NCD980840409_20061030_Charles Macon Lagoon Drum_FRBCERCLA RA_Annual Summary Status Report June 2005 - June 2006-OCR

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Macon/Dockery Site
Richmond County, North Carolina
October 30, 2006
Ms. Giezelle Bennett
Remedial Project Manager
US EPA, Region IV
61 Forsyth Street, S. W
Atlanta, Georgia 30303-3 I 04
Reply lo: Technical Committee
c/o Ken Gulledge
Crown, Cork & Seal Company, Inc.
l'.O. Bo, 887
Cheraw, SC 29520
f2; .-:es __ Phone: [phone]
r ·i::. tr ,.7: -~1-843 s0 1 1°s0
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Re: Macon/Dockery Site -Cordova, Richmond County, North Carolina
Annual Summary Status Report: June 1, 2005 to fone 1, 2006
-I
Dear Ms. Bennett:
On behalf of the Macon/Dockery Site Group (MDSG), the Annual Summary Status Report for
the period of June I, 2005 to June I, 2006 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 (I) original copy of the report enclosed with
this letter.
Should you have any questions, please do not hesitate to contact me.
, en Gulledge
1 ~& Technical Lead
Macon/Dockery Site Group Technical Members cc:
1 David Mattison, NC Superfund Section
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MACON/DOCKERY SITE
CORDOVA.,_ RICHMOND COUNTY NOKTH CAROLINA
ANNUAL SUMMARY STATUS REPORT
JUNE I, 2005 TO JUNE I, 2006
Prepared for:
The Macon/Dockery Site Group
Prepared By:
lrminger Consulting, Inc.
7015 Erin brook Drive
Concord, North Carolina 28025
October 30, 2006
IC l'R0.IECTNO: 0004-00!
teven E. Irminger, P E"lf-2...100)
Project Manager
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TABLE OF CONTENTS
Annual Status Rt:port
Octohcr 30, 200(,
1.0
2.0
2.1
2.2
2.3
INTRODUCTION···············----------···············································································'
SYSTEM PERFORMANCE REVIEW ··········------····························---·······················2
FI.<>W RATES AND T<>TAI.S ............................................................................................................................... 2
PERCENT 0PERATU)NAI, ................................................................................................................................. 2
OPERATIONAL l)JFFIClJLTIES ENCOUNTERED AND CORRECTIVE ACTIONS .................................................... 3
1.3./ General OperatUmal Difficulties ......................... ····••••·•• ·····························3
1.3.l Operational IJifficuUie., ti/ lntlivitlua/ Siles.
2.4 SYSTEM M0DIFICATl<>NS ............. , ................................................................................................................... G
2.5
Z.5./
EFFLUENT CONCENTRJ\TIC>NS .......................................................................................................................... (1
Inorganic ParamL~er Excee,tances .............. 6
2.5.2 VOC Exceedances ··································································7
INFLUEi\'T CONCENTRATIONS ............................................................................................................................ 8 2.6
3.0 SYSTEM EFFECTIVENESS··········---·················---·················---··································· 9
4.0 2006/2007 SCHEDULE ........ ·------·······························································---·················''
Figure I
Figure 2
Figure 3
Figure 4
Table I
Table 2
Table 3
Table 4
Table 5
Table 6
Table 7
Table 8
Table 9
Table 10
Macon Source Area
Upper Dockery
Lower Dockery
Upper/Lower Macon
LIST OF FIGURES
LIST OF TABLES
Summary of Groundwater Flow Totals
Summary of Operational Percentages
Upper Dockery Effiuent Analytical Results
Lower Dockery Effiuent Analytical Results
Macon Source Effiueut Analytical Results
Upper/Lower Macon Effiuent Analytical Results
Upper Dockery Innuent Analytical Results
Lower Dockery lnnuent Analytical Results
Macon Source lnnuent Analytical Results
Upper/Lower Macon lnnuent Analytical Results
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Table l l
Table 12
Table 13
Table 14
Table 15
Groundwater Elevation Data
Groundwater Quality Summary
Air Quality Summary
Summary of Mass VOC Removal Estimates
Proposed 2004/2006 Sampling Schedule
Annual Status Report
Octohcr 30, 2006
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MACON/DOCKERY SITE
Annual Status Rc.:port
Octohcr 30. 2006
CORDOVA, RICHMOND COUNTY, NORTH CAROLIN.~
ANNUAL STATUS REPORT
JUNE I, 2005 TO JUNE I, 2006
1.0 Introduction
The following document is the 2005/2006 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
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 (RI/FS) completed
in 1991.
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2.0 System Performance Review
Annual Status Report
October 30. 2006
The remedial systems started operation during the week of February 12, 1996. The following
sections summarize performance data for the remedial systems, and operational ditliculties
encountered during the reporting period (June I, 2005 to June I, 2006).
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
reporting period June I, 2005 to June I, 2006, the system flow totals are as follows:
• Upper Dockery 3,609,897 gallons
• Lower Dockery 0 gallons (System Suspended)
• Macon Source Area 3,354,258 gallons
• Upper & Lower Macon 14,243,847 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 I, 2005 to June I, 2006:
• Upper Dockery 88.2 percent
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• Lower Dockery
• Macon Source Area
• Upper Macon
• Lower Macon
• SVE System
Annual Status lkporl
October 30. 2006
0 percent (Lower Dockery System suspended on 3-I 9-04)
87.7 percent
j I.!
~:o·percent
88.5 percent
Operation Discontinued
2.3 Operational Difficulties Encountered and Corrective Actions
Several difficulties were encountered during the reporting period that affected the operation
of the remedial systems at the Macon/Dockery site. The following sections describe the
difficulties encountered system-wide and at individual sites.
2.3.1 General Operational Difficulties
The following general operational difficulties were experienced during the
reporting period.
• July 23, 2005 -August 12, 2005: The Upper Dockery, Upper Macon Source
Area, and Upper and Lower Macon systems were down because of power
outages resulting from damage sustained by lightning. On August 12, 2005, the
power was restored and all the systems restarted.
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2.3.2 Operational Difficulties at Individual Sites
Annual Status Report
Octohcr 30. 2006
The following section briefly summarizes difficulties and their corrective actions
taken at individual Macon/Dockery remedial systems.
Upper Dockery
• June 25, 2005 -July 17, 2005: The Upper Dockery system was down due to a
shredded effiuent pump coupling. The coupling was replaced and the system was
restarted on July 17, 2005.
• January 13, 2006-Upper Dockery: Upon arrival the Upper Dockery system was
found off because there was no power supplied to the system. Pee Dee Electric
was in the site vicinity working on the lines. The power was restored and the
system restarted normally.
Lower Dockery
• System suspended.
Macon Source Area
• August 13, 2005-August 20, 2005: The Macon Source remediation system was
down due to a tripped circuit breaker. The breaker was reset and the system
restarted on August 20, 2005.
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Annual Status Report
Octohcr 30. 2006
• October I, 2005 -October 18, 2005: The Macon Source groundwater
remediation system was down because of the loss of three phase power supply.
On October 18, 2005, Pee Dee Electric restored 3-phase power and the system
was restarted.
Upper Macon/Lower Macon
• September 7, 2005 -September 10, 2005: The Lower Macon remediation system
was down due to a broken shear element on the recirculation pump. The shear
element was replaced and the system restarted on September I 0, 2005.
• October I, 2005 -October 18, 2005: The Upper and Lower Macon
groundwater remediation systems were down because of the loss of three phase
power supply. On October 18, 2005, Pee Dee Electric restored 3-phase power
and the systems were restarted.
• December 9, 2005: Upon arrival the Upper/Lower Macon system was found off
due to a tripped circuit breaker. The circuit breaker was reset and the system
restarted normally. A power supply surge is the suspected cause.
• April 15, 2006 to May 13, 2006: The Upper Macon portion of the system was
down due to a leak on the large diameter recirculation pipe. The pipe was
repaired and flow restored on May 13, 2006. The Lower Macon portion of the
system operated during the period of repairs on the Upper Macon piping
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2.4 System Modifications
Reduction in Well Sampling Frequency
J\nnual St:.itus Report
October 30. 2006
Based on recommendations in the Second Five Year Review, dated September 2005, the
M DSG requested a reduction in the frequency of monitoring well sampling from semi-annual
to annual on January 19, 2006. The requested change was approved by the EPA on January
23, 2006. Beginning in 2006, monitoring well sampling events will occurred annually in the
month of July.
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 eflluent is
directed to an infiltration gallery, eflluent concentrations are designed to be no greater than
the remediation goals established for groundwater at the site. The analytical results of
eflluent water samples collected from the remedial systems are summarized in Tables 3
through 6.
2.5.1 Inorganic Parameter Exceedances
Based on the analytical reports of samples collected from the system eflluent ports,
there have been no exceedances of VOC's in system eflluent during the reporting
period. During the reporting period, the eflluent sample inorganic analytical results
have been below the performance standard concentrations except for the parameter
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listed in the following table:
Effluent Exceedances
Annual Status Ikport
October 30. 2006
Macon / Dockery Site -Cordova, North Carolina
System Sample Date Manganese
(u11/L)
Macon Source January 28, 2006 100
Remediation Performance Standard 50
The Macon Source remediation system does not utilize metals filter canisters to
remove manganese prior to discharge. In a letter dated February 28, 1995, the
MDSG requested that the USEPA and the North Carolina Department of
Environment and Natural Resources (NCDENR) allow for "the discharge of treated
water from the air stripper system directly to the infiltration gallery without treating
for manganese " The request was granted by Ms. Giezelle Bennett in a letter to the
MDSG dated March 28, 1995.
2.5.2 VOC Exceedances
Based on the analytical reports of samples collected from the system eftluent ports,
there have been no exceedances of VOC's in system eftluent during the reporting
period.
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2.6 Influent Concentrations
Annual Status .Report
Octohcr 30. 2006
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
Tables 7 through 10
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3.0 System Effectiveness
Annual Status lkport
October 30. 2006
System 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 and September 2005 Second Five Year Review Reports prepared by the
USEPA Region IV office. Groundwater elevation measurements and groundwater samples were
collected from the monitoring wells annually during the period June I, 2005, to June I, 2006.
Remediation system influent samples were collected on a quarterly basis during the reporting period.
Air samples collected from the air exhaust stacks of the groundwater remediation systems and the
ambient air at the property line and remediation system effiuent water samples were collected
quarterly during the reporting period.
A summary of the groundwater level measurements and calculated groundwater elevations is included
in Table 11. A summary of the analytical results reported for the groundwater samples collected
from the monitoring wells is included in Table 12. Air analytical results from the air exhaust stacks
of the remedial systems and ambient site air are summarized in Table 13.
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 14. Based on
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/\nnual Slatus Report
October 30. 2006
the mass removal estimates, the remediation systems at the Macon/Dockery site are effectively
remediating the subsurface target parameters
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4.0 2006/2007 Schedule
Annual Status Report
October 30, 2006
The following details the proposed 2006/2007 schedule for the Macon/Dockery site tasks
• A sample schedule which includes the schedule completed for 2005 and the first halfof2006, and
the proposed sample schedule for the remainder of 2006, 2007 and 2008, is provided on Table
15.
• The 2006/2007 sample schedule included on Tablel5 is based on the recommendations of the
September 2000 Five Year Review and September 2005 Second Five Year Review Reports
prepared by the USEPA Region IV office;
• The approved operation and maintenance (O&M) program will continue to include wekly site
visits;
• Progress status reporting will continue to be submitted to the EPA each quarter; and,
• The next annual summary status report will summarize the period June I, 2006 to June I,
2007.
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I FIGURES
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TABLES
Upper Dockerv
Monthly Average
Date Monthly Flow Total Flow Flow Rate
(gallons) (gallons) (nations oer minute)
