1209G
<0.30
12.09.97
12.11.97
1. 0
1209H
----------
<50
12.09.97
12.10.97
1.0
1209G
<40
12.09.97
12.10.97
1.0
1209G
<0.30
12.09.97
12.11.97
1.0
1209H
----------
<50 <50
12.09.97 12.09.97
12.10.97 12.10.97
1.0 1.0
1209G 1209G
<40 <40
12.09.97 12.09.97
12.10.97 12.10.97
1.0 1.0
1209G 1209G
<0.30 <0.30
12.09.97 12.09.97
12.11.97 12.11.97
1.0 1.0
1209H 1209H
--------------------
Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC .
• 5102 LaRoche Avenue• Savannah. GA 31404 • [phone] • Fax [phone]
•
•
Mr. Steve Irminger
Applied Earth Sciences
751 Arbor Street
Concord, NC 28025
REPORT OF RESULTS
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES
76882-1 Lowery Dockery Effluent
76882-2 Upper Dockery Effluent
76882-3 Macon Source Effluent
76882-4 Macon Pad Effluent
PARAMETER
Lead (7421)
Lead, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Antimony (7041)
Antimony, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Zinc (6010)
Zinc, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
----------
----------
76882-1
----------
<3 .0
12.09.97
12.10.97
1.0
1209H
<10
12.09.97
12.11.97
1.0
12091
<20
12.09.97
12.10.97
1.0
1209G
----------
LOG NO: S7-76882
Received: 06 DEC .97
Reported: 16 DEC 97
Revised: 17 MAR 98
Project: Macon/Dockery 109564-04
Sampled By: Client
Code: 095580317
Page 5
DATE/
76882-2
----------
<3.0
12.09.97
12.10.97
1.0
1209H
<10
12.09.97
12.11.97
1.0
1209I
<20
12.09.97
12.10.97
1.0
1209G
----------
TIME SAMPLED
12-05-97/1315
12-05-97/1320
12-05-97/1530
12-05-97/1135
76882-3 76882-4
--------------------
6.5 <3. 0
12.09.97 12.09.97
12.10.97 12.10.97
1.0 1.0
1209H 1209H
<10 <10
12.09.97 12.09.97
12.11.97 12.11.97
1.0 1.0
1209I 1209I
26 <20
12.09.97 12.09.97
12.10.97 12.10.97
1.0 1.0
1209G 1209G
--------------------
Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL
['
•
•
•
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
751 Arbor Street
Concord, NC 28025
LOG NO: S7-76882
Received: 06 DEC 97
Reported: 16 DEC 97
Revised: 17 MAR 98
Project: Macon/Dockery 109564-04
Sampled By: Client
Code: 095580317
REPORT OF RESULTS Page 6
LOG NO
76882-5
SAMPLE DESCRIPTION, LIQUID SAMPLES
Trip Blank
PARAMETER
Purgeable Halocarbons (8010)
Chloroform, ug/1
1,1-Dichloroethane, ug/1
1,1-Dichloroethene, ug/1
Cis/Trans-1,2-Dichloroethene, ug/1
Methylene chloride (Dichloromethane),
Tetrachloroethene, ug/1
1,1,1-Trichloroethane, ug/1
Trichloroethylene, ug/1
Vinyl chloride, ug/1
Surrogate -Bromochloromethane
Date Analyzed
Dilution factor
Batch ID
Clock ID
Purgeable Aromatics (8020)
Benzene, ug/1
Toluene, ug/1
Total Xylenes, ug/1
Acetone, ug/1
Surrogate -a,a,a-Trifluorotoluene
Date Analyzed
Dilution factor
Batch ID
Clock ID
ug/1
76882-5
<l.O
<l.O
<1.0
<1.0
<2.0
<1.0
<1.0
<1.0
<1.0
84%
12.10.97
1. 0
1209A
2Bl209
<1.0
<1.0
<3.0
<10
BT's
12.10.97
1.0
1209A
2B1209
Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL
•
•
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
Mr. Steve Irrninger
Applied Earth Sciences
751 Arbor Street
Concord, NC 28025
LOG NO: S7-76882
Received: 06 DEC 97
Reported: 16 DEC 97
Revised: 17 MAR 98
Project: Macon/Dockery 109564-04
Sampled By: Client
Code: 095580317
REPORT OF RESULTS Page 7
LOG NO
76882-6
76882-7
76882-8
SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES
Method Blank
Lab Control Standard% Recovery
LCS Accuracy Control Limit (%R)
PARAMETER
Purgeable Halocarbons (8010)
Chloroform, ug/1
1,1-Dichloroethane, ug/1
1,1-Dichloroethene, ug/1
Cis/Trans-1,2-Dichloroethene, ug/1
Methylene chloride (Dichloromethane),
Tetrachloroethene, ug/1
1,1,1-Trichloroethane, ug/1
Trichloroethylene, ug/1
Vinyl chloride, ug/1
Surrogate -Bromochloromethane
Date Analyzed
Dilution factor
Batch ID
Clock ID
ug/1
76882-6
<1.0
<1.0
<1.0
<1.0
<2.0
<1.0
<1.0
<1.0
<1.0
80%
12.10.97
1.0
1209A
2Bl209
76882-7 76882-8
100 % 10-232 %
105 % 28-196 %
Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC .
• 5102 LaRoche Avenue• Savannah. GA 31404 • [phone] • Fax [phone]
•
•
Mr. Steve Irminger
Applied Earth Sciences
751 Arbor Street
Concord, NC 28025
LOG NO: S7-76882
Received, 06 DEC 97
Reported: 16 DEC 97
Revised: 17 MAR 98
Project: Macon/Dockery 109564-04
Sampled By: Client
Code: 095580317
REPORT OF RESULTS Page 8
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES
-----------------------------------------------------------------------------------
76882-6
76882-7
76882-8
Method Blank
Lab Control Standard% Recovery
LCS Accuracy Control Limit (%R)
-----------------------------------------------------------------------------------
PARAMETER 76882-6 76882-7 76882-8
------------------------------------------------- ---------- --------------------
Purgeable Aromatics (8020)
Benzene, ug/1
Toluene, ug/1
Total Xylenes, ug/1
Acetone, ug/1
Surrogate -a,a,a-Trifluorotoluene
Date Analyzed
Dilution factor
Batch ID
Clock ID
Barium (6010)
Barium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Beryllium (6010)
Beryllium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
<1.0
<1.0
<3 .0
<10
93%
12.10.97
1.0
1209A
2Bl209
<50
12.09.97
12.10.97
1. 0
1209G
<5.0
12.09.97
12.10.97
1.0
1209G
110 %
115 %-
100 %
96 %
9 3 %
23-168 %
33-167 %
40-130 %
80-120 %
80-120 %
Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile. AL
•
•
•
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
751 Arbor Street
Concord, NC 28025
LOG NO: S7-76882
Received: 06 DEC 97
Reported: 16 DEC 97
Revised: 17 MAR 98
Project: Macon/Dockery 109564-04
Sampled By: Client
Code: 095580317
REPORT OF RESULTS Page 9
LOG NO
76882-6
76882-7
76882-8
PARAMETER
SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES
Method Blank
Lab Control Standard% Recovery
LCS Accuracy Control Limit (%R)
76882-6 76882-7 76882-8
------------------------------------------------- ---------- ---------- ----------
Chromium (6010)
Chromium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Manganese (6010)
Manganese, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Vanadium (6010)
Vanadium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
<10
12.09.97
12.10.97
1. 0
1209G
<5.0
12.09.97
12.10.97
1.0
1209G
<50
12.09.97
12.10.97
1.0
1209G
100 %-80-120 %
97 %-80-120 %
98 % 80-120 %
Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL
•
•
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
751 Arbor Street
Concord, NC 28025
REPORT OF RESULTS
LOG NO: S7-76882
Received: 06 DEC 97
Reported: 16 DEC 97
Revised: 17 MAR 98
Project: Macon/Dockery 109564-04
Sampled By: Client
Code: 095580317
Page 10
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES
-----------------------------------------------------------------------------------
76882-6
76882-7
76882-8
Method Blank
Lab Control Standard% Recovery
LCS Accuracy Control Limit (%R)
-----------------------------------------------------------------------------------
PARAMETER 76882-6 76882-7 76882-8
----------------------------------------------------------- --------------------
Nickel (6010)
Nickel, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Cadmium (7131)
Cadmium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Lead (7421)
Lead, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
<40
12.09.97
12.10.97
1.0
1209G
<0.30
12.09.97
12.11.97
1.0
1209H
<3. 0
12 .. 09.97
12.10.97
1.0
1209H
99 % 80-120 %
88 %-80-120 %
102 %-80-120 %
Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL
•
•
•
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
751 Arbor Street
Concord, NC 28025
LOG NO°:
Received:
Reported:
Revised:
S7-76882
06 DEC 97
16 DEC 97
17 MAR 98
Project: Macon/Dockery 109564-04
Sampled By: Client
Code: 095580317
REPORT OF RESULTS Page 11
LOG NO
76882-6
76882-7
76882-8
SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES
PARAMETER
Method Blank
Lab Control Standard% Recovecy
LCS Accuracy Control Limit (%R)
Antimony (7041)
Antimony, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Suspended Solids (160.2)
Suspended Solids, mg/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Zinc (6010)
Zinc, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Methods: EPA SW-846 and 40 CFR Part 136 .
76882-6
<10
12.09.97
12.11.97
1.0
1209I
<5.0
12.10.97
12.11.97
1.0
1210A
<20
12.09.97
12.10.97
1.0
1209G
Final Page Of Report
76882-7 76882-8
95 % 80-120 %
101 % 75-125 %
101 % 80-120 %
Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL
•
•
•
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
Mr. Steve Irrninger
Applied Earth Sciences
751 Arbor Street
Concord, NC 28025
LOG NO: S8-80151
Received: 10 JAN 98
Reported: 20 JAN 98
Revised: 17 MAR 98
Project: Macon/Dockery 115046-01
Sampled By: Client
Code: 095680317
REPORT OF RESULTS Page 1
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES
80151-1
80151-2
80151-3
80151-4
PARAMETER
Lower Dockery Eff
Upper Dockery Eff
Macon Source Eff
Macon Pad Eff
Purgeable Halocarbons (8010)
Chloroform, ug/1
1,1-Dichloroethane, ug/1
1,1-Dichloroethene, ug/1
Cis/Trans-1,2-Dichloroethene, ug/1
Methylene chloride {Dichloromethane),
Tetrachloroethene, ug/1
1,1,1-Trichloroethane, ug/1
Trichloroethylene, ug/1
Vinyl chloride, ug/1
Surrogate -Bromochloromethane
Date Analyzed
Dilution factor
Batch ID
Clock ID
ug/1
80151-1
<1.0
<1.0
<1.0
<1.0
<2.0
<1.0
<1.0
<1.0
<1.0
81%-
01. 13 .98
1. 0
0112A
1B0113
80151-2
<1.0
<1.0
<1.0
<1.0
<2.0
<1.0
<1.0
<1.0
<1.0
73%-
01.13.98
1.0
0112A
1B0113
----------
DATE/
TIME SAMPLED
01-09-98/1300
01-09-98/1320
01-09-98/1330
01-09-98
80151-3
<l.0
<1.0
<1.0
<l. 0
<2.0
<1.0
<1.0
<1.0
<1.0
7 0%-
01.13.98
1.0
0112A
1B0113
80151-4
<1.0
<1.0
<1.0
<1.0
<2.0
<1.0
<1.0
<1.0
<1.0
7 8 %-
01.13.98
1.0
0112A
1B0113
--------------------
Lab~ratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL
•
•
•
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue• Savannah. GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
751 Arbor Street
Concord, NC 28025
LOG NO: S8-80151
Received: 10 JAN 98
Reported: 20 JAN 98
Revised: 17 MAR 98
Project: Macon/Dockery 115046-01
Sampled By: Client
Code: 095680317
REPORT OF RESULTS Page 2
LOG NO
80151-1
80151-2
80151-3
80151-4
PARAMETER
SAMPLE DESCRIPTION, LIQUID SAMPLES
Lower Dockery Eff
Upper Dockery Eff
Macon Source Eff
Macon Pad Eff
80151-1 80151-2
DATE/
TIME SAMPLED
01-09-98/1300
01-09-98/1320
01-09-98/1330
01-09-98
80151-3 80151-4
------------------------------------------------- ------------------------------
Purgeable Aromatics (8020)
Benzene, ug/1
Toluene, ug/1
Total Xylenes, ug/1
Acetone, ug/1
Surrogate -a,a,a-Trifluorotoluene
Date Analyzed
Dilution factor
Batch ID
Clock ID
Suspended Solids (160.2)
Suspended Solids, mg/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Barium (6010)
Barium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
<1.0
<1.0
<3.0
<10
90 %
01.13 .98
1.0
0112A
1B0113
<5.0
01.12.98
01.13.98
1.0
0112B
<50
01.13.98
01.14.98
i. o
01131
<1.0
<1.0
<3 .o
<10
90 %
01.13.98
i. o
0112A
1B0113
<5.0
01.12.98
01.13 .98
1.0
0112B
<50
01.13.98
01.14 .98
1.0
01131
<l.O
<1.0
<3. o
<10
90 %
01.13.98
1.0
0112A
1B0113
<5.0
01.12.98
01.13.98
1.0
0112B
180
01.13.98
01.14.98
1.0
01131
<l.0
<1.0
<3.0
<10
90 %
01.13.98
1.0
0112A
1B0113
<5.0
01.12.98
01.13 .98
1.0
0112B
<50
01.13.98
01.14.98
1.0
01131
Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC .
• 5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
•
•
Mr. Steve Irminger
Applied Earth Sciences
751 Arbor Street
Concord, NC 28025
LOG NO: S8-80151
Received: 10 JAN 98
Reported: 20 JAN 98
Revised: 17 MAR 98
Project: Macon/Dockery 115046-01
Sampled By: Client
Code: 095680317
REPORT OF RESULTS Page 3
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES
80151-1
80151-2
80151-3
80151-4
PARAMETER
Lower Dockery Eff
Upper Dockery Eff
Macon Source Eff
Macon Pad Eff
Beryllium (6010)
Beryllium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Chromium (6010)
Chromium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Manganese (6010)
Manganese, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
----------
----------
80151-1
----------
<5.0
01.13.98
01.14 .98
1.0
01131
<10
01.13.98
01.14.98
1.0
01131
34
01.13 .98
01.14 .98
1.0
01131
----------
80151-2
----------
<5.0
01.13.98
01.14.98
1.0
01131
11
01.13 .98
01.14.98
1.0
01131
<5.0
01.13 .98
01.14 .98
1.0
01131
----------
DATE/
TIME SAMPLED
01-09-98/1300
01-09-98/1320
01-09-98/1330
01-09-98
80151-3 80151-4
--------------------
<5.0 <5.0
01.13 .98 01.13.98
01.14.98 01.14.98
1.0 1.0
01131 01131
<10 <10
01.13.98 01.13.98
01.14.98 01.14.98
1.0 1.0
01131 01131
33 <5.0
01.13 .98 01.13 .98
01.14.98 01.14.98
1.0 1.0
01131 01131
--------------------
Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL , Mobile, AL
•
•
•
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
751 Arbor Street
Concord, NC 28025
LOG NO: S8-80151
Received: 10 JAN 98
Reported: 20 JAN 98
Revised: 17 MAR 98
Project: Macon/Dockery 115046-01
Sampled By: Client
Code: 095680317
REPORT OF RESULTS Page 4
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES
80151-1
80151-2
80151-3
80151-4
PARAMETER
Lower Dockery Eff
Upper Dockery Eff
Macon Source Eff
Macon Pad Eff
Nickel (6010)
Nickel, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Vanadium (6010)
Vanadium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Cadmium (7131)
Cadmium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
----------
----------
80151-1
----------
<40
01.13.98
01.14.98
1.0
01131
<50
01.13.98
01.14.98
1.0
0113I
<0.30
01.13.98
01.16.98
1.0
0113H
----------
80151-2
----------
<40
01.13 .98
01.14.98
1.0
0113I
<50
01.13.98
01.14.98
1.0
01131
<0.30
01.13 .98
01.16.98
1.0
0113H
----------
DATE/
TIME SAMPLED
01-09-98/1300
01-09-98/1320
01-09-98/1330
01-09-98
80151-3 80151-4
--------------------
<40 <40
01.13 .98 01.13.98
01.14.98 01.14.98
1. 0 1.0
01131 0113I
<50 <50
01.13 .98 01.13.98
01.14.98 01.14.98
1. 0 1.0
0113I 01131
<0.30 <0.30
01.13 .98 01.13 .98
01.19.98 01.16.98
1.0 1.0
0113H 0113H
--------------------
Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL
•
•
•
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
751 Arbor Street
Concord, NC 28025
REPORT OF RESULTS
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES
LOG NO: S8-80151
Received: 10 JAN 98
Reported: 20 JAN 98
Revised: 17 MAR 98
Project: Macon/Dockery 115046-01
Sampled By: Client
Code: 095680317
Pages
DATE/
TIME SAMPLED
-------------------------------------------------------------
80151-1 Lower Dockery Eff
80151-2 Upper Dockery Eff
80151-3 Macon Source Eff
80151-4 Macon Pad Eff
PARAMETER
Lead (7421)
Lead, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Antimony (7041)
Antimony, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Zinc (6010)
Zinc, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
----------
----------
80151-1
----------
<3.0
01.13 .98
01.14 .98
1.0
0113H
<10
01.13 .98
01.15.98
1.0
0113G
<20
01.13 .98
01.14.98
1.0
01131
----------
80151-2
----------
<3.0
01.13.98
01.14.98
1.0
0113H
<10
01.13.98
01.15.98
1.0
0113G
<20
01.13.98
01.14.98
1.0
01131
----------
01-09-98/1300
01-09-98/1320
01-09 -98/1330
01-09-98
80151-3 80151-4
--------------------
<3. 0 <3.0
01.13.98 01.13.98
01.14.98 01.14.98
1.0 1.0
0113H 0113H
<10 <10
01.13.98 01.13.98
01.15.98 01.15.98
1.0 1.0
0113G 0113G
<20 <20
01.13.98 01.13.98
01.14.98 01.14.98
1. 0 1. 0
01131 01131
--------------------
Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC .
• 5102 LaRoche Avenue• Savannah. GA 31404 • [phone] • Fax [phone]
•
•
Mr. Steve Irminger
Applied Earth Sciences
751 Arbor Street
Concord, NC 28025
LOG NO: S8-80151
Received: 10 JAN 98
Reported: 20 JAN 98
Revised: 17 MAR 98
Project: Macon/Dockery 115046-01
Sampled By: Client
Code: 095680317
REPORT OF RESULTS Page 8
LOG NO
80151-6
80151-7
80151-8
SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES
Method Blank
Lab Control Standard%-Recovery
LCS Accuracy Control Limit (%R)
-----------------------------------------------------------------------------------
PARAMETER
Purgeable Aromatics (8020)
Benzene, ug/1
Toluene, ug/1
Total Xylenes, ug/1
Acetone, ug/1
Surrogate -a,a,a-Trifluorotoluene
Date Analyzed
Dilution factor
Batch ID
Clock ID
Suspended Solids (160.2)
Suspended Solids, mg/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Barium (6010)
Barium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
80151-6
<1.0
<1.0
<3.0
<10
100 %-
01.13.98
1.0
0112A
1B0113
<5.0
01.12.98
01.13.98
1.0
0112B
<50
01.13.98
01.14.98
1.0
01131
80151-7
100 %-
95 %-
95 %-
95 %-
96 %-
80151-8
23-168 %
33-167 %
40-130 %
75-125 %-
80-120 %
Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile. AL
•
•
•
•
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC,
5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
751 Arbor Street
Concord, NC 28025
LOG NO: S8-80151
Received: 10 JAN 98
Reported: 20 JAN 98
Revised: 17 MAR 98.
Project: Macon/Dockery 115046-01
Sampled By: Client
Code·: 095680317
REPORT OF RESULTS Page 9
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES
-----------------------------------------------------------------------------------
80151-6
80151-7
80151-8
Method Blank
.Lab Control Standard% Recovery
LCS Accuracy Control Limit (%R)
-----------------------------------------------------------------------------------
PARAMETER 80151-6 80151-7 80151-8
----------------------------------------------------------- ---------- ----------
Beryllium (6010)
Beryllium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Chromium ( 6010)
Chromium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Manganese (6010)
Manganese, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
<5.0
01.13 ,98
01.14 .98
1.0
01131
<10
01.13.98
01.14.98
1.0
01131
<5.0
01.13.98
01.14.98
1.0
01131
94 % 80-120 %
96 % 80-120 %
98 % 80-120 %
-------------------------------------------------------------------------------
Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL
•
•
•
•
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
751 Arbor Street
Concord, NC 28025
LOG NO: S8-80151
Received: 10 JAN 98
Reported: 20 JAN 98
Revised: 17 MAR 98
Project: Macon/Dockery 115046-01
Sampled By: Client
Code: 095680317
REPORT OF RESULTS Page 10
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES
-----------------------------------------------------------------------------------
80151-6
80151-7
80151-8
Method Blank
Lab Control Standard% Recovery
LCS Accuracy Control Limit (%R)
-----------------------------------------------------------------------------------
PARAMETER 80151-6 80151-7 80151-8
-------------------------------------------------------------------------------
Nickel (6010)
Nickel, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Vanadium (6010)
Vanadium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Cadmium (7131)
Cadmium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
<40
01.13.98
01.14.98
1.0
01131
<50
01.13.98
01.14.98
1.0
01131
<0.30
01.13.98
01.19.98
1.0
0113H
97 % 80-120 %
100 % 80-120 %
116 % 80-120 %
Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL
•
•
•
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
751 Arbor Street
Concord, NC 28025
LOG NO: SS-80151
Received: 10 JAN 98
Reported: 20 JAN 98
Revised: 17 MAR 98
Project: Macon/Dockery 115046-01
Sampled By: Client
Code: 095680317
REPORT OF RESULTS Page 11
LOG NO
80151-6
80151-7
80151-8
SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES
PARAMETER
Lead (7421)
Lead, ug/1
Method Blank
Lab Control Standard% Recovery
LCS Accuracy Control Limit (%R)
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Antimony (7041)
Antimony, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Zinc ( 6010)
Zinc, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Methods: EPA SW-846
NC DEHNR Cert. #269
80151-6
<3. 0
01.13 .98
01.14 .98
1.0
0113H
<10
01.13.98
01.15.98
1. 0
0113G
<20
01.13 .98
01.14.98
1.0
0113I
Final Page Of Report
80151-7 80151-8
94 %-80-120 %
87 %-80-120 %
101 %-80-120 %
Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL
• Macon/Dockery Site
Richmond County, North Carolina
March 11, 1998
Ms. Giezelle S. Bennett
Remedial Project Manager
United States Environmental Protection Agency
Region 4
61 Forsyth Street, S.W.
Atlanta, Georgia 30303-3104
Re: Macon/Dockery NPL Site
Cordova, North Carolina
Dear Ms. Bennett:
Reply to: Technical Committee
c/o David L. Jones
Ingersoll-Rand Company
114 Spencer Road
Cassopolis, Michigan
Phone: 6 I 6/445-8851
Fax: [phone] I
RECEIVED
MAR 16 1998
SUPERFUND SECTIOM
• The Macon/Dockery Site Group (MDSG) Technical Committee is in receipt of your letter
dated February 19, 1998, regarding the North Carolina Department of Environment and Natural
Resources (NCDENR) review comments of the Annual Summary Status Report and Monthly
Progress Reports. Our consultant has prepared the following comments on behalf of the MDSG.
The numbered responses below correspond with the itemized comments contained in the
NCDENR February 9, 1998 letter.
Response to Comments -Annual Status Report
Table 7 -Summary of Mass Removal Estimates
/1. Response: Table 7 has been revised to include those results for the Macon Source
Area system and the Upper/Lower Macon System. In addition, values for Average Total VOC
Concentration and Pounds ofYOC Removed for Month have been reviewed and corrected as
necessary. A copy of the corrected Table 7 is attached to this letter as Attachment Number l
Monthly Progress and O&M Report
November 1997
Results of Sampling and Testing and Other Data Received
Response: A copy of Table 6 is attached to this letter as Attachment Number 2.
•
•
Ms. Giezelle S. Bennett
March 11, 1998
Page No. 2
Table 1 Groundwater Quality Summary
/2. Response: The laboratory documentation is correct. The concentration of Barium for
the sample collected November 13, 1997 at the Upper Dockery effluent has been changed to 67.9
micrograms per Liter (ug/L) in Table I. A revised Table I is attached to this letter as Attachment
Number 3.
Table 4 Groundwater Quality Summary
i/3. . Response: Table 4 has been revised to reflect that the sample collected July 25, 1997,
from the Upper/Lower Macon System effluent was sampled for manganese only. A copy of the
revised table is attached to this letter as Attachment Number 4.
/4. Response: The laboratory documentation is correct. Table 4 has been revised to
reflect the concentration of barium and manganese as below the detection limit for the sample
date April 8, 1997 at the Upper/Lower Macon System effluent. A copy of the revised table is
attached to this letter as Attachment Number 4 .
Table 5 Groundwatei;,Quality Summary
V
J 5. Response: The laboratory documentation is correct. A copy of the corrected Table 5
indicating a barium concentration of 128 ug/L for the sample collected November 12, 1997 from
well MW-15 is attached to this letter as Attachment Number 5.
f 6. Response: The laboratory documentation is correct. A copy of the corrected Table 5
indicating a lead concentration of 4.3 ug/L for the sample collected November 12, 1997 from
well MW-24 is attached to this letter as Attachment Number 5.
} 7. Response: The laboratory documentation is correct. A copy of the corrected Table 5
indicating a zinc concentration of20.7 ug/L for the sample collected November 13, 1997 from
well MW-I I is attached to this letter as Attachment Number 5.
}8. Response: The laboratory documentation is correct. A copy of the corrected Table 5
indicating a total suspended solids of 84 milligrams per Liter (mg/L) for the sample collected
November 11, 1997 from well MW-13 is attached to this letter as Attachment Number 5.
Table 7 Groundwater Level Data
✓9. Response: Field notes recorded during the measuring of water levels from well LM-5
• on August 5, 1997 were reviewed. According to the field notes, the correct depth to water
• Ms. Giezelle S. Bennett
March 11, 1998
Page No. 3
recorded August 5, 1997 for LM-5 was 66.84 feet. A copy of the revised table is attached to this
letter as Attachment Number 6.
Table 8 Summary of Mass VOC Removal Estimates
/io. Response: Values for Average Total VOC Concentration and Pounds ofVOC
Removed for Month have been reviewed and corrected as necessary. A copy of the corrected
Table 8 is attached to this letter as Attachment Number 7.
Laboratory Analytical Results
Response: Samples designated Duplicate-1 and Duplicate-2 were collected from
wells MW-15 and MW-2A, respectively, on November 12, 1997. The results for thes~ duplicate
analyses have been added to Table 5. A copy of the revised Table 5 is attached to this letter as
Attachment Number 5.
Monthly Progress and O&M Report
December 1997
• Table 1 Groundwater Quality Summary
•
JI. Response: The laboratory documentation is correct. The concentration of Barium for
the sample collected November 13, 1997 at the Upper Dockery effluent has been changed to 67.9
micrograms per Liter (ug/L) in Table 1. A revised Table I is attached to this letter as Attachment
Number 3.
j 2. Response: Zinc was not analyzed in the water sample collected December 5, 1997
from the Upper Dockery effluent. Table 1 has been revised to indicate that the sample was "not
analyzed" for zinc. A reyised Table I is attached to this letter as Attachment Number 3.
Table 2 Groundwater Quality Summary
✓3. Response: A copy of the omitted Lower Dockery Effluent sampling results is attached
to this letter as Attachment Number 8.
Table 3 Groundwater Quality Summary
/4. Response: Zinc was not analyzed in the water sample collected December 5, 1997
from the Upper Macon Source Area system effluent. Table 3 has been revised to indicate that the
sample was "not analyzed" for zinc. A revised Table 3 is attached to this letter as Attachment
Number 9 .
•
•
•
Ms. Gie:zelle S. Bennett
March 11, 1998
Page No. 4
Table 4 Groundwater Quality Summary
-'5. Response: Manganese was the only parameter analyzed in the water sample collected
July 25, 1997 from the Upper Dockery effiuent. Table 4 has been revised to indicate that the
other tabulated parameters were "not analyzed". A revised Table 4 is attached to this letter as Attachment N_umber 4.
Response: The laboratory documentation is correct. Table 4 has been revised to reflect the concentration of barium and manganese as below the detection limit for the sample
date April 8, 1997 at the Upper/Lower Macon System effluent Table 4 is contained in Attachment Nwnber 4. ·
,7. Response: Zinc was not analyzed in the water sample collected December 5, 1997 from the Upper Dockery effluent Table l has been revised to indicate that the sample was "not
analyzed" for zinc. A revised Table J is attached to this letter as Attachment Number 3.
Table 8 Summary of Mass VOC Removal Estimates
J 8. Response: Values for Average Total VOC Concentration and Pounds ofVOC
Removed for Month have been reviewed and corrected as necessary. A copy of the corrected
Table 8 is anached to this letter as Attachment Number 7.
Toe MDSG appreciates the EPA's and NCDENR's careful review of the Monthly
Progress and O&M Reports and the Annual Status Report. Future reports submitted by the MDSG will incorporate the changes and additions addressed in the comments above.
Should you have any questions or need additional infonnation, please do not hesitate to
contact me.
Sincerely,
-~ :<',p.t✓
David L. Jones
Technical Committee
TOTAL P.02
•
System Month
Upper Dockery Mar-96
Apr-96
May-96
Jun-96
Jul-96
Aug-96
Sep-96
Oct-96
Nov-96
Dec-96
Jan-97
Feb-97
Mar-97
Apr-97
May-97
Jun-97
Jul-97
Aug-97
Sep-97 • Oct-97
Nov-97
Dec-97
Jan-98
Feb-98
Lower Dockery Mar-96
Apr-96
May-96
Jun-96
Jul-96
Aug-96
Sep-96
Oct-96
Nov-96
Dec-96
Jan-97
Feb-97
Mar-97
Apr-97
May-97
Jun-97
Jul-97
Aug-97
Sep-97
Ocl-97 • Nov-97
Dec-97
Jan-98
Feb-98
TABLE 7
SUMMARY OF MASS voe REMOVAL ESTIMATES
MACON/DOCKERY SITE
RICHMOND COUNTY, NORTH CAROLINA
PAGE 1 OF 2
Average Total
Monthly Flow voe Pounds of VOC
Volume Concentration Removed For Month
(gallons) (ug/L) (Pounds)
400,155 196 0.65
286,151 210 0.50
66,826 177 0.10
97,350 120 0.10
163,426 108 0.15
218,330 284 0.52
149,420 284 0.35
140,191 284 0.33
438,013 294 1.07
161,903 294 0.40
294,071 294 0.72
267,596 131 0.29
250,068 131 0.27
276,556 131 0.30
289,938 76 0.18
135,575 76 0.09
99,896 76 0.06
70,967 54 0.03
56,256 54 0.03
277,505 54 0.12
143,168 108 0.13
78,332 108 0.07
103,968 108 0.09
296,588 99.3 0.25
328,448 200 0.55
191,090 150 0.24
245,715 148 0.30
8,619 152 0.01
151,827 152 0.19
126,232 170 0.18
63,833 170 0.09
460,379 170 0.65
183,210 140.8 0.22
137,594 140.8 0.16
286,202 140.8 0.34
90,912 140.8 0.11
277,823 110 0.25
180,560 110 0.17
684,855 116 0.66
501,987 116 0.49
581,027 116 0.56
414,199 84 0.29
481,049 84 0.34
457,604 84 0.32
308,483 62 0.16
272,079 62 0.14
786,548 62 0.41
123,013 57.9 0.06
Cumulative VOCs
Removed
(Pounds)
0.65
1.15
1.25
1.35
1.49
2.01
2.36
2.70
3.77
4.17
4.89
5.18
5.45
5.75
5.94
6.02
6.08
6.12
6.14
6.27
6.40
6.47
6.56
6.81
0.55
0.79
1.09
1.10
1.29
1.47
1.56
2.22
2.43
2.59
2.93
3.04
3.29
3.46
4.12
4.61
5.17
5.46
5.80
6.12
6.27
6.41
6.82
6.88
•
System Month
Macon Source Area Mar-96
Apr-96
May-96
Jun-96
Jul-96
Aug-96
Sep-96
Oct-96
Nov-96
Dec-96
Jan-97
Feb-97
Mar-97
Apr-97
May-97
Jun-97
Jul-97
Aug-97
Sep-97 • Oct-97
Nov-97
Dec-97
Jan-98
Feb-98
U/L Macon Mar-96
Apr-96
May-96
Jun-96
Jul-96
Aug-96
Sep-96
Oct-96
Nov-96
Dec-96
Jan-97
Feb-97
Mar-97
Apr-97
May-97
Jun-97
Jul-97
Aug-97
Sep-97
Oct-97 • Nov-97
Dec-97
Jan-98
Feb-98
TABLE 7
SUMMARY OF MASS voe REMOVAL ESTIMATES
MACON/DOCKERY SITE
-
RICHMOND COUNTY, NORTH CAROLINA
PAGE 2 OF 2
Average Total
Monthly Flow voe Pounds of VOC
Volume Concentration Removed For Month
(gallons) (ug/L) (Pounds)
426,083 55 0.20
364,772 61 0.18
257,720 41 0.09
114,048 60 0.06
202,477 43 0.07
207,503 61 0.11
209,649 61 0.11
101,512 61 0.05
116,354 42.6 0.04
137,045 42.6 0.05
146,036 42.6 0.05
215,730 63.9 0.11
223,222 63.9 0.12
253,167 63.9 0.13
223,177 82 0.15
234,669 82 0.16
117,736 82 0.08
50,248 124.9 0.05
36,264 124.9 0.04
70,207 124.9 0.07
102,326 122.5 0.10
114,452 122.5 0.12
178,387 122.5 0.18
178,387 201.6 0.30
375,318 24 0.07
709,726 24 0.14
482,220 23 0.09
48,305 31 0.01
759,920 22 0.14
638,400 31 0.17
302,505 31 0.08
640,760 31 0.17
871,155 25.3 0.18
725,549 25.3 0.15
596,131 25.3 0.13
795,239 24.4 0.16
939,710 24.4 0.19
918,080 24.4 0.19
999,040 24 0.20
605,792 24 0.12
223,859 24 0.05
911,679 23 0.18
917,631 23 0.18
821,135 23 0.16
140,796 16 0.02
844,299 16 0.11
53t ,692 16 0.07
1,051,002 22.9 0.20
Cumulative VOCs
Removed
(Pounds)
0.2
0.38
0.47
0.53
0.60
0.71
0.82
0.87
0.91
0.96
1.01
1.12
1.24
1.38
1.53
1.69
1.77
1.82
1.86
1.93
2.04
2.15
2.34
2.64
0.07
0.21
0.31
0.32
0.46
0.62
0.70
0.87
1.05
1.20
1.33
1.49
1.68
1.87
2.07
2.19
2.24
2.42
2.59
2.75
2.77
2.89
2.96
3.16
•
•
•
!Sample
Location
VE-01
OW-I
OW-2
OW-3
OW-4
OW-5
SVE Exhaust
ISVE Inlet Line
Note:
Date
2/22/96•
6/5/96,
7/1/96,
11/8/96 •
6/23/97 ,
11/13/97,
2/22/96•
6/5/96 •
7/1/96 •
11/8/96 ,
6/23/97,
11/13/97,
2/22/96 ·
6/5/96 ,
7/1/96,
11/8/96 ,
6/23/97.
