NCD980840409_20051025_Charles Macon Lagoon Drum_FRBCERCLA RA_Annual Summary Status Report June 2004 - June 2005-OCR

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Macon/Dockery Site
Richmond County, North Carolina
October 25, 2005
Ms. Giezelle Bennett
Remedial Project Manager
US EPA, Region IV
I 61 Forsyth Street, S.W.
Atlanta, Georgia 30303-3104
Reply to: Technical Committee
c/o Ken Gulledge
Crown, Cork & Seal Company, Inc.
P.O. Box 887
Cheraw, SC 29520
Phone: [phone]
843-537-4382
4'ov ()
8 <0,
Re: Macon/Dockery Site -Cordova, Richmond County, North Carolina
Annual Summary Status Report; June I, 2004 to June 1, 2005
Dear Ms. Bennett:
On behalf of the Macon/Dockery Site Group (MDSG), the Annual Summary Status Report for
the period of June I, 2004 to June I, 2005 is herewith submitted in accordance with SECTION
XV -PROGRESS REPORTS of the Unilateral Administrative Order (effective date -June 30,
1992) for the Macon/Dockery Site. Please find one (1) original copy of the report enclosed with
• I this letter.
Should you have any questions, please do not hesitate to contact me.
mger, P.E.-------
Project Manager
cc: Macon/Dockery Site Group Technical Members
David Mattison, NC Superfund Section
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MACON/DOCKERY SITE
CORDOVA, RICHMOND COUNTY
NORTH CAROLINA
ANNUAL SUMMARY STATUS REPORT
JUNE 1, 2004 TO JUNE 1, 2005
Steven E. Irminger, P.E. c.j3o
Project :Manager
Prepared for:
The Macon/Dockery Site Group
Prepared By:
Irminger Consulting, Inc.
70 I 5 Erin brook Drive
Concord, North Carolina 28025
October 25, 2005
IC PROJECT NO.: 0004-001
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Annual Status Report
October 25, 2005
1.0 . INTRODUCTION ........................................................................................................................................ I
2.0 SYSTEM PERFORMANCE REVIEW ...................................................................................................... I
' 2.1 FLOW RATES AND TOTALS .......................................................................................................................... I
2.2 PERCENT OPERATIONAL ............................................................................................................................. 2
2:3 OPERATIONAL DIFFICULTIES ENCOUNTERED AND CORRECTIVE ACTIONS ................................................... 2
1.3.1 General Operational Difficulties ......................................................................................................... 3
1.3.1 Individual Sites ..................................................................................................................................... 3
2.4 SYSTEM MODIFICATIONS ............................................................................................................................ 5
2.5 EFFLUENT CONCENTRATIONS ..................................................................................................................... 8
1.5. J VOC Exceedances ................................................................................................................................ 9
2.6 INFLUENT CONCENTRATIONS .................................................................................................................... I 0
3.0 SYSTEM EFFECTIVENESS .................................................................................................................... IO
4.0 2005/2006 SCHEDULE .............................................................................................................................. 11
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Figure 1
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Figure 2
Figui'e 3
Figure 4
Table 1
Table12
Table 3
Table14
Table15
Table;6
Table 7
Table 8 ' Table 9
LIST OF FIGURES
Upper Macon Source Area
Upper Dockery
Lower Dockery
Upper/Lower Macon
LIST OFT ABLES
Summary of Groundwater Flow Totals
Summary of Operational Percentages
Effluent Analytical Results
Influent Analytical Results
Groundwater Elevation Data
Groundwater Quality Summary
Air Quality Summary
Summary of Mass VOC Removal Estimates
Proposed 2004/2006 Sampling Schedule
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MACON/DOCKERY SITE
Annual Status Report
October 25, 2005
CORDOVA, RICHMOND COUNTY, NORTH CAROLINA
ANNUAL STATUS REPORT
JUNE 1, 2004 TO JUNE 1, 2005
1.0 Introduction
The following document is the 2004/2005 annual status report for the Macon/Dockery Superfund
project in Cordova, Richmond County, North Carolina. This report satisfies the requirement for an
annual summary status report set forth in the Unilateral Administrative Order For Remedial Design
I
and Remedial Action, Section XV Part D, dated June 18, 1992. For site history and background
' information the reader is referred to the Remedial Investigation/ Feasibility Study (Rl/FS) completed
in 1991.
2.0 . System Performance Review
'
The remedial systems started operation during the week of February 12, 1996. The following
sections summarize performance data for the remedial systems, and operational difficulties
'
encountered during the reporting period (June 1, 2004 to June 1, 2005).
'
2.1 Flow Rates and Totals
System flow total data are recorded on a weekly basis from the remedial systems. Monthly
flow rates and totals for each groundwater system are summarized in Table 1. For the
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Annual Status Report
October 25, 2005
reporting period June 1, 2004 to June 1, 2005, the system flow totals are as follows:
• Upper Dockery 3,302,365 gallons
o Lower Dockery O gallons (System Suspended)
• Macon Source Area 3,126,665 gallons
• Upper & Lower Macon 11,403,523 gallons
2.2 Percent Operational
System downtime is recorded on a daily basis and summarized on the monthly progress
reports. A summary of the operational time, expressed as a percent of the total time, is
contained in Table 2. The following is the average percent each area operated during the
• reporting period of June 1, 2004 to June 1, 2005:
• Upper Dockery
·• Lower Dockery
• Macon Source Area
• Upper Macon
• Lower Macon
•, SVE System
97.8 percent
0 percent (Lower Dockery System suspended on 3-19-04)
100 percent
70.4 percent
88.8 percent
Operation Discontinued
2.3 Operational Difficulties Encountered and Corrective Actions
Se.veral difficulties were encountered during the reporting period that affected the operation
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Annual Status Report
October 25, 2005
of the remedial systems at the Macon/Dockery site. The following sections describe the
difficulties encountered system-wide and at individual sites.
2.3. I General Operational Difficulties
There were no general operational difficulties observed for the reporting period.
2.3.2 Individual Sites
The following sections briefly summarize difficulties and their corrective actions
taken at individual Macon/Dockery remedial systems.
Upper, Dockery
• May!24, 2004 to June 2, 2004 -Upper Dockery system was down due to a tripped air stripper
blower motor. The motor was reset and the system was restarted on June 2, 2004.
' • January 24, 2005 to January 27, 2005 -The Upper Dockery system was down to a high level alarm
in the airstripper sump caused by ice in the effluent pipe. The ice was removed and the
system restarted on January 27, 2005.
• March I, 2005 to March 4, 2005 -Upper Dockery: Upon arrival the Upper Dockery system was
found off due to a high water level in the airstripper sump. The sump was pumped out and
the system restarted normally on March 4, 2005. Ice blockage in the effluent line was
suspected as the cause.
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Lower Dockery
o System suspended.
Macon Source Area
• No operational difficulties were reported during the reporting period.
Upper Macon/Lower Macon
Annual Status Report
October 25, 2005
• fone 7, 2004 to August 18, 2004-The Upper Macon system recirculation pump seized
causing the motor to trip its breaker. The pump was removed for repair and the system
restarted on August 18, 2004.
• July 29, 2004 to August 3, 2004-The Lower Macon system was down due to a high level alarm in
the airstripper. The alarm was cleared and the system restarted on August 3, 2004.
• November 14, 2004 to November 20, 2004-The Upper and Lower Macon systems were down
due to a malfunctioning effluent pump motor. The motor was replaced and both systems
restarted on November 20, 2004.
• November 21, 2004 to November 27, 2004-The Upper and Lower Macon systems were down
due to a high level alarm in the air stripper sump. The sump floats were removed and tested
before the floats were re-installed and the systems restarted on November 27, 2004.
• December 12, 2004 to December 18, 2004 -The Upper and Lower Macon systems were down
due to a high level alarm in the air stripper sump caused by ice blocking the effluent pipe.
The effluent pipes were repaired and the systems restarted on December 18, 2004.
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Annual Status Report
October 25, 2005
• January 5, 2005 to January 23, 2005 -The Upper and Lower Macon systems were down due to a
malfunctioning airstripper blower. The blower motor was replaced and the system restarted
on January 23, 2005.
2.4 System Modifications
Soil Vapor Extraction System
In a letter dated January 12, 2000, the USEP A Region IV requested that the MDSG prepare a
Sampling and Analysis Plan (SAP) for soil sampling in the area of former Lagoon 7. On
May 12, 2000, the MDSG submitted a SAP to the EPA Region IV office proposing soil
assessment activities in the area of Lagoon 7. The SAP was approved by the EPA on June
12, 2000. The implementation of the SAP demonstrated that the performance remediation
goals established for the Lagoon 7 area had been met. The EPA agreed with the MDSG
recommendation to discontinue remediation at Lagoon 7 in the EPA's Five Year Review
Report dated September 2000. The soil vapor extraction system discontinued operation in
June 2000 subsequent to the soil assessment of the subsurface soil at Lagoon 7. The vapor
extraction wells designated SVE-1 through SVE-6 were properly abandoned with a neat
, cement grout by Geologic Exploration and Saedacco of Charlotte, North Carolina. Well
abandonment forms were submitted in a report titled Sail Vapor Extraction Abandonment
Report by AES and dated November 8, 2002.
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Lower Dockery Groundwater Remediation System Suspension
Annual Status Report
October 25, 2005
In a letter from the USEPA Region IV dated March 16, 2004, approval was granted to the
MDSG for the suspension of the Lower Dockery groundwater remediation system with the
requirement that groundwater monitoring wells MW-16 and MW-24 be sampled quarterly
for all constituents of concern for four consecutive quarters. The Lower Dockery
groundwater remediation system was suspended on March 19, 2004. Quarterly groundwater
monitoring for groundwater monitoring wells MW-16 and MW-24 has been conducted
utilizing low-flow sampling techniques in an effort to reduce interference from turbidity and
suspended solids. At the request of the North Carolina Department of Environment and
Natural Resources (DENR), a fifth quarter of groundwater samples were collected from wells
MW-16 and MW-24 on May 4, 2005. A summary of the five quarters of analytical data
reported for groundwater samples collected from wells MW-16 and MW-24 is included in
Table 9. Based on a review of the quarterly analytical results, all analyzed parameters were
reported at concentrations less than the performance standard except for manganese in
groundwater samples collected from well MW-16 on June 28, 2004, and from well MW-24
on all five sample dates.
Based on a review of historical data, the manganese concentration observed in monitoring
well MW-24 appears to be declining with time. One reason for the high manganese
concentrations may be suspended solids within the formation. A comparison of historical
concentrations of Total Suspended Solids (TSS) analytical results and manganese
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Annual Status Report
October 25, 2005
concentrations in groW1dwater samples obtained from well MW-24 is provided in the graph
below.
700
600
500
400
300
200
100
0
MW-24 -e-Mn Concentration
(ug/L) divided by 10
--.-TSS (mg/L)
..iciJ ..i~ ..icfj> ..1<9> /> .f~ ~ f ~ ~ $$$$$$$$$$
, The graph indicates a minor direct relationship between TSS and manganese concentration.
A second explanation for the manganese concentrations may be the process of reductive
dechlorination. In the process ofbiodegradation of chlorinated solvents, naturally occurring
· anaerobic microorganisms utilize electrons from the chlorine molecules and pass them
through a complex series of biochemical reactions. To function, the microorganisms must
pass the electrons used in their metabolism to an electron acceptor. Important oxidized
,minerals used as electron acceptors include iron and manganese. In the process,
trichlorethene is dechlorinated sequentially to dichloroethene, vinyl chloride and ethylene gas
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Annual Status Report
October 25, 2005
(a harmless end product). Manganese is reduced from a valence state of +4 to +2. The
lower valence state is a more soluble form of manganese.
Similarly, studies have demonstrated that I, 1-dichloroethane may be used as a substrate for
naturally occurring microorganisms that can completely oxidize I, 1-dichloroethane to water,
carbon dioxide and chloride. This may explain why the concentration of I, 1-dichloroethane
has been observed to decline with time in water samples collected from well MW-24.
The MDSG has now completed the additional sampling that EPA required to confirm the
cleanup levels that have been achieved in the Lower Dockery area groundwater, and thereby
satisfied the only condition placed upon the EPA' s suspension of remediation activities at the
Lower Dockery site. Based upon the analytical results and discussions with the EPA, no
additional sampling or remediation is planned for the Lower Dockery site.
2.5 Effluent Concentrations
· A measure of the system performance can be made based on the system's ability to reduce
influent concentrations to remedial performance standards. Because system effluent is
directed to an infiltration gallery, effluent concentrations are designed to be no greater than
the remediation goals established for groundwater at the site. The analytical results of
effluent water samples collected from the remedial systems are summarized in Table 3.
'
During the reporting period the effluent sample analytical results have been below the
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Annual Status Report
October 25, 2005
performance standard concentrations except for the parameters listed in the following tables:
Effluent Exceedances
Macon / Dockery Site -Cordova, North Carolina
System Sample Date 1,1 -Dicbloroetbene
(ug/L)
Upper/Lower Macon
I 10/21/2004 8.5
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Rem'ediation Performance Standard 7
System Sample Date Tetracbloroetbene
(ug/L)
' Upper/Lower Macon 10/21/2004 1.3 I
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Remediation Performance Standard 1.0
2.5.1 VOC Exceedances
An inspection of the air stripper blower at the Upper/Lower Macon system in
November 2004, revealed that the fan blade outside edge was worn resulting in a
reduction in the effective fan blade surface area. The loss of fan blade surface area
resulted in lower air flow through the air stripper and a loss in removal efficiency.
The fan was replaced in November 2004 and VOC exceedances have no longer been
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Annual Status Report
October 25, 2005
observed. The remediation system is equipped with a differential pressure switch
which will turn off the system in the event low pressure is detected in the air-stripper
sump. The low pressure setting on the differential pressure switch has been increased
to reduce the possibility of a recurrence of the problem.
2.6 Influent Concentrations
Water samples were collected from the influent ports of the remedial systems on a
semi-annual basis. A summary of the influent sample analytical results is included in
Table 4.
3.0 1 System Effectiveness
Syste~ effectiveness at reducing contaminant concentrations at the site is indicated by periodic
groundwater elevation measurements and groundwater and air samples. The sampling frequency and
analytical parameters were conducted as stipulated in the recommendations of the September 2000
Five Year Review Report prepared by the USEPA Region IV office. Groundwater elevation
measurements and groundwater samples were collected from the monitoring wells semi-annually
during :the period June I, 2004, to June I, 2005. Additionally, air samples were also collected from
the air exhaust stacks of the groundwater remediation systems and ambient site air. Effluent water
samples were collected quarterly during the reporting period.
A sU1111T1ary of the groundwater level measurements and calculated groundwater elevations is
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Annual Status Report
October 25, 2005
included in Table 5. A summary of the analytical results reported for the groundwater samples
collected from the monitoring wells is included in Table 6. Air analytical results from the air
exh~ust stacks of the remedial systems and ambient site air are summarized in Table 7.
Mass removal estimates are calculated for each of the remedial systems on a quarterly basis. The ·
estimates are based on quarterly flow volume and semi-annual influent concentration data. A
summary of the mass removal estimates for the remedial systems is included in Table 8.
Based on the mass removal estimates, the remediation systems at the Macon/Dockery site are
effectively remediating the subsurface target parameters.
4.0 2005/2006 Schedule
The following details the proposed 2005/2006 schedule for the Macon/Dockery site tasks:
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• Tlie 2005/2006 sample schedule is shown on Table 9 and is based on the recommendations
of.the September 2000 Five Year Review Report prepared by the USEPA Region IV office;
• ThF MDSG will propose a revised 2005/2006 sample and reporting schedule under separate
cover. The proposed revisions will be based on the findings of the September 2005 Five
Year Review Report prepared by the USEPA Region IV office and a review of site conditions
and trends;
• The approved operation and maintenance (O&M) program will continue;
• Progress status reporting will continue to be submitted to the EPA each quarter per the
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Annual Status Report
I ~~~.~
~ecommendations of the September 2000 Five Year Review Report prepared by the USEP A
Region IV office; and,
• The annual summary status report will summarize the period June I, 2005 to June I,
2006.
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FIGURES
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~
" ~ LEGEND
Monitor Well Location
®
MW-01
MW-3
UMS-4
MW-05
® MW-OBA
UM -MW-08
' lagoon
~ n 6
T renchline
~-ll~@MW-11
c::::i
~ ~--, lagoon 7
® 09
Maco
· ence
0
MW-02A
\ /'"@ ®MW-02 ~ ~MS-2 ® MW-07
Lagoon '
' ' '
'
'
~ -:; ,!!:===;.==============:::.:======================================
..... IRMINGER CONSULTING, INC.
0004_001 r""'-~_sr-_._s_E_1+-Dulfl_,_0_1_-_20_-_20_0-1s
Chkd By: SEI fil6flomt1: 0004001
MACON DOCKERY SITE GROUP UPPER MACON SOllRCEAREA 1
·----------·--l!!!!!!!!I l!!!B l!!!9 == 111111a liiiiiiii 89
:;:r-----------------------------------------------------. w C
~ ~i
" ~
~
® MW-25
Air Re/sass
LEGEND
® MW-15A
0
Uppt1r Oockt1ry
Trt1afmenf Sysft1m
(J
w ♦
N
i
'l! l!r==::::;=============;;;;;;:================;=================:;==~
Monitor Well Location Not To Scale
N
IRMINGER CONSULTING, INC.
0004_001 1,/od• By: SEI Daf6, 01-20-2005
Chkd By: SEI fi/anam~: 0004001
MACON DOCKERY SITE GROUP UPPER DOCKERY 2
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~
!
. MW-21 ®
IRMINGER CONSULTING, INC.
1 _, .Ir, SEI Dal,: 01-20-1999
0004-001 C/11«/ .Ir, SEI f1hnam,: FILENAME
I
Low11r Dock11ry
Rt1mtHl/al/on Spltlm
LEGEND
Monitor Well Location
MAcl:ON DOCKERY SITE
' GROUP LOWER DOCKERY 3
- - - - - - - - - ------I!!!!! !!!!I == ==
"' "' ~
:@
® MW-21
LEGEND
UM-2
MW-23 ® In fillrolion
Gallery
logoon 11
ii ,!!:===;;==============.=================;::::================:;:::::=::::!
Monitor Well Location ® MW-22
IRMINGER CONSULTING, INC.
0004_001 I/ad• By. SEI Dahl: 01-20-2005
Chkd By: SEI Fllanomt1: 0004001
MACON DOCKERY SITE GROVP VPPER/LOWER MACON 4
0
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TABLES
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- -
Date
Mar-96
Apr-96
May-96
Jun-98
Jul-96
Aug-96
Sep-96
Oct-96
Nov-96
Dec-96
Jan--97
Feb--97
Mar-97
Apr-97
May-97
Jun--97
Jul-97
Aug-97
Sep-97
Oct-97
Nov-97
Dec-97
Jan--98
Feb--98
Mar-98
Apr-98
May-98
Jun-98
Jul-98
Aug-98
Sep-98
Oct-98
Nov-98
Dec-98
Jan-99
Feb--99
Mar-99
Apr-99
May-99
Jun-99
Jul-99
Aug.99
Sep-99
Oct-99
Nov-99
Dec-99
Jan-DO
Feb-00
Mar.Q0
- - ---- - ---TABLE 1
SUMMARY OF GROUNDWATER FLOW TOTALS
MACON/DOCKERY SITE
-----
- - - ---
U ooer Dockery Lower Dockery Macon Source Area Uoi er/Lower Macon
Monthly Average Monthly Average Monthly Average Monthly Average
Monthly Flow Total Flow Flow Rate Monthly Flow Total Flow Flow Rate Monthly Flow Total Flow Flow Rate Monthly Row Total Flow Flow Rate
(gallons) (gallons) {gallons per minute (gallons) (gallons) (gallons per minute) (gallons) (gallons) (gallons per minute) (gallons) (gallons) (gallons flf'!f minute)
400,155 400,155 9.3 328,448 328,448 7.6 426,083 426,083 9.9 375,318 375,318 8.7 286,151 686,306 6.6 191,090 519,538 4.4 364,TT2 790,855 8.4 709,726 1,085,044 16.4
66,826 753,132 1.5 245,715 765,253 5.7 257,720 1,048,575 6.0 482,220 1,567,264 11.2 97,350 850,482 2.3 8,619 TT3,872 0.2 114,048 1,162,623 2.6 48,305 1,615,569 1.1 163,426 1,013,908 3.8 151,827 925,699 3.5 202,4TT 1,365,100 4.7 759,920 2,375,489 17.6 218,330 1,232,238 5.1 126,232 1,051,931 2.9 207,503 1,572,603 4.8 638,400 3,013,889 14.8
149,420 1,381,658 3.5 63,833 1,115,764 1.5 209,649 1,782,252 4.9 302,505 3,316,394 7.0 140,191 1,521,849 3.2 460,379 1,576,143 10.7 101,512 1,883,764 2.3 640,760 3,957,154 14.8 438,013 1,959,862 10.1 183,210 1,759,353 4.2 116,354 2,000,118 2.7 871,155 4,828,309 20.2 161,903 2,121,765 3.7 137,594 1,896,947 3.2 137,045 2,137,163 3.2 725,549 5,553,858 16.8 294,071 2,415,836 6.8 286,202 2,183,149 6.6 146,036 2,283,199 3.4 596,131 6,149,989 13.8
267,596 2,683,432 6.2 90,912 2,274,061 2.1 215,730 2,498,929 5.0 795,239 6,945,228 18.4 250,068 2,933,500 5.8 2TT,823 2,551,884 6.4 223,222 2,722,151 5.2 939,710 7,884,938 21.8 276,556 3,210,056 6.4 180,560 2,732,444 4.2 253,167 2,975,318 5.9 918,080 8,803,018 21.3 289,938 3,499,994 6.7 684,855 3,417,299 15.9 223,177 3,198,495 5.2 999,040 9,802,058 23.1 135575 3,635,569 3.1 501987 3,919,286 11.6 234669 3,433,164 5.4 605792 10,407,850 14.0
99896 3,735,465 2.3 581027 4,500,313 13.4 11TT36 3,550,900 2.7 223859 10,631,709 5.2 70967 3,806,432 1.6 414199 4,914,512 9.6 50248 3,601,148 1.2 911679 11,543,388 21.1
52256 3,858,688 1.2 481049 5,395,561 11.1 36264 3,637,412 0.8 917631 12,461,019 21.2
277505 4,136,193 6.4 457604 5,853,165 10.6 70207 3,707,619 1.6 821135 13,282,154 19.0 143168 4,279,381 3.3 308483 6,161,648 7.1 102326 3,809,945 2.4 140796 13,422,950 3.3
78332 4,357,693 1.8 272079 6,433,727 6.3 114452 3,924,397 2.6 844299 14,267,249 19.5 103968 4,461,661 2.4 786548 7,220,275 18.2 178387 4,102,784 4.1 531692 14,798,941 12.3
296588 4,758,249 6.9 123013 7,343,288 2.8 178387 4,281,171 4.1 1051002 15,849,943 24.3
326525 5,084,774 7.6 287027 7,630,315 6.6 145526 4,426,697 3.4 932266 16,782,209 21.6 419475 5,504,249 9.7 452535 8,082,850 10.5 600075 5,026,TT2 13.9 662272 17,444,481 15.3
440446 5,944,695 10.2 141936 8,224,786 3.3 410905 5,437,6n 9.5 876945 18,321,426 20.3
200192 6,144,887 4.6 453014 8,677,800 10.5 431360 5,869,037 10.0 448056 18,769,482 10.4
337048 6,481,935 7.8 504860 9,182,660 11.7 329835 6,198,872 7.6 TT6195 19,545,STT 18.0
432719 6,914,654 10.0 453131 9,635,791 10.5 473093 6,671,965 11.0 857122 20,402,799 19.8
411677 7,326,331 9.5 591481 10,227,272 13.7 513868 7,185,833 11.9 821424 21,224,223 19.0
439378 7,765,709 10.2 471729 10,699,001 10.9 493849 7,679,682 11.4 718543 21,942,766 16.6
362586 8,128,295 8.4 642213 11,341,214 14.9 498670 8,178,352 11.5 251141 22,193,907 5.8
500450 8,628,745 11.6 415550 11,756,764 9.6 371824 8,550,176 8.6 713232 22,907,139 16.5
552796 9,181,541 12.8 361051 12,117,815 8.4 3378TT 8,888,053 7.8 835206 23,742,345 19.3
524380 9,705,921 12.1 522107 12,639,922 12.1 384124 9,272,177 8.9 586579 24,328,924 13.6
614841 10,320,762 14.2 622194 13,262,1_16 14.4 539925 9,812,102 12.5 1035893 25,364,817 24.0
571148 10,891,910 13.2 704292 13,966,408 16.3 431729 10,243,831 10.0 894763 26,259,580 20.7
524349 11,416,259 12.1 581688 14,548,098 13.5 388443 10,632,274 9.0 828049 27,087,629 19.2
431,742 11,848,001 10.0 427,905 14,976,001 9.9 409,066 11,041,340 9.5 809,334 27,896,963 18.7 392,518 12,240,519 9.1 473,998 15,449,999 11.0 502,412 11,543,752 11.6 582,110 28,479,073 13.5
190,407 12,430,926 4.4 226,628 15,676,627 5.2 228,824 11,TT2,576 5.3 635,226 29,114,299 14.7
303,910 12,734,836 7.0 459,303 16,135,930 10.6 820,215 12,592,791 19.0 768,831 29,883,130 17.8 364,213 13,099,049 8.4 591,217 16,727,147 13.7 530,478 13,123,269 12.3 894,735 30,777,865 20.7
2TT,055 13,376,104 8.4 464,502 17,191,649 10.8 390,353 13,513,622 9.0 646,405 31;424,270 15.0
389,943 13,766,047 9.0 447,951 17,639,600 10.4 543,545 14,057,167 12.6 575,397 31,999,667 13.3
236,733 14,002,780 5.5 503,520 18,143,120 11.7 170,316 14,227,483 3.9 261,658 32,261,325 6.1
0 14,002,780 0.0 95,167 18,238,287 2.2 357,840 14,585,323 8.3 161,156 32,422,481 3.7 176,609 14,179,389 4.1 235,556 18,473,843 5.5 335,782 14,921,105 7.8 308,952 32,731,433 7.2
-
---- -- - - - ---TABLE 1
SUMMARY OF GROUNDWATER FLOW TOTALS
MACON/DOCKERY SITE - ----
r UOCKB • Lower UOCK81 y aeon :,ource Area uuuern ower aeon Date Monthly Flow Total Flow Monthly Average Monthly Flow Total Flow Monthly Average Monthly Flow Total Flow Monthly Average_ Monthly.Flow -Total Flow Monthly Average (gallons) (gallons) (gallons per minute) (gallons)--(gallons)-(gallons per minute) -cgauons)---(gallons) {gallons N>r minute) (gallons) (gallons) (gallons per minute) Apr-OD 164,914 14,344,303 3.8 212,338 18,686,181 4.9 331,270 15,252,375 7.7 416,369 33,147,802 9.6 May-OD 419,400 14,763,703 9.7 485,789 19,171,970 11.2 151,212 15,403,587 3.5 127,597 33,275,399 3.0 Jurl-00 104,658 14,868,361 2.4 382,997 19,554,967 8.9 300,123 15,703,710 6.9 607,951 33,883,350 14.1 Jul-00 80,000 14,948,361 1.9 500,849 20,055,816 11.6 231,991 15,935,701 5.4 425,691 34,309,041 9.9 Aug-OD 133,575 15,081,936 3.1 284,722 20,340,538 8.6 186,494 16,122,195 4.3 380,931 34,689,972 8,8
Se~O 129,206 15,211,142 3.0 587,633 20,928,171 13.6 84,780 16,206,975 2.0 919,139 35,609,111 21.3 Oct-00 148,404 15,359,546 3.4 512,427 21·,440,598 11.9 180,071 16,387,046 4.2 242,990 35,852,101 5.6 Jan-01 615,761 15,975,307 14.3 769,926 22,210,524 17.8 526,024 16,913,070 12.2 200,354 36,052,455 4,6
Apr-01 526,427 16,501,734 12.2 125,989 22,336,513 2.9 261,860 17,174,930 6.1 145,019 36,197,474 3.4 Jun--01 156,361 16,658,095 3.6 203,758 22,540,271 4.7 53,074 17,228,004 1.2 129,452 36,326,926 3.0 Jul-01 144,179 16,802,274 3.2 637 22,540,908 0.01 214 17,228,218 0.01 368,730 36,695,656 8.3 Aug-01 26,492 16,828,766 0.6 83,534 22,624,442 1.9 48,395 17,276,613 1.1 273,604 36,969,260 6.1
Sep-01 45,380 16,674,146 1.1 0 22,624,442 0,0 47,900 17,324,513 1.1 1,148,865 38,118,125 26.6 Oct-01 324,413 17,198,559 7.3 95,860 22,720,302 2.1 81,038 17,405,551 1.8 825,354 38,943,479 18.5 Nov-01 249,267 17,447,826 5.8 754 22,721,056 0.02 45,229 17,450,780 1.1 1,263,471 40,206,950 29.3 Oec-01 130,640 17,578,466 2.9 951 22,722,007 0.02 42,890 17,493,670 1.0 1,713,972 41,920,922 38.4 Jan-02 91,030 17,669,496 2.0 0 22,722,007 0.0 22,838 17,516,508 0.5 2,249,316 44,170,238 50.3 Feb--02 76,960 17,746,456 1.9 22,759 22,744,766 0.6 39,616 17,556,124 1.0 2,498,330 46,668,568 62.0 Mar-02 108,448 17,854,904 2.4 105,228 22,849,994 2.4 20,988 17,577,112 0.5 1,618,814 48,287,382 36.3 Apr--02 60,434 17,915,338 1.4 593 22,850,587 0.01 27,720 17,604,832 0.6 3,549,879 51,837,261 82.1 May-02 0 17,915,338 0,0 80,766 22,931,353 1,8 30,537 17,635,369 0.7 750,640 52,587,901 16.8
Jun-02 41,733 17,957,071 1.0 321,894 23,253,247 7.5 63,990 17,699,359 1.5 369,861 52,957,762 8.6 Jul--02 37,189 17,994,260 0,8 71,807 23,325,054 1.7 53,125 17,752,484 1.2 180,265 53,138,027 4.2
Aug-02 19,730 18,013,990 0.4 126 23,325,180 0.0 89,000 17,841,484 2.1 115,060 53,253,087 2.7
Sep-02 44,413 18,058,403 1.0 117,737 23,442,917 2.7 74,000 17,915,484 1.7 455,200 53,708,287 10.5 Oct-02 37,597 18,096,000 0.8 42,549 23,485,466 1.0 99,381 18,014,865 2.3 2,680 53,710,967 0,1
Nov--02 26,369 18,122,369 0.6 0 23,485,466 0.0 18,621 18,033,486 0.4 120,246 53,831,213 2.8 Dec-<>2 2,997 18,125,366 0.1 0 23,485,466 0.0 5,340 18,038,826 0.1 147 53,831,360 0.0 Jan-03 3,849 18,129,215 0.1 7,031 23,492,497 0.2 55,445 18,094,271 1.3 0 53,831,360 0.0 Feb--03 64,620 18,193,835 1.6 671 23,493,168 0,0 12,199 18,106,470 0.3 12,378 53,843,736 0.3 Mar-03 48,653 18,242,488 1.1 38,756 23,531,924 0.9 27,918 18,134,386 0.6 1,282,416 55,126,152 29.7
Apr-03 14,600 18,257,088 0.3 473,838 24,005,762 11.0 58,337 18,192,723 1.4 1,250,620 56,376,772 28.9 May-03 23,759 18,280,847 0.5 443,672 24,449,434 10.3 4,106 18,196,829 0.1 410,303 56,787,075 9.5
Jun--03 unknown unknown unknown 202,082 24,651,516 5.0 8,607 18,205,436 0.2 254,762 57,041,837 6,3
Ju\.03 unknown unknown unknown 366,221 25,017,737 7,3 12,020 18,217,456 0.2 351,670 57,393,507 8.1 Aug-03 unknown unknown unknown unknown unknown unknown 2,349 18,219,805 0.1 123,588 57,517,095 3.2
Sep-03 unknown unknown unknown 496,977 25,514,714 10.2 16,700 18,236,505 0.3 520 57,517,615 0.0 Oct-03 186,199 18,467,046 4.3 408,686 25,923,400 9,5 49,700 18,286,205 1.2 356,977 57,874,592 8,3
NoV-03 200,863 16,667,909 5.4 250,082 26,173,462 6,7 295,600 18,582,005 7.9 421,580 58,296,172 11.3
Oec-03 206,729 18,874,638 4.1 126,160 26,299,642 2.5 420,100 19,002,105 8.3 972,160 59,268,332 19.3 Jan-04 _273,606 19,148,244 6.1 283,390 26,583,032 6.3 346,000 19,348,105 7.8 981,268 60,249,600 22.0
Fet>-04 228,069 19,376,313 5.1 379,808 26,962,840 8.5 329,467 19,677,572 7.4 1,395,654 61,645,254 31.3
Mar-04 189,044 19,565,357 4.2 154,864 27,117,704 3.5 293,402 19,970,974 6.8 1,378,334 63,023,588 30.9
Apr-04 166,462 19,731,819 4.0 System Suspended 226,282 20,197,256 5.4 1,267,057 64,290,645 30.3
May-04 131,544 19,863,363 2.8 System Suspended 248,226 20,445,482 5.2 1,280,373 65,571,018 26.9 Jun-04 219,549 20,082,912 5.1 System Suspended 236,981 20,682,463 5.5 267,070 65,838,088 6.2 Jul-04 188,655 20,271,567 4.2 System Suspen9ed 431,803 21,114,266 9.7 60,331 65,898,419 1.4
unknO'Yllfl -Flow unkncJINfl due to malfunctioning flow meter
--
Date
' - ---
Aug-04
Sep-04
Oct-04
Nov-04
Dec-04
Jan-05
Feb-05
Mar-05
Apr-05
May-05
---- -- - -- -TABLE 1
SUMMARY OF GROUNDWATER FLOW TOTALS
MACON/DOCKERY SITE ---- --
U """' Dockerv Lower Docke rv Macon.Source Area ---Upper/tower Macon
Monthly Flow Total Flow Monthly Average_ Monthly Flow -Total Flow Monthly Average Monthly Flow Total FIOYI Monthly Average Monthly Flow Total Flow Monthly Average -(gallons)--(g311ons)-(gallons per minute) (gallons) (gallons) (gallons per minute) (gallons) (gallons) (gallons per minute) (gallons) (gallons) (gallons per minute)
189189 20,460,756 4.2 System Suspended 478,053 21,592,319 10.7 305444 66,203,863 6.8
201,757 20,662,513 4.7 System Suspended 50,723 21,643,042 1.2 1196755 67,400,618 27.7
262,809 20,925,322 5.9 System Suspended 470,618 22,113,660 10.5 1146391 68,647,009 25.7
308,119 21,233,441 7.1 System Suspended 200,564 22,314,224 4.8 732069 89,279,078 16.9
277,926 21,511,367 6.2 System Suspended 264,163 22,578,387 5.9 1213180 70,492,258 27.2
250,823 21,762,190 5.6 System Suspended 204,945 22,783,332 4.8 438255 70,930,513 9.8
279,778 22,041,968 8.9 System Suspended 133,815 22,917,147 3.3 1494210 72,424,723 37.1
254,866 22,296,834 5.7 System Suspended 119,360 23,036,507 2.7 1432055 73,856,778 32.1
418,208 22,715,042 9.7 System Suspended 165,610 23,202,117 3.8 1641955 75,498,733 38.0
450,685 23,165,727 10.1 System Suspended 370,030 23,572,147 B.3 1475818 76,974,551 33.1
-
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Month
' '
' Jun-96
Jul-96
Aug-96
Sep-96
Oct-96
Nov-96
Dec-96
Jan-97
Feb-97
' Mar-9,?
Apr-97
' May-9?
Jun-97
Jul-97
Aug-9!
Sep-9!