Mar-96 400,155 400,155 9.3
Apr-96 286,151 686,306 6.6
May-91 66,826 753,132 1.5
Jun-96 97,350 850,482 2.3
Jul-96 163,426 1,013,908 3.8
Aug-96 218,330 1,232,238 5.1
Sep-96 149,420 1,381,658 3.5
Oci-96 140,191 1,521,849 3.2
Nov-96 438,013 1,959,862 10.1
Dec-96 161,903 2,121,765 3.7
Jan-97 294,071 2,415,836 6.6
Feb-97 267,596 2,683,432 6.2
Mar-97 250,068 2,933,500 5.8
Apr-97 276,556 3,210,056 6.4
May-9, 289,938 3,499,994 6.7
Jun-97 135575 3,635,569 3.1
Jul-97 99896 3,735,465 2.3
Aug-97 70967 3,806,432 1.6
Sep-97 52256 3,858,688 1.2
Oct-97 277505 4,136,193 6.4
Nov-97 143168 4,279,361 3.3
Dec-97 78332 4,357,693 1.8
Jan-98 103968 4,461,661 2.4
Feb-98 296588 4,758,249 6.9
Mar-98 326525 5,084,774 7.6
Apr-98 419475 5,504,249 9.7
May-9! 440446 5,944,695 10.2
Jun-98 200192 6,144,887 4.6
Jul-98 337048 6,481,935 7.8
Aug-98 432719 6,914,654 10.0
Sep-98 411677 7,326,331 9.5
Oct-98 439378 7,765,709 10.2
Nov-98 362586 8,128,295 8.4
Dec-98 500450 8,628,745 11.6
Jan-99 552796 9,181,541 12.8
Feb-99 524380 9,705,921 12.1
Mar-99 614841 10,320,762 14.2
Apr-99 571148 10,891,910 13.2
May-9' 524349 11,416,259 12.1
Jun-99 431,742 11,848,001 10.0
Jut-99 392,518 12,240,519 9.1
Aug-99 190,407 12,430,926 4.4
Sep-99 303,910 12,734,836 7.0
Oci-99 364,213 13,099,049 8.4
Nov-99 277,055 13,376,104 6.4
Dec-99 389,943 13,766,047 9.0
Jan-00 236,733 14,002,780 5.5
Feb-00 0 14,002,780 0.0
Mar-00 176.609 14,179,389 4.1
lilil
TABLE 1
SUMMARY OF GROUNDWATER FLOW TOTALS
MACON/DOCKERY SITE
Lower Dockery Macon Source Area
Monthly Average Monthly Average
Monthly Flow Total Flow-Flow Rate Monthly Flow Total Flow Flow Rate
{gallons) (aaltons) l(oallons per minute) (nallons) (gallons) (gallons per minute)
328,448 328.448 7.6 426,083 426,083 9.9
191,090 519,538 4.4 364,772 790,855 8.4
245,715 765,253 5.7 257,720 1,048,575 6.0
8,619 773,872 0.2 114,048 1,162,623 2.6
151,827 925,699 3.5 202,477 1,365,100 4.7
126,232 1,051,931 2.9 207,503 1,572,603 4.B
63,833 1,115,764 1.5 209,649 1,782,252 4.9
460,379 1,576,143 10.7 101,512 1,883,764 2.3
183,210 1,759,353 4.2 116,354 2,000,118 2.7
137,594 1,896,947 3.2 137,045 2,137,163 3.2
286,202 2,183,149 6.6 146,036 2,283,199 3.4
90,912 2,274,061 2.1 215,730 2,498,929 5.0
277,823 2,551,884 6.4 223,222 2,722,151 5.2
180,560 2,732,444 4.2 253,167 2,975,318 5.9
684,855 3,417,299 15.9 223,177 3,198,495 5.2
501987 3,919,286 11.6 234669 3,433,164 5.4
581027 4,500,313 13.4 117736 3,550,900 2.7
414199 4,914,512 9.6 50248 3,601,148 1.2
481049 5,395,561 11.1 36264 3,637,412 O.B
457604 5,853,165 10.6 70207 3,707,619 1.6
308483 6,161,648 7.1 102326 3,809,945 2.4
272079 6,433,727 6.3 114452 3,924,397 2.6
786548 7,220,275 18.2 178387 4,102,784 4.1
123013 7,343,288 2.8 178387 4,281,171 4.1
287027 7,630,315 6.6 145526 4,426,697 3.4
452535 8,082,850 10.5 600075 5,026,772 13.9
141936 8,224,786 3.3 410905 5,437,677 9.5
453014 8,677,800 10.5 431360 5,869,037 10.0
504860 9,182,660 11.7 329835 6,198,872 7.6
453131 9,635,791 10.5 473093 6,671,965 11.0
591481 10,227,272 13.7 513868 7,185,833 11.9
471729 10,699,001 10.9 493849 7,679,682 11.4
642213 11,341,214 14.9 498670 8,178,352 11.5
415550 11,756,764 9.6 371824 8,550,176 8.6
361051 12,117,815 8.4 337877 8,888,053 7.8
522107 12,639,922 12.1 384124 9,272,177 8.9
622194 13,262,116 14.4 539925 9,812,102 12.5
704292 13,966,408 16.3 431729 10,243,831 10.0
581688 14,548,096 13.5 388443 10,632,274 9.0
427,905 14,976,001 9.9 409,066 11,041,340 9.5
473,998 15,449,999 11.0 502,412 11,543,752 11.6
226,628 15,676,627 5.2 228,824 11,772,576 5.3
459,303 16,135,930 10.6 820,215 12,592,791 19.0
591,217 16,727,147 13,7 530,478 13,123,269 12.3
464,502 17,191,649 10.8 390,353 13,513,622 9.0
447,951 17,639,600 10.4 543,545 14,057,167 12.6
503,520 18,143,120 11.7 170,316 14,227,483 3.9
95,167 18,238,287 2.2 357,840 14,585,323 8.3
235,556 18,473,843 5.5 335,782 14,921,105 7.8
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Uoper/Lower Macon
Monthly Average
Monthly Flow Total Flow Flow Rate
(gallons\ (gallons) (oallons per minute)
375,318 375,318 8.7
709,726 1,085,044 16.4
482,220 1,567,264 11.2
48,305 1,615,569 1.1
759,920 2,375,489 17.6
638.400 3,013,889 14.8
302,505 3,316,394 7.0
640,760 3,957,154 14.8
871,155 4,828,309 20.2
725,549 5,553,858 16.8
596,131 6,149,989 13.8
795,239 6,945,228 18.4
939,710 7,884,938 21.8
918,080 8,803,018 21.3
999,040 9,802,058 23.1
605792 10,407,850 14.0
223859 10,631,709 5.2
911679 11,543,388 21.1
917631 12,461,019 21.2
821135 13,282,154 19.0
140796 13,422,950 3.3
844299 14,267,249 19.5
531692 14,798,941 12.3
1051002 15,849,943 24.3
932266 16,782,209 21.6
662272 17,444,481 15.3
876945 18,321,426 20.3
448056 18,769,482 10.4
776195 19,545,677 18.0
857122 20,402,799 19.8
821424 21,224,223 19.0
718543 21,942,766 16.6
251141 22.193,907 5.8
713232 22,907,139 16.5
835206 23,742,345 19.3
586579 24,328,924 13.6
1035893 25,364,817 24.0
894763 26,259,580 20.7
828049 27,087,629 19.2
809,334 27,896,963 18.7
582,110 28,479,073 13.5
635,226 29,114,299 14.7
768,831 29,883,130 17.8
894,735 30,777,865 20.7
646,405 31,424,270 15.0
575,397 31,999,667 13.3
261,658 32,261,325 6.1
161.156 32,422.481 3.7
308,952 32,731,433 7.2
----.. --iiiil -TABLE 1
SUMMARY OF GROUNDWATER FLOW TOTALS
MACON/DOCKERY SITE
er uocp;ery Lower Docker, Macon 5ource Area
Date
Apr-00
May-01
Jun-00
Ju\-00
Aug-00
Sep.CO
Oct-00
Jan-01
Apr-01
Jun-01
Jul-01
Aug-01
Sep-01
Oct-01
Nov-01
Oec-01
Jan-02
Feb-02
Mar-0~
Apr-02
May-0:
Jun-02
Jul-02
Aug-02
Sep-02
Oct.02
Nov-02
Dec-02
Jan-03
Feb-03
Mar-03
Apr-03
May-0:
Jun-03
Jul-03
Aug-03
Sep-03
Oct-03
Nov-03
Dec-03
Jan-04
Feb-04
Mar-~
Apr-04
May-0~
Jun-04
Jul-04
Monthly Flow
(gallons)
164,914
419,400
104,658
80,000
133,575
129,206
148,404
615,761
526,427
156,361
144,179
26,492
45,380
324,413
249,267
130,640
91,030
76,960
108,448
60,434
0
41,733
37,189
19,730
44,413
37,597
26,369
2,997
3,849
64,620
48,653
14,600
23,759
unknown
unknown
unknown
unknown
186,199
200,863
206,729
273,606
228,069
189,044
166,462
131,544
219,549
188,655
Total Flow Monthly Average Monthly Flow
(aallons) l(aallons per minute) (callons)
14,344,303 3.8 212,338
14,763,703 9.7 485,789
14,868,361 2.4 382,997
14,948,361 1.9 500,849
15,081,936 3.1 284,722
15,211,142 3.0 587,633
15,359,546 3.4 512,427
15,975,307 14.3 769,926
16,501,734 12.2 125,989
16,658,095 3.6 203,758
16,802,274 3.2
16,828,766 0.6
16,874,146 1.1
17,198,559 7.3
17,447,826 5.8
17,578,466 2.9
17,669,496 2.0
17,746,456 1.9
17,854,904 2.4
17,915,338 1.4
17,915,338 0.0
17,957,071 1.0
17,994,260 0.8
18,013,990 0.4
18,058,403 1.0
18,096,000 0.8
18,122,369 0.6
18,125,366 0.1
18,129,215 0.1
18,193,835 1.6
18,242,488 1.1
18,257,088 0.3
18,280,847 0,5
unknown
unknown
unknown
unknown
18,467,046
18,667,909
18,874,638
19,148,244
19,376,313
19,565,357
19,731,819
19,863,363
20.082,912
20,271,567
unknown
unknown
unknown
unknown
4.3
5.4
4.1
6.1
5.1
4.2
4.0
2.8
5.1
4.2
637
83,534
0
95,860
754
951
0
22,759
105,228
593
80,766
321,894
71,807
126
117,737
42,549
0
0
7,031
671
38,756
473,838
443,672
202,082
366,221
unknown
496,977
408,686
250,082
126,160
283,390
379,808
154,864
System
System
System
System
unknown• FIO'N unknown due to malfunctioning flow meter
Total Flow
(gallons)
18,686,181
19,171,970
19,554,967
20,055,816
20,340,538
20,928,171
21,440,598
22,210,524
22,336,513
22,540,271
22,540,908
22,624,442
22,624,442
22,720,302
22,721,056
22,722,007
22,722,007
22,744,766
22,849,994
22,850,587
22,931,353
23,253,247
23,325,054
23,325,180
23,442,917
23,485,466
23,485,466
23,485,466
23,492,497
23,493,168
23,531,924
24,005,762
24,449,434
24,651,516
25,017,737
unknown
25,514,714
25,923,400
26,173,482
26,299,642
26,583,032
26,962,840
27,117,704
Monthly Average
(gallons per minute)
4.9
11-2
8.9
11.6
6.6
13.6
11.9
17.8
2.9
4.7
0.01
1.9
0.0
2 1
0.02
0.02
0.0
0.6
2.4
0.01
1.8
7.5
1.7
0.0
2.7
1.0
0.0
0.0
0.2
0.0
0.9
11.0
10.3
5.0
7.3
unknown
10.2
9.5
6.7
2.5
6.3
8.5
3.5
Suspended
Suspended
Suspended
Suspended
Monthly Flow
(0cllons)
331,270
151,212
300,123
231,991
186,494
84.780
180,071
526,024
261,860
53,074
214
48,395
47,900
81,038
45,229
42,890
22,838
39,616
20,988
27,720
30,537
63,990
53,125
89,000
74,000
99,381
18,621
5,340
55,445
12,199
27,916
58,337
4,106
8,607
12,020
2,349
16,700
49,700
295,800
420,100
346,000
329,467
293,402
226,262
248,226
236,981
431,803
Total Flow
(oallons)
15,252,375
15,403,587
15,703,710
15,935,701
16,122,195
16,206,975
16,387,046
16,913,070
17,174,930
17,228,004
17,228,218
17,276,613
17,324,513
17,405,551
17,450,780
17,493,670
17,516,508
17,556,124
17,577,112
17,604,832
17,635,369
17,699,359
17,752,484
17,841,484
17,915,484
18,014,865
18,033,486
18,038,826
18,094,271
18,106,470
18,134,386
18,192,723
18,196,829
18,205,436
18,217,456
18,219,805
16,236,505
18,286,205
18,582,005
19,002,105
19,348,105
19,677,572
19,970,974
20,197,256
20,445,482
20,682,463
21,114,266
Monthly Average
(gallons per minute)
7.7
3.5
6.9
5.4
4.3
2.0
4.2
12.2
6.1
1.2
0.01
1.1
1.1
1.8
1.1
1.0
0.5
1.0
0.5
0.6
0.7
1.5
1.2
2.1
1.7
2.3
0.4
0.1
1.3
0.3
0.6
1.4
0.1
0.2
0.2
0.1
0.3
12
7.9
8.3
7.8
7.4
6.6
5.4
5.2
5.5
9.7
I
Monthly Flow
(oallons)
416,369
127,597
607,951
425,691
380,931
919,139
242,990
200.354
145,019
129,452
368,730
273,604
1,148,865
825,354
1,263,471
1,713,972
2,249,316
2,498,330
1,618,814
3,549,879
750,640
369,861
180,265
115,060
455,200
2,680
120,246
147
0
12,376
1,282,416
1,250,620
410,303
254,762
351,670
123,588
520
356,977
421,580
972,160
981,268
1,395,654
1,378,334
1,267,057
1,280,373
267,070
60,331
..
r ower 11, aeon
Total Flow
(gallons)
33,147,802
33,275,399
33,883,350
34,309,041
34,689,972
35,609,111
35,852,101
36,052,455
36,197,474
36,326,926
36,695,656
36,969,260
38,118,125
38,943,479
40,206,950
41,920,922
44,170,238
46,668,568
48,287,382
51,837,261
52,587,901
52,957,762
53,138,027
53,253,087
53,708,287
53,710,967
53,831,213
53,831,360
53,831,360
53,843,736
55,126,152
56,376,772
56,787,075
57,041,837
57,393.507
57,517,095
57,517,615
57,874,592
58,296,172
59,268,332
60,249,600
61,645,254
63,023,588
64,290,645
65,571,018
65,838,088
65,898,419
Monthly Average
( tons per minute)
9.6
3.0
14.1
9.9
8.8
21.3
5.6
4.6
3.4
3.0
8.3
6.1
26.6
18.5
29.3
38.4
50.3
62.0
36.3
82.1
16.8
8.6
4.2
2.7
10.5
0.1
2.8
0.0
0.0
0.3
29.7
28.9
9.5
6.3
8.1
3.2
0.0
8.3
11.3
19.3
22.0
31.3
30.9
30.3
26.9
6.2
1.4
iiiil
--
Unner Dockerv
Date Monthly Flow Total Flow Monthly Average
(oallons) ("'"llons) (oallons oer minute)
Aug-04 189189 20,460,756 4.2
Se,-04 201,757 20,662,513 4.7
Oct-04 262,809 20,925,322 5.9
Nov•04 308,119 21,233,441 7.1
Dec•04 277,926 21,511,367 6.2
Jan--05 250,823 21,762,190 5.6
Feb--05 279,778 22,041,968 6.9
Mar•0! 254,866 22,296,834 5.7
Apr•05 418,208 22,715,042 9.7
May-0, 450,685 23,165,727 10.1
Jun--05 168,591 23,334,318 3.9
Jul•05 76,333 23,410,651 1.7
Aug•05 190,733 23,601,384 4.3
Sep-05 115,521 23,716,905 2.6
Oct-05 180,556 23,897.461 4.0
Nov•05 162,525 24,059,986 3.8
Dec•05 444,935 24,504,921 10.0
Jan--06 445,572 24,950,493 10.0
Fet>-06 464,458 25,414,951 11.5
Mar•0E 523,790 25,938,741 11.7
Apr•06 439,600 26,378,341 10.2
May-0! 397,283 26,775,624 8.9
.. liill iiill
TABLE 1
SUMMARY OF GROUNDWATER FLOW TOTALS
MACON/DOCKERY SITE
.. -lilil iiiil ..
Lower Oockerv Macon Source Area Upper/Lower Macon
Monthly Flow Total Flow Monthly Average Monthly Flow Total FIOIN Monthly Average Monthly Flow Total Row Monthly Average
{oaUons) (aallons) (gallons per minute) (gallons) (gallons) I (oallons per minute) (□allons) (oallons) (oallons oer minute)
System Suspended 478,053 21,592,319 10.7 305444 66,203,863 6.8
System Suspended 50,723 21,643,042 1.2 1196755 67,400,618 27.7
System Suspended 470,618 22,113,660 10.5 1146391 68,547,009 25.7
System Suspended 200,564 22,314,224 4.6 732069 69,279,078 16.9
System Suspended 264,163 22,578,387 5.9 1213180 70,492,258 27.2
System Suspended 204,945 22,783,332 4.6 438255 70,930,513 9.8
System Suspended 133,815 22,917,147 3.3 1494210 72,424,723 37.1
System Suspended 119,360 23,036,507 2.7 1432055 73,856,778 32.1
System Suspended 165,610 23,202,117 3.8 1641955 75,498,733 38.0
System Suspended 370,030 23,572,147 8.3 1475818 76,974,551 33.1
System Suspended 255,005 23,827,152 5.9 723010 77,697,561 16.7
System Suspended 295,313 24,122,465 6.6 1508295 79,205,856 33.8
System Suspended 144,887 24,267,352 3.2 669920 79,875,776 15.0
System Suspended 209,150 24,476,502 4.7 740105 80,615,881 16.6
System Suspended 90,328 24,566,830 2.0 538960 81,154,841 12.1
System Suspended 267,032 24,833,862 6.2 1243800 82,398,641 28.8
System Suspended 349,810 25,183,672 7.8 1301230 83,699,871 29.1
System Suspended 290,630 25,474,302 6.5 1302B90 85,002,761 29.2
System Suspended 351,375 25,825,677 8.7 1421880 86,424,641 35.3
System Suspended 271,915 26,097,592 6.1 1681870 BB, 106,511 37.7
System Suspended 281,790 26,379,382 6.5 735170 88,841,681 17.0
System Suspended 176,993 26,556,375 4.0 900899 89,742,580 20.2
iiiil
I
I
I
I Month Upper Dockery
{% Operational)
Jun-96 33
I Jul-96 100
Aug-96 97
Sep-96 77
Oct-96 77
I Nov-96 100
Dec-96 75
Jan-97 100
Feb-97 100
I Mar-97 100
Apr-97 100
May-97 100
Jun-97 100
I Jul-97 100
Aug-97 100
Sep-97 100
Oct-97 100
I Nov-97 96
Dec-97 69
Jan-98 58
Feb-98 89
I Mar-98 100
Apr-98 100
May-98 87
Jun-98 80
I Jul-98 71
Aug-98 100
Sep-98 95
Oct-98 100
I Nov-98 77
Dec-98 87
Jan-99 100
Feb-99 100
I Mar-99 83
Apr-99 100
May-99 100
Jun-99 100
I Jul-99 94
Aug-99 100
Sep-99 100
Oct-99 100
I Nov-99 100
Dec-99 100
Jan-00 77
Feb-00 0
I Mar-00 100
Apr-00 100
May-00 100
Jun-00 100
I Jul-00 100
I
I
TABLE 2
SUMMARY OF OPERATIONAL PERCENTAGES
MACON/DOCKERY SITE
RICHMOND COUNTY NORTH CAROLINA '
Lower Dockery Macon Source Area 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
Month Upper Dockery
I (% Orv>rationa1)
Aug-00 86
Sep-00 100
Oct-00 100
I Nov-00 to Jan-01 100
Feb-01 to Apr-01 100