11/13/97-
2/22/96·
615196 ·
11/8/96 ·
6/23/97 ,
11/13/97.
2/14/96 ,
2/15/96 •
2/16/96 ,
4/3/96 ,
6/5/96 ·
7/1/96 •
8/1/96 ·
2/5/97 ·
6/23/97 ·
8/7/97 ·
11/13/97,
2/6/98 ,
615196 .
7/1/96 .
OW-2 and OW-l arc not connected to system
SVE inkt line discominucd
Chloroform
mg/m3
<IO
<10
<IO
<10
<IO
<2.0
<10
<IO
<10
<10
<10
<2.0
<IO
<IO
230
<IO
<IO
<2.0
<IO
<10
<10
<IO
<2.0
<10
<10
<10
<10
<10
<10
<10
<10
<10
<2.0
<2.0
<2.0
57
<10
1,2-Dichloroethene Trichloroethene Toluene
mg/m3 mg/m3 mg/m3
<IO <IO <10
<IO <IO <IO
<IO <10 <10
<10 <10 <IO
<10 <10 <IO
<2.0(1 V <2.0 <2.0
<10 <10 <10
<10 <IO <10
<IO <10 <10
<10 <10 <10
<10 <IO <10
<2.0 <2.0 <2.0
80 <IO <10
<10 <10 <10
<10 <10 <10
<10 <IO <10
<IO <10 <10
<2.0 <2.0 <2.0
380 <10 <10
<10 <10 <10
<10 <10 <10
<IO <10 <10
<2.0 <2.0 <2.0
<10 <IO 45
<10 <IO 43
<10 <10 73
<10 <10 <10
<10 <IO <10
<10 <10 <10
<10 <10 <IO
<10 <10 <10
<JO <10 <10
<2.0 <2.0 <2.0
<2.0 <2.0 <2.0
<2.0 <2.0 <2.0
<JO <IO <IO
<10 <10 <JO
•
•
•
-Sample
Location
Upper Dockery Air Stack
Lower Dockery Air Stack
Macon Source Air Stack
U/L Macon Air Stack
Date
2/16/96 ·
4/3/96 ·
6/5/96 ·
7/1/96 .
8/1/96 ,
11/8/96 ·
2/5/97 ,
5/12/97,
8/7/97 ·
11/13/97-
2/6/98 ·
4/3/96 ·
8/1/96 '
11/8/96 ,
5/12/97 ·
11/13/97-
2/6/98.
2/16/96 .
4/3/96 ·
5/3/96 ·
6/5/96 ·
7/1/96 .
8/1/96,
11/8/96,
2/5/97 ·
5/12/97 ·
8/7/97,
11/13/97.
2/6/98 .
2/16/96 ·
5/3/96 ·
6/5196 ·
7/1/96 ·
8/1/96 ·
11/8/96 ,
2/5/97 •
5/12/97 •
8/7/97 ·
11/13/97.
2/6/98 ,
Chloroform
mg/m3
<10
<10
<IO
<10
<10
<IO
<10
<IO
<2.0
<2.0
<2.0
<10
<10
<10
<IO
<2.0
<2.0
<10
<10
<10
50
<10
<10
<10
<IO
<IO
<2.0
<2.0
<2.0
<10
<IO
<IO
850
<IO
<IO
<IO
<10
<2.0
<2.0
<2.0
1,2-Dichloroethene Trichloroethene Toluene
mg/m3 mg/m3 mg/m3
<10 <10 <10
<10 <10 <IO
<IO <IO <10
<10 <IO <IO
<IO <IO <IO
<10 <IO <IO
<IO <IO <IO
<10 <IO <IO ~
<2.0 <2.0 2 (<-u
<2.0 <2.0 <2.0
<2.0 <2.0 <2.0
<IO <10 <IO
<10 <10 <10
<10 <10 <IO
<10 <10 <10
<2.0 <2.0 <2.0
<2.0 <2.0 <2.0
<10 <10 <10
<10 <10 <10
<10 <10 <10
<10 <10 <10
<10 <10 <10
<10 <10 <10
<10 <10 <IO
<IO <10 <10
<IO <10 <IO
<2.0 <2.0 <2.0
<2.0 <2.0 <2.0
<2.0 <2.0 <2.0
<10 <10 <10
<10 <10 <IO
<10 <10 <IO
<10 29 <10
<10 <10 <10
<10 <10 <10
<IO <10 <10
<10 <10 <10
<2.0 <2.0 <2.0
<2.0 <2.0 <2.0
<2.0 <2.0 <2.0
• Sample Date Chloroform 1,2-Dichloroethene Trichloroethene Toluene
Location mg/m3 mg/m3 mg/m3 mg/m3
Property Line 2/16/96, <10 <10 <10 <10
4/3/96 , <10 <10 <10 <10
5/3/96. <10 <10 <10 <10
6/5/96 . <10 <10 <10 <10
7/1/96 , <10 <10 ·<10 <10
8/1/96 · <10 <10 <10 <10
11/8/96 , <10 <10 <10 <10
2/5/97 · <10 <10 <10 <10
5/12/97 · <10 <10 <10 <10
8/7/97 · <2.0 <2.0 <2.0 <2.0
11/13/97, <2.0 <2.0 <2.0 <2.0
2/6/98 , <2.0 <2.0 <2.0 <2.0
•
•
•
ATTACHMENT NUMBER 3
•
•
<...___
•
Sample n,itc
Location
UD Emuent 2/13/96 ·
2/14/96 ·
2/14/96·
2/15/96.
2/16/96 ·
2/17/96,
2/22/96.
2/28/96.
3/8/96 ·
4/3/96 ·
513196 .
6/5/96 ·
7/1/96 ·
8/1/96 ·
9/4/96 ·
10/1/96·
11/7/96 ·
12/5/96 ·
1/6/97.
2/5/97.
3/12/97 .
4/8/97.
5/14/97 .
6/6/97.
7/2/97 •
8/7/97 ·
9/5/97 •
I 0/2/97 ·
11/13/97,
l 2/5/97 •
1/9/98 •
2/5/98 I
Rcmcdtalmn Performance Standard
NA -Not Analyzed
Note: • Aeeione confirmed by Method 8:!60
I, I -Dichlorodhane
(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
3,00
•
Table I
Groundwater Quality Summary
Upper Dockery
Macon/ Dockery Site
Richmond County, North Carolina
I, I -Dichlorocthcnc Cis/trans-1,2-Dicl1loroethene Tetrachloroethene
(ug/L) (ug/L) (ug/L)
<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 <l.0
<l.0 <1.0 <l.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
1.5 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <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
7 70
•
I, I, I-Trichloroethane Trichlorocthylcnc Toluene
(ug/L) (ug/L) (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 <l.0 <1.0
<1.0 <1.0 3.9
<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 <1.0
<l.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 <I.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 <l.0 <1.0
200 2.8 1000
•
Sample Date
Location
UD EOluent 2113/96 •
2/14/96 '
2/14(96 •
2/15/96 •
2/16/96 •
2/17/96 •
2/22/96 ,
2/28/96 •
3/8/96,
4/3/96 '
5/3/96 ,
6/5/96 ,
7/1/96,
8/1/96 •
9/4/96 •
I 0/1/96,
11/7/96 •
12/5/96 •
1/6/97,
2/5/97 •
3/12/97 •
4/8/97 •
5/14/97.
6/6/97 •
7/2/97 .
8/7/97,
9/5/97 .
I 0/2/97 ·
11/13/97·
12/5/97.
1/9/98 '
2/5/98 ·
Remediation Performance Standard
NA .. Not Analyzed
Note: • Acetone confirmed by Method B260
Total Xylenes
(11g/L)
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0 ·
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<1.0
<1.0
<3.0
<3.0
400
•
Table I (Continued)
Groundwater Quality Summary
Upper Dockery
Macon/Dockery Site
Richmond County, North Carolina
Acetone Chromium Barium Manganese
(11g/L) (11g/L) (ug/L) (ug/L)
70*F32 16 71 40
35*F33 15 53 14
<10 II 56 12
<10 12 53 14
<10 <IO 53 II
<IO II 55 12
<10 <IO <50 8.3
<IO 13 <50 9.6
25 <IO <50 6.9
28 II 50 <5.0
52 <IO <50 <5.0
<10 <IO <50 <5.0
<IO <10 <50 <5.0
20 14 51 7
<IO <10 55 <5.0
<IO <10 <50 5.9
<IO 15 59 <5.0
<IO 12 54 5.1
<IO 13 54 <5.0
<IO 15 61 5.9
<10 <IO 69 <5.0
<IO <10 63 <5.0
<10 <10 60 7.2
<IO <IO 52 <5.0
<IO <10 55 <5.0
<10 <IO <50 <5.0
<IO <IO 110 5.2
<10 <IO 50.1 <5.0
<1.0 12.1 67.9 18.6
<1.0 <10 <50 <5.0
<IO II <50 <5.0
<10 <10 <50 <5.0
3500 -,o 1000 ,o
•
Zinc Lead Suspended Solids
(ug/L) (ug/L) (mg/L)
22 <3.0 14
<20 <3.0 II
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 IO
<20 <3.0 <5.0
<20 <3.0 5
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 8
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
24.8 <3.0 <5.0
NA <3.0 <5.0
NA <3.0 <5.0
<20 <3.0 <5.0
5000 15
•
Sampk Dale
Location
U/L Eftluent 2/21/96 ·
2/22/96 ·
2/22/96 ·
2/23/96,
2/24/96 ·
2/25/96 •
2/28/96 ·
3/8/96 ·
3/16/96·
4/3/96 ·
5/3/96 ,
6/5/96 ·
7/1/96 ·
7/30/96 ,
9/4/96 '
10/1/96,
1117/96 •
12/5/96 •
1/6/97 ·
2/4/97 ,
3/12/97 ·
4/8/97 •
5/12/97 ·
6/6/97 •
7/2/97 •
7/25/97 •
8/7/97 ,
9/5/97 ·
10(2/97,
\\/13/97-
12/5/97 •
1/9/98 •
2/5/98 •
Rcmet..!1at1011 Pcdormam:e Slant..!art..!
Note: 7125197 Simpled for Manganese only.
OlJP. duplic,ue
NA: Nol Analyrcd
NS= Not Sampled
Chloroform I, I -Dichlorocthane
(ug/L) (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 1.8
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<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
<J.0 <1.0
<J.0 <1.0
<1.0 <1.0
<1.0 2.4
NA NA
<1.0 <1.0
<i.O <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <LO
<1.0 <1.0
3500
•
Table 4
Groundwater Quality Summary
Upper/Lower Macon System
Macon/ Dockery Site
Richmond County North Carolina ,
I, I -Dichloroc1henc Cis/trans-1,2-Dichlorocthene Methylene chloride
(ug/L) (ug/L) (ug/L)
<1.0 <1.0 <2.0
1.8 <1.0 16
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <t.O <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 1.6 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2,0
<i.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 1.8 <2.0
NA NA NA
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
7 70 5
•
Tetrachloroethene I, I, I-Trichloroethane
(ug/L) (ug/L)
<1.0 <1.0
<1.0 <1.0
<1.0 <i.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<LO <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<LO <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <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
NA NA
<1.0 <1.0
<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
•
_, __
Sample D.ite
Location
U/L Eftluent 2/21/96 •
2/22/96 •
2/22/96 ·
2/23/96 ·
2/24/96 .
2/'25/96 •
2/28/96 ·
3/8/96 •
3/16/96 ·
4/3/96 ·
5/3/96 •
6/5/96 ·
7/!/96 ·
7/30/96,
9/4/96 •
10/1/96 ·
11/7/96 •
12/5/96,
1/6/97.
2/4/97 •
3/12/97 •
4/8/97,
5/12/97 •
6/6/97 ,
7/2/97 ,
7/25/97 ·
8/7/97 ·
9/5/97 ·
I 0/2/97 •
11/13/97 ·
12/5/97 •
1/9/98,
2/5/98 •
Remediauon Performance Standard
Note: 7/'15/97 Sampled for Manganese only.