Oct-97
Nov-97
Dec-97
Jan-98
Feb-98
Mar-98
Apr-98
May-9~
Jun-98
Jul-98:
Aug-9~
Sep-9~
Oct-98 ' Nov-98
' Dec-98
Jan-991
Feb-99,
Mar-99]
Apr-99'
May-991
Jun-99
Jul-991
Aug-99 1
Sep-99
Oct-99 I
Nov-99'
Dec-99 ·
Jan-00 ;
Feb-DO 1
Mar-DO i
Apr-DO
May-DO I
Jun-OD l
Jul-00
Upper Dockery
(% Operational)
33
100
97
77
77
100
75
100
100
100
100
100
100
100
100
100
100
96
69
58
89
100
100
87
80
71
100
95
100
77
87
100
100
83
100
100
100
94
100
100
100
100
100
77
0
100
100
100
100
100
TABLE 2
SUMMARY OF OPERATIONAL PERCENTAGES
MACON/DOCKERY SITE
RICHMOND COUNTY, NORTH CAROLINA
Lower Dockery Macon Source Are, Upper Macon
(% Operational) (% Operational) (% Operational)
5 33 20
65 100 100
100 100 100
77 77 40
90 97 42
93 100 100
75 100 100
100 100 77
53 100 100
58 100 100
100 100 100
100 100 100
100 100 87
96 100 42
94 100 97
100 97 100
100 100 100
92 100 54
79 100 97
100 100 71
57 100 100
71 100 100
75 100 86
52 87 87
100 100 70
90 90 90
97 100 100
95 99 95
100 100 100
100 100 23
77 87 87
66 100 100
60 100 70
100 100 100
100 100 100
90 100 100
75 100 100
94 94 74
79 79 100
100 77 100
83 100 100
100 100 100
100 100 100
77 77 77
41 66 66
64 100 100
29 100 100
100 100 100
91 91 100
100 100 81
Soil-Vapor
Lower Macon Extraction Unit
(% Operational) (% Operational)
20 100
90 100
55 91
13 40
100 90
100 93
100 100
77 94
100 100
100 100
100 27
81 52
73 100
42 100
97 100
100 100
100 100
54 96
97 100
71 76
100 89
100 100
89 89
77 100
100 100
90 90
100 100
95 99
100 100
23 100
87 87
100 100
70 100
100 100
100 100
100 100
100 100
74 94
100 100
100 100
32 100
100 100
100 100
77 77
66 41
100 100
100 100
100 100
100 NR
81 NR
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Month
I
Aug-0_0
Sep-00
Oct-00
Nov-00 to Jan-01
Feb-01 to fpr-01
May-0)
Jun-01
' Jul-01
Aug-01
Sep-01
Oct-01
Nov-01
Dec-01
Jan-02
Feb-02
' Mar-02
Apr-021
May-02i
Jun-02
Jul-02
Aug-02
Sep-02
Oct-02
Nov-02
Dec-02
Jan-03 :
Feb-03
Mar-03
Apr-03 ;
May-03 ;
Jun-03
Jul-03
Aug-03
Sep-03
Oct-03
Nov-03
Dec-03 I
Jan-04
Feb-04
Mar-04
Apr-04
I May-04
I
Notes: NR = Not Recorded
Upper Dockery
(% Operational)
86
100
100
100
100
100
75
97
71
43
100
100
100
100
100
100
83
o
10
45
77
100
100
73
38
80
100
100
6
o
75
51
65
o
80
100
46
100
100
100
100
76
I 'Lower Dockery SDspended on 3-19-04
I
I
I
TABLE2
SUMMARY OF OPERATIONAL PERCENTAGES
MACON/DOCKERY SITE
RICHMOND COUNTY NORTH CAROLINA '
Lower Dockery Macon Source Are, Upper Macon
(% Operational) (% Operational) (% Operational)
86 66 86
100 100 100
83 100 70
53 100 69
55 100 36
100 100 100
75 75 100
61 100 100
68 100 71
o 100 100
90 100 36
53 100 3
45 100 100
o 84 100
25 100 100
90 100 68
23 100 93
77 100 100
100 100 100
23 22 22
o 100 58
100 100 100
100 100 9
0 100 100
0 80 0
20 83 o
29 100 29
61 100 100
100 100 100
100 100 100
75 100 100
80 100 80
100 100 26
100 100 o
100 100 100
73 100 100
71 100 100
100 100 100
100 100 100
100 100 100
suspended 100 100
suspended 100 88
Soil-Vapor
Lower Macon Extraction Unit
(% Operational) (% Operational)
86 NR
100 NR
70 NR
69 NR
36 NR
100 NR
100 NR
100 suspended
100 suspended
100 suspended
100 suspended
100 suspended
100 suspended
90 suspended
100 suspended
68 suspended
93 suspended
100 suspended
100 suspended
22 suspended
58 suspended
100 suspended
9 suspended
100 suspended
80 suspended
100 suspended
100 suspended
100 suspended
100 suspended
100 suspended
o suspended
0 suspended
o suspended
0 suspended
33 suspended
100 suspended
100 suspended
100 suspended
100 suspended
100 suspended
100 suspended
88 suspended
0
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Month I
I
Jun~04
Jul-04
I Aug--04
Sep-04
Oct-\)4
Nov-04
Dec-04
' Jan-05
Feb-05
Mar-05
Apr-05 ' May-05
'
I
'
'
'
Period Avg for 6-1-04
to 6-1-05
I
Overall average I
I -
Upper Dockery
(% Operational)
93
100
100
100
100
100
100
90
100
90
100
100
98
85 I Notes. NR -Not Recorded
I •Lawer Dockery Suspended on 3-19-04
I I
I
TABLE 2
SUMMARY OF OPERATIONAL PERCENTAGES
MACON/DOCKERY SITE
RICHMOND COUNTY, NORTH CAROLINA
Lower Dockery Macon Source Aret Upper Macon
(% Operational) (% Operational) (% Operational)
suspended 100 23
suspended 100 0
suspended 100 42
suspended 100 100
suspended 100 100
suspended 100 60
suspended 100 81
suspended 100 42
suspended 100 100
suspended 100 100
suspended 100 100
suspended 100 100
suspended 100 70
suspended 96 80
Soil-Vapor
Lower Macon Extraction Unit
(% Operational) (% Operational)
100 suspended
94 suspended
90 suspended
100 suspended
100 suspended
60 suspended
81 suspended
42 suspended
100 suspended
100 suspended
100 suspended
100 suspended
89 suspended
83 suspended
----- - -
I, I ~Dichloro--l,1-Dichloro-Cis/traru;l:2-Tetr.i-
Sainj,lc Date ethane ethenc Dichloroethene chloroethene
Location (ug/L) (ug/L) (uon) (u.n)
UD Effluent 5/3/1996 <LO <LO <l.0 <1.0
6/5/1996 <LO <1.0 <1.0 <LO
7/1/1996 <LO <1.0 <1.0 <LO
8/1/19% <LO <1.0 <1.0 <1.0
9/4/1996 <1.0 <LO <1.0 <LO
10/1/1996 <l.0 <LO <1.0 <LO
llntl996 <1.0 <LO <l.0 <LO
12/5/1996 <l.0 1.5 <l.0 <1.0
1/6/1997 <LO <1.0 <LO <l.0
1)511991 <LO <LO <LO <1.0
3/12/1997 <l.0 <LO <1.0 <1.0
4/8/1997 <1.0 <I.0 <1.0 <1.0
5/14/1997 <l.O <LO <l.O <LO
6/6/1997 <1.0 <LO <1.0 <1.0
1n11997 <1.0 <1.0 <1.0 <1.0
8n/1997 <LO <LO <1.0 <LO
9/5/1997 <1.0 <1.0 <LO <LO
10/2/1997 <l.O <1.0 <LO <1.0
11/13/1997 <1.0 <1.0 <1.0 <1.0
12/5/1997 <LO <LO <LO <LO
l/9/1998 <1.0 <LO <1.0 <LO
2/5/1998 <LO <LO <1.0 <LO
3/5/1998 <LO <LO <I.0 <LO
4/3/1998 <LO <LO <1.0 <LO
5nll998 <1.0 <1.0 <1.0 <LO
6/5/1998 <LO 25 <LO <LO
7/9/1998 <LO <l.O <LO <LO
8/7/1998 <1.0 <1.0 <1.0 <1.0
9/10/1998 <LO <1.0 <1.0 <LO
10/2/1998 <1.0 <l.O <1.0 <1.0
11/4/1998 <1.0 <1.0 <LO <LO
12/1/1998 <1.0 <1.0 <1.0 <LO
l/1 I/1999 <LO <LO <LO <LO
2/11/1999 <LO <LO <LO <LO
3/5/1999 <LO <LO <1.0 <LO
4/8/1999 <1.0 <1.0 <1.0 <1.0
5/12/1999 <1.0 <I.0 <1.0 <LO
6/10/1999 <1.0 <1.0 <1.0 <LO
7/8/1999 <LO <1.0 <LO <LO
8/5/1999 <LO <1.0 <1.0 <1.0
9/9/1999 <LO <LO <1.0 <LO
10/14/1999 <1.0 <1.0 <1.0 <1.0
11/3/191}9 <LO <1.0 <1.0 <l.O
12/3/1999 <1.0 <1.0 <1.0 <1.0
RPS 3500 7 70
RPS: Remediation Pctformance Stand.ud
-- --TABLE 3 (Page 1 of 8)
EFFLUENT Analytical Results
UPPER DOCKERY
Macon Dockery Site
Richmond County North Carolina
1, 1,1 -Trichloro-Trichloro-
-
ethane cthlene Toluene Total Xylenes Acetone
. (ug/1_) (u.n l (u,'I,) (ug/L) (ug/L)
<1.0 <LO <1.0 <3.0 52
<1.0 <LO 3.9 <3.0 <IO
<1.0 <1.0 <1.0 <3.0 <IO
<1.0 <1.0 <1.0 <3.0 20
<LO <1.0 <LO <3.0 <IO
<LO <1.0 <1.0 <3.0 <10
<LO <LO <l.0 <3.0 <10
<l.O <LO <LO <3.0 <IO
<1.0 <LO <1.0 <3.0 <IO
<L.O <LO <1.0 <3.0 <IO
<1.0 <LO <1.0 <3.0 <IO
<1.0 <1.0 <1.0 <3.0 <IO
<l.O <1.0 <1.0 <3.0 <10
<l.O <1.0 <1.0 <3.0 <10
<l.O <LO <1.0 <3.0 <10
<1.0 <l.O <1.0 <3.0 <10
<1.0 <1.0 <1.0 <3.0 <10
<1.0 <I.O <1.0 <3.0 <IO
<LO <l.O <l.O <3.0 <IO
<LO <I.O <LO <3.0 <10
<LO <I.O <1.0 <3.0 <IO
<LO <1.0 <LO <3.0 <10
<LO <LO <I.0 <3.0 <10
<LO <1.0 <1.0 <3.0 <10
<1.0 <LO <LO <3.0 <IO
5.5 <1.0 <LO <3.0 <10
<1.0 <LO <LO <3.0 <10
<1.0 <LO <LO <3.0 <10
<1.0 <LO <1.0 <3.0 <10
<1.0 <LO <LO <3.0 <25
<1.0 <LO <1.0 <3.0 <10
<1.0 <1.0 <1.0 <3.0 <25
<1.0 <1.0 <1.0 <3.0 <10
<1.0 <1.0 <LO <3.0 <10
<1.0 <I.0 <LO <3.0 <25
<1.0 <1.0 <LO <3.0 <10
<LO <1.0 <LO <3.0 <10
<1.0 <LO <1.0 <3.0 <IO
<LO <1.0 <LO <3.0 <10
<1.0 <1.0 <1.0 <3.0 <10
<1.0 <LO <1.0 <3.0 <I.0
<1.0 <1.0 <1.0 <3.0 <IO
<1.0 <LO <1.0 <3.0 <IO
<I.O <1.0 <1.0 <3.0 <IO
200 2.8 1000 400 3500
- -.. l!!!!!B l!!i!!!I
Suspended
Chromium Barium Manganese Zinc Lead Solids
(ug/L) (ug/LJ (ug/L) (ug/L) (ul!IL) (mw'l)
<10 <SO <5.0 <20 <3.0 <5.0
<IO <SO <5.0 <20 <3.0 <5.0
<10 <SO <5.0 <20 <3.0 <5.0
14 51 7 <20 <3.0 8
<IO 55 <5.0 <20 <3.0 <5.0
<IO <SO 5.9 <20 <3.0 <5.0
15 59 <5.0 <20 <3.0 <5.0
12 54 5.1 <20 <3.0 <5.0
13 54 <5.0 <20 <3.0 <5.0
IS 61 5.9 <20 <3.0 <5.0
<10 69 <5.0 <20 <3.0 <5.0
<IO 63 <5.0 <20 <3.0 <5.0
<10 60 7.2 <20 <3.0 <5.0
<IO 52 <5.0 <20 <3.0 <5.0
<IO 55 <5.0 <20 <3.0 <5.0
<IO <SO <5,0 <20 <3.0 <5.0
<IO llO 5.2 <20 <3.0 <5.0
<IO 50. ! <5.0 <20 <3.0 <5.0
12.1 61.9 18.6 24.8 <3.0 <5.0
<10 <SO <5.0 <20 <3.0 <5.0
ll <SO <5.0 <20 <3.0 <5.0
<IO <SO <5.0 <20 <3.0 <5.0
<IO <.l!O <15 <20 <3.0 <5.0
<IO <.l!O 5.2 <20 <3.0 <5.0
10 <SO <5.0 <20 <3.0 <5.0
<10 57 <5.0 <20 <3.0 <5.0
<IO SI <5.0 <20 <3.0 <5.0
13 53 <5.0 <20 <3.0 <5.0
ll 58 <5.0 <20 <3.0 <5.0
<IO 54 <10 <20 <3.0 <5.0
ll 63 6.3 <20 <3.0 12
14 63 40 <20 <3.0 <5.0
ll 55 <5.0 <20 <3.0 <5.0
IS 73 23 <20 <3.0 <5.0
II 62 <5.0 <20 <3.0 <5.0
II 54 <5.0 <20 <3.0 <5.0
12 57 <5.0 <20 <3.0 <5.0
13 66 <5.0 <20 <3.0 <5.0
10 64 <5.0 <20 <3.0 <5.0
14 66 <5.0 <20 5.2 <5.0
14 61 <5.0 <20 <3.0 <5.0
14 60 <5.0 <20 <3.0 <5.0
13 58 <5.0 <20 <3.0 <5.0
13 64 <5.0 <20 <3.0 <5.0
so 1000 50 5000 IS
----- --
1.1-Dichloro-1,1-Dichloro--Cis/trans-1,2-Tetra-
Sample Date ethane ethenc Dichloroethene chlorocthene
Location (u,/1) (u,/1 ) (u,/1) (ug/L)
UD Effluent 3/9/2000 <l.O 2.1 <1.0 <l.O
4/7/2000 <l.O <l.O <LO <LO
5/9/2000 <1.0 <l.O <1.0 <LO
6/9/2000 <LO <l.O <LO <1.0 1nn.ooo <LO <1.0 <1.0 <1.0
8/3/2000 <LO <1.0 <LO <1.0
9/25/2000 <LO <1.0 <1.0 <1.0
I0/1212000 <1.0 <1.0 <1.0 <1.0
l/18f.Z00I <1.0 <LO <I.0 <l.O
5/3/2001 <1.0 <LO <l.O <LO
7/11/2001 <1.0 <LO <1.0 <1.0
10/18/2001 <1.0 <LO <LO <LO
l/16'2002 <1.0 <1.0 <1.0 <LO
7/3lf2002 <1.0 <1.0 <1.0 <LO
10/30/2002 <1.0 <1.0 <LO <LO
1!28/2003 NOT SM1PLED SYSTEM
3/14/2003 NOT SAMPLED SYSTEM
4/3/2003 <LO <1.0 <LO <1.0
7/10/2003 <1.0 <1.0 <l.O <1.0
10/30/2003 <1.0 <1.0 <LO <1.0
1/13/2004 <l.O <l.O <2.0 <LO
4/5/2004 <1.0 <1.0 <2.0 <1.0
6/28/2004 <1.0 <1.0 <2.0 <1.0
10/21/2004 <1.0 <l.O <2.0 <LO
1/27/2005 <1.0 <LO <2.0 <LO
5/4/2005 <LO <l.O <1.0 <LO
RPS , 7 70
RPS: R.emcdialion Pcifonnance Standml
- ---
TABLE 3 (Page 2 of 8)
EFFLUENT Analytical Results
---~-lJ_~Q_QCKERY
-Macon Dockery Site
Richmond County, North Carollna
l, I, 1-Trichloro-Trich1oro-
---
ethane ethlene Toluene Total Xylenes Acetone Chromium Barium
(ug/L) (u,n.J (uofl) (ug/L) (u.n) (ug/L) (ug/L)
<1.0 <LO <LO <3.0 <10 14 74
<1.0 <LO <LO <3.0 <IO <IO 160
<1.0 <LO <1.0 <3.0 <IO 14 69
<LO <LO <1.0 <3.0 <10 <IO 79
<LO <LO <1.0 <3.0 <IO <IO 95
<LO <l.O <LO <3.0 <10 <IO 78
<1.0 <LO <1.0 <3.0 <10 <IO 85
<1.0 <LO <1.0 <3.0 <10 <IO 84
<LO <l.O <LO <3.0 <10 <IO 100
<1.0 <LO <1.0 <3.0 <10 14 80
<1.0 <LO <1.0 <3.0 <10 27 79
<LO <1.0 <1.0 <3.0 <10 14 74
<LO <1.0 <LO <3.0 <IO 18 IJO
<l.O <1.0 <LO <3.0 <IO <IO 55
<1.0 <LO <l.O <3.0 <10 <10 99
DOWN NOT SAMPLED
DOWN NOT SAMPLED
<1.0 <1.0 <1.0 <3.0 <10 <IO 83
<1.0 <1.0 <l.O <3.0 <10 <IO 96
<1.0 <1.0 <LO <3.0 <IO <IO 55
<1.0 <I.O <LO <2.0 <25 11 71
<1.0 <LO <LO <2.0 <25 12 68
<l.O <I.O <LO <2.0 <25 <IO 54
<LO <1.0 <1.0 <2.0 <25 <IO 85
<1.0 <1.0 <1.0 <3.0 <10 <IO Tl
<LO <l.O <1.0 <3.0 <10 NA 62
200 2.8 1000 400 3500 50 1000
-!l!!!!I ==
Suspended
Manganese Zinc Le,d Solids
(uofl ) (ug/L) (ug/L) (m,/1)
9.3 <20 <3.0 <5.0
8.0 <20 <3.0 <5.0
<5.0 <20 <3.0 <5.0
<5.0 <20 <3.0 <5.0
10 <20 <3.0 <5.0
<5.0 <20 <3.0 <5.0
<5.0 <20 <3.0 <5.0
<5.0 <20 <3.0 <5.0
6.3 <20 <3.0 <5.0
5.7 <20 <3.0 <5.0
43.0 27 <3.0 8.0
5.4 <20 <3.0 <5.0
120 35 5 <5.0
5.6 <20 <3.0 <5.0
7.3 <20 <3.0 <5.0
SYSTEM DOWN
SYSTEM DOWN
5.1 <20 <3.0 <5.0
19 <20 <3.0 <5.0
<5.0 <20 <3.0 <5.0
15 24 <3.0 14.0
<5.0 <20 <3.0 <5.0
<5.0 <20 <3.0 <5.0
<5.0 <20 <3.0 <5.0
<5.0 <20 <3.0 <5.0
NA <20 <l.5 <5.0
50 5000 15
-------
-----Cbloro-~ 1,1-Dichloro--1.1-Dichloro-Cis/lrans-1,2-Methylene
smlpie Date form ethane ethene Dicltloroethene chloride
Location (u•") (u•" ) (ug/L) (u.JL) (ug/L)
LD Effluent 2115/1996 <1.0 <LO <1.0 <l.0 <2_0
2/16/1996 <1.0 <1.0 <1.0 <1.0 <2.0
2/22/1996 <1.0 <1.0 <1.0 <1.0 <2.0
2128/1996 <1.0 <1.0 <1.0 <1.0 <2.0
3/8/1996 <LO <l.0 <LO <1.0 <2.0
4/3/1996 <1.0 <I.0 <LO <1.0 <2.0
5/3/1996 <l.0 <1.0 <1.0 <LO <2.0
8/1/1996 <l.0 <LO <1.0 <1.0 <2.0
9/4/1996 <1.0 <1.0 <l.O <1.0 <2.0
l0/1/1996 <LO <1.0 <1.0 <1.0 <2.0
I ln/1996 <1.0 <1.0 <1.0 <1.0 <2.0
12/5/1996 <1.0 <LO <1.0 <1.0 <2.0
1/6/1997 <1.0 <1.0 <LO <l.0 <2.0
3/12/1997 <1.0 <1.0 <1.0 <1.0 <2.0
4/8/1997 <1.0 <l.O <1.0 <1.0 <2.0
5/14/1997 <1.0 <1.0 <LO <l.0 <2.0
6/6/1997 <1.0 <1.0 <1.0 <1.0 <2.0
7/2/1997 <1.0 <1.0 <1.0 <l.O <2.0
817/1997 <1.0 <1.0 <1.0 <LO <2.0
9/5/1997 <1.0 <1.0 <1.0 <1.0 <2.0
10/2/1997 <1.0 <I.0 <LO <1.0 <2.0
I l/13/1997 <1.0 <1.0 <1.0 <LO <2.0
12/5/1997 <1.0 <1.0 <1.0 <LO <2.0
l/9/1998 <1.0 <I.0 <1.0 <1.0 <2.0
2/5/1998 <1.0 <1.0 <1.0 <LO <2.0
3/5/1998 <1.0 17 3.2 <LO <2.0
4/3/1998 <1.0 <1.0 <1.0 <1.0 <2.0
5/7/1998 <1.0 <1.0 <1.0 <1.0 <2.0
6/5/1998 <1.0 <1.0 <LO <1.0 <2.0
7/9/1998 <1.0 <1.0 <1.0 <LO <2.0
8/7/1998 <1.0 <1.0 <1.0 <1.0 <2.0
9/10/1998 <1.0 <1.0 <1.0 <LO <2.0
10/2/1998 <LO <1.0 <1.0 <1.0 <2.0
11/4/1998 <1.0 <1.0 <1.0 <1.0 <2.0
12/1/1998 <1.0 <1.0 <1.0 <1.0 <2.0
1/11/1999 <1.0 <1.0 <1.0 <1.0 <2.0
•2111199 <LO <1.0 <LO <1.0 <2.0
3/5/199') <1.0 <1.0 <1.0 <LO <5.0
4/8/1999 <1.0 <1.0 <l.O <1.0 <2.0
5/12/1999 <1.0 <1.0 <LO <1.0 <2.0
6/10/1999 <1.0 <1.0 <1.0 <1.0 <2.0
7/8/1999 <1.0 <1.0 <1.0 <1.0 <2.0
8/5/1999 <LO <1.0 <1.0 <1.0 <2.0
9/9/1999 <1.0 <1.0 <LO <1.0 <2.0
10/14/1999 <1.0 <1.0 <LO <1.0 <2.0
11/2/1999 <1.0 2.5 <1.0 <1.0 <2.0
12/3/1999 <1.0 2.8 <LO <1.0 <2.0
RPS. 3500 7 70 ' RPS: Remediation Perfonnance Standard
----T~LE 3 (Page 3 of8)
EFFLUENT Analytical Results
LOWER DOCKERY
Macon Dockery Site
Richmond County, North C~rolina __ _
1, I, 1-Trichloro Trichlom-
ethane ethene Benzene Toluene
(uon) (ug/L) (uon J (ug/L)
<LO <1.0 <LO <1.0
<l.0 <LO <1.0 <1.0
<1.0 <LO <1.0 <1.0
<1.0 <1.0 <LO <LO
<1.0 <1.0 <1.0 <1.0
<l.0 <1.0 <:1.0 <1.0
<LO <l.O <LO <1.0
<LO <LO <LO <1.0
<1.0 <LO <1.0 <LO
<1.0 <1.0 <LO <LO
<l.O <1.0 <1.0 3.4
<LO <1.0 <1.0 <1.0
<1.0 <l.O <l.O <l.O
<1.0 <LO <l.O <1.0
<LO <LO <1.0 <1.0
<1.0 <LO <1.0 <1.0
<J.O <1.0 <LO <1.0
<1.0 <1.0 <l.O <1.0
<1.0 <LO <1.0 <LO
<I.0 <1.0 <1.0 <LO
<1.0 <LO <1.0 <LO
<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 <LO <l.O
5.5 <1.0 <LO <1.0
<LO <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<LO <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <LO
<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
<LO <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 <l.O <1.0 <LO
<1.0 <LO <LO <1.0
<1.0 <1.0 <l.O <LO
<1.0 <1.0 <1.0 <1.0
<1.0 <LO <LO <1.0
<1.0 <LO <1.0 <1.0
<1.0 <LO <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
1.2 <l.O <1.0 <LO
200 2.8 1000
Total
Xykncs
(u•n)
<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
<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
400
- --.. -l!i!!!IIS
Suspended
Chromium Barium Manganese Zinc Cadmium Solids
(ul!/1) (non) (uwL) (ug/L) (u,ll) (mg/L)
<10 <50 <S.O <20 <0.30 <5.0
<10 <50 <5.0 <20 <0.30 <5.0
<10 <50 <5.0 <20 <0.30 5
<10 <50 <5.0 <20 <0.30 <5.0
<10 <50 <5.0 <20 <0.30 <5.0
<10 <50 <5.0 <20 <0.30 <5.0
<10 <50 <5.0 <20 <0.30 <5.0
<10 <50 14 <20 <0.30 <5.0
<10 <50 13 <20 0.56 <5.0
<10 <50 11 <20 <0.30 <5.0
<10 <50 <5.0 <20 <0.30 <5.0
<10 <50 35 <20 <0.30 19
<10 <50 6 <20 <0.30 <5.0
<10 70 <5.0 <20 <0.30 <5.0
<10 <50 <5.0 <20 <0.30 <5.0
<10 <50 <5.0 <20 <0.30 <5.0
<10 <50 <5.0 <20 <0.30 <5.0
<10 <50 <5.0 <20 <0.30 <5.0
<10 <50 <5.0 <20 <0.30 <5.0
<10 <50 <5.0 <20 <0.30 <5.0
<10 <50 <5.0 <20 <0.30 <5.0
<10 <50 <5.0 <20 <1 <5.0
<10 <50 160 <20 <0.30 <5.0
<10 <50 34 <20 <0.30 <5.0
<10 <50 250 <20 <0.30 58
<10 <200 85 <20 <0.30 <5.0
<10 <200 39 <20 <0.30 <5.0
<10 <50 17 <20 <0.30 <5.0
<10 <50 6.3 <20 <0.30 <5.0
<10 <50 <5.0 <20 <0.30 <5.0
<10 <50 <5.0 <20 <0.30 <5.0
<10 <50 <5.0 <20 <0.30 <5.0
<10 17 140 <20 <0.30 <5.0
<10 <50 10 <20 <0.30 <5.0
<10 <50 <5.0 <20 <0.30 <5.0
<10 <50 5.2 <20 <0.30 <5.0
<10 <50 15 <20 <0.30 <5.0
<10 <50 <5.0 <20 <0.30 <5.0
<10 <50 <5.0 <20 <0.30 <5.0
<10 <50 <5.0 <20 52 9.5
<10 <50 <5.0 <20 <().30 <5.0
<10 <50 <5.0 <20 <0.30 <5.0
<10 <50 5.0 <20 <0.30 <5.0
<10 72 520 31 <0.30 <5.0
<10 93 470 38 <0.30 <5.0
<10 <50 11 <20 <0.30 <5.0
<10 <50 110 <20 <0.30 <5.0
50 1000 50 5000
------ --
~---Chloro: 1, l -Dichloro--1, 1-Dichloro-Cis/trans~1~2-Methylene
Satllpfe Date furm ethane ethcne Dichloroethene chloride
Location (unll ) (u"") (unll) (ugil.) (ua/L)
LD Effluent 2/2512000 <I.0 6.2 <LO <1.0 <2.0
3/9/2000 <1.0 <1.0 <1.0 <1.0 <2.0
4n/2000 .. System Down Not Sampled
5/9/2000 <l.O <1.0 <1.0 <LO <2.0
6/9/2000 <l.0 <1.0 <1.0 <1.0 <2.0
717f2000 <l.0 <l.0 <LO <1.0 <2.0
8/3/2000 <1.0 <LO <1.0 <1.0 <2.0
912512000 <LO <LO <1.0 <1.0 <2.0
10/12/2000 <LO <LO <1.0 <1.0 <2.0
l/18/2001 •• System Down Not Sampled
4/24/2001 <l.O I <LO I <1.0 I <1.0 I <2.0 I 5/11/2001 <1.0 <l.0 <1.0 <1.0 <2.0
7/11/2001 .. System Down Not Sampled
10/18/2001 <LO <1.0 <1.0 <1.0 <2.0
l/16!2002 System Down Not Sampled
7/31/2002 System Down Not Sampled
10/30/2002 <1.0 <1.0 <1.0 <].0 <2.0
1/28/2003 System Down Not Sampled
3/14/2003 <LO <1.0 <1.0 <1.0 <2.0
4/3/2003 <1.0 <l.0 <l.O <1.0 <2.0
7110/2003 <LO <LO <1.0 <1.0 <l.O
10/30/2003 <LO <l.D <1.0 <1.0 <1.0
1/13/2004 <1.0 <1.0 <1.0 <2.0 <5.0 -Ir 4/5/2004 System Do"'n Not Sampled
612812004 System Suspended Not Sampled
1/27/2005 System Suspended Not Sampled
5/4/2005 System Suspended Not Sampled
RPS, I 3500 RPS: Rcmcd1ahon Peifonnance Standard
"-'q'~<-5<lfL•)LJ.
7 70 5
0
-----TABLE 3 (Page 4 of8)
EFFLUENT Analytical Results
LOWER DOCKERY
Macon Dockery Site
Richmond County Nocth Carolina
I, 1,1-Trichloro TrichJom-
ethane cthene Benzene Toluene
(ug/L) (ugil.) (w,/J) (ugil.J
2.6 <1.0 <1.0 <1.0
<LO <1.0 <1.0 <1.0
•• ••• System
<1.0 <1.0 <1.0 <1.0
<LO <1.0 <LO <1.0
<1.0 <1.0 <LO <1.0
<LO <1.0 <1.0 <l.0
<l.O <LO <I.0 <l.0
<1.0 <l.O <LO <1.0
•• ••• System
<1.0 <1.0 I <1.0 I <1.0
<1.0 <LO <1.0 <LO
•• . .. System
<LO <LO <1.0 <1.0
System
System
<1.0 <1.0 <LO <1.0
S}'Stem
<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 <LO <1.0
<1.0 <1.0 <1.0 <1.0
System
System
System
System
200 2.8 1000
.
Total
Xylenes Chromium
(u11/J.) (u11/J.)
<3.0 <JO
<3.0 <JO
Down
<3.0 <JO
<3.0 <10
<3.0 <JO
<3.0 <JO
<3.0 <10
<3.0 <10
Down
I <3.0 I <10
<3.0 <10
Down
<3.0 <JO
Do"n Not
Down Not
<3.0 <JO
Do•n Not
<20 <JO
<3.0 <JO
<3.0 <JO
<3.0 <JO
<20 <JO
Do\,;.n Not
Suspended Not
Suspended Not
Suspended Not
400 50
--l!!!!!!!I em
Suspended
Barium Manganese Zinc Cadmium Solids
(w,/J.) (ugil.) (ugil.) (u~IL) (mgil.)
<50 320 <20 <0.30 <5.0
<50 53 <20 <0.30 <5.0
Not Sampled . ..
<50 180 <20 <0.30 <5.0
<50 <5.0 <20 <0.30 <5.0
<50 100 <20 <0.30 <5.0
<50 <5.0 <20 <0.30 <5.0
<50 <5.0 97 <0.30 <S.O
<50 <5.0 97 <0.30 <S.O
Not Sampled • ••
I <50 I <5.0 I <20 I <0.30 I <5.0
<50 <5.0 <20 <0.30 <5.0
Not Sampled •••
<50 <5.0 <20 -<0.30 <5.0
Sampled
Sampled
<50 58 <20 <0.30 <5.0
Sampled
<50 <5.0 <20 <0.30 <5.0
<50 <5.0 <20 <0.30 <5.0
<50 <5.0 <20 <0.30 <5.0
<50 <5.0 <20 <0.30 <5.0
<50 <5.0 <20 <0.30 JO
Sampled
Sampled
Sampled
Sampled
1000 50 5000
----
Sample
Location
UMSAEfll~t
RPS
RPS:
NA
Cb!= l,t:Dichloro=
Date form """'" (up/L) (""'1,)
111711996 <1.0 <1.0
2/22/1996 <LO <LO
2/28/1996 <LO <LO
3/8/1996 <1.0 <LO
413/1996 <1.0 <1.0
5/3/1996 <1.0 <LO
6/5/1996 <1.0 <LO
7/1/1996 <1.0 <LO
7/30/1996 <l.O <l.O
9/4/1996 <1.0 <LO
10/1/1996 <LO <l.O
1 ln/1996 <l.O <LO
1215/1996 <1.0 <LO
1/6/1997 <l.0 <1.0
2/4/1997 <1.0 <l.O
3/12/1997 <1.0 <l.O
4/8/1997 <l.O <1.0
5/1211997 <l.0 <1.0
6/6/1997 <l.0 <1.0
11211991 <1.0 <1.0
8n/1997 <1.0 <1.0
9/5/1997 <1.0 <1.0
101211991 <1.0 <1.0
ll/13/1997 <1.0 <1.0
12/5/1997 <l.O <1.0
1/9/1998 <l.O <1.0
2/5/1998 <l.O <LO
3/5/1998 <1.0 <LO
4/3/1998 <1.0 <l.O
5nl1998 <1.0 <1.0
615/1998 <1.0 <1.0
7/9/1998 <l.O <1.0
8/7/1998 <l.O <1.0
9/10/1998 <1.0 <1.0
10/211998 <1.0 <1.0
11/411998 <1.0 <1.0
12/1/1998 <1.0 <1.0
J/11/1999 <1.0 <1.0
2/11/1999 <1.0 <1.0
3/5/199') <1.0 <1.0
418/1999 <1.0 <1.0
5113/1999 <LO <\.O
6/10/1999 <1.0 <1.0
7/8/1999 <1.0 <1.0
8/5/1999 <1.0 <1.0
9/9/1999 <1.0 <l.O
10/14/1999 <\.O <1.0
11/2/1999 <1.0 <1.0
1213/1999 <1.0 <1.0
' ,500
Rnnedialion Pfffomumce Standard
Not Analyzed
-- -
-1, -Dichloro-Cisltrans-1,2-Tetrachloro-
ethene Dichloroethene ethene
(""'1,) (""'1,) (u2/L)
<LO <l.O <1.0
<LO <1.0 <1.0
<LO <1.0 <1.0
<LO <1.0 <i.O
<l.O <1.0 <1.0
<LO <1.0 <1.0
<LO <1.0 <LO
<1.0 <1.0 <LO
<\.O <LO <LO
<1.0 <LO <1.0
<1.0 <l.O <1.0
<1.0 <I 0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <l.O <i.O
<1.0 <1.0 <l.O
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<l.O <LO <1.0
<l.O <LO <1.0
<LO <l.O <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
<LO <LO <1.0
<LO <1.0 <1.0
<LO <1.0 <1.0
<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
<1.0 <1.0 <1.0
<l.O <1.0 <1.0
<1.0 <LO <1.0
<1.0 <1.0 <LO
<LO <1.0 <1.0
<1.0 <1.0 <LO
<LO <1.0 <1.0
<LO <1.0 <1.0
<1.0 <1.0 <1.0
<l.O <LO <LO
7 70
-- - - -
TABLE 3 (Page 5 of 8)
EFFLUENT Analytical Results
UPPER MACON SOURCE AREA
Macoo Dockery Site
Richmond County, Nrolh Carolina .
1,1,l-Trichloro-Trichloro-. Vinyl
ethane ethene chloride Benzene
(""') (""'1,) (""'1,) (W!/L)
<1.0 <1.0 <LO <1.0
<1.0 <LO <1.0 <1.0
<1.0 <1.0 <l.O <1.0
<1.0 <l.0 <LO <1.0
<1.0 <1.0 <1.0 <1.0
<l.O <l.O <1.0 <1.0
<I.O <1.0 <l.0 <LO
<1.0 <1.0 <1.0 <LO
<l.O <1.0 <1.0 <LO
<1.0 <l.O <1.0 <1.0
<1.0 <LO <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <LO <LO <1.0
<1.0 <l.O <I.0 <l.O
<1.0 <1.0 <l.0 <I.O
<1.0 <1.0 <l.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 <LO <1.0 <1.0
<1.0 <LO <LO <1.0
<1.0 <1.0 <LO <1.0
<LO <LO <LO <1.0
<l.O <1.0 <l.O <1.0
<1.0 <1.0 <l.0 <J.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
<l.O <LO <LO <1.0
<1.0 <l.O <1.0 <1.0
<1.0 <1.0 <1.0 <LO
<1.0 <l.O <1.0 <l.O
<l.O <l.O <LO <1.0
<LO <l.0 <l.0 <1.0
<J'.O <LO <l.0 <LO
<l.O <l.O <l.0 <1.0
<1.0 <LO <l.0 <l.O
<l.O <LO <1.0 <l.O
<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 <1.0 <1.0 <1.0
<LO <l.O <LO <1.0
<1.0 <l.O <l.0 <1.0
<1.0 <1.0 <LO <1.0
<LO <1.0 <LO <1.0
<1.0 <1.0 <1.0 <LO
200 2.8
Toluene Chromium
(up/L) (""11)
<LO <JO
<LO <JO
<l.O <JO
<l.O <JO
<1.0 <JO
<1.0 <10
2.9 <10
<1.0 12
<1.0 <10
<1.0 11
<1.0 <10
<1.0 <JO
<1.0 <IO
<1.0 <10
<1.0 <10
<1.0 <10
<1.0 <JO
<LO 12
<1.0 <10
<1.0 <10
<1.0 11
<l.O <10
<1.0 <10
<1.0 <10
<1.0 <JO
<1.0 <10
<1.0 <10
<1.0 11
<1.0 <10
<LO <10
<1.0 <10
<LO <10
<LO <10
<LO <10
<1.0 <10
<LO 10
<l.O <10
<l.O <10
<l.O <10
<1.0 <10
<LO <10
<LO <10
<1.0 <JO
<1.0 <JO
<1.0 <ID
<1.0 <JO
<1.0 <10
<1.0 <10
<LO <10
1000 50
---
Suspended
Barium Manganese Zinc c.dmiwn Load M=wy SoliW
(""'1) (ug/L) (""1) (u•/L) (ug/L) (ug/L) (=")
120 120 <20 <0.30 <3.0 <.2 <5.0
120 70 <20 <0.30 <3.0 <.2 <5.0
130 51 <20 <0.30 <3.0 <.2 <5.0
120 37 <20 <0.30 <3.0 <.2 <5.0
110 27 <20 <0.30 <3.0 <.2 5
120 26 <20 <0.30 <3.0 <2 <5.0
130 22 <20 <0.30 <3.0 <.2 6
110 14 <20 <0.30 <3.0 NA <5.0
200 I 10 41 <0.30 9.2 NA 23
170 68 26 <0.30 66 NA 16
130 13 <20 0.47 <3.0 NA 24
140 13 <20 <0.30 <3.0 NA 26
170 17 <20 <0.30 <3.0 <0.20 5
200 46 25 <0.30 3.5 NA 120
160 29 <20 <0.30 <3.0 NA 8
130 30 <20 <0.30 <3.0 NA <5.0
200 30 <20 <0.30 <3.0 NA 7
210 95 35 <0.30 <3.0 NA 100
240 74 <20 <0.30 <3.0 NA <5.0
180 41 <20 <0.30 <3.0 NA <5.0
230 250 40 <0.30 4.8 NA NA
130 27 <20 <0.30 <3.0 NA 22
185 31.5 <20 <0.30 <3.0 NA 11
129 84.2 <20 <I <3.0 NA 8
150 160 26 <0.30 6.5 NA <5.0
180 33 <20 <0.30 <3.0 NA <5.0
200 20 <20 <0.30 <3.0 NA 6
210 160 25 <0.30 4.1 NA <5.0
<200 64 <20 <0.30 <3.0 NA <5.0
210 310 29 <0.30 5 NA 13
160 46 <20 <0.30 <3.0 NA <5.0
240 110 <20 <0.30 <3.0 NA <5.0
190 37 <20 <0.30 <3.0 NA <5.0
200 56 <20 <0.30 <3.0 NA 33
190 110 <20 <0.30 <3.0 NA 12
220 450 48 <0.30 4.6 NA 180
160 68 <20 <0.30 <3.0 NA <5.0
150 120 <20 <0.30 <3.0 NA <5.0
230 120 22 <0.30 <3.0 NA <5.0
180 100 25 <0.30 <3.0 NA <5.0
170 72 <20 <0.30 <3.0 NA <5.0
170 66 <20 36 <3.0 NA 8.5
180 100 <20 <0.30 <3.0 NA <5.0
170 160 <20 <0.30 3.3 NA <5.0
140 13 <20 <0.30 8.7 NA <5.0
150 340 24 <0.30 <3.0 NA <5.0
200 37 <20 <0.30 <3.0 NA <5.0
180 13 <20 <0.30 <3.0 NA <5.0
180 18 <20 <0.30 <3.0 NA <S,O
1000 50 15 1.1
Sample
Location
RPS
RPS
NA:
---
-------
Chlo= 1,1-Dichloro-
Th,~ form e>hru,o
(=fl) (ug'L)
']JJ6/2(X)() <1.0 <LO
3/9/2000 <l.0 <1.0
4/7/2000 <1.0 <1.0
5/8/2000 <1.0 <1.0
6/9/2000 <1.0 <1.0
1n12CXJO <\.O <1.0
8/112000 <1.0 <LO
9125/2(00 <LO <LO
10/12/2000 <1.0 <1.0
J/18/2001 <1.0 <1.0
5/3/2001 <l.0 <1.0
7/11/2001 <l.0 <1.0
1011snoo1 <1.0 <1.0
12/28/2001 <l.O <1.0
1/15/2002 <\.O <LO
713onoo2 <l.0 <1.0
10/30/2002 <1.0 <1.0
1/28/2003 NOT
3/14/2003 <\.O <1.0
413/2003 <J.0 <1.0
7/1Dn003 <1.0 <1.0
I0/30/2003 <1.0 <1.0
1/13/200:f <J.0 <1.0
4/5/2004 <1.0 <1.0
6/28/2004 <1.0 <1.0
10/21/2004 <1.0 <1.0
1/27/2005 <1.0 <1.0
51412005 <l.0 <1.0
3500
R.emedillim Perfonunce SlB:nd3rd
Not Analyzed
-
-
I, -Didtloro-
ethene
(ug'L)
<1.0
16
<l.O
<1.0
<1.0
9.9
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
SAMPLED
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
12
7
----- -- -
Cis/trans--1,2-Tetrachloro-
Dichloroethene ethene
(uofl.) (uofl)
<1.0 <1.0
<LO LO
<1.0 <1.0
<LO <1.0
<LO <LO
<LO <LO
<l.O <1.0
<LO <l.O
<1.0 <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 <i.O
<1.0 <1.0
SYSlB,.,f DOWN
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<2.0 <1.0
<2.0 <1.0
<2.0 <1.0
<2.0 <1.0
<2.0 <1.0
<1.0 <1.0
70
TABLE 3 (Page 6 of 8)
EFFLUENT Analytical Results
UPPER MACON SOURCE AREA
Macon Dockery Site
--Richmond Courity--;-Nioth ·carolin0-
I, l, 1-Trichloro-Trichloro-Vinyl
""''" ethene chloride Benzene
(uofl) (ug'L) (ug'L) (uofl)
<1.0 <1.0 <1.0 <1.0
2.6 <1.0 <l.0 <1.0
<1.0 <1.0 <1.0 <LO
<1.0 <1.0 <1.0 <l.O
<1.0 <1.0 <1.0 <l.O
14 <1.0 <LO <1.0
<l.O <1.0 <LO <1.0
<LO <1.0 <LO <1.0
<1.0 <LO <1.0 <1.0
<l.O <1.0 <LO <1.0
<l.O <l.0 <l.O <1.0
<1.0 <l.O <1.0 <1.0
<1.0 <l.O <I.0 <1.0
<l.O <1.0 <1.0 <1.0
<1.0 <l.0 <1.0 <1.0
<1.0 <1.0 <1.0 <LO
<1.0 <1.0 <1.0 <1.0
NOT
<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
<1.0 <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 <1.0 <1.0
<1.0 <1.0 <LO <1.0
200 2.8
Toluene Chromium Barium
(ug'L) (ug'L) (ug'L)
<1.0 <10 240
<1.0 <JO 230
<1.0 <10 2\0
<1.0 <JO 410
<LO <JO ISO
<LO <JO 220
<LO <JO 190
<LO <JO 280
<1.0 14 \BO
<1.0 <10 200
<1.0 28 440
<1.0 15 360
<1.0 60 450
<1.0 JI 360
<LO <JO 360
<LO 21 370
<l.O 20 370
SAMPLED SYSTEM
<LO 17 410
<1.0 II 350
<LO <JO 370
<LO <JO 360
<l.O 76 400
<l.O <JO 230
<1.0 <JO 160
<1.0 <JO ISO
<1.0 <JO 170
<1.0 NA 140
1000 50 1000
--I!!!!!
Suspended
M""""""' Zinc c.dmium Le,d M=wy Solids
(ug'L) (uofl) (uofl) (uofl) (uofl) (rno'L)
300 40 <0.30 5.3 NA 130
47 <20 <0.30 <3.0 NA 5.0
40 <20 <0.30 <3.0 NA <5.0
54 <20 <0.30 <3.0 NA <5.0
61 <20 <0.30 <3.0 NA <5.0
250 32 <0.30 3.8 NA <5.0 so <20 <0.30 4.1 NA 38.0
8.3 <20 <0.30 <3.0 NA <5.0
84 <20 <0.30 3.7 NA 6.0
36 <20 <0.30 <3.0 NA 8.5
350 29 <0.30 19 NA <5.0
110 <20 <0.30 3.7 NA 38
900 47 <0.30 21 NA <5.0
110 <20 <0.30 <3.0 NA 8.0
35 <20 <0.30 <3.0 NA 8.0
130 <20 <0.30 3.0 NA 11.0
98 <20 <0.30 4.0 <0.20 6.0
DOWN
240 43 <0.30 480 <0.20 <5.0
44 <20 <0.30 280 <0.20 7
71 <20 <0.30 <3.0 <0.20 42
170 120 <0.30 <3.0 <0.20 <5.0
1800 210 0.47 62 NA 23
64 <20 <0.30 <3.0 NA 33
6.2 <20 <0.30 <3.0 NA <5.0
JB <20 <0.30 <3.0 NA <5.0
8.5 <20 <0.30 <3.0 NA <5.0
NA <20 <0.30 <1.5 NA <5.0
50 5000 15
-- -- -- - ----TABLE 3 (Page 7 of8)
EFFLUENT Analytical Results
UPPER/LOWER MACON
Macon Dockery Site
Richmond County, North Caroline. ---
---Chloro--1,1-Dichloroc l;l~Dichloro-Cisltr1L115-I ,2-Methylene Tetmchloro-I, 1, 1-Trichloro-Trichloro-
Sample Date fonn ethane ethcne Dichlorocthene chloride cthcne ethane ethme Toluene
Location (""'1) (.,.tL) (wd!) (u,/L) (u,/L) 1""'1) (""'1) (""'1) (w,L)
U/L Effluent 2/2411996 <1.0 <LO <LO <1.0 <2.0 <1.0 <1.0 <1.0 <1.0
1125/1996 <l.O <1.0 <1.0 <1.0 <2.0 <1.0 <LO <LO <LO
2/28/\996 <LO <1.0 <l.O <1.0 <2.0 <1.0 <1.0 <1.0 <LO
318/\996 <LO <1.0 <1.0 <1.0 <2.0 <LO <l.O <LO <1.0
3/16/1996 <LO <1.0 <l.O <LO <2.0 <LO <1.0 <l.O <1.0
4/3/1996 <l.O 1.8 <1.0 1.6 <2.0 <l.O <1.0 1.9 <1.0
513/1996 <1.0 <1.0 <LO <l.O <2.0 <1.0 <1.0 <l.0 <LO
61511996 <1.0 <1.0 <1.0 <1.0 <2.0 <LO <LO <1.0 2 I
11111996 <1.0 <1.0 <1.0 <1.0 <2.0 <1.0 <1.0 <1.0 <1.0
7/30/1996 <1.0 <LO <1.0 <1.0 <2.0 <LO <1.0 <1.0 <1.0
9/4/1996 <1.0 <1.0 <l.O <1.0 <2.0 <1.0 <1.0 <LO <I.O
10/1/1996 <1.0 <1.0 <1.0 <1.0 <2.0 <LO <l.O <1.0 <I 0
lln/1996 <l.O <LO <l.O <1.0 <2.0 <LO <1.0 <LO <1.0
12/5/1996 <1.0 <1.0 <1.0 <1.0 <2.0 <1.0 <1.0 <l.O <1.0
11611997 <LO <LO <l.O <LO <2.0 <LO <1.0 <1.0 <1.0
2/4/1997 <LO <l.O <1.o <1.0 <2.0 <LO <1.0 <1.0 <1.0
3/12/1997 <LO <1.0 <1.0 <1.0 <2.0 <1.0 <LO <1.0 <1.0
418/1997 <LO <l.O <l.O <1.0 <2.0 <1.0 <1.0 <LO <1.0
5li2/1997 <LO <1.0 <I.O <1.0 <2.0 <1.0 <l.O <l.0 <1.0
61611997 <1.0 <1.0 <l.O <1.0 <2.0 <LO <l.O <1.0 <1.0
71211997 <l.O 2.4 <l.O 1.8 <2.0 <1.0 <LO <J.0 <1.0
712511997 NA NA NA NA NA NA NA NA NA
8/7/1997 <1.0 <1.0 <l.O <l.O <2.0 <1.0 <1.0 <1.0 <1.0
915/1991 <1.0 <1.0 <1.0 <LO <2.0 <1.0 <LO <1.0 <1.0
\0/2/1997 <LO <1.0 <1.0 <LO <2.0 <1.0 <1.0 <LO <1.0
l J/13/1997 <LO <1.0 <LO <I.O <2.0 <1.0 <l.O <l.0 <1.0
12/5/1997 <1.0 <1.0 <1.0 <1.0 <2.0 <1.0 <1.0 <1.0 <1.0
1/9/1998 <1.0 <1.0 <1.0 <1.0 <2.0 <1.0 <1.0 <1.0 <LO
2/5/1998 <1.0 <1.0 <LO <1.0 <2.0 <1.0 <1.0 <1.0 <1.0
3/5/1998 <1.0 <1.0 <1.0 <1.0 <2.0 <LO <1.0 <1.0 <l.O
4/3/1998 <1.0 <1.0 <1.0 <1.0 <2.0 <1.0 <1.0 <1.0 <1.0
51711998 <1.0 <1.0 <1.0 <1.0 <2.0 <1.0 <1.0 <1.0 <1.0
61511998 <1.0 <1.0 <1.0 <1.0 <2.0 <1.0 <LO <1.0 <1.0
719/1998 <1.0 <1.0 <1.0 <1.0 <2.0 <l.O <LO <1.0 <1.0
81711998 <1.0 <1.0 <1.0 <1.0 <2.0 <l.0 <1.0 <1.0 <1.0
9110/1998 <l.O <1.0 <l.O <1.0 <2.0 <1.0 <J.O <LO <LO
10/2/1998 <1.0 <1.0 <LO <1.0 <2.0 <1.0 <1.0 <1.0 <LO
11/4/1998 <l.0 <1.0 <1.0 <1.0 <2.0 <1.0 <1.0 <1.0 <1.0
1211/1998 <l.0 <1.0 <l.O <LO <2.0 <1.0 <l.O <l.O <LO
l/11/1999 <l.O <1.0 <1.0 <1.0 <2.0 <1.0 <1.0 <1.0 <l.O
1/11/1999 <l.O <1.0 <l.O <l.O <2.0 <LO <1.0 <LO <!.O
3/5/1999 <1.0 <l.O <1.0 <1.0 <5.0 <1.0 <1.0 <LO <LO
418/1999 <1.0 <LO <LO <1.0 <2.0 <1.0 <1.0 <1.0 <LO
5/13/1999 <1.0 <LO <1.0 <LO <2.0 <1.0 <1.0 <1.0 <1.0
6'10/1999 <1.0 <LO <1.0 <LO <2.0 <1.0 <1.0 <1.0 <LO
RPS: 3500 7 70 2.8 l000
RPS: Rcmediatioo Pcrfonnancc Sandard
NA: Not Analyzed
- ----!!!!5
Suspended
Ouonuum Barium Manganese Zinc Cadmium Lead Solids
(ug1L) (,wfl) (uofl) /uofl .\ (nofl) (u<>fl ) (mglL)
<10 83 150 150 <0.30 3.7 <5.0
<10 90 160 170 <0.30 3.6 <5.0
<10 <50 32 59 <0.30 <3.0 8
<10 <50 39 56 <0.30 <3.0 <5.0
<10 <50 31 51 <0.30 <3.0 <5.0
<10 <50 44 54 <0.30 3.6 10
<10 31 JO 21 <0.30 <3.0 <5.0
<10 <50 7.5 <20 <0.30 <3.0 <5.0
<JO <50 <5.0 <20 <0.30 <3.0 <5.0
<JO <50 <5.0 <20 <0.30 <3.0 <5.0
<10 <50 <5.0 <20 <0.30 <3.0 <5.0
<10 <50 <5.0 <20 <0.30 <3.0 24
<10 <50 <5.0 <20 <0.30 <3.0 <5.0
<10 <50 <5.0 <20 <0.30 <3.0 <5.0
<JO <50 <5.0 <20 <0.30 <3.0 <5.0
<JO 39 <5.0 <20 <0.30 <3.0 8
<JO <50 <5.0 <20 <0.30 <3.0 <5.0
<10 <50 <5.0 <20 <0.30 <3.0 <5.0
<10 <50 <5.0 <20 <0.30 <3.0 <5.0
<10 <50 <5.0 <20 <0.30 <3.0 <5.0
<JO <50 79 <20 <0.30 <3.0 <5.0
NA NA 36 NA <0.30 NA NA
<10 <50 5.4 <20 <0.30 3.1 NS
<10 <50 <5.0 <20 <0.30 <3.0 <5.0
<10 <50 6.3 <20 <0.30 <3.0 25
<10 <50 <5.0 <20 <0.30 <3.0 <5
<JO <50 <5.0 <20 <0.30 <3.0 <5
<10 <50 <5.0 <20 <0.30 <3.0 <5
<10 56 <5.0 <20 <0.30 <3.0 <5
<JO <200 <15 <20 <0.30 <3.0 <5.0
<JO <200 <5.0 <20 <0.30 <3.0 <5.0
<10 <50 <5.0 <20 <0.30 <3.0 NA
<JO <50 <5.0 <20 <0.30 <3.0 <5.0
<JO <50 <5.0 <20 <0.30 <3.0 <5.0
<10 <50 9.2 <20 <0.30 <3.0 <5.0
<JO <50 6.7 <20 <0.30 <3.0 <5.0
<10 JI <10 <20 <0.30 <3.0 <5.0
<JO <50 6.2 <20 <0.30 <3.0 <5.0
<JO <50 <5.0 <20 <0.30 <3.0 <5.0
<JO <50 <5.0 <20 <0.30 <3.0 <5.0
<10 <50 <5.0 <20 <0.30 <3.0 <5.0
<JO <50 <5.0 <20 <0.30 <3.0 <5.0
<10 <50 <5.0 <20 <0.30 <3.0 <5.0
<10 <50 <5.0 <20 <0.3Q <3.0 <5.0
<JO <50 <5.0 <20 <0.30 <3.0 <5.0
50 JOOO 50 5000 , 15
-------- - - -
Sample
Location
U/L Effiuent
RPS:
RPS:
NA:
--~ Chl□ro--I; I 0Dichloro-
Date fmm ethane
(ug/l.) (ug/l.)