May-01 100
Jun-01 75
I Jul-01 97
Aug-01 71
Sep-01 43
Oct-01 100
I Nov-01 100
Dec-01 100
Jan-02 100
Feb-02 100
I Mar-02 100
Apr-02 83
May-02 0
Jun-02 10
I Jul-02 45
Aug-02 77
Sep-02 100
Oct-02 100
I Nov-02 73
Dec-02 38
Jan-03 80
Feb-03 100
I Mar-03 100
Apr-03 6
May-03 0
Jun-03 75
I Jul-03 51
Aug-03 65
Sep-03 0
Oct-03 80
I Nov-03 100
Dec-03 46
Jan-04 100
Feb-04 100
I Mar-04 100
Apr-04 100
May-04 76
I Notes: NR • Not Recorded
•Lower Dockery Suspended on 3-19-04
I
I
I
I
TABLE 2
SUMMARY OF OPERATIONAL PERCENTAGES
MACON/DOCKERY SITE
RICHMOND COUNTY, NORTH CAROLINA
Lower Dockery Macon Source Area 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
0 100 100
90 100 36
53 100 3
45 100 100
0 84 100
25 100 100
90 100 68
23 100 93
77 100 100
100 100 100
23 22 22
0 100 58
100 100 100
100 100 9
0 100 100
0 80 0
20 83 0
29 100 29
61 100 100
100 100 100
100 100 100
75 100 100
80 100 80
100 100 26
100 100 0
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
0 suspended
0 suspended
0 suspended
0 suspended
33 suspended
100 suspended
100 suspended
100 suspended
100 suspended
100 suspended
100 suspended
88 suspended
I
I
I
I Month Upper Dockery
(% Operational)
I Jun-04 93
Jul-04 100
Aug-04 100
Sep-04 100
I Oct-04 100
Nov-04 100
Dec-04 100
I Jan-05 90
Feb-05 100
Mar-05 90
Apr-05 100
I May-05 100
Jun-05 81
Jul-05 19
I Aug-05 61
Sep-05 100
Oct-05 100
Nov-05 100
I Dec-05 100
Jan-06 97
Feb-06 100
I
Mar-06 100
Apr-06 100
May-06 100
I
I
I
I
I
Period Avg for 6-1-04 98 to 6-1-05
Overall,average 85
I Notes: NR = Not Recorded
•Lower Dockery Suspended on 3-19-04
I
I
TABLE 2
SUMMARY OF OPERATIONAL PERCENTAGES
MACON/DOCKERY SITE
RICHMOND COUNTY, NORTH CAROLINA
Lower Dockery Macon Source Area 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 100 100
suspended 74 74
suspended 35 61
suspended 100 100
suspended 42 42
suspended 100 100
suspended 100 97
suspended 100 100
suspended 100 100
suspended 100 100
suspended 100 50
suspended 100 58
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
100 suspended
74 suspended
61 suspended
90 suspended
42 suspended
100 suspended
97 suspended
100 suspended
100 suspended
100 suspended
100 suspended
100 suspended
89 suspended
83 suspended
---.. -
I, 1-Dichloro-1, 1-Dichloro-Cis!trans-1,2-
Sample Date ethane ethene Dichloroethene
Location ("JefL) (u11/I) (uv/l)
lJD Effluent 5/3/1996 <LO <1.0 <1.0
6/5/1996 <LO <1.0 <1.0
7/1/1996 <1.0 <1.0 <1.0
8/1/1996 <1.0 <1.0 <1.0
9/4/1996 <1.0 <1.0 <1.0
10/1/1996 <LO <1.0 <1.0
11/7/1996 <1.0 <1.0 <1.0
12/5/1996 <1.0 1.5 <1.0
1/6/1997 <1.0 <1.0 <1.0
2/5/1997 <!.O <1.0 <1.0
3/12/1997 <1.0 <1.0 <1.0
418/1997 <1.0 <1.0 <LO
5/14/1997 <1.0 <1.0 <1.0
61611997 <!.O <1.0 <1.0
7/2/1997 <1.0 <1.0 <LO
8/7/1997 <1.0 <1.0 <LO
9/5/1997 <1.0 <1.0 <1.0
10/2/1997 <1.0 <1.0 <1.0
11/13/1997 <1.0 <1.0 <1.0
12/5/1997 <LO <1.0 <LO
1/9/1998 <1.0 <1.0 <1.0
2/5/1998 <1.0 <1.0 <1.0
3/5/1998 <1.0 <1.0 <1.0
4/3/1998 <1.0 <1.0 <1.0
5/7/1998 <1.0 <1.0 <1.0
615/1998 <1.0 25 <1.0
7/9/1998 <1.0 <1.0 <1.0
8/7/1998 <1.0 <LO <LO
9/10/1998 <1.0 <LO <1.0
10/2/1998 <1.0 <1.0 <1.0
11/411998 <1.0 <1.0 <1.0
12/1/1998 <1.0 <1.0 <1.0
1/11/1999 <1.0 <1.0 <1.0
2/11/1999 <1.0 <1.0 <1.0
3/5/1999 <1.0 <1.0 <1.0
4/8/1999 <1.0 <1.0 <LO
5/12/1999 <1.0 <LO <1.0
6/J0/1999 <1.0 <1.0 <1.0
7/811999 <1.0 <1.0 <1.0
8/5/1999 <LO <1.0 <1.0
9/9/1999 <1.0 <1.0 <1.0
10/14/1999 <1.0 <1.0 <1.0
11/3/1999 <1.0 <1.0 <1.0
12/3/1999 <LO <1.0 <1.0
RPS 3500 70
RPS: Remediation Perfonnance Standard
Tetra-
chloroethene
(u!!"/1)
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<l.O
<1.0
<l.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<1.0
<1.0
liiil
TABLE 3 (Page 1 of 2)
EFFLUENT Analytical Results
UPPER DOCKERY
Macon Dockery Site
Richmond County, North Carolina
I, I, 1-Trichloro-Trichloro-
ethane ethlene Toluene Total Xylenes
(uu/1) ("JefLJ ("JefLJ (u!I/1 l
<1.0 <1.0 <1.0 <30
<1.0 <1.0 3.9 <3.0
<I 0 <1.0 <1.0 <3.0
<LO <1.0 <1.0 <3.0
<1.0 <1.0 <1.0 <3.0
<1.0 <1.0 <1.0 <3.0
<1.0 <1.0 <1.0 <3.0
<1.0 <1.0 <1.0 <3.0
<1.0 <1.0 <1.0 <3.0
<1.0 <1.0 <1.0 <3.0
<1.0 <1.0 <1.0 <3.0
<1.0 <1.0 <1.0 <3.0
<1.0 <1.0 <1.0 <3.0
<1.0 <1.0 <1.0 <3.0
<1.0 <1.0 <1.0 <3.0
<1.0 <1.0 <1.0 <3.0
<LO <1.0 <1.0 <3.0
<1.0 <1.0 <1.0 <3.0
<1.0 <1.0 <l.O <3.0
<1.0 <1.0 <1.0 <3.0
<1.0 <1.0 <1.0 <3.0
<1.0 <1.0 <1.0 <3.0
<1.0 <1.0 <LO <3.0
<1.0 <1.0 <1.0 <3.0
<1.0 <1.0 <1.0 <3.0
5.5 <1.0 <1.0 <3.0
<1.0 <1.0 <LO <3.0
<1.0 <1.0 <1.0 <3.0
<1.0 <1.0 <1.0 <3.0
<1.0 <1.0 <1.0 <3.0
<1.0 <1.0 <1.0 <3.0
<1.0 <1.0 <1.0 <3.0
<1.0 <1.0 <1.0 <3.0
<LO <1.0 <1.0 <3.0
<1.0 <1.0 <1.0 <3.0
<1.0 <1.0 <1.0 <3.0
<1.0 <1.0 <1.0 <3.0
<1.0 <1.0 <1.0 <3.0
<1.0 <1.0 <1.0 <3.0
<1.0 <1.0 <1.0 <3.0
<LO <1.0 <1.0 <3.0
<LO <1.0 <1.0 <3.0
<1.0 <1.0 <1.0 <3.0
<1.0 <1.0 <1.0 <3.0
200 2.8 1000 400
iiiil iiiil iiiil iiiil
Suspended
Acetone Chromium Barium Manganese Zinc Lead Solids
("JefLJ (=S.) (u!!/L) (U"/1 ) (U"/1) (m!IL) (ffi"ll)
52 <IO <50 <5.0 <20 <3.0 <5.0
<IO <IO <50 <5.0 <20 <3.0 <5.0
<IO <10 <50 <5.0 <20 <3.0 <5.0
20 14 51 7 <20 <3.0 8
<IO <IO 55 <5.0 <20 <3.0 <5.0
<IO <IO <50 5.9 <20 <3.0 <5.0
<10 15 59 <5.0 <20 <3.0 <5.0
<IO 1, 54 5.1 <20 <3.0 <5.0
<IO 13 54 <5.0 <20 <3.0 <5.0
<IO 15 61 5.9 <20 <3.0 <5.0
<10 <IO 69 <5.0 <20 <3.0 <5.0
<10 <IO 63 <5.0 <20 <3.0 <5.0
<10 <IO 60 7.2 <20 <3.0 <5.0
<IO <IO 52 <5.0 <20 <3.0 <5.0
<IO <IO 55 <5.0 <20 <3.0 <5.0
<10 <IO <50 <5.0 <20 <3.0 <5.0
<10 <IO 110 5.2 <20 <3.0 <5.0
<10 <IO 50.1 <5.0 <20 <3.0 <5.0
<IO 12.1 67.9 18.6 24.8 <3.0 <5.0
<IO <10 <50 <5.0 <20 <3.0 <5.0
<10 II <50 <5.0 <20 <3.0 <5.0
<10 <10 <50 <5.0 <20 <3.0 <5.0
<IO <IO <200 <15 <20 <3.0 <5.0
<IO <10 <200 5.2 <20 <3.0 <5.0
<10 10 <50 <5.0 <20 <3.0 <5.0
<10 <10 57 <5.0 <20 <3.0 <5.0
<10 <IO 51 <5.0 <20 <3.0 <5.0
<IO 13 53 <5.0 <20 <3.0 <5.0
<10 II 58 <5.0 <20 <3.0 <5.0
<25 <10 54 <10 <20 <3.0 <5.0
<IO II 63 6.3 <20 <3.0 12
<25 14 63 40 <20 <3.0 <5.0
<10 II 55 <5.0 <20 <3.0 <5.0
<10 15 73 23 <20 <3.0 <50
<25 II " <5.0 <20 <3.0 <5.0
<10 II 54 <5.0 <20 <3.0 <5.0
<10 12 57 <5.0 <20 <3.0 <5.0
<10 13 66 <5.0 <20 <3.0 <5,0
<10 10 64 <5.0 <20 <3.0 <5.0
<10 14 66 <5.0 <20 5.2 <5.0
<1.0 14 61 <5.0 <20 <3.0 <5.0
<IO 14 60 <5.0 <20 <3.0 <5.0
<10 13 58 <5.0 <20 <3.0 <5.0
<10 13 64 <5.0 <20 <3.0 <:5.0
3500 50 1000 50 5000 15
-----
1, I-Dichiaro-I, 1-Dichloro-
Sample Date ,than, ethene
Location (uun) (u,11)
VD Effluent 3/9/2000 <LO 2.1
4/7/2000 <LO <1.0
5/912000 <1.0 <1.0
6/9/2000 <LO <1.0
7/7/2000 <LO <1.0
8/3/2000 <LO <LO
9/25/2000 <1.0 <1.0
10/12/2000 <1.0 <1.0
1/18/2001 <LO <1.0
5/3/2001 <LO <1.0
7/11/2001 <LO <1.0
10/18/2001 <1.0 <1.0
1/16/2002 <1.0 <1.0
7/31/2002 <LO <1.0
10/30/2002 <1.0 <1.0
l/28'2003 NOT
3/14/2003 NOT
4/3/2003 <LO <1.0
7/10/2003 <1.0 <1.0
10/30/2003 <1.0 <1.0
1/13/2004 <l.O <1.0
4/5/2004 <1.0 <1.0
6/2812004 <1.0 <LO
10/21/2004 <1.0 <1.0
1/27/2005 <1.0 <1.0
5/4/2005 <1.0 <1.0
8125/2005 <1.0 <1.0
10/30/2005 <1.0 <1.0
1/28/2006 <1.0 <1.0
4/30/2006 <1.0 <1.0
RPS 3500 7
RPS: Remediation Performance Standard
---iiiil ..
TABLE 3 (Page 2 of 2)
EFFLUENT Analytical Results
UPPER DOCKERY
Macon Dockery Site
Richmond County, North Carolina
Cis/trans-1,2-Tetra-I, 1, 1-Tnchloro-Trichloro-
Dichloroethene chloroethene ethane ethlene Toluene Total Xylenes
(,,dL) (u_g/L) (U"ll) (u<>/1) (uufl) (u11/l)
<1.0 <1.0 <LO <1.0 <1.0 <3.0
<LO <1.0 <1.0 <LO <1.0 <3.0
<LO <l.0 <LO <LO <1.0 <3.0
<LO <1.0 <10 <1.0 <1.0 <3.0
<LO <1.0 <1.0 <LO <1.0 <3.0
<1.0 <LO <1.0 <LO <1.0 <3.0
<1.0 <l.O <1.0 <1.0 <1.0 <3.0
<1.0 <1.0 <1.0 <1.0 <1.0 <3.0
<1.0 <1.0 <1.0 <1.0 <1.0 <3_0
<1.0 <1.0 <l.O <1.0 <1.0 <3.0
<1.0 <1.0 <1.0 <1.0 <1.0 <3.0
<1.0 <1.0 <1.0 <1.0 <1.0 <3.0
<1.0 <1.0 <1.0 <1.0 <1.0 <3.0
<1.0 <1.0 <1.0 <1.0 <1.0 <3.0
<1.0 <1.0 <1.0 <1.0 <1.0 <3.0
SAMPLED SYSTEM DOWN
SAMPLED SYSTEM DOWN
<1.0 <1.0 <1.0 <1.0 <1.0 <3.0
<1.0 <1.0 <1.0 <1.0 <1.0 <3.0
<1.0 <1.0 <1.0 <1.0 <1.0 <3.0
<2.0 <1.0 <1.0 <1.0 <1.0 <2.0
<2.0 <1.0 <1.0 <1.0 <1.0 <2.0
<2.0 <1.0 <1.0 <1.0 <1.0 <2.0
<2.0 <1.0 <1.0 <1.0 <1.0 <2.0
<2.0 <1.0 <1.0 <1.0 <LO <3.0
<1.0 <1.0 <1.0 <1.0 <LO <3.0
<1.0 <1.0 <1.0 <1.0 <1.0 <3.0
<1.0 <1.0 <1.0 <1.0 <LO <3.0
<1.0 <1.0 <1.0 <1.0 <LO <3.0
<1.0 <1.0 <1.0 <1.0 <1.0 <3.0
70 200 2.8 1000 400
-iiiill -liill iiiil iiiil
Suspended
Acetone Chromium Barium Manganese Zinc Lead Solids
(u.,/1) (,"n) (u.,11) {ur,-/1) (UPll) (UPll) (mull.)
<IO 14 74 9.3 <20 <3.0 <5.0
<10 <10 160 8.0 <20 <3.0 <5.0
<10 14 69 <5,0 <20 <3.0 <5.0
<10 <10 79 <5.0 <20 <3.0 <5.0
<10 <10 95 10 <20 <3.0 <5.0
<10 <10 78 <5.0 <20 <3.0 <5.0
<10 <10 85 <5.0 <20 <3.0 <5.0
<10 <10 84 <5.0 <20 <3.0 <5.0
<10 <10 100 6.3 <20 <3.0 <5.0
<10 14 80 5.7 <20 <3.0 <5.0
<10 27 79 43.0 27 <3.0 8.0
<10 14 74 5.4 <20 <3_0 <5.0
<10 18 \JO 120 35 5 <5.0
<10 <10 55 5.6 <20 <3.0 <5.0
<10 <10 99 7.3 <20 <3.0 <5.0
NOT SAMPLED SYSTEM DOWN
NOT SAMPLED SYSTEM DOWN
<10 <10 83 5.1 <20 <3.0 <5.0
<10 <10 96 19 <20 <3.0 <5.0
<10 <10 55 <5.0 <20 <3.0 <5.0
<25 II 71 15 24 <3.0 14.0
<25 12 68 <5.0 <20 <3.0 <5.0
<25 <10 54 <5.0 <20 <3.0 <5.0
<25 <10 85 <5.0 <20 <3.0 <5.0
<10 <10 72 <5.0 <20 <3.0 <5.0
<10 NA 62 NA <20 <l.5 <5.0
<10 10 69 <5.0 <20 NA <5.0
<10 14 75 <5.0 <20 <1.5 <5.0
<10 6.9 82 <5.0 <20 <1.5 <5.0
<10 <5.0 88 <5.0 <20 <1.5 <5.0
3500 50 1000 50 5000 I,
- -.. -
Chiaro-I, 1-Dichloro-1, 1-Dichloro-
Sample Date fonn <than< ethene
Location (uwl) (uQ'n) (uWL)
LD Effluent 2/15/1996 <1.0 <1.0 <1.0
2/16/1996 <l.0 <1.0 <LO
2/22/1996 <1.0 <1.0 <1.0
2/28/1996 <1.0 <1.0 <1.0
3/811996 <1.0 <1.0 <LO
4/3/1996 <1.0 <1.0 <1.0
5/3/1996 <1.0 <1.0 <1.0
8/1/1996 <1.0 <1.0 <1.0
9/4/1996 <1.0 <1.0 <1.0
10/1/1996 <1.0 <1.0 <1.0
l lnll996 <l.O <1.0 <1.0
12/5/1996 <1.0 <1.0 <1.0
l/6!1997 <1.0 <1.0 <1.0
3/12/1997 <1.0 <1.0 <1.0
418/1997 <1.0 <1.0 <1.0
5/1411997 <1.0 <1.0 <1.0
616/1997 <1.0 <1.0 <1.0
7/2/1997 <1.0 <1.0 <1.0
8/711997 <1.0 <1.0 <1.0
9/5/1997 <l.O <1.0 <1.0
10/2/1997 <l.O <1.0 <1.0
11/13/1997 <1.0 <1.0 <1.0
12/5/1997 <1.0 <1.0 <1.0
1/9/1998 <l.O <1.0 <1.0
2/5/1998 <1.0 <1.0 <1.0
3/5/1998 <1.0 17 3.2
413/1998 <1.0 <1.0 <1.0
5/7/1998 <1.0 <1.0 <1.0
6/5/1998 <l.O <1.0 <1.0
7/9/!998 <1.0 <1.0 <1.0
8/7/1998 <1.0 <1.0 <1.0
9/l0/1998 <1.0 <1.0 <1.0
10/2/1998 <1.0 <1.0 <1.0
11/4/1998 <1.0 <1.0 <1.0
12/1/1998 <1.0 <1.0 <1.0
1/11/1999 <1.0 <1.0 <1.0
'"2/11/99 <1.0 <1.0 <1.0
3/5/1999 <1.0 <1.0 <1.0
418/1999 <1.0 <1.0 <1.0
5/1211999 <l.O <1.0 <1.0
6/10/1999 <LO <1.0 <1.0
7/8/1999 <1.0 <1.0 <LO
8/5/1999 <1.0 <1.0 <1.0
9/9/1999 <l.O <1.0 <1.0
10/14/1999 <1.0 <1.0 <1.0
11/2/1999 <l.O 2.5 <1.0
12/3/1999 <1.0 2.8 <1.0
RPS. 3500 7
RPS: Remediation Performance Standard
-
Cis/trans-1,2-Methylene
Dichloroethene chloride
(u,JL) (Un/T )
<1.0 <2.0
<1.0 <2.0
<1.0 <2.0
<1.0 <2.0
<1.0 <2.0
<1.0 <2.0
<1.0 <2.0
<1.0 <2.0
<1.0 <2.0
<1.0 <2.0
<1.0 <2.0
<1.0 <2.0
<1.0 <2.0
<1.0 <2.0
<1.0 <2.0
<1.0 <2.0
<1.0 <2.0
<1.0 <2.0
<1.0 <2.0
<1.0 <2.0
<1.0 <2.0
<1.0 <2.0
<1.0 <2.0
<1.0 <2.0
<1.0 <2.0
<1.0 <2.0
<1.0 <2.0
<1.0 <2.0
<1.0 <2.0
<1.0 <2.0
<1.0 <2.0
<1.0 <2.0
<1.0 <2.0
<1.0 <2.0
<1.0 <2.0
<1.0 <2.0
<1.0 <2.0
<1.0 <5.0
<1.0 <2.0
<1.0 <2.0
<LO <2.0
<1.0 <2.0
<1.0 <2.0
<1.0 <2.0
<1.0 <2.0
<1.0 <2.0
<1.0 <2.0
70
.. -.. .. TABLE 4 (Page 1 of2)
EFFLUENT Analytical Results
LOWER DOCKERY
Macon Dockery Site
Richmond County, North Carolina
I, I, 1-Trichloro Trichloro-
ethan< ethene Benzene Toluene
(unn ) (u·,11 ) (unll) (u"IL)
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <LO <1.0
<1.0 <1.0 <LO <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <l.O <1.0
<1.0 <1.0 <l.O <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 3.4
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <l.O <1.0
<1.0 <1.0 <l.O <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <l.O <1.0
<1.0 <1.0 <l.O <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <LO <1.0
5.5 <1.0 <1.0 <l.O
<l.O <1.0 <1.0 <l.0
<1.0 <1.0 <l.O <1.0
<1.0 <1.0 <l.O <1.0
<1.0 <1.0 <1.0 <1.0
<LO <1.0 <LO <1.0
<!.O <1.0 <1.0 <1.0
<1.0 <1.0 <LO <1.0
<1.0 <1.0 <LO <LO
<LO <1.0 <1.0 <1.0
<l.O <1.0 <1.0 <1.0
<1.0 <1.0 <LO <LO
<LO <1.0 <l.O <LO
<1.0 <1.0 <1.0 <1.0
<l.O <LO <LO <1.0
<1.0 <LO <l.O <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<LO <1.0 <1.0 <1.0
<1.0 <LO <LO <1.0
<l.O <1.0 <LO <LO
1.2 <1.0 <l.O <1.0
200 2.8 1000
--iilll iiiil liiil
Total Suspended
Xvlenes Chromium Barium Manganese Zinc Cadmium Solids
(;1,,r ,) (unfl ) (u"IL) (u;IL) (u~L) (urrfl) (m•rf )
<3.0 <10 <50 <5.0 <20 <0.30 <5.0
<3.0 <JO <50 <5.0 <20 <0.30 <5.0
<3,0 <JO <50 <5.0 <20 <0.30 5
<3.0 <JO <50 <5.0 <20 <0.30 <5.0
<3.0 <10 <50 <5.0 <20 <O 30 <5.0
<3.0 <)O <50 <5.0 <20 <0.30 <5.0
<3.0 <)O <50 <5.0 <20 <0.30 <5.0
<3.0 <)O <50 )4 <20 <0.30 <5.0
<3.0 <10 <50 )3 <20 0.56 <5.0
<3.0 <)O <50 II <20 <0.30 <5.0
<3.0 <)O <50 <5.0 <20 <0.30 <5.0
<3.0 <)O <50 35 <20 <0.30 )9
<3.0 <)O <50 6 <20 <0.30 <5.0
<3.0 <JO 70 <5.0 <20 <0.30 <5.0
<3.0 <)O <50 <5.0 <20 <0.30 <5.0
<3.0 <)O <50 <5.0 <20 <0.30 <5.0
<3.0 <)O <50 <5.0 <20 <0.30 <5.0
<3.0 <)O <50 <5.0 <20 <030 <5.0
<3.0 <)O <50 <5.0 <20 <0.30 <5.0
<3.0 <)0 <50 <5.0 <20 <0.30 <5.0
<3.0 <10 <50 <5.0 <20 <0.30 <5.0
<3.0 <10 <50 <5.0 <20 <I <5.0
<3.0 <10 <50 160 <20 <0.30 <5.0
<3.0 <)O <50 34 <20 <0.30 <5.0
<3.0 <10 <50 250 <20 <0.30 58
<3.0 <)O <200 85 <20 <0.30 <5.0
<3.0 <)O <200 39 <20 <0.30 <5.0
<3.0 <)O <50 )7 <20 <0.30 <5.0
<3.0 <)0 <50 6.3 <20 <0.30 <5.0
<3.0 <)O <50 <5.0 <20 <0.30 <5.0
<3.0 <10 <50 <5.0 <20 <0.30 <5.0
<3.0 <JO <50 <5.0 <20 <0.30 <5.0
<3.0 <10 )7 )40 <20 <0.30 <5.0
<3.0 <10 <50 )0 <20 <0.30 <5.0
<3.0 <10 <50 <5.0 <20 <0.30 <5.0
<3.0 <JO <50 5.2 <20 <0.30 <5.0
<3.0 <10 <50 15 <20 <0.30 <5.0
<3.0 <10 <50 <5.0 <20 <0.30 <5.0
<3.0 <JO <50 <5.0 <20 <0.30 <5.0
<3.0 <JO <50 <5.0 <20 52 9.5
<3.0 <10 <50 <5.0 <20 <0.30 <5.0
<3.0 <10 <50 <5.0 <20 <0.30 <5.0
<3.0 <10 <50 5.0 <20 <0.30 <5.0
<3.0 <)0 72 520 31 <0.30 <5.0
<3.0 <10 93 470 38 <0.30 <5.0
<3.0 <JO <50 I) <20 <0.30 <5.0
<3.0 <IO <50 110 <20 <0.30 <5.0
400 50 1000 50 5000 5
--
Sample
Location
LD Effluent
RPS.