DUP. duplica1e
Nr\ = Not Analyzed
NS= Not Sampled
•
Trichloroethylcnc Toluene Chromium
("g/L) (ug/L) (ug/L)
<1.0 <1.0 <10
<1.0 <1.0 130
<1.0 <1.0 <10
<1.0 <1.0 <10
<1.0 <1.0 <10
<1.0 <1.0 <10
<1.0 <1.0 <10
<1.0 <1.0 <10
<1.0 <1.0 <10
1.9 <1.0 <10
<1.0 <1.0 <IO
<1.0 2.1 <IO
< 1.0 <1.0 <10
<1.0 <1.0 <10
<1.0 <1.0 <10
<1.0 <1.0 <10
<1.0 <1.0 <10
<1.0 <1.0 <10
<1.0 <1.0 <10
<1.0 <1.0 <10
<1.0 <1.0 <10
<1.0 <i.O <10
<1.0 <1.0 <10
<1.0 <1.0 <10
<1.0 <1.0 <10
NA NA NA
<1.0 <1.0 <IO
<1.0 <1.0 <10
<1.0 <LO <10
<1.0 <1.0 <10
<1.0 <1.0 <10
<1.0 <1.0 <10
<1.0 <1.0 <10
2.8 1000 50
Table 4 (Continued)
Groundwater Quality Summary
Upper/Lower Macon System
Macon/Dockery Site
Richmond County, North Carolina
narium Manganese Zinc
(ug/L) (ug/L) (ug/L)
59 100 98
70 120 120
72 120 120
80 140 130
83 150 150
90 160 170
<50 32 59
<50 39 56
<50 31 51
<50 44 54
31 10 21
<50 7.5 <20
<50 <5.0 <20
<50 <5.0 <20
<50 <5.0 <20
<50 <5.0 <20
<50 <5.0 <20
<50 <5.0 <20
<50 <5.0 <20
39 <5.0 <20
<50 <5.0 <20
<50 <5.0 <20
<50 <5.0 <20
<50 <5.0 <20
<50 79 <20
NA 36 NA
<50 5.4 <20
<50 <5.0 <20
<50 6.3 <20
<50 <5.0 <20
<50 <5.0 NA
<50 <5.0 NS
6§) <5.0 <20
5(p
1000 50 5000
•
Lead Suspended Solids
(ug/L) (mg/L)
4 <5.0
5.2 <5.0
5.7 <5.0
4.9 <5.0
3,7 <.5.0
3.6 <5.0
<3.0 8
<3.0 <5.0
<3.0 <5.0
3,6 10
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 24
<3.0 <5.0
<3.0 <5.0
<3,0 <5.0
<3.0 8
<3.0 <5.0
<3,0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
NA NA
3.1 NS
<3.0 <5.0
<3.0 25
<3.0 <5
<3.0 <5
<3.0 <5
<3.0 <5
15
•
Wdl Date
Number
Upper Dockery
~!W 15 2/1)/96 '
Sf!./96 ·
7/J 1196 •
(DUP2) 7/3 1196 '
1117/96 •
(DUP) 11n/96·
2/5/97•
5/12/97•
(DUl'2) 5/12/97·
&/5/97 •
(DUPLICATE I) 11/12/97 •
11/1:!/97,
(DUP I) 215/98,
2/S/98 •
MW 25 2/13/96 •
S~J96 ·
7/31/96 •
lln/%•
2/S/91 ,
5/13/97 •
8/5/97 •
11/12/97•
2/5/98 •
Lower Dockery
MW16 2/13/96 •
5/2/96 •
7/31/96 •
· lln/96,
(DUP) 1117/96•
2/S/97 •
5/13/97,
8/6/97,
11/12/97•
2/5198 •
MW2.t 2/13/96 •
([)UP) 2113/96 •
512196•
8/1/96,
lln/96•
2/5/97 ·
5/13/97 •
8/5/97 •
11/12/97,
215/98 •
Rerne,hatrnri Pnfonnaucc Stam.lard
N,\ ·-Nul ,\nalpcd
Chlorofonn 1,1-Dichlorm:-thanc
(ug/L) (ug/L)
<25 22
<25 J5
<25 <25
<25 <25
<25 29
<50 <50
<25 62
<100 <100
<100 <JOO •
<10 17
<5 , II .
<IO <10
<25. <25,
<IO • <10•
<LO 4.2
<1.0 <1.0
<:J.0 <1.0
<LO <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<LO <1.0
<1.0. <I.O •
<LO 57
<1.0 56
<1.0 41
<1.0 37
<1.0 " <1.0 41
<1.0 48
<2.0 40
<1.0 51
<1.0. 68
<1.0 8.4
<1.0 8.5
<1.0 7.5
<1.0 3.7
<1.0 7.1
<1.0 26
<1.0 16
<1.0 17
<1.0 19
<1.0. 32 •
3500
[)I, 0-llilulion
•
Table .5
Groundwater Quality Summary
l\lacon/ Dockery Site
Richmond County North Carolina ' 1,1 -Dichlorocthcnc Cis/uans-1,2· Dichlorocthene Methylene chloride
(ug/L) (ug/L) ("g/L)
280 <25 <50
630 <25 <50
610 <25 <50
450 <25 <50
1000 <25 <50
1600 <50 <100
1200 <25 <50
480 <JOO <200
'40 <100 <200
330 <10 <20
220· <5.0 • <IO•
46 <10 <20
200 <25 <50,
310 <10 • <20·
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
1.2 <LO <2.0
1.6 <1.0 <2.0
I.I <LO <2.0
<1.0 <1.0 <2.0
<1.0 <LO <2.0
<1.0 <LO <2.0
I.I• <1.0 • <2.0.
29 <1.0 <2,0
" <1.0 <2.0
23 <1.0 <2.0
24 <1.0 <2.0
19 <1.0 <2.0
24 <1.0 <2.0
" <1.0 <2.0
18 <2.0 <4.0
" <1.0 <2.0
21. <1.0. <2.0.
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
4.8 " <2.0
<!.O <LO <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 -<1.0 <2.0
<1.0 <[.0 <2.0
<1.0 • <1.0• <2.0
7 70
tlUI' Juplicale
•
Tctrachlorocthcne I, I, I-Trichloroethane Trichlorocthylenc Vinyl chloride Benzene
(ug/L) (ug/L) ("g/L) (ug/L) (ug/L)
<25 120 <25 <25 <25
30 170 <25 <25 <25
<25 210 <25 <25 <25
<25 160 <25 <25 <25
<25 290 <25 <25 <25
<50 400 <50 <50 <50
<25 380 <25 <25 <25
.-::100 160 <IOO <IOO <100
<IOO 160, <100 <100 <100
<20 100 <20 <10 <IO
<5.0. 50 • <5.0. <5.0. <5.0 ·
<10 13 <10 <10 <IO
<25. 58, <25 • <25, <25.
<10 • 70 <10 • <10 • <10 •
<1.0 I.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 <J.0 <1.0
<1.0 <1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <LO <1.0
<1.0 <1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0 <1.0
<1.0. <1.0 , <1.0 <1.0. <1.0 •
<1.0 68 4 <1.0 <1.0
<LO 73 3.8 <1.0 <1.0
<1.0 50 2.2 <1.0 <1.0
<1.0 50 2.6 <1.0 <1.0
<1.0 42 2 <1.0 <1.0
<1.0 59 4.3 <LO <1.0
<1.0 75 3.2 <1.0 <1.0
<2.0 63 2.1 <2.0 <2.0
<1.0 70 3.9 <1.0 <1.0
<1.0. " 2.3 • <1.0. <1.0.
<1.0 <1.0 <].0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0 <1.0
5.2 1.7 20 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <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.,
•
Well Date
Number
Upper Dod,ery
.\l\\'15 2/13/96 •
512J96 •
7/31/96 •
(DUP2) 7/3 1/96,
lln/96 ·
(DUP) 11/7/96•
2/5/97 ,
5/12/97.
(DUP2) 5112/97•
8/5/97 .
(DUPLICATE I) 11/12/97 •
11/121')7•
{DUP I) J./5/98 •
2/5/98 •
M\\'25 2/13196 •
5121%•
7/31/96 •
1117/96 •
2/5/97 •
5/13/97 ·
815/91·
11/12/97•
2/5/98 •
Lower Dockery
MW 16 2/13/96•
5f2/96 •
7/31/96 ·
lln/96·
(DUP) I ln/96 •
2/5/97 •
5/13/97 ·
8/6/97.
I 1/12/97•
2/5/98.
1'.IW24 2/13/96•
(DUP) 2113/96 •
512196•
8/1/96 •
J 1/7/96 •
215191 •
S/13/97 ·
8/5/97,
11/12/97•
215/98 •
Reme1hauon /'e1 fonnance Standard
NA= Nol Analyzed
Toluene
(ug/L)
26
"'' " 33
"'' <SO
<25
<100
<100
<10
<5.0•
..:10
-t20 • " .
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<l.0
<LO•
<1.0
<t.O
<1.0
I.I
2
<1.0
<1.0
<2.0
<1.0
<1.0 •
<1.0
<1.0
<1.0
<1.0
1.2
<LO
<1.0
<1.0
<1.0
<1.0.
1000
Total Xyknes Acetone
(ug/L) (ug/L)
<75 <2,0
<75 <250
<75 <250
<75 <250
<75 <250
<150 <500
<75 260
<300 <1000
<JOO <JO()()
<30 <100
<15 · <50,
<JO <]00
<75 • 3400 ·
<JO , <100 •
<3.0 <10
<J.O <10
<3.0 <10
<J.O <10
<3.0 <10
<3,0 <10
<3.0 <10
<3.0 <IO
<3.0 · <JO.
<3.0 <10
<3.0 <10
<3.0 <]O
<3.0 <]O
<3.0 <10
<3.0 <10
<3.0 <10
<6.0 <20
<3.0 <10
<3,0 <10 •
<3,0 <10
<3.0 <10
<3,0 <10
<3.0 <10
<3.0 <10
<3.0 <10
<J.O <IO
<3.0 <]O
<3.0 <10
<3.0. <10
400 3'00
•
Table 5 (Continued)
Groundwater Quality Summary
l\laconffiockery Site
Richmond County, North Carolina
Chromium Barium Beryllium Manganese Nickel
(ug/L) (ug/L) (ug/L) (ug/L) (ug/L)
<10 ISO <S.O 190 <40
<10 160 <5.0 360 <40
13 140 <S.O 180 <40
<10 140 <5.0 180 <40
<]O 140 <5.0 200 <40
<10 140 <S.O 170 <40
21 160 <S.O 270 <40
<10 120 <5.0 230 <40
13 110 <5.0 170 <40
18 130 <5.0 120 <40
70 • 126 • <5.0 · 234 • <40•
46.8 .1211 <5.0 "' <40
<10 • 140 • <S.O • 100 · <40·
<10 • 130, <5.0• 120 <40.
<10 160 <5.0 180 <40
]O 130 <5.0 43 <40
<10 130 <5.0 " <40
<10 140 <5.0 110 <40
<10 120 <5.0 77 <40
13 110· <5.0 22 <40
28 190 <5.0 140 <40
<10 114 <5.0 26 <40
<10. 130• <5.0 • 49 • <40.
34 270 <5.0 1100 61
43 310 <5.0 1300 70
180 1100 <5.0 SIOO 260
9' 830 <5.0 3200 160
89 780 <5.0 2800 160
24 170 <S,O 670 41
33 190 <S.O 810 " 160 890 6.2 4300 240
94.8 633 <5.0 3190 1'3
<10. <50 • <5.0 • 36 • <40 •
" 320 <5.0 3'00 40
" 370 <5.0 3700 <40
<10 " <5.0 2400 <40
<10 86 <S.O 2'00 <40
<10 82 <5.0 2700 <40
<10 94 <5.0 2500 <40
<IO 89 <5.0 2500 <40
<10 92 <S.0 <5.0 <40
<10 140 <5.0 2480 <40
<10. 79, <5.0 , 2800 · <40• ,o 1000 ,o 100
•
Vanadium Zinc Cadmium Lead Mercury Cyanide Suspended Solids
("g/L) (ugfL) '"g/L) '"g/L) (ug/L) (mg/L) (mg/I,)
<SO 39 <O.JO <3.0 3.4 <10 7
<SO 24 <0.30 <3.0 4.0 <10 <5.0
<SO " <0.30 990 0.oot7 NA 84
<SO 31 <0.30 1070 4.8 NA " <S.O <20 <0.30 430 3.S NA 9
<SO <20 <0.30 340 2.3 NA NA
<SO 200 24 1100 3.0 NA 30
<SO 92 ,.3 260 1.6 NA II
<SO 89 6 260 1.4 NA 10
<50 · 67 3.6 SIO 1.3 NA 16
<~50-63,7 , 1.5-867 • 3.8 • NA· 77•
<SO ,o 2.7 ,01 1.6 NA 110
<SO· 28, 0.66 · 160 · @ NA· 10 •
<50 • 22 • 0.3S · 140 • NA• 6 • 4
o.~<,
<.lO 22 <0.30 <3.0 NA <10 " <SO 28 <0.30 <3,0 NA <10 16
<SO <20 <0.30 <3.0 NA NA 23
<SO 20 <0.30 <3.0 NA NA " <SO 32 <0.30 <3.0 NA NA <5.0
<SO <20 <0.30 <3,0 NA NA " <SO " <0.30 4.3 NA NA ISO
<SO 22.8 <I <3.0 NA NA 12
<SO, <20• <0.30 · <J.O. NA• NA. 33.
100 ISO <0.30 II NA <10 2000
120 ISO <0.30 12 NA <]O 1800
490 660 0.94 62 NA NA '300
270 390 0.47 38 NA NA 2100
2'0 340 0.45 44 NA NA NA
62 110 <0.30 9,9 NA NA 360
77 92 <0.30 II NA NA 560
<.lO '30 <0.30 " NA NA 2'00
265 362 <I 29 NA NA 1900
<50-29 . <0.30 • 8.7 • NA· NA· 540 •
130 230 <0.30 32 NA <10 1100
140 2'0 <0.30 28 NA 19 1000
<SO <20 <0.30 <3.0 NA <10 " <SO " <0.30 <3.0 NA NA 79
<SO <20 <0.30 <3,0 NA NA " <.lO <20 <0.30 <3.0 NA NA 49
<SO <20 <0.30 <3.0 NA NA 82
<SO 20 <0.30 <3.0 NA NA 28
<SO 48.1 <I 4.3 • NA NA ISO
<50 • <20. <0.30· 3.8 · NA, NA· 13 • ,o ,ooo ' " I.I 1'4
•
\\'ell Da!e
Number
Macon Source Area
MW2A 2/13/96,
5/2/96•
(DUP) 5/2/96 •
7/3 1/96 .
I l/6/96 •
2/4/97 •
5112/97 •
3/6/97 ·
(DUPLICATE 2) 11/12/97•
I 1/12/97,
2/5/98 •
~IW9 2/13/96 •
5/2/96·
7/31/96-
(DUP) 7/3 \/96 •
11/6/96.
2/5/97,
5/12/97•
8/6/97 •
11/12197 •
DUP2 2/5198 •
2/5198 ~
MWll 2/14/96 •
512196-
7130196,
I !/6196 .
2/4197 ,
5/12/97,
8/6/97•
11/13/97,
2/5/98 •
M\\'!9 2/13/96 •
(DL) 2/13/96 ·
5!2f96t
(DL) 5/2/96,
7/31/96 •
11/6/96 •
215197,
5/12/97,
8/6/97,
11/12/97•
2/5/98 •
Remediation Performance Standard
NA= Not Analyzed
Chloroform I, I -Dithloroethane
(ug/L) (ug/L)
<1.0 3.6
<1.0 2.8
<1.0 3.4
<LO II
<1.0 3
<1.0 2.7
<1.0 1.8
<2.0 <2.0
<2.0 • <2.0 .
<2.0 <2.0
<5.0 • <5.0 •
<1.0 120
<1.0 130
<10 2'0
<10 190
<S.O 170
<1.0 76
<2.0 80
<2.0 " <1.0 48
<5.0 · 150 •
<10 • 100 •
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
I.S <1.0
<1.0 <I 0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0· <1.0
<1.0 2!0E
<1.0 240
<1.0 " <J.0 42
<1.0 <1.0
<1.0 14
<25 <25
<5.0 9.7
<1.0 69
<5.0 1,
<5.0 , <5.0,
3500
DL"" Dilution
• Table 5
Groundwater Quality Summary
Macon/ Dockery Site
Richmond County, North Carolina
I, 1 • Dichloroethene C is/trans-1,2-Dichloroethene Methylene chloride
(ug/L) (,g/L) (,g/L)
20 5.4 <2.0
13 7.7 <2.0
18 9.3 <2.0
<1.0 <1.0 <2.0
4 13 <2.0 ,., 14 <2.0
36 3.7 <2.0
35 <2.0 <4.0
74 • <2.0. <4.0.
61 <2.0 <4.0
I JO, ,.2 <10,
<IO 25 14
<10 160 <20
<10 340 <20
<10 320 <20
<5.0 100 <10
8.2 13 <2.0
" " <4.0
22 43 <4,0
3) 47 <2.0
12 • 310 • <10 •
<JO • 220 • <20.