7/8/1999 <1.0 <1.0
815/1999 <1.0 <1.0
919/1999 <1.0 <LO
10114/1999 <1.0 <1.0
11/3/\999 <1.0 <1.0
]2/3/1999 <1.0 <1.0
211712000 <1.0 <l.0
319/2000 <1.0 <l.O
4l7nOCXl <1.0 <1.0
51812000 <1.0 <LO
6/9/2000 <1.0 <LO
717/2000 <1.0 <LO
8/2/2000 <J.0 <LO
9125120CXJ <1.0 <:1.0
l Q_I J 2/2000 <1.0 <:\.O
1/18/2001 ... Not
4,'24/2001 <1.0 <:I.O
5/3/2001 <1.0 <1.0
7/20/2001 <LO <1.0
l0/18/2001 <LO <1.0
12/28/2001 <l.0 <l.O
J/15/2002 <LO <l.O
7/31/2002 Not
10/30/201.)2 <LO <LO
\/28/2003 <LO <LO
413/2003 <LO <1.0
7/10/2003 <1.0 <LO
10/30/2003 <l.O <LO
\/13/200-I <1.0 <LO
4/5/2004 <LO <LO
61'28/200-I Not
J0!2l/2004 <1.0 <1.0
\/17/2005 <1.0 <1.0
514/2005 <LO <1.0
,,oo
Remediatiai PerfonnanC\': Standard
NotAnaly-zed
1,1-Didtloro-Cisitraru-1,2-
ethene Dichloroethene
(ug1L) (w,/1)
<1.0 <LO
<1.0 <1.0
<1.0 <LO
<1.0 <1.0
<1.0 <1.0
<LO <1.0
<1.0 <!.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
<l.O <1.0
<1.0 <1.0
Sampled
<1.0 <LO
<1.0 <1.0
<1.0 <1.{1
<1.0 <l.O
<LO <l.O
<1.0 <l.O
Sampled
<1.0 <LO
<1.0 <1.0
<1.0 <1.0
<1.0 <l.O
I <LO
9.8 <2.0
<l.O <2.0
Sampled
8.5 LO
<1.0 <2.0
<1.0 <l.O
7 70
Methylene
chloride
(wall.)
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
System
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
System
<2.0
<2.0
<~.o
<2.0
<~.O
<5.0
<5.0
System
<5.0
<2.0
<1.0
TABLE 3 (Page 8 of 8)
EFFLUENT Analytical Results
UPPER/LOWER MACON
Macon Dockery Site
Richmond County. Nonh Carolina
..
Te1n1.chloro-l,l,1-Trichloro--Trichloro-
ethene ethane ethme
(ug/l.) (ugil.) (""L)
<1.0 <1.0 <1.0
<1.0 <l.O <LO
<1.0 <l.O <1.0
<l.0 <LO <1.0
<1.0 <1.0 <1.0
<1.0 <l.O <10
<l.O <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
<LO <LO <1.0
<I 0 <LO <1.0
<10 <LO <1.0
DO\vn ... ...
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<LO <l.O <1.0
<1.0 <l.O <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
Down
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <LO
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
1.9 <1.0 <1.0
1.6 <1.0 <1.0
00\!,ll
l.3 <1.0 <1.0
<1.0 <1.0 <1.0
<LO <1.0 <1.0
200 2.8
Toluene
(ug/L)
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<]0
<l.O
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<LO
<LO
<l.O
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<LO
<l.O
<1.0
1000
-----I!!!!! e:m
Suspended
Chromium Barium Manganese Zinc Cadmium Lead Solids
(""") (ug/l.) (ug/L) (ug/l.) (ug/l.) (ug'].) (mg'].)
<10 <50 <5.0 <20 <0.30 <3.0 <5.0
<10 <50 47 <20 <0.30 3.7 <5.0
<10 <50 <5.0 <20 <0.30 <3.0 <5.0
<10 <50 <5.0 <20 <0.30 <3.0 <5.0
<10 <50 <5.0 <20 <0.30 <3.0 <5.0
<10 <50 <5.0 <20 <0.30 <3.0 <5.0
<JO <50 <5.0 <20 <0.30 <3.0 <5.0
<10 <50 <5.0 <20 <0.30 <3.0 <5.0
<10 <50 <5.0 <20 <0.30 <3.0 <5.0
<10 <50 <5.0 <20 <0.30 <3.0 <5.0
<10 <50 <5.0 <20 <OJO <3.0 <5.0
<10 <50 20 <20 <0.30 <3.0 <5.0
<10 <50 <5.0 <20 <0.30 <3.0 <5.0
<JO <50 <5.0 27 <0.30 <3.0 <5.0
<10 <50 <5.0 <20 <0.30 <3.0 <5.0
Not Sampled System Do= ...
<10 <50 <5.0 <20 <0.30 <3.0 <5.0
<10 <50 <5.0 <20 <0.30 <3.0 <5.0
<10 <50 <5.0 <20 <0.30 <3.0 <5.0
<10 <50 <5.0 <20 <0.30 <3.0 <5.0
<JO <50 <5.0 <20 <0.30 <3.0 <5.0
<10 <50 <5.0 <20 <0.30 <3.0 <5.0
Not Sampled Systan Do=
<10 64 <5.0 <20 <OJO <3.0 <5.0
<10 <50 30 <20 <0.30 7.5 7
<10 <50 II <20 <0.30 <3.0 <5.0
<10 <50 30 <20 <0.30 <3.0 <5.0
<10 <50 18 <20 <0.30 <3.0 <5.0
<10 <50 29 24 <0.30 <3.0 20
<JO <50 <5.0 <20 <0.30 <3.0 <5.0
Not Sampled System Down
<IO <50 <5.0 <20 <0.30 <3.0 <5.0
<JO <50 <5.0 <20 <0.30 <3.0 <5.0
NA 30 NA <20 <0.30 <LS <5.0
50 1000 50 5000 5 15
---- -
----
I. 1 -Dichloro-1,1 -Dichloro
Sample Date ethane cthcne
Location (""") (.,.J!)
UO Influent 2/13/1996 4.8 150E
2/13/1996 7.7 130
2/14/1996 4.3 89E
2/14/1996 6.5 100
2/14/1996 4.4 120E
2/14/1996 4.0 110
2/15/1996 4.5 130E
2/1511996 5.5 140
2116/1996 7.5 160
2/17/1996 5.7 JBOE
211711996 5.5 120
2/22/1996 5.4 !SOE
2/2211996 4.9 96
2/28/1996 6.4 200E
2/28/1996 6.8 240
3/8/1996 5.2 130
41311996 3.6 160£
41311996 3 92
5/3/1996 4 130
61511996 2 IIO
7/1/1996 2 77
8/1/1996 6.1 220
l ln/1996 <IO 240
I ln/1996 NA NA
'))5/1997 <25 100
5/1411997 <l.O 56
8n/1997 <LO 39
11/13/1997 <2 88
2/5/1998 <l.O 74
5n/1998 <5.0 110
7/9/1998 <5.0 69
8nt1998 <5.0 120
11/4/1998 <5.0 140
2/11/1999 <5.0 75
5/12/1999 <5.0 110
8/511999 <5.0 110
l J/3/1999 <5.0 150
519nooo <5.0 64
8/3/2000 <5.0 62
1/18/2001 <5.0 76
711 l/2001 IO 68
1/16/2002 <5.0 82
7/31/2002 <IO 220
1/28/2003 NOT
7/1Qn003 <5.0 160
1/13/2004 5.8 98
6/28/2004 6.6 120
1/27/1005 10 73
Remediation Performance Sta 3500 7
- - --- - -TABLE 4 (Page 1 of 5)
Influent Analytical Results
Upper Dockery
Macon/Dockery Site
Richmond County, North Carolina
Cisltrans-1,2-Tetrachloro-I, 1, 1-Trichloro-Trichloro-TOia!
Dichloroethene <'hmc cthm,c c:thlene Toluene Xylenes Acetone
("'"-) ("'"-) (""'1) (ug/L) (ug/L) (""'1,) (ug/L)
1.3 1.3 54 8 3 3.1 <IO
<1.0 <1.0 33 <l.O <LO <3.o <IO
12 <\.O 55 4.5 <1.0 <3.0 <IO
<l.O <1.0 34 5.3 <LO <3.0 <IO
14 1.3 50 7.9 <l.O <3.0 <IO
<1.0 <LO 48 7.8 <l.0 <3.0 <IO
12 1.4 54 8.3 <1.0 <3.0 <10
2 <l.O 56 8.6 2.8 <3.0 <IO
<1.0 <1.0 64 lO <1.0 <3.0 <IO
L7 2.1 62 9.4 <LO <3.0 <IO
<1.0 <1.0 42 6.4 <1.0 <10 <10
14 <LO 52 5.7 <1.0 <3.0 <10
<l.O <LO 48 5.5 <1.0 <3.0 <IO
19 I 19 5.3 <1.0 <3.0 <10
<1.0 <1.0 50 <1.0 <1.0 <3.0 <IO
L7 <1.0 55 3.8 <1.0 <3.0 <IO
LI 1-6 38 5.6 <1.0 <3.0 <10
<1.0 <1.0 25 3.9 <1.0 <3.0 <IO
<l.O <1.0 38 4.8 <1.0 <3.0 <IO
<l.O <1.0 5.2 <1.0 2.8 <3.0 <IO
<l.O <1.0 25 3.6 <1.0 <3.0 <10
<5.0 <5.0 52 5.7 <5.0 <15 <50
<IO <IO 54 <10 <10 <30 2100
NA NA NA NA NA NA 150"'
<25 <25 31 <25 <25 <75 <250
<1.0 <l.O 16 3.5 <1.0 <3.0 <IO
<1.0 <!.O 13 22 <J.O <3.0 <IO
<2 <2 16 4.2 <2 <6 <20
<l.O <1.0 18 7.3 <1.0 <3.0 <IO
<5.0 <5.0 24 <5.0 <5.0 <15 IIO
<5,0 <5.0 17 <5.0 NS NS NS
<5.0 <5.0 20 6.4 <5.0 <5.0 <50
<5.0 <5.0 21 <5.0 <5.0 <15 <50
<5.0 <5.0 13 7.0 <5.0 <15 <50
<5.0 <5.0 20 9.4 <5.0 <15 <50
<5.0 <5.0 23 5.0 <5.0 <15 <50
<5.0 <5.0 26 5.0 <5.0 <15 <50
<5.0 <5.0 8.9 <5.0 <5.0 <15 <50
<5.0 <5-0 IO <5.0 <5.0 <15 <50
<5.0 <5.0 12 <5.0 <5.0 <15 <50
<5.0 <5.0 14 9.9 <5.0 <15 <50
<5.0 <5.0 9.8 <5.0 <5.0 <15 <50
<IO <IO 21 <10 <IO <30 <100
SAMPLED SYSTEM DOWN
<5.0 <5.0 14 5.7 <5.0 <15 <50
<IO <5.0 5.5 24 <5.0 <IO <120
<10 <5.0 7.9 19 <5.0 <IO <120
7.3 <3.0 4.6 20 <2.0 <3.0 <IO
70 I 200 2.8 1000 4(0 3500
---Ii!!!!! l!l!9
--------
Chromium Barium Manga-nese Zinc Le&! Suspend~d Solids
(ug/L) (=nJ (ug/L) (ug/L) ("·") (rnon)
20 92 64 33 3.1 51
<10 <50 <5.0 <20 <3.0 <jQ
12 53 14 <20 <3.0 52
<IO <50 <5.0 <20 <3.0 <5.0
11 54 14 <20 <3.0 <5.0
<IO <50 <5.0 <20 <3.0 <5.0
19 81 53 <20 <3.0 <5.0
<IO <50 <5.0 <20 <3.0 <5.0
II 57 11 <20 <3.0 <5.0
<10 55 12 <20 <3.0 ' <IO <50 <5.0 <20 <3.0 <5.0
13 <50 13 <20 <3.0 <5.0
<IO <50 <5.0 <20 <3.0 <5.0
II <50 7.7 <20 <3.0 <5.0
<IO <50 <5.0 <20 <3.0 <5.0
<IO <50 <5.0 <20 <3.0 • 11 52 <5.0 <20 <3.0 <5.0
<10 <50 <5.0 <20 <3.0 <5.0
16 58 <5.0 <20 <3.0 <5.0
<10 <50 <5.0 <20 <3.0 <S.O
<IO <50 <5.0 <20 <3.0 5
II <50 5.5 <20 <3.0 IO
19 61 9.5 <20 <3.0 <5.0
NA NA NA NA NA NA
12 51 <5.0 <20 <3.0 <5.0
<10 58 5.3 <20 <3.0 <5.0
<10 <50 <5.0 <20 <3.0 <5.0
14.7 55.6 10.3 <20 <3.0 <5.0
42 65 78 <20 <3.0 36
16 50 58 <20 <3.0 <5.0
NS NS NS NS NS NS
13 50 <5.0 <20 <3.0 <5.0
23 93 61 <20 <3.0 %
11 62 <5.0 <20 <3.0 80
13 59 7.2 <20 <3.0 38
14 66 <5.0 <20 8.9 <5.0
13 60 <5.0 <20 <3.0 <5.0
14 65 <5.0 <20 <3.0 <5.0
<IO 77 <5.0 <20 <3.0 <5.0
<IO 110 32 -<20 <3.0 <S.O
31 110 74 <20 3.3 210
<IO 93 6.5 <20 <3_0 <5.0
<IO 54 <5.0 <20 <3.0 ' NOT SAMPLED SYSTEM DOWN
<IO 91 6.1 <20 <3.0 <5.0
<IO 52 <5.0 <20 <3.0 9
IO 54 <5.0 <20 <3.0 <5.0
<IO " <5.0 <20 <3.0 <5.0
50 1000 50 5000 15
---
Sample Date
Location
LD lnflucot 2/13/1996
2/14/1996
2/14/1996
2/14/1996
2/1411996
2/15/1996
2/16/1996
2/22/1996
2/28/1996
2/28/19%
3/8/1996
4/3/1996
5/3/1996
6/5/1996
8/l/1996
11/1/19%
3/1211997
5/14/1997
sn/1997
11/13/1997
2/5/J99g
517/1998
8nll99!
I 1/411998
•1111199
5/12/199;1
8/5/1999
i!/2/199)
51912<:iX)
8/3/2000
lfl 8/2001
7/11/2001
9/21/2001
1/16/2002
7131/2002
In8/2003
3/14/2003
7/10/2003
111312()(»
6128/2()(.'4
Remediatmn Performance Stai
NA • Not Analyzed
dtloroforrn
(,g'L)
l.l
1.3
<1.0
1.6
<1.0
1.2
3.3
2.5
1.2
<1.0
2
<1.0
<l.0
<1.0
<2.0
<2.0
<5.0
<LO
<1.0
<LO
<1.0
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
•• ..
<l.0
<J.0
<LO
<1.0
ug/L -micrograms per liter
DUP -Duplicate
---
I.I -Dichloro. 1.1 -Dichla-o-
ethane ethene
(,g'L) ("on)
80 33
!JOE 43
80 13
94E 39
64 16
82 32
95 35
5.8 100
93E 33
92 35
110 47
79 36
71 30
67 32
83 27
69 28
66 21
62 25
47 15
33 13
34 7.4
32 8.2
39 7.6
34 73
22 4.6
29 5.0
22 3.6
14 2.6
20 2.9
23 2.5
System Down
System Down
I <1.0 I <1.0 I
System Down
System Down
System Down
18 4.5
8.9 <1.0
6.5 <1.0
System Suspended
3500 7
-
Cis/tram-1,2-
Dichloro-cthene
("on)
<l.O
<1.0
<1.0
1.8
22
1.7
2.6
<LO
<1.0
<1.0
<1.0
<1.0
1.7
l.l
<4,0
<2.0
<5.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
Not
Not
<1.0 I
Not
Not
Not
<1.0
<1.0
<2.0
Not
70
-- --
TABLE 4 (Page 2 of 5)
Influent Analytical Results
Lower Dockery
--Macon/Doc~ery Site-
Richmond County, North Carolina
Methylene 1,1,1-Tricltloro-Trichloro-
chloride '"""' cthlene Ben=•
("on) ("on) (,g'L) (""")
<2.0 40 6.4 <2.0
<2.0 37 8.6 <2.0
<2.0 15 <5.0 <2.0
1.7 39 9 <2.0
2.5 18 6.6 <2.0
<2.0 29 8.4 <2.0
<2.0 31 8.7 <2.0
<2.0 54 5.2 1.8
<2.0 30 7.4 <2.0
<2.0 30 6.4 <2.0
<2.0 34 6.7 <2.0
<2.0 28 6.6 <2.0
<2.0 40 5.4 <2.0
2 42 5.2 <2.0
<2.0 54 5.9 <2.0
<4.0 38 5.8 <2.0
<10 23 <5.0 <5.0
<2.0 23 6.2 <1.0
<2.0 18 4.1 <1.0
<2.0 12 3.5 <1.0
<2.0 14 2.5 <1.0
<2.0 13 3.6 <1.0
<2.0 13 2.6 <1.0
<2.0 9.4 1.9 <1.0
<2.0 6.8 1.8 <1.0
<2.0 11 2.0 <1.0
<2,0 10 1.3 <!.0
<2.0 4.4 LO <LO
<2.0 7.4 <l.O <1.0
<2.0 12 <1.0 <1.0
Sampled •• •••
Sampled .. •••
<2.0 I <1.0 <1.0 <1.0
Sampled
Sampled
Sampled
<2.0 5.1 LI <LO
<1.0 1 <1.0 <LO
<5.0 <1.0 <LO <1.0
Sampled
200 2.8
- -- ---
Total Suspended
Toluene Xylenes Chromium Barium Manga-oese Zmc Cadmi= Solids
("WI,) (u"'1,) (,g'L) (w,/1) ("WI,) (,g'L) ("WI,) (=II)
17 <3.0 <JO <50 260 270 <0.30 <5.0
8.3 <3.0 <JO <50 250 120 <0.30 <5.0
<2.0 <3.0 <10 <50 <5.0 <20 <0.30 <5.0
8.3 <3.0 <JO <50 240 110 <0.30 <5.0
6.5 <3.0 <10 <50 <5.0 <20 <0.30 <5.0
5.3 <3.0 <10 <50 200 84 <0.30 <5.0
4.3 <3.0 <10 <50 190 81 <0.30 <5.0
13 3.4 14 <50 240 240 <0.30 <5.0
1.3 <3.0 <10 <50 120 77 <0.30 8
<2.0 <3.0 <JO <50 <5.0 <20 <0.30 <5.0
<2.0 <3.0 <JO <50 95 30 <0.30 <5.0
<2.0 <3.0 <10 <50 160 39 <0.30 <5.0
<2.0 <3.0 <10 16 63 200 0.91 <5.0
2-5 <3.0 <10 <50 230 46 <0.30 <5.0
<2.0 <6.0 <10 <50 110 <20 <0.30 5
<2.0 <6.0 <10 <50 230 <20 <0.30 <5.0
<5.0 <15 <10 <50 76 <20 <0.30 <5.0
<1.0 <3.0 <10 <50 150 <20 <0.30 <5.0
<1.0 <3.0 <10 <50 130 <20 <0.30 <5.0
<1.0 <3.0 <10 <50 200 <20 <1 <5.0
<LO <3.0 <10 <50 340 <20 <030 71
<LO <3.0 <10 <50 240 <20 <0.30 <5.0
<LO <3.0 <10 <50 210 <20 <030 <5.0
<1.0 <3.0 <10 <50 270 <20 <0.30 37
<1.0 <3.0 <10 <50 260 <20 <0.30 <5.0
<1.0 <3.0 <10 <50 190 <20 160 <5.0
<1.0 <3.0 <10 <50 61 <20 <0.30 <5.0
<1.0 <3.0 <10 <50 140 <20 <0.30 <5.0
<1.0 <3.0 <10 <50 70 <20 <0.30 <5.0
<1.0 <3.0 <JO <50 180 <20 <0.30 <5.0
Systom Down Not Sampled •••
System Down Not Sampled ...
I <1.0 I <3.0 I <10 I <50 I <5 I <20 <0.30 <5.0
Systom Down Not Sampled ...
System Down Not Sampled
System Down Not Sampled
<1.0 <2.0 <10 <50 200 <20 <0.30 <5.0
<1.0 <3.0 <10 <50 170 <20 <0.30 <5.0
<1.0 <2.0 <JO <50 76 <20 <030 13
System Suspended Not Sampled
1000 400 50 1000 50 5000
- - -
Sample Dm, Chlorofonn
Location (""" )
UMSA Influent 2/13/1996 <l.O
2/14/1996 LI
2/14/1996 <1.0
2/15/1996 <LO
2/16/1996 <LO
2/17/1996 <LO
2/22/1996 LI
2/28/1996 <LO
3/8/1996 <LO
4/3/1996 <1.0
5/3/1996 <LO
6/5/1996 <1.0
7/1/1996 <l.0
7/30/1996 <l.O
lln/1996 <l.0
2/4/1997 <LO
(DUP) 2/411997 <1.0
5/12/1997 <1.0
(DUP) 5/12/1997 <1.0
Sn/1997 <1.0
Il/13/J997 <2.0
2/5/1998 <2.0
5nll998 <2.0
8n/1998 <JO
11/4/1998 <JO
2/11/19'}9 <JO
5/13/1999 <25
8/5/1999 <25
11/2/1999 <25
2/16/2000 <2,0
5/8/2000 <10
812/2000 <JO
1/18/2001 <JO
7/11/2001 <25
1/15/2002 <25
7/30/2002 <25
l/'28/2003
3/1412003 <25
7/10/2003 <2.0
1/13/2004 <JO
6128/2004 <JO
1/27/2005 <LO
Remodistion Performance Starub,Jd
NA -Not Analyzed
ug/L -micrograms per liter
DUP -Duplicate
- -
I, 1-Dichloro-l, l-Dichloro-
clhane ethene
(,g/L) (w,J!.)
15 14
14 JI
II 14
12 14
7.5 21
9.7 I 8
JO I 7
9.8 16
7.6 JO
5.5 16
4.8 12
8.7 22
3.8 JI
7.9 Jj
7.2 9.2
3.0 27
2.4 25
3.8 26
4.6 21
11.0 55
4.8 72
12.0 110
11.0 67
<JO 120
<JO 180
16 370
<25 380
<25 490
<25 480
59 32
18 110
<JO 400
<JO 75
44 330
<25 570
<25 420
NOT SAMPLED
<25 530
14 49
<JO JS)
<JO 180
9.9 96
3500 7
---- -..
TABLE 4 (Page 3 of 5)
Influent Analytical_R!_S~!~s _
Upper Macon Source Area
Macon/Dockery Site
Richmond County, North Carolina
Cis/tram-1,2-T etrachloro-I, I, 1-Trichloro-Trichloro-Vinyl
Dichloro-ethene ,th= ,than, cthlenc chloride B=e
(ug,L) (ug'L) [ug'L) [uofl ) (ug'L) ("BIL)
19 16 5.9 25 <1.0 <1.0
JO 1.3 7.2 JO <1.0 LS
II 17 6.1 17 <1.0 I
II 18 5.9 16 <1.0 1.3
17 14 9.7 25 <1.0 <LO
16 II 7 24 <1.0 <1.0
16 15 7.6 25 <1.0 <1.0
13 12 5.8 21 <1.0 <1.0
JO 7.7 4.1 16 <l.O <1.0
8.5 7.4 5.4 18 <l.O <l.O
6.9 5.7 <l.O 12 <1.0 <1.0
6 <1.0 6 13 11 <1.0
6.9 4.8 4.3 12 <1.0 <LO
JO 6.4 4.2 ll 4.5 <1.0
7.5 2.3 3.4 JO 2 <LO
7.8 2.3 8.8 15 <1.0 <1.0
6.l 1.8 7.9 14 <l.O <1.0
16 8.9 5 22 <1.0 <1.0
16 8.2 3.7 18 <l.O <1.0
23 12 6.9 17 <LO <1.0
12 8.7 12 13 <2.0 <2.0
21 II 24 17 6.6 <2.0
15 13 16 II 6.6 <2.0
<10 <20 22 <JO <JO <JO
<JO <JO 23 <JO <IO <JO
12 JO 57 14 <JO <10
<25 <25 61 <25 <25 <25
<25 <25 78 <25 <25 <25
<25 26 69 <25 <25 <25
37 <2.0 <2.0 2.5 54 <2.0
26 <JO <JO <IO <JO <JO
<10 49 54 <JO <JO <JO
JO <JO <JO 10 <JO <JO
57 28 42 26 <25 <25
60 27 25 <25 <25 <25
52 <25 <25 <25 <25 <25
SYSTE?l,i DOWN NOT
73 40 <25 <25 <25 <25
4.7 <2.0 <2.0 3.2 <2.0 <2.0
28 16 <JO <IO <JO <JO
2l 13 <JO <JO <JO <JO
20 20 4.8 8.5 L3 <J.0
70 200 2.8
---
M-· Suspended
Toluene Chromium Barium n~, Zinc Cadmium Lead M~rury Solids
, ... n) ("O'L) (m>IT) [""'1) ("BIL) ["BIL) (ug/L) ["BIL) [mi,!,)
1.9 <JO 140 300 55 <0.30 3.5 <.2 21
<LO <JO I JO I 80 <20 <0.30 <3.0 <.2 <5.0
<1.0 <IO I JO 160 20 <0.30 <3_0 <.2 <5.0
I <IO 100 140 <20 <0.30 <3.0 <.2 <5.0
<1.0 <IO 120 160 <20 <0.30 <3.0 0.22 <5.0
<1.0 <JO 110 110 <20 <0.30 <3.0 <.2 <5.0
<1.0 <JO 120 65 <20 <0.30 <3.0 <.2 <5.0
<1.0 <JO JJO 52 <20 <0.30 <3.0 <.2 7
<1.0 <JO 130 41 <20 <0.30 <3.0 <.2 <5.0
<l.O <JO 110 27 <20 <0.30 8.2 <.2 <.5.0
<1.0 <10 97 21 <20 <0.30 <3.0 <.2 <5.0
3.6 <JO 130 19 <20 <0.30 <3.0 <.2 5
<1.0 II 110 13 <20 <0.30 <3.0 NA 5
<1.0 <JO JJO ll <20 <0.30 <3.0 NA 6
I <JO 140 9.8 <20 <0.30 <3.0 NA JO
<1.0 <JO 150 24 <20 <0.30 <3.0 NA 36
<1.0 <JO 140 17 <20 <0.30 <3.0 NA <5.0
<1.0 <JO 120 68 <20 <0.30 <3.0 NA <5.0
<1.0 <JO 150 55 <20 <0.30 <3.0 NA 5
<1.0 34 210 93 <20 <0.30 7.4 NA NS
<2.0 <JO 139 <5.0 <20 <I <3.0 NA <5.0
<2.0 <JO 190 16 <20 <0.30 <3.0 NA <5.0
<2.0 <JO 190 50 <20 <0.30 <3.0 NA <5.0
<JO <JO 180 34 <20 <0.30 <3.0 NA <~.O
<JO <JO 180 22 <20 <0.30 <3.0 NA 5
<JO <JO 200 25 <20 <0.30 <3.0 NA <5.0
<25 <IO 160 14 <20 32 <3.0 NA <5.0
<25 <JO 140 12 <20 <0.30 5.9 NA <5.0
<25 <JO 180 ll <20 <0.30 <3.0 NA <5.0
<2.0 <IO 290 53 <20 <0.30 <3.0 NA <5.0
<JO <JO 350 76 <20 <0.30 <3.0 NA <5.0
<JO <JO 170 13 <20 <0.30 <3.0 NA <5.0
<JO <JO 98 <5.0 <20 <0.30 <3.0 NA <5.0
<25 <JO 360 <5.0 <20 <0.30 <3.0 NA <5.0
<25 <JO 340 5.2 <20 <0.30 <3.0 NA <5.0
<25 <JO 340 <5.0 <20 <0.30 <3.0 NA <5.0
!SAMPLED SYSTfil.{ DOWN
<25 <IO 340 <5.0 <20 <0.30 <3.0 <0.20 <5.0
<2.0 <JO 370 93 96 <0.30 <3.0 NA <5.0
<10 <JO 160 <5.0 <20 <0.30 <3.0 NA 7
<JO <JO 180 <5.0 <20 <0.30 <3.0 NA <5.0
<1.0 <JO 200 JO <20 <0.30 <3.0 NA <5.0
1000 50 1000 50 ,ooo 15 LI
- --- - -
1,1 -Dichloro-I, 1 -Dichloro-
Sample Date Chiaro-form
Location (ui,'L)
UM: Influent 2/22/1996 6
2/23/1996 3
2124/1996 1.4
2/25/1996 12
2/28/1996 3.5
3/8/1996 <1.0
3/16/1996 <LO
41311996 <LO
615119% <LO
711/1996 <LO
7/30/1996 <LO
I 117/1996 <J.0
21411997 <1.0
5/12/1997 <1.0
Sn/1997 <1.0
I 1/13/1997 <1.0
2.15/1998 <1.0
5/7/1998 <1.0
8n/1998 <l.O
1 J/411998 <l.O
2/11/1999 <1.0
5/13/1999 <1.0
8151199) <1.0
I l/3/1999 <1.0
2/1612000 <1.0
5/8/2000 <1.0
8t212000 <1.0
1/18/2001 ...
7/11/2001 <5.0
J/15/2002 <2.0
7/31/2002
1/28/2003 <1.0
7/10/2003 <1.0
\/13/2004 <5.0
6/28/2004
1/27/2005 <J.0
Remediation Performance Su l
NA -Not Analyzed
ug/L -micrograms per liter
DUP • Duplicate
,than, cthene
(uo,L) (uon)
41 16
4.5 16
46 1.8
<1.0 2.2
58 1.4
47 I
5.5 18
44 16
4.9 18
3.8 LI
4.1 2.1
53 19
5.5 16
ll 2.5
5.8 1.8
5.3 LI
69 16
5 1.8
36 16
29 14
4.3 2
44 34
41 3.3
4.2 5.6
3 3.1
3.9 10
4.5 16
Not Smnpled
9.7 37
26 32
Not Sampled
<1.0 19
<1.0 <1.0
<5.0 49
Not Sampled
5.0 75
3500 7
-
Cisitram-1.2-
Dichloroethenc
(uglL)
5.8
6.4
6.4
6.6
8.6
8.6
9.2
6.6
7.7
6.1
8.6
6.6
7
1.8
7
3.9
6.7
5.6
6.4
37
5.1
8.1
6.5
6.1
4.0
6.3
8.7
7.6
7.4
L2
<1.0
<10
6.8
70
-
Methylene
chloride
(ui,'L)
<2.0
<2.0
<2.0
<20
<2.0
<2.0
<2.0
<2.0
<20
<2.0
<2.0
<2.0
<20
<20
<2.0
<2.0
<2.0
<20
<20
<20
<20
<2.0
<20
<2.0
<20
<2.0
<20
System.
<IO
<40
System
<20
<1.0
<25
Sy,;Iem
<2.0
5
- - --
TABLE 4 (Page 4 of 5)
Influent Analytical Results
Upper/Lower Macon System
Macon Dlckery Site
Richmond County, North Carolina
Tetrachloro-I, 1, 1-Trichloro-Trichloro-
ethene '""""' ethene
(uon) c,~n) (uon)
4.8 <l.O 12
4.8 <LO 12
6 <1.0 14
6.9 <1.0 15
5 <1.0 14
3.8 <1.0 12
4.6 <1.0 12
4 <1.0 10
<LO <1.0 9.8
3.3 <1.0 7.6
3.3 <1.0 9.8
2.3 <1.0 8.3
2.5 <1.0 8.2
<1.0 4.5 4.1
2.1 <1.0 8 I
16 <1.0 3.9
LI <LO 5.9
2.5 <1.0 5.8
12 <1.0 6.2
<LO <1.0 3.6
l <1.0 4.4
16 <1.0 SJ
1.3 <1.0 4.2
1.5 l 4.2
12 <1.0 2.8
2.3 16 3.2
42 2.6 5.6
Down ... ...
7.3 8.6 6.7
6.5 4 3.9
Down
2.8 1.8 <1.0
<LO <1.0 <1.0
9.4 <5.0 <5.0
Do=
14 4.5 4.4
l 200 2.8
Toluene
(ui,'L)
15
12
9.7
9.2
2.9
<l.O
<LO
<l.O
3.2
<l.O
<LO
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<LO
<l.O
<l.O
<1.0
<1.0
<1.0
<1.0
<l.O
<5.0
<2.0
<l.O
<1.0
<5.0
<1.0
1000
---l!!l!iii!I em
Mang,-Suspended
Chromium Barium ""' Zinc Cadmium L~d Solich
(ui,'L) (uofl) ("l/L) (uofl) (ui,'L) (w,/1) (mg/L)
<10 <50 36 120 <0.30 4.8 <5.0
<10 <50 31 110 <0.30 4.5 <5.0
<IO <50 30 110 <0.30 3.6 <5.0
<10 <50 28 110 <0.30 3.4 <5.0
<10 <50 18 4ll <0.30 <3.0 <5.0
<10 <50 13 50 <0.30 <3.0 <S.O
<10 <50 20 50 <0.30 <3.0 <5.0
<IO <50 9.3 26 <0.30 3 10
<10 <50 <5.0 22 <0.30 <3.0 13
<10 <50 <5.0 <20 <0.30 <3.0 <5.0
<10 <50 <5.0 <20 <0.30 <3.0 <5.0
<IO <50 <5.0 <20 <0.30 <3.0 <5.0
<IO 36 <5.0 <20 <0.30 <3.0 <5.0
<10 <50 12 <20 <0.30 <3.0 <5.0
<10 <50 7.2 <20 <0.30 <3.0 NA
<IO <50 28.7 <20 <0.30 <3.0 <5.0
<10 <50 8.4 <20 <0.30 <3.0 5
<10 <50 16 <20 <0.30 <3.0 <5.0
<IO <50 13 <20 <0.30 <3.0 <5.0
<10 <50 52 <20 <0.30 <3.0 <5.0
<10 <50 14 <20 <0.30 <3.0 <5.0
<10 <50 II <20 49 <3.0 <5.0
<IO <50 <5.0 <20 <0.30 7.2 <5.0
<10 <50 <5.0 <20 <0.30 <3.0 <5.0
<10 <50 <5.0 <20 <0.30 <3.0 <5.0
<10 <50 <5.0 <20 <0.30 <3.0 <5.0
<10 <50 <5.0 <20 <0.30 <3.0 <5.0
Not Sampled System Down ...
<10 <50 15 <20 <0.30 <3.0
<10 <50 13 <20 <0.30 <3.0 <5.0
Not Sampled System Down
<10 <50 19 <20 <0.30 <3.0 58
<10 <50 <5.0 22 <0.30 <3.0 <5.0
<10 52 <5.0 <20 <0.30 <3.0 10
Nol Sampled Sy,;Iem Om.n
<10 <50 <5.0 <20 <0.30 <3.0 <5.0
50 1000 50 5000 5 15
---lb -
Sample Date Chloro-forrn
Locatioo (uon)
LM Influent 2/22/1996 14
2/23/1996 13
2/2411996 8.9
2125/1996 8.2
2/28/1996 3
3/8/1996 <l.O
3/16/1996 <LO
4/311996 <l.O
5/3/1996 <LO
6/5/1996 <LO
7/30/1996 <LO
lln/1996 <l.O
2/4/1997 16
(DUP) 2/4/1997 1.5
5/12/1997 <1.0
sm1m <1.0
11/13/19.n <1.0
215/1998 <1.0
5/7/1998 <LO
8/7/1998 <1.0
I 1/4/1998 <1.0
2lll/1999 <l.0
5/13/1999 <1.0
8/5/199) <l.O
11/311999 <LO
2'16/2000 <l.0
5/8/200) <1.0
8/2/200') <l.O
1/18/2001 ...
7/1112001 <LO
1/15/2002 <1.0
7/31/2002
1/28/2003 <LO
7/10/2003
1/13/2004 <LO
6/28/2004
ln?/2005 <LO
Remediation Performance Su
NA • Not Analyzed
ug/L -micrograms per liter
DUP -Duplicate
1,1 -Dichloro-I, I -Dichloro-,than, etherie
, ... n) (ug/L)
26 9.1
29 II
30 13
31 13
32 15
9.5 1.6-
8.1 1.8
7.3 2.6
86 2.7
12 4.7
17 6.6
II 3.3
9.8 2.1
9.0 1.8
5.3 2.4
13.0 <1.0
9.5 LB
13.0 1.9
12.0 2.5
16.0 LI
13.0 L3
13.0 2.2
10.0 14
7.8 1.0
2.0 <1.0
<1.0 <1.0
1.9 <1.0
11.0 2.7
Not Sam!Xed
6.1 2.8
4.5 L1
Not SamjJed
<J.0 <l.O
Not Sam?,ed
L7 Ll
Not Sampled
<LO 3.3
3500 7
-
Cis/trans-1,2-
Dichloroethene
(ug/L)
4.4
4.9
4.9
5
5.6
24
2.4
2.3
2.9
3.4
<l.O
22
2.4
2.1
6.4
1.2
<IO
1.2
1.6
I
<J.0 u
<1.0
<1.0
LI
14
<1.0
1.2
LO
<LO
<l.O
<20
<2.0
70
-
Methylene
chloride
(ug/L)
<2.0
<20
<20
<20
<2.0
<2.0
<2.0
<20
<20
<2.0
<2.0
<20
<20
<20
<20
<20
<20
<2.0
<20
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<20
System
<20
<20
System
<20
Sy,tem
<5.0
System
<2.0
- - - -
-~TABLE 4 (Pagefof 5)-
lnfluent Analytical Results
Upper/Lower Macon System
Macon Dlckery Site
Richmond County, North Carolina
Tetrachloro-1,1,1-Trichlom-Trichloro-
ethenc '"""' ethene
, ... n) (ug/L) (ug/L)
2 14 3.3
2.1 15 3.6
2.7 17 4.5
2.6 17 4.4
2.4 17 4
<1.0 2.5 LI
<1.0 3.4 14
I 4 4.7
<1.0 4.2 4.6
<l.O 5.3 4.9
<LO 6.7 4.1
<LO 5.2 4.5
<LO 4.4 3.7
<l.O 3.8 3.1
2 <1.0 8.3
<1.0 4.4 3.3
<1.0 3.3 1.9
<1.0 4.1 3.4
<1.0 4.1 3.7
<1.0 4.4 3.5
<1.0 4.1 3.0
<1.0 3.7 3.6
<1.9 4.1 3.7
<1.0 3.4 2.4
<1.0 <1.0 I
<1.0 <1.0 <1.0
<LO <1.0 <l.O
<1.0 4.7 5.1
Down ... ...