RPS:
--..
Chloro-1,1-Dichloro-
Date fom1 ethane
(unll ) (u"fl J
2125/2000 <1.0 6.2
3/9/2000 <1.0 <1.0
417/2000 .. System
519/2000 <1.0 <1.0
6/9/2000 <1.0 <1.0
7/7/2000 <1.0 <1.0
813/2000 <1.0 <1.0
9/25/2000 <1.0 <1.0
!0/12/2000 <1.0 <1.0
1/18/2001 .. System
4/24/2001 <1.0 I <1.0
5/11/2001 <1.0 <1.0
7/11/2001 .. System
10/18/2001 <1.0 <1.0
1/16/2002 System
7/31/2002 System
10/30/2002 <1.0 <1.0
1/28/2003 System
3/14/2003 <1.0 <1.0
413/2003 <1.0 <1.0
7/10/2003 <1.0 <1.0
10130/2003 <LO <1.0
1/13/2004 <1.0 <1.0
4/5/2004 System
6/28/2004 System
1/27/2005 System
5/4/2005 System
8/25/2005 System
10/30/2005 System
1/28/2006 System
4/3012006 System
3500
Remediation Performance Standard
-..
I, l-Dichloro-Cis/trans-1,2-Methylene
ethene Dichloroethene chloride
(uQ/L) (U"/l) (u""l
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
Do•n Not Sampled
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<LO <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
Do"TI Not Sampled
I <1.0 I <1.0 I <2.0
<1.0 <LO <2.0
Down Not Sampled
<1.0 <1.0 <2.0
Do= Not Sampled
Do•n Not Sampled
<1.0 <1.0 <2.0
Do•n Not Sampled
<1.0 <LO <2.0
<1.0 <LO <2.0
<1.0 <LO <1.0
<1.0 <1.0 <1.0
<1.0 <2.0 <5.0
Suspended Not Sampled
Suspended Not Sampled
Suspended Not Sampled
Suspended Not Sampled
Suspended Not Sampled
Suspended Not Sampled
Suspended Not Sampled
Suspended Not Sampled
7 70
-lilil --TABLE 4 (Page 2 of2)
EFFLUEi'il Analytical Results
LOWER DOCKERY
Macon Dockery Site
Richmond County Nonh Carolina
I, I, 1-Trichloro Trichloro-
ethane ethene Benzene Toluene
(ue/L) (""IL) (u2.IL) (U"ll)
2.6 <1.0 <1.0 <1.0
<1.0 <1.0 <LO <1.0 .. ... System
<LO <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <LO <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0 .. ... Syslem
I <1.0 <1.0 I <1.0 I <1.0
<1.0 <1.0 <1.0 <1.0 .. . .. System
<1.0 <1.0 <1.0 <1.0
System
Syslem
<1.0 <1.0 <1.0 <1.0
System
<1.0 <l.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
System
System
System
System
System
System
System
System
200 2 g 1000
-
Total
Xvknes
(~!!IL)
<3.0
<3.0
Do•n
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
Do=
I <3.0 I <3.0
Do=
<3.0
Do"TI
Do=
<3.0
Down
<2.0
<3.0
<3.0
<3.0
<2.0
Suspende,
Suspende,
Suspende,
Suspended
Suspendec
Suspendec
Suspendec
Suspendec
400
.. liiiil
Suspended
Chromium Barium Manganese Zinc Cadnuum Solids
(un-11 ) (ll"/1) (ui!/L) (unfT) (ue/L) (ffi"II)
<10 <50 320 <20 <0.30 <5.0
<10 <50 53 <20 <0.30 <5.0
Not Sampled ...
<IO <50 180 <20 <0.30 <5.0
<10 <50 <5.0 <20 <0.30 <5.0
<10 <50 JOO <20 <0.30 <5.0
<JO <50 <5.0 <20 <0.30 <5.0
<IO <50 <5.0 97 <0.30 <5.0
<IO <50 <5.0 97 <0.30 <5.0
Not Sampled ...
<IO I <50 I <5.0 I <20 I <0.30 I <5.0
<IO <50 <5.0 <20 <0.30 <5.0
Not Sampled ...
<10 <50 <5.0 <20 <0.30 <5.0
Not Sampled
Not Sampled
<10 <50 58 <20 <0.30 <5.0
Not Sampled
<JO <50 <5.0 <20 <0.30 <5.0
<IO <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
<JO <50 <5.0 <20 <0.30 10
Not Sampled
Not Sampled
Not Sampled
Not Sampled
Not Sampled
Not Sampled
Not Sampled
Not Sampled
50 1000 50 5000
--
Sample
Location
UMSA Eilluent
--
Chloro-I, 1-Dichloro-
D;ite fonn ethane
(u11f ) (ug/L)
2117/1996 <1.0 <1.0
2122/1996 <1.0 <1.0
2/2811996 <1.0 <1.0
3/811996 <1.0 <1.0
4/3/1996 <1.0 <1.0
5/3/1996 <1.0 <1.0
615/1996 <1.0 <1.0
7/1/1996 <1.0 <1.0
7/3011996 <1.0 <LO
9/411996 <1.0 <1.0
10/1/1996 <1.0 <1.0
1117/1996 <1.0 <1.0
12/5/1996 <1.0 <1.0
1/6/\997 <1.0 <1.0
2/411997 <1.0 <1.0
3/12/1997 <1.0 <1.0
418/1997 <1.0 <1.0
5/12/1997 <1.0 <1.0
6/6/1997 <1.0 <1.0
7/2/1997 <1.0 <1.0
817/1997 <1.0 <1.0
9/5/1997 <1.0 <1.0
1012/1997 <1.0 <1.0
11/1311997 <1.0 <1.0
1215/1997 <1.0 <1.0
1/911998 <1.0 <1.0
2/5/1998 <1.0 <1.0
3/5/1998 <1.0 <1.0
4/3/1998 <1.0 <1.0
517/1998 <1.0 <1.0
6/5/1998 <1.0 <1.0
7/9/1998 <1.0 <1.0
8/7/1998 <1.0 <1.0
9/10/1998 <1.0 <1.0
10/2/1998 <1.0 <1.0
11/4/1998 <1.0 <1.0
12/1/1998 <1.0 <1.0
1/11/1999 <1.0 <1.0
2/11/1999 <1.0 <1.0
315/1999 <1.0 <1.0
4l&/1999 <1.0 <1.0
5/13/1999 <1.0 <1.0
6/10/1999 <1.0 <1.0
7/8/1999 <1.0 <1.0
815/1999 <1.0 <1.0
9/911999 <1.0 <1.0
10/14/1999 <LO <1.0
11/2/1999 <1.0 <1.0
12/3/1999 <1.0 <1.0
3500
Rcmcdu,t.iot, Pt>fonn--.c SiarJd:.u
Not Analyzed
-
I, -Dichloro-Cis/trans-1,2-
ethene Dichloroethene
(ug/L) (ug/L)
<1.0 <LO
<1.0 <1.0
<1.0 <1.0
<LO <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
7 70
Tetrachloro-
ethene
(u-~ )
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
--lllil
TABLE 5 (Page 1 of 2)
EFFLUENT Analytical Results
MACON SOURCE AREA
Macon Dockery Site
Richmond County, Nroth Carolina
I, I, 1-Trichloro-Trichloro• Vinyl
elhane ethene ,;hloridc Benzene
(ug/L) (ug/L) (ug/L) (u<>n.J
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <LO <1.0 <1.0
<LO <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <LO <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <LO <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <LO
<1.0 <1,0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<LO <1.0 <1.0 <1.0
<1.0 <1.0 <l.O <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <LO
<1.0 <1.0 <LO <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <l.O <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <i.O
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <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 <i.O
<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 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <LO <1.0 <1.0
200 2.8
iiill
Toluene
(··-")
<LO
<1.0
<LO
<1.0
<1.0
<1.0
2.9
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<l.O
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
1000
-iiiil lliil iiiil iiiil
Suspended
Chromium Barium Manganese Zinc Cadmium ,~ .. Mercury Solids
(m,/L) (u21L) {ug/L) (ug!L) (ug/L) (ug/L) (011/L) (mg/L)
<IO 120 120 <20 <0.30 <3.0 <.2 <5.0
<IO 120 70 <20 <0J0 <3.0 <.2 <5.0
<IO 130 SI <20 <O 30 <3.0 <.2 <5.0
<IO 120 37 <20 <0J0 <3.0 <.2 <5.0
<IO 110 27 <20 <O 30 <3.0 <.2 5
<IO 120 26 <20 <0.30 <3.0 <.2 <5.0
<IO 130 22 <20 <0.30 <3.0 <.2 6
12 110 14 <20 <OJO <3.0 NA <5.0
<IO 200 110 41 <0.30 9.2 NA 23
II 170 6S 26 <0.30 66 NA 16
<IO 130 13 <20 0.47 <3.0 NA 24
<IO ''° 13 <20 <0.30 <3.0 NA 26
<ID 170 17 <20 <0.30 <3.0 <0.20 5
<IO 200 46 25 <0.30 3.5 NA 120
<IO 160 29 <20 <0.30 <3.0 NA 8
<10 130 30 <20 <OJ0 <3.0 NA <5.0
<IO 200 30 <20 <0.30 <3.0 NA 7
12 210 95 35 <0.30 <3.0 NA IOO
<10 240 74 <20 <0.30 <3.0 NA <5.0
<IO 180 41 <20 <0.30 <3.0 };"A <5.0
II 230 250 40 <0,30 4.8 NA NA
<10 130 27 <20 <O 30 <3.0 NA 22
<ID 185 31.5 <20 <0.30 <3.0 ~A II
<ID 129 84.2 <20 <I <3.0 NA 8
<10 150 160 26 <0.30 6.5 NA <5.0
<10 180 33 <20 <0.30 <3.0 NA <S.O
<10 200 20 <20 <0.30 <3.0 NA 6
II 210 160 25 <0,30 4.1 NA <5.0
<10 <200 64 <20 <0.30 <3.0 NA <5.0
<ID 210 310 29 <0.30 5 ~A 13
<ID 160 46 <20 <0.30 <3.0 NA <5.0
<10 240 110 <20 <0.30 <3.0 NA <5.0
<IO 190 37 <20 <0.30 <3.0 NA <5.0
<IO 200 56 <20 <0.30 <3.0 NA 33
<IO 190 110 <20 <O 30 <3.0 NA 12
IO 220 '50 48 <0.30 4.6 NA 180
<ID 160 68 <20 <0.30 <3.0 NA <5.0
<ID 150 120 <20 <0.30 <3.0 NA <5.0
<10 230 120 22 <0.30 <3.0 NA <5.0
<10 180 100 25 <0.30 <3.0 NA <5.0
<IO 170 72 <20 <0,30 <3.0 NA <5.0
<10 170 66 <20 36 <3.0 NA 8.5
<IO 180 100 <20 <0.30 <3.0 NA <5.0
<ID 170 160 <20 <0.30 3.3 NA <5.0
<10 140 13 <20 <0.30 8.7 NA <5.0
<IO 150 34-0 24 <0.30 <3.0 NA <5.0
<10 200 37 <20 <0.30 <3.0 NA <5.0
<10 180 13 <20 <0.30 <3.0 NA <5.0
<10 180 18 <20 <0.30 <J.O NA <5.0
50 !000 50 5000 15 LI
- -
Sample
Location
RPS
RPS
NA:
-- -
Chloro-1,1-Dichloro-
Date: form ethane
(uJVL) (uwL)
2/16/2000 <1.0 <1.0
319/2000 <1,0 <1.0
417/2000 <1.0 <1.0
5/8/2000 <1.0 <1.0
6/9/2000 <1.0 <1.0
717/2000 <1.0 <1.0
812/2000 <1.0 <1.0
9/25/2000 <1.0 <1.0
10/12/2000 <1.0 <1.0
1/18/2001 <1.0 <1.0
513/2001 <1.0 <1.0
7/11/2001 <1.0 <1.0
10/18/2001 <1.0 <1.0
12/28/2001 <1.0 <1.0
1/15/2002 <1.0 <1.0
7/30/2002 <l.O <1.0
10/30/2002 <1.0 <1.0
1/2812003 NOT
3/14/2003 <1.0 <1.0
413/2003 <1.0 <1.0
7/10/2003 <1.0 <1.0
10/30/2003 <1.0 <1.0
1113/2004 <1.0 <1.0
415/2004 <1,0 <1.0
6/28/2004 <1.0 <1.0
10121/2004 <1.0 <1.0
1/2712005 <1.0 <1.0
51412005 <1.0 <1.0
8/25/2005 <1.0 <LO
]0/30/2005 <1.0 <LO
1/28/2006 <1.0 <1.0
4/3012006 <1.0 <1.0
3500
Rcmcdiatxm Pcrfomumce Sland=I
Not Analyzed
-
I, -Dicbloro-Cis/tra115-l,2-
ethenc: Dichloroethene
(ul!/L) Cull.IL)
<1.0 <1.0
16 <1.0
<LO <1.0
<LO <1.0
<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
<1.0 <1.0
<1.0 <LO
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
SAMPLED SYSTEM
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <2.0
<1.0 <2.0
<1.0 <2.0
<1.0 <2.0
12 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
7 70
-
T etrm;hloro-
ethc:nc:
{ul!.IL)
<1.0
LO
<1.0
<LO
<1.0
<LO
<LO
<1.0
<1.0
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
DOWN
<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
iiiil
TABLE 5 (Page 2 of 2)
EFFLUENT Analytical Results
MACON SOURCE AREA
Macon Dockery Site
Richmond County, Nroth Carolina
1,1,l•Trichloro-Trichloro-Vinyl
ethane c:thc:nc chloride Benzene
{uo/J) (uiUL) (ulUL) (ull.lL)
<1.0 <1.0 <1.0 <1.0
2.6 <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
1.4 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<I 0 <I 0 <1.0 <1.0
<I 0 <1,0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <LO
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1,0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <LO
NOT
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <LO
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
200 2.8
--liill iiiil iiiil
Suspended
Toluene Chromium Barium Manganese Zinc Cadmium Load Mercury Solids
(uu/L) (uu/L) (uo-,L) (u~IL) (umL) (uolL) (u<>IL) (u<>,L) (m-")
<1.0 <10 240 300 40 <0,30 5.3 NA 130
<1.0 <10 230 47 <10 <0,30 <3.0 NA 5.0
<1.0 <10 210 40 <20 <0.30 <3.0 NA <5.0
<1.0 <IO 410 54 <20 <0.30 <3.0 NA <5.0
<LO <IO 180 61 <20 <0.30 <3.0 NA <5.0
<1.0 <10 220 250 32 <0.30 3.8 NA <5_0
<LO <10 190 80 <20 <0.30 4.1 NA 38.0
<1.0 <IO 280 8.3 <20 <0,30 <3.0 NA <5.0
<1.0 14 180 84 <20 <0.30 3.7 NA 6.0
<1.0 <IO 200 36 <10 <0.30 <3.0 NA 8.5
<1.0 28 440 350 29 <0.30 19 NA <5.0
<1.0 15 360 110 <20 <0.30 3.7 NA 38
<1.0 60 450 900 47 <0,30 21 NA <5.0
<1.0 II 360 110 <20 <0.30 <3.0 NA 8.0
<1.0 <10 360 35 <20 <0.30 <3.0 NA 8.0
<1.0 21 370 130 <20 <0.30 3.0 NA I 1.0
<1.0 20 370 98 <20 <0,30 4.0 <0.20 6.0
t,;AMPLED SYSTEM DOWN
<1.0 17 410 240 43 <0.30 480 <0.20 <5.0
<1.0 II 350 44 <20 <0.30 280 <0.20 7
<1.0 <IO 370 71 <20 <0.30 <3.0 <0,20 42
<LO <10 360 170 120 <0.30 <3.0 <0,20 <5.0
<LO 76 400 1800 210 0.47 " NA 23
<1.0 <IO 230 64 <20 <0.30 <3.0 NA 33
<1.0 <IO 160 6.2 <20 <0.30 <3.0 NA <5.0
<1.0 <IO 180 18 <10 <0.30 <3.0 NA <5.0
<1.0 <JO 170 8.5 <20 <0.30 <3.0 NA <5.0
<I 0 NA 140 NA <20 <0.30 <1.5 NA <5.0
<1.0 <5.0 160 44 <20 <0.30 NA NA <5.0
<1.0 <5.0 150 8.2 <20 <0,30 <1.5 NA <5.0
<1.0 <S.O 170 100 <20 <0.30 2.6 NA 18
<1.0 7.0 200 36 <20 <0.30 <1.5 NA <5.0
IOOO 50 IOOO 50 5000 15 LI
---
Chloro-1,1-Dichloro-I, 1-Dichloro-Cis/trans-1,2-
Sample Dru, form ethane cthene Dichloroethene
lrn;ation (ug/L) (ug/L) (ug/L) (ull.iL)
U/L Effiuenl 2/24/1996 <1.0 <1.0 <1.0 <1.0
2/25/1996 <LO <1.0 <1.0 <LO
2128/1996 <1.0 <1.0 <I 0 <1.0
3/8/1996 <1.0 <LO <LO <1.0
3/16/1996 <1.0 <1.0 <LO <LO
4/3/1996 <LO 1.8 <1.0 1.6
5/3/1996 <1.0 <1.0 <1.0 <1.0
6/5/1996 <1.0 <1.0 <1.0 <1,0
7/1/1996 <LO <1.0 <LO <1.0
7/30/1996 <1.0 <1.0 <LO <1.0
9/4/1996 <1.0 <1.0 <1.0 <1.0
I0/1/1996 <1.0 <1.0 <1.0 <1.0
1117/1996 <1.0 <1.0 <1.0 <1.0
1215/1996 <1.0 <1.0 <1.0 <1.0
116/1997 <LO <LO <1.0 <LO
2/4/1997 <LO <1.0 <1.0 <1.0
3/12/1997 <1.0 <1.0 <1.0 <1.0
418/1997 <1.0 <1.0 <1.0 <1.0
5/12/1997 <1.0 <1.0 <1.0 <1.0
6/6/1997 <1.0 <LO <LO <1.0
7/2/1997 <1.0 2.4 <1.0 1.8
7/25/1997 NA NA NA NA
81711997 <1.0 <1.0 <1.0 <1.0
915/1997 <1.0 <1.0 <1.0 <1.0
1012/1997 <1.0 <1.0 <1.0 <LO
11/13/1997 <LO <1.0 <1.0 <1.0
12/5/1997 <1.0 <1.0 <1.0 <1.0
1/9/1998 <1.0 <1.0 <1.0 <1.0
2/5/1998 <1.0 <1.0 <1.0 <1.0
315/1998 <1.0 <1.0 <1.0 <1.0
413/1998 <1.0 <1.0 <1.0 <1.0
S/7/1998 <LO <1.0 <1.0 <1.0
6/5/1998 <LO <1.0 <1.0 <1.0
7/9/19')8 <1.0 <1.0 <1.0 <1.0
817/1998 <1.0 <1.0 <1.0 <1.0
9/10/1998 <1,0 <1.0 <1.0 <1.0
10/2/1998 <1.0 <1.0 <1.0 <1.0
11/4/1998 <1,0 <1.0 <LO <LO
12/1/1998 <1.0 <1.0 <1.0 <1.0
1/11/1999 <1.0 <1.0 <1.0 <1.0
2/11/1999 <1.0 <1.0 <1.0 <1.0
3/5/1999 <1.0 <1.0 <1.0 <1.0
4/8/1999 <1.0 <1.0 <1.0 <1.0
5/13/1999 <LO <LO <LO <1.0
6110/1999 <1.0 <1.0 <1.0 <1.0
RPS 3500 7 70
RPS: Remediation Performance Standard
NA: Not Analyzed
llilil
TABLE 6 (Page 1 or2)
EFFLUENT ANALYTICAL RESULTS
UPPER/LOWER MACON
Macon Dockery Site
Richmond County, North Carolina
Methylene Tetracb.loro-I, I, 1-Trichloro-Trichloro-
chloride ethene e<hw,o ethene Toluene
(ug.lL) (uafl) (uR.IL) (uuJL) (udl.)