4.5 <1.0 <2.0
4.5 <1.0 <2.0 ,., <1.0 <2.0
5.8 <1.0 <2.0·
5 5 <1.0 <2.0
6.2 <1.0 <2.0
1.9 <1.0 <2,0
4 <1.0 <2.0
3.3 • <1.0. <2.0
l.2 86 12
<!.O 100 <2.0
13 43 <2.0
5 3J <2,0
, 1 89 <2.0
110 120 <20
250 120 <SO
14 46 <IO
44 43 <2.0
5,1 43 <10
93, 30 • <10,
70
PUP -duplic~tc
•
T etrachloroethene I, I, 1-TrichloroethWle Trichloroethylene Vinyl chloride Benzene
(,g/L) (,g/L) (ug/L) (ug/L) (ug/L)
<1.0 7.4 22 <1.0 <LO
<1.0 4.7 20 <LO <LO
<1.0 6.5 26 <1.0 <LO
<1.0 <1.0 <1.0 <1.0 <LO
2.3 u 21 <1.0 <i.0
2.7 1.6 19 <1.0 <1.0
<1.0 '·' 12 <1.0 <1.0
<1.0 9.6 4 <2.0 <2.0
4.1 16 • 9.2 <2.0. <2.0
3.6 14 8.4 <2.0 <2.0
4.8, 23 • 12 • <S.O • <5.0 •
16 <10 10 35 <IO
<JO <JO 23 160 <10
18 <10 24 190 <10
<10 <10 21 100 <10
<S.O 7 11 7.5 <5.0
1.8 2.6 1.3 4.2 1.4
6.9 12 7.3 9 <2.0
6.6 7.4 4.6 6.4 <2.0
12 11 9,5 16 <1.0
<5.0~ 6 , 39 . 100 • <5.0 ·
<10 <IO . 24 47. <10 •
<1.0 <1.0 7 <1.0 <1.0
<1.0 <1.0 5.7 <1.0 <1.0
<I.O <1.0 5.8 <1.0 <1.0
<1.0 1.1 8.S <1.0 <1.0
<1.0 <1.0 8.4 <1.0 <1.0
<1.0 <1.0 8 <1.0 <1.0
<1.0 <1.0 2.9 <1.0 <1.0
<1.0 <1.0 6.4 <1.0 <1.0
<1.0. <1.0 . 5.9 • <1.0. <1.0,
8.9 u 5.9 910E 4.1
<1.0 <1.0 <1.0 660 <1.0
1.7 6.1 12 IOOE <1.0
<1.0 <1.0 7.8 43 <1.0
48 " 34 29 I
16 44 21 <IO <10
32 75 26 <25 <25
<5.0 8.2 7.4 <5.0 <5.0
18 11 16 28 <1.0
13 16 11 <5.0 <5.0
7.5 28 5.6 • <5.0 • <5.0,
200 2.8
Well Due
Number
Macon Source Arca
MW2A '.!/13/96-
512196,
(DUP) 5nJ96,
7131/96•
11/6/96 •
2W97•
5/l'.!/97 •
8/6/97 •
(DUPUC.-\TE 2) 11/12/91•
11/12/97,
2/5/98 •
r-.1w9 2113/96,
512196 ·
7131/96'
(DUP) 7/31/96 •
11/6/96 •
2/5/97 •
5/12/97 •
8/6/97,
11/12/97 •
oui>2 2/5/98 •
215/98 •
MW II 2/14/96.
512196 .
7/30/96•
11/6/96'
2/4/97,
5/12/97 •
8/6/97•
11/13/97,
215198 •
MW\9 2/13/96·
(DL) 2/13/96,
5nl96,
(DL) 511/96 •
7/Jl/<J6 •
11/6/96 •
215197 •
5/12/97•
8/6/97 ·
11/12/97,
'J./5198~
Remediauon Perfonnance S1andard
NA = Not Analyzed
Toluene
(ug/L)
<1.0
<1.0
<1.0
<1.0
<LO
<1.0
<1.0
<'2.0
<2.0•
<'2.0
<5.0 •
<JO
<IO
<JO
<JO
<S.O
<1.0
<2.0
<'2.0
<1.0
<5.0 ,
<10 •
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0•
<1.0
<1.0
<1.0
<1.0
<1.0
<10
<2S
<:5.0
<1.0
<5.0
<5.0.
1000
To1al Xylenes Ace1one
(ug/L) (ug/L)
<J.O <IO
<J.O <IO
<3.0 <10
<3.0 <10
<J.O <IO
<J.O <10
<3.0 <10
<6,0 <IO
<6,0. <20.
<6.0 <20
<15 • <50 •
<JO 160°F32
9.8 190
<JO <JO
<JO 120
13 220
9.S IOO
<6.0 <20
<6.0 89
<l.O <JO
<IS • <50•
<JO. @v
L10CI
<l.O <JO
<3.0 <10
<3.0 <JO
<3.0 <JO
<3.0 <JO
<J.O <10
<l.O <IO
<J.O <JO
<3.0. <10 •
<l.O 24°FJ2
<l.O <JO
<J.O <IO
<l.O <JO
<J.O <JO
<3.0 <100
<7S <250
<ll <SO
<3.0 <IO
<ll <SO
<15 • <50 •
,oo JSOO
Table S (Continued)
Groundwater Quality Summary
l\laconffiockery Sile
Richmond County, Norlh Carolina
Chromium Barium Beryllium Manganese Nickel
(ug/L) (ug/L) (ug/L) (ug/L) (ug/L)
<IO 190 <5.0 140 <40
<IO 150 <5.0 26 <40
<IO 140 <5.0 19 <40
<10 120 <5.0 2l <40
<10 110 <5.0 13 <40
<10 100 <5.0 <5.0 <40
<IO 94 <5.0 6 <40
<IO 100 <5.0 6.7 <40
<10. !03. <5.0. 25.3 · <40-
<IO 106 <5.0 41.4 <40
<10 • IIO• <5.0 • 6.8 • <40.
1200 7400 6.1 7800 1800
300 3300 <S.O S600 S20
210 1300 <S.O 3900 290
170 1100 <S.0 4700 230
47 SJO <5.0 SIOO 84
26 810 <S.O 4900 60
68 1100 <5,0 3900 <40
160 1800 <S.O sooo 360
75.1 1070 <5.0 4'00 162
43. 690 • <5.0. 4900 • 88 •
39• 8\0, <S.O• SOOO • 82 •
<JO 160 <5.0 " <40
<JO 93 <5.0 13 <40
<IO 120 <5.0 JS <40
<IO 90 <5.0 IO <40
<IO 98 <5,0 18 <40
<JO 86 <5.0 9.7 <40
18 220 <5.0 130 <40
16.6 120 <5.0 34.6 <40
<10-99. <5.0· 14 . <40-
210 170 <S.0 3900 87
<IO <IO <5.0 <5.0 <40
" 170 <5.0 3100 41
<10 <IO <5.0 <5.0 <40
18 120 <5.0 2900 78
240 130 <5.0 2500 150
520 120 <5.0 2800 91
<JO 94 <5.0 2600 <40
37 130 <5.0 2600 <40
51.2 147 <S,0 2600 46.5
23 • 90. <5.0 • 2200 , <40.
so 1000 so
Vanadium Zinc Cadmium Lead Mercury Cyanide Suspended Solids
(ug/L) (ug/L) (og/L) (ug/L) (ug/L) (mg/L) (mg/L)
<50 34 <0.30 <J.O NA <10 " <50 <20 <0.30 <3.0 NA <10 7
<SO <20 <0.30 <3.0 NA <IO 7
<SO 31 <0.30 <J.O NA NA " <SO <20 <0.30 <3.0 NA NA <5.0
<50 <20 <0.30 <3.0 NA NA NS
<50 <20 <0.30 <J.0 NA NA <5.0
<50 <20 <0.30 <J.O NA NA <5.0
<50. <20 • <I· <3.0. NA· NA-9 -
<50 <20 <I <J.O NA NA ' <50 · <20. <0.30• 8.8• NA-NA-<5.0,
soo 790 2.6 JS NA <JO 890
140 210 <0.30 12 NA <10 1700
78 140 <0.30 12 NA NA 830
61 130 <0,30 9.6 NA NA 940
<SO 3l <0.30 <3.0 NA NA 260
<50 42 2 <3.0 NA NA 140
<50 SI <0.30 3.S NA NA 490
67 170 1.8 3.S NA NA 7SO
<50 81.4 <I <3.0 NA NA 600
<50. 39. <0.30 •. S,3 • NA· NA• 240 •
<SO. 36-<0,30 • 37. NA• NA• 210 •
<SO 30 <0.30 3.2 NA <JO 400
<SO 23 <0.30 6.7 NA <IO 9
<SO 21 <0.30 <3.0 NA NA 32
<SO <20 <0.30 <3.0 NA NA ' <SO 26 <0.30 <J.0 NA NA SJ
<SO <20 <0.30 <J.O NA NA <5.0
<50 4S <0.30 S.3 NA NA soo
<SO 20.7 • <I <l NA NA 110
<50 • <20· <0.30 • II • NA· NA• 64 .
<SO <20 <0.30 <3.0 0.51 <IO SJ
<50 <20 <0.30 <3.0 <0.20 <IO <5.0
<SO <20 <0.30 <l.O 0.22 <IO 47
<50 <20 <0.30 <J.O <0.20 <JO <5.0
<SO <20 <0.30 <l.O <0.20 NA 23
<SO <20 <0.30 <l.O <0.20 NA 39
<SO 24 <0.30 <3.0 <0.20 NA 31
<50 <20 <0.30 <3.0 0.12 NA ll
<SO <20 <0.30 <3.0 <0.20 NA 7S
<SO 26.2 <1.0 <J.O <0.20 NA 120
<50 • CsD <0.30• <3.0. <0.20 • NA• 21 •
so ('000 1l I.I
"lo
•
Well Date
Number
Upper Macon
M\\'11 2/1-1/96•
jf!/96'
7/30/96 ·
lln/96·
2/-1197 •
5/12/97,
8/6/97 •
11/11/97• ~ ,:
MW23 '1115/96,
5/3/96,
(11UP) 5/3/96,
7/30/96 •
11/6196 •
2/4197 •
5/12.197•
8/6/97 ·
11/11/97 · '
Lower Macon
MW 13 2/I-H96.
(DJ.) 2/14/96 •
5(1196 •
7/30/96·
I 1/6/96"
2/4/97~
5/12/97 •
8/6/97 •
11/11/97•
2/5/98 ,
M\\'22 2/14196•
5/2/961
7/30/96•
11/6/96,
2/4197 •
5/12/97 •
8f1/97'
11/11/97•
215/98 •
Rc1111:J1auun Pcrfonuancc: S1a111larJ
NA=-Nol Analyzc:d DL"' Dilution
Chlorofonn
(ug/L)
<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
<2.0 ,.,
<1.0
<2.0
<2.0
<5
<1.0.
<1.0
<LO
<J.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0•
I, I -Dichlorocthanc
(ug/L)
3.1
2.1
<1.0 ,.,
1.8
1.3
I.I
1.4
<1.0
3.9
2.8
2.8
3.1
4.3
6.9
&.9
7.3
8.1
80
76
63
88
66
71
99
61
" 67.
,.,
3.6
2.2
3.1
4.1
4.4
'' 8.6
9.4 •
JSOO
OUP • dup!icuc
• Table 5
Groundwater Quality Summary
Macon/ Dockery Site
Uichmond County, North Carolina
I, I • Dichloroc:thcne Cis/trans-1, 2-Dichlorocthc:nc Methylene chloride
(ug/L) (ug/L) (ug/L)
<1.0 <1.0 <2.0
<LO <1.0 <2.0
<1.0 1.2 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0. <1.0• <2.n,
<1.0 S.I <2.0
<1.0 3.8 <2.0
<1.0 4.8 <2.0
<1.0 6.3 <2.0
<1.0 4.9 <2.0
1.6 8.2 <2.0
3.4 IO <2.0
1.7 7.9 <2.0
3 &. I <2.0
" 4.9 <2.0
20 4.9 <2.0
" <1.0 <2.0
24 4 <4.0
17 2.3 <2.0
12 3.3 <2.0
29 2.2 <4.0
4.2 <2.0 <4.0
<S <S <IO
II • 1.6 <2.0.
6.3 1.4 <2.0
S.3 <1.0 <2.0
4.4 ,., <2.0
3.4 <1.0 <2.0
S.6 <1.0 <2.0
6.5 <1.0 <2.0
4.2 I.I <2.0
6,2 2.S <2.0
4.2 • 2 <2.0.
70 '
•
Tc1rachlorocthcnc I, I, I-Trichloroethane Trichlorocthylenc Vinyl chloride Benzene
("g/L) (ug/L) (ug/L) (ug/L) (ug/L)
1.2 <1.0 6.4 <1.0 <1.0
<LO <1.0 <1.0 <1.0 <l.O
<1.0 <1.0 S.3 <1.0 <LO
<1.0 <1.0 <1.0 <LO <1.0
<1.0 <1.0 7.1 <1.0 <1.0
<1.0 <1.0 7.7 <1.0 <1.0
<1.0 <1.0 6.4 <1.0 <J.O
<1.0 <1.0 7 <1.0 -::1.0
<LO• <LO S.7 <1.0 <1.0.
<1.0 <i.O 24 <1.0 <1.0
<1.0 <LO II <1.0 <1.0
1.8 <LO " <1.0 <1.0
<1.0 <LO 20 <1.0 <1.0
1.2 <1.0 12 <1.0 <1.0
2.7 I 16 <1.0 <1.0
3.8 <LO 19 <1.0 <1.0
2.3 <1.0 14 <1.0 <1.0
3.4 <1.0 " <J.0 <1.0
2.7 91E 14 <1.0 1.2
<1.0 " 12 <1.0 <1.0
IJ 47 <2.0 180 <1.0
<2.0 67 ,.2 <2.0 ,.,
<1.0 48 4.8 <1.0 1.4
1.2 so S.4 <1.0 1.2
<2.0 " 6.& <2.0 <2.0
<2.0 40 <2.0 <2.0 <2.0
<S JS <S <S <S
<1.0 49 . 3.6 <1.0 <1.0.
<1.0 3.2 3.1 <2.0 <2.0
1.4 1.7 2.S <2.0 <2.0
<i.O 1.8 2.3 <1.0 <1.0
<1.0 1.9 3.4 <1.0 <1.0
<1.0 2.7 4.3 <1.0 <1.0
<1.0 2.9 4.7 <1.0 <1.0
<1.0 2., 3.1 <1.0 <1.0
<1.0 3 4.4 <1.0 <1.0
<1.0. 2.6 • 2.8 <1.0 <1.0.
200 2.8
•
Well Date Toluene Total Xylenes Acetone
Number (ug/1.) (ug/L) (ug/L)
Upper l.1acon
MW21 2/14196 • <1.0 <3.0 <JO
Sf'l.196 , <1.0 <3.0 <JO
7/30/96 • <LO <3.0 <IO
I ln/96 • 1.4 <3.0 <10
2/4/97 , <LO <3.0 <JO
5112191, <1.0 <3.0 <JO
S/6/97 • <1.0 <3.0 <JO
11/11/97 • <1.0 <3.0 <]O
~ <1.0 • <3.0. <10 • ,,,
MW 23 2/15/96• <1.0 <3.0 ,0
5/3/96' <1.0 <3.0 <JO
(DUP) SIJ/96· <1.0 <3.0 <JO
7/30/96-<1.0 <3.0 <20
11/6/96• I <3.0 <IQ
2/4/97• <1.0 <3.0 <JO
5/12/97 • <1.0 <3.0 <IQ
8/6/97 • <1.0 <3.0 <JO
I 1/11/97' <1.0 <3.0 <JO
Lo11,cr Macon
MW 13 2/14/96· <1.0 <3.0 <IQ
(DL) 2/14/96 • <1.0 <3.0 <IQ
5/2/96· <1.0 <3.0 <IQ
7/30/96• <2.0 <6.0 <IO
11/6/96· <1.0 <3.0 <10
2/4'97. <1.0 <3.0 <JO
5112197· <2.0 <6.0 <20
8/6/97-<2.0 <6.0 <20
11/11/97. <S <15 <SO
2/5/98 · <1.0• <3.0. <JO
r-.1w 22 2/14/96 • <2.0 <6.0 <20
5/2196 • <2.0 <6.0 <20
7/30/96. <1.0 <3.0 <IQ
11/6/96 • <1.0 <3.0 <IQ
2/4/97 • <J.O <3.0 <IQ
5/12/97' <1.0 <3.0 <IQ
8n/91 • <1.0 <3.0 <10
] J/11/97 • <1.0 <3.0 <I!)
2/5/98 • <1.0. <3.0 , <10.
Rcmcdiatmn Perfom1a11ce Standard 1000 400 3500
NA= Not Analyzed DL = Diluti
• Table 5 (Continued)
Groundwater Quality Summary
l\laconffiockery Site
Richmond County, Norlh Carolina
Chromium Barium Beryllium Mangancs.e Nickel
(ug/L) (ur/L) (ug/L) (ug/Ll (ug/L)
<10 <50 <5.0 6.3 <40
<]O <50 <5.0 <S.O <40
<IO <SO <S.O <S.O <40
<IO <50 <S.O 8.l <40
<JO <IO <S.O <5.0 <40
<IO <SO <5.0 <S.O <40
<IO <SO <5.0 <S.O <40
<IO <SO <S.O <S.O <40
<IO <SO· <5.0 • <5.0 <40 •
49 230 5.3 1200 <40
29 170 <S.O 900 <40
<JO <50 <5.0 <5.0 <40
<JO <SO <5.0 79 <40
<JO <SO <S.O 49 <40
<10 <JO <5.0 52 <40
<IQ <SO <S.O 41 <40
<IQ <SO <S.O 82 <40
<10 <SO <5.0 41.1 <40
27 550 <S.O 870 <40
<10 <SO <5.0 <S.O <40
20 780 <S.O 1000 <40
27 960 5.5 1500 <40
16 520 <5.0 760 <40
14 510 <5.0 850 <40
14 280 <5.0 320 <40
15 560 <5.0 760 <40
11.9 356 <5.0 440 <40
II • 310 • <5.0. 390 · <40·
41 270 <5.0 2200 <40
13 110 <5.0 780 <40
13 73 <5.0 650 <40
<JO <SO <5.0 270 <40
II 93 <5.0 760 <40
17 67 <5.0 480 «o
<IO 71 <5.0 520 <40
<IQ <SO <5.0 245 <40
II • 79. <5.0 -630 · <40•
,0 1000 so 100
Vanadium Zinc Cadmium Lead Mercury Cyanide SuspenJed Solids
(ug/L) (,g/L) (•g/L) {ug/L) (ug/L) {mg/L) (mg/I.)