<1.0 2.8 3.4
<LO L2 1.4
Do~~
<l.O <l.O <LO
Down
<1.0 <LO 1.8
Down
<1.0 <1.0 <1.0
200 2.8
Toluene
(uon)
15
18
17
15
4.2
<LO
<LO
<LO
<LO
4.6
<LO
<i.O
<1.0
<1.0
<l.O
<LO
<LO
<l.O
<1.0
<1.0
<1.0
<i.O
<1.0
<LO
<LO
<1.0
<LO
<LO
<l.O
<l.O
<1.0
<1.0
<l.O
1000
---
Mang,-Suspended
Chromium Barium ,~, Zinc Cadmium L~d Solids
(ug/L) (ug/L) , ... n) (,wn) (,wn) (ug/L) (mglL)
<IO 77 130 120 <0.30 5.5 <5.0
<10 81 140 130 <0.30 5 <5.0
<10 86 160 160 <0.30 4.4 <5.0
<10 86 160 160 <0.30 3.2 <5.0
<IO 100 150 240 <0.30 3.3 <5.0
<IO <50 72 52 <0.30 <3.0 7
<IO <50 53 57 <0.30 <3.0 <5.0
<10 <50 72 44 <0.30 <3.0 7
<10 24 31 27 <0.30 <3.0 <5.0
<IO <50 21 24 <0.30 <3.0 5
<IO <50 20 <20 <0.30 <3.0 6
<IO <50 6.4 <20 <0.30 <3.0 <5.0
<IO 34 19 <20 <0.30 <3.0 <5.0
<10 34 16 <20 <0.30 <3.0 <5.0
<IO <50 <5.0 <20 <0.30 <3.0 <5.0
<10 <50 <5.0 <20 <0.30 <3.0 NA
<l.0 <50 S5.1 <20 <0.30 <3.0 <5.0
<IO <50 II <20 <0.30 <3.0 <5.0
<IO <50 <5.0 <20 <0.30 <3.0 <5.0
<IO <50 17 <20 <0.30 <3.0 <5.0
<IO 58 99 <20 <0.30 5.0 40
<IO <50 8.8 <20 <0.30 <3.0 9.0
<10 <50 70 <20 2l <3.0 <5.0
<IO <50 <5.0 <20 <0.30 6.4 <5.0
<IO <50 6.1 <20 <0.30 <3.0 <5.0
<10 <50 6.0 39 <0.30 <3.0 <5.0
<IO <50 6.4 <20 <0.30 <3.0 <5.0
<IO <50 <5.0 <20 <0.30 <3.0 <5.0
Not Sampled System Down ...
<10 <50 7.3 <20 <0.30 <3.0 12
<IO <50 8.6 <20 <0.30 <3.0 <5.0
Not Sampled System Down
<IO <50 8.2 <20 <0.30 <3.0 20
Not Sampled System Down
<IO <50 <5.0 <20 <0.30 <3.0 II
Not Sampled System Down
<IO <50 <5.0 <20 <03 <3.0 <5.0
50 1000 50 5000 5 15
I
I
D
I
I
I
I
I
I
I
I
I
I
I
I
I
I
!
'
'
'
I
Well
Number
I Upper
Docker;,::
MW 15•
I I
I
'
! '
I
'
Table5
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to Corrected
Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
I
2/12/1996 257.10 36.47 220.63
2/14/1996 36.96 220.14
2/15/1996 37.43 219.67
2/23/1996 38.80 218.30
2/28/1996 37.07 220.03
5/2/1996 38 08 219.02
6/5/1996 37.04 220.06
7/1/1996 38.76 218.34
7/31/1996 40.25 216.85
11/8/1996 38.56 218.54
2/5/1997 37.45 219.65
5/12/1997 37.07 220.03
8/5/1997 38.66 218.44
11/12/1997 42.23 214.87
2/4/1998 33.45 223.65
5/5/1998 33.55 223.55
8/5/1998 40.74 216.36
11/3/1998 44.12 212.98
2/10/1999 43.16 213.94
5/12/1999 44.94 212.16
8/5/1999 45.57 211.53
11/2/1999 46.12 210.98
2/16/2000 40.91 216.19
5/8/2000 40.78 216.32
8/3/2000 42.85 214.25
1/18/2001 43.28 213.82
7 /11/200 I 43.11 213.99
1/16/2002 46.56 210.54
7/31/2002 44.86 212.24
1/28/2003 38.18 218.92
7/10/2003 33.72 223.38
1/13/2004 42.20 214.90
6/28/2004 43.89 213.21
1/27/2005 46.91 210.19
7/30/2005 45.25 211.85
✓
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
'
I
I Well
Number
I
: MW 15A
'
I
I
I
'
I
I
'
I
I
I
'
Table 5
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
2/12/1996 257.29 34.77
5/2/1996 36.02
6/5/1996 35.96
7/1/1996 36.89
7/31/1996 38.20
11/8/1996 36.16
2/5/1997 35.53
5/12/1997 35.33
8/5/1997 36.88
11/12/1997 40.04
2/4/1998 31.91
5/5/1998 31.97
8/5/1998 38.55
11/3/1998 41.61
2/10/1999 40.53
5/12/1999 42.32
8/5/1999 43.03
11/2/1999 43.15
2/16/2000 38.30
5/8/2000 38.63
8/3/2000 40.85
1/18/2001 41.05
7/11/2001 41.00
1/16/2002 44.70
7/30/2002 43.22
1/28/2003 36.19
7/10/2003 33.66
1/13/2004 42.24
6/28/2004 43.80
1/27/2005 44.37
7/30/2005 44.01
Corrected
Groundwater
Elevation (ft)
222.52
221.27
221.33
220.40
219.09
221. 13
221.76
221.96
220.41
217.25
225.38
225.32
218.74
215.68
216.76
214.97
214.26
214.14
218.99
218.66
216.44
216'.24
216.29
212.59
214.07
221.10
223.63
215.05
213.49
212.92
213.28
✓
I
I
Tables
I Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
I Well Date Surveyed Depth to Corrected
Number Casing Groundwater Groundwater
I Elevation (ft) (ft) Elevation (ft)
MW18 2/12/1996 242.54 30.99 211.55
2/14/1996 32.80 209.74
I 2/15/1996 33.62 208.92
5/2/1996 34.40 208.14
6/5/1996 32.30 210.24
I 7/1/1996 34.02 208.52
7/31/1996 36.50 206.04
I 11/8/1996 37.96 204.58
2/5/1997 35.13 207.41
5/12/1997 34.03 208.51
I 8/5/1997 33.90 208.64
11/12/1997 37.84 204.70
2/4/1998 30.26 212.28
I 5/5/1998 36.90 205.64
8/5/1998 42.56 199.98
11/3/1998 46.49 196.05 I 2/10/1999 45.18 197.36
5/12/1999 46.27 196.27
I 8/5/1999 43.52 199.02
11/2/1999 45.67 196.87
2/16/2000 37.65 204.89
I 5/8/2000 37.72 204.82
8/3/2000 40.21 202.33
1/18/2001 37.26 205.28
I 7/11/2001 39.40 203.14
1/16/2002 40.73 201.81
I 7/30/2002 38.68 203.86
1/28/2003 32.55 209.99
7/10/2003 24.95 217.59
I 1/13/2004 37.42 205.12
6/28/2004 38.91 203.63
1/27/2005 39.10 203.44
I 7/30/2005 38.88 203.66
I
I I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
'
'
i
' I
i
Well
Number
MW20
'
'
I
I
'
' I
I
Table 5
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to Corrected
Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
2/12/1996 265. 15 24.34 240.81
2/14/1996 25.34 239.81
2/15/1996 25.65 239.50
5/2/1996 22.47 242.68
6/5/1996 27.25 237.90
7/1/1996 27.80 237.35
7/31/1996 28.78 236.37
11/8/1996 20.12 245.03
2/5/1997 25.96 239.19
5/12/1997 24.95 240.20
8/5/1997 24.15 241.00
11/12/1997 26.35 238.80
2/4/1998 16.95 248.20
5/5/1998 19.32 245.83
8/5/1998 27.79 237.36
I 1/3/1998 26.43 238.72
2/10/1999 23.68 241.47
5/12/1999 27.23 237.92
8/5/1999 28.00 237.15
11/2/1999 23.68 241.47
2/16/2000 20.17 244.98
5/8/2000 24.32 240.83
8/3/2000 28.40 236.75
1/18/2001 30.29 234.86
7/11/2001 28.46 236.69
1/16/2002 33.49 231.66
7/30/2002 33.04 232.11
1/28/2003 23.53 241.62
7/10/2003 19.86 245.29
1/13/2004 24.14 241.01
6/28/2004 27.84 237.3 I
1/27/2005 3 l.70 233.45
7/30/2005 30.16 234.99
j
I
I Table 5
Groundwater Elevation Data
I Macon/Dockery Site
Richmond Countv, North Carolina
Well Date Surveyed Depth to Corrected
I Number Casing Groundwater Groundwater
! Elevation (ft) (ft) Elevation (ft)
I \ MW25* 2/12/1996 227.33 26.90 200.43
2/14/1996 26.79 200.54
2/15/1996 26.83 200.50
I 2/23/1996 27.80 199.53
2/28/1996 26.09 201.24
5/2/1996 25.43 201.90
I 6/5/1996 25.55 20 l. 78
7/1/1996 26.26 201.07
I 7/31/1996 27.38 199.95
11/8/1996 26.29 201.04
2/5/1997 25.27 202.06
I 5/13/1997 23.77 203.56
8/5/1997 26.30 201.03
l l/12/1997 25.52 201.8 I
I 2/4/1998 25.46 201.87
5/5/1998 21.28 206.05
I 8/5/1998 28.37 198.96
11/3/1998 28.80 198.53
2/10/1999 28.82 198.5 l
I 5/12/1999 28.24 199.09
8/5/1999 30.77 196.56
11/2/1999 32.24 195.09
I 2/16/2000 29.93 197.40
5/8/2000 27.62 199. 71
8/3/2000 31.85 195.48
I 1/18/2001 32.02 195.31
7/11/2001 NM
I 1/16/2002 34.24 193.09
7/31/2002 33.60 193.73
l/28/2003 28.90 198.43
I 7/10/2003 23.10 204.23
1/13/2004 28.13 199.20
6/28/2004 29.40 197.93
I 1/27/2005 32.72 194.61
7/30/2005 32.01 195.32
I
I j
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
'
I
I
I
I
I
I
'
Well
Number
UD-1
I
'
'
' I
'
'
' I
'
I
I
i
Table 5
t:Jr.uuuu.wau:r. DH!¥auuu n:ala
Macon/Dockery Site
Richmond Countv, North Carolina
Date Surveyed Depth to Corrected
Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
6/5/1996 251.50 81.78 169.72
7/1/1996 43.30 208.20
7/31/1996 83.70 167.80
11/8/1996 79.02 172.48
2/5/1997 81.92 169.58
5/13/1997 82.36 169.14
8/5/1997 38.02 213.48
11/12/1997 41.01 210.49
2/4/1998 33.76 217.74
5/5/1998 35.31 2 I 6. I 9
8/5/1998 78.03 173.4 7
11/3/1998 74.20 177.30
2/10/1999 74.22 177.28
5/12/1999 52.29 199.21
8/5/1999 75.77 175.73
11/2/1999 73.43 178.07
2/16/2000 41.18 210.32
5/8/2000 72.93 178.57
8/3/2000 76.60 174.90
1/18/200 I 78.24 173.26
7/11/2001 43.02 208.48
1/16/2002 76.13 175.37
7/30/2002 44.08 207.42
1/28/2003 37.99 213.51
7/10/2003 66.21 185.29
1/13/2004 65.60 185.90
6/28/2004 80.12 171.38
1/27/2005 68.52 182.98
7/30/2005 75.25 176.25
✓
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
'
I ' .
I
Well
Number
UD-2
I
.
I
.
'
.
i
'
I
I
I
I I
I
I
;
•
Table 5
Dl:UUUU»:a1e1: lllleY.liUUU ua1a
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to Corrected
Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
6/5/1996 251.42 38.27 213.15
7/1/1996 38.91 212.5 I
7/31/1996 41.15 210.27
11/8/1996 4106 210.36
2/5/1997 75.03 176.39
5/13/1997 78.95 172.47
8/5/1997 39.13 212.29
11/12/1997 42.18 209.24
2/4/1998 35.42 216.00
5/5/1998 37.41 214.01
8/5/1998 43.50 207.92
11/3/1998 78.08 173.34
2/10/1999 77.48 173.94
5/12/1999 76.76 174.66
8/5/1999 75.60 175.82
11/2/1999 75.57 175.85
2/16/2000 42.33 209.09
5/8/2000 78.49 172.93
8/3/2000 68.05 I 83.37
1/18/2001 74.64 176.78
7/11/2001 68.91 182.51
1/16/2002 NM
7/30/2002 45.13 206.29
1/28/2003 38.90 212.52
7/10/2003 79.83 171.59
1/13/2004 43.58 207.84
6/28/2004 45.05 206.37
1/27/2005 70.56 180.86
7/30/2005 52.59 198.83
j
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I Well
Number
UD-3
.
• I
I
•
'
.
Table 5
nr.uuuu.w.au:r. n1~.\1.auuu .ua1a
Macon/Dockery Site
Richmond Countv, North Carolina
Date Surveyed Depth to Corrected
Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
6/5/1996 249.66 86.42 163.24
7/1/1996 44.52 205.14
7/31/1996 86.69 162.97
11/8/1996 65.81 183.85
2/5/1997 40.12 209.54
5/13/1997 38.95 210.71
8/5/1997 39.16 210.50
I 1/12/1997 42.42 207.24
2/4/1998 35.32 214.34
5/5/1998 84.67 164.99
8/5/1998 83.50 I 66.16
11/3/1998 78.82 170.84
2/10/1999 88.09 161.57
5/12/1999 73.42 176.24
8/5/1999 72.37 177.29
11/2/1999 79.06 _ 170.60
2/16/2000 42.50 207.16
5/8/2000 68.86 180.80
8/3/2000 75.15 174.51
1/18/200 I 68.59 181.07
7/11/2001 85.70 163.96
1/16/2002 76.01 173.65
7/30/2002 84.95 164.71
1/28/2003 38.49 211.17
7/10/2003 85.24 164.42
1/13/2004 44.80 204.86
6/28/2004 68.91 180. 75
1/27/2005 68.10 181.56
7/30/2005 50.81 198.85
✓
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1. Well
Number
lJD-4
I I
' I
I
I
•
.
'
'
Table 5
br:ouuuw.au:.c: n1e.Y.auuu Ha1a
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to Corrected
Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
6/5/1996 239.07 92.60 146.47
7/1/1996 35.82 203.25
7/31/1996 92.37 146.70
11/8/1996 83.45 155.62
2/5/1997 93.40 145.67
5/13/1997 94.10 144.97
8/5/1997 30.77 208.30
11/12/1997 34.04 205.03
2/4/1998 26.70 212.37
5/5/1998 88.35 150.72
8/5/1998 39.07 200.00
11/3/1998 62.72 176.35
2/10/1999 64.14 174.93
5/12/1999 87.15 151.92
8/5/1999 78.81 160.26
11/2/1999 77.21 I 61.86
2/16/2000 33.86 205.21
5/8/2000 85.88 153.19
8/3/2000 88.62 150.45
1/18/2001 34.04 205.03
7/11/2001 36.41 202.66
1/16/2002 71.33 167.74
7/30/2002 54.50 184.57
1/28/2003 29.87 209.20
7/10/2003 17.20 221.87
1/13/2004 72.30 166.77
6/28/2004 70.15 168.92
1/27/2005 70.60 168.47
7/30/2005 56.35 182.72
✓
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
UD-5
I
I
'
I
'
I I
'
' I
I
' ' '
I
I
'
Table 5
or.uuuu.w.uu~c Dtel'.auuu 1:1au1
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to Corrected
Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
6/5/1996 239.02 28.01 21 I.OJ
7/1/1996 32.35 206.67
7/31/1996 35.00 204.02
11/8/1996 34.81 204.21
2/5/1997 32.15 206.87
5/13/1997 30.59 208.43
8/5/1997 30.20 208.82
11/12/1997 33.83 205.19
2/4/1998 26.12 212.90
5/5/1998 70 09 168.93
8/5/1998 77.23 161. 79
11/3/1998 81.40 157.62
2/10/1999 45.97 193.05
5/12/1999 61.76 177.26
8/5/1999 40.68 198.34
11/2/1999 42.35 196.67
2/16/2000 33.28 205.74
5/8/2000 35.83 203.19
8/3/2000 34.63 204.39
1/18/2001 33.55 205.47
7/11/2001 36.42 202.60
. 1/16/2002 36.30 202.72
7/30/2002 35.43 203.59
1/28/2003 28.76 210.26
7/10/2003 16.62 222.40
1/13/2004 68.40 170.62
6/28/2004 35.11 203.91
1/27/2005 44.09 194.93
7/30/2005 56.55 182.47
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
' I
I
I
Well
Number
UD-6
I
I
i
I
'
'
'
Tables
1:Jtuuuu.w.au:i: r:,1cY.auuu ua1a
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to Corrected
Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
6/5/1996 240.91 29.60 211.31
7/1/1996 34.20 206. 71
7/31/1996 32.79 208.12
11/8/1996 58.25 182.66
2/5/1997 56.03 184.88
5/13/1997 30.04 210.87
8/5/1997 31.05 209.86
11/12/1997 34.55 206.36
2/4/1998 26.56 214.35
5/5/1998 57.83 183.08
8/5/1998 64.94 175.97
11/3/1998 69.51 171.40
2/10/1999 68.86 172.05
5/12/1999 70.25 170.66
8/5/1999 68.63 172.28
11/2/1999 72.92 167.99
2/16/2000 33.52 207.39
5/8/2000 63.83 177.08
8/3/2000 34.90 206.01
1/18/200 I 34.21 206.70
7/11/2001 DRY DRY
1/16/2002 37.95 202.96
7/30/2002 35.95 204.96
1/28/2003 29.59 211.32
7/10/2003 19.36 221.55
1/13/2004 36.34 204.57
6/28/2004 36.92 203.99
l/27/2005 49.12 191.79
7/30/2005 42.50 198.41
✓
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
UD-7
I
' ' I
'
I
I
I
I
I
'
I
:
:
Table 5
t:Jl:UUUU».a11:r: llllt:1".aUUU 111au1
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to Corrected
Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
6/5/1996 255.56 33.67 221.89
7/1/1996 26.35 229.21
7/31/1996 24.78 230.78
11/8/1996 16.21 239.35
2/5/1997 80.73 174.83
5/13/1997 60.14 195.42
8/5/1997 19.81 235.75
11/12/1997 22.68 232.88
2/4/1998 11.64 243.92
5/5/1998 26.06 229.50
8/5/1998 77.38 178.18
11/3/1998 DRY DRY
2/10/1999 80.83 174.73
5/12/1999 80.04 175.52
8/5/1999 24.23 231 .33
11/2/1999 20.10 235.46
2/16/2000 16.43 239.13
5/8/2000 19.71 235.85
8/3/2000 26.46 229.10
1/18/200 I 74.37 181.19
7/11/2001 25.40 230.16
1/16/2002 30.73 224.83
7/30/2002 29.70 225.86
1/28/2003 19.5 I 236.05
7/10/2003 18.55 237.01
1/13/2004 19.60 235.96
6/28/2004 19.19 236.37
1/27/2005 53.95 201.61
7/30/2005 78.65 176.91
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
'
\
I
Well
Number
UD-8
'
'
'
I
I
'
' '
Table 5
ocuuuu:w.au:c ~tt:Y.auuu uaua
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to Corrected
Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
6/5/1996 259.43 34.43 225.00
7/1/1996 40.21 219.22
7/31/1996 37.50 221.93
11/8/1996 34.24 225.19
5/13/1997 33.61 225.82
8/5/1997 35.27 224.16
11/12/1997 39.24 220.19
2/4/1998 29.12 230.31
5/5/1998 30.46 228.97
8/5/1998 39.37 220.06
11/3/1998 62.26 197.17
2/10/1999 67.61 191.82
5/12/1999 73.95 185.48
8/5/1999 42.15 217.28
11/2/1999 41.58 217.85
2/16/2000 35.51 223.92
5/8/2000 37.34 222.09
8/3/2000 40.00 219.43
1/18/2001 40.87 218.56
7/11/2001 40.72 218. 71
1/16/2002 44.89 214.54
7/30/2002 43.17 216.26
1/28/2003 34.85 224.58
7/10/2003 18.75 240.68
1/13/2004 70.90 188.53
6/28/2004 66.30 193.13
1/27/2005 70.50 188.93
7/30/2005 80.60 178.83
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
Lower
Dockery
MW 16
I
'
'
'
I
I
I
' I
Table 5
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to Corrected
Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
2/14/1996 159.97 31.40 128.57 ·
2/15/1996 31.72 128.25
2123/1996 32.87 127. IO
5/2/1996 32.70 127.27
61511996 31.79 128.18
711/1996 31.89 128.08
7131/1996 33.48 126.49
11/8/1996 33.45 126.52
215/1997 30.13 129.84
5/13/1997 33.01 126.96
81511997 33.74 126.23
I 1/12/1997 33.23 126.74
214/1998 29.63 130.34
515/1998 32.22 127.75
815/1998 33.88 126.09
11/3/1998 33.43 126.54
2/1011999 32.76 127.21
5112/1999 33.35 126.62
81511999 34.12 125.85
1112/1999 34.56 125.41
2/16/2000 30.21 129.76
51812000 NIA NIA
81312000 NIA NIA
1/181200 I Not Measured -Obstruction
7111/2001 32.62 127.35
1/1612002 33.08 126.89
7131/2002 34.26 125.71
1/28/2003 31.06 128.91
7/10/2003 32.72 127.25
1/13/2004 32.58 127.39
6/28/2004 32.45 127.52
10/21/2004 32.34 127.63
l/2712005 32.24 127.73
5/4/2005 32.45 127.52
713012005 32.91 127.06
I
a
0
B
•
m
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
MW24*
I
I I
I
I I
I
I
I
I
Table 5
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to Corrected
Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
2/14/1996 132.99 5.75 127.24
2/15/1996 5.95 127.04
2/23/1996 6.90 126 09
2/28/1996 6.15 126.84
5/2/1996 6.56 126.43
6/5/1996 6.35 126.64
7/1/1996 6.75 126.24
8/1/1996 6.91 126.08
11/8/1996 7.06 125.93
2/5/1997 5.44 127.55
5/13/1997 6.65 126.34
8/5/1997 7.61 125.38
11/12/1997 6.86 126.13
2/4/1998 4.98 128.0 l
5/5/1998 6.37 126.62
8/5/1998 7.76 125.23
11/3/1998 7.35 125.64
2/10/1999 6.59 126.40
5/12/1999 7.50 125.49
8/5/1999 8.31 124.68
11/2/1999 8.12 124.87
2/16/2000 5.01 127.98
5/8/2000 7.47 125.52
8/3/2000 9. 15 123.84
1/18/200 I 6.03 126.96
7/11/2001 7.36 125.63
1/16/2002 7 01 125.98
7/31/2002 8.28 124.71
1/28/2003 6.00 126.99
7/10/2003 7.65 125.34
1/13/2004 6.67 126.32
6/28/2004 7.42 125.57
10/21/2004 6.47 126.52
1/27/2005 6.42· 126.57
5/4/2005 6.88 126.11
7/30/2005 7.06 125.93
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
!
Well
Number
LD-1
' I
I
I
I
'
I
'
'
'
I
' '
'
Table 5
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to Corrected
Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
615/1996 161.14 32.71 128.43
711/1996 33.52 127.62
7131/1996 46.27 114.87
11/811996 56.64 104.50
21511997 31.13 130.01
5113/1997 56.46 104.68
81511997 56.45 104.69
11/12/1997 56.47 104.67
214/1998 30.48 130.66
51511998 55.3 105.84
815/1998 56.45 104.69
11/3/1998 56.42 104.72
2/10/1999 56.40 104.74
5/12/1999 56.40 104.74
815/1999 56.43 I 04. 71
lll2/1999 56.43 104.71
211612000 31.32 129.82
51812000 5638 104.76
813/2000 NIA NIA
1/181200 I 32.59 128.55
7/11/200 l 34.95 126.19
1/1612002 34.00 127.14
713012002 35.12 126.02
1/2812003 32.09 129.05
7/10/2003 31.99 129.15
1/1312004 33.40 127.74
612812004 Not Measured -System Suspended
l l/2012004 33.18 127.96
1127/2005 33.12 128.02
51412005 33.12 128.02
713012005 33.10 128.04
✓
I
a
D
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
i
I
'
I
I
Well
Number
LD-2
i I
I
' '
'
' ' I
I
Table 5
Groundwater Elevation Data
Macon/Dockery Site
Richmond Countv, North Carolina
Date Surveyed Depth to Corrected
Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
615/1996 154.80 26.93 127.87
7/1/1996 26.98 127.82
7131/1996 35.50 119.30
11/811996 55.39 99.41
215/1997 25.28 129.52
511311997 54.45 100.35
815/1997 55.49 99.31
11/12/1997 55.48 99.32
214/1998 25.12 129.68
515/1998 55.02 99.78
815/1998 55.45 99.35
1113/1998 55.43 99.37
2/10/1999 55.40 99.40
5/12/1999 55.39 99.41
815/1999 55.43 99.37
11/2/1999 55.40 99.40
2/1612000 25.42 129.38
51812000 57.96 96.84
81312000 NIA NIA
l/181200 l 26.66 128.14
7111/2001 · 28.13 126.67
l/1612002 28.26 126.54
713012002 29.32 125.48
1/2812003 26.25 128.55
7/1012003 48.60 106.20
1/1312004 47.95 106.85
6/28/2004 Not Measured -System Suspended
11/20/2004 27.35 127.45
1/27/2005 27.3 l 127.49
5/4/2005 27.20 127.60
7/30/2005 27.23 127.57
j
D
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
, LD-3
'
I
I I
'
' I
I
I
I
'
'
I
I
Table 5
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to Corrected
Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
6/5/1996 150.02 22.64 127.38
7/1/1996 22.70 127.32
7/31/1996 27.75 122.27
11/8/1996 35.18 114.84
2/5/1997 20.97 129.05
5/13/1997 34.81 115.21
8/5/1997 36.92 113. l 0
11/12/1997 44.76 105.26
2/4/1998 20.64 129.38
5/5/1998 37.44 112.58
8/5/1998 39.58 110.44
11/3/1998 38.87 111.15
2/10/1999 40.25 109.77
5/12/1999 42.65 107.37
8/5/1999 43.35 106.67
11/2/1999 50.98 99.04
2/16/2000 20.93 129.09
5/8/2000 50.64 99.38
8/3/2000 51.00 99.02
1/18/2001 22.37 127.65
7/11/2001 23.56 126.46
1/16/2002 23.85 126.17
7/30/2002 24.55 125.47
1/28/2003 22.05 127.97
7/10/2003 41.79 108.23
1/13/2004 24.86 125.16
6/28/2004 Not Measured -System Suspended
11/20/2004 23.25 126.77
1/27/2005 22.98 127.04
5/4/2005 23 01 127.01
7/30/2005 22.85 127.17
j
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I '
I
Well
Number
LD-4
I
I
I
'
I
I
I
Table 5
Groundwater Elevation Data
Macon/Dockery Site
Richmond Countv, North Carolina
Date Surveyed Depth to Corrected
Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
6/5/1996 148.16 20.67 127.49
7/1/1996 20.83 127.33
7/31/1996 24.50 123.66
11/8/1996 29.59 118.57
2/5/1997 18.96 129.20
5/13/1997 29.08 119.08
8/5/1997 30.04 118.12
11/12/1997 32.79 115.37
2/4/1998 18.50 129.66
5/5/1998 29.36 118.80
8/5/1998 31.11 117.05
11/3/1998 30.63 117.53
2/10/1999 31.09 117.07
5/12/1999 31.92 116.24
8/5/1999 32.77 115.39
11/2/1999 36.77 111.39
2/16/2000 19.37 128.79
5/8/2000 35.3 I 112.85
8/3/2000 36.74 111.42
1/18/200 I 20.40 127.76
7/11/2001 21.93 126.23
1/16/2002 21.93 126.23
7/30/2002 22.78 125.38
1/28/2003 20.07 128.09
7/10/2003 45.44 102.72
1/13/2004 28.60 119.56
6/28/2004 Not Measw·cd -System Suspended
11/20/2004 21.22 126.94
1/27/2005 21.16 127.00
5/4/2005 21.38 126.78
7/30/2005 21.52 126.64
✓
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
'
I
I
I
I
I
I
Well
Number
LD-5
'
'
I
I
'
I
Table 5
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to Corrected
Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
6/5/1996 168.03 26.49 141.54
7/1/1996 34.66 133.37
7/31/1996 45.48 122.55
11/8/1996 45.86 122.17
2/5/1997 25.51 142.52
5/13/1997 50.26 117.77
8/5/1997 45.75 122.28
11/12/1997 45.75 122.28
2/4/1998 18.73 149.30
5/5/1998 45.39 122.64
8/5/1998 45.76 122.27
11/3/1998 45.78 122.25
2/10/1999 45.78 122.25
5/12/1999 45.74 122.29
8/5/1999 45.75 122.28
I 1/2/1999 45.74 122.29
2/16/2000 25.06 142.97
5/8/2000 45.42 122.61
8/3/2000 45.77 122.26
1/18/2001 29.85 138.18
7/11/2001 26.65 141.38
1/16/2002 34.35 133.68
7/30/2002 29.72 138.31
1/28/2003 29.48 138.55
7/10/2003 42.30 125.73
1/13/2004 35.95 132.08
6/28/2004 Not Measured -System Suspended
11/20/2004 34.10 133.93
1/27/2005 33.85 134.18
5/4/2005 33.82 134.2 I
7/30/2005 33.98 134.05
✓
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Tables
Groundwater Elevation Data
Macon/Dockery Site
Richmond Countv, North Carolina
Well Date Surveyed Depth to
Number Casing Groundwater
Elevation (ft) (ft)
!Macon Source Area
MW2 2/12/1996 231.39 37.20
4/2/1996 38.33
5/1/1996 38.78
6/5/1996 38.96
7/1/1996 40.52
8/1/1996 43.21
11/8/1996 41.32
2/4/1997 38.83
5/12/1997 34.71
8/5/1997 35.36
11/12/1997 41.54
2/4/1998 37.43
5/5/1998 32.78
8/6/1998 35.93
11/3/1998 38.19
2/10/1999 38.80
I
5/12/1999 39.99
8/5/1999 40.49
' 11/2/1999 42.33 ' 2/16/2000 37.84
5/8/2000 38.14
8/3/2000 45.80
1/18/2001 41.19 ' 7/l 0/2001 39.74
I 1/16/2002 43.16
7/30/2002 43.15
1/28/2003 39.50
7/l 0/2003 33.40
1/13/2004 37.86
6/28/2004 38.95
1/27/2005 41.82
7/30/2005 41.46
I l■M A L
Corrected
Groundwater
Elevation (ft)
I
194.19
193.06
192.61
I 92.43
190.87
I 88.18
190.07
192.56
196.68
196.03
189.85
193.96
198.61
195.46
193.20
192.59
I 91.40
190.90
189.06
193.55
193.25
185.59
190.20
191.65
188.23
188.24
191.89
197.99
193.53
192.44
189.57
189.93
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I Well
Number
MW2A
I
I
I
I
'
i
I
I
I
I
'
Table 5
Groundwater Elevation Data
Macon/Dockery Site
Richmond Countv, North Carolina
Date Surveyed Depth to Corrected
Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
2/12/1996 230.83 37.45 193.38
2/14/1996 37.56 193.27
2/23/1996 39.78 191.05
2/28/1996 39.00 191.83
5/1/1996 38.68 192.15
6/5/1996 39.18 191.65
7/1/1996 40.37 190.46
7/30/1996 43.57 187.26
11/8/1996 40.91 189.92
2/4/1997 38.70 192.13
5/12/1997 35.06 195.77
8/5/1997 35.73 195.10
11/12/1997 41.25 189.58
2/4/1998 37.22 193.61
5/5/1998 32.66 198.17
8/6/1998 35.76 195.07
11/3/1998 37.90 192.93
2/10/1999 38.45 192.38
5/12/1999 39.71 191.12
8/5/1999 40.39 190.44
11/2/1999 42.07 I 88. 76
2/16/2000 38.05 192.78
5/8/2000 38.35 192.48
8/3/2000 42.39 188.44
1/18/200 I 41.44 189.39
7/10/2001 40.65 I 90.18
1/16/2002 43.05 187.78
7/30/2002 43.76 187.07
1/28/2003 39.80 191.03
7/10/2003 34.10 196.73
1/13/2004 37.97 192.86
6/28/2004 39.11 191.72
1/27/2005 42.10 188. 73
7/30/2005 41.90 188.93
j
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
MW3
' I
I
I
I
I
I
I
I
I
Table 5
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to Corrected
Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
2/12/1996 220.67 26.60 194.07
5/1/1996 28.35 192.32
6/5/1996 28.16 192.51
7/1/1996 29.86 190.81
8/1/1996 30 OJ 190.66
11/8/1996 28.57 192.10
2/4/1997 26.03 194.64
5/12/1997 27.50 193.17
8/5/1997 26.08 194.59
J 1/12/1997 28.51 192.16
2/4/1998 23.79 196.88
5/5/1998 21.44 199.23
8/6/1998 23.39 197.28
11/3/1998 24.26 196.41
2/10/1999 42.46 178.21
5/12/1999 25.26 195.41
8/5/1999 26.64 194.03
11/2/1999 28.92 191.75
2/16/2000 27.05 193.62
5/8/2000 27.58 193.09
8/3/2000 29.33 191.34
1/18/2001 31.82 188.85
7/11/2001 33.10 187.57
1/16/2002 35.98 184.69
7/30/2002 37.30 183.37
1/28/2003 33.34 187.33
7/10/2003 25.35 195.32
1/13/2004 28.80 191.87
6/28/2004 30.05 190.62
1/27/2005 31.20 189.47
7/30/2005 31.15 189.52
j
I
I
I
D
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
MW5
I
I I
' ' I
'
'
'
I
'
!
Table 5
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to Corrected
Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
2/12/1996 234.51 37.62 196.89
4/2/1996 37.94 196.57
5/1/1996 38.02 196.49
6/5/1996 38.00 196.51
7/1/1996 39.69 194.82
8/1/1996 39.50 195.01
11/8/1996 37.17 197.34
2/4/1997 35.29 199.22
5/12/1997 33.60 200.91
8/5/1997 36.05 I 98.46
11/12/1997 38.44 196.07
2/4/1998 32.77 201. 74
5/5/1998 28.49 206.02
8/6/1998 31.72 202.79
11/3/1998 33.02 201.49
2/10/1999 33.61 200.90
5/12/1999 34.64 199.87
8/5/1999 36.71 197.80
11/2/1999 38.98 195.53
2/16/2000 37.11 197.40
5/8/2000 38.27 196.24
8/3/2000 39.92 194.59
1/18/200 I 43.30 191.21
7/10/2001 44.69 189.82
1/16/2002 48.69 185.82
7/30/2002 50.85 183.66
1/28/2003 42.85 191.66
7/10/2003 26.17 208.34
1/13/2004 39.25 195.26
6/28/2004 41. 70 192.8 I
1/27/2005 45.15 189.36
7/31/2005 44.78 189.73
/
I
I
I
D
I
I
I
I
I
I
I
I
I
I
I
I
I
I
:1
I
I
I
' I
I
WeU
Number
MW6
I i
I
'
'
'
i
I
Table 5
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to Corrected
Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
2/12/1996 237.13 39.79 197.34
4/2/1996 41.61 195.52
5/1/1996 41.90 195.23
6/5/1996 39.05. 198.08
7/1/1996 41.72 195.41
7/30/1996 44.27 192.86
11/8/1996 44.05 193.08
2/4/1997 39.08 198.05
5/12/1997 38.53 198.60
8/5/1997 39.86 197.27
11/12/1997 43.73 193.40
2/4/1998 40.43 196.70
5/5/1998 33.82 20331
8/6/!998 37.85 199.28
11/3/l 998 37.88 199.25
2/10/1999 38.77 198.36
5/12/1999 42.45 194.68
8/5/!999 43.18 193.95
11/2/1999 42.86 194.27
2/16/2000 40.74 196.39
5/8/2000 40.13 197.00
8/3/2000 43.55 193.58
1/18/2001 46.32 190.81
7/10/2001 43.03 194. IO
1/16/2002 44.88 192.25
7/30/2002 4730 189.83
1/28/2003 42.81 19432
7/10/2003 35.56 201.57
1/13/2004 4112 196.0 I
6/28/2004 43.16 193.97
1/27/2005 46.17 190.96
7/31/2005 45.21 191.92
I
I
I
D
u
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
I
1
• MW7 I
I
I I
I :
I
I
I
'
'
I
I
Table 5
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to Corrected
Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
2/12/1996 228.41 35.57 192.84
4/2/1996 36.23 192.[8
5/1/1996 36.63 191.78
6/5/1996 37.05 191.36
7/1/1996 38.32 190.09
8/1/1996 38.26 190.15
11/8/1996 38.69 189.72
2/4/1997 36.60 191.81
5/12/1997 33.34 195.07
8/5/1997 33.96 194.45
I 1/12/1997 39.IO 189.31
2/4/1998 34.80 193.61
5/5/1998 30.41 198.00
8/6/1998 33.66 194.75
11/4/1998 35.84 192.57
2/10/1999 36.31 192. IO
5/12/1999 37.67 190.74
8/5/1999 38.34 190.07
11/2/1999 40.04 188.37
2/16/2000 36.30 192.11
5/8/2000 37.01 191.40
8/3/2000 46.40 182.01
1/18/200 I 39.82 188.59
7/10/2001 44.33 184.08
1/16/2002 40.76 187.65
7/30/2002 41.55 186.86
1/28/2003 38.02 190.39
7/10/2003 32.38 196.03
1/13/2004 36.25 192.16
6/28/2004 38.12 190.29
1/27/2005 39.55 188.86
7/31/2005 39.28 189.13
/
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
i
I Well
Number
MW8
I
I
' ' '
I
'
\
'
i
'
' '
I
I
I
I
'
' I
Table 5
Groundwater Elevation Data
Maconffiockery Site
Richmond County, North Carolina
Date Surveyed Depth to Corrected
Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
2/12/1996 234.54 39.98 194.56
4/2/1996 40.07 194.47
5/1/1996 41.01 193.53
6/5/1996 41.51 193.03
7/1/1996 43.26 191.28
8/1/1996 43.88 190.66
2/4/1997 42.76 191.78
5/12/1997 37.15 197.39
8/5/1997 38.69 195.85
11/12/1997 42.24 192.30
2/4/1998 36.18 198.36
5/5/1998 32.60 201.94
8/6/1998 35.02 199.52
11/3/1998 36.66 197.88
2/10/!999 36.69 197.85
5/12/1999 37.91 196.63
8/5/1999 40.24 194.30
11/2/1999 42.64 191.90
2/16/2000 38.90 195:64
5/8/2000 41.58 192.96
8/3/2000 44.28 190.26
1/18/2001 45.25 189.29
7/10/2001 44.94 189.60
1/16/2002 45.79 I 88. 75
7/30/2002 47.15 187.39
1/28/2003 43.17 191.37
7/10/2003 38.05 196.49
1/13/2004 42.41 192.13
6/28/2004 44.51 190.03
1/27/2005 45.36 189.18
7/31/2005 45.08 189.46
I
I
0
I
I
I
I
·I
I
I
I
I
I
I
I
I
I
I
I
' i
I
Well
Number
MW8A
'
I
I
I
' I
I
' I
'
'
'
I
Table 5
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to Corrected
Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
2/12/1996 234.44 44.83 I 89.61
4/2/1996 45.53 188.91
5/1/1996 45.81 I 88.63
6/5/1996 45.73 188.71
7/1/1996 49.12 I 85.32
8/1/1996 46.92 187.52
2/4/1997 44.27 190.17
5/12/1997 44.93 I 89.5 I
8/5/1997 45.82 188.62
11/12/1997 47.68 186.76
2/4/1998 33.47 200.97
5/5/1998 39.18 195.26
8/5/1998 43.38 191.06
I 1/3/1998 44.02 190.42
2/10/1999 42.21 192.23
5/12/1999 43.30 19l.l4
8/5/1999 44.93 189.5 I
11/2/1999 47.10 I 87.34
2/16/2000 44. I I l 90.33
5/8/2000 48.41 I 86.03
8/3/2000 48.10 I 86.34
l/18/200 I 51.71 182.73
7/10/2001 52.70 181.74
l/16/2002 53.33 181.11
7/30/2002 56. 13 178.3 l
1/28/2003 48.96 I 85.48
7/10/2003 42.65 19 l. 79
l/13/2004 42.70 I 91. 74
6/28/2004 44.85 I 89.59
1/27/2005 53.24 I 8 I .20
7/3 l/2005 50.37 184.07
✓
I
m
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
I
I
'MW9* I
I I
'
'
'
I
I
'
I
I
'
I
'
I
I
'
I
Table 5
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to Corrected
Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ftl
2/12/1996 254.08 46.60 207.48
2/14/1996 46.70 207.38
2/15/1996 47.68 206.40
2/23/1996 44.03 210.05
2/28/1996 46.04 208.04
5/1/1996 43.55 210.53
6/5/1996 42.89 211.19
7/1/1996 42.84 211.24
7/30/1996 42.30 211.78
11/8/1996 40.65 213.43
2/4/1997 41.68 212.40
5/12/1997 41.57 212.51
8/5/1997 43.38 210.70
11/12/1997 43.24 210.84
2/4/1998 38.80 215.28
5/5/1998 35.43 218.65
8/6/1998 39.84 214.24
11/3/1998 40.46 213.62
2/10/1999 40.98 213.10
5/12/1999 41.36 212.72
8/5/1999 43.25 210.83
11/2/1999 43.89 210.19
2/16/2000 48.36 205.72
5/8/2000 42.87 211.21
8/3/2000 44.45 209.63
1/18/2001 46.97 207.11
7/10/2001 47.85 206.23
1/16/2002 DRY
7/30/2002 DRY
1/28/2003 48.93 205.15
7/10/2003 40.77 213.31
1/13/2004 42.66 211.42
6/28/2004 44.45 209.63
1/27/2005 46.56 207.52
7/31/2005 45.80 208.28
I
u
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
' I
I
'
I Well
Number
MW 10
I
' I
I
I
'
I
I
'
'
I
I I
I
I
I
I
' '
'
Table 5
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to Corrected
Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
2/12/1996 265.51 41.03 224.48
2/15/1996 40.88 224.63
4/2/1996 36.98 228.53
5/1/1996 35.76 229.75
6/5/1996 35.90 229.61
7/1/1996 35.96 229.55
7/30/1996 35.98 229.53
11/8/1996 33.31 232.20
2/4/1997 34.13 231.38
5/12/1997 33.64 231.87
8/5/1997 36.87 228.64
11/12/1997 38.41 227. 10
2/4/1998 27.34 238.17
5/5/1998 26.19 239.32
8/6/1998 33.07 232.44
11/3/1998 33.78 231.73
2/10/1999 33.85 231.66
5/12/1999 34.86 230.65
8/5/1999 38.09 227.42
11/2/1999 40.02 225.49
2/16/2000 37.17 228.34
5/8/2000 37.95 227.56
8/3/2000 39.65 225.86
1/18/2001 44.16 221.35
7/10/2001 44.57 220.94
1/16/2002 48.92 216.59
7/30/2002 50.18 215.33
1/28/2003 49.02 216.49
7/10/2003 34.01 231.50
1/13/2004 38.55 226.96
6/28/2004 45.45 220.06
1/27/2005 46.89 218.62
7/31/2005 46.66 218.85
✓
0
E
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I I Well
Number
MW II*
I
' '
I
'
' I
' '
I
'
I
Table 5
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to Corrected
Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
2/12/1996 271.92 30.72 241.20
2/23/1996 31.00 240.92
2/28/1996 30.00 241.92
5/1/1996 30.31 241.61
6/5/1996 3 I .41 240.5 l
7/1/1996 32.92 239.00
7/30/1996 34.42 237.50
11/8/1996 27.60 244.32
2/4/1997 27.26 244.66
5/12/1997 25.72 246.20
8/5/1997 30.63 241.29
11/12/1997 34.08 237.84
2/4/1998 19.95 251.97
5/5/1998 20.88 251.04
8/6/l 998 29.66 242.26
11/3/1998 29.72 242.20
2/10/1999 26.02 245.90
5/12/1999 30.16 241.76
8/5/1999 35.27 236.65
l 1/2/1999 34.61 237.31
2/16/2000 27.39 244.53
5/8/2000 30.73 241.19
8/3/2000 36.60 235.32
1/18/2001 38.79 233.13
7/10/2001 36.66 235.26
1/16/2002 43.89 228.03
7/30/2002 42.63 229.29
l/28/2003 30.34 241.58
7/10/2003 24.90 247.02
1/13/2004 32.79 239. 13
6/28/2004 35.01 236.91
1/27/2005 37.88 234.04
7/3 l/2005 36.48 235.44
✓
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I I
Well
Number
MW llA
I
I
' I
I
' :
I
I ' I
I
'
I
I
I
I
'
I
I
I
I
I
Table 5
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to Corrected
Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
2/12/1996 270.28 30.22 240.06
4/2/1996 27.05 243.23
5/1/1996 28.05 242.23
6/5/1996 30.62 239.66
7/1/1996 32. 15 238.!3
7/30/1996 33.11 237.17
l l/8/1996 27.!5 243.13
2/4/1997 26.94 243.34
5/12/1997 25.35 244.93
8/5/1997 29.60 240.68
l l/12/1997 33.25 237.03
2/4/1998 19.90 250.38
5/5/1998 20.35 249.93
8/6/1998 29.12 24l.16
11/3/1998 28.98 241.30
2/10/1999 25.82 244.46
5/12/1999 29.68 240.60
8/5/1999 34.48 235.80
11/2/1999 33.72 236.56
2/16/2000 27.30 242.98
5/8/2000 30.13 240.15
8/3/2000 35.15 235.13
1/18/2001 37.88 232.40
7/10/2001 36.06 234.22
1/16/2002 42.85 227.43
7/30/2002 42.75 227.53
l/28/2003 30.02 240.26
7/10/2003 24.20 246.08
1/13/2004 3196 238.32
6/28/2004 34. I 8 236.IO
1/27/2005 37.00 233.28
7/31/2005 36.25 234.03
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
'
'
'
Well
Number
MW 19*
I
I
I
I
'
I
I
!