<2.0 <LO <LO <1.0 <1.0
<2.0 <1.0 <1.0 <1.0 <1.0
<2.0 <1.0 <1.0 <1,0 <1.0
<2.0 <1.0 <LO <I 0 <1.0
<2.0 <1.0 <LO <1.0 <1.0
<2.0 <1.0 <1.0 1.9 <1.0
<2.0 <LO <1.0 <1.0 <1.0
<2.0 <1.0 <1.0 <1.0 2.1
<2.0 <1.0 <1,0 <1.0 <1.0
<2.0 <1.0 <1,0 <1.0 <LO
<2.0 <1.0 <1.0 <LO <!.O
<2.0 <1.0 <1.0 <1.0 <1.0
<2.0 <LO <1.0 <1.0 <1.0
<2.0 <1.0 <LO <1.0 <1.0
<2.0 <1.0 <1.0 <1.0 <LO
<2.0 <1.0 <1.0 <1.0 <1.0
<2.0 <1.0 <1.0 <1.0 <1.0
<2.0 <1.0 <1.0 <1.0 <1.0
<2.0 <1.0 <1.0 <1.0 <1.0
<2.0 <1.0 <1.0 <1.0 <I 0
<2.0 <1.0 <LO <LO <1.0
NA NA NA NA NA
<2.0 <LO <1.0 <1.0 <1.0
<2.0 <LO <LO <1.0 <1.0
<2.0 <1.0 <1.0 <1.0 <1.0
<2.0 <1.0 <1.0 <1.0 <1.0
<2.0 <1.0 <1.0 <1.0 <1.0
<2.0 <1.0 <1.0 <1.0 <1.0
<2.0 <1.0 <LO <1.0 <1.0
<2.0 <1.0 <1.0 <1.0 <1.0
<2.0 <1.0 <1.0 <1.0 <1.0
<2.0 <1.0 <1.0 <1.0 <1.0
<2.0 <1.0 <1.0 <1.0 <1.0
<2.0 <1.0 <1.0 <1.0 <1.0
<2.0 <LO <1.0 <!.0 <1.0
<2.0 <1.0 <1.0 <1.0 <1.0
<2.0 <1.0 <1.0 <1.0 <1.0
<2.0 <1.0 <1.0 <1.0 <1.0
<2.0 <1.0 <1.0 <1.0 <1.0
<2.0 <1.0 <1.0 <1.0 <1.0
<2.0 <l.O <1.0 <1.0 <1.0
<5.0 <LO <1.0 <!.O <1.0
<2.0 <1.0 <1.0 <1.0 <1.0
<2.0 <1.0 <1.0 <1.0 <1.0
<2.0 <1.0 <1.0 <1.0 <1.0
200 2.8 IOOO
Chromium
(uWLJ
<10
<10
<10
<10
<IO
<10
<10
<10
<10
<IO
<10
<10
<IO
<10
<10
<IO
<IO
<10
<IO
<10
<IO
NA
<IO
<IO
<IO
<IO
<IO
<IO
<IO
<IO
<IO
<IO
<IO
<IO
<IO
<IO
<IO
<IO
<IO
<IO
<IO
<IO
<IO
<IO
<10
50
-.. iiiilll liliiiiiiil
Suspended
Barium Manganese Zinc Ciidmium Lead Solids
(uJUL) (u~n.) (unlL) (u·",) {ug/L) (mg/L)
83 150 150 <O.JO 3.7 <5.0
90 160 170 <0.30 3.6 <S.O
<50 32 S9 <0.30 <3.0 8
<50 39 " <0.30 <3.0 <5.0
<50 31 51 <0.30 <3.0 <5.0
<50 44 54 <0.30 3.6 IO
31 10 21 <0.30 <3.0 <5.0
<50 7.5 <20 <0.30 <3.0 <5.0
<50 <5.0 <20 <0.30 <3.0 <5.0
<50 <5.0 <20 <0.30 <3.0 <5.0
<50 <5.0 <20 <0.30 <3.0 <5.0
<50 <5.0 <20 <0.30 <3.0 24
<50 <5.0 <20 <0.30 <3.0 <5.0
<50 <5.0 <20 <0.30 <3.0 <5.0
<50 <5.0 <20 <0.30 <3.0 <5.0
39 <S.0 <20 <0.30 <3.0 8
<50 <5.0 <20 <0.30 <3.0 <5.0
<50 <5.0 <20 <0.30 <3.0 <5.0
<50 <5.0 <20 <0.30 <3.0 <5.0
<50 <5.0 <20 <0.30 <3.0 <5.0
<50 79 <20 <0.30 <3.0 <5.0
NA 36 NA <0.30 NA NA
<50 5.4 <20 <0.30 3.1 NS
<50 <5.0 <20 <0.30 <3.0 <5.0
<50 6.3 <20 <0.30 <3.0 25
<50 <5.0 <20 <0.30 <3.0 <5
<50 <5.0 <20 <0.30 <3.0 <5
<50 <S.0 <20 <0.30 <3.0 <5
56 <5.0 <20 <0.30 <3.0 <5
<200 <15 <20 <0.30 <3.0 <5.0
<200 <5.0 <20 <0.30 <3.0 <5.0
<50 <S.0 <20 <0.30 <3.0 NA
<50 <5.0 <20 <0.30 <3.0 <5.0
<50 <5.0 <20 <0.30 <3.0 <5.0
<50 9.2 <20 <0.30 <3.0 <5.0
<50 6.7 <20 <0.30 <3.0 <5.0
31 <10 <20 <0.30 <3.0 <5.0
<50 6.2 <20 <0.30 <3.0 <5.0
<50 <5.0 <20 <0.30 <3.0 <5,0
<50 <5.0 <20 <0.30 <3.0 <5.0
<50 <5.0 <20 <0.30 <3,0 <5.0
<50 <5.0 <20 <0,30 <3.0 <5.0
<50 <5.0 <20 <0.30 <3.0 <5.0
<50 <5.0 <20 <0.30 <3.0 <5.0
<50 <5 0 <20 <0.30 <3.0 <5.0
1000 50 5000 15
---
Chlor<r-I, 1-Dichloro-1,1-Dichloro-
Sample o .. e form ethane c1hene
location (uall) (ulZ/L) (U"/1)
VIL Effluent 7/8/1999 <1.0 <1.0 <1.0
8/5/1999 <1.0 <1.0 <1.0
9/9/1999 <1.0 <LO <1.0
10/14/1999 <1.0 <1.0 <1.0
11/3/1999 <1.0 <1.0 <1.0
1213/1999 <1.0 <1.0 <1.0
V17/2000 <1.0 <1.0 <1.0
3/912000 <LO <1.0 <LO
4/7/2000 <LO <LO <1.0
518/2000 <LO <1.0 <1.0
6/9/2000 <1.0 <1.0 <1.0
7/7/2000 <LO <1.0 <1.0
8/2/2000 <1.0 <1.0 <1.0
912snooo <LO <LO <10
10/12/2000 <LO <1.0 <1.0
1/18/2001 ... No< Swnpled
4/24/2001 <1.0 <1.0 <1.0
51312001 <1.0 <1.0 <1.0
112onoo1 <1.0 <1.0 <1.0
10/18/2001 <LO <1.0 <1.0
12/28/2001 <1.0 <1.0 <1.0
1/15/2002 <1.0 <1.0 <LO
7/Jln002 No< Sampled
10130/2002 <1.0 <1.0 <1.0
1/28/2003 <1.0 <1.0 <1.0
4/3/2003 <1.0 <1.0 <1.0
7/1012003 <1.0 <1.0 <1.0
10/30/2003 <1.0 <1.0 I
1/13/2004 <LO <1.0 9.8
415/2004 <1.0 <1.0 <1.0
612812004 Not Sampled
10/21/2004 <LO <1.0 8.5
1/27/2005 <1.0 <1.0 <LO
5/4/2005 <LO <1.0 <LO
8125/2005 <LO <1.0 <LO
10130/2005 <LO <1.0 <LO
1/28/2006 <1.0 <1.0 <1.0
413012006 <1.0 <1.0 <1.0
RPS. 3500 7
RPS: Remediation Performance Standard
NA: Not Analyzed
Cis/trans-1,2-
Dichloroc:thenc
(unll)
<1.0
<LO
<LO
<1.0
<1.0
<1.0
<10
<1.0
<LO
<1.0
<1.0
<1.0
<1.0
<LO
<LO
<1.0
<1.0
<1.0
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<2.0
<2.0
1.0
<2.0
<1.0
<1.0
<1.0
<1.0
<1.0
70
.. TABLE 6 (Page 2 of2)
EFFLUENT ANALYTICAL RESULTS
UPPER/LOWER J\'IAC01"
"'1acon Dockery Site
Richmond County, North Carnlina
Methylene Tetn.1chloro-1,1,1-Trichloro-Trichloro-
chloride ethcnc e"""" cthenc Toluene
(uoll ) (unll) (uir/L) (ulZIL) (unfl )
<2.0 <1.0 <1.0 <1.0 <1.0
<2.0 <1.0 <1.0 <1.0 <1.0
<2.0 <1.0 <1.0 <1.0 <1.0
<2.0 <1.0 <1.0 <1.0 <1.0
<2.0 <LO <1.0 <1.0 <1.0
<2.0 <1.0 <1.0 <1.0 <1.0
<2.0 <1.0 <1.0 <1.0 <1.0
<2.0 <1.0 <1.0 <1.0 <1.0
<2.0 <1.0 <1.0 <1.0 <1.0
<2.0 <LO <1.0 <1.0 <1.0
<2.0 <I 0 <1.0 <LO <1.0
<2,0 <1.0 <1.0 <1.0 <1.0
<2.0 <1.0 <1.0 <1.0 <1.0
<2.0 <1.0 <1.0 <I 0 <1.0
<2.0 <1.0 <1.0 <1.0 <1.0
System Down ... ...
<2.0 <1.0 <1.0 <1.0 <1.0
<2,0 <1.0 <1.0 <1.0 <1.0
<2.0 <LO <1.0 <1.0 <1.0
<2.0 <1.0 <1.0 <1.0 <1.0
<2.0 <1.0 <I 0 <1.0 <1.0
<2.0 <1.0 <1.0 <1.0 <1.0
System Down
<2.0 <1.0 <1.0 <1.0 <1.0
<2.0 <1.0 <1.0 <1.0 <1.0
<2.0 <1.0 <1.0 <1.0 <1.0
<2.0 <1.0 <1.0 <LO <1.0
<2.0 <1.0 <1.0 <1.0 <1.0
<5.0 1.9 <1.0 <LO <1.0
<5.0 1.6 <1.0 <1.0 <1.0
System Do=
<5.0 13 <1.0 <1.0 <1.0
<2.0 <1.0 <1.0 <1.0 <1.0
<2.0 <1.0 <LO <1.0 <1.0
<2.0 <1.0 <1.0 <LO <1.0
<2.0 <1.0 <LO <1.0 <1.0
<2.0 <1.0 <1.0 <1.0 <1.0
<2.0 <1.0 <LO <1.0 <1.0
200 2.8 IOOO
--liiiliiil liiiil
Suspended
Chromium Barium Mmigancsc Zinc Cadmium Lead Solids
(ul!/L) (ug/L) (ug/L) (u!!IL) (ug/L) {ug/L) (m"n)
<IO <50 <5.0 <20 <0.30 <3.0 <5.0
<JO <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
<10 <50 <5.0 <20 <0.30 <3.0 <5.0
<IO <50 <5.0 <20 <0.30 <3.0 <5.0
<10 <50 <5.0 <20 <0.30 <3.0 <5.0
<10 <50 <5.0 <20 <0.30 <3.0 <5.0
<IO <50 <5,0 <20 <0.30 <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
<10 <50 <5.0 27 <0.30 <3.0 <5.0
<10 <50 <5.0 <20 <0.30 <3.0 <5.0
Not Sampled System Dowe . ..
<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
<10 <50. <5.0 <20 <0.30 <".J.O <5.0
<10 <50 <5.0 <20 <0.30 <3.0 <5.0
Not Sampled System Dowo
<10 64 <5.0 <20 <0.30 <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
<IO <50 18 <20 <0,30 <3.0 <5.0
<IO <50 29 24 <0.30 <3.0 20
<10 <50 <5.0 <20 <0.30 <3.0 <5.0
No< 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
NA 30 NA <20 <0.30 <1.5 <5.0
<5.0 34 <5.0 <20 <0.30 NA <5.0
<5.0 37 <5.0 <20 <0.30 <1.5 <5.0
<5.0 35 <5.0 <20 <0.30 <1.5 <5.0
<5.0 5.8 <5.0 37 <0.30 <!.5 <5.0
50 IOOO 50 5000 15
------
I, I -Dichloro-1,1-Dichloro Cis.itrans-1,2-Tetmchloro-
Sample o~, ""''" ethene Dichlorocthene ethene
Location (uu/1.) (u<'fl) full.IL) (mdL)
UD lntluent 2/13/1996 4.8 !SOE u 13
2/13/1996 7.7 130 <1.0 <LO
2/14/1996 4.3 89E 12 <LO
2114/1996 6 5 100 <1.0 <1.0
2/14/1996 4.4 120E 1.4 13
2/14/1996 4.0 110 <1.0 <10
2/15/1996 4.5 130E 12 14
2/15/1996 5.5 140 2 <1.0
2/16/1996 7.5 160 <LO <1.0
2/17/1996 5.7 !SOE 1.7 2.1
2/17/1996 5.5 120 <1.0 <1.0
2/22/1996 5.4 !SOE 1.4 <1.0
2/22/1996 4.9 96 <LO <1.0
2/2811996 6.4 200E 1.9 I
]128/1996 6.8 240 <1.0 <LO
3/&/1996 5.2 lJO 1.7 <1.0
4/3/1996 3.6 160E LI 1.6
413/1996 3 92 <1.0 <1.0
51311996 4 )30 <1.0 <LO
6/5/1996 2 110 <1.0 <1.0
7/1/1996 2 77 <1.0 <1.0
8/1/1996 6.1 220 <5.0 <5.0
11/7/1996 <IO 240 <IO <IO
11/7/1996 NA NA NA NA
2/5/1997 <25 100 <25 <25
5/1411997 <1.0 56 <1.0 <1.0
8n/l997 <1.0 39 <LO <1.0
11/13/1997 <2 88 <2 <2
2/5/1998 <1.0 74 <1.0 <1.0
5/7/1998 <5.0 110 <5.0 <5.0
7/9/1998 <5.0 69 <5.0 <5.0
8n/1998 <5.0 120 <5.0 <5.0
11/4/1998 <5.0 140 <5.0 <S.O
2/11/1999 <5.0 75 <S.O <5.0
5/12/1999 <5.0 110 <5.0 <5.0
815/1999 <5.0 110 <5.0 <5.0
11/3/1999 <5.0 150 <5.0 <5,0
5/912000 <5.0 64 <5.0 <5,0
8/3/2000 <5.0 62 <5.0 <5.0
1/18.12001 <5_0 76 <5.0 <5.0
7/1112001 10 68 <5.0 <5.0
1/1612002 <5.0 82 <5.0 <5.0
7/31/2002 <IO 220 <IO <10
1ns12003 NOT SAMPLED SYSTEM
7/10/2003 <5.0 160 <5.0 <5.0
1/13/2004 5.8 98 <IO <5.0
6n&12004 6.6 l20 <IO <5.0
1n112oos 10 73 7.3 <3.0
8/25/2005 13 46 9.7 <1.0
1/28/2006 <1.0 98 7.5 <1.0
Remediation Performance St 3500 7 70 I
--.. TABLE 7
Influent Analytical Results
Upper Dockery
Macon/Dockery Site
Richmond County, North Carolina
I, U-Trichlor0< Trichloro-Total
"""'" ethleoe Toluene Xylenes Acetone
(U!!IL) (ulUL) ruJZ!L) (uni!) (uni! )
54 8 3 3.1 <IO
33 <1.0 <1.0 <3.0 <)0
55 4.5 <1.0 <3.0 <10
34 5.3 <1.0 <3.0 <10
50 7.9 <LO <3.0 <10
48 7.8 <1.0 <3.0 <IO
54 83 <LO <3.0 <IO
56 8.6 2.8 <3.0 <IO
64 10 <1.0 <3.0 <10
62 9.4 <1,0 <3.0 <10
42 6.4 <1.0 <3.0 <IO
52 5.7 <1.0 <3.0 <IO
48 5.5 <1.0 <3.0 <IO
19 5.3 <1.0 <3.0 <IO
50 <1.0 <1.0 <3.0 <IO
55 3.8 <1.0 <J.O <IO
38 5.6 <1.0 <3 0 <IO
25 3.9 <1.0 <3.0 <IO
38 4.8 <LO <3.0 <IO
5.2 <1.0 2.8 <3.0 <IO
25 3.6 <1.0 <3.0 <IO
52 5.7 <S.O <15 <50
54 <10 <10 <JO 2100
NA NA NA NA ,so•
31 <25 <25 <75 <250
16 3.5 <1.0 <3.0 <10
)3 2.2 <1.0 <3.0 <10
16 4.2 <2 <6 <20
18 7.3 <1.0 <3.0 <IO
24 <5.0 <5.0 <15 110
17 <5,0 NS NS NS
20 6.4 <5.0 <5.0 <50
21 <S.O <5.0 <15 <50
)3 7.0 <5.0 <15 <50
20 9.4 <5.0 <15 <50
23 5.0 <5.0 <15 <50
26 5.0 <5.0 <15 <50
8.9 <5.0 <5.0 <15 <50
10 <5.0 <5.0 <15 <50
)2 <5.0 <5.0 <15 <50
)4 9.9 <5.0 <15 <50
9.8 <5.0 <5.0 <15 <50
21 <10 <10 <30 <100
00\\~
14 5.7 <5.0 <15 <50
5.5 24 <5.0 <IO <120
7.9 19 <5.0 <IO <120
4.6 20 <2.0 <3.0 <IO
2.6 28 <1.0 <3.0 <IO
5.4 18 <1.0 <-J.O <IO
200 2.8 1000 400 3500
-llilll ..