<50 <20 <0.30 <3.0 NA <JO 9
<SO <20 <0.30 20 NA <IO 9
<50 <20 <0.30 <3.0 NA NA <~i.O ' <50 <20 <0.JO <3.0 NA NA II
<SO <20 <0.30 <3.0 NA NA <S.O
<50 <20 <0.30 <3.0 NA NA <5.0
<50 <20 <0.30 <3.0 NA NA <5.0
<SO <20 <LO <3.0 NA NA <S.O
<50 • <20 <0.30 · <3.0. NA· NA· <5.0 ·
120 260 <0.30 28 0.22 <JO 1400
87 150 <0.30 21 <0.20 <IO 340
<50 <20 <0.30 <3.0 <0.20 <IO <S.O
<SO " <0.30 3.5 <0.20 NA 38
<50 <20 <0.30 <3.0 <0.20 NA 20
<SO <IO <0.30 <3.0 <0.20 NA 15
<SO <20 <0.30 <3.0 0.08 NA 140
<SO <20 4.7 470 <0.20 NA " <SO <20 <LO <3.0 NA NA 12
65 120 <0.30 17 1.7 <JO 910
<50 <20 <0.30 <3.0 <0.20 <JO <5.0
79 160 <0.30 20 1.4 <JO 2100
110 260 0.31 33 0.53 NA 2000
60 110 <0.30 13 <0.20 NA 730
" 130 <0.30 16 0.42 NA 870
<50 52 <0.30 6.2 0.53 NA 400
60 140 <0.30 8.7 0.3 I NA 1200
<50 93 <1.0 5.5 <0.20 NA • 84
<SO. 82 · <0.30• 7.3 • 0.37 • NA• 150 •
160 260 <0.30 39 NA <IQ 800
52 96 <0.30 15 NA <IO 230
<SO 96 <0.30 15 NA NA 260
<SO 39 <0.30 4.3 NA NA 170
<SO 93 <0.30 12 NA NA 260
<SO 67 <0.30 9.3 NA NA 300
<SO 60 <0.30 7.6 NA NA 240
<SO 37.7 <1.0 <3.0 NA NA 130
<SO• 65. <0.3 . IQ. NA• NA-330
so 5000 5 " I.I 154
•
•
•
Well
Number
Upper
Dockery
MW 15A
MW 18
MW20
Date
2/12/96
2/14/96
2/15/96
2/23/96
2/28/96
512196
615/96
7/1/96
7/31/96
11/8/96
2/5/97
5/12/97
815/97
11/12/97
2/4/98
2/12/96
512/96
6/5/96
7/1/96
7/31/96
11/8/96
215/97
5/12/97
8/5/97
11/12/97
2/4/98
2/12/96
2/14/96
2/15/96
512196
6/5/96
7/1/96
7/31/96
11/8/96
2/5/97
5/12/97
8/5/97
11/12/97
2/4/98
2/12/96
2/14/96
2/15/96
512196
6/5/96
7/1/96
7/31/96
11/8/96
2/5/97
5/12/97
815197
11112197
214198
Surveyed Depth to Corrected
Casing Groundwater Groundwater
Elevation (ft) (ft) Elnation (ft)
257.10 36.47 220.63
257.10 36.96 220.14
257.10 37.43 219.67
257.10 38.80 218.30
257.10 37.07 220.03
257.IO 38.08 219.02
257.10 37.04 220.06
257.10 38.76 218.34
257.10 40.25 216.85
257.10 38.56 218.54
257.10 37.45 219.65
257.10 37.07 220.03
257.10 38.66 2 I 8.44
257.10 42.23 214.87
257.10 33.45 223.65
257.29 34.77 222.52
257.29 36.02 221.27
257.29 35.96 221.33
257.29 36.89 220.40
257.29 38.20 219.09
257.29 36.16 221.13
257.29 35.53 221.76
257.29 35.33 221.96
257.29 36.88 220.41
257.29 40.04 217.25
257.29 31.9 I 225.38
242.54 30.99 211.55
242.54 32.80 209.74
242.54 33.62 208.92
242.54 34.40 208.14
242.54 32.30 210.24
242.54 34.02 -208.52
242.54 36.50 206.04
242.54 37.96 204.58
242.54 35.13 207.41
242.54 34.03 208.51
242.54 33.90 208.64
242.54 37.84 204.70
242.54 30.26 212.28
265.15 24.34 240.81
265.15 25.34 239.81
265.15 25.65 239.50
265.15 22.47 242.68
265.15 27.25 237.90
265. I 5 27.80 237.35
265. I 5 28.78 236.37
265.15 20.12 245.03
265.15 25.96 239.19
265.15 24.95 240.20
265.15 24.15 241.00
265.15 26.35 238.80
265.15 16.95 248.20
Page 1 of 12 /
Well Date Surveyed Depth to Corrected • Number Casing Groundwater Groundwater
Ele\·ation (ft) (fl) Elevation (ft)
MW25• 2/12/96 227.33 26.90 200.43
2/14/96 227.33 26.79 200.54
2/15/96 227.33 26.83 200.50
2/23/96 227.33 27.80 199.53
2/28/96 227.33 26.09 201.24
5(2/96 227.33 25.43 201.90
6/5/96 227.33 25.55 201.78
7/1/96 227.33 26.26 201.07
7/31/96 227.33 27.38 199.95
11/8/96 227.33 26.29 201.04
2/5/97 227.33 25.27 202.06
5113/97 227.33 23.77 203.56
8/5/97 227.33 26.30 201.03
11/12/97 227.33 25.52 201.81
2/4/98 227.33 25.46 201.87
UD-1 6/5/96 251.50 81.78 169.72
7/1/96 251.50 43.30 208.20
7/31/96 251.50 83.70 167.80
11/8/96 251.50 79.02 172.48
2/5/97 251.50 81.92 169.58
5/13/97 251.50 82.36 169.14
8/5/97 251.50 38.02 213.48
11/12/97 251.50 41.01 210.49
2/4/98 251.50 33.76 217.74
Upper
Dockery • UD-2 6/5/96 251.42 38.27 213.15
7/1/96 251.42 38.91 212.51
7/31/96 251.42 41.15 210.27
11/8/96 251.42 41.06 210.36
2/5/97 251.42 75.03 176.39
5/13/97 251.42 78.95 172.47
8/5/97 251.42 39.13 212.29
11/12/97 251.42 42.18 209.24
2/4/98 251.42 35.42 216.00
D-3 615196 249.66 86.42 163.24
7/1/96 249.66 44.52 205.14
7/3 1/96 249.66 86.69 162.97
11/8/96 249.66 65.81 183.85
2/5/97 249.66 40.12 209.54
5/13/97 249.66 38.95 210.71
8/5/97 249.66 39.16 210.50
11/12/97 249.66 42.42 207.24
2/4/98 249.66 35.32 214.34
UD-l 6/5/96 239.07 92.60 146.47
7/1/96 239.07 35.82 203.25
7/3 1/96 239.07 92.37 146.70
11/8/96 239.07 83.45 155.62
2/5/97 239.07 93.40 145.67
5/13/97 239.07 94.10 144.97
8/5/97 239.07 30.77 208.30
11/12/97 239.07 34.04 205.03
2/4/98 239.07 26.70 212.37 •
Page2of12 /
Well Date Surveyed Depth to Corrected • Number Casing Groundwater Groundwater
Elevation (ft) (fl) Elevation (ft)
UD-5 6/5/96 239.02 28.01 211.01
7/1/96 239.02 32.35 206.67
7/31/96 239.02 35.00 204.02
11/8/96 239.02 34.81 204.21
2/5/97 239.02 32.15 206.87
5/13/97 239.02 30.59 208.43
8/5/97 239.02 30.20 208.82
11/12/97 239.02 33.83 205.19
2/4/98 239.02 26.12 212.90
UD-6 6/5/96 240.91 29.60 211.31
7/1/96 240.91 34.20 206.71
7/31/96 240.91 32.79 208.12
11/8/96 240.91 58.25 182.66
2/5/97 240.91 56.03 184.88
5/13/97 240.91 30.04 210.87
8/5/97 240.91 31.05 209.86
11/12/97 240.91 34.55 206.36
2/4/98 240.91 26.56 214.35
UD-7 615196 255.56 33.67 221.89
7/1/96 255.56 26.35 229.21
7/31/96 255.56 24.78 230.78
11/8/96 255.56 16.21 239.35
2/5/97 255.56 80.73 174.83
5/13/97 255.56 60.14 195.42
8/5/97 255.56 19.81 235. 75 • 11/12/97 255.56 22.68 232.88
2/4/98 255.56 11.64 243.92
UD-8 615196 259.43 34.43 225.00
7/1/96 259.43 40.21 219.22
7/31/96 259.43 37.50 221.93
11/8/96 259.43 34.24 225.19
5/13/97 259.43 33.61 225.82
8/5/97 259.43 35.27 224.16
11/12/97 259.43 39.24 220.19
2/4/98 259.43 29.12 230.31
Lower
Dockery
MW 16• 2/12/96 159.97 31.18 128.79
2/14/96 159.97 31.40 128.57
2/15/96 159.97 31. 72 128.25
2/23/96 159.97 32.87 127.10
5/2/96 159.97 32.70 127.27
6/5/96 159.97 31.79 128.18
7/1/96 159.97 31.89 128.08
7/31/96 159.97 33.48 126.49
11/8/96 159.97 33.45 126.52
2/5/97 159.97 30.13 129.84
5/13/97 159.97 33.01 126.96
8/5/97 159.97 33.74 126.23
11/12/97 159.97 33.23 126.74
2/4/98 159.97 29.63 IJ0.34 •
Page3of12 /
• Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
2112196 132.99 5.74 127.25
2114/96 132.99 5.75 127.24
2115/96 132.99 5.95 127.04
2123/96 132.99 6.90 126.09
2128/96 132.99 6.15 126.84
5/2196 132.99 6.56 126.43
6/5/96 132.99 6.35 126.64
7/1/96 132.99 6.75 126.24
8/1/96 132.99 6.91 126.08
11/8/96 132.99 7.06 125.93
215/97 132.99 5.44 127.55
5/13/97 132.99 6.65 126.34
8/5/97 132.99 7.61 125.38
11/12/97 132.99 6.86 126.13
214/98 132.99 4.98 128.01
LD-1 6/5/96 161.14 32.71 128.43
7/1/96 161.14 33.52 127.62
7/31/96 161.14 46.27 114.87
11/8/96 161.14 56.64 104.50
215/97 161.14 31.13 130.01
5/13/97 161.14 56.46 104.68
8/5/97 161.14 56.45 104.69
11/12197 161.14 56.47 104.67
214/98 161.14 30.48 130.66
D-2 6/5/96 154.80 26.93 127.87
7/1/96 154.80 26.98 127.82 • 7/31/96 154.80 35.50 119.30
11/8/96 154.80 55.39 99.41
215/97 154.80 25.28 129.52
5/13/97 154.80 54.45 100.35
8/5/97 154.80 55.49 99.31
11/12197 154.80 55.48 99.32
214/98 154.80 25.12 129.68
D-3 6/5/96 150.02 22.64 127.38
7/1/96 150.02 22.70 127.32
7/31/96 150.02 27.75 122.27
11/8/96 150.02 35.18 114.84
215/97 150.02 20.97 129.05
5/13/97 150.02 34.81 115.21
8/5/97 150.02 36.92 113.10
11/12/97 150.02 44.76 105.26
2/4/98 150.02 20.64 129.38
LD-1 6/5/96 148.16 20.67 127.49
7/1/96 148.16 20.83 127.33
7/31/96 148.16 24.50 123.66
11/8/96 148.16 29.59 118.57
2/5/97 148.16 18.96 129.20
5/13/97 148.16 29.08 119.08
8/5/97 148.16 30.04 118.12
11/12/97 148.16 32.79 115.37
214/98 148.16 18.50 129.66
•
Page4of12 /
Well Date Surveyed Depth to Corrected • Number Casing Groundwater Groundwater
Elevation (ft) (fl) Elevation (ft)
LD-5 6/5/96 168.03 26.49 141.54
7/1/96 168.03 34.66 133.37
7/31/96 168.03 45.48 122.55
11/8/96 168.03 45.86 122.17
2/5/97 168.03 25.5 I 142.52
5/13/97 168.03 50.26 117.77
8/5/97 168.03 45.75 122.28
11/12/97 168.03 45.75 122.28
2/4/98 168.03 18.73 149.30
Macon Source Area
MW2 2/12/96 231.39 37.20 194.19
4())96 231.39 38.33 193.06
511196 231.39 38.78 192.61
6/5/96 231.39 38.96 192.43
7/1/96 231.39 40.52 190.87
8/1/96 231.39 43.21 188.18
11/8/96 231.39 41.32 190.07
2/4/97 231.39 38.83 192.56
5/12/97 231.39 34.71 196.68
8/5/97 231.39 35.36 196.03
11/12/97 231.39 41.54 189.85
2/4/98 231.39 37.43 193.96
MW2A• 2/12/96 230.83 37.45 193.38
2/14/96 230.83 37.56 193.27
2/23/96 230.83 39.78 191.05
2/28/96 230.83 39.00 191.83 • 5/1/96 230.83 38.68 192.15
615/96 230.83 39.18 191.65
7/1/96 230.83 40.37 190.46
7/30/96 230.83 43.57 187.26
11/8/96 230.83 40.91 189.92
2/4/97 230.83 38.70 192.13
5/12/97 230.83 35.06 195.77
8/5/97 230.83 35.73 195.10
11/12/97 230.83 41.25 I 89.58
2/4/98 230.83 37.22 193.61
MW3 2/12/96 220.67 26.60 194.07
5/1/96 220.67 28.35 I 92.32
6/5/96 220.67 28.16 192.51
7/1/96 220.67 29.86 190.81
8/1/96 220.67 30.01 190.66
11/8/96 220.67 28.57 192.10
2/4/97 220.67 26.03 194.64
5/12/97 220.67 27.50 193.17
8/5/97 220.67 26.08 194.59
11/12/97 220.67 28.51 192.16
2/4/98 220.67 23.79 196.88
MW5 2/12/96 234.51 37.62 196.89
4/2/96 234.5 I 37.94 196.57
5/1/96 234.51 38.02 196.49
6/5/96 234.51 38.00 196.51
7/1/96 234.51 39.69 194.82
8/1/96 234.51 39.50 19;.QJ
11/8/96 234.51 37.17 197.34
2/4/97 234.5 I 35.29 199.22 • 5/12/97 234.51 33.60 200.91
8/5/97 234.51 )6.05 I 98.46
11/12/97 234.51 38.44 196.07
2/4/98 234.51 32.77 201.74
Page 5 of 12 /
Well Date Surveyed Depth to Corrected • Number Casing Groundwater Groundwater
Elevation (ft) (It) Elevation (ft)
MW6 2/12/96 237.13 39.79 197.34
4/2196 237.13 41.61 195.52
5/1/96 237.13 41.90 195.23
6/5/96 237.13 39.05 198.08
7/1/96 237.13 41.72 195.41
7/30/96 237.13 44.27 192.86
11/8/96 237.13 44.05 193.08
214/97 237.13 39.08 198.05
5112/97 237.13 38.53 198.60
8/5/97 237.13 39.86 197.27
11/12/97 237.13 43.73 193.40
2/4/98 237.13 40.43 196.70
MW7 2/12196 228.41 35.57 192.84
4/2/96 228.41 36.23 192.18
5/1/96 228.41 36.63 191.78
6/5/96 228.41 37.05 191.36
7/1/96 228.41 38.32 190.09
8/1/96 228.41 38.26 190.15
11/8/96 228.41 38.69 189.72
2/4/97 228.41 36.60 191.81
5112/97 228.41 33.34 195.07
8/5/97 228.41 33.96 194.45
11/12/97 228.41 39.10 189.31
2/4/98 228.41 34.80 193.61
!Macon Source Area
MW8 2/12196 234.54 39.98 194.56 • 4/2/96 234.54 40.07 194.47
5/1/96 234.54 41.01 193.53
6/5/96 234.54 41.51 193.03
7/1/96 234.54 43.26 191.28
8/1/96 234.54 43.88 190.66
2/4/97 234.54 42.76 I 91.78
5/12/97 234.54 37.15 197.39
8/5/97 234.54 38.69 195.85
11/12/97 234.54 42.24 192.30
2/4/98 234.54 36.18 198.36
MW8A 2/12/96 234.44 44.83 189.61
4/2/96 234.44 45.53 188.91