I
'
'
Table 5
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to Corrected
Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
2/12/1996 236.89 38.49 198.40
2/14/1996 38.82 198.07
2/23/1996 40.90 195.99
2/28/1996 40.50 196.39
5/1/1996 38.44 198.45
6/5/1996 37.91 198.98
7/1/1996 39.23 197.66
7/30/1996 39.65 197.24
11/8/1996 37.10 199.79
2/4/1997 35.33 201.56
5/12/1997 33.37 203.52
8/5/1997 36.45 200.44
11/12/1997 38.38 198.51
2/4/1998 33.02 203.87
5/5/1998 27.69 209.20
8/6/1998 31.30 205.59
11/3/1998 32.47 204.42
2/10/1999 33.08 203.81
5/12/1999 34.26 202.63
8/5/1999 36.45 200.44
11/2/1999 39.06 197.83
2/16/2000 37.92 198.97
5/8/2000 38.13 198.76
8/3/2000 39.75 197.14
1/18/2001 43.00 193.89
7/10/2001 47.18 189. 71
1/16/2002 DRY
7/30/2002 DRY
1/28/2003 44.55 192.34
7/10/2003 34.15 202.83
1/13/2004 38.80 198.09
6/28/2004 42.03 194.86
1/27/2005 44.70 192.19
7/31/2005 43.77 193.12
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
UMS-1
'
I
'
'
'
i
'
I
I
'
I
I
I
'
'
I
I
'
I
' I
Table5
or.uuuuw.a1er. nIe.Y.auuu ua1a
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to Corrected
Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
6/5/1996 238.96 44.15 194.8 I
7/1/1996 44.70 194.26
7/30/1996 58.60 180.36
l l/8/1996 58.88 180.08
2/4/1997 39.85 I 99.11
5/12/1997 40.80 198.16
8/5/1997 49.19 189.77
11/12/1997 54.30 184.66
2/4/1998 40.65 198.3 l
5/5/1998 43.38 195.58
8/6/1998 50.18 188. 78
11/3/1998 38.80 200.16
2/10/1999 39.54 199.42
5/12/1999 56.66 182.30
8/5/1999 58.78 180.18
l l/2/1999 43.79 195.17
2/16/2000 41.71 I 97.25
5/8/2000 40.27 198.69
8/3/2000 44.60 194.36
1/18/200 I 56.37 182.59
7/10/2001 44.23 194.73
1/16/2002 47.90 191.06
7/30/2002 48.59 190.37
l/28/2003 42.91 196.05
7/10/2003 36.73 202.23
1/13/2004 49.00 189.96
6/28/2004 49.40 189.56
1/27/2005 53.95 185.01
7/31/2005 53.44 185.52
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
UMS-2
I
I
I
I
I
I
I
I
I
I
!
I
I
I
I
I
I
i
I
I
I
Table 5
1::rcuuuu.w.a1cc Eilt:Y.auuu 1:1a1a
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to Corrected
Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
6/5/1996 236.31 64.75 171.56
7/1/1996 57.60 178.71
7/30/1996 64.58 171.73
11/8/1996 65.40 170.91
2/4/1997 62.15 174.16
5/12/1997 37.95 198.36
8/5/1997 38.56 197.75
11/12/1997 63.59 172.72
2/4/1998 56.75 179.56
5/5/1998 49.99 186.32
8/6/1998 53.66 182.65
11/3/1998 57.28 179.03
2/10/1999 62.24 174.07
5/12/1999 64.71 171.60
8/5/1999 65.15 171.16
11/2/1999 65.07 171.24
2/!6/2000 41.08 195.23
5/8/2000 40.72 195.59
8/3/2000 64.83 171.48
1/18/2001 44.22 192.09
7/10/2001 43.36 192.95
1/16/2002 46.18 190.13
7/30/2002 46.76 189.55
1/28/2003 42.80 193.51
7/I0/2003 37.01 199.30
1/13/2004 40.58 195.73
6/28/2004 41.55 194.76
1/27/2005 40.03 196.28
7/31/2005 40.12 196.19
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
UMS-3
!
'
I
'
I
I
'
i
' i
I
I
'
;
Table5
br:uuuuw.au::r: ~•t:Y.auuu 1::1a1a
Macon/Dockery Site
Richmond Countv, North Carolina
Date Surveyed Depth to Corrected
Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
6/5/1996 235.75 43.46 192.29
7/1/1996 72.78 162.97
7/30/1996 72.87 162.88
11/8/1996 73.13 162.62
2/4/1997 42.68 193.07
5/12/1997 71.80 163.95
8/5/1997 72.88 162.87
11/12/1997 62.98 172.77
2/4/1998 72.50 163.25
5/5/1998 38.95 196.80
8/6/1998 49.98 185. 77
11/3/1998 67.65 168.10
2/10/1999 39.13 196.62
5/12/1999 39.95 195.80
8/5/1999 42 06 193.69
11/2/1999 44.31 191.44
2/16/2000 41.75 194.00
5/8/2000 68.22 167.53
8/3/2000 46.22 I 89.53
1/18/200 I 71.61 164.14
7/10/2001 58.56 177.19
1/16/2002 69.10 166.65
7/30/2002 71.73 164.02
1/28/2003 47 02 188. 73
7/10/2003 40.00 195.75
1/13/2004 60.90 174.85
6/28/2004 56.50 179.25
1/27/2005 64.12 l 71.63
7/31/2005 54.59 18Ll6
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
UMS-4
i
'
I
I
i
I
I
I
' I
I
I
I
!
'
'
I
I
!
'
Table 5
nr.:uuuu.w.au:r.: nu::.v.auuu uala
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to Corrected
Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
6/5/1996 236.53 75.66 160.87
7/1/1996 76.58 159.95
7/30/1996 76.98 159.55
11/8/1996 76.44 160.09
2/4/1997 36.60 199.93
5/12/1997 33.55 202.98
8/5/1997 77.68 158.85
11/12/1997 38.40 198.13
2/4/1998 77.88 158.65
5/5/1998 58.44 178.09
8/6/1998 78.04 158.49
11/3/1998 78.05 158.48
2/10/1999 78.04 158.49
5/12/1999 53.82 182. 71
8/5/1999 36.70 199.83
11/2/1999 49.62 186.9 I
2/16/2000 46.41 190. I 2
5/8/2000 39.50 197.03
8/3/2000 39.30 197.23
1/18/2001 42.02 194.51
7/10/2001 43.34 193.19
1/16/2002 46.19 190.34
7/30/2002 48.00 188.53
1/28/2003 45.38 191.15
7/10/2003 34.70 201.83
1/13/2004 63.30 173.23
6/28/2004 65.10 171.43
1/27/2005 57.90 178.63
7/31/2005 63.25 178.63
✓
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
' I
I
Well
Number
UMS-5
I
'
I
'
'
I
:
I
Tables
Groundwater Elevation Data
Macon/Dockery Site
Richmond Countv, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
6/5/1996 257.62 82.55
7/1/1996 81.00
7/30/1996 82.87
11/8/1996 79.92
2/4/1997 82.95
5/12/1997 41.49
8/5/1997 82.62
11/12/1997 81.89
2/4/1998 81.93
5/5/1998 39.22
8/6/1998 57.57
11/3/1998 76.82
2/10/1999 80.76
5/12/1999 82.12
8/5/1999 83.24
11/2/1999 82.85
2/16/2000 82.45
5/8/2000 81.19
8/3/2000 83.55
1/18/200 I 77.49
7/10/2001 66.30
1/16/2002 79.00
7/30/2002 76.65
1/28/2003 50.29
7/10/2003 77.51
1/13/2004 43.45
6/28/2004 45.61
1/27/2005 80.20
7/31/2005 68.60
Corrected
Groundwater
Elevation (ft)
175.07
176.62
174.75
177.70
174.67
2 I 6.13
175.00
175.73
175.69
218.40
200.05
180.80
176.86
175.50
174.38
174.77
175.17
176.43
174.07
180.13
19132
178.62
180.97
207.33
180.11
214.17
212.01
177.42
189.02
/
I
I
I
I
I
0
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
' I
Well
Number
Upper
Macon
MW2I*
Table 5
Groundwater Elevation Data
Macon/Dockery Site
Richmond Countv, North Carolina
Date Surveyed Depth to Corrected
Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
2/14/1996 155.52 14.52 141.00
2/23/1996 15.60 139.92
2/28/1996 14.65 140.87
5/2/1996 14.38 141.14
6/5/1996 15.47 140.05
7/30/1996 7.02 148.50
11/7/1996 14.62 140.90
2/4/1997 14.48 141.04
5/12/1997 14.44 141.08
8/5/1997 15.25 140.27
11/12/1997 15.79 139.73
2/4/1998 13.98 141.54
5/5/1998 12.27 143.25
8/6/1998 14.33 141.19
11/3/1998 14.80 140. 72
2/10/1999 13.74 141.78
5/12/1999 14.44 141.08
8/5/1999 16. 71 138.81
11/2/1999 15.85 139.67
2/16/2000 14.25 141.27
5/8/2000 15.14 140.38
8/3/2000 17.85 137.67
1/18/200 I 17.75 137.77
7/10/2001 17.86 137.66
1/16/2002 19.95 135.57
7/31/2002 19.20 136.32
1/28/2003 15.18 140.34
7/l0/2003 14.57 140.95
1/13/2004 16.08 139.44
6/28/2004 17.21 138.31
1/27/2005 18.99 136.53
7/31/2005 18.33 137.19
✓
I
I
I
0
I
I
I
I
I
I
I
I
I
I
I
I
I
I
' I
i
Well
Number
MW23*
'
I
' i I
I
'
'
I
'
Table 5
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to Corrected
Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
2/14/1996 I 55.54 4.45 151.09
2/23/1996 5.73 149.81
2/28/1996 4.07 151.47
5/3/1996 5.19 150.35
6/5/1996 5.59 149.95
7/1/1996 7.56 147.98
7/30/1996 7.72 147.82
I 1/6/1996 6.19 149.35
2/4/1997 4.99 150.55
5/12/1997 5.88 149.66
8/5/1997 5.32 150.22
11/12/1997 6.47 149.07
2/4/1998 3.67 151.87
5/5/1998 4.11 151.43
8/6/1998 6.45 149.09
11/3/1998 6.47 149.07
2/10/1999 6.55 148.99
5/12/1999 7.06 148.48
8/5/1999 8.46 147.08
11/2/1999 8.98 146.56
2/16/2000 6.13 149.41
5/8/2000 6.78 148.76
8/3/2000 9.03 146.5 I
1/18/2001 24.62 130.92
7/10/2001 8.77 146.77
1/16/2002 10.47 145.07
7/30/2002 10.15 145.39
1/28/2003 4.77 150.77
7/10/2003 4.65 150.89
1/13/2004 6.69 148.85
6/28/2004 7.62 147.92
1/27/2005 8.60 146.94
7/31/2005 7.35 148.19
✓
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
UM-I
I
I
Table5
ror.uuuu.w.au:c r.tlt=Y.auuu u2:11a
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
6/5/1996 183.68 37.01
7/1/1996 36.47
7/30/1996 41.10
11/8/1996 39.44
2/4/1997 39.36
5/12/1997 40.46
8/5/1997 42.03
11/12/1997 30.86
2/4/1998 45.99
5/5/1998 44.93
8/6/1998 46.32
11/3/1998 36.00
2/10/1999 46.23
5/12/1999 46.16
8/5/1999 47.19
11/2/1999 48 01
2/16/2000 37.34
5/8/2000 40.45
8/3/2000 Diy
1/18/2001 31.40
7/10/2001 45.00
1/16/2002 35.87
7/30/2002 34.75
1/28/2003 47.88
7/10/2003 30.00
1/13/2004 39.95.
6/28/2004 31.47
1/27/2005 52.60
7/31/2005 55 08
Corrected
Groundwater
Elevation (ft)
146.67
147.21
142.58
144.24
144.32
143.22
141.65
152.82
137.69
138.75
137.36
147.68
137.45
137.52
136.49
135.67
146.34
143.23
Diy
152.28
138.68
147.8 I
148.93
135.80
153.68
143.73
152.21
131.08
128.60
/
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
1 Number
UM-2
Table 5
b[UUUUW.au:r: fllt:Y.auuu t:U:lla
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
6/5/1996 194.13 43.02
7/1/1996 47.95
7/30/1996
11/8/1996
2/4/1997
5/12/1997
8/5/1997
I 1/12/1997
2/4/1998
5/5/1998
8/6/1998
11/3/1998
2/10/1999
5/12/1999
8/5/1999
11/2/1999
2/16/2000
5/8/2000
8/3/2000
1/18/2001
7/10/2001
1/16/2002
7/30/2002
1/28/2003
7/10/2003
1/13/2004
6/28/2004
1/27/2005
7/31/2005
47.33
45.41
45.51
46.24
45.72
40.01
49.57
48.14
50.59
39.20
48.11
51.91
52.68
55.91
44.84
46.30
30.10
40.50
51.53
46.02
44.46
60.01
37.03
46.35
40.05
5120
53. 18
Corrected
Groundwater
Elevation (ft)
151.11
146.18
146.80
148.72
148.62
147.89
148.41
154.12
144.56
145.99
143.54
154.93
146.02
142.22
141.45
138.22
149.29
147.83
164.03
153.63
142.60
148.11
149.67
134.12
157.10
147.78
154.08
142.93
140.95
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
:
Well
Number
'
lJlvl-3
I
'
'
'
I
' I
!
Table 5
b[UUUU.W.lllt![ f:llt:Y.auuu bllllll
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to Corrected
· Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
6/5/1996 180.35 . 32.17 148.18
7/1/1996 32.18 I 48.17
7/30/1996 32.36 147.99
11/8/1996 32.31 148.04
2/4/1997 32.27 148.08
5/12/1997 32.25 148.10
8/5/ I 997 32.27 148.08
11/12/1997 19.81 160.54
2/4/1998 72.50 107.85
5/5/1998 32.24 148.11
8/6/1998 32.25 148.10
11/3/1998 19.69 160.66
2/10/1999 32.21 148.14
5/12/1999 32.21 148.14
8/5/1999 32.24 148.11
11/2/1999 32.24 148.11
2/16/2000 32.22 148.13
5/8/2000 32.05 148.30
8/3/2000 32.09 148.26
l/ 18/200 I 18.39 161.96
7/10/2001 3233 148 02
1/16/2002 22.75 I 57.60
7/30/2002 21.16 159.19
1/28/2003 33.77 146.58
7/10/2003 32.48 147.87
1/13/2004 19.40 160.95
6/28/2004 20.06 160.29
1/27/2005 24.50 155.85
7/31/2005 25.24 155.11
✓
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
:1
I
I Well
I
! Number
I
UM-4
I
'
I
I
'
Table 5
bf.UUUUW.Ult![ blt:Y.auuu .1:uua
Macon/Dockery Site
Richmond Countv, North Carolina
Date Surveyed Depth to Corrected
Casing Groundwater Groundwater
. Elevation (ft) (ft) Elevation (ft)
6/5/1996 171.91 21.85 150.06
7/1/1996 21.10 150.81
7/30/1996 27.55 144.36
11/8/1996 24.52 147.39
2/4/1997 25.62 146.29
5/12/1997 31.98 139.93
8/5/1997 30.54 141.37
11/12/1997 9.41 162.50
2/4/1998 38.19 133.72
5/5/1998 45.78 126. 13
8/6/1998 41.81 130.10
11/3/1998 9.30 162.61
2/10/1999 47.70 124.21
5/12/1999 49.25 122.66
8/5/1999 40.13 131.78
11/2/1999 42.80 129.11
2/16/2000 13.00 158.91
5/8/2000 18.23 153.68
8/3/2000 29.10 142.81
1/18/2001 8.18 163.73
7/10/2001 22.53 149.38
1/16/2002 12.40 159.51
7/30/2002 I 1.08 160.83
1/28/2003 6.99 164.92
7/10/2003 7.45 164.46
1/13/2004 12.83 159.08
6/28/2004 10.12 161.79
1/27/2005 25.IO 146.81
7/31/2005 19.56 152.35
,I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I Well
I Number
'
UM-5
'
I
I
'
I
Table 5
k:J[UUUUWUltC £,ltY.auuu 1:,1a1a
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to Corrected
Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
6/5/1996 168.32 I 1.77 156.55
7/l/1996 12.13 156.19
7/30/1996 16.92 151.40
11/8/1996 13.85 154.47
2/4/1997 14.92 153.40
5/12/1997 16.15 152.17
8/5/1997 13.65 154.67
11/12/1997 6 09 162.23
2/4/1998 14.03 154.29
5/5/1998 17.38 150.94
8/6/1998 17.57 150. 75
I 1/3/1998 609 162.23
2/10/1999 16.71 151.61
5/12/l 999 19.45 148.87
8/5/1999 19.21 149.ll
11/2/1999 26.98 141.34
2/16/2000 7.51 160.81
5/8/2000 11.03 157.29
8/3/2000 20.30 148.02
1/18/2001 4.74 163.58
7/10/2001 16.72 151.60
l/16/2002 9.18 159.14
7/30/2002 7.44 160.88
1/28/2003 3.45 164.87
7/10/2003 3.85 164.47
1/13/2004 8.00 160.32
6/28/2004 6.49 161.83
1/27/2005 13.75 154.57
7/31/2005 14.50 153.82
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
:
I
' Well
Number
I
UM-6
'
Table 5
b[UUUUWaLt:[ e.1t:Y.auuu uaLU
Macon/Dockery Site
Richmond Countv, North Carolina
Date Surveyed Depth to Corrected
Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
6/5/1996 173.05 11.72 161.33
7/1/1996 13.23 159.82
7/30/1996 17.58 155.47
11/8/1996 14.40 158.65
2/4/1997 14.79 158.26
5/12/1997 15.26 157.79
8/5/1997 14.45 158.60
11/12/1997 9.84 163.21
2/4/1998 10.51 162.54
5/5/1998 11.30 161. 75
8/6/1998 16.40 156.65
11/3/1998 9.64 163.41
2/10/1999 16.32 156. 73
5/12/1999 18.90 154.15
8/5/1999 18.90 154.15
I 1/2/1999 21.22 151.83
2/16/2000 10.08 162.97
5/8/2000 13.17 159.88
8/3/2000 20.90 152.15
1/18/200 I 8.62 164.43
7/10/2001 18.75 154.30
1/16/2002 12.65 160.40
7/30/2002 11.14 161.91
1/28/2003 7.59 165.46
7/10/2003 8.80 164.25
1/13/2004 10.25 162.80
6/28/2004 12.71 160.34
1/27/2005 12.95 160. JO
7/31/2005 13.05 160.00
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
'
I Well
' Number
I
UM-7
:
I
i
'
I
I
'
I
Table 5
ur.uuuu:w.au:r. ~lt:Y.auuu .1::1a1a
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to Corrected
Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation ( ft)
6/5/1996 187.29 54.45 132.84
7/1/1996 54.58 132.71
7/30/1996 54.59 132.70
11/8/1996 55.00 132.29
2/4/1997 54.73 132.56
5/12/1997 55.34 131.95
8/5/1997 54.78 132.51
11/12/1997 19.96 167.33
2/4/1998 54.75 132.54
5/5/1998 54.73 132.56
8/6/1998 54.98 132.31
11/3/1998 22.57 164.72
2/10/1999 54.72 132,57
5/12/1999 54.53 132.76
8/5/1999 54.79 132.50
11/2/1999 54.75 132,54
2/16/2000 48,91 138,38
5/8/2000 19.30 167.99
8/3/2000 54.57 132.72
1/18/2001 19.32 167.97
7/10/2001 54.87 132.42
1/16/2002 21.79 165.50
7/30/2002 21.02 166.27
1/28/2003 17.76 169,53
7/10/2003 17.72 169.57
1/13/2004 45.25 142,04
6/28/2004 20.40 166.89
1/27/2005 48.12 139.17
7/31/2005 48.60 138.69
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
: Well
Number
'
Lhwer :
Macon
M,W4
'
:
Table 5
Groundwater Elevation Data
Macon/Dockery Site
Richmond Countv, North Carolina
Date Surveyed Depth to Corrected
Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
.
2/14/1996 184.21 40.79 143.42
4/2/1996 46.08 138.13
5/2/1996 45.72 138.49
6/5/1996 43.29 140.92
7/1/1996 42.09 142.12
7/30/1996 45.71 138.50
11/8/1996 46.35 137.86
2/4/1997 40.86 143.35
5/12/1997 44.15 140.06
8/5/1997 44.08 140.13
11/12/1997 41.79 142.42
2/4/1998 42.77 141.44
5/5/1998 40.60 143.61
8/6/1998 41.77 142.44
11/3/1998 40.12 144.09
2/10/1999 43.22 140.99
5/12/1999 43.16 141.05
8/5/1999 26.48 157.73
l l/2/1999 42.56 141.65
2/16/2000 39.70 144.51
5/8/2000 40.35 143.86
8/3/2000 41.15 143.06
Ill 8/200 I 42.24 141.97
7/10/2001 43.17 141.04
1/16/2002 45.26 138.95
7/30/2002 44.73 139.48
1/28/2003 34.52 149.69
7/10/2003 39.22 144.99
1/13/2004 39.35 144.86
6/28/2004 40.75 143.46
1/27/2005 40.56 143.65
7/31/2005 40.23 143.98
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
: Well
'
1 Number
I
M\v12
'
Table 5
Groundwater Elevation Data
Macon/Dockery Site
Richmond Countv, North Carolina
Date Surveyed Depth to
2/14/1996
4/2/1996
5/2/1996
6/5/1996
7/1/1996
7/30/1996
11/8/1996
2/4/1997
5/12/1997
8/5/1997
11/12/1997
2/4/1998
5/5/1998
8/6/1998
11/3/1998
2/10/1999
5/12/1999
8/5/1999
11/2/1999
2/16/2000
5/8/2000
8/3/2000
1/18/200 I
7/10/2001
1/16/2002
7/30/2002
1/28/2003
7/10/2003
1/13/2004
6/28/2004
1/27/2005
7/31/2005
Casing Groundwater
Elevation (ft) (ft)
171.98 24.87
26.18
26.09
25.97
27.37
27.55
26.24
24.38
25.27
25.66
25.74
22.58
23.02
24.35
24.30
24.12
24.87
26.48
23.31
22.54
23.38
25.05
27.96
26.31
30.82
30.26
25.04
30.95
24.86
26.28
25.10
25.61
Corrected
Groundwater
Elevation (ft)
147.11
145.80
145.89
146.01
144.61
144.43
145.74
147.60
146.71
146.32
146.24
149.40
148.96
147.63
147.68
147.86
147.11
145.50
148.67
149.44
148.60
146.93
144.02
145.67
14116
141.72
146.94
141.03
147.12
145.70
146.88
146.37
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
I Number
M'w 13*
Table 5
Groundwater Elevation Data
Macon/Dockery Site
Richmond Countv, North Carolina
Date Surveyed
Casing
Elevation (ft)
Depth to
Groundwater
2/14/1996
2/23/1996
2/28/1996
4/2/1996
5/2/1996
6/5/1996
7/1/1996
7/30/1996
11/8/1996
2/4/1997
5/12/1997
8/5/1997
l l/l l/1997
2/4/1998
5/5/1998
8/6/1998
11/3/1998
2/10/1999
5/12/1999
8/5/1999
11/2/1999
2/16/2000
5/8/2000
8/3/2000
1/18/200 I
7/10/200 I
1/16/2002
7/30/2002
1/28/2003
7/10/2003
1/13/2004
6/28/2004
1/27/2005
7/31/2005
188.67
(ft)
49.22
50.20
49.25
50.85
51.38
49.88
50.55
51.59
52.15
49.40
49.42
49.32
50.29
48.25
42.56
45.70
47.33
49.14
49.11
50.19
49.41
48.23
48.05
50.40
50.52
DRY
DRY
53.IO
48.61
40.01
46.50
48.46
49.71
49.55
Corrected
Groundwater
Elevation (ft)
I 39.45
138.47
I 39.42
137.82
137.29
138.79
I 38.12
137.08
136.52
139.27
139.25
139.35
138.38
140.42
146.11
142.97
141.34
139.53
139.56
138.48
139.26
140.44
140.62
138.27
138.15
DRY
135.57
140.06
148.66
142.17
140.21
138.96
139.12
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
'
I
I
'
I Well
Number
'
MWl4
I
'
'
'
I
'
Table 5
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to Corrected
Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
2/14/1996 177.34 34.24 143.10
4/2/1996 ruy dry
5/2/1996 ruy ruy
6/5/1996 35.19 142.15
7 /l/ 1996 ruy ruy
7/30/1996 ruy ruy
11/8/1996 ruy ruy
2/4/1997 34.63 142. 71
5/12/1997 ruy ruy
8/5/1997 ruy ruy
11/11/1997 ruy ruy
2/4/1998 34.09 143.25
5/5/1998 33.80 143.54
8/6/1998 35.22 142.12
11/3/1998 34.76 142.58
2/10/1999 ruy ruy
5/12/1999 ruy ruy
8/5/1999 dry ruy
11/2/1999 33.50 143.84
2/16/2000 32.32 145.02
5/8/2000 32.18 145.16
8/3/2000 41.70 135.64
1/18/2001 ruy ruy
7/10/2001 35.27 142.07
1/16/2002 DRY
7/30/2002 35.65 141.69
1/28/2003 34.16 143.18 I
7/10/2003 30.03 l473Z
1/13/2004 33.96 143.39' ~
6/28/2004 34.53 142.!IZ I
1/27/2005 34.54 142.80
7/31/2005 34.15 143.19
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
' Well '
I Number
'
MW 14R
I
' I
I
I
I
I
I
I
'
I
I
Table 5
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to Corrected
Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
2/14/1996 175.95 34.50 141.45
4/2/1996 38.81 137.14
5/2/1996 39.27 136.68
6/5/1996 38.85 137.10
7/1/1996 37.98 137.97
7/30/1996 40.03 135.92
11/8/1996 40.39 135.56
2/4/1997 35.60 140.35
5/12/1997 38.74 137.21
8/5/1997 37.61 138.34
11/11/1997 37.09 138.86
2/4/1998 35.8 I 140.14
5/5/1998 35.65 140.30
8/6/1998 37.32 138.63
11/3/1998 36. I 8 139.77
2/10/1999 37.37 138.58
5/12/1999 37.50 138.45
8/5/1999 37.67 138.28
11/2/1999 34.22 141. 73
2/16/2000 32.68 143.27
5/8/2000 32.18 143.77
8/3/2000 Dry Dry
1/18/200 I 36.75 139.20
7/10/2001 35.80 140.15
1/16/2002 39.44 136.51
7/30/2002 38.74 137.21
1/28/2003 34.48 141.47
7/10/2003 30.07 145.88
1/13/2004 34.57 141.38
6/28/2004 35.02 140.93
1/27/2005 35.03 140.92
7/31/2005 34.82 141.13
/
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
m
m
I
I
I Well
: Number
MW22*
'
'
I
I
I
I
i
I
'
' I
I
Table 5
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to Corrected
Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
2/14/1996 128.25 5.73 122.52
2/23/1996 6.76 121.49
2/28/1996 5.59 122.66
5/2/1996 6.87 121.38
6/5/1996 7.05 121.20
7/1/1996 6.78 121.47
7/30/1996 2.31 125.94
11/8/1996 6.96 121.29
2/4/1997 6.03 122.22
5/12/1997 6.80 121.45
8/5/1997 6.56 121.69
11/11/1997 6.24 122.0 I
2/4/1998 5.64 122.61
5/5/1998 5.92 122.33
8/6/1998 6.46 121. 79
11/3/1998 6.10 122.15
2/10/1999 6.24 122.01
5/12/1999 6.59 121.66
8/5/1999 6.94 121.3 I
11/2/1999 5.98 122.27
2/16/2000 5.42 122.83
5/8/2000 6.12 122.13
8/3/2000 7.25 121.00
1/18/200 I 9.48 118. 77
7/10/2001 NM
1/16/2002 6.80 121.45
7/30/2002 7.42 120.83
1/28/2003 6.97 121.28
7/10/2003 5.36 122.89
1/13/2004 6.05 122.20
6/28/2004 6.61 121.64
1/27/2005 6.52 121. 73
7/31/2005 6.58 121.67
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I Well
!Number
!
LM-1
I
I
I
I
:
'
'
'
' '
i
I
Table 5
t::Jr.uuuu».a1~i: e.I~Y.a11uu wau,
Macon/Dockery Site
Richmond Countv, North Carolina
Date Surveyed Depth to Corrected
Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
6/5/1996 175.68 69.79 105.89
7/1/1996 38.61 137.07
7/30/1996 69.78 105.90
11/8/1996 70.04 105.64
2/4/1997 36.12 139.56
5/12/1997 68.90 106.78
8/5/1997 69.94 105.74
11/11/1997 38.31 137.37
2/4/1998 69.65 106.03
5/5/1998 69.87 105.81
8/6/1998 69.86 105.82
11/3/1998 37.57 138.11
2/10/1999 61.89 I I 3. 79
5/12/1999 57.69 117.99
8/5/1999 60.57 115.JJ
11/2/1999 35.04 140.64
2/16/2000 33.00 142.68
5/8/2000 35.72 139.96
8/3/2000 36.30 139.38
1/l 8/2001 37.41 138.27
7/10/2001 37.73 137.95
1/16/2002 40.41 135.27
7/30/2002 39.40 136.28
1/28/2003 62.00 113.68
7/10/2003 30.79 144.89
1/13/2004 36.70 138.98
6/28/2004 35.79 139.89
1/27/2005 36.95 138.73
7/31/2005 35.99 139.69
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
i
' I
I Well
· Number
I
LM-2
'
'
I
'
I
'
I
!
Table5
bCUUUU.W.HlCC e,1t:Y.auuu t:t:a1a
Macon/Dockery Site
Richmond Countv, North Carolina
Date Surveyed Depth to Corrected
Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
6/5/1996 157.20 62.06 95.14
7/1/1996 25.08 132.12
7/30/1996 58.36 98.84
11/8/1996 62.16 95.04
2/4/1997 25.98 131.22
5/12/1997 63.50 93.70
8/5/1997 56.96 I 00.24
11/11/1997 26.86 130.34
2/4/1998 53.33 103.87
5/5/1998 43.23 113.97
8/6/1998 40.85 116.35
11/3/1998 26.30 130.90
2/10/1999 37.86 119.34
5/12/1999 33.61 123.59
8/5/1999 30.68 126.52
11/2/1999 24.80 132.40
. 2/16/2000 23.85 133.35
5/8/2000 24.30 132.90
8/3/2000 31.00 126.20
1/18/200 I 26.37 130.83
7/10/2001 28.78 128.42
1/16/2002 28.72 128.48
7/30/2002 28.08 129.12
1/28/2003 24.99 132.21
7/10/2003 21.22 135.98
1/13/2004 25.60 131.60
6/28/2004 25.40 131.80
1/27/2005 26.84 130.36
7/31/2005 25.80 131.40
j
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
'
Well
I Number
'
LM-3
'
'
'
'
I
'
'
'
Table 5
r.-cuuuuwa1cc 1>Icy_auuu wa1a
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to Corrected
Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
6/5/1996 157.09 61.16 95.93
7/1/1996 27,78 129.31
7/30/1996 49.40 107.69
11/8/1996 67.24 89,85
2/4/1997 27.11 129,98
5/12/1997 57.52 99.57
8/5/1997 42.42 114.67
11/11/1997 27,78 129.31
2/4/1998 43.27 113.82
5/5/1998 33.48 123.61
8/6/1998 33.48 123.61
11/3/1998 26.75 130.34
2/10/1999 34.02 123.07
5/12/1999 33.78 123.31
8/5/1999 34.08 123.01
11/2/1999 26.24 130.85
2/16/2000 24.50 · 132.59
5/8/2000 25.44 131.65
8/3/2000 36.07 121.02
1/18/2001 26.93 130.16
7/10/2001 36.42 120.67
1/16/2002 29.00 128.09
7/30/2002 28.80 128.29
1/28/2003 25.78 131.31
7/10/2003 22.49 134.60
1/13/2004 32.25 124,84
6/28/2004 33.15 123.94
1/27/2005 34.09 123.00
7/31/2005 26.85 130.24
j
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
'
' I
I Well
· Number
i
LM-4
I
'
I
:
' I
I
I
'
'
I
'
Table 5
1::J'f.UUUUW.HLC[ .e.1eY.HUUU .ua1a
Macon/Dockery Site
Richmond Countv, North Carolina
Date Surveyed Depth to Corrected
Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
6/5/1996 166.84 68.60 98.24
7/1/1996 37.72 129.12
7/30/1996 56.91 109.93
11/8/1996 74.86 9198
2/4/1997 36.82 130 02
5/12/1997 67.80 99,04
8/5/1997 55.14 111.70
11/11/1997 37.29 129.55
2/4/1998 56.01 I 10.83
5/5/1998 46.03 120.81
8/6/1998 45.00 121.84
11/3/1998 36.29 130.55
2/10/1999 46.40 120.44
5/12/1999 46.35 120.49
8/5/1999 47.23 I 19.61
11/2/1999 36.75 130.09
2/16/2000 35.35 131.49
5/8/2000 40.15 126.69
8/3/2000 49.50 117.34
1/18/200 I 37.51 129.33
7/10/2001 7.20 159.64
1/16/2002 39.41 127.43
7/30/2002 39.87 126.97
1/28/2003 3125 135.59
7/10/2003 2135 145.49
l/13/2004 35.60 131.24
6/28/2004 35.60 13124
1/27/2005 37.66 129.18
7/31/2005 35.47 131.37
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
'
' I
' Well I
Number
I
I
LM-5
' '
'
I
'
I
'
I
'
I
i
I
I
'
I
I
I
I
'
I
I
I
'
!
Table 5
~f.VM!JY!Y.Ult:f. ~ll;Y.UYIJ!J WUUJ
Macon/Dockery Site
Richmond Countv, North Carolina
Date Surveyed Depth to Corrected
Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
6/5/1996 186.59 66.50 120.09
7/1/1996 43.91 142.68
7/30/1996 66.80 119. 79
11/8/1996 66.86 119.73
2/4/1997 42.85 143.74
5/12/1997 66.90 119.69
8/5/1997 66.84 119.75
I l/11/1997 43.84 142.75
2/4/1998 66.88 119. 71
5/5/1998 67.99 118.60
8/6/1998 68.04 118.55
11/3/1998 42.10 144.49
2/10/1999 68.12 118.47
5/12/1999 67.73 118.86
8/5/l 999 68.12 118.47
11/2/1999 42.45 144.14
2/16/2000 41.35 145.24
5/8/2000 75.54 111.05
8/3/2000 54.57 132.02
1/18/200 I 44.20 142.39
7 /10/200 I 45.00 141.59
1/16/2002 47.00 139.59
7/30/2002 46.35 140.24
1/28/2003 42.32 144.27
7/10/2003 37.06 149.53
1/13/2004 41.45 145.14
6/28/2004 42.08 144.51
1/27/2005 42.00 144.59
7/31/2005 43.85 142.74
.j
-
Upper Dockery
MW!>
(DUP2)
(DUP)
(DUP 2)
(DUPLICATE I)
(DUP I)
(DUP I)
(DUP 1)
(DUP I)
(DUP) I
(DUP I)
(DUP I)
(DUP I)
{DUP I)
2/13/1996
51211996
7/31/1996
7/31/1996
11/7/1996
11/7/1996
11511991
511111997
5/12/1997
&1511997
11/12/1997
11/12/1997
2/5/1998
2/5/1998
5/611998
51611998
8/6/1998
11/3/1998
2/11/1999
5/12/1999
BIS/1999
1112.11999
211mooo
5/9/2000
81312000
1/18/2001
lf1&'2001
7/J 1/2001
7/11/2001
l/]6'2002
1/16/2002
7/31/2002
· 7/31/2002
1/28/2003
1/28/1003
7/10/1003
1/13/200<1
l/13/2004
6/28/2004
6/2&'2004
1/28/2005
-
,,,
'" <25
<25
<25
<,0
<25
<100
<100
<JO
"' <JO
<25
<JO
"' '" <100
'"' <25
<25
<25
<JO
<JO
<JO
<5.0
<5.0
<5.0
<5 .. 0
"'' <50
<5.0
<5.0
<5.0
<LO
<LO
<5.0
<25
<20
<20
<20
<LO
-
22
" "'' <25
19
<,0
62
<JOO
<JOO
17
II
<10
<25
<JO
66
96
<JOO
'"' <25
"'' <25
<10
<JO
<JO > I >8
65
11.0
9.9
<5.0
<5.0
,.1
<5.0
1.4
1.6
51.0
"'' <20
<20
<20
3-9
280
630
610
4,0
1111111
1600
1200
.J80
"" 330
220
46
200
310
1300
1800
2100
1300
610
"' 390
320
90
220
130
140
130
160
130
82
160
100
97
13
16
440
430
310
280
170
93
-
"' "'' <25
"'' <25
<,0
<25
<JOO
<JOO
<JO
<5.0
<10
<25
<10
<,0
,,o
<JOO
<,0
<25
<25
<25
<JO
<10
<JO
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<LO
<1.0
<5.0
<,0
"'° <40
<40
<:;l.0
Remedimon Performance Stmda I 3m 70
NA• Not Analy7.ed DL .. Dilution NP -~1•~•
<,0
<,0
<,0
<50
<50
<JOO
<50
<200
<200
<20
<JO
<20
<,0
<20
<JOO
<100
<200
<100
<120
<50
<50
<20
<20
<20
<JO
<JO
<JO
<JO
<JO
<JO
<JO
<10
<JO
<2.0
<2.0
18
<120
<100
<JOO
<100
<2.0
<25
30
<25
<25
<25
<,0
<25
<100
<JOO
<20
<5.0
<10
<25
<JO
<,0
,,o
<100
<50 ,,.,
<25
<25
<JO
<JO
'10
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
'" <5.0
<5.0
<1.0
<1.0
<S.O
<25
<20
<20
<20
<LO
120
170
210
160
290
400
380
160
160
100
,0
13
" 70
440
710
730
2l!O
100
1,0
110
76
22
" 26
27
26
30
29
10
19
14
14
1.4
1.9
87
61
46
37
23
9.0
200
---
"'' "' <25
<25
"'' <,0
"' <100
<100
<20
<5.0
<10
<25
<10
<,0
<,0
<100
<,0
<25
"'' <25
<JO
<JO
<JO
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5_0
<5.0
<5.0
<1.0
<LO
<5.0
<2'
<20
<20
<20
1.0
2.8
Table 6
Groundwater Quality Summary
Macon/Dockery Site
Richmond County, North Carolina
Page 1 of 12
"' "'' "'' "' <25
<,0
<2'
<JOO
<100
<10
<5.0
<10
"' <10
<,0
<,0
<JOO
,,o
<25
"' <25
<JO
<10
<10
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<1.0
<1.0
<5.0
"' <20
<20
<20
<1.0
"' <25
"' <2'
<2' ,,.
<25
<JOO
<JOO
<10
<S.D
<JO
<2'
<10
"' ,,.
<100
,,o
<25
<25
"' <10
<10
<10
<5.0
<5.0
<5.0
<S.0
<5.0
<S.0
<5.0
<S.0
<5.0
<1.0
<I.D
6J
<25
<20
<20
<20
<1.0
26 ,,,
" 33
'" "" <25
<100
<JOO
<JO
<5.0
<JO
420
" 260
38-0
<100
<,0 ,,, ,,, ,,,
33
<10
<10
<.5.0
<5.0
<5.0
<,0
<5.0
<-'.O
<S.O
<.to
•SO
<I.O
<1.0
<5.0 ,,,
<lO
<20
<lO
<1.0
1000
<150
<75
<lOO
<lOO
<30 ,1,
<30
"' <30
,1,0
<1,0
<lOO
<1,0
"' "' "' <30
<30
<30 ,1, ,1,
<1' ,1,
<1' ,1, ,1, ,1, ,1,
<3.0
<3.0 ,1,
<"1
<40
<40
<40
<3.0
4lO
<2,0
<2,0
<2,0
<2,0
<:250
<,00
160
<1000
<1111111
<JOO
<50
<JOO
3400
<JOO
1,00
1300
<1000
<,00
<2,0
"" <2.SO
<JOO
<JOO
<1-0
<50 ,,o
,,o
,,o
<50
,,o
,,o
,,o
,,o
<10
<JO
<50
620
500
<,00
<,00
<JO
3500
<10
<10
13
<JO
<JO
<10
21
<10
13
18
70
46.8
<IO
<JO
II
<JO
" 75
71
87
150
" 18
66
" 71
74
" 90
36
" 81
75
20
22
<10
" 18
130
170
100
-
J,O
160
140
140
140
140
160
120
110
130
126
128
140
130
J,o
140
150
1,0
220
200
2,0
210
140
180
180
170
160
ISO
220
170
190
240
230
120
120
130
110
110
190
120
25-0
11100
-
<S.O
<5.0
<5.0
<S.O
<S.O
<5.0
<:5.0
<5.0
<:S.O
<S.O
<5.0
<5.0
<::5.0
<5.0
<'.j_Q
<5.0
<5.0
<5.0
<5.0
<:5.0
<:5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<::j_Q
<S.O
<5.0
<::5.0
<5.0
<5.0
<5.0
<5.0
<l.O
<1.0
<1.0
2.4
3.6
NA
190
360
180
180
200
110
270
230
110
120
234
"' 100
120
490
400
320
170
300
210
310
220
91
260
220
190
190
210
300
120
190
260
240
60
66
330
" " 230
300
280
,0
-
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
41
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
NA
100
'" <,0
,,o
"' <5.0
<,0
<,0
<,0
<50
<,0
,,o
<50
<,0
<,0
"' ,,o
<,0
<,0
<50
<,0
,0
'" <,0
<5-0
<50
,,o
"'' <50
<,0
<50
<,0
<5-0
<,0
<,0
<5-0
<50
<50
<,0
<,0
" NA
"
-
39
24
" 31
<20
<20
100
92
89
67
63.7
50
28
22
60
59
37
48
63
" 84
59
<20
50
42
64
" " 62
" ,0
64
59
23
30
20
24
25
67
89
90
,000
-
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
24
6.3
3.6 ,.,
1.1
0.66
0.35
0.64
0.49
2.4
1.9
0.93
0.46
<0.30
0.37
<0.30
<0.30
<0.30
0.61
0.97
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
,
<3.0
<3.0
990
1070
430
340
1100
260
260
,10
867
"11
100
140
100
83
no
96-0
540
200
190
" 33
81
69
1,0
140
88
130
43
" ,2
37
41.9
46.1
13
27
20
830
860
31
"
-
34
4.0
0.0047
48
35
2.3
30
1.6
1.4
1.3
3.8
1.6
0.73
0.66
0.76
0.63
4.4
2.2
2.5
2.9
2.0
NA
0.53
0.64
0.67
0.96
J.20
1.20
1.10
0.66
0.54
0.80
0.89
0.51
0.49
0.37
'·" 0.52
!.20
0.97
0.56
LI
-
<10
<10
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA.