Manga-
Chromiwn Barium "'~ Zinc L<rul Suspended Solids
(""" ) (unll) (unll) (unfl) (uni!) <maa)
20 92 64 33 3.1 51
<IO <50 <5.0 <20 <3.0 <5.0
12 53 14 <20 <3.0 52
<IO <50 <5.0 <20 <3.0 <5.0
. II 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 II <20 <3.0 <S.O
<IO 55 12 <20 <3.0 8
<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 8
II 52 <5.0 <20 <3.0 <5.0
<IO <50 <S.O <20 <3.0 <5.0
16 58 <5.0 <20 <3.0 <5.0
<10 <50 <5.0 <20 <3.0 <S.O
<10 <50 <5.0 <20 <3.0 5
II <50 5.5 <20 <3.0 )0
19 61 9.5 <20 <3.0 <5.0
NA NA NA NA NA NA
12 51 <5.0 <20 <3.0 <5 0
<IO 58 5.3 <20 <3.0 <S.O
<IO <50 <5.0 <20 <3.0 <S.O
14.7 55.6 10.3 <20 <3.0 <S.O
42 65 78 <20 <3.0 36
16 50 58 <20 <3.0 <5.0
NS NS NS NS NS NS
)3 50 <S.O <20 <J.O <5 0
23 93 61 <20 <3.0 96
II 62 <5.0 <20 <3.0 8.0
13 59 7.2 <20 <3.0 38
14 66 <5.0 <20 8.9 <5.0
)3 60 <5.0 <20 <3.0 <5.0
)4 65 <5.0 <20 <3.0 <5.0
<IO 77 <5.0 <20 <3.0 <5.0
<10 110 32 <20 <3.0 <5.0
31 110 74 <20 3.3 280
<IO 93 65 <20 <3.0 <5.0
<IO 54 <S.O <20 <3.0 5
NOT SAMPLED SYSTEM DO~
<IO 91 6.1 <20 <3.0 <5.0
<IO 52 <5.0 <20 <3.0 9
10 54 <5.0 <20 <3.0 <5.0
<IO 68 <5.0 <20 <3.0 <5.0
II 70 <5.0 <20 NA <5.0
7.4 89 <5.0 <20 <LS <5.0
50 1000 50 5000 15
---..
Sample Date Chloroform
Location (ul!IL)
LD Influent 2/13/1996 Ll
2/14/1996 1.3
2/14/19% <1,0
2/1411996 1.6
2/14/1996 <1.0
2/15/1996 1.2
2/16/1996 3.3
2/22/1996 2.5
'1J2S/1996 u
2/28/1996 <1.0
3/8/1996 2
4/3/1996 <1.0
5/3/1996 <1.0
6/5/1996 <1.0
8/1/1996 <2.0
11/7/1996 <2.0
3/12/1997 <5.0
5/14/1997 <1.0
8/7/1997 <1.0
11/13/1997 <1.0
2/5/1998 <1.0
5/i/1998 <1.0
8/7/1998 <1.0
11/4/1998 <1.0
•2111/99 <1.0
5/12/1999 <1.0
&15/1999 <1.0
I l/2/1999 <1.0
5/9/2000 <1.0
8/3/2000 <1.0
1/18/2001 ..
7/11/2001 ..
9121/2001 <1.0
l/16/2002
7/31/2002
1/28/2003
3/1412003 <1.0
7/1012003 <1.0
1/13/2004 <1.0
6/28/2004
1/27/2005
&/25/2005
1/2812006
Remediatib! Pe I ug/L -micrograms per Iller
DUP -Duplicate
I
-
I.I -Dichiaro-1,1 -Dichloro-
ethane ethenc
(unil ) (uofl)
80 33
IIOE 43
80 13
94E 39
64 16
82 32
95 35
5.8 JOO
93E 33
92 35
l JO 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 7.3
22 4.6
29 5.0
22 3.6
14 2.6
20 2.9
23 2.5
System no ..
System no ..
<1.0 I <1.0
System Do=
System Do=
System Do=
18 4.5
8.9 <1.0
6.5 <1.0
System Suspended
System Suspended
System Suspended
System Suspended
3500 7
--
Cisttrans-1,2-
Dichloro-cthene
(u1UL)
<LO
<LO
<LO
1.8
2.2
1.7
2.6
<1.0
<1.0
<1.0
<1.0
<1.0
17
Ll
<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
I <1.0 I
Not
Not
Not
<1.0
<1.0
<2.0
N'ol
Nol
Not
Not
70
TABLE 8
Influent Analytical Results
Lower Dockery
Macon/Dockery Site
Richmond County, North Carolina
Methylene I, 1.1-Trichloro-Trichloro-
chloride ""'~' ethlene Benzene
(u,vL: fo,,/LJ fulliL) (mif.J
<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 3 I 8.7 <2.0
<2.0 54 5.2 LS
<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
<JO 23 <5.0 <5.0
<2.0 23 6.2 <1.0
<2.0 18 4.1 <l.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 <LO
<2.0 9.4 19 <1.0
<20 6.8 18 <1.0
<2.0 JI 2.0 <1.0
<2.0 JO L3 <1.0
<2.0 4.4 LO <1.0
<2.0 7.4 <1.0 <I 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. l Ll <1.0
<1.0 I <1.0 <1.0
<5.0 <1.0 <1.0 <1.0
Sampled
Sampled
Sampled
Sampled
5 200 2.8 I
iiilll -.. liiil
Tow Suq,ended
Toluene Xylenes Chromium Barium Manga-nesc Zinc Cadmium Solids
iua•L) (uulL) (u,.IL) (u·") (u-:,IL) (umL) (uulL) (ff·"" )
l7 <3.0 <JO <50 260 270 <O 30 <5.0
83 <3.0 <JO <50 250 120 <0.30 <5.0
<2.0 <3.0 <JO <50 <5.0 <20 <0.30 <5.0
83 <3.0 <JO <50 240 I JO <0.30 <5.0
6.5 <3.0 <JO <50 <5.0 <20 <0.30 <5.0
5.3 <3.0 <JO <50 200 84 <0,30 <5.0
4.3 <3.0 <JO <50 190 8l <O 30 <5.0
13 3.4 14 <50 240 240 <0.30 <5.0
L3 <3.0 <JO <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 <JO <50 160 39 <0.30 <5.0
<2.0 <3.0 <JO 16 63 200 0.91 <5.0
2.5 <3.0 <JO <50 230 46 <0.30 <5.0
<2.0 <6.0 <JO <50 I JO <20 <0.30 5
<2.0 <6.0 <JO <50 230 <20 <0.30 <5.0
<5.0 <15 <JO <50 76 <20 <0.30 <5.0
<1.0 <3.0 <JO <50 150 <20 <0.30 <5.0
<1.0 <3.0 <JO <50 130 <20 <0.30 <5.0
<1.0 <3.0 <JO <50 200 <20 <I <5.0
<1.0 <3.0 <JO <50 340 <20 <0.30 71
<1.0 <3.0 <JO <50 240 <20 <0.30 <5.0
<1.0 <3.0 <JO <50 210 <20 <0.30 <5.0
<1.0 <3.0 <JO <50 270 <20 <0.30 37
<1.0 <3.0 <JO <50 260 <20 <0.30 <5.0
<1.0 <3.0 <JO <50 190 <20 160 <5.0
<1.0 <3.0 <JO <50 61 <20 <0.30 <5.0
<1.0 <3.0 <JO <50 140 <20 <0,30 <5.0
<1.0 <3.0 <JO <50 70 <20 <0,30 <5.0
<1.0 <3.0 <JO <50 1110 <20 <0.30 <5.0
System Down Not Sampled ...
System no .. Not Sampled ...
I <1.0 I <3.0 I <JO I <50 I <5 I <20 <0.30 <5.0
System Down Nol Sampled ...
System Do= Not Sampled
System Do= Not Sampled
<1.0 <2,0 <JO <50 200 <20 <0.30 <5.0
<1.0 <3.0 <JO <50 170 ,~o <0.30 <5.0
<1.0 <2.0 <JO <50 76 <20 <0.30 13
System Suspended Not Sampled
System Suspended Not Sampled
System Suspended Not Sampled
Syorm Suspended ?\ot Sampled
1000 400 50 1000 50 5000 5
--
Sample Date Chlorofonr
Location (lll!!Ll
UMSA lnlluent 2/1311996 <1.0
2/1411996 LI
211411996 <1.0
2/15/1996 <1.0
2/16/1996 <1.0
2/17/1996 <1.0
2/22/1996 LI
2/28/1996 <LO
3/8/1996 <1.0
413/1996 <LO
5/3/1996 <1.0
615/1996 <1.0
7/1/1996 <1.0
7/30/1996 <1.0
11/7/1996 <1.0
2/4/1997 <1.0
(DUP) 2/4/1997 <1.0
5/12/1997 <1.0
(DUP) 5/12/1997 <1.0
8/7/1997 <LO
11/13/\997 <2.0
215/1998 <2.0
5/7/1998 <2.0
817/1998 <JO
11/4/1998 <10
2/11/1999 <JO
5/13/1999 <25
8/5/1999 <25
11/211999 <25
2/1612000 <2.0
5/812000 <JO
8/2/2000 <10
1/1812001 <10
1111noo1 <25
l/1512002 <25
7/30/2002 <25
1/28/2003
3/1412003 <25
7/1012003 <2.0
1/13/2004 <JO
6/28/2004 <10
J/27/2005 <1.0
8/25/2005 <1.0
J/2812006 <1.0
Remedwioa Pm"ormm,c,: S11:nda:d
NA -Not Analyzed
ug/L -micrograms per liter
DUP -Duplicate
-
I, 1-Dichloro-
'"""'' IUIDL)
15
14
II
)2
7.5
9.7
JO
9.8
7.6
5.5
4.8
8.7
3.8
7.9
7.2
3.0
2.4
3.8
4.6
11.0
4.8
12.0
11.0
<JO
<JO
16
<25
<25
<25
59
18
<JO
<JO
44
<25
<25
NOT
<25
14
<JO
<10
9.9
10
17
3500
--
I, 1-Dichloro-Ci!U'trans-1,2-
ethcne Dichloro-ethen{
(unfl ) (unll )
14 19
II JO
14 II
14 II
21 17
)8 16
17 16
16 13
JO JO
16 8.5
12 6.9
22 6
II 6.9
15 JO
9.2 7.5
27 7.8
25 6.2
26 16
21 16
55 23
72 12
110 21
67 15
120 <JO
180 <JO
370 12
380 <25
490 <25
480 <25
32 37
110 26
400 <JO
75 JO
330 57
570 60
420 52
SAMPLED SYSTEM
530 73
49 4.7
160 28
180 22
96 20
55 16
87 17
70
-
Tetrachloro-
ethene
(u2'Ll
)6
7.3
17
)8
14
II
15
12
7.7
7.4
5.7
<LO
4.8
6.4
2.3
2.3
18
8.9
8.2
12
8.7
II
13
<20
<10
30
<25
<25
26
<2.0
<JO
49
<10
28
27
<25
DOWN
40
<2.0
16
13
20
12
22
-
TABLE 9
Influent Analytical Results
Macon Source Area
Macol\/Dockery Site
Richmond County, North Carolina
1,1,1-Trichloro• Trichloro-Vinyl ,than, cthlcne chloride
(uoll) (unll) (unll )
5.9 25 <1.0
7.2 JO <1.0
6.1 17 <1.0
5.9 16 <1.0
9.7 25 <1.0
7 24 <1.0
7.6 25 <1.0
5.8 21 <1.0
4.1 16 <1.0
5.4 18 <1.0
<1.0 12 <1.0
6 13 LI
4.3 12 <1.0
4.2 13 4.5
3.4 JO 2
8.8 15 <1.0
7.9 14 <1.0
5 22 <1.0
3.7 18 <1.0
6.9 17 <1.0
12 13 <2.0
24 17 6.6
16 JI 6.6
22 <10 <JO
23 <JO <JO
57 14 <JO
61 <25 <25
78 <25 <25
69 <25 <25
<2.0 2.5 54
<10 <10 <JO
54 <JO <10
<JO JO <JO
42 26 <25
25 <25 <25
<25 <25 <25
<25 <25 <25
<2.0 3.2 <20
<JO <JO <JO
<JO <JO <JO
48 8.5 L3
3. I 9.3 <10
3.9 7.0 <1.0
200 2.8
----lliil liiil
Manga-Suspended
Benzene Toluene Chromium Barium nese Zinc Cadmium Lead Merclll) Solids
(ulUL) (unlL) ( -" ) •un/L) lunlL) ru.,.IL\ luafl.) ( -" ) (u-11 l c--"-l
<LO 1.9 <JO 140 300 55 <0.30 3.5 <.2 21
1.5 <LO <JO 110 )80 <20 <0.30 <3.0 <.2 <5.0
I <1.0 <10 110 160 20 <0.30 <3.0 <.2 <5.0
L3 I <JO JOO 140 <20 <0.30 <3.0 <.2 <5.0
<1.0 <LO <JO 120 160 <20 <0.30 <3,0 0 22 <5.0
<1.0 <1.0 <JO 110 110 <20 <0.30 <3.0 <.2 <5.0
<LO <1.0 <JO 120 65 <20 <0.30 <3.0 <.2 <5.0
<1.0 <1.0 <JO 130 52 <20 <0.30 <3.0 <.2 7
<1.0 <1.0 <JO 130 41 <20 <0.30 <3.0 <.2 <5.0
<1.0 <1.0 <JO 110 27 <20 <1UO 8.2 <.2 <5.0
<1.0 <1.0 <JO 97 21 <20 <tl.30 <3.0 <.2 <5.0
<1.0 3.6 <JO 130 19 <20 <0.30 <3.0 <.2 5
<1.0 <LO II 110 13 <20 <0.30 <3.0 NA 5
<1.0 <1.0 <JO 130 13 <20 <0.30 <3 0 NA 6
<1.0 I <JO 140 9.8 <20 <11.30 <3.0 NA JO
<LO <1.0 <JO 150 24 <20 <0.30 <3.0 NA 36
<1.0 <1.0 <JO 140 17 <20 <0.30 <3.0 NA <5.0
<1.0 <1.0 <JO 120 68 <20 <0.30 <3 0 NA <S.O
<1.0 <1.0 <JO 150 55 <20 <ti.JO <3.0 NA 5
<LO <1.0 34 210 93 <20 <0,30 7.4 NA NS
<2.0 <2.0 <JO 139 <5.0 <20 <I <3.0 NA <S.O
<2.0 <2.0 <JO 190 16 <20 <0.30 <3,0 NA <5.0
<2.0 <2.0 <JO 190 50 <20 <0.30 <3.o NA <5.0
<JO <JO <10 180 34 <20 <0,30 <3.0 NA <5.0
<JO <JO <JO 180 22 <20 <0.30 <3.0 NA 5
<JO <JO <JO 200 25 <20 <0.30 <3.0 NA <5.0
<25 <25 <JO 160 14 <20 32 <3.0 NA <5.0
<25 <25 <JO 140 12 <20 <0.30 5.9 NA <5.0
<25 <25 <JO 180 13 <20 <0,30 <3.0 NA <5.0
<2.0 <2.0 <JO 290 53 <20 <0.30 <3.0 NA <5.0
<JO <JO <JO 350 76 <20 <0.30 <3.0 NA <5.0
<10 <10 <10 170 13 <20 <0.30 <3.0 NA <5.0
<JO <10 <JO 98 <5.0 <20 <0,30 <3.0 NA <5.0
<25 <25 <JO 360 <5.0 <20 <0.30 <3.0 NA <5.0
<25 <25 <JO 340 52 <20 <0.30 <3.0 NA <S.0
<25 <25 <10 340 <5.0 <20 <0.30 <3.0 NA <5.0
NOT ~AMPLED SYSTEM DOWN
<25 <25 <JO 340 <5.0 <20 <0.30 <3.0 <0.20 <5.0
<2.0 <2.0 <JO 370 93 96 <0.30 <3.0 NA <5.0
<JO <10 <10 160 <5.0 <20 <0,30 <3.0 NA 7
<JO <JO <JO 180 <S.O <20 <0.30 <3.0 NA <5.0
<1.0 <1.0 <10 200 10 <20 <0.30 <3.0 NA <5.0
<1.0 <1.0 <5.0 130 <5.0 <20 <0.30 NA NA 60
<1.0 <1.0 5.7 170 6.7 <20 <0.30 <1.5 NA <S.0
JOOO 50 1000 50 5000 15
- ---
Sample Date Chloro-fom1
Location (uWL)
UM lnfluen1 2/22/1996 6
2/23/1996 3
2/24/1996 1.4
2/25/1996 12
2/28/1996 3.5
3/8/1996 <1.0
3/16/1996 <1,0
4/3/1996 <1.0
6/5/1996 <1.0
7/1/1996 <1.0
7/30/1996 <1.0
11/7/1996 <1.0
214/1997 <1.0
5/1211997 <1.0
8/7/1997 <1.0
11/13/1997 <1.0
215/1998 <1.0
5/7/1998 <1.0
8/7/1998 <1.0
11/4/1998 <1.0
2111/1999 <1.0
5/13/1999 <1.0
8/5/1999 <1.0
11/3/1999 <1.0
2/16/2000 <1.0
5/8/2000 <1.0
8/2/2000 <1.0
1/18/2001 ...