511196 234.44 45.81 188.63
6/5/96 234.44 45.73 188.71
7/1/96 234.44 49.12 185.32
8/1/96 234.44 46.92 187.52
2/4/97 234.44 44.27 190.17
5/12/97 234.44 44.93 189.51
8/5/97 234.44 45.82 188.62
11/12/97 234.44 47.68 186.76
2/4/98 234.44 33.47 200.97
MW9* 2/12/96 254.08 46.60 207.48
2/14/96 254.08 46.70 207.38
2/15/96 254.08 47.68 206.40
2/23/96 254.08 44.03 210.05
2/28/96 254.08 46.04 208.04
511196 254.08 43.55 210.53
6/5/96 254.08 42.89 211.19
7/1/96 254.08 42.84 211.24 • 7/30/96 254.08 42.30 211.78
11/8/96 254.08 40.65 213.43
2/4/97 254.08 41.68 212.40
5/12/97 254.08 41.57 212.51
8/5/97 254.08 43.38 210.70
11/12/97 254.08 43.24 210.84
2/4/98 254.08 38.80 215.28
Page6of12 /
Well Date Surveyed Depth to Corrected • Number Casing Groundwater Groundwater
Elevation (rt) (ft) Elevation (ft)
MWI0 2112196 265.51 41.03 224.48
2115/96 265.51 40.88 224.63
4(2196 265.51 36.98 228.53
5/1/96 265.51 35.76 229.75
615196 265.51 35.90 229.61
7/1/96 265.51 35.96 229.55
7'30/96 265.51 35.98 229.53
11/8196 265.51 33.31 232.20
214/97 265.51 34.13 231.38
5/12197 265.51 33.64 231.87
8/5/97 265.51 36.87 228.64
11/12197 265.51 38.41 227.10
214/98 265.51 27.34 238.17
MWJI• 2112196 271.92 30.72 241.20
2123/96 271.92 31.00 240.92
2128/96 271.92 30.00 241.92
5/1/96 271.92 30.31 241.61
615196 271.92 31.41 240.51
7/1/96 271.92 32.92 239.00
7(30/96 271.92 34.42 237.50
11/8/96 271.92 27.60 244.32
214/97 271.92 27.26 244.66
5/12/97 271.92 25.72 246.20
8/5/97 271.92 30.63 241.29
11/12197 271.92 34.08 237.84
214/98 271.92 19.95 251.97
MWIIA 2112196 270.28 30.22 240.06 • 4(2196 270.28 27.05 243.23
511196 270.28 28.05 242.23
615196 270.28 30.62 239.66
7/1/96 270.28 32.15 238.13
7(30/96 270.28 33.11 237.17
11/8/96 270.28 27.15 243.13
214/97 270.28 26.94 243.34
5/12197 270.28 25.35 244.93
815/97 270.28 29.60 240.68
11/12197 270.28 33.25 237.03
214/98 270.28 19.90 250.38
!Macon Source Area
MW 19* 2112196 236.89 38.49 I 98.40
2114/96 236.89 38.82 198.07
2123/96 236.89 40.90 195.99
2128/96 236.89 40.50 196.39
5/1/96 236.89 38.44 198.45
615196 236.89 37.91 198.98
7/1/96 236.89 39.23 197.66
7/30/96 236.89 39.65 197.24
11/8/96 236.89 37.10 199.79
2/4/97 236.89 35.33 201.56
5/12/97 236.89 33.37 203.52
8/5/97 236.89 36.45 200.44
11/12197 236.89 38.38 198.51
214/98 236.89 33.02 203.87
•
Page7or12 /
Well D:.tte Surveyed Depth to Corrected • Number Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
UMS-1 615196 238.96 44.15 194.81
7/1/96 238.96 44.70 194.26
7/30/96 238.96 58.60 180.36
11/8/96 238.96 58.88 180.08
2/4/97 238.96 39.85 199.11
5/12/97 238.96 40.80 198.16
8/5/97 238.96 49.19 189.77
11/12/97 238.96 54.30 184.66
2/4/98 238.96 40.65 198.31
UMS-2 6/5/96 236.3 I 64.75 171.56
711196 236.31 57.60 178.71
7/30/96 236.31 64.58 171.73
11/8/96 236.3 I 65.40 170.91
2/4/97 236.31 62.15 174.16
5/12/97 236.31 37.95 198.36
8/5/97 236.31 38.56 197.75
11/12/97 236.3 I 63.59 172.72
2/4/98 236.3 I 56.75 179.56
UMS·3 615196 235.75 43.46 192.29
7/1/96 235.75 72.78 162.97
7/30/96 235.75 72.87 162.88
11/8/96 235.75 73.13 162.62
2/4197 235.75 42.68 193.07
5/12/97 235.75 71.80 163.95
8/5/97 235.75 72.88 162.87
11/12/97 235.75 62.98 172. 77 • 2/4/98 235.75 72.50 163.25
UMS-4 6/5/96 236.53 75.66 160.87
7/1/96 236.53 76.58 159.95
7/30/96 236.53 76.98 159.55
11/8/96 236.53 76.44 160.09
2/4/97 236.53 36.60 199.93
5/12/97 236.53 33.55 202.98
8/5/97 236.53 77.68 158.85
11/12/97 236.53 38.40 198.13
2/4/98 236.53 77.88 158.65
UMS-5 6/5/96 257.62 82.55 175.07
711/96 257.62 81.00 176.62
7/30/96 257.62 82.87 174.75
11/8/96 257.62 79.92 177. 70
2/4/97 257.62 82.95 174.67
5/12/97 257.62 41.49 216.13
8/5/97 257.62 82.62 175.00
11/12/97 257.62 81.89 175.73
2/4/98 257.62 81.93 175.69
Upper
Macon
MW21* 2/14/96 155.52 14.52 141.00
2/23/96 155.52 15.60 139.92
2/28/96 155.52 14.65 140.87
5/2/96 155.52 14.38 141.14
6/5/96 155.52 15.47 140.05
7/30/96 155.52 7.02 148.50
11/7/96 155.52 14.62 140.90 • 2/4/97 155.52 14.-1-8 141.04
5/12/97 155.52 14.44 141.08
8/5/97 155.52 15.25 140.27
11/12/97 155.52 15.79 139.73
2/4/98 155.52 13.98 141.54
Page8of12 /
Well Date Surveyed Depth to Corrected • Number Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
MW 23* 2/14/96 155.54 4.45 151.09
2/23/96 155.54 5.73 149.81
2/28/96 155.54 4.07 151.47
5/3/96 155.54 5.19 150.35
6/5/96 155.54 5.59 149.95
7/1/96 155.54 7.56 147.98
7/30/96 155.54 7.72 147.82
I 1/6/96 155.54 6.19 149.35
2/4/97 155.54 4.99 150.55
5/12/97 155.54 5.88 149.66
8/5/97 155.54 5.32 150.22
I 1/12/97 155.54 6.47 149.07
2/4/98 I 55.54 3.67 I 51.87
UM-I 6/5/96 183.68 37.01 146.67
7/1/96 183.68 36.47 147.21
7/30/96 183.68 41.10 142.58
11/8/96 183.68 39.44 144.24
2/4/97 183.68 39.36 144.32
5/12/97 183.68 40.46 143.22
815197 183.68 42.03 141.65
11/12/97 183.68 30.86 152.82
2/4/98 183.68 45.99 137.69
UM-2 615/96 194.13 43.02 I 51.11
7/1/96 194.13 47.95 146.18
7/30/96 194.13 47.33 146.80
I 1/8/96 194.13 45.41 148.72 • 2/4/97 194.13 45.51 148.62
5/12/97 194.13 46.24 147.89
8/5/97 194.13 45.72 148.41
11/12/97 194.13 40.01 154.12
2/4/98 194.IJ 49.57 144.56
UM-3 6/5/96 180.35 32.17 148.18
7/1/96 I 80.35 32.18 148.17
7/30/96 180.35 32.36 147.99
11/8/96 180.35 32.31 148.04
2/4/97 180.35 32.27 148.08
5/12/97 180.35 32.25 148.10
8/5/97 180.35 32.27 148.08
11/12/97 180.35 19.81 160.54
2/4/98 180.35 72.50 107.85
UM-4. 6/5/96 171.9 I 21.85 150.06
7/1/96 171.9 I 21.10 150.81
7/30/96 171.91 27.55 144.36
I 1/8/96 171.91 24.52 147.39
2/4/97 171.91 25.62 146.29
5/12/97 171.91 31.98 139.93
8/5/97 171.91 30.54 141.37
11/12/97 171.91 9.41 162.50
2/4/98 171.91 38.19 133.72
UM•5 6/5/96 168.32 11.77 I 56.55
7/1/96 I 68.32 12.13 156.19
7/30/96 168.32 16.92 151.40
11/8/96 168.32 13.85 154.47
2/4/97 168.32 14.92 153.40
5/12/97 168.32 16.15 152.17
8/5/97 168.32 13.65 154.67 • 11/12/97 168.32 6.09 162.23
2/4/98 168.32 14.03 154.29
Page9of12 /
• Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
6/5/96 173.05 11.72 161.33
7/1/96 173.05 13.23 159.82
7/30/96 173.05 17.58 155.47
11/8/96 173.05 14.40 158.65
2/4/97 173.05 14.79 158.26
5/12/97 173.05 15.26 157.79
8/5/97 I 73.05 14.45 158.60
11/12/97 173.05 9.84 163.21
2/4/98 173.05 10.51 162.54
M-7 6/5/96 187.29 54.45 132.84
7/1/96 187.29 54.58 132.71
7/30/96 187.29 54.59 132.70
11/8/96 187.29 55.00 132.29
2/4/97 187.29 54.73 132.56
5/12/97 187.29 55.34 131.95
8/5/97 187.29 54.78 132.51
I 1/12/97 187.29 19.96 167.33
2/4/98 187.29 54.75 132.54
Lower
Macon
MW4 2/14/96 184.21 40.79 143.42
4(2196 184.21 46.08 138.13
5/2/96 184.21 45.72 138.49
6/5/96 184.21 43.29 140.92
7/1/96 184.21 42.09 142.12
7/30/96 184.21 45.71 138.50 • 11/8/96 184.21 46.35 137.86
2/4/97 184.21 40.86 143.35
5/12/97 184.21 44.15 140.06
8/5/97 184.21 44.08 140.13
11/12/97 184.21 41.79 142.42
2/4/98 184.21 42.77 141.44
MW 12 2/14/96 171.98 24.87 147.11
4/2/96 171.98 26.18 145.80
5(2196 I 7 1.98 26.09 145.89
6/5/96 171.98 25.97 146.01
7/1/96 171.98 27.37 144.61
7/30/96 171.98 27.55 144.43
11/8/96 171.98 26.24 145.74
2/4/97 171.98 24.38 147.60
5/12/97 171.98 25.27 146.71
8/5/97 171.98 25.66 146.32
11/12/97 171.98 25.74 146.24
2/4/98 I 71.98 22.58 149.40
MW 13'" 2/14/96 188.67 49.22 139.45
2/23/96 188.67 50.20 138.47
2/28/96 188.67 49.25 139.42
4/2/96 188.67 50.85 137.82
5/2/96 188.67 51.38 137.29
6/5/96 188.67 49.88 138.79
7/1/96 I 88.67 50.55 138.12
7/30/96 188.67 51.59 137.08
11/8/96 188.67 52.15 136.52
2/4/97 188.67 49.40 139.27
5/12/97 188.67 49.42 139-25 • 8/5/97 188.67 49.32 139.35
11/11/97 188.67 50.29 138.38
2/4/98 138.67 48.25 140.42
Page 10 of 12 /
Well Date Surveyed Depth to Conected • /\'umber Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
MW 14 2114/96 177.34 34.24 143.10
4/2196 177.34 dry dry
5/2196 177.34 dry dry
615/96 177.34 35.19 142.15
7/1/96 177.34 dry dry
7/30/96 177.34 dry dry
11/8/96 177.34 dry dry
2/4/97 I 77.34 34.63 142.71
5/12197 177.34 dry dry
8/5/97 177.34 dry dry
11/11/97 177.34 dry dry
214/98 177.34 34.09 143.25
MW 14R 2/14/96 175.95 34.50 141.45
4/2/96 175.95 38.81 137.14
5/2/96 175.95 39.27 136.68
6/5/96 175.95 38.85 137.10
7/1/96 175.95 37.98 137.97
7130196 175.95 40.03 135.92
11/8/96 175.95 40.39 135.56
214/97 175.95 35.60 140.35
5/12/97 175.95 38.74 137.21
8/5/97 175.95 37.61 138.34
11/11/97 175.95 37.09 138.86
2/4/98 175.95 35.81 140.14
MW22.* 2/14/96 128.25 5.73 122.52
2/23/96 128.25 6.76 121.49 • 2/28/96 128.25 5.59 122.66
5/2196 128.25 6.87 121.38
6/5/96 128.25 7.05 I 21.20
7/1/96 128.25 6.78 121.47
7130/96 128.25 2.31 125.94
11/8/96 128.25 6.96 121.29
2/4/97 128.25 6.03 122.22
5/12/97 128.25 6.80 121.45
8/5/97 128.25 6.56 121.69
11/11/97 128.25 6.24 122.01
2/4/98 128.25 5.64 122.61
ILower
:Macon
LM-1 · 6/5/96 175.68 69.79 105.89
7/1/96 175.68 38.61 137.07
7/30/96 175.68 69.78 105.90
11/8/96 175.68 70.04 105.64
2/4/97 175.68 36.12 139.56
5/12/97 175.68 68.90 106.78
8/5/97 175.68 69.94 105.74
11/11/97 175.68 38.31 137.37
2/4/98 175.68 69.65 106.0)
LM-2 615196 157.20 62.06 95.14
7/1/96 157.20 25.08 132.12
7/30/96 157.20 58.36 98.84
11/8/96 157.20 62.16 95.04
2/4/97 157.20 25.98 131.22
5/12/97 157.20 63.50 93.70 • 8/5/97 157.20 . 56.96 100.24
11/11/97 157.20 26.86 130.34
2/4/98 157.20 53.33 103.87
Page 11 of 12 I
:::)q:::::-.•••· .................... ':}'.fjbl({:1:::: __ ::::::::::::':':':':':':':H:; ~' ~\)'~:, ~~-jfk~ ,:.;', ',~'
·····•·::·••;•g··•'.!'.:)\i; ;~, ,~1~lwll!l!~iim~il!:1iR~,1ii;il~i1li
Well Date Surveyed Depth to Corrected • Number
LM-3
Casing Groundwater Groundwater
Elevation (ft) ([I) Elrv:ation (ft)
6/5/96 157.09 61.16 95.93
7/1/96 157.09 27.78 129.31
7/30/96 157.09 49.40 107.69
11/8/96 157.09 67.24 89.85
2/4/97 157.09 27.11 129.98
5/12/97 157.09 57.52 99.57
8/5/97 157.09 42.42 114.67
11/11/97 157.09 27.78 129.31
2/4/98 157.09 43.27 113.82
LM-4 6/5/96 166.84 68.60 98.24
7/1/96 166.84 37.72 129.12
7/30/96 166.84 56.91 109.93
11/8/96 166.84 74.86 91.98
2/4/97 166.84 36.82 130.02
5/12/97 166.84 67.80 99.04
8/5/97 166.84 55.14 111.70
11/11/97 166.84 37.29 129.55
2/4/98 166.84 56.01 110.83
LM-5 6/5/96 186.59 66.50 120.09
7/1/96 186.59 43.91 142.68
7/30/96 186.59 66.80 I 19.79
11/8/96 186.59 66.86 119.73
2/4/97 186.59 42.85 143.74
5/12/97 186.59 66.90 119.69
8/5/97 186.59 66.84 · 119.75
11/11/97 I 86.59 43.84 142.75
2/4/98 186.59 66.88 119.71 •
•
Page 12 of 12 /
•
System Month
Upper Dockery Mar-96
Apr-96 ·
May-96 ·
Jun-96 ·
Jul-96 ·
Aug-96 ·
Sep-96 ·
Oct-96 ·
Nov-96 .