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
1'4
<5.0
84
" 9
NA
30
11
10
16
77
110
10
6
31
22
31
100
380
380
780
4,0
40
240
190
91
100
170
200
" 410
430
330
27
62
<5.0
" 76
1100
730
280
-
----
211311996 <1.0 4.2 <1.0 <1.0 <2.0 <1.0 LI
"211996 <1.0 <LO <1.0 <1.0 <2.0 <LO <1.0
7/3111996 <1.0 <1.0 12 <1.0 <2.0 <1.0 <LO
Jln/1996 <1.0 <J.0 1.6 <1.0 <2.0 <LO <!.O
21511997 <LO <1.0 LI <1.0 <2.0 <1.0 <1.0
5113/1997 <1.0 <1.0 <1.0 <1.0 <2.0 <LO <1.0
81511997 <LO <1.0 <1.0 <l.O <2.0 <LO <J.0
11/1211997 <LO <1.0 <1.0 <LO <2.0 <LO <1.0
21511998 <1.0 <1.0 LI <1.0 <2.0 <LO <1.0
5/7/1998 <1.0 <1.0 <LO <1.0 <2.0 <1.0 <1.0
&!611998 <LO <:LO <LO <1.0 <2.0 <1.0 <1.0
I 1/3/1998 <1.0 <1.0 <1.0 <1.0 <2.0 <1.0 <1.0
2/11/1999 <1.0 <1.0 <1.0 <1.0 <2.0 <1.0 <1.0
5112/1999 <1.0 <1.0 <1.0 <1.0 <2.0 <1.0 <1.0
815/1999 <1.0 <1.0 <1.0 <J.O <2.0 <1.0 <1.0
11/211999 <1.0 <1.0 <1.0 <1.0 <2.0 <1.0 <1.0
2117/2000 <1.0 <1.0 <1.0 <1.0 <2.0 <1.0 <1.0
519/2000 <1.0 <1.0 <1.0 <1.0 <2.0 <1.0 <1.0
8/312000 <1.0 <l.0 <1.0 <LO <2.0 <I 0 <1.0
1/1812001 <1.0 <l.O 2.0 <1.0 <2.0 <1.0 <1.0
7/20/2001 <1.0 <1.0 <J.0 <1.0 <2.0 <1.0 LO
l/16/2002 <1.0 <l.O <1.0 <LO <2.0 <LO <1.0 m1noo2 <1.0 <LO I.ID <1.0 <2.0 <1.0 <1.0
1/28/200] <1.0 <1.0 1.10 <1.0 <2.0 <LO <1.0
7/101200] <1.0 <!.O <LO <1.0 <2.0 <LO <1.0
1/13/2004 <1.0 <LO <1.0 <2.0 <5.0 <LO <1.0
6128/2004 <1.0 <1.0 <LO <2.0 "·' <LO <1.0
1/27/2005 <1.0 <1.0 L2 <2.0 <2.0 <1.0 <l.O
Remediation Performance Stmda I ),00 70 200
NA-Not Anal~ DL-Dilution DIJP-,q,!imo
-- - -
<1.0
<1.0
<LO
<1.0
<LO
<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
<1.0
<1.0
<l.O
<1.0
<1.0
<1.0
<LO
<1.0
<LO
<!.O
2.8
Table 6
Groundwater Quality Summary
Macon/Dockery Site
Richmond County, North Carolina
Page 2 of 12
<1.0 <LO <Lri <30 <10 <10
<LO <1.0 <1.0 <30 <10 10
<1.0 <1.0 <1.0 <3.0 <10 <10
<1.0 <1.0 <1.0 <3.0 <10 <10
<1.0 <1.0 <1.0 <3.0 <10 <10
<1.0 <ID <1.0 <3.0 <10 13
<1.0 <1.0 <1.0 <3.0 <10 28
<1.0 <1.0 <1.0 <3.0 <10 <10
<LO <1.0 <1.0 <3.0 <10 <10
<1.0 <1.0 <1.0 <3.0 <10 <IO
<1.0 <1.0 <1.0 <3 0 <10 <10
<1.0 <J.0 <1.0 <3.0 <IO 11
<I.O <ID <I.O <3.0 <10 <IO
<1.0 <1.0 <1.0 <3.0 <10 <IO
<1.0 <ID <I.O <3.0 <IO <JO
<1.0 <1.0 <1.0 <30 <10 <10
<1.0 <IO <LO <30 <10 1600
<1.0 <ID <1.0 <3.0 <10 1900
<l.O <1.0 <1.0 <3.0 <10 40
<1.Q <1.0 <1.0 <3.0 <10 16
<l.O <1.0 <1.0 <3.0 <10 <IO
<1.0 <l.0 <1.0 <3.0 <10 <10
<LO <1.0 <1.0 <3.0 <10 ,10
<1.0 <1.0 <1.0 <3.0 <10 <JO
<1.0 <1.0 <1.0 <3.0 <10 <10
<1.0 NA NA NA NA <10
<1.0 NA NA NA NA <JO
<1.0 <1.0 <l.O <3.0 <10 62
1000 <Ill ),00 50
- --- ----
""'~
160 <5.0 180 <40 <,0 22 <0.30 <3.0 NA <10 44
130 "·' 43 <40 <,0 28 <0.30 <3.0 NA <IO 16 130 <SO '7 <40 <,0 <20 <0.30 <3.0 NA NA 23
140 <5.0 110 <40 <,0 20 <0.30 <3.0 NA NA " 120 <5.0 77 <40 <50 32 <0.30 <3.0 NA NA <5.0
110 <5.0 22 <40 <,0 <20 <0.30 <3.0 NA NA IS
190 <5.0 140 <40 <,0 " <0.30 4.3 NA NA 150
114 <SO 26 <40 <50 22.8 <I <3.0 NA NA 12
130 -.5.0 49 <40 <SO <20 <0.30 <3.0 NA NA 33 130 <5.0 16 <40 <SO <20 <0.30 <3.0 NA NA II
120 <5.0 13 <40 <,0 <20 <0.30 9.6 NA NA s
170 <5.0 86 <40 ''° <20 <0.30 <3.0 NA NA " 1,0 <5.0 " <40 ,50 <20 <0.30 so NA NA 39
130 <5.0 33 <40 <SO <20 <0.30 <3.0 NA NA 17
160 <5.0 62 <40 ,,o 20 <0.30 3.7 NA NA 42
120 <5.0 IS ,40 <,0 <20 <0.30 <3.0 <0.20 NA 10
l60 <S.O 820 260 79 140 0.40 22.0 <0.20 NA 910
400 <5.0 soo 330 60 200 <0.]0 19.0 NA NA 1100
lOO <5.0 1,0 <40 <SO 41 <0.30 4.4 NA NA ISO
170 <5.0 190 <40 ,so " 0.66 <].0 NA NA 21
120 <5.0 13 <40 <SO " <0.30 <3.0 NA NA 6
120 <5.0 6.S <40 <,0 <20 <0.]0 <3.0 NA NA <5.0
13-0 <5.0 28 ,40 <,0 <20 <0.30 <3.0 NA NA 1
120 <5.0 13 ''° ,50 <20 <0.30 <3.0 NA NA <5.0
120 <1.0 <5.0 <40 <50 <20 <0.30 <3.0 NA NA <5.0
120 <1.0 <5.0 <40 ,,o <20 <0.30 <].0 NA NA 8
120 <1.0 S.1 ,40 "' <20 <0.30 <3.0 NA NA s 120 NA " NA NA " <0.30 <3.0 NA NA 20
lllOO so 100 " ,000 IS LI 1'4
- - - -
2/1311996 <1.0 " ,. <LO <2.0 <1.0
~19% <1.0 " 29 <1.0 <2.0 <1.0
7/31/1996 <1.0 41 23 <1.0 <2.0 <1.0
11nll996 <1.0 37 24 <1.0 <2.0 <LO
(DUP) 1lnll996 <1.0 32 19 <LO <2.0 <1.0
21511997 <1.0 41 24 <1.0 <2.0 <!.O
5/13/1997 <1.0 48 32 <1.0 <2.0 <1.0
8/611997 '2.0 40 18 <2.0 <4.0 <2.0
11/12/1997 <1.0 ,1 27 <1.0 <2.0 <1.0
2/5/1998 <1.0 68 21 <1.0 <2.0 <1.0
51611998 <l.0 20 6.9 <1.0 <2.0 <1.0
&1611998 <1.0 22 ,.1 <1.0 <2.0 <1.0
I i/3/1998 <1.0 " 13 <1.0 <2.0 <1.0
2/11/1999 <1.0 14 " <1.0 <2.0 <1.0
5/12119'9 '2.0 13 '-' <1.0 <·1.0 <2.0
8161199) <1.0 13 4.3 <1,0 <2.0 <1.0
l!/2/1999 <l.O " 6.7 <1.0 -::2.0 <1.0
2/1712000 <LO 20 ' <1.0 "·' <1.0
98/7000 w,u NO! Sampled °"'To
8/3/2000 w,u Nol Sampled Due To
1/1812001 Well NOi Smnpl<d Due To
7/1112001 <1.0 JO 2.3 <1.0 <2.0 <1.0
1/16/2002 Nol Sarnoled BecallSe w,u
7/30/2002 Nol Sampled --Wcll
l/2&-'2003 NO! Smnpl<d -~, Wcll
r-..-Dedlory 7n4/2003 <1.0 " 2.2 <2.0 <2.0 <1.0
R•,:~~-1/13/2004 <1.0 14 <J.0 <2.0 <5.0 <1.0
~-!IIM -415il004 -~.O -rs--i]-<20-(5"]" -tj_Q
612&'2004 <1.0 " u <2.0 <5.0 <1.0
10/21/2004 <1.0 14 17 <1.0 <2.0 <!.O
]/2&'2005 <1.0 9.9 10 <1.0 <2.0 <LO
51412005 <1.0 II 1.0 <1.0 <2.0 <1.0
Remediation P~ Stmda: 3,00 70
NA., NC!t Analyud m, .. Dilution DUJ>-dopli,_,
-
68
73
,0
,0
" " " 63
70
" 36
31
38
21
29
20
19
18
Jbstruction
Jbstruction
Jbstnrction
2.8
Wm!
Wm!
Went
6.2
3.8 -4.5-
3.9
3.6
2.1
2.6
100
-- --
4
38
22
2.6
4.3
32
2.1
39
2.3
19
Ll
<1.0
<1.0
<2.0
<1.0
<1.0
<1.0
3.4
Dcy
Dcy
Dcy
1.2
<1.0
-<T°O-
<1.0
<1.0
<1.0
<1.0
2.8
Table 6
Groundwater Quality Summary
Macon/Dockery Site
Richmond County, North Carolina
Page 3 of 12
<1.0 <1.0 <1.0 <l.O <IO 34
<LO <LO <LO <l.O <10 43
<1.0 <1.0 <LO <l.O <JO 180
<LO <J.0 LI <l.O <10 " <I.O <1.0 1 <l.O <10 89
<LO <J.0 <I.O <l.O <10 24
<1.0 <IO <LO <l.O <JO 33
<2.0 <2.0 <2.0 "'-' <20 160
<1.0 "0 <LO <l.O <JO 94,8
<1.0 <1.0 <1.0 <l.O <JO <JO
<1.0 <J.0 <LO <l.O <IO 92
<LO <1.0 <1.0 <l.O <JO 41
<1.0 <J.0 <1.0 <l.O <IO 29
<LO <1.0 <1.0 <3.0 <JO " <2.0 <1.0 <l.O <6.0 <20 " <LO <1.0 <1.0 <l 0 <JO 140
<!.0 <1.0 <1.0 <l.O <JO " <LO <1.0 <1.0 <l.O <JO 110
<1.0 <1.0 <1.0 <l.O <10 ll0
NO!
NO!
Noi
<J.O <LO <1.0 <l.O <IO )10
<J.O NA NA NA NA II
<1] -,q_o -<To-<2-:0 -<2S -r1
<1.0 <1.0 <1.0 <l.O '" 28
<1.0 <1.0 <1.0 <l.O <IO <IO
<1.0 <1.0 <1.0 <3.0 <JO <10
<1.0 <1.0 <1.0 <l.O <JO ,_,
1000 <JO 3,00 ,0
- - ----- -
... ,
270 <5.0 1100 61 JOO 1,0 <0.30 II NA <JO 1000 310 <5.0 1300 70 120 J,O <0.30 12 NA <JO 1800
1100 <:5.0 ,100 260 4911 "° 0.94 62 NA NA 5300
830 <5.0 3200 160 270 3911 0.47 38 NA NA 2100
780 <:5.0 2800 160 250 340 0.45 44 NA NA NA
170 <5.0 670 41 62 I lO <0.30 9.9 NA NA 360
1911 <5.0 810 " 17 92 <0.30 II NA NA 560 890 6.2 4300 240 ,,o 530 <0.30 " NA NA 2,00
633 <5.0 31911 153 26' 362 <I 29 NA NA 1900 ,,o <5.0 36 <40 ,,o 29 <0.30 8.7 NA NA ,..,
,10 <5.0 2400 140 210 300 <0.30 ll NA NA 1600
230 <5.0 970 62 87 120 <0.30 II NA NA 490
160 <5.0 640 46 ,. 96 <0.30 4.9 NA NA 270
240 <5.0 1100 68 98 140 <0.30 9.0 NA NA 480
260 <5.0 1300 " 110 160 2.7 9.0 NA NA 740
700 ,.1 3700 210 330 430 <0.30 33.0 NA NA 1600
4SO s:.5.0 '"" 140 230 290 <0.30 20.0 NA NA llOO
390 <5.0 1900 140 170 270 0.37 15.0 NA NA 1100 w,o Nol Sampled Due To Obstruction
Wcll Nol Sampled Due To O:,struction
Wcll NOi Smnplol Du, To O:istruction
64 <5.0 130 <40 54 2,0 19 ,.1 NA NA 1600
Sampled --w,u Wm! Dcy
Sampled --w,n Wm! Dcy
Sampled "== Wcll Wmt Dcy
120 <1.0 790 160 JOO 1100 60 120.0 <0.20 NA 590
"' <1.0 ll <40 <,0 <10 031 <3.0 NA NA 27 -NA--NA-79 -NA -NA -NA-0.48 -~-0 -NA--w.--16-
73 <1.0 280 <40 "' 46 I.I <3.0 NA NA 190 NA NA <5.0 NA NA NA <0.30 <3.0 NA NA <S.O
NA NA 6.0 NA NA NA <0.30 <l.O NA NA 18 NA NA <5.0 NA NA NA <0.30 <1.5 NA NA <5.0
1000 ,0 100 ,0 ,000 1, I.I 154
r...-Dtitbry
~~-_,......._Jllf/1
2113/19%
2/13/1996
51211996
&1111996
I ln/1996
'11511997
5/13/1997
8/5/1997
ll/12/1997
2/511998
5/6/1998
8/6/1998
11/3/1998
2/1111999
5/12/1999
8/6/1999
1112/1999
2/1712000
519/2000
8/312000
1/18/2001
7/1112001
1116/2002 m1noo2
J/28/1003
7/10/2003
l/13/2004 -411i:z004
6/28/2004
10/21/2004
l/2&12005
5/412005
-
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<!.0
<LO
<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
<1.0
<1.0
<1.0 -<i:o
<1.0
<1.0
<1.0
<1.0
-
8.4
8.5
1.5
3.7
7.1
26
16
17
19
3J
24
30
33
24
" 27
16
33
28
16
23
" 24
15
JO
15
13 -,3-
15
12
JO
9.1
<1.0
<1.0
<1.0
4.8
<1.0
<1.0
<1.0
<1.0
<LO
<LO
<LO
<1.0
<LO
<1.0
<LO
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<1.0
I.BO
<1.0
<1.0 -4.0-
<J.O
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
14
<!.O
<l.O
<J.O
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<l.0
<LO
<1.0
<LO
<I.O
<LO
<1.0
<l.0
<LO
<LO
<1.0
<1.0
<2.0 <ro-
<2.0
<1.0
<2.0
<2.0
Rmiedi!ition Perfc.onance Stmda 3500 70
NA -Nat Analyzm DL .. Dilution mlP. duplit'IOI,
-
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<.5.0
<s".o
<.5.0
<2.0
<2.0
<2.0
'
<1.0
<1.0
<LO
,.2
<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
<I.O
<LO
<1.0
<1.0
<1.0
<J.0
<1.0
<1.0
<1.0
<1.0 -<i.ii
<1.0
<1.0
<1.0
<1.0
-
<1.0
<LO
<1.0
L7
<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
<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
200
- -- -
<LO
<1.0
<1.0
20
<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
<LO
<1.0
<LO
<1.0
<1.0
<1.0
<1.0 -<ro-
<1.0
<1.0
<1.0
<1.0
2.8
Table 6
Groundwater Quality Summary
Macon/Dockery Site
Richmond County, North Carolina
Page 4 of 12
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<1.0
<1.0
<I.O
<LO
<1.0
<I.O
<1.0
<LO
<1.0
<LO
<1.0
<I.O
<1.0
<1.0
<1.0
<LO
<1.0
<1.0
<1.0
<1.0
71:0
<1.0
<1.0
<1.0
<LO
<10
<LO
<1.0
<LO
<1.0
<1.0
<J.0
<1.0
<1.0
<J.0
<1.0
<LO
<1.0
<l 0
<1.0
<1.0
<1.0
<1.0
<LO
<1.0
<1.0
<LO
<1.0
<I.0
<1.0
<LO
NA -<i.O"
NA
<1.0
<1.0
<1.0
<1.0
<1.0
<l.O
<1.0
12
<1.0
<I.O
<1.0
<1.0
<1.0
<1.0
<l.O
<l.O
<1.0
<l.O
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<1.0
<1.0
<1.0
<l.O
<1.0
NA
-<TO-
NA
<1.0
<1.0
<1.0
1000
<3.0
<3.0
<3.0
<30
<30
<3.0
<30
<3.0
<3.0
<3.0
<30
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<30
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
NA
<2"]
NA
<3.0
<3.0
<3.0
<lll
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<JO
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
NA -725
NA
<JO
<10
<10
3500
56
" <JO
<10
<10
<10
<10
<JO
<10
<10
<10
<JO
38
20
<10
<10
JO
<10
II
56
<10
<JO
<10
<JO
<10
II
NA -<io
<10
<10
<10
<.5.0
50
-
320
3i0
" 86
82
94
" 92
140
79
130
HO
310
190
HO
150
160
120
160
180
120
100
96
120
63
240
NA -NA-
88
NA
74
NA
1000
-
<5.0
<:.5.0
<:5.0
<5.0
<::5.0
<:5.0
<5.0
<5.0
<SO
<5.0
<5.0
<:5.0
<5.0
<:5.0
<5.0
<5.0
<:5.0
<5.0
<5.0
<5.0
<::5.0
<5.0
<5.0
<5.0
<5.0
<1.0
NA -NA-
<1.0
NA
NA
NA
3,00
3700
2400
2500
2700
2500
2500
<5.0
2480
2800
2.500
2400
3000
2800
2500
2'00
2<00
2500
2500
2500
2400
2200
2400
2200
960
2300
NA 2300
2100
2000
1900
1800
50
-
40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
NA -NA
<40
NA
NA
NA
JOO
130
140
<50
<,0
<50
<50
<50
<50
<50
<50
<,0
<50
74
<,0
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
NA -NA
<50
NA
NA
NA
50
-
230
"" <20
" <20
<20
<20
20
48.1
<20
30
<20
140
" 28
42
45
<20
41
80
<20
<20
<20
<20
<20
<20
NA -w_-
<20
NA
<20
NA
5000
-
<0.30
<0.311
<0.30
<0.30
<0.30
<0.311
<0.30
<0.30
<l
<0.30
<0.30
<0.30
L3
<0.30
<0.30
<0.311
<0.30
<0.30
<0.30
<0.30
<030
<0.30
0.91
0.91
<0.30
0.4
NA
<0.30
NA
<0.30
NA
<OJ
32
28
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
43
3.8
47
45
14
81
<3.0 ,.,
4.5
<3.0
<3.0
6.2
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
NA -<3.0
NA
<3.0
NA
<J.5
1,
- -
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA -NA-
NA
NA
NA
NA
LI
<10
19
<JO
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA -NA-
NA
NA
NA
NA
1'4
1100
1000
15
79
58
49
82
28
150
13
91
" 590
160
30
130
130
81
100
170
66
26
21
II
8
29
II -6-
6
<5.0
<5.0
<5.0
-
Macon Source Ar=.
MW 2A 2/13/1996
51111996
{DUP) 512/1996
7/3!11996
11/6/1996
2/411997
5/12/1997
&1611997
(DUPLICATE 2) I 1/12/1997
ll/12/1997
2/511998
5/6/1998
(DUP 2) 5/611998
(DUP-2)
(DUP-2)
(DUP-2)
(DUP-2)
(DUP-2)
(DUP-2)
(DUP-2)
(DUP-2)
(DUP-2)
(DUP-2)
(DUP-2}
(DUP-2)
(DUP 2)
(DUP 2)
(DUP 2)
(DUP2)
(DUP 2)
(DUP 2)
IVi/19911
8/711998
1114/1998
ll/411998
2/10/1999
2/10/1999
5/13/1999
5/13/1999
&16/1999
8.1611999
11/311999
11/3/1999
2/1712000
2/1712000
5/&/200)
5/812000
~2/2000
8/212000
1117/2001
1/17/2001
7/1112001
7/11/2001
1/1512002
1/15/2002
7/30/2002
7/30/2002
1/28/2003
J/28/2003
7/10/2003
7/10/2003
1/13/2004
l/!3/2004
6/28/2004
6128/2004
l/2&12005
1/28/2005
-
<LO
<LO
<LO
<LO
<1.0
<1.0
<1.0
<2.0
<2.0
<2.0
<50
<5.0
<5.0
,15
<15
"' "' <25
<15
<15
<25
<15
<25
<25
<15
<25
<25
<25
<15
<25
<25
<25
<JO
<JO
<JO
<JO
<JO
<JO
<JO
<JO
<JO
<2.0
<2.0
<2.0
<5.0
<5.0
<5.0
<2.0
<2.0
-
3.6
28
3.4
II
3
2 7
J.8
<2.0
<2.0
<2.0
<5.0
6.4
5.8
<25
<25
<15
<15
<25
"' "' <25
<25
<25
<25
<25
<25
<25
<25
"' <25
<25
"' <10
19
19
<10
<JO
<JO
<JO
<10
<JO
3.J
3.0
2.7
<5.0
<5.0
<5.0
8.1
8.5
20
13
18
<LO
4
53
36
35
74
61
110
170
140
470
380
680
740
750
400
870
880
630
750
650
710
630
610
740
730
460
480
400
370
370
320
320
310
340
360
330
310
73
72
88
" 98
90
300
310
54
7.7
9.3
<1.0
13
14
3.7
<2.0
<2.0
<2.0 ,.,
16
13
<15
<25
'" <25
<25
<25
"' <25
<25
<25
<25
<25
<15
<15 ,,,
<25
<15
<15
<15
<JO
<10
<JO
<10
<10
<JO
<JO
<JO
<10
2.2
2.2
<4,0
<JO
<JO
<JO
<1.0
<1.0
Remcdilllion PerfOfIJll!Jlcc Standa 3500 70
NA= Not Analyzed DL: Dilution OUP. doph<m
-
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<1.0
<4.0
<4.0
<4.0
<JO
<10
<JO
<SO
<50 ,so
<SO ,so
<SO
<SO
<50
<SO
<SO
<50
<,0
<SO
<50 ,so
<SO ,so ,so
<120
<20
<10
<10
<20
<20
<20
<10
<20
<20
<4.0
<4.0
<JO
"' ,,, ,,,
<4.0
<4,0
'
<l.O
<1.0
<1.0
<1.0
2.3
2.7
<LO
<2.0
4.1
36
4.8
22
21 ,,, ,,,
29
33
OJ
37
62 ,.
44
" 43
49
41
44
40
" 44
44
38
" 41
48
33
27
31
29
22
21
3.,
3.5
36
<5.0
<5.0
<5.0
41
42
-
7.4
47
65
<LO
u
16
5.5
9.6
16
14
23
36
38
78
64
93
110
130
" J,O
150
I JO
130
99
JOO
87
87
64
61
61
64
" 47
,1
" 42
37
34
35
24
23
Jl
II
9.1
5.7
8
8
18
19
200
-- --
22
lO
26
<LO
21
19
12
9.2
8.4
12
20
21
"'' "' "' "'' " "'' <25
"' <15
<25
"' <15
"' <15
"' ,,,
<25
<15
"'' <JO
JO
II
<JO
<JO
<JO
<JO
<JO
<JO
5.1
5
4.1
<5.0
<5.0
<5.0
67
6.9
2.8
Table 6
Groundwater Quality Summary
Macon/Dockery Stte
Richmond County, North Carolina
<1.0
<LO
<LO
<1.0
<J.O
<1.0
<J.O
<2.0
<2.0
<2.0
<5.0
<5.0
<5.0
"' <15 ,,,
"' <15
"' <15
<15
<15
"' ,,, ,,,
<15
<15
<15 ,,,
<15
"' ,,,
<JO
<JO
<JO
<JO
<JO
<JO
<10
<JO
<JO
<2.0
<2.0
<2.0
<5.0
<5.0
<5.0
<2.0
<2.0
<1.0
<LO
<1.0
<1.0
<LO
<ID
<J,0
<2.0
<2.0
<2.0
<5.0
<5.0
<5.0
<15
<15
<15
<15
<25
<25
<25
<15
<15
<25
<25
<25
<15 ,,,
<25
<25
<15
<25
<15
<JO
<JO
<JO
<JO
<JO
<JO
<JO
<JO
<JO
<2.0
<2.0
<2.0
<5.0
<5.0
<5.0
<2.0
<ZD
g
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<LO
<2.0
<2.0
<2.0
<.5.0
<lO
<5.0
<25
'" <lS
<lS
<15
<15
<15
<15
<15
<lS ,,,
'" <25
<25
<lS
<25 ,,,
<25 ,,,
<JO
<JO
<JO
<JO
<JO
<JO
<JO
<JO
<JO
<2.0
<2.0
<1.0
<5.0
<lO
<5.0
<lO
<2.0
JJXIO
<3.0
<3.0
<3.0
<3.0
<30
<3.0
<l.O
<6.0
<6.0
<6.0
<15 ,1,
<15 ,,,
'" <15
<15
<7'
<7'
<7'
<7'
<15 ,,,
'" <7'
<7'
<7'
'" <7'
<15
<7'
'" <lO
<30
<30
<30
<30
<30
<30
<30
<lO
<6.0
<6.0
<4.0
,10
<JO
<10
<6,0
<6.0
400
<JO
<10
<JO
<JO
<JO
<JO
<JO
<JO
<20
<20 ,so
<50 ,so ,,so
<250
<250
<2'11
"" ,,so ,,so
<2,0
<250
"" <2SO
<2'11 ,,so
''" <250
<250
<620
<620
<250
<JOO
<JOO
<JOO
<JOO
<JOO
<JOO
<JOO
<JOO
<JOO
,20
<20 ,so
<120
<120
<120
<20
<20
3500
<JO
<JO
<JO
<JO
<JO
<JO
,10
<JO
<JD
<JO
<JO
<JO
<10
<JO
<JO
<JO
<JO
<JO
<JO
21
<JO
<JO
<JO
<JO
<JO
<JO
<JO
13
27
<JO
13
<JO
<JO
<JO
<J.O
41
37
<JO
<JO
<JO
<JO
<JO
<JO
NA
NA
<JO
<JO
<JO
<JO
,0
-
190
ISO
140
120
110
JOO
94
JOO
103
106
110
120
120
110
110
120
130
130
130
130
120
130
130
120
120
130
130
140
140
130
130
210
ISO
150
150
320
300
150
150
140
130
190
190
NA
NA
160
160
120
120
1000
<:5.0
<:5.0
<:5,0
<5.0
"·' <5.0
<5.0
<5.0
<:5.0
<:5,0
<:5.0
<5.0
<5.0
<5.0
<:5.0
<5.0
<5.0
<:5.0
<:5.0
<5.0
<5.0
<5.0
<:5.0
<:5.0
<5.0
<5.0
<5.0
<5.0
<5.0
"·' <5.0
<:5.0
<5.0
<5_0
<5.0
<5.0
<5,0
<5,0
<5.0
<:5.0
<5.0
<1.0
<:J.O
NA
NA
<1.0
<LO
NA
NA
-
140
26
19 ,,
13
<5.0
6
6.7
25.3
41.4
6.8
<5.0
<5.0 ,.,
<5.0
<5_0
<5.0
<5.0
<5.0
12
9.0
,.1
<5.0
<5.0
<5.0
<5.0
<5.0
8.8
48.0
,.8
8.6
IO.O
84
10.0
6.1
390.0
370,0
20.0
16.0
6.3
<5.0
17.0
]5.0
NA
NA
<5.0
<5.0
<5.0
<5.0
so
-
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
<40
NA
NA
<40
<40
NA
NA
JOO
<SO
<SO ,so
<50
<50
<50
<50
<SO
<SO
<SO
<50
<SO
<50
<SO ,so
<SO
<SO
<,0 ,so
<50
<SO
<SO ,,o
<SO
<SO ,so
<SO
<50
<SO
<SO ,so
<SO
<50
<50
<50
<SO
<50
<,0
<50
<SO
<SO
'" <SO
NA
NA
<SO
<SO
NA
NA
,0
-
34
<20
<20
31
<20
<20
<20
<20
<20
<20
<20
<20
<10
<20
<20
<20
<20
<20
35
82
22
24
n
45
34
<20
<20
21
410
20
" 34
24
48
31
190
130
62
22
<20
<20 ..
39
NA
NA
41
" <20
<20
5000
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
<I
<I
<0.30
<0.30
<0.30
<0.30
<0.30
<030
<030
<0.30
<0.30
<0.30
<0.30
<0.30
<03.0
LI
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
0.85
0.38
0.67
<0.30
<0.30
<030
<0.82
<0.85
NA
NA
NA
NA
NA
NA
-
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
8.8
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
9.1
6.9
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
7.4
6.1
<3.0
<3.0
<3.0
<3.0
4.4
3.3
NA
NA
NA
NA
NA
NA
JS
-
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
LI
<JO
<JO
<JO
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
154
-
7 1,
<5.0
NS
<5.0
<5.0
9
8
<5.0
8
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
5.0
6.0
6.0
<5.0
<5.0
<5.0
<5.0
<5.0 ,.o
13.0
28.0
9.0
<5.0
8.0
8.,
12.0
<5.0
170.0
ISO.O
12.0
10.0
<5.0
<5.0
<5.0
<5,0
<5.0
7.0
6.0
<5.0 ,.o
,.o
-
--
Ma<:on Source Area
MW 9 2/13/1996
(DUP)
(DUP 2)
(DUP-1)
(DUP-J)
(DUP-1)
(DlJp.J)
(DUP-1)
(DUP-1)
(DUP•I)
(DUP-1)
(DUP-1)
(DUP I)
(DUP I)
512/!996
7/31/1996
7131119%
J l/6/1996
21511991
5112/1997
8/611997
11/12/1997
2/511998
21511998
51611998
81711998
&,'7/1998
11/3/1998
11/3/1998
2/10/1999
2/10/1999
5/13/1999
5113/1999
&1511999
81511999
11/2/1999
11/2/1999
2/1712000
:U\7/2000
YB/2000
"812000
~"2000
~"2000
1/17/2001
1111noo1
7/11/2001
J/1612002
71»'2002
1128/2003
7/10/2003
7/10f2003
1/13/2004
6/28/2004
]/28/2005
InS/2005
-
<1.0
<LO
<JO
<IO
<5.0
<LO
<1.0
<1.0
<1.0
<S.O
<10
<IO
"·' <JO
<IO
<JO
"·' <10
<IO
<JO
<IO
<IO ,,,
'" '" <15
'" <15 ,,,
'" <10
<1.0
<50
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
--
120 <10 25
130 <10 160
250 <JO 340
190 <10 320
170 <5.0 JOO
76 8.2 13
80 52 59
56 22 43
48 33 47
150 12 310
JOO <JO 220
63 54 250
90 140 350
59 110 310
62 160 300
56 200 280
75 110 130
71 150 160
73 270 250
80 220 200
54 160 140
47 150 150
<25 580 320
<25 560 340
<25 520 250
<25 510 240
<25 510 220
<15 530 200
<25 400 190
<25 410 180
71 ,15 19
55 24 5.1
9.9 130 <5.0
Not Sampled Due to
Not Sampled Due to
Not Sampled Due to
38 7 51
36 6.6 40
32 <2.0 38
35 23 <4.0
37 60 10
37 60 11
Rcmedi::t:on Perfcr.:r.::nce Stmda: 3500 70-
NA -Not Analyz.ed DL • Dilution DUP -,q>lica11
--
14
<20
<:IO
<:IO
<JO
<2.0
<4.0
<4.0
<2.0
<JO
<:IO
,20
<JO
<:IO
,20
,20
<JO
,,o
<:IO
,20
<:IO
"' ,so ,so ,so ,so ,so
"" ,so ,so
<4.0
<4.0
<JO
D,y
D,y
D,y
<4.0
<4.0
<IO
<JO
<2.0
<2.0
16 <10
<10 <10
18 <JO
<JO <10
<5.0 7
1.8 2.6
6.9 12
6.6 7.4
12 II
<5.0 6
<10 <!O
16 <10
27 36
20 28
22 27
23 30
18 19
18 24
30 ,..
22 42
17 34
24 41
49 98
49 100
51 98
48 "
69 " .... ..
" 72 59 74
13 4.5
10 3.7
<5.0 29
ditions
onditiom
diti0Jl5
4.5 <2.0
A.6 <2.0
4.6 <2.0
5.1 <2.0
15 9.3
15 9.6
200
- ----
JO
23
24
21
II
13
7.3
4.6
9.5
39
l4
65
40
31
32
32
22
24
34
27
18
22 ...
47
42
39
39
36
J6
35
56
3.6
<5.0
2.7
2.4
<2.0
<2.0
9.3
9.6
1.8
Table 6
Groundwater Quality Summary
Macon/Dockery Site
Richmond County, North Carolina
Page 6 of 12
35
160
190
100
75
4.2
9
0.4
16
100
47
20
30
19
19 ,,o
32
26
25
20
29
26
"' "' '" '" "' "' <25
"' 24
10
"·'
14
II
14
<2.0
4.8 ,.o
<JO
,10
,,o
,,o
<5.0
<2.0
<2.0
<1.0
<5.0
<JO
<JO
<5.0
,,o
,JO
<IO
<5.0
,10
,10
,10
,10
,10
'" ,25
"' <25
<25
"' ,25
<25
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2.0
<1.0
<1.0
<JO
"' <JO
<JO
<5.0
<I.O
<2.0
<2.0
<1.0
<5.0
<JO
<JO
<5.0
<JO
<JO
"' <5.0 ,,o
<IO
<JO
<IO
'10
<25
'" <25
<25 ,,, ,,,
<15 ,,,
<2.0
<2.0
<5.0
<2.0
<2.0
<lO
<2.0
<1.0
<1.0
1000
<30 ]60•FJ2 1200 7400 6.1
9.8 190 300 3300 <5.0
<30 <JO 210 1300 <5.0
<30 120 170 1100 <5.0
13 220 47 DO <5.0
9.5 100 26 810 <5.0
<6.0 <20 68 1100 <5.0
<6.0 89 160 1800 <5.0
<3.0 <JO 15.7 1070 <5.0
<15 <50 43 690 <5.0
<30 <JOO 39 810 <5.0
<30 <100 31 760 <5.0
<15 <50 15 900 <5.0
<30 <100 (JO 660 <5.0
<30 <JOO 73 1300 <5.0
<30 <100 69 1200 <5.0
<15 <10 16 590 <5.0
<30 <10 18 570 <5,0
<30 ,qoo 58 1200 <5.o
<30 <100 52 940 <5.0
<30 <JOO 83 1700 <5.0
<30 <JOO 4! 990 <5.0
<75 <250 630 2200 <5.0
<75 <2.50 1200 3400 <5.0
<15 <250 320 1600 <5.0
<75 <250 ?70 1400 <5.0
<75 JJOO 69 650 <5.0
<75 <250 66 590 <5.0
<75 <620 260 1400 <5.0
<75 <620 290 1500 <5.0
<6.0 <20 38 1700 <5.0
<6.0 <20 66 1200 <5.0
<15 <50 90 120 <5.0
Not Sampled Due
Not Swnpled Due
Not Sampled Due
<6.0 34 <10 400 <1.0
<6.0 150 <10 -400 <1.0
<4.0 <50 <10 340 <1.0
<4.0 <50 79 1700 <1.0
<3.0 <10 22 450 NA
<3.0 <10 44 940 NA
,0 1000
-
7800
'600
3900
4700
5100
4900
3900
5000
4400
4900
5000
7900
6800
5800
53-00
5800
3700
3'00
3100
3200
4000
4100
520
9'0
300
260
85
84
260
2"1
5600
4900
300
To
To
To
6800
5500
3100
3600
3400
3600
,0
- -
1800 500 790
520 140 210
290 78 140
230 61 130
S4 <50 33
60 <50 42
<40 <50 51
360 67 170
162 <50 81.4
88 <50 39
82 <50 36
46 <50 26
61 <50 30
54 <50 <20
190 <50 79
180 <50 64
49 <50 30
49 <50 29
110 <50 56
100 <50 59
200 <50 83
110 <50 52
680 110 210
1200 220 360
400 66 120
350 59 99
84 <50 42
77 <50 62
310 5A 120
340 61 130
95 <50 52
120 <50 79
<40 <50 62
Dry 'tions
Dry 'tions
Dry mditions
<40 <50 <20
<40 <50 <20
<40 <50 35
150 <50 63
NA NA 37
NA NA 58
100 50 5000
-
2.6
<0.30
<0.30
<0.30
<0.30
2
<0.30
LB
,1
<0.30
<0.30
<030
<0.30
<0.30
0.70
0.,0
<0.30
<0.30
0.39
030
0.79
0.36
<030
0.39
<0.30
<0.30
<030
<0.30
<0.30
<0.30
1.10
0.'6
<0.30
<0.30
.<0.30
<0.30
<0.30
031
NA
35
12
12
9.0
<l.O
<l.O
3.,
3.5
<l.O
53
37
<l.O
<3.0
<l.O
<3.0
<J.O
<3.0
<3.0
<3.0
<J.0
<J.O
8
10
15
,.2
4.2
<J.O
<J.0
0.0
6.2
<l.O
3.2
130.0
<l.O
<l.O
<3.0
<3.0
<l.O
<3.0
15
-
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
<0.20
<0.20
<0.20
<0.20
<0.20
<0.20
0.59
058
0.73
0.6\
0.26
0.31
LI
0.97
<0.20
NA
LI
NA
<0.20
NA
NA
NA
0.2
I.I
<IO
<JO
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
154
-
890
1700
830
940
260
140
490
7,0
600
140
210
61
39
34
180
270
140
l<O
220
2,0
270
220
1900
1600
1200
1100
42
120
510
'70
470
380
200
53
68
IO
"° " 120
-
-------
Macon Souroc Area
MW-li 2/14/1996 <1.0 <1.0 ,., <1.0 <2.0 <LO <1.0
S/2/1996 <1.0 <LO .., <LO <2,0 <1.0 <1.0
7/30/1996 <1.0 <LO 5.3 <LO <2.0 <1.0 <1.0
11/6/1996 15 <LO 5.8 <1.0 <2.0 <LO 1.1
2/411997 <1.0 <LO 5.5 <1.0 <2.0 <LO <1.0
5112/1997 <1.0 <1.0 6.2 <1.0 <2.0 <LO <1.0
816/1997 <1.0 <LO 1.9 <LO <2.0 <1.0 <1.0
11/13/1997 <1.0 <1.0 4 <1.0 <2.0 <l.O <1.0
2/511998 <1.0 <1.0 3.3 <1.0 <2.0 <J.O <1.0
51611998 <1.0 <1.0 3.2 <1.0 <2.0 <1.0 <1.0
81111998 <1.0 <LO 1.6 <1.0 <2.0 <1.0 <1.0
li/411998 <1.0 <1.0 1.6 <1.0 <2.0 <1.0 <1.0
2/10/1999 <1.0 <1.0 1.4 <1.0 <2.0 <1.0 <1.0
511211999 <1.0 <1.0 1.8 <1.0 <2.0 <1.0 <1.0
&-'!i/1999 <1.0 <1.0 <1.0 <1.0 <2.0 <1.0 <1.0
Jl/2/1999 <1.0 <1.0 1.4 <1.0 <2.0 <1.0 <1.0
2/17n000 <1.0 <1.0 2.1 <1.0 <2.0 <1.0 <1.0
5/812000 <1.0 <1.0 1.9 <1.0 <2.0 <1.0 <1.0
1"312000 <1.0 <1.0 <1.0 <LO <2.0 <1.0 <LO
l/li/2001 <1.0 <1.0 1.4 <LO <2.0 <1.0 <LO
7/Jl/2001 <1.0 <J.O 2 <1.0 <2.0 <1.0 I.I
1115/2002 <1.0 <J.0 1.6 <1.0 <2.0 <1.0 <1.0
7/30/2002 <1.0 <1.0 1.5 <LO <2.0 <1.0 <LO
ln&-'2003 <1.0 <1.0 <1.0 <LO <2.0 <1.0 <1.0
7/10/2003 <J.0 <1.0 <1.0 <1.0 <2.0 <1.0 <1.0
l/13/2004 <1.0 <J.0 <1.0 <2.0 <5.0 <1.0 <1.0
6/28/2004 <1.0 <J.0 <1.0 <2.0 <5.0 <1.0 <1.0
1/28/2005 <1.0 <1.0 <1.0 <1.0 <2.0 <1.0 <1.0
r-~111.-.lll(ion Perfoonance Slanda: 35110 7 70 200
- ---
5.1
5.8
85
8.4
8
2.9
6.4
,.9
4.3
2.9
2.6
2.9
3.1
1.6
2.5
33
2.6
1.5
12
2.6
2A
1.9
<1.0
<1.0
<1.0
<1.0
I.I
2.8
Table 6
Groundwater Quaity Summary
Macon/Dockery Site
Richmond County, North Carolina
Page 7 of 12
<1.0 <1.0 <1.0 <3.0 <JO <10
<1.0 <1.0 <l.O <3.0 ,10 <JO
<LO <J.0 <1.0 <3.0 <10 <10
<1.0 <1.0 <1.0 <3.0 <10 <10
<1.0 <1.0 <1.0 <3.0 <10 <10
<LO <J.0 <1.0 <3.0 <JO <JO
<l.O <1.0 <LO <3.0 <JO 18
<LO <JO <1.0 <l.O <JO 16.6
<1.0 <LO <LO <3.0 <JO <JO
<1.0 <1.0 <1.0 <3.0 <JO <JO
<1.0 <1.0 <1.0 <3.0 <JO <JO
<l.O <LO <l.O <3.0 <10 <JO
<1.0 <I 0 <1.0 <3.0 ,10 <JO
<1.0 <I 0 <l.O <3.0 <JO <JO
<1.0 <1.0 <l.O <3.0 <JO 16
<1.0 <1.0 <l.O <3.0 <JO <JO
<1.0 <1.0 <l.O <3.0 <JO II
<1.0 <1.0 <1.0 <3.0 <JO 16
<1.0 <1.0 <LO <3.0 <10 II
<1.0 <J.0 <1.0 <3.0 <JO 14
<1.0 <1.0 <1.0 <3.0 <10 <JO
<1.0 <1.0 <1.0 <l.O <JO 52
<1.0 <J.0 <LO <3.0 <JO 19
<1.0 <1.0 <t.O <3.0 <10 31
<1.0 <1.0 <J.O <3.0 ,10 <JO
<1.0 NA NA NA NA 22
<1.0 NA NA NA NA 47
<!.O <1.0 <LO <3.0 <JO <JO
1100 "" ]500 50
- - ------
3,-,
160 <S.O " <40 <SO 30 <030 3.2 NA <10 4011
93 i::s.o 13 <40 <50 23 <0.30 6.7 NA <10 9
120 <S.O 35 <40 <50 21 <0.30 <3.0 NA NA 32
90 <5.0 JO <40 <,0 <20 <030 <3.0 NA NA 8
98 <5.0 18 <40 <,0 " <030 <3.0 NA NA " 86 <5.0 9.7 <40 <,0 <20 <0.30 <3.0 NA NA <5.0
220 <5.0 130 <40 <50 " <0.30 5.3 NA NA 500
120 <5.0 34.6 <40 <50 20.7 <I <3 NA NA 110
99 <5.0 14 <40 <,0 <20 <0.30 11 NA NA 64
98 "·' 14 <40 <,0 <20 <0.30 <3 NA NA 10
120 "·' 31 <40 <,0 <20 <0.30 42 NA NA 60
110 <5.0 17 <40 <,0 22 <0.30 <3.0 NA NA 21
100 <5.0 13 <40 <50 24 <0.30 <3.0 NA NA <5.0
99 <5.0 JO <40 <50 24 <0.30 <3.0 NA NA <5.0
220 <5.0 JOO <40 <50 84 <0.30 4.8 NA NA 410
170 <5.0 66 <40 <,0 29 <0.30 <3.0 NA NA 290
120 <5.0 22 <40 <,0 <20 <0.30 <3.0 NA NA 36
130 <5.0 28 <40 <50 46 <0.30 <3.0 NA NA 56
130 <5.0 93 <40 <,0 40 <0.30 4.0 NA NA 920
200 <5.0 78 <40 <50 34 <0.30 4.4 NA NA 480
180 <5.0 68 <40 "' 30 <0.30 3.3 NA NA 180
640 14 660 <40 170 170 <0.30 20.0 NA NA 24011
420 <5.0 330 <40 54 73 <0.30 15.0 NA NA 1600
90 <5.0 20 <40 <50 24 <0.30 <3.0 NA NA 110
JOO <1.0 II <40 <,0 <20 <0.30 <3.0 NA NA "·' 140 <1.0 18 <40 <50 34 <0.30 <3.0 NA NA 16
260 15 91 <40 <50 39 <0.30 <3.0 NA NA 330
120 NA 14 NA NA <20 <0.30 <3.0 NA NA 9.0
11100 50 JOO 50 50011 15 LI 1'4
-- - --
Macon So= Area
MW-19 2/13/1996 <1.0 1IOE 3.2 86 12 8.9
(DL) 2/13/1996 <1.0 240 <1.0 1110 <2.0 <LO
5/2/1996 <LO " 13 43 <2.0 1.7
(DL) "211996 <1.0 42 3 33 <2.0 <LO
7/31/1996 <1.0 <:\.O 51 89 <2.0 48
I J/6/1996 <1.0 14 110 120 <10 16
V51!997 <'.25 '" 2l0 120 <lO 32
5/12/1997 <5.0 9.7 14 " <10 <5.0
8/6/1997 <1.0 69 44 43 <2.0 18
11/12/1997 <3.0 13 34 43 <10 13
2/5/1998 <5.0 <5.0 93 30 <10 7.3
51611998 <1.0 20 13 27 <1.0 14
8/7/1998 <3.0 40 8.6 92 <10 14
11/3/1998 <5.0 19 8& 7B <10 20
2/10/1999 <2.0 <2.0 36 13 <4.0 76
5113/1999 <5.0 <5.0 <5.0 26 <10 9.4
&'51\99} <5.0 <5.0 ,. 16 <10 35
11/211999 <3.0 <5.0 " 94 <10 <5.0
2/17n000 <5.0 <5.0 63 11 <10 <5.0
5/812000 <2.0 30 70 8.4 <4.0 5.0
8/3/2000 <1.0 54 77 16 <4.0 12.0
1/l&llOOi <50 '' 130 20 <10 22.0
7/! 1/2001 No< sampled D»•Io D,y
J/16/2002 Nol Sampled °""o D,y
7/30/2Wl No< sampled O.,.Jo D,y
In&12003 N"' 5,mplod °"' lo D,y
7/10/2003 <LO <1.0 6 16 <2.0 <LO
1113/2004 <3.0 <5,0 36 <10 <15 6.7
6/28/2004 <5.0 9.8 180 12 <15 33
ln8/2005 <1.0 11 220 20 <4.0 52
Remcdil!tion Performance Stmda. 3300 70
NA -Not Analyud DL'" Dilution D1/P. dop~cab
-
L5 59
<1.0 <1.0
6.1 12
<1.0 7.8
" 34
" 21
73 26
8.2 7.4
11 16
16 II
28 5.6
62 14
6.9 23
19 18
6.1 4.0
17 6.0
12 <5.0
7.4 <5.0
9.9 <~.O
6.7 2.4
12.0 3.1
22.0 7.1
<1.0 <1.0
<5.0 ·<5.0
20 <5.0
23 7.8
200 28
---Table 6
Groundwater Quality Summary
Macon/Dockery Site
Richmond County, North Carolina
Page 8 of 12
910E 4.1 <1.0 <l.O 24•FJ2 210
660 <1.0 <1.0 <l.O <10 <10
lllOE <1.0 <1.0 <l.0 <10 " 43 <1.0 <1.0 <l.O <10 <10
29 I <1.0 <l.O <10 18
<10 <10 <10 <l.O <100 240
<15 <25 <25 <73 <llO 520
<5.0 <5.0 <3.0 <15 <50 <10
28 <1.0 <LO <l 0 <10 37
<5.0 <5.0 <l.O <15 <lO 51.2
<5.0 <5.0 <l.O <15 <,0 23
7.2 <1.0 <l.O <l.0 <10 29
86 <5.0 <.to <13 "° 18
<5.0 <5.0 <50 <15 <lO ,10
<2.0 <1.0 <2.0 <6.0 <20 18
<5.0 <5_0 <,O <15 <lO 13
<5.0 <5.0 <rn <15 ,,. 160
<5.0 <50 <5.0 <15 <lO ISO
<5.0 <50 <lO <13 <,0 120
<2.0 <1.0 <l.O «s.o <20 21100
<2.0 <2.0 <1.0 <6.0 <lO 2'00
<5.0 <5.0 <lO <15 <lO 1900
<1.0 <1.0 <1.0 <l.O <10 570
<5.0 <5.0 <lO <10 <120 48
<5.0 <5.0 <lO <10 <\20 130
<2.0 <2_0 <l.O <hO <20 760
1000 4llO 3500 ,.