7/11/2001 <5.0
1/15/2002 <1.0
7/31/2002
1/28/2003 <1.0
7/10/2003 <1.0
1/13/2004 <5.0
6/2812004
1/27/2005 <1.0
8/25/2005 <1.0
In&/2006 <1.0
Remediation Performance St I
NA -Nol Analyzed
ug/L -micrograms per liter
DUP -Duplicate
--
1,1 -Dichloro-1,1-Didiloro
ethane ethene
(uidL) (ull/L)
4.1 1.6
4.5 1.6
4.6 1.8
<1.0 2.2
5.8 1.4
4.7 I
5.5 1.8
4.4 1.6
4.9 1.8
3.8 I.I
4.1 2.1
5.3 1.9
5.5 1.6
II 2.5
5.8 1.8
5.l I.I
6.9 1.6
5 1.8
3.6 1.6
2.9 1.4
4.3 2
4.4 3.4
4.1 3.3
4.2 5.6
3 3.1
3.9 10
4.5 16
No< Sampled
9.7 37
2.6 32
Nol Sampled
<1,0 19
<1.0 <1.0
<5.0 49
No< Sampled
5.0 75
43 51
32 38
3500 7
-
Cis/trans-1,2·
Dichloroethcne
(,wn)
5.8
6.4
6.4
66
86
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
3.7
5.1
8.1
6.5
6.1
4.0
6.3
8.7
7.6
7.4
1.2
<1.0
<IO
6.8
5.1
4.0
70
---
Methylene
chloride
(uit/L)
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<1.0
<2.0
<2.0
<1.0
<1.0
<2.0
<2.0
<2.0
<2.0
<1.0
<2.0
<2.0
<2.0
<1.0
<2.0
<1.0
<2.0
<2.0
<2.0
<2.0
<1.0
System
<10
<4.0
System
<1.0
<1.0
<25
System
<2.0
<2.0
<2.0
5
TABLE 10
Influent Anatytical Results
Upper/Lower Macon System
Macon Dickery Site
Richmond County, North Carolina
Terrachloro-I, l, 1-Trichloro-Trichloro-
cthene ethane ethene
(uon) (uuiL) (···" )
4.8 <1.0 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
<1.0 <1.0 9.8
3.3 <1.0 7.6
3.3 <1.0 9.8
2.3 <1.0 8.3
2.5 <1.0 8.2
<1.0 4.5 4.1
2.1 <1.0 8.1
1.6 <1.0 3.9
I.I <1.0 5.9
2.5 <1.0 5.8
1.2 <1.0 6.2
<1.0 <1.0 3.6
I <1.0 4.4
1.6 <1.0 5.3
Ll <LO 4.2
1.5 I 4.2
1.2 <1.0 2.8
2.3 1.6 3.2
4.2 26 ,.,
Do= ... ...
7.3 8.6 6.7
6.5 4 3.9
Do-.
2.8 1.8 <1.0
<1.0 <1.0 <1.0
9.4 <5.0 <5.0
Doan
14 4.5 4.4
9.6 3.6 3.4
0.3 2.5 2.8
I 200 2.8
---liiiil
~langa-Suspended
Toluene Chromium Barium "'~ Zinc Cadmium Lead Solids
(u-" l (u-n) (uoiL) (uo/L) (u·-" l (u-" ) (u11iL) (mv/L)
15 <IO <50 36 120 <ti.JO 4.8 <5.0
12 <IO <50 31 110 <0.30 4.5 <5.0
9.7 <IO <50 30 110 <0.30 3.6 <5.0
9.2 <IO <50 28 110 <0.30 3.4 <S.O
2.9 <IO <50 18 40 <0.30 <3.0 <S.O
<1.0 <IO <50 13 50 <0.30 <3.0 <5.0
<1.0 <IO <50 20 50 <0.30 <J.O <5.0
<1.0 <IO <50 9.3 26 <0.30 3 10
3.2 <IO <50 <5.0 22 <0.30 <3.0 13
<1.0 <IO <50 <5.0 <20 <0.30 <3.0 <5.0
<1.0 <IO <50 <5.0 <20 <0.30 <3.0 <S.O
<1.0 <IO <50 <5.0 <10 <0.30 <3.0 <5.0
<1.0 <IO 36 <5.0 <10 <0.30 <3.0 <S.0
<1.0 <IO <50 12 <20 <0.30 <3.0 <S.O
<1.0 <IO <50 7.2 <20 <0.30 <3.0 NA
<1.0 <IO <50 28.7 <10 <0.30 <3.0 <S.O
<1.0 <IO <50 8.4 <20 <0.30 <3.0 5
<1.0 <IO <50 16 <20 <0.30 <3.0 <5.0
<1.0 <IO <50 13 <20 <0.30 <3.0 <5.0
<1.0 <IO <50 52 <20 <0.30 <3.0 <S.O
<1.0 <IO <50 14 <20 <0.30 <3.0 <5.0
<1.0 <IO <50 II <20 49 <3.0 <5.0
<1.0 <IO <50 <5.0 <20 <0.30 7.2 <5.0
<1.0 <IO <50 <5.0 <20 <0.30 <3.0 <5.0
<1.0 <IO <50 <5.0 <20 <0.30 <3.0 <5.0
<1.0 <IO <50 <5.0 <20 <0.30 <3.0 <5.0
<1.0 <10 <50 <5.0 <20 <0.30 <3.0 <5.0
Not Sampled System Do= ...
<5.0 <IO <50 15 <20 <0.30 <3.0
<1.0 <IO <50 13 <20 <0.30 <3.0 <5.0
Not Sampled System Do=
<1.0 <IO <50 19 <20 <0.30 <3.0 " <1.0 <IO <50 <5.0 22 <0.30 <3.0 <S.0
<5.0 <IO 52 <5.0 <20 <0.30 <3.0 10
Not Sampled System Do=
<1.0 <IO <50 <5.0 <20 <0.30 <3.0 <5.0
<LO <5.0 34 <5.0 <20 <0.30 NA <5.0
<1.0 <5.0 39 <5.0 <20 <0.30 <1.5 <S.O
1000 50 1000 50 5000 5 15
----
Sample o~, Chloro-fonn
Location (uR/L)
LM Influent 2/22/1996 14
"1./23/1996 13
212411996 8.9
2/25/1996 8.2
2/28/1996 3
3/&/1996 <1.0
3/16/1996 <1.0
413/19% <1.0
5/3/1996 <1,0
615/1996 <1.0
7/30/1996 <1.0
I ln/1996 <1.0
2/411997 16
(DUPJ 2/4/1997 1.5
5/12/1997 <1.0
8/7/1997 <1.0
11/13/1997 <1.0
2/5/1998 <1.0
5/7/1998 <1.0
817/1998 <1.0
11/4/1998 <1.0
2/11/1999 <1.0
5/13/1999 <1.0
815/1999 <1.0
11/3/1999 <1.0
2/16/2000 <1.0
5/8/2000 <1.0
8/2/2000 <1.0
l/1&!2001 ...
7/11/2001 <1.0
1/15/2002 <1.0
7/31/2002
1/28/2003 <1.0
7/10/2003
1/13/2004 <1.0
6nsno04
1/27/2005 <1.0
8/25/2005 <10
112812006 <1.0
Remc:diat1on Performance St
NA -Not Analyzed
ug/L -micrograms per hter
□UP -Duplicate
--
I, I -Dichloro-I, I -Dichlor
"""'" """'" (uoll ) (u<>IT)
26 9.1
29 II
30 13
31 13
32 15
9.5 1.6
8.1 1.8
7.3 2.6
8.6 2.7
12 4.7
17 6.6
11 3.3
9.8 2.1
9.0 18
5.3 2.4
13.0 <1.0
9.5 18
13.0 19
12,0 2.5
16.0 11
13.0 1.3
13.0 2.2
10.0 14
7.8 LO
2.0 <1.0
<1.0 <1.0
19 <1.0
11.0 2.7
N"ot Sampled
6.1 2.8
4.5 L7
No< Sampled
<1.0 <1.0
Not Sampled
17 1.3
No< Sampled
<1.0 3.3
1.2 12
2.1 23
3500 7
----
Cis/trans-1,2-Methylene
Dichloroethc:ne chloride
(,wn) (uR/LJ
4.4 <2.0
4.9 <2.0
4.9 <2.0
5 <2.0
5.6 <2.0
2.4 <2.0
2.4 <2.0
2.3 <2.0
2.9 <2.0
3.4 <2.0
<LO <.!.0
2.2 <2.0
2.4 <2,0
21 <2.0
6.4 <2.0
12 <2.0
<10 <.!.0
12 <2.0
16 <2.0
1 <2.0
<1.0 <2.0
1J <2.0
<1.0 <2.0
<1.0 <2.0
I.I <2.0
14 <2.0
<1.0 <2.0
12 <2.0
S>·stem
LO <.!.0
<1.0 <2.0
System
<LO <2.0
System
<2.0 <5.0
System
<2.0 <2.0
14 <20
2.9 <2.0
70
TABLE 10
Influent Analytical Results
Upper/Lower Macon System
Macon Dickery Site
Richmond County, North Carolina
Tetrnchloro-U,1-Trichloro-Trichloro-
c:thc:nc: ethane erhc:nc
(uWLJ (u.,/l.) (ui,/1.)
2 14 3.3
2. I 15 ] 6
2.7 17 4.5
2.6 17 4.4
2.4 17 4
<1.0 2.5 I.I
<1,0 3.4 14
I 4 4.7
<1.0 4.2 4.6
<1.0 5.3 4.9
<1.0 6.7 4.1
<1.0 5.2 4.5
<1.0 4.4 3.7
<1.0 3.8 3.1
2 <1.0 8.3
<1.0 4.4 3.3
<1.0 3.3 19
<1.0 4.1 3.4
<1.0 4.1 3.7
<1.0 4.4 3.5
<1.0 4.1 3.0
<1.0 3.7 3.6
<1.0 4.1 3.7
<1.0 3.4 2.4
<1.0 <1.0 1
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 4.7 5.1
Do-. ... .. .
<1.0 2.8 3.4
<1.0 12 14
Do-.
<1.0 <1.0 <1.0
Do-.
<1.0 <1.0 18
D0.,.,11
<1.0 <1.0 <1.0
3.1 <1.0 <1.0
5.5 16 2.0
20-0 2.8
--lllil iiiil liiil
!\langa-Suspended
Toluene Chromium Barium ,= Zmo Cadmium L,ad Solids
(u.,-/l) (uA)'L) (1111/1) iU,WL) (ug/L) {ul!JLJ (112/1.) (m•ff)
15 <10 77 130 120 <0.30 5.5 <S.O
18 <10 81 140 130 <0.30 5 <5.0
17 <10 86 160 160 <0,30 4.4 <5.0
15 <10 86 160 160 <0,30 3.2 <5.0
4.2 <10 100 150 240 <0.30 3.3 <5.0
<1.0 <10 <50 72 52 <0.30 <3.0 7
<1.0 <10 <50 53 57 <0.30 <3.0 <5.0
<1.0 <10 <50 72 44 <0.30 <3.0 7
<1.0 <10 24 31 27 <0.30 <3.0 <5,0
4.6 <10 <50 21 24 <0.30 <3.0 5
<1.0 <10 <50 20 <20 <0.30 <3.0 6
<1.0 <10 <50 6.4 <20 <0.30 <3.0 <5.0
<1.0 <10 34 19 <20 <0.30 <3.0 <5.0
<1.0 <10 34 16 <20 <0.30 <3.0 <5.0
<1.0 <10 <50 <5.0 <20 <0.30 <3.0 <5.0
<1.0 <10 <50 <5.0 <20 <0.30 <3.0 NA
<1.0 <1.0 <50 55.1 <20 <0.30 <3.0 <5.0
<1.0 <10 <50 II <20 <0.30 <3.0 <5.0
<1.0 <10 <50 <5.0 <20 <0.30 <3.0 <5.0
<1.0 <10 <50 17 <20 <0.30 <3.0 <5.0
<1.0 <10 58 99 <20 <0.30 5.0 40
<1.0 <10 <50 8.8 <20 <0.30 <3.0 9.0
<1.0 <10 <50 70 <20 25 <3.0 <5.0
<1.0 <10 <,0 <5.0 <20 <0.30 6.4 <5.0
<1.0 <10 <50 6.1 <20 <0.30 <3.0 <5.0
<1.0 <10 <50 6.0 39 <0,30 <3.0 <5.0
<1.0 <10 <50 6.4 <20 <0.30 <3.0 <5.0
<1.0 <10 <50 <5.0 <20 <O ]0 <3.0 <5.0
Nol Sampled System Do= ...
<1.0 <10 <50 7.3 <20 <0.30 <3.0 12
<1.0 <10 <50 8.6 <20 <0.30 <],0 <5.0
Not Sampled System Do-.
<1.0 <10 <50 8.2 <20 <1l 30 <3.0 20
Not Sampled System Do,n
<LO <10 <50 <5.0 <20 <0.30 <3.0 II
No< Sampled System Do=
<1.0 <10 <50 <S.O <20 <0,3 <3.0 <5.0
<1.0 <S.O 25 <5.0 <20 <0.30 NA <5,0
<1.0 <5,0 26 <S.O <20 <0.30 <1.5 <S.O
1000 50 1000 50 5000 15
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
Upper
Dockerv
MW 15*
Table 11
Groundwater Elevation Data
Macon/Dockery Site
Richmond Countv, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
2/12/1996 257.10 36.47
2/14/1996 36.96
2/15/1996 37.43
2/23/1996 38.80
2/28/1996 37.07
5/2/1996 38.08
6/5/1996 37.04
7/1/1996 38.76
7/31/1996 40.25
11/8/1996 38.56
2/5/1997 37.45
5/12/1997 37.07
8/5/1997 38.66
11/12/1997 42.23
2/4/1998 33.45
5/5/1998 33.55
8/5/1998 40.74
11/3/1998 44.12
2/10/1999 43.16
5/12/1999 44.94
8/5/1999 45.57
11/2/1999 46.12
2/16/2000 40.91
5/8/2000 40.78
8/3/2000 42.85
1/18/2001 43.28
7/11/2001 43.11
1/16/2002 46.56
7/31/2002 44.86
1/28/2003 38.18
7/10/2003 33.72
1/13/2004 42.20
6/28/2004 43.89
1/27/2005 46.91
7/30/2005 45.25
Corrected
Groundwater
Elevation (ft)
220.63
220.14
219.67
218.30
220.03
219.02
220.06
218.34
216.85
218.54
219.65
220.03
218.44
214.87
223.65
223.55
216.36
212.98
213.94
212.16
211.53
210.98
216.19
216.32
214.25
213.82
213.99
210.54
212.24
218.92
223.38
214.90
213.21
210.19
211.85
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
MW 15A
Table 11
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
l I /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
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
MW 18
Table 11
Groundwater Elevation Data
Macon/Dockery Site
Richmond Countv, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
2/12/1996 242.54 30.99
2/14/1996 32.80
2/15/1996 33.62
5/2/1996 34.40
6/5/1996 32.30
7/1/1996 34.02
7/31/1996 36.50
11/8/1996 37.96
2/5/1997 35.13
5/12/1997 34.03
8/5/1997 33.90
11/12/1997 37.84
2/4/1998 30.26
5/5/1998 36.90
8/5/1998 42.56
11/3/1998 46.49
2/10/1999 45.18
5/12/1999 46.27
8/5/1999 43.52
11/2/1999 45.67
2/16/2000 37.65
5/8/2000 37.72
8/3/2000 40.21
Iii 8/2001 37.26
7/11/2001 39.40
1/16/2002 40.73
7/30/2002 38.68
1/28/2003 32.55
7/10/2003 24.95
1/13/2004 37.42
6/28/2004 38.91
1/27/2005 39.10
7/30/2005 38.88
Corrected
Groundwater
Elevation (ft)
211.55
209.74
208.92
208.14
210.24
208.52
206.04
204.58
207.41
208.51
208.64
204.70
212.28
205.64
199.98
196.05
197.36
196.27
199.02
196.87
204.89
204.82
202.33
205.28
203.14
201.81
203.86
209.99
217.59
205.12
203.63
203.44
203.66
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
m
I
D
Well
Number
MW20
Table 11
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
2/12/1996 265.15 24.34
2/14/1996 25.34
2/15/1996 25.65
5/2/1996 22.47
6/5/1996 27.25
7/1/1996 27.80
7/31/1996 28.78
11/8/1996 20.12
2/5/1997 25.96
5/12/1997 24.95
8/5/1997 24.15
11/12/1997 26.35
2/4/1998 16.95
5/5/1998 19.32
8/5/1998 27.79
11/3/1998 26.43
2/10/1999 23.68
5/12/1999 27.23
8/5/1999 28.00
I 1/2/1999 23.68
2/16/2000 20.17
5/8/2000 24.32
8/3/2000 28.40
1/18/2001 30.29
7/11/2001 28.46
1/16/2002 33.49
7/30/2002 33.04
1/28/2003 23.53
7/10/2003 19.86
1/13/2004 24.14
6/28/2004 27.84
1/27/2005 31.70
7/30/2005 30.16
Corrected
Groundwater
Elevation (ft)
240.81
239.81
239.50
242.68
237.90
237.35
236.37
245.03
239.19
240.20
241.00
238.80
248.20
245.83
237.36
238.72
241.47
237.92
237.15
241.47
244.98
240.83
236.75
234.86
236.69
231.66
232.11
241.62
245.29
241.01
237.31
233.45
234.99
I
I
I Table 11
Groundwater Elevation Data
Macon/Dockery Site
I Richmond Countv, North Carolina
Well Date Surveyed Depth to Corrected
Number Casing Groundwater Groundwater
I Elevation (ft) (ft) Elevation (ft)
\1W 25* 2/12/1996 227.33 26.90 200.43
2/14/1996 26.79 200.54
I 2/15/1996 26.83 200.50
2/23/1996 27.80 199.53
2/28/1996 26.09 201.24
I 5/2/1996 25.43 201.90
6/5/1996 25.55 201.78
7/1/1996 26.26 201.07
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
11/12/1997 25.52 201.81 I 2/4/1998 25.46 201.87
5/5/1998 21.28 206.05
I 8/5/1998 28.37 198.96
11/3/1998 28.80 198.53
2/10/1999 28.82 198.51
I 5/12/1999 28.24 199.09
8/5/1999 30.77 196.56
11/2/1999 32.24 195.09
I 2/16/2000 29.93 197.40
5/8/2000 27.62 199.71
8/3/2000 31.85 195.48
I 1/18/2001 32.02 195.31
7/11/2001 NM
1/16/2002 34.24 193.09
I 7/31/2002 33.60 193.73
1/28/2003 28.90 198.43
7/10/2003 23.10 204.23
I 1/13/2004 28.13 199.20
6/28/2004 29.40 197.93
1/27/2005 32.72 194.61
I 7/30/2005 32.01 195.32
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
UD-1
Table 11
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
6/5/1996 251.50 81.78
7/1/1996 43.30
7/31/1996 83.70
11/811996 79.02
2/5/1997 81.92
5/13/1997 82.36
8/5/1997 38.02
11/12/1997 41.01
2/4/1998 33.76
5/5/1998 35.31
8/5/1998 78.03
11/3/1998 74.20
2/10/1999 74.22
5/12/1999 52.29
8/5/1999 75.77
I 1 /211999 73.43
2/16/2000 41.18
5/8/2000 72.93
8/3/2000 76.60
1/18/2001 78.24
7/11/2001 43.02
1116/2002 76.13
7/30/2002 44.08
1/28/2003 37.99
7/10/2003 66.21
1/13/2004 65.60
6/28/2004 80.12
1/27/2005 68.52
7/30/2005 75.25
Corrected
Groundwater
Elevation (ft)
169.72
208.20
167.80
172.48
169.58
169.14
213.48
210.49
217.74
216.19
173.47
177.30
177.28
199.21
175.73
178.07
210.32
178.57
174.90
173.26
208.48
175.37
207.42
213.51
185.29
185.90
171.38
182.98
176.25
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
UD-2
Table 11
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
6/5/1996 251.42 38.27
7/1/1996 38.91
7/31/1996 41.15
I 1/8/1996 41.06
2/5/1997 75.03
5/13/1997 78.95
8/5/1997 39.13
11/12/1997 42.18
2/4/1998 35.42
5/5/1998 37.41
8/5/1998 43.50
11/3/1998 78.08
2/10/1999 77.48
5/12/1999 76.76
8/5/1999 75.60
I I /2/1999 75.57
2/16/2000 42.33
5/8/2000 78.49
8/3/2000 68.05
1/18/2001 74.64
7/11/2001 68.91
1/16/2002 NM
7/30/2002 45.13
1/28/2003 38.90
7/10/2003 79.83
1/13/2004 43.58
6/28/2004 45.05
1/27/2005 70.56
7/30/2005 52.59
Corrected
Groundwater
Elevation (ft)
213.15
212.51
210.27
210.36
176.39
172.47
212.29
209.24
216.00
214.01
207.92
173.34
173.94
174.66
175.82
175.85
209.09
172.93
183.37
176.78
182.51
206.29
212,52
171.59
207.84
206.37
180.86
198.83
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
UD-3
Table 11
Groundwater Elevation Data
Macon/Dockery Site
Richmond Countv, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft\ (ft)
6/5/1996 249.66 86.42
7/1/1996 44.52
7/31/1996 86.69
11/8/1996 65.81
2/5/1997 40.12
5/13/1997 38.95
8/5/1997 39.16
11/12/1997 42.42
2/4/1998 35.32
5/5/1998 84.67
8/5/1998 83.50
11/3/1998 78.82
2/10/1999 88.09
5/12/1999 73.42
8/5/1999 72.37
11/2/1999 79.06
2/16/2000 42.50
5/8/2000 68.86
8/3/2000 75.15
1/18/2001 68.59
7/11/2001 85.70
1/16/2002 76.01
7/30/2002 84.95
1/28/2003 38.49