Dec-96,
Jan-97 •
Feb-97 ·
Mar-97 ·
Apr-97 ·
May-97 ·
Jun-97
Jul-97
Aug-97
Sep-97 • Oct-97
Nov-97
Dec-97
Jan-98
Feb-98
Lower Dockery Mar-96 ·
Apr-96 ·
May-96 ·
Jun-96 ·
Jul-96 •
Aug-96 ·
Sep-96 ·
Oct-96 ,
Nov-96 •
Dec-96,
Jan-97 ,
Feb-97,
Mar-97 •
Apr-97 ·
May-97 ·
Jun-97
Jul-97
Aug-97
Sep-97
Oct-97 • Nov-97
Dec-97
Jan-98
Feb-98
TABLE 8
SUMMARY OF MASS voe REMOVAL ESTIMATES
MACON/DOCKERY SITE
.
RICHMOND COUNTY, NORTH CAROLINA
PAGE 1 OF 2
Average Total
Monthly Flow voe Pounds of voe
Volume Concentration Removed For Month
(gallons) (ug/L) (Pounds)
400,155 · 196 · 0.65 ·
286,151, 210 · 0.50·
66,826 • 177· 0.10 ·
97,350 · 120 · 0.10 ·
163,426 · 108 · 0.15,
218,330 · 284 · 0.52 ·
149,420 · 284 • 0.35·
140,191 · 284 · 0.33·
438,013· 294 · 1.07·
161,903· 294 · 0.40·
294,071 · 294 • 0.72 ·
267,596 · 131 · 0.29 ·
250,068· 131· 0.27 ·
276,556 · 131 · 0.30·
289,938 · 76 · 0.18 ·
135,575 76 · 0.09•
99,896 · 76, 0.06·
70,967, 54 · 0.03·
56,256 · 54, 0.03 ·
277,505 · 54 • 0.12 ·
143,168 · 108 · 0.13 ·
78,332 · 108, 0.07·
103,968 108 · 0.09·
296,588 · 99.3· 0.25·
328,448· 200· 0.55 ·
191,090· 150· 0.24 ·
245,715 · 148· 0.30·
8,619· 152 · 0.01 ·
151,827, 152 · 0.19 ·
126,232· 170 · 0.18,
63,833· 170 · 0.09 •
460,379· 170 . 0.65 ·
183,210 · 140.8 · 0.22 ·
137,594· 140.8 · 0.16'
286,202 · 140.8. 0.34·
90,912 · 140.8 · 0.11 •
277,823 • 110 · 0.25,
180,560 · 110 · 0.17 ·
684,855 · 116 · 0.66 •
501,987 116 · 0.49'
581,027, 116. 0.56'
414,199 • 84 • 0.29 ·
481,049, 84 · 0.34 ·
457,604 • 84 · 0.32 ·
308,483 • 62-0.16 •
272,079 · 62 • 0.14 ·
786,548 62 · 0.41 '
123,013, 57.9• 0.06'
Cumulative VOCs
Removed
(Pounds)
0.65 ·
1.15 ·
1.25 ·
1.35 ·
1.49 ·
2.01 ·
2.36 ·
2.70·
3.77,
4.17,
4.89,
5.18·
5.45·
5.75·
5.94·
6.02 ·
6.08•
6.12 •
6.14,
6.27•
6.40•
6.47.
6.56•
6.81 •
0.55·
0.79 ·
1.09 ·
1.10 ·
1.29 •
1.47 ·
1.56,
2.22.
2.43·
2.59 •
2.93-
3.04 •
3.29 ·
3.46,
4.12,
4.61 •
5.17 ·
5.46 •
5.80,
6.12,
6.27,
6.41 •
6.82 ·
6.88,
•
System Month
Macon Source Area Mar-96 ·
Apr-96 ·
May-96 ,
Jun-96 ·
Jul-96 ·
Aug-96 ·
Sep-96 ·
Oct-96 ·
Nov-96 ·
Dec-96 ·
Jan-97 ,
Feb-97 ·
Mar-97 ·
Apr-97 ·
May-97 ·
Jun-97
Jul-97
Aug-97
Sep-97 • Oct-97
Nov-97
Dec-97
Jan-98
Feb-98
U/L Macon Mar-96 .
Apr-96 ,
May-96 .
Jun-96 ·
Jul-96 ·
Aug-96 ,
Sep-96 ·
Oct-96 ,
Nov-96 ,
Dec-96 ·
Jan-97 ,
Feb-97 ,
Mar-97 •
Apr-97 ,
May-97 ,
Jun-97
Jul-97
Aug-97
Sep-97
Oct-97 • Nov-97
Dec-97
Jan-98
Feb-98
TABLE 8
SUMMARY OF MASS voe REMOVAL ESTIMATES
MACON/DOCKERY SITE
RICHMOND COUNTY, NORTH CAROLINA
PAGE 2 OF 2
Average Total
Monthly Flow voe Pounds of VOC
Volume Concentration Removed For Month
(gallons) (ug/L) (Pounds)
426,083 · 55· 0.20 ·
364,772 · 61 • 0.18 ,
257,720 · 41 • 0.09.
114,048 · 60 · 0.06 •
202,477 · 43 · 0.07 ·
207,503 · 61 · 0.11
209,649 · 61 • 0.11
101,512· 61 , 0.05
116,354 · 42.6 • 0.04
137,045 • 42.6 · 0.05 ·
146,036 · 42.6 · 0.05 ·
215,730 · 63.9 , 0.11 ·
223,222 · 63.9 0.12.
253,167 · 63.9 0.13,
223,177, 82 0.15.
234,669 82 0.16.
117,736 · 82 · 0.08 ·
50,248 · 124.9 · 0.05 ·
36,264 · 124.9 • 0.04 ·
70,207· 124.9 · 0.07,
102,326 · 122.5 · 0.10,
114,452, 122.5 · 0.12 -
178,387 122.5· 0.18
178,387, 201.6 · 0.30 ·
375,318 · 24, 0.07•
709,726 · 24, 0.14'
482,220, 23, 0.09'
48,305 · 31 , 0.01 ·
759,920, 22· 0.14 '
638,400, 31 , 0.17 ·
302,505, 31 , 0.08,
640,760, 31 · 0.17.
871,155· 25.3· 0.18 ·
725,549 · 25.3' 0.15 ·
596,131 · 25.3 , 0.13 ·
795,239 · 24.4 · 0.16 ·
939,710 • 24.4 · -0.19 '
918,080 • 24.4' 0.19 '
999,040 · 24' . 0.20 ·
605,792 24· -·0.12•
223,859 · 24• 0.05 ·
911,679 · 23· 0.18 '
917,631, 23 · 0.18 ·
821,135· 23· 0.16.
140,796 • 16• 0.02,
844,299 · 16, 0.11 ,
531,692 16· 0.07,
1,051,002 · 22.9• 0.20 ·
Cumulative VOCs
Removed
(Pounds)
0.2 ·
0.38,
0.47,
0.53 ·
0.60 ·
0.71
0.82,
0.87 ·
0.91 ·
0.96,
1.01 .
1.12 ,
1.24.
1.38.
1.53 ·
1.69 ·
1.77 ·
1.82'
1.86·
1.93 ·
2.04 •
2.15 ·
2.34 •
2.64 ·
0.07 ·
0.21'
0.31 ,
0.32 ·
0.46·
0.62,
0.70,
0.87 •
1.05,
1.20·
1.33 ,
1.49 .
1.68 .
1.87 •
2.07 -
2.19.
2.24 ·
2.42 .
2.59 ·
2.75 •
2.77 •
2.89.
2.96 ·
3.16 ·
•
Sampll! Date
Location
LD Efnuent 2/13/96
2/14/96
2/14/96
2/15/96
2/16/96
2/22/96
2/28/96
3/8/96
4/3/96
5/3/96
8/1/96
9/4/96
10/1/96
11/7/96
12/5/96
1/6/97
3/12/97
4/8/97
5/14/97
6/6/97
7/2/97
8/7/97
9/5/97
10/2/97
11/13/97
12/5/97
1/9/98
2/5/98
Remed1at1on Perfonnance Standard
Note: A blank means below detection limit
Chlorofonn
(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
• Table 2
Groundwater Quality Summary
Lower Dockery
Macon/ Dockery Site
Richmond County, North Carolina
I, I -Dichloroctlrnne I, I -Dichloroelhcne Cis/tnms-1,2-Dich loroethene
(ug/L) (ug/L) (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
<I.0 <1.0 <1.0
<1.0 <l.O <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
3500 7 70
•
Methylene chloride I, I, I-Trichloroethane
(ug/L) (ug/L)
<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 <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 <l.0
<2.0 <1.0
<2.0 <1.0
<2.0 <1.0
<2.0 <1.0
<2.0 <1.0
5 200
•
Sample Dale
Location
LD Effluent 2/13/96
2/14/96
2/14/96
2/15/96
2/16/96
2/22/96
2/28/96
3/8/96
4/3/96
5/3/96
8/ 1 /96
9/4/96
10/1/96
11/7/96
12/5/96
1/6/97
3/12/97
4/8/97
5/14/97
6/6/97
7/2/97
8/7/97
9/5/97
10/2/97
11/13/97
12/5/97
1/9/98
2/5/98
Remcdrnt10n Performance Standard
Note; A blank means below detection limit
Tri ch loroethylcnc fknzcnc
(ug/L) (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
<l.0 <1.0
<1.0 <1.0
<1.0 <1.0
<l.O <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
2.8
• TABLE 2 (Continued)
Groundwater Quality Summary
Lower Dockery
Macon/ Dockery Site
Richmond County, North Carolina
Toh1cnc Total Xylcm:s Chromium
(ug/L) (ug/L) (ug/L)
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
3.4 <3.0 <10
<1.0 <3.0 <10
<l.O <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 · <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
1000 400 50
•
Barium Manganese Zinc Cadmium SuspcmJcd Solids
(ug/L) (ug/L) (ug/L) (ug/L) (mg/L)
<50 <5.0 <20 <0.30 <5.0
<50 <5.0 <20 <0.30 <5.0
<50 <5.0 <20 <0.30 11
<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 11 <20 <0.30 <5.0
<50 <5.0 <20 <0.30 <5.0
<50 35 @LL(:> <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 @),1. <0.30 <5.0
<50 34 NS <0.30 <5.0
<50 250 <20 <0.30 58
1000 50 5000 5
•
Sample Date
Location
UMSA Eflluent 2113196
2114196
2114196
2115196
2116196
2/17/96
2/22/96
2/28/96
3/8/96
4/3/96
5{3/96
6/5/96
7/1/96
7fJ0/96
9/4/96
10/1/96
I 1/7/96
12/5/9G
1/6/97
2/4/97
3/12/97
4/8/97
5/12/97
616197
7/2/97
8/7/97
9/5197
10/2/97
11/13197
I 215/97
119/98
2/5/98
R.:m.:d1auon P.:rfonnauc,: Standard
Not.:: NA ,. Not Analyzed
DUP -duplicate
Ch\orofonn I, I • Did1lorocthane
(ug/L) (ug/L)
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<l.O <LO
<1.0 <1.0
<1.0 <1.0
<1.0 <I.O
<1.0 <1.0
<1.0 <1.0
<1.0 <I.O
<1.0 <1.0
<LO <1.0
<l.O <l.O
<1.0 <l.O
<1.0 <1.0
<l.O <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<LO <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <i.O
<1.0 <1.0
<1.0 <1.0
<i.O <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<i.O <1.0
<LO <1.0
3500
•
Table 3
Groundwater Quality Summary
Upper J\1acon Source Arca
Macon/ Dockery Site
Richmond County, North Carolina
1, l -Dichloroethene Cis/trans-1,2-Dichloroethene Tetrachloroethene
(ug/L) (ug/L) (ug/L)
<LO <LO <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <LO <1.0
<I.O <1.0 <l.O
<1.0 <1.0 <LO
<I.O <1.0 <1.0
<1.0 <1.0 <1.0
<I.0 <I.O <LO
<LO <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<LO <LO <LO
<l.O <J.0 <LO
<1.0 <LO <1.0
<LO <1.0 <1.0
<1.0 <1.0 <1.0
<l.O <l.O <1.0
<1.0 <1.0 <LO
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <l.O
<1.0 <1.0 <LO
<l.O <1.0 <1.0
<1.0 <1.0 <1.0
<LO <l.O <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <LO
7 70
•
I, !,I-Trichloroethane Trichloroethylene
{ug/L) (ug/L)
<1.0 <1.0
<LO <1.0
<LO <1.0
<1.0 <1.0
<l.O "<1.0
<I.O <1.0
<I.0 <1.0
<l.O <l.O
<I.O <1.0
<I.O <LO
<l.O <LO
<I.0 <l.O
<1.0 <1.0
<1.0 <1.0
<LO <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<LO <1.0
<l.O <1.0
<1.0 <LO
<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 <LO
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
200 2.8
•
Sample Date
Location
U1'.1SA Eflluent 2/13/96
2/14/96
2/14/96
2/15/96
2/16/96
2/17/96
2/22/96
2/28/96
3/8/96
4/3/96
5/3/96
6/5/96
7/1/96
7/30/96
9/4/96
10/1/96
I 1/7/96
12/5/96
1/6/97
2/4/97
3/12/97
4/8/97
5112/97
6/6/97
7/2/97
817/97
9/5197
10/2/97
11/13/97
12/5/97
119198
2/5/98
Remediation Perfonnance Standard
Nole: NA" Not Analyzed
DUP -duplicate
Vinyl chloride Benzen,;: Toluene
(uglL) (uglL) (uglL)
<l.0 <1.0 <1.0
<l.O <1.0 <l.O
<LO <1.0 <1.0
<1.0 <1.0 <1.0
<LO, <1.0 <1.0
<l.U <1.0 <1.0
<l.O <i.O <1.0
<1.0 <1.0 <1.0
<I.O <1.0 <1.0
<1.0 <1.0 <1.0
<l.O <1.0 <1.0
<LO <1.0 2.9
<l.O <1.0 <1.0
<LO <1.0 <i.O
<l.O <1.0 <1.0
<l.O <1.0 <1.0
<I.0 <1.0 <1.0
<LO <LO <1.0
<1.0 <1.0 <1.0
<1.0 <LO <1.0
<1.0 <1.0 <1.0
<1.0 <LO <1.0
<1.0 <LO <J.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 <LO
<LO <LO <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <i.O
<1.0 <i.O <1.0
1000
•
Ta hie 3 (Continued)
Groundwater Quality Summary
Upper Macon Source Arca
Macon/Dockery Site
Richmond County, North Carolina
Chromium Barium lvlanganese
(uglL) (uglL) (uglL)
16 150 330
<10 110 190
<10 110 160
<10 JOO 140
<JO 130 170
<JO 120 120
<10 120 70
<10 130 51
<10 120 37
<JO 110 27
<10 120 26
<10 130 22
12 110 14
<10 200 110
11 170 68
<10 130 13
<10 140 13
<JO 170 17
<10 200 46
<10 160 29
<10 130 30
<10 200 30
12 210 95
<10 240 74
<10 180 41
11 230 250
<10 130 27
<10 185 3 I.5
<10 129 84.2
<10 150 160
<JO 180 33
<10 200 20
50 1000 50
•
Zinc Cadmium Lead }.-lercury Suspended Solids
(uglL) (uglL) (uglL) (uglL) (mglL)
74 <0.30 4.2 <.2 57
20 <0.30 <3.0 <.2 <5.0
<20 <0.30 <3.0 <.2 <5.0
<20 <0.30 <3.0 <.2 <5.D
<20 <0.30 <3.0 0.26 18
<20 <0.30 <3.0 <.2 <5.0
<20 <0.30 <3.0 <.2 <5.0
<20 <0.30 <3.0 <.2 <5.0
<20 <0.30 <3.0 <.2 <5.0
<20 <0.30 <3.0 <.2 5
<20 <0.30 <3.0 <.2 <5.0
<20 <0.30 <3.0 <.2 6
<20 <0.30 <3.0 NA <5.0
41 <0.30 9.2 NA 23
26 <0.30 66 NA 16
<20 0.47 <3.0 NA 24
<20 <0.30 <3.0 NA 26
<20 <0.30 <3.0 <0.20 5
25 <0.30 3.5 NA 120
<20 <0.30 <3.0 NA 8
<20 <0.30 <3.0 NA <5.0
<20 <0.30 <3.0 NA 7
35 <0.30 <3.0 NA 100
<20 <0.30 <3.0 NA <5.0
<20 <0.30 <3.0 NA <5.0
40 <0.30 4.8 NA NA
<20 <0.30 <3.0 NA 22
<20 <0.30 <3.0 NA 11
<20 <1 <3.0 NA 8
NA <0.30 6.5 NA <5.0
NS <0.30 <3.0 NA <5.0
<20 <0.30 <3.0 NA 6
5000 5 15 1.1