-- --- --
r,,,&z
170 <5,0 3900 87 "o <10 <030 <3.0 0.51 <10 53
<10 <5.0 <5.0 <40 <lO <20 <0.30 <3.0 <0.20 <10 <5.0
170 <,0 31110 41 <lO <20 <0.30 <3.0 0.22 <10 47
<10 <:5,0 <5.0 <40 <lO <20 <0.30 <3.0 <0.20 <10 <5.0
120 <5.0 2900 7B <50 <10 <0.30 <3 0 <020 NA 23
130 <5.0 25110 130 <lO <20 <030 <3.0 <0.20 NA 39
120 <5.0 2800 91 <lO 24 <0.30 <3.0 <0.20 NA 31
94 (5.0 2600 <40 ,,o <10 <0.30 <3.0 0.12 NA 13
130 <5.0 2600 <40 <50 <20 <0.30 <3.0 <0.20 NA 73
147 <5.0 2600 4'.5 <lO 26.2 <LO <3.0 <0.20 NA 120
90 <5.0 2200 <40 <lO <20 <0.30 <3.0 <0.20 NA 21
97 <5.0 1800 <40 "° <10 <0.30 <3.0 <0.20 NA 52
170 <5.0 3400 44 <lO 31 <0.30 <3.0 <0.20 NA 15
130 <5.0 2300 <40 ''° 25 <0.30 <3.0 <0.20 NA 7
llO <5.0 17110 <40 <50 43 <030 <3.0 <020 NA 14
89 <5.0 1400 <40 <lO <20 0.30 <3.0 <0.20 NA 10
200 <5.0 18110 97 51 30 <030 8.8 0.32 NA 390
230 <5.0 1700 130 69 37 <0.30 4.8 0.25 NA 660
150 <5.0 14110 71 <,0 <10 <0.30 <3.0 <0.20 NA 400
220 <5.0 1600 150 83 44 <0.30 <3.0 <0.20 NA 320
360 <5.0 21110 270 160 96 0.83 92 0.81 NA 1300
330 <5.0 2000 260 130 80 0.66 9.4 035 NA 13110 No< Sampled °"' To D,y Conditions
Nol Slmp!cd °"', To D,y onditioru
Nol 5,mplod °"' To D,y onditions
No< 5,mplod °"' To D,y onditions
" <1.0 430 ,. <lO 61 <1.4 <3.0 0.31 NA 91
93 <1.0 770 <40 '" <20 <0.30 <3.0 NA 14
160 <1.0 1300 65 <lO 21 NA NA <0.20 NA 190
230 NA 16110 NA NA ., NA NA 0.72 NA 320
1000 50 100 lO 5000 15 LI 134
- --- --
1114/1996 <LO 3.1 <1.0 <1.0 <2.0 L2
"2/1996 <LO 2.1 <LO <1.0 <2.0 <1.0
7/30/1996 <LO <1.0 <1.0 L2 <2.0 <1.0
11/7/1996 <LO LS <!.O <1.0 <2.0 <1.0
214/1997 <1.0 18 <LO <1.0 <2.0 <LO
5/12/19'17 <1.0 L3 <LO <1.0 <2.0 <1.0
816/1997 <LO LI <1.0 <l.O <2.0 <l.O
I Ill 1/1997 <1.0 14 <1.0 <l.O <2.0 <LO
216/1998 <1.0 <l.0 <1.0 <LO <:2,0 <1.0
5/511998 <1.0 14 <1.0 <2.0 <1.0
8/611998 <1.0 <1.0 <1.0 <1.0 <2.0 <1.0
1 l/Jll998 <1.0 <LO <1.0 <1.0 <2.0 <1.0
2/11/1999 <1.0 11 <1.0 <LO <2.0 <1.0
5/12/1999 <1.0 <1.0 <1.0 <1.0 <2.0 <1.0
8/611999 <1.0 <1.0 <1.0 <1.0 <2.0 <LO
11/311999 <1.0 LI <1.0 LI <2.0 <1.0
2/17/2000 <1.0 <1.0 <LO 1.9 <2.0 <1.0
51912000 <LO L3 <i.O 19 <2.0 <1.0
Bf'.11000 <1.0 IA <1.0 L7 <2.0 <!.O
1/181200] <1.0 15 <LO 1.4 <2.0 <1.0
7/llf2001 <1.0 24 <LO 2.0 <2.0 <l.O
J/1512002 <1.0 I <1.0 16 <2.0 <1.0
7/30/1002 <1.0 15 <1.0 2.3 <2.0 <1.0
ln8/2003 <1.0 LI <1.0 16 <2.0 <1.0
7/10/2003 <1.0 16 <LO 24 <2.0 <1.0
J/1312004 <1.0 <J.0 <1.0 <2.0 <5.0 <1.0
612&'1.,.. <1.0 L3 <1.0 <2.0 <5.0 <LO
ln8/2005 <1.0 2.0 LS 2.4 <2.0 1.9
Rernediaion Perfocmance Slanda ),00 70 5
NA -Not Analyzed DUP -Duplicate
-
<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
LI
<LO
<1.0
<1.0
<LO
<1.0
<LO
<LO
200
---
6.4
<1.0
5.3
<LO
7.1
7.7
6.4
7
5.7
6
IO
8.7
,.6
9.3
6.9
75
7.1
8.5
8.9
9.6
IO
IO
8.2
8.8
9
4
7.1
7.5
2.8
Table 6
Groundwater Quatity Summary
Macon/Dockery Site
Richmond County, North Carolina
Page 9 of 12
<!.O <1.0 <1.0 <3.0 <IO <IO
<l.O '" <1.0 <3.0 <IO <IO
<LO <l.0 <l.O <3 0 <IO <IO
<1.0 <1.0 14 <3.0 <IO <IO
<1.0 <1.0 <1.0 <3.0 <IO <IO
<1.0 <1.0 <1.0 <3.0 <IO <IO
<1.0 <1.0 <l.O <3.0 <IO <IO
<1.0 <1.0 <1.0 <3.0 <IO <IO
<1.0 <1.0 <1.0 <3.0 <IO <IO
<1.0 <J.0 <l.O <3.0 <IO <IO
<!.O <1.0 <LO <3.0 <IO <IO
<1.0 <1.0 <1.0 <3.0 <IO <JO
<1.0 <1.0 <I.O <3.0 <IO <IO
<1.0 <1.0 <1.0 <3.0 <IO <10
<LO <1.0 <1.0 <3.0 <JO <IO
<1.0 <J.0 <1.0 <3.0 <IO <IO
<LO <1.0 <LO <3 0 <IO <IO
<1.0 <1.0 <1.0 <3.0 <IO <IO
<LO <LO <1.0 <3.0 <IO <IO
<1.0 <LO <1.0 <3.0 <IO <IO
<LO <1.0 <1.0 <3.0 <IO <JO
<1.0 <1.0 <1.0 <3.0 <IO <IO
<LO <1.0 <1.0 <3.0 <JO NOT
<LO <1.0 <l.O <3.0 <JO <IO
<1.0 <1.0 <1.0 <3.0 <IO <IO
<LO NA NA NA NA NA
<!.O NA NA NA NA <IO
<LO <J.0 <I.O <3.0 <IO <IO
1000 "" 3500 50
-- - -- - - -
~
<50 <5.0 6.3 <40 <50 <20 <030 <3.0 NA <IO 9 '" <5.0 <5.0 <40 <50 <20 <0.30 20 NA <IO 9
'" <5.0 <5.0 <40 ,,o <20 <0.30 <3.0 NA NA <5.0 ,,o <5.0 8.3 <40 '" <20 <0.30 <3.0 NA NA II
<10 <5.0 <5.0 <40 <50 <20 <0.30 <3.0 NA NA <5.0
<50 <5.0 <5.0 <4Q <50 <20 <0.30 <3.0 NA NA <5.0
'"' <5.0 <5.0 <40 <50 <20 <0.30 <3.0 NA NA <5.0
<50 <5.0 <5.0 <40 <50 <20 <1.0 <3.0 NA NA <5.0 <50 <5.0 <5.0 <40 <50 <20 <0.30 <3.0 NA NA <5.0
<50 <5.0 <5.0 <40 <50 <20 <0.30 <3.0 NA NA <5.0
<50 <5.0 <5.0 <40 <50 <20 <0.30 <3.0 NA NA <5.0
<50 <5.0 <5.0 <40 <50 <20 <0.30 <3.0 NA NA <5.0
<SO <5.0 <5.0 <40 <50 <20 <0.30 <3.0 NA NA <5.0 ,,o <:5.0 <S.O <40 <50 <20 <0.30 3.3 NA NA <5.0 ,,o <5.0 <5.0 <40 <50 <20 <0.30 <3.0 NA NA <5.0
<50 <5.0 <5.0 <40 <50 <20 <030 <3.0 NA NA <S.0
<SO <5.0 <S.O <40 <50 <20 <0.30 <J.O NA NA <S.O
<50 <5.0 <S.O <40 '"' <20 <0.30 <J.O NA NA <S.O
<50 <5.0 <S.O <40 <50 <10 <0.30 <J.O NA NA <S.O
<50 <5.0 <5.0 <40 <,0 <20 <0.30 <3.0 NA NA <5.0
<50 <S.O <5.0 <40 <50 <20 <0.30 <3.0 NA NA <5.0
<50 <5.0 <5.0 <40 <50 <20 <030 <3.0 NA NA <5.0
AL DUE ro LAB LOSS OF METALS SAMPLE NA NA <S.O ,,o <5.0 <5.0 <40 <50 <20 <0--30 <3.0 NA NA <5.0
<50 <LO <5.0 <40 <50 <20 <0.30 <3.0 NA NA <5.0 NA NA NA NA NA NA NA NA NA NA 8
<50 <!.O 14 <40 <50 94 NA NA NA NA JO '" NA <5.0 NA NA <20 NA NA NA NA 21
1000 ,0 100 50 5000 5 15 LI 154
- ----
2/1511996 <1.0 3.9 <1.0 5.1 <2.0 <1.0
5/311996 <1.0 2.8 <1.0 3.8 <2_0 <1.0
(DUP) 5/3119% <1.0 28 <1.0 48 <2.0 1.8
7/30/1996 <1.0 3 I <1.0 63 <2.0 <1.0
11/6/1996 <l.O 4.3 <1.0 4.9 <2.0 1.2
2/411997 <1.0 6.9 1.6 8.l <2.0 2.7
5/12/1997 <1.0 8S 34 IO <2.0 38
8/6/19'77 <1.0 7.3 1.7 7.9 <2.0 23
Jl/11/1997 <1.0 8.1 3 8.1 <2.0 3.4
2/511998 <1.0 9.5 2.1 11 <2.0 2.6
5/5/1998 <1.0 IO 1.6 72 <2.0 3.4
&.1611998 <1.0 9.1 <1.0 6.1 <2.0 1.2
JJ/.4/1998 <1.0 15 I.I 5.4 <2.0 1.4
2/10/1999 <1.0 14 I.] 7.5 <2.0 2.1
51131199') <1.0 23 LI II <2.0 2.1
81511999 <LO 18 <1.0 6.9 <2.0 1.2
11/3/(999 <!.0 15 I.I i.6 <2.0 16
2/l7n000 <1.0 22 1.2 5.7 <2.0 1.6
5111/21100 <1.0 24 I.I 7.3 <2.0 1.9
8/2121100 <l.O 18 <1.0 53 <2.0 1.6
1/1812001 <1.0 16 ,., 5.4 <2.0 ,.
7/11/2001 <1.0 6.8 <1.0 39 <2.0 L2
1115/2002 <1.0 8.4 <1.0 4.4 <2.0 <1.0
7/30/2002 <1.0 II I 5.8· <2.0 I.]
l/2&12003 <1.0 8.2 <1.0 2.4 <2.0 <1.0
7/]CV2003 <LO 5.2 <1.0 1.9 <1.0 <1.0
1/13/2004 <1.0 1.8 1.7 <2.0 <5.0 <1.0
6'2812004 <LO 3.1 <1.0 <2.0 <5.0 <1.0
1n112oos <1.0 42 3.9 <2.0 <2.0 1.4
Remediali.on Perfoonance Stmda 3500 70
NA• NQt Analyzed DL ~ Dilution DOP • <qlliao,
<1.0
<l.O
<LO
<1.0
<1.0
1
<1.0
<1.0
<1.0
I.I
1.8
I.I
1.4
I.]
21
1.7
1.4
1.8
1.7
I.I
I.I
1.4
<1.0
<LO
<l.0
<1.0
<1.0
<1.0
<1.0
200
---
24
II
" 20
12
16
19
14
15
16
12
" 13
IO
12
7.l
7.2
6.3
i.3
6.7
6.5
7.9
8.9
6.6
2.9
4
2.6
<1.0 ,.,
28
Table 6
Groundwater Quafity Summary
Macon/Dockery Stte
Richmond County, North Carolina
Page 10 of 12
<LO <1.0 <1.0 <3.0 20 49
<1.0 <1.0 <1.0 <3.0 <IO 29
<LO <1.0 <1.0 <3.0 <IO <IO
<1.0 <IO <1.0 <3.0 <20 <10
<LO <1.0 I <3.0 <IO <IO
<LO <1.0 <LO <3.0 <IO '" <LO <J.0 <LO <3.0 <IO <IO
<LO <1.0 <LO <3.0 <IO <IO
<1.0 <1.0 <1.0 <3.0 <IO <10
<1.0 <1.0 <1.0 <3.0 <IO <10
<1.0 <1.0 <I.O <3.0 <IO "' <LO <1.0 <LO <30 <IO <10
<LO <1.0 <LO <30 <10 <IO
<l.O <1.0 <LO <3.0 <IO <IO
<1.0 <J.0 <1.0 <3.0 <IO 15
<l.O <1.0 <1.0 <3.0 <:1.0 21
<l.O <1.0 <1.0 <30 <IO 12
<J.O <1.0 <I.O <30 <IO <10
<1.0 <1.0 <1.0 <3.0 <IO <10
<1.0 <1.0 <1.0 <30 <IO 19
<1.0 <LO <1.0 <3.0 <10 <10
<LO <LO <1.0 <30 <10 19
<LO <J.0 <LO <3.0 <IO <10
<1.0 <J.0 <1.0 <30 <IO 16
<1.0 <1.0 <LO <30 <10 <IO
<1.0 <1.0 <1.0 <30 <10 <10
<1.0 NA NA NA NA NA
<LO NA NA NA NA <10
<LO <1.0 <1.0 <30 <IO <10
100\J 4)() 3500 50
--- - - - - -
~
230 5.3 1200 <40 120 260 <0.30 28 0.22 <IO 1400 no <5.0 900 <40 87 ''° <030 21 <0.20 '" 340
<50 <5.0 <5.0 ,40 <50 <20 <0.30 <3.0 <0,20 <10 <5.0
<50 <5.0 79 <40 <50 35 <0.30 3.5 <0.20 NA 38
<50 '5.0 49 <40 <50 <20 <0.30 <3.0 <0.10 NA 20
<IO <SO 52 "° <50 <IO <030 <3.0 <0.20 NA " <50 '5.0 41 <40 <50 <20 <030 <3.0 0.08 NA 140 <50 <5.0 82 <40 <50 <20 4.7 470 <0.20 NA 19
<50 <5.0 41.1 <40 <50 <20 <1.0 <3.0 NA NA 12
<50 <5.0 ]I <40 <50 <20 <0.30 <3.0 <0.20 NA <5.0
<50 <5.0 36 <40 <50 <20 <030 <3.0 <0.20 NA 9 <50 _<5.0 39 <40 <50 <20 <0.30 <3.0 <0.20 NA 9
<50 <:5.0 130 <40 <50 41 <030 <3.0 <0.20 NA 36 <,0 <5.0 60 <40 <50 <20 <0.30 <3.0 <0.20 NA 15
54 <:5.0 470 " <50 52 <0.30 <3.0 <0.20 NA 110
84 <5.0 650 68 <50 74 <0.30 6.2 <0.20 NA 110
<50 <5.0 260 <40 <50 47 <0.30 36 <0.20 NA 91
<50 <5.0 71 <40 <50 <20 <030 <3.0 <0.20 NA 18
<50 <5.0 190 <40 <50 25 <0.30 <3.0 <0.20 NA 34
" '5.0 200 <40 <50 64 <030 4.0 <0.20 NA 130
<50 "·' " <40 <50 <20 <0.30 <3.0 <0.20 NA 27
59 <5.0 410 <40 <50 ,. <0.30 ,., <0.20 NA 110
<50 <5.0 IO "° <50 <20 <0.30 <3.0 <0.20 NA <5.0
59 <5.0 420 <40 <50 " <0.30 4J <0.20 NA 130
<50 <5.0 33 <40 <50 <20 <0.30 <3.0 <0.20 NA 16
<50 <1.0 " <40 <50 <20 <030 <3.0 <0.20 NA ]I
NA NA NA NA NA NA NA NA <0.20 NA 12
<50 <LO 44 <40 "' <20 <030 <:lO <0.20 NA 18
<50 NA ]] NA NA <'.!O NA NA <0.20 NA II
100\l 50 100 50 5000 " LI 154
... ----
Lower Macon
MWl3 ?114'1996 <1.0 80 25 4.9 <2.0 2.7
(DL) 2/14/1996 <LO 76 20 4.9 <2.0 <1.0
512/19% <LO 63 15 <LO <2.0 13
713(Vl996 <2.0 88 " 4 <4,0 <2.0
11/6/1996 L5 66 17 23 <2.0 <LO
2/4"1997 <LO 71 12 3.3 <2.0 IJ
5/12/1997 <2.0 99 29 2.2 <4.0 <2.0
8.16/1997 <2.0 61 4.2 <2.0 <40 <2.0
11/11/19}7 ,5 62 <5 <5 <JO <5
21511998 <LO 67 II 1.6 <2.0 <1.0
5/6/1998 <2.0 35 14 <2.0 <4.0 <2.0
8/7/1998 <LO 39 12 <LO <2.0 <!.O
I J/4/1998 <1.0 24 6.8 <l.O <2.0 <1.0
2/10/1999 <LO 23 3.7 <1.0 <2.0 <!.O
5/13/1999 <1.0 29 6.4 <1.0 <2.0 <1.0
81511999 <l.0 ll 2.6 <l.O <2.0 <1.0
1113/1999 <l.0 II L7 <1.0 <2.0 <1.0
2/16/2000 <1.0 85 1.2 <1.0 <2.0 <!.O
J/B/2000 <1.0 6.4 LO <1.0 <2.0 <1.0
8/212000 <1.0 4.0 <1.0 <1.0 <2.0 <1.0
l/17n001 <1.0 LS <LO <1.0 <2.0 <LO
7/11/2001 No< Sampled °"'"' °"' onditions
1/1612002 No, Sampled """"' °"' onditions
7/30/2002 No< -pkd Due to °"' omliti0115
InB/2003 No< Sampled Due to °"' oru:litions
7/10/2003 <:1.0 4.4 L9 <1.0 <2.0 <LO
l/J:Y2004 <1.0 <LO <l.O <2.0 <5.0 <1.0
6/28/2004 <1.0 LO <1.0 <LO <5.0 <LO
1121noo5 <1.0 <:1.0 <1.0 <2.0 <2.0 <!.O
Remedil!l:ion Pcrfoonance Slanda 3,00 70
NA -Not Analy; DL.., Dilution OU1-~at,,
91E
" 47
67
"' 50
" 40
35
49
38
40
" 22
35
17
12
9.4
1.,
5.7
3.1
4.2
LO
1.5
<1.0
200
-.. -
14
12
<2.0
,.2
4.8
54
6.8
<2.0
<5
3.6
4.4
5.3
2.2 ,.,
2.2
<1.0
<1.0
<LO
<1.0
<1,0
<LO
<1.0
<J.0
<1.0
<1.0
2.8
Table 6
Groundwater Qua!ty Summary
Macon/Dockery Site
Richmond County, North Carolina
Page 11 of 12
<1.0 IJ <LO <3.0 ,10 27
<1.0 <J.0 <1.0 <3.0 <10 <10
180 <1.0 <LO <l.0 ,10 20
<2.0 2.5 <2.0 ,.., ,10 27
<LO LJ <1.0 <l.0 ,10 16
<1.0 Ll <1.0 <3.0 <10 14
<2.0 <2.0 <2.0 <6.0 <20 14
<2.0 <2.0 <2.0 <6.0 <20 15
<5 <5 <5 <15 <50 I 1.9
<1.0 <1.0 <1.0 <3.0 <10 II
<2.0 <2.0 <2.0 <6.0 <20 <10
<1.0 I <l.O <3.0 <JO ..:10
<l.O <LO <1-0 <3.0 <JO 18
<1.0 <l.O <!.O <3.0 <10 27
<1.0 <1.0 <1.0 <3.0 <JO 25
<1.0 <1.0 <LO <3.0 <JO 36
<1.0 <1.0 <LO <l.O <JO " <1.0 <1.0 <LO <3.0 <JO 20
<LO <1.0 <l.O <3.0 <JO 30
<1.0 <J.0 <LO <l.O <JO 17
<LO <1.0 <l.O <l.O <10 13
No<
No<
No,
No<
<LO <1.0 <1.0 <3.0 <JO 10
<1.0 NA NA NA NA <JO
<1.0 NA NA NA NA 47
<1.0 <1.0 <l.O <l.O <10 <JO
1000 410 3500 50
- - ---- - -
"'1k-z
"' <5.0 870 <40 " 120 <0.30 17 L7 <JO 910
,50 <5.0 <5.0 <40 <50 <20 <030 <3.0 <0.20 <JO <5.0
780 <5.0 1000 <40 79 160 <030 20 L4 <JO 2100
960 5.5 1500 <40 110 260 0.31 33 0.53 NA 2000
llO <:5.0 760 <40 60 110 <030 13 <0.20 NA 730
570 <5.0 850 <40 58 130 <0.30 16 0.42 . NA 870
280 <5.0 320 <40 <50 52 <0.30 6.2 0.53 NA 400
160 <:5.0 760 <40 60 140 <0.30 8.7 0.31 NA 1200
356 <:5.0 440 <40 <50 93 <LO 55 <0.20 NA 84
310 <5.0 390 <40 <50 " <0.30 73 0.37 NA 150
140 <5.0 130 <40 <50 ., <030 <3.0 <0.20 NA 17
J;O <5.0 15-0 <40 <50 62 <030 <3.0 0.22 NA 17
360 <5.0 410 <40 <SO 130 <030 7.1 0.30 NA 420
"" <5.0 1300 <40 JOO 260 <0.30 27 <0.20 NA 1500
190 <5.0 800 <40 60 180 039 16 0.50 NA 640
1000 6.6 1400 <40 130 260 <030 28 0.25 NA 1600
600 <5.0 7,0 43 58 560 <0.30 14 0.47 NA 7ll0
l40 <5.0 400 <40 <50 84 <0.30 <3.0 0.22 NA 260
''° <5.0 560 <40 <JO 130 <0.30 7.8 036 NA 460
l30 <5.0 660 <40 <50 JOO <0.30 11.0 0.22 NA 690
llO <5.0 ''° <40 <50 83 <0.30 8.1 0.43 NA 1900
5-l<d °"" To °"' ~ditions
Sampled °"' To °"' ~ditions
Sampled °"" To °"' .. = Si11t1pled °"" To °"' onditions
170.0 <:LO 160 <40 <50 38.0 <0-54 <3.0 <0.20 NA 66
!20.0 <:I.O 54 <40 <50 43.0 NA <3.0 <0.20 NA <5.0
560 3.4 760 <40 67 150 NA 20 <0.20 NA 880
210 NA 210 NA NA 28 NA <3.0 <0.20 NA · llO
1000 ,0 JOO ,0 5000 15 LI 154
----
2/14/1996 <1.0 ,., 6.3 14 <2.0 <1.0
512/19% <1.0 3.6 ,.3 <1.0 <2.0 14
7/30/1996 <1.0 2.2 4.4 u <2.0 <1.0
ll/15/1996 <1.0 3.1 3.4 <1.0 <2.0 <1.0
2/411997 <1.0 4.1 ,.6 <1.0 <2.0 <1.0
5/12/1997 <1.0 4.4 65 <1.0 <Z.O <1.0
8/7M91 <1.0 ,., 42 LI <2.0 <LO
!lfll/19'}7 <LO 8.6 6.2 2.> <2.0 <1.0
2/5/1998 <LO 94 4.2 1 <2.0 <LO
j/6/1998 <1.0 8.8 4.4 3.1 <2.0 17
8/611998 <LO 73 13 3.1 <2.0 <:!.O
I lf411998 <1.0 4.7 <1.0 18 <2.0 <1.0
2/10/1999 <l.0 4 <LO 1.7 <2.0 <1.0
j,'JJ/1999 <LO 38 <1.0 2.4 <2.0 <1.0
8/91999 <LO 2.9 <1.0 2.2 <2.0 <1.0
l J/3,11999 <LO <1.0 2.6 <2.0 <J.O
2/1612000 <l.O 5.6 <1.0 2.6 <2.0 <LO
518/2000 <1.0 14 <J.0 2.6 <2.0 <1.0
812/2000 <1.0 13 <1.0 1.7 <2.0 <l.O
1/17/2001 <LO 14 3.0 12 <2.0 <1.0
7nOl2001 <LO ,.1 <LO <1.0 <2.0 <1.0
l/l.5/2002 <2.0 47 <2.0 <2.0 <4.0 <2.0
7/30/2002 <2.0 50 7.3 2.8 <4.0 <2.0
1/28/2003 <2.0 47 5.1 <2.0 <4.0 <2.0
7/10/2003 <1.0 21 3.1 <2.0 <1.0
J/13/2004 <1.0 5.6 <l.0 <2.0 <5.0 <1.0
6128/2004 <1.0 3.7 <LO <2.0 <5.0 <LO
1nB12005 <1.0 II 1.7 <J.O <2.0 <1.0
Remediation Perfocmancc Standa 3'00 70
NA -Not Analy; DL .. Dihrtion OUP•doi,!IOOI,
-
3.2
17
18
19
2.7
2.9
2.8
3
1.6
2.4 u
<1.0
<LO
<LO
<LO
<LO
<LO
1.3
1.4
2.0
u
3.7
4.7
4.3
1.8
<LO
<1.0
LO
200
---
3.1
25
2.3
3.4
4.3
4.7
3.1
4.4
1.8
43
39
21
2.4
2.9
2.3
2.9
2.4
2.8
1.1
1.6
I
<2.0
<2.0
<2.0
<1.0
<LO
<LO
<1.0
28
Table 6
Groundwater Quality Summary
Macon/Dockery Site
Richmond County, North Carolina
Page12of12
<2.0 <2.0 <2.0 "·' <20 41
<2.0 <2.0 <2.0 <ti.O <20 13
<1.0 <1.0 <1.0 <l.O <10 13
<1.0 <1.0 <1.0 <l 0 <10 <10
<1.0 <LO <LO <l.O <10 II
<LO <IO <1.0 <l.O ,10 17
<1.0 <1.0 <LO <l.O <10 qo
<1.0 <1.0 <!.O <l.O <10 <:JO
<1.0 <1.0 <1.0 <3.0 <10 II
<1.0 <1.0 <1.0 <l.O <10 " <LO <1.0 <1.0 <3.0 <IO 13
<LO <LO <1.0 <l.O <10 ,10
<1.0 <J.0 <1.0 <3.0 <10 II
<LO <1.0 <1.0 <l.O <10 II
<!.O <1.0 <1.0 <3.0 <10 <10
<LO <1.0 <1.0 <3.0 ,10 II
<l.O <1.0 <LO <3.0 <10 <10
<LO <1.0 <1.0 <3.0 <IO 19
<l.O <1.0 <1.0 <3.0 <IO 30
<LO <1.0 <LO <3.0 ,10 <IO
<LO <1.0 <1.0 <3.0 <10 10
<2.0 <2.0 <2.0 <6.0 <20 II
<2.0 <2.0 <2.0 <ti.O <20 <10
<2.0 <2D <2.0 <6.0 <20 ,10
<!.O <1.0 <1.0 <3.0 <10 ,10
<1.0 ,10 <1.0 <2.0 ,,, <10
<LO <1.0 <1.0 <2.0 <1' 12
<l.O <1.0 <1.0 <3.0 '" "'
1000 "111 3300 50
---- - ---
,,,..,
170 -0.0 2200 <4" 160 260 <0.30 39 NA <10 800
110 <5.0 71!0 ""' " 96 <:0.30 " NA <10 230
73 <5.0 650 <40 <50 96 <0.30 " NA NA 260
<50 0.0 270 ,., <50 39 <0.30 4.3 NA NA 170
93 <:5.0 760 <40 <50 93 <0.30 12 NA NA 260
67 0 0 480 <40 <,0 67 <0.30 9.3 NA NA 300
71 <5.0 '" ""' <,0 60 <0.30 7.6 NA NA 24"
<50 .::5.0 245 <4" <50 37.7 <1.0 <3.0 NA NA 130
79 00 630 <40 <50 65 <0.3 10 NA NA 330
100 <5.0 770 <40 <50 82 <0.3 10 NA NA 290
82 <5.0 650 <40 <50 66 <0.30 10 NA NA 210
<50 0.0 310 <40 <50 37 <0.30 <3.0 NA NA 120
83 0.0 610 <40 <50 63 <0.30 7.1 NA NA 340
64 <:5.0 "° <40 <50 48 <0.30 8.0 NA NA 180
73 <:5.0 480 <40 <50 ,.. <0.30 8.1 NA NA 280
" <:5.0 '10 ,40 <,0 " <0.30 7.4 NA NA 310
<50 <5.0 240 <40 <50 <20 <0.30 <3.0 NA NA 92
120 <5,0 940 <40 62 100 <0.30 13.0 NA NA ,00
200 <5.0 1700 <40 120 180 <0.30 24.0 NA NA 980
60 <5.0 410 <40 <50 66 <0.30 4, NA NA 160
<50 <5.0 110 '40 <50 <20 <0.30 <3.0 NA NA " 81 <5.0 ,00 ""' <,0 " <0.30 7.1 NA NA 210
<50 <5.0 180 ,40 <50 22 <0.30 <3.0 NA NA 88
<50 <5.0 210 <40 <50 22 <0.30 <3.0 NA NA 140
'"' <1.0 44 <40 '" <20 <0.46 <3.0 NA NA 22
<50 <1.0 II ""' <50 <20 NA <3.0 NA NA 17
<50 <:1.0 13 ""' <50 46 NA <J.O NA NA " NA NA 290 NA NA NA <0.30 4.6 NA NA 41
1000 50 100 50 5000 " LI 154
I
I ISnmple :Location
I VE-01
'
I
I I
'
I
'
I I
OW-l
I I
I
I I
' I I
OW-3
I
' I
I
'
i
I I
OW-l
I
I ' '
I
SVE·E.xhaust
I I
I
I I
I I
'
' I '
:
I
I
TABLE 7
Air Quality Summary
Macon/Dockery Site -Richmond County, North Carolina
Page 1
II
Date
I
Chloroform 1,2-Dichloroethene Trichlorocthenc
ml!fm3 me/m3 mP/mJ
2/22/1996 <IO <IO <IO
6/5/1996 <10 <10 <10
7/1/1996 <10 <10 <]0
11/8/1996 <10 <]0 <10
6/23/1997 <10 <10 <10
1 I/13/1997 <2.0 2.3 <2.0
6/19/1998 <2.0 <2.0 <2.0
11/4/1998 <2.0 <2.0 <20
5/13/1999 <2.0 <2.0 <2.0
11/3/1999 <2.0 <2.0 <2.0
5/812000 <LO <I.O <LO
2/22/1996 <10 <10 <10
6/5/1996 <10 <10 <10
7/1/1996 <10 <10 <10
11/8/1996 <IO <IO <10
6/23/1997 <10 <10 <10
l 1/13/1997 <2.0 <2.0 <2.0
6/19/1998 <2.0 <2.0 <2.0
11/4/1998 <2.0 <2.0 <2.0
5/13/1999 <2.0 <2.0 <2.0
11/3/1999 <2.0 <2.0 <2.0
5/8/2000 <l.O <LO <l.0
2/22/1996 <10 80 <10
6/5/1996 <10 <]0 <10
7/1/1996 230 <10 <10
11/8/19% <10 <10 <10
6/23/1997 <10 <10 <10
11/13/1997 <2.0 <2.0 <2.0
6/19/1998 <2.0 <2.0 <2.0
11/4/1998 <2.0 <2.0 <2.0
5/13/1999 <2.0 <2.0 <2.0
11/3/1999 <:2.0 <2.0 <2.0
5/8/2000 <1.0 <1.0 <l.0
2/22/1996 <10 380 <10
6/l/1996 <10 <10 <]0
11/8/1996 <10 <IO <IO
6/23/1997 <]0 <10 <IO
I 1/13/1997 <2.0 <2.0 <2.0
6/19/1998 <2.0 <2.0 <2.0
11/4/1998 <2.0 <2.0 <2.0
5/13/1999 <2.0 <2.0 <2.0
11/3/1999 <2.0 <2.0 <2.0
5/8/2000 <1.0 <1.0 <1.0
2/14/1996 <]0 <10 <10
2/15/1996 <]0 <10 <10
2/16/1996 <]0 <10 <10
4/3/1996 <10 <]0 <10
6/511996 <JO <IO <IO
7/1/1996 <]0 <10 <10
8/1/1996 <10 <10 <10
2/l/1997 <]0 <]0 <10
6/23/1997 <10 <10 <10
Sn/1997 <2.0 <20 <20
11/13/1997 <2.0 <2.0 <2.0
7)6/1998 <2.0 <2.0 <2.0
Sn/1998 <2.0 <2.0 <2.0
8/7/1998 <2.0 <2.0 <2.0
l l/4/1998 <2.0 <2.0 <2.0
2/11/1999 <2.0 <2.0 <2.0
5/13/1999 <2.0 <2.0 <2.0
8/511999 <2.0 <2.0 <2.0
I 1/3/1999 <20 <2.0 <2.0
5/8/2000 <1.0 <1.0 <LO
8/3/2000 <LO <LO <LO
Toluene
moim3
<IO
<]0
<10
<10
<10
<2.0
<2.0
<2.0
<2.0
<2.0
<1.0
<10
<10
<]0
<]0
<10
<2.0
<2.0
<2.0
<2.0
<2.0
<1.0
<]0
<10
<10
<10
<10
<2.0
<2.0
<2.0
<2.0
<2.0
<LO
<10
<IO
<10
<10
<2.0
<2.0
<2.0
<2.0
<2.0
<LO
4l
43
73
<10
<IO
<10
<10
<IO
<10
<20
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<20
1.2
<1.0
j
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
ISnmple :LoC'nlion
SVE Inlet Line
I
'
I u~-Dockery Air Stack
I
'
'
I
I
i
'
'
I
I
'
'
I
I
I
I
Lower Dock~· Air Stack
I
I
I
i
I
i
I
'
I
'
'
I
TABLE 7
Air Quality Summary
Macon/Dockery Site -Richmond County, North Carolina
Page2
II
Date
11
Chloroform 1,2-Dichloroethcne Trichlorocthenc
mE/mJ mElm3 m1!/m3
61511996 57 <10 <IO
7/1/1996 <IO <10 <10
2/1611996 <IO <IO <10
4/3/1996 <IO <IO <IO
61511996 <IO <IO <IO
7/1/1996 <10 <10 <IO
8/1/1996 <10 <10 <IO
11/8/1996 <10 <IO <IO
2/5/1997 <10 <IO <10
5/12/1997 <IO <IO <IO
8ntl997 <2.0 <2.0 <2.0
11/13/1997 <2.0 <2.0 <2.0
2/6/1998 <2.0 <2.0 <2.0
517/1998 <2.0 <2.0 <2.0
Sn/1998 <2.0 <2.0 <2.0
11/4/1998 <2.0 <2.0 <2.0
2/11/1999 <2.0 <2.0 <2.0
5/13/1999 <2.0 <2.0 <2.0
8/5/1999 <2.0 <2.0 <2.0
11/3/1999 <2.0 <2.0 <2.0
5/9/2000 <1.0 <1.0 <LO
8/3/2000 <1.0 <1.0 <LO
1/18/2001 <1.0 <LO <LO
7/11/2001 <LO <LO <l.O
1/16/2002 <LO <1.0 <1.0
7!31/2002 <LO <1.0 <1.0
1/28/2003 Svstcm Down -Not Samolcd
7/16/2003 Svstem Down -Not Samn]ed
1/13/2004 <LO <1.0 <LO
6f28/2004 <1.0 <1.0 <LO
1/27/2005 <l.O <LO <l.O
4/3/1996 <10 <IO <10
8/1/1996 <10 <JO <IO
11/8/1996 <IO <IO <IO
5/12/1997 <IO <IO <10
11/13/1997 <2.0 <2.0 <2.0
216/1998 <2.0 <2.0 <2.0
Sn/1998 <2.0 <2.0 <2.0
8/7/1998 <2.0 <2.0 <2.0
I 1/4/1998 <2.0 <2.0 <2.0
2/11/1999 <2.0 <2.0 <2.0
5/13/1999 <2.0 <2.0 <2.0
8/5/1999 <2.0 <2.0 <2.0
11/3/1999 <2.0 <2.0 <2.0
S/9/2000 <l.O <1.0 <l.O
8/3/2000 <1.0 <LO <LO
l/00/01 Svstem Down • Not Samnlcd
4124/2001 <1.0 I <LO I <l.O
7/11/2001 System Down. Not Samnled
7/31/2002 System Down• Not Samnled
1/28/2003 Svstem Down • Not Samnled
7/16/2003 <1.0 I <l.O I <1.0
l/13/2004 <LO I <J.O I <1.0
6/28/2004• Remedialion S'{!tem Suspended• Samnle Not Collected
1/27/2005"' Remediation Svitem Susoended • Samolc Not Collected
I . Lowfi Dookery Gro1mdw,iter Remedial10n Sy&t<lm SUHpended on J,/]9/04, Swnp!e not collected or analyzed.
Toluene
ma/m3
<IO
<IO
<IO
<IO
<10
<IO
<IO
<IO
<IO
<IO
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<1.0
<1.0
<1.0
<1.0
<LO
<J.0
<1.0
<LO
<1.0
<IO
<IO
<IO
<10
<2.0
<2.0
<2.0
.. "2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<1.0
<l.O
<LO
<1.0
<l.O
✓
I
I
I
I
I
I Sample
Litcation
I I
I
'
I '
'
I '
I
I I
'
I
I ' I
I
!
I :
I
I
I
' I I
'
I
I I
I
I
I
I
I
I
TABLE 7
Air Quality Summary
Macon/Dockery Site -Richmond County, North Carolina
Page 3
Date Chloroform 1,2-Dichloroethenc Trichlorocthene
m1!/m3 me:/m3 m"'/m3
4/3/1996 <10 <IO <IO
5/3/1996 <IO <IO <IO
6/511996 50 <IO <IO
7/1/1996 <IO <IO <IO
8/1/1996 <10 <IO <IO
11/8/1996 <IO <10 <IO
2/5/1997 <10 <10 <10
5/12/1997 <IO <IO <IO
8n/ICJ97 <2.0 <2.0 <2.0
11/13/1997 <2.0 <2.0 <2.0
2/6/1998 <..'2,0 <2.0 <2.0
sn1199s <2.0 <2.0 <2.0
Sn/1998 <2.0 <2.0 <2.0
I 1/4/1998 <2.0 <2.0 <2.0
2/11/1999 <20 <2.0 <2.0
5/13/1999 <2.0 <2.0 <2.0
8/5/1999 <20 <2.0 <2.0
l l/3/1999 <2.0 <2.0 <2.0
2/17/2000 <2.0 <2.0 <2.0
5/8/2000 <1.0 <1.0 <l.O
8/2/2000 <1.0 <LO <l.0
1/18/2001 <1.0 <1.0 <1.0
7/11/2001 <l.0 <l.0 <1.0
1/16/2002 <1.0 <1.0 <1.0
7/31/2002 <1.0 <I.O <l.O
1/28/2003 Svatem Down -Not Samnled
7/16/2003 <LO <1.0 <1.0
l/13/'2004 <1.0 <l.0 <LO
6/28/2004 <1.0 1.2 <1.0
1/27/2005 <1.0 <1.0 <1.0
Toluene
mP/mJ
<IO
<IO
<IO
<IO
<IO
<IO
<10
<IO
<2.0
<2.0
<2.0
. <2.0
<2.0
<2.0
<20
<2.0
<2.0
<2.0
<2.0
<1.0
<1.0
<LO
<1.0
<I.O
<1.0
<1.0
<1.0
<1.0
<1.0
j
~•.L-•;'1~ ],.1---1..........J.._~ •, l I {:. ,,_ ____ ',';I -,-, -•~i• "',1 •.~,-~,I~ f • • ' :, •
·• i ' ' ·, • \ • l . , • 11 • • •• , , • • • ,
I
I
I ~ample
ocation
/L Macon Air Stack
I
I I
I
I
I I
I
I
I I
'
I I
'
I
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'
I ' I
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Pro--'" Lll\e
I
I
I
I I
I ~
'
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I
I I
I
I I
'
I '
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I
TABLE 7
Air Quality Summary
Macon/Dockery Site -Richmond County, North Carolina
Page4
I Date I Chloroform 1,2-Dichlorocthenc Trichlorocthcne
ma/m3 mo/mJ mo/m3
2/16/1996 <JO <JO <JO
5/3/1996 <IO <10 <JO
615/1996 <JO <JO <10
7/1/1996 850 <JO 29
8/1/1996 <IO <JO <10
11/8/1996 <JO <JO <JO
215/1997 <JO <JO <JO
5/12/1997 <10 <IO <JO
8/7/1997 <2.0 <2.0 <2.0
l l/13/1997 <2.0 <2.0 <2.0
2/6/1998 <2.0 <2.0 <2.0
5/7/1998 <2.0 <2.0 <2.0
Sn/1998 <2.0 <2.0 <2.0
11/4/1998 NS NS NS
2/11/1999 <2.0 <2.0 <2.0
5/13/1999 <2.0 <2.0 <2.0
8/5/1999 <2.0 <2.0 <2.0
11/3/1999 <2.0 <2.0 <2.0
2/17/2000 <2.0 <2.0 <2.0
5/812000 <1.0 <l.O <1.0
8/212000 <LO <1.0 <1.0
1/00/00 SVJ1lem Down -Not Samnlcd
4/24/200 I <1.0 <1.0 <l.O
7/11/2001 <1.0 <1.0 <l.O
1/1612002 <LO <1.0 <1.0
7/31/2002 NOT SAMPLED SYSTEM
1128/2003 <1.0 <1.0 <1.0
7/16/2003 <1.0 <LO <l.O
l/13/2004 <I.O <1.0 <1.0
6/2812004 Swlem Down -Not Samoled
112712005 <LO <LO <l.O
2/16/19% <JO <JO <JO
4/3/1996 <10 <IO <10
5/3/1996 <10 <JO <JO
6/5/1996 <10 <JO <JO
7/1/1996 <JO <10 <JO
8/1/1996 <JO <10 <10
11/8/1996 <JO <10 <JO
2/5/1997 <JO <JO <IO
5/17/1997 <JO <JO <JO
8/7/1997 <2.0 <2.0 <2.0
11/13/1997 <2.0 <2.0 <2.0
2/6/1998 <2.0 <2.0 <2.0
Sn/1998 <2.0 <2.0 <2.0
Bn/1998 <2.0 <2.0 <2.0
l l/4/1998 <2.0 <2.0 <2.0
2/11/1999 <2.0 <2.0 <2.0
5/13/1999 <2.0 <2.0 <2.0
8/5/1999 <2.0 <2.0 <2.0
I I/3/1999 <2.0 <2.0 <2.0
2/17/2000 <2.0 <2.0 <2.0
5/812000 <l.O <LO <1.0
Toluene
mo/mJ
<IO
<10
<10
<10
<IO
<JO
<10
<10
<2.0
<2.0
<2.0
<2.0
<2.0
NS
<2.0
<2.0
... -i.o
<2.0
<2.0
<l.O
<l.O
<LO
--1.0
<LO
DOWN
L3
<LO
<l.O
<l.O
<10
<JO
<IO
<10
<IO
<JO
<IO
<JO
<JO
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<1.0
8/3/2000 "'"'Not anaJV7ed, Tedlar bio deflated durina samrle shi ment.,..
1/18/2001 <1.0 <1.0 <1.0 <1.0
7/J J/2001 <1.0 <l.O <I.0 <l.O
I/16/2002 <1.0 <1.0 <1.0 <1.0
7/31/2002 <1.0 <LO <1.0 <l.O
1/28/2003 <1.0 <1.0 <1.0 <1.0
7/16/2003 <1.0 <l.O <1.0 <1.0
1/13/2004 <1.0 <LO <1.0 <LO
6/28/2004 <1.0 <1.0 <1.0 <1.0
1/27/2005 <1.0 <1.0 <1.0 <LO
✓
I
I
SY111m
I Uppar Dockery
I
I
I
I
I
I
I 12·1-811 to 12-31-lilll
12-31-1)81o 1-21.g,g
1-27-0II to 2-2l-118
2-23-99 to 3-30-119
I 3-30-911 to 4-211-1111
-4-211-99 to 5-27-1111
5-27-89 lo 6-24-851
s.24-119 to 7-29-99
7-2s-119 to 6-27-99
I S-27-119 ID 9-27-119
9-27-911 to 10-3-99
10-29-99 to 1 f-24-99
11•24-99 IO 12-30-119
12-30-IIU lo 1-21-00
I 1-21-99 to 2-25--00
3-1-00 to 3-31-00
3-31-00 to 4-27-00
4-27 -00 to 5-26-{)0
5-26-00 to 0-3G-OO I 6-30-00 lo 7-26-00
7-26-00 to 6-29-00
8-29-00 to ~25-00
lt-lS-00 lo 1 0-26-00
10-20-00 IO 1-26-01 I 1-26-01 lo 4-20-01
4-20-01 to 7-111-01
7-19-01 to 10-18-01
tHl-011002-06-02
I S-1-02 to 7-31-02
1Sftl021o 10011112
1tf'ltll2to113Ml3
211/03 to 4l30.'03
SJ1I03to7131.(13
i 8/1/03 to 10/31/03
11/1I03to 1131/04
211/04 to 4130/04
511/04 to 07'31/04
07/31/04 to 1001,04
I 11/01/04 to 01131/05
2t1IOS to 04/3005
511/05107131/05
I
TABLES
SUMMARY OF MASS voe REMOVAL ESTIMATES
MACON/DOCKERY SITE
RICHMOND COUNTY, NORTH CAROLINA
PAGE 1 OF ,4
A~erage Total FlowVolumelor voe Pounds or voe """· Poood CQl'leentnillon Removed For P111oc Cumulallve VOC. Removed
"'""'' ,, . ., (Poundlil (Pounds\ .. , ... 400,155 100 0.60 005 ...... 286,151 210 '-'" 1.15 ... , ... "·"' m 0.10 '25
J, ... 117,350 120 0,10 1.35
"''"" 163,426 10, 0.15 ,.so _ ..
218,330 "' 052 2.02
Sep.911 1411,420 "' "" 2.37 ""·" 140,191 "' 0.33 2.70 ,.,.,. 438,013 "' 1.07 3.77
""-" 1111,903 ,.. 0.40 4.17
Jan-87 21M,071 ,.. o.n HIii
Feb-117 267,59!1 131 0-" 5.18 Mar-97 ""·"' 131 027 5.45
Apr-117 278,556 131 0.30 5.75 Mly-117 2811,938 70 0,18 ,.,
Jun-97 135,575 " o_o, 6.02
Jul-97 1111,896 " '-" 6.08 Aug-97 70,9!17 .. 0.03 6.11
.. ,,..7 50250 .. 0.tl3 11.14 Oct-117 277,505 .. 0.12 ,,, .... ,, 1~.,~ 100 0.13 ,_,.
Doo~7 78,332 100 0.07 o .. Jo~ .. 103,988 100 0.0, 11.ss F,b-98 ...... "' 025 6.80 ... , ... 328,525 1111.3 027 7.07
Apr-98 4111,475 "·' 035 7.42
Mey..118 «0,448 ... 0.110 ,_,,
Jun-118 200,192 , ... 0.41 11.73 Jul-98 337,048 , ... "' 9.42
AI.Jg-911 432,719 14(1,4 0.53 '" S■p-118 411,1177 148.4 o . ., 10.45
"""" 439,378 146.4 0 ... 10.119 Nov-llS "'·"' 101 0.411 11.48
""-" 500,4,0 "' 0.07 12.15 J■n-99 552,7~ '" 0.74 t2.!9
Feb-99 524,380 " 0.42 13.31 Mu-99 CIU,641 " 0-411 13.ao .,,_,, 571,148 " 0.45 14.25 May-119 524,349 13Q,4 0.61 14.86
Jun-99 431,742 138.4 o . ., 15.38
Jul-119 392,518 139,4 0.'6 15.82 ,...., 190,407 130 022 16.04 -303,1110 "' 0-" 111.38 Od-90 384,213 130 0.42 1tu11
Nov-99 m,oss 1'1 0.42 17.23 Dec-99 38fl,943 101 0.59 17.112 Jar,..00 236,733 101 0.30 111.18 Feb-00 0 101 0.00 18.18 Mat-00 1711,1109 1'1 027 18.45 """"' 164,914 101 025 111.70
""'""' 4111,400 72.11 025 18.95 J,o-oo 1, .... ,,. 000 111.01 """"' "'·"" 12., 0.05 HI.OB
""'""' 133,575 72.0 ODO 19.14 -1,0,00 72.0 0.08 19.22
Od-00 148,404 72.0 o_o, 19.31 Jan-01 615,761 ... o 0,45 19.7tl .Af,r-01 526.427 88.0 0.39 20.15 J11I--Ot 560,547 101.9 0.48 20.63
Oci--01 784,080 101.9 0.07 21.30 J,.., S29,eEl7 91.0 ""' 21.70 J"'-<>2 ,,.,,, 150.0 0.10 21.80 °""" 101,740 150.0 0.13 2U3 Jon-03 53,345.2 150.0 0,07 22.00 .,,.-0, 127,673.0 150.0 0.16 22.18 Jul--03 80,516.0 179.7 0.0, 22.25 Oci-03 1,097,205.4 179.7 t.84 23.811 Joo-0< 881,1gfl,0 133,3 0.76 24.65 J,_ 521,945.0 133,3 ,,, 25.23 J■n-04 637~.0 133.3 0.71 25.IM ...... 817,M.!.O 133.3 o_o, ,,.,
J...., 708,874.0 115.0 0 ... 27.31 Joo-OS 910,315.0 115,0 0.87 28.18 ,..-0, 508,558.0 "' 0.42 28.80
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
S,,,.m
Lower Dockery
12-1-98 to 12-31-£18
12-31-118 to 1-27-1111
1-27-99 lo 2-2l49
2-23-99 to 3-30-99
3-30-99 to 4-29-99
-4-29-99 to 5-:27-99
S-27-fi Ill 6-24-99
6-24-99 to 7-29-99
7-~ to g.27.gg
6-2J.S19 to 9-27-119
9-27-89 to 10-29-QII
10-29-99 to 11-24-0D
11-24-99 to 12-30-99
12-30-99 to 1-21.00
1-21-00 1t1 02-2S-O0
3-1-00 to 3-31-00
3-31-00 to 4-27-00
4-27-00 to S-2tMXl
S-2fl.OO to 6-30-00
6-30-00 to 7-26«1
7-26-00 to 6-~.00
&-2t-OO to 9-25-00
9-25-00 to 10-28-00
10-2&-00 lo 1-28-01
t-28-01 to4-20-01
4-20-01 lo 7-1 9-01
7-19-01 to 10-18-01
11-08--01 lo02-0&-02
5-1-02 lo 7-31-02
81"t..U.Zto10l311D2
11/1/02 to 1/31/03
1111/02 to l/14A'.13
2/1I03 to 4/30IOJ
511/03 to 7131/03
81"t/03to1001m
1111/0lto 1/31/IM
"211/04 to 311 lil/04
TABLEB
SUMMARY OF MASS voe REMOVAL ESTIMATES
MACON/DOCKERY SITE
RICHMOND COUNTY, NORTH CAROLINA
PAGE20F4
Average Total
Flow Volum• lor voe Pounds ol voe =• '""' """'"""""' RlllllOYOdForPeriol Cumu!alMI voe, Removed
lnallomi) ,-, (Pounds) (Pounds)
Mar~ 321S,«II 200 0.55 0.55 ...... 191,090 "' 02' '·" ..., ... 245,715 "' 0.30 '·" '"""" 11,1119 '" 0.01 1.10
Jul-98 151,827 152 0.19 ,,, ,,.,.,. ,,.,,, '" 0.111 U7 ,,,,.,. 03,833 HO 0.09 '·" .,. ... 480,3711 HO '·" ,,,
Nov-96 183.210 140.11 022 2.43
0..,0 137,SIM 140.8 o.u, '" Jan-97 2811,202 140,8 '·" 2.93
Fab-87 110.1112 140.11 0.11 '·" Ml,r-97 277,623 '" 02, ,,. .... , 1110,560 '" 0.17 , ...
May.97 IIIM,655 '" '·" 4.12
Ju11-97 501,9117 '" 0.49 Ul1
Jul-97 581,027 '" 050 5.17 ,,.,.., 414,199 .. 02, 5.4!1 ..,.., 481,049 .. ,,. '" oet-97 457,e<M .. 0.32 ll.12 ,_,, "'·"' ., 0.111 rn ,,...,, 272,079 ., 0.14 "-42
Jan-WI 7Be,548 82 0.41 8.83
Feb-118 123,013 57.11 0.06 8.89 .. , ... 287,027 57.11 0.14 7.03
Apr-88 402,535 57,11 0.22 '25 ..., .. 141,1136 ,,.. 0,07 ,.,,
Juo-98 453,014 ... , 0.21 '" J""" "'·"' ... , 02' 1,71
Aug•98 453,131 '22 023 8.00 ..... 591,"81 822 0.31 8.31
Ocl-98 ,n,,1211 822 02, B.S5
NOY-98 842,213 "·' 0.28 '·" D-415,55{) 52.8 0.18 9.01
Jan-1111 381,051 "·' 0.16 9.17
Ftt..99 522,107 ,., 0.15 '" Mar-99 822,194 35.2 0.18 9.50 .... , ,,.,., ,S2 0.21 9.71
May-911 581,688 " 02' '" J-427,905 " 0.17 10.11
Jul-99 473,998 " 0.19 10.30
Aug-;& 228,828 ,.,, '·" 10.37
S.p-1111 4511,303 ,.., o., .. 10.51
""·"' 5'11,217 "·' 0,18 10.89
Nov-119 46-4,502 22 '·" 10,78
D~OO 447,1151 22 0.06 10.1!1!1
J,..00 503,520 22 0.00 10.95 ,,.., 95,167 22 0.02 10.97 .. ,.,, 235,556 22 '·" 11.01
Ap,-00 212,338 22 '·" 11.05 -485,7811 "·' 0.12 11.17
J".00 382,997 30.3 0.10 11.27
,M-00 500,IMII "·' 0.13 11.40
"""-00 284,722 37.5 0.09 11.49 -587,833 37.5 0.111 11.87
Oct-00 512.427 37.5 0.18 11.83
Jall-01 7!m,928 ,,. 0.24 12.07
Apr-01 125,&H 37.5 '·" 12.11
'""'' 927,723 37.5 ,.,, 12.40
"""' 162,133 ,,. oos 12.45 ...,,.., 1,705 37.S 0.00 12.45
·'"'"" 577.043 37.S 0.111 ,,.,
Oo-02 180,412 37.5 '·" 12.611
Jan-03 7,031 37.S 0.00 12.611
Mar-03 10.824 28.7 0,00 12.68
"'"' 513.285 211.7 0.12 12.80
JuJ-03 1.042,935.4 ,., 00, 12.119
0.,.00 218.037.103 ,., 0.02 12.91
Jan-04 659,833.5 '' '·" 12.95 ...... 553.193.290 •. , '·" 12.98
Uaed Odobaf 2000 ln!klent 1nelylical data to calculate mns remowl wlimai.. for peflod ol 10-26-00 to 1-28-01
due lo aystem operatlonel problerr..
•i.-Dockery groundwat■r remediation systarn shllt down on 3119/04
✓
I
I System
I Macon Souro, Alea
I
I
I
I
I
I
12-1-88 to 12-31-88
I 12-31-98 to 1-27-99
1-27-89 to 2-23-99
2-23-QII to "l-30-99
3-31).98 to 4-2D-OSI
4-29-eg to 5-27-98
I 5-27-88 to 6-24-99
&--24-99 to 7 -29-89
7-~ lo 8-27-99
6-27-89 to 9-27-99
I &-27-89 lo 10-29-99
10-29-99to11-2~
11-24-9910 12:J0.99
12-30-99 lo 1-21-00
1-21-00102-25-00
I 3-1-00 ta 3-31-00
3-31-00 to 4-27-00
4-27-00 to 5-26-00
5-26-00 lo 6-30-00
6-30-00 to 7-26-00
I 7-26-00 to 8-29-00
11-29-00 kl 9-25,00
&-2~ to 10-2&--0D
10-26-00101-28-01
1-28-01 to 4-20-01
I 4-20-01 to 7-19-01
7-19-01 to 10-18-01
11-otJ-01 to02-08-02
5-1-02 to 7-31-02
0/1/02tu 10131/02 I 11111021o1f.l1/03
1111102 to 311403
2/1 /03 to 4/30I03
S/1/03 to 7'31/03
I 11/1/03 lo 10/31/03
111'\/0310 1f.l1/04
2/1104 lo 4/30/0,I
S/1104 to 07'31/04
DM11104 to 1001/CM
I 11101104 to 01f3t/05
02/01105 to 0413<WS
511/05 to 7131/D!!i
I
TABLES
SUMMARY OF MASS voe REMOVAL ESTIMATES
""""'
Mar-08 ...... ... , ...
'=" Jul-96 ""' ... ... ,.
Oct-96
N=,O
""'"" .11111-117
Fet>-117
Mar-117
Apr-97
May-117
Jun-97
"'"" A,g-97
Sep.117
Oct-97
Nav-117
Oee-97
J.n-116
Fell--116
Mar-116
Apr-98
Msy-98
Jun-Ila
Jul-lUJ ...... ... ,.
Oct-811
Nov-811
Dtic-88
J■l\-98
F■b-98 ....... ......
"'"'' Jun-98
Jul-99
Aug-99 , ....
°""" Nov-99 __,
Jan-()0
F■b-00
Mo,.00 .,,...,,
Moy-00 ,,..,, ,,..,,
Au9-00
Sftp-00
"""" Jan-()1 ...... ..,,_,,,
Od-01
Jan-02
Jul-02
°""" .... 3
"""' Ap-03
Jul-03
oa-03
Jan-0◄ ,. ... , .... , .... ,. ...
Jan-05
Aug-05
MACON/DOCKERY SITE
RICHMOND COUNTY, NORTH CAROLINA
PAGE 3 OF4
I AVBl'IIIB , ""''
Flow Volum, lor voe Pounds ol voe
Penod Conoentre.tlon Removed For Parb
(gallons) '""'"' (Pounds)
4211,083 " 020
l64,TT2 " 0,111
2s1,no " 0.0,
114,04.II " 00,
202,4TT ., 0.07
207,503 " 0.11
2011,6411 " 0.11
101,512 " 0.05
116,35'1 42.6 004
137,(MS 42.6 0.05
146,036 42.6 0.05
215,730 "' 0.11
223,222 "' 0.12
253,167 63.9 0.13
223,177 " 0.15
23-4,MII " 0.16
117,736 " 0.0,
50,248 12-U 0.05
"·"' 124.11 0.04
70,207 124.9 0.07
102,32(1 122.5 0.10
114,452 122.5 0.12
176,387 122.S 0.18
HIS,387 201.8 0,0
1.tS,526 201.6 0.24
&00,075 201.6 1.01
410,805 1386 0.48
431,360 138.6 0.50
329,1135 138.11 0.38
473,003 "' 0.S,
513,1168 "' 0.81
483,S49 "' 0.S,
011,670 203 OM
371.824 203 0.83
337.877 203 0.57
384,124 "' '·" 539,ffl "' '·" 431,n8 ... 1.60
ltl6,«3 .. , 1.43
409,066 .. , ,.so
502,412 '" 1.65
228,824 588 1.00
820,215 '" 3.'8
530,478 "' 2.51
390,353 575 1.87
5-43.545 "' 2.81
170,318 575 002
357,840 184,5 0.55
335,782 184.5 0.52
331,270 184.5 0.51
151.212 '" 0.19
300,123 "' 0.39
231.891 '" 0.30
186,41M S03 0.78
84,780 503 0.3'
180,071 503 0.78
528,024 " 0.37
281,aGO " 0.111
226200 "' 0.9'
208.250 "' 0.91
120.992 "' 0.69
1(18,455 "' 0.52
W:!,381 3'5 0.82
109,119 "' 0.3'
18.BTT . ., 0.09
88,452 M3 0.53
24,733 70.9 0.01
88,440.3 70.9 0.0<
1,061,801 204.0 1.81
784.057.1 20<0 1.30
1,126,293.0 20<.0 '·" 912.1127.0 20<0 1.55
848,840.0 180.5 0.87
426,852.0 160.5 0.57
775,057.0 105.4 0.66
C1.unula!Ne \lOC1 Rllfl10V9d _,
020
0.39
0.48
0.5'
0.111
o.n
0.93
0.'8
0.112
0.117
1.02
1.13 ,,,
'·" 1.53
1.89
rn
1.82 , ...
U3
2.03
2.15
2.33
2.83
2.67
3 ... ,,. , ... ,2,
5.110
8.41
8.9D
7.113
'" 9.03
10.63
12.118
14.68
16.11
17.81
19.40
20.5'
24.42
"·" , .. o
31.41
3'23
32.78
33.30
33.81
"" M,39
:M.89
35.47
35.83
38.59
38.98
37,15
38.14
3'.05
39.74
40.28
41.08
4U2
41.51
◄2.D4
42.05
42.09
43.90
45.20
47.12
48.87
48,5-4
50.11
50.78
I
I
S,,,om
I U/1..Ma<:on
I
I
I
I
I
I
I 12-1-116 to 12-31-118
12-31-98 to 1-27-119
1-27-1111 IO 2-23-99
2-23-1111 lo l-30-9II
3--lQ.99 to 4-29-119
I 4-29-99 to 5-27 -99
5-2Ml9 to 6-24-99
6-24--llllto 7-29-99
7-~to6-27-IIQ
8-27-4)11 to 9-27-99
I 9-27-90 lo 10-29-1111
10-29-99 IO 11-2,4.-99
11-24-99 lo 12-30-99
12-30-99 lo 1-21-00
1-21-00 to 2-25-00
I 3--1-00 to l-31.00
3--31-00 lo 4-27.00
4-27-00 lo 5-26-00
5-26-00 to 6-30-00
6-30-00to 7-28-00
I 7-2'6-00 lo 8-2a-OO
6-29-00 lo 11-25-00
9-25-00 lo 10-28-00
10-26-00 lo 1-26-01
I 1-26-01 to 4-20-01
4-20-01 to 7-19-01
7-19-01 to 10-111-01
11-08-01 lo 02-04-02
5-1-02 to 7-31-02
I 811/021o111131.()2
1111.()2 to 1131/03
2/1.(13to413Ml3
511.()3 lo 7131.()3
8/1/03 to 111131/03
I 11/1.()3 to 1/31/04
211/04 to 413CW'4
5/1/04 to 07131/04
08/01/04 to 10131,04
11J01/04 to 01131,t)S
I 02.()1/05 to 04/30/0!,
511/05 to 7131/05
I
TABLES
SUMMARY OF MASS voe REMOVAL ESTIMATES
MACON/DOCKERY SrTE
RICHMOND COUNTY, NORTH CAROLINA
PAGE40F4
[ 1'.Vflagll I OIDI
Flow Volume ltlr voe
"'"" ,..., Concentrallcfl Re::!r~~ Cumulative voe, RemllV'td
(gellons) """' (Pounds) """""' ....,_,. 375,318 24.0 '·" '·" Apr-118 709,726 24.0 0.14 022
May-96 482,220 n.o 0.011 ,,,
Jun..1111 48,305 31.0 0.01 '" ""' 7S11,1120 "·' 0.14 0.48 -838,400 31.0 0.18 '·" Sep,-D& "'·"' 31.0 '·" 0.70
"'1-00 040,700 31.0 0.17 0.87
"=" 871,155 "·' 0.18 1.05
""'-" nS,5411 25.3 0.15 1.20
Jan-87 596,131 25,3 0.13 1.33
Fe~7 7115,239 24.4 0.1(1 1.49
Mllr-97 &311,710 24,4 o.n , ..
Apr-117 1118,080 24,4 0.111 U7
May-117 0911,040 24.0 020 2.07
Jun-87 !IDS,7&2 24.0 0.12 2,111
Jul-97 223,8511 24.0 '·" ,.,, _,,
1111,8711 "·" 0.17 2.40
Sep-(17 1117,831 "·" 0.16 2.58
Od<7 621,135 2'.0 0.1/J 2.74
Nov-117 140,79(J 16.0 002 '·" 0.0-97 "'·"' 16.0 0.11 2.87 ,.~ .. 531,6~ 18.0 0.07 , ...
Fet>-118 1,051,002 "' 0.20 3,14
Mil•-98 832.2G(!I "' 0,18 '·" .,,., "2Z12 "·' 0.13 "' M■y-98 878,!M5 "-' 0.HI 3.81
Jun-98 -4-48.058 22., '·" , ...
Jul-98 778,1~ "·' 0.1<4 '" _ ..
857,122 2'.5 0.18 ,.,,
S■p-98 821,42<4 2'.5 0.15 <4,1<4
Oct-98 718,5-43 "' 0.13 '4.27
Nov-98 251,1<41 18.5 o.oo ..,,
Dac-98 713.232 18.5 0.10 .. ,
J■n-911 835,2()11 18.5 0.11 4.51
F■b-1111 588,579 20.3 0.10 <4.(11 ...,,..,, 1,035,8113 "·' O.HI '4,711 ..,, ... BIM.783 20.3 0.1S '·" ....,_,, 828.049 21.0 0,1<4 5.08
Jun-99 809,33" 21.0 0.1<4 522
Jul-99 5'12,110 21.0 0.10 5.32
Aug-99 '"-"' 17.0 '·" 5.41 ...... 788,831 17.0 0.11 5.52
""·" !!M,735 17.0 0.13 5.85
Nov-99 648,405 ,,. 0.07 5.72
Deo-99 575,397 13.5 008 5.78
Jan-00 281,858 13.5 0.03 5.81
Fol>-00 181,158 ,, 0.01 5.82
... ,-00 308,952 ,., 0.02 5.'4
""'-00 418,369 ,., '" 5.87
M,y-00 127,597 14.6 0.02 589
Jun-00 807,951 14.6 0.07 , ...
Jul-00 425,691 14.8 '·" 6.01
... -00 380,D31 ,,, 0.11 B.12 ,,.., 919,139 ,,, 0.25 8.37
Od-00 242,990 33.2 0.07 , ... ,...,, 200,:15< ,,, 0.06 '" Apr-01 1<4S,019 "·' '·" '·" Jul-01 45",181 48,5 0.18 '-" Oct~, 1,1186,7<49 <46.5 0.78 7.<46 ,.,,.,, 7,215,481 •• '·" 7.H
""" 1,300,738 •• '·" 7.79
Od-02 572,«0 •• 0.02 7.81
Jan-03 390,<406 12.4 '·" 7.85
Apr-03 2,5-45,412 12.4 '·" 8.11
Jul-03 l,016,735 0.0 0.00 8.11
Oci.O, 432,785 0.0 0.00 8.11
J■n-04 2,375,008 31.8 0.83 8.74 ---4,041,045 31.8 '·" 9.80 ,,_ 1,807,<409 JUI , ... ,020
Jan-04 2,645,862 31.8 0.70 10.9'1
Jan-OS 2,171,719 "·' , 02 12.00
Jan-OS ◄,5-47,891 511.5 2.1<4 14.14 -3,508,177 47.4 '·" 15.52
--
U-Dock-• Influent
u Efil"""'
U--Doc'·-· Stack
um>cr Doc Influent
Lower n, ..... i.--v Effluent
Lower Dock---Stack
Macon Source Influent
Macon Source Effluent
Macon Source Stack
U--Macon Influent
Lower Macon Influent
U/L Macon Effluent
U/L Macon StacJc:
l_,li,ac
MWIS-UD
MW2S-UD
MW24-LD
MW2A-MSA
MW9-MSA
MWII -MSA
MWl9-MSA
MW21-UM
MW23-UM
MWIJ-LM
MW22-LM
MS-i/MSD-J 1MU7.JJ)
MS-2/MSD-2fMW-1 l)
Trio Blanks
Notes·
--
January 2004
X X X X X X X X X X X
X X X X X X X X X X X
X X X X X X X X X X X
X X X X X X X X X X X
X X X X X X X X X X X
------- -
Table 9
Proposed 2004 -2006 Sampling Schedule
Macon Dockery Site
X
X
X
X X X X
April 2004
X X
X 1,;:,,,.,,tem Susoended Not Samr led
X <:... em su~""""ded Not Samoled
X 5 ems dedNotSam
X
Page 1 of3
X X
X X
X X
July 2004
X X X X X X X X X
XX XX X XIX XX
Svstem Su nded Not Samatef
$VS1em Susnended Not Sampled
$V! em Su oen :JAn Not 5amrnA
X X X X X X X X X X X
X
X
X
--- -
October 2004
XX XX XX X XIX XX
X I
Svmem $tL<:r'IQfV1Af1 Not Sam,,._..
System $USnAllded Nol Sampled
SV! em Sus,_ ded Nol Sam led
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
X X X X X X X X X X X
X X X X X X X X X X X
X
X
X
X X X X X X X X X X X X X X X X X X X X X X X
X
X
X X X X X X X X X X X X X
X X X X X X X X X X X
X X X X X X X X X X X X X X
X X X X X X X X X X X X
X X X X X X X X X X
X X X X X X X X X X X X
X X X X X X X X X X X
X X X X X X X X X X X
X X X X X X X X X
X X X X X X X X X X
X X X X X X X X X X X
X X X X X X X X X X X
X X X X X X X X X X X X
X X X X X X X X X X
X X X X X X X X X X X
X X X X X X X X X X X
X X X X
1 Cyanide removed from the sample sdledule pnor to January 1, 2004.
2 Ult. : Upper and lower
3 UD : upper OocJ,;:ery
4 LO : Lower Dockery
5 MSA : Macon Source Area
6.UM: Upper Macon
7 LM: Lower Macon
8 MS : Matrix Spike
9 MSD : Matrix Spike Duplicate
10 TSS : Total Suspended Solids
11 EPA 8010: EPA Method 8010 analysis for volatie organic halocarbons
12 EPA 8020: EPA Method 8020 analysis for volatile organic aromatics
13 EPA 18: EPA Method 18 analysis for gaseous organics
X X X
X X X
X
X
X
X
X
X
X X X X X X X X X X X
X X X X X X X X X X X
X
X
X X X X X X X X X X X X
X X X X X X X X X X X X X
X X X X X X X X X X X
X X X X X X X
X X X X X X X
X X X X X X X X X X
X X X X X X X X X X X X
X X X X X X X X X X X
X X X X X X X X X X X
X X X X X X X X X
X X X X X X X X X X
X X X X X X X X X X X
X X X X X X X X X X X
X X X X X X X X X X X X
XX XXXXXXX X
X X X X X X X X X X X
X X X X X X X X X X X
X X
X
X X X X X X X X X X X
X
X
X X X X X X
X X X X X X
X X
-
X
X
X
X
X
X
X
X
X
--
u Doell: Influent
u-[)oek-., Stack
Lower Dock~ lnflumt
Lower n.-.,.1,~ Effluent
Lower Dockl!:rV Stack
""""'°"""""'""" Macon Source Elfluem
Macon Source Stack
u-Macon Influent
Lower Macon Influmt
U/L Macon Effluent
U/L Macon Stack
Pro--line
MWIS-UD
MW2S-UD
MWl6-LD
MW24-W
MW2A-MSA+
MW9-MSA++
MWII-MSA••
MW19-MSA
MW21-UM
MW23-UM
MWll -LM•
MW22-LM
n.. .• t:-•-1 n.rcu.9\
2 ........ _2A\
MS-IIMS0-1 -13'
MS-2/MS0-2
Trill Blanks
Noles:
--
X X X X
X X X X X X X X X X X X
Svstem SUs..........ted Not Samoled
Svstem Su,.........,.ed Not S<>mnfed
Sv: tern
X X X X X
X X X X X
NotSam led
X X X X
X X X X
X X
X X
X X X X X X X X X X X
X X X X X X X X X X X
X X X X X X X X X X X
X
X
X
X
X
----- - --
X
X
Table 9
Proposeed 2004 -2006 Sampling Schedule
Macon Dockery Site
Page 2 of 3
______ 2005-•----
I I
X X X X X X X X X X X
I
5,,.,,-.. Sus.............,. Not ,~-~ led
S•-'em Susoendecl Not Sa ed
Sv: tern Sus~ ad Not Sam led
X X X X X X X X X X X
X X X X X X X X X X X
X
X
X
July 2005
X X X X X X X X X X X
X X X X X X X X X X X
X
Not Sampled
Svstem Susoended Nol led
S11stem Sus :>ended Nol Sam ed
X X X X X X X X X X X
X X X X X X X X X X X
X
X X X X X X X X X X X
X X X X X X X X X X X
X X X X X X X X X X X
X
X
X
X
X
X
X
X
X
X X X
X X X X X X X X X X X X X
X
XX
XX
XX
XX
X
XX
X
X
X
XX
X X
X X
X
X
XX
X X X X X X X X X X
X X X X X X X X X X
X X X X X X X X X X xxxxxxx X
X X X X X X X X X X
X X X X X X X X X X
X X X X X X X X X
xxxxxxx X
xxxxxxx X
xxxxxxx X X X
X X X X X X X X
X X X X X X X X X
X X X X X X X
X
X
X
X X X X X X X X X X
X X X X X X X X X X
X
X X X
X X X
1 Cyanide removed from the sample schedule prior to January 1, 2004.
2 U/l : Upper and Lower
3 UD : Upper Dodc;ery
4 LO : Lower Dockefy
5 MSA : Macon Source Area
6 UM · Upper Macon
7 LM : Lower Macon
8 MS: Matrix Spike
9 MSD : Matrix Spike Duplicate
11) TSS: Total Suspended Solids
11 EPA 8010: EPA Method 8010 analysis for volatile organic halocarbons
12 EPA 8020: EPA Method 8020 analysis for volatile organic aromatics
13 EPA 18: EPA Method 18 analysis for gaseous organics
X X X
X X X
X
X
X X
XXXXXXXXXX XX X
X XXXXXXXX X
Svstem S• ... ~ Not Ssomnied
S"' em S11• ._,. ...-t Not S,.m led
xx xxxxxxx
xx xxxxxxx xx
X XXXXXXXX X
xx xxxxxxx X
X xxxxxxx
X xxxxxxx
X xxxxxxx X X
XX
X X
XX
X
X
X X
X X X X X X X X
X X X .X X X X
xxxxxxx X X
xxxxxxx xxxxxxxx X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
----
October 2005
X X X X X X X X X X X X
Svsram Susoended Not Sampled
SVSiem $1.JSfMB'Vled Not Sampled
Sv: em Sui; DBn J0(] Not ..am led
X X X X X X X X X X X
X X X X X X X X X X X
5.,..,...,. Sus,.._.,,,ed Not Samcled
s"" em Sus.._,,,_. Not ,..,.. led
X
X
-
X
X
X
X
-
u
u
Dock...., Influent
Dock""' Effluent
U--Dock=' Stack
LoWl:I'" n,_...1,_, Influent
Lower Dock Effluent
Sad
Macon Source Influcut
Macon Soun:c Effluent
Macon Source Stack
U-Macon lnilucnt
Lower Macon Influent
U/1. Macon Effiuent
U/L Macon Stack
Pro~·line
MWIS-UD
MW2S-UD
MW16-LD
MW24-LD
MW2A-MSA+
MW9-MSA++
MWII-MSA ..
MWl9-MSA
MW21-UM
MW23-UM
MWl3-IM*
MW22-lM
Duolicate J tuW-9)
Dunlicatc2 ~-2A\
MS-1/MSD-I -Bl
MS-2/MSD-2 tuW_J ll
Trin Blanks
Notes:
----
January 2006
X X X X X X X X X X X
XX XIXIXIX XX X XX
Svstem Su" ...... nded Not S led
s em SU"'"""'ded Not Same Jed
S"' tern Su ed Not Sam led
X X X X X X X X X X X
X X X X X X X X X X X
X X X X X X X X X X X
X X X X X X X X X X X
X X X X X X X X X X X
--------Table 9
Proposed 2004 • 2006 Sampling Schedule
Macon Dockery Site
Page 3 of 3
2006----~
April 2006 July 2006
X I I
X XXXXXXXIXIXXX
X
X
X
X
X
X I I
X
S em SUsnAnded Not Samnled
S em Susoended Not Samoled
5.,. em Sus :,ended Not Sam led
X X X X X X X X X X X
X X X X X X X X X X X
X XXXXXXXXIXXX
X
X
X
X
I
S=em Susl'V!l'Y'led Not Sampled
S em S nded Nol Sampled
SV1 tern ed Not S led
X X X X X X X X X X X
X X X X X X X X X X X
X X X X X X X X X X X
X X X X X X X X X X X
X X X X X X X X X X X
X
X
X
X
X
X
X
X
X X X
XXXXXXXXXX XX X
X XXXXXXXX X
S em Sus=nded Not Samn led
stem S nded Not Sam ed
xx xxxxxxx
XX
X
XX
X
X
X
XX
X X
XX
X
X
XX
X X X X X X X X X
XXXXXXXX X
XXXXXXX X
X X X X X X X
xxxxxxx xxxxxxx xx
X X X X X X X X
X X X X X X X X X xxxxxxx xxxxxxx xx
XXXXXXXX X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
System SusnAnned Not Sampled
Sv em Sus .,,.nded Not Sam'11ed
1 Cyanide removed from the sample scnedule prior to January 1, 2004.
2 U/L: Upper and Lower
3 UD : Upper Dockery
4 LD : lower Dockery
5 MSA : Macon Source Area
6 UM: Upper Macon
7 LM : lower Macon
8 MS : Matrix Spike
9 MSD : Matrix Spike Duplicate
10 TSS: Total Suspended Solids
11 EPA 8010: EPA Method 8010 analysis for volatile Dfganic halocarbons
12 EPA 8020 EPA Method 8020 analysis for volatile organic aromatics
13 EPA 1B: EPA Method 18 analysis for ga580Us organics
X X
XXXXXXXXXX XX X
X X X X .x X X XX X
Svstem Suspended Nol Same led
System Sus._.. eel Nol Sam led
xx xxxxxxx
X X
X
XX
X
X
X
XX
XX
XX
X
X
X X
X X X X X X X X X
XXXXXXXX X
XXXXXXX X
X X X X X X X
X X X X X X X
X X X X X X X X X
X X X X X X X X
X X X X X X X X X
X X X X X X X xxxxxxx xx
XXXXXXXX X
X
X
X
X
X
X
X
X
X
X
X
X
X
- -- -
October 2006
I
X X X X X X X X X X X X
System Suspended Not Same led
Svstem Suspended Not Sam~ led
S em Sus :,ended Not Sam led
X X X X X X X X X X X
X X X X X X X X X X X
Svstem Sus oded Not Sanu ed
System Sus nded Not Sam ed
X
X
X
X
X
X