7/10/2003 85.24
1/13/2004 44.80
6/28/2004 68.91
1/27/2005 68.10
7/30/2005 50.81
Corrected
Groundwater
Elevation (ft)
163.24
205.14
162.97
183.85
209.54
210.71
210.50
207.24
214.34
164.99
166.16
170.84
161.57
176.24
177.29
170.60
207.16
180.80
174.51
181.07
163.96
173.65
164.71
211.17
164.42
204.86
180.75
181.56
198.85
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
UD-4
Table 11
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
6/5/1996 239.07 92.60
7/1/1996 35.82
7/31/1996 92.37
11/8/1996 83.45
2/5/1997 93.40
5/13/1997 94.10
8/5/1997 30.77
11/12/1997 34.04
2/4/1998 26.70
5/5/1998 88.35
8/5/1998 39.07
11/3/1998 62.72
2/10/1999 64.14
5/12/1999 87.15
8/5/1999 78.81
11/2/1999 77.21
2/16/2000 33.86
5/8/2000 85.88
8/3/2000 88.62
1/18/2001 34.04
7/11/2001 36.41
1/16/2002 71.33
7/30/2002 54.50
1/28/2003 29.87
7/10/2003 17.20
1/13/2004 72.30
6/28/2004 70.15
1/27/2005 70.60
7/30/2005 56.35
Corrected
Groundwater
Elevation (ft)
146.47
203.25
146.70
155.62
145.67
144.97
208.30
205.03
212.37
150.72
200.00
176.35
174.93
151.92
160.26
161.86
205.21
153.19
150.45
205.03
202.66
167.74
184.57
209.20
221.87
166.77
168.92
168.47
182.72
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
UD-5
Table 11
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
6/5/1996 239.02 28.01
7/1/1996 32.35
7/31/1996 35.00
11/8/1996 34.81
2/5/1997 32.15
5/13/1997 30.59
8/5/1997 30.20
11/12/1997 33.83
2/4/1998 26.12
5/5/1998 70.09
8/5/1998 77.23
11/3/1998 81.40
2/10/1999 45.97
5/12/1999 61.76
8/5/1999 40.68
11/2/1999 42.35
2/16/2000 33.28
5/8/2000 35.83
8/3/2000 34.63
1/18/2001 33.55
7/11/2001 36.42
1/16/2002 36.30
7/30/2002 35.43
1/28/2003 28.76
7/10/2003 16.62
1/13/2004 68.40
6/28/2004 35.11
1/27/2005 44.09
7/30/2005 56.55
Corrected
Groundwater
Elevation (ft)
211.01
206.67
204.02
204.21
206.87
208.43
208.82
205.19
212.90
168.93
161.79
157.62
193.05
177.26
198.34
196.67
205.74
203.19
204.39
205.47
202.60
202.72
203.59
210.26
222.40
170.62
203.91
194.93
182.47
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I -2
Well
Number
UD-6
Table 11
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
6/5/1996 240.91 29.60
7/1/1996 34.20
7/31/1996 32.79
11/8/1996 58.25
2/5/1997 56.03
5/13/1997 30.04
8/5/1997 31.05
11/12/1997 34.55
2/4/1998 26.56
5/5/1998 57.83
8/5/1998 64.94
11/3/1998 69.51
2/10/1999 68.86
5/12/1999 70.25
8/5/1999 68.63
11/2/1999 72.92
2/16/2000 33.52
5/8/2000 63.83
8/3/2000 34.90
1/18/2001 34.21
7/11/2001 DRY
1/16/2002 37.95
7/30/2002 35.95
1/28/2003 29.59
7/10/2003 19.36
1/13/2004 36.34
6/28/2004 36.92
1/27/2005 49.12
7/30/2005 42.50
SEW
Corrected
Groundwater
Elevation 1ft)
211.31
206.71
208.12
182.66
184.88
210.87
209.86
206.36
214.35
183.08
175.97
171.40
172.05
170.66
172.28
167.99
207.39
177.08
206.01
206.70
DRY
202.96
204.96
211.32
221.55
204.57
203.99
191.79
198.41
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
UD-7
Table 11
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
6/5/1996 255.56 33.67
7/1/1996 26.35
7/31/1996 24.78
11/8/1996 16.21
2/5/1997 80.73
5/13/1997 60.14
8/5/1997 19.81
11/12/1997 22.68
2/4/1998 11.64
5/5/1998 26.06
8/5/1998 77.38
11/3/1998 DRY
2/10/1999 80.83
5/12/1999 80.04
8/5/1999 24.23
11/2/1999 20.10
2/16/2000 16.43
5/8/2000 19.71
8/3/2000 26.46
1/18/2001 74.37
7/11/2001 25.40
1/16/2002 30.73
7/30/2002 29.70
1/28/2003 19.51
7/10/2003 18.55
1/13/2004 19.60
6/28/2004 19.19
1/27/2005 53.95
7/30/2005 78.65
Corrected
Groundwater
Elevation (ft)
221.89
229.21
230.78
239.35
174.83 ·
195.42
235.75
232.88
243.92
229.50
178.18
DRY
174.73
175.52
231.33
235.46
239.13
235.85
229.10
181.19
230.16
224.83
225.86
236.05
237.01
235.96
236.37
201.61
176.91
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
UD-8
Table II
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
6/5/1996 259.43 34.43
7/1/1996 40.21
7/31/1996 37.50
11/8/1996 34.24
5/13/1997 33.61
8/5/1997 35.27
11/12/1997 39.24
2/4/1998 29.12
5/5/1998 30.46
8/5/1998 39.37
11/3/1998 62.26
2/10/1999 67.61
5/12/1999 73.95
8/5/1999 42.15
11/2/1999 41.58
2/16/2000 35.51
5/8/2000 37.34
8/3/2000 40.00
1/18/2001 40.87
7/11/2001 40.72
1/16/2002 44.89
7/30/2002 43.17
1/28/2003 34.85
7/10/2003 18.75
1/13/2004 70.90
6/28/2004 66.30
1/27/2005 70.50
7/30/2005 80.60
Corrected
Groundwater
Elevation (ft)
225.00
219.22
221.93
225.19
225.82
224.16
220.19
230.31
228.97
220.06
197.17
191.82
185.48
217.28
217.85
223.92
222.09
219.43
218.56
218.71
214.54
216.26
224.58
240.68
188.53
193.13
188.93
178.83
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
Lower
Dockery
MWl6
Table II
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to Corrected
Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
2/1411996 159.97 31.40 128.57
2115/1996 31.72 128.25
2123/1996 32.87 127.10
51211996 32.70 127.27
61511996 31.79 128.18
71111996 31.89 128.08
713111996 33.48 126.49
111811996 33.45 126.52
21511997 30.13 129.84
511311997 33.01 126.96
81511997 33.74 126.23
1111211997 33.23 126.74
21411998 29.63 130.34
51511998 32.22 127.75
81511998 33.88. 126.09
111311998 33.43 126.54
2/1011999 32.76 127.21
5/12/1999 33.35 126.62
81511999 34.12 125.85
111211999 34.56 125.41
211612000 30.21 129.76
51812000 NIA NIA
81312000 NIA NIA
111812001 Not Measured -Obstruction
7111/2001 32.62 127.35
111612002 33.08 126.89
713112002 34.26 125.71
112812003 31.06 128.91
7/1012003 32.72 127.25
111312004 32.58 127.39
612812004 32.45 127.52
1012112004 32.34 127.63
112712005 32.24 127.73
51412005 32.45 127.52
713012005 32.91 127.06
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
MW24*
Table 11
Groundwater Elevation Data
Macon/Dockery Site
Richmond Countv. North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
2/14/1996 132.99 5.75
2/15/1996 5.95
2/23/1996 6.90
2/28/1996 6.15
5/2/1996 6.56
6/5/1996 6.35
7/1/1996 6.75
8/1/1996 6.91
11/8/1996 7.06
2/5/1997 5.44
5/13/1997 6.65
8/5/1997 7.61
11/12/1997 6.86
2/4/1998 4.98
5/5/1998 6.37
8/5/1998 7.76
11/3/1998 7.35
2/10/1999 6.59
5/12/1999 7.50
8/5/1999 8.3 I
II /2/1999 8.12
2/16/2000 5.01
5/8/2000 7.47
8/3/2000 9.15
1/18/2001 6.03
7/11/2001 7.36
1/16/2002 7.01
7/31/2002 8.28
1/28/2003 6.00
7/10/2003 7.65
1/13/2004 6.67
6/28/2004 7.42
10/21/2004 6.47
1/27/2005 6.42
5/4/2005 6.88
7/30/2005 7.06
Corrected
Groundwater
Elevation (ft)
127.24
127.04
126.09
126.84
126.43
126.64
126.24
126.08
125.93
127.55
126.34
125.38
126.13
128.01
126.62
125.23
125.64
126.40
125.49
124.68
124.87
127.98
125.52
123.84
126.96
125.63
125.98
124.71
126.99
125.34
126.32
125.57
126.52
126.57
126.11
125.93
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
LD-1
Table 11
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 161.14 32.71 128.43
7/1/1996 33.52 127.62
7/31/1996 46.27 114.87
11/8/1996 56.64 104.50
2/5/1997 31. 13 130.01
5/13/1997 56.46 104.68
8/5/1997 56.45 104.69
11/12/1997 56.47 104.67
2/4/1998 30.48 130.66
5/5/1998 55.3 105.84
8/5/1998 56.45 104.69
11/3/1998 56.42 104.72
2/10/1999 56.40 104.74
5/12/1999 56.40 104.74
8/5/1999 56.43 104.71
11/2/1999 56.43 104.71
2/16/2000 31.32 129.82
5/8/2000 56.38 104.76
8/3/2000 NIA NIA
1/18/200 I 32.59 128.55
7/11/2001 34.95 126.19
1/16/2002 34.00 127.14
7/30/2002 35.12 126.02
1/28/2003 32.09 129.05
7/10/2003 31.99 129.15
1/13/2004 33.40 127.74
6/28/2004 Not Measured -System Suspended
11/20/2004 33.18 127.96
1/27/2005 33.12 128.02
5/4/2005 33.12 128.02
7/30/2005 33.10 128.04
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
LD-2
Table 11
Groundwater Elevation Data
Macon/Dockery Site
Richmond Countv, North Carolina
Date Surveyed Depth to Corrected
Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
61511996 154.80 26.93 127.87
7/111996 26.98 127.82
7131/1996 35.50 I I 9.30
111811996 55.39 99.41
21511997 25.28 129.52
511311997 54.45 100.35
81511997 55.49 99.31
11/1211997 55.48 99.32
21411998 25.12 129.68
51511998 55.02 99.78
81511998 55.45 99.35
1113/1998 55.43 99.37
2110/1999 55.40 99.40
511211999 55.39 99.41
81511999 55.43 99.37
111211999 55.40 99.40
211612000 25.42 129.38
51812000 57.96 96.84
81312000 NIA NIA
1/18/200 I 26.66 128.14
711112001 28.13 126.67
1/1612002 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
6128/2004 Not Measured -System Suspended
1112012004 27.35 127.45
112712005 27.31 127.49
51412005 27.20 127.60
713012005 27.23 127.57
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
LD-3
Table 11
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 150.02 22.64 127.38
7/1/1996 22.70 127.32
7/31/1996 27.75 122.27
11/8/1996 35. 18 114.84
2/5/1997 20.97 129.05
5/13/1997 34.81 I 15.21
8/5/1997 36.92 I 13.10
11/12/1997 44.76 105.26
2/4/1998 20.64 129.38
5/5/1998 37.44 112.58
8/5/1998 39.58 I 10.44
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
6/2812004 Not Measured -System Suspended
11/20/2004 23.25 126.77
1/27/2005 22.98 127.04
5/4/2005 23.01 127.01
7/30/2005 22.85 127.17
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
LD-4
Table 11
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
I 1/8/1996 29.59 118.57
2/5/1997 18.96 129.20
5/13/1997 29.08 119.08 8/5/1997 30.04 118.12 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
I 1/3/1998 30.63 117.53
2/10/1999 31.09 I 17.07 5/12/1999 31.92 116.24 8/5/1999 32.77 115.39
11/2/1999 36.77 111.39
2/16/2000 19.37 128.79 518/2000 35.31 112.85
8/3/2000 36.74 111.42
1/18/200 I 20.40 127.76
7/11/2001 21.93 126.23 1/16/2002 21.93 126.23 7/30/2002 22.78 125.38
1/28/2003 20.07 128.09
7/10/2003 45.44 102.72
1/13/2004 28.60 119.56
6/28/2004 Not Measured• System Suspended
] 1/20/2004 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
Well
Number
LD-5
Table 11
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 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
I I /3/1998 45.78 122.25
2/10/1999 45.78 122.25
5/12/1999 45.74 122.29
8/5/1999 45.75 122.28
11/2/1999 45.74 122.29
2/16/2000 25.06 142.97
5/8/2000 45.42 122.61
8/3/2000 45.77 122.26
1/18/2001 29.85 138.18
7/11/2001 26.65 141.38
1/16/2002 34.35 133.68
7/30/2002 29.72 138.3 I
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 33.82 134.21
7/30/2005 33.98 134.05
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Table 11
Groundwater Elevation Data
Macon/Dockery Site
Richmond Countv, North Carolina
Well Date Surveyed Depth to
Number Casing Groundwater
Elevation (ft) (ft)
Macon Source Area
MW2 2/12/1996 231.39 37.20
4/2/1996 38.33
5/1/1996 38.78
6/5/1996 38.96
7/1/1996 40.52
8/1/1996 43.21
11/8/1996 41.32
2/4/1997 38.83
5/12/1997 34.71
8/5/1997 35.36
11/12/1997 41.54
2/4/1998 37.43
5/5/1998 32.78
8/6/1998 35.93
11/3/1998 38.19
2/10/1999 38.80
5/12/1999 39.99
8/5/1999 40.49
11/2/1999 42.33
2/16/2000 37.84 ,.
5/8/2000 38.14
8/3/2000 45.80
1/18/2001 41.19
7/10/2001 39.74
1/16/2002 43.16
7/30/2002 43.15
1/28/2003 39.50
7/10/2003 33.40
1/13/2004 37.86
6/28/2004 38.95
1/27/2005 41.82
7/30/2005 41.46
Corrected
Groundwater
Elevation (ft)
194.19
193.06
192.61
192.43
190.87
188.18
190.07
192.56
196.68
196.03
189.85
193.96
198.61
195.46
193.20
192.59
191.40
190.90
189.06
193.55
193.25
185.59
190.20
191.65
188.23
188.24
191.89
197.99
193.53
192.44
189.57
189.93
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
MW2A
Table 11
Groundwater Elevation Data
Macon/Dockery Site
Richmond Countv, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
2/1211996 230.83 37.45
2/14/1996 37.56
2/23/1996 39.78
2/28/1996 39.00
5/1/1996 38.68
6/5/1996 39.18
7/1/1996 40.37
7/30/1996 43.57
11/8/1996 40.91
2/4/1997 38.70
5/12/1997 35.06
8/511997 35.73
I I /12/1997 41.25
2/411998 37.22
5/5/1998 32.66
8/6/1998 35.76
11/311998 37.90
2/10/1999 38.45
5/12/1999 39.71
8/5/1999 40.39
11/2/1999 42.07
2/16/2000 38.05
5/8/2000 38.35
8/3/2000 42.39
1/18/2001 41.44
7/10/2001 40.65
1/16/2002 43.05
7/30/2002 43.76
1/28/2003 39.80
7/10/2003 34.10
1/13/2004 37.97
6/28/2004 39.11
1/27/2005 42.10
7/30/2005 41.90
Corrected
Groundwater
Elevation (ft)
193.38
193.27
191.05
191.83
192.15
191.65
I 90.46
187.26
189.92
192.13
195.77
195.10
189.58
193.61
198.17
195.07
192.93
192.38
191.12
190.44
188.76
192.78
192.48
188.44
189.39
190.18
187.78
187.07
191.03
196.73
192.86
191.72
188.73
188.93
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
MW3
Table 11
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
2/12/1996 220.67 26.60
5/1/1996 28.35
6/5/1996 28.16
7/1/1996 29.86
8/1/1996 30.01
11/8/1996 28.57
2/4/1997 26.03
5/12/1997 27.50
8/5/1997 26.08
11/12/1997 28.51
2/4/1998 23.79
5/5/1998 21.44
8/6/1998 23.39
11/3/1998 24.26
2/10/1999 42.46
5/12/1999 25.26
8/5/1999 26.64
11/2/1999 28.92
2/16/2000 27.05
5/8/2000 27.58
8/3/2000 29.33
1/18/2001 31.82
7/11/2001 33.10
1/16/2002 35.98
7/30/2002 37.30
1/28/2003 33.34
7/10/2003 25.35
1/13/2004 28.80
6/28/2004 30.05
1/27/2005 31.20
7/30/2005 31.15
Corrected
Groundwater
Elevation (ft)
194.07
192.32
192.51
190.81
190.66
192.10
194.64
193.17
194.59
192.16
196.88
199.23
197.28
196.41
178.21
195.41
194.03
191.75
193.62
193.09
191.34
188.85
187.57
184.69
183.37
187.33
195.32
I 91.87
190.62
189.47
189.52
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
MW5
Table 11
Groundwater Elevation Data
Macon/Dockery Site
Richmond Countv, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
2/12/1996 234.51 37.62
4/2/1996 37.94
5/1/1996 38.02
6/5/1996 38.00
7/1/1996 39.69
8/1/1996 39.50
11/8/1996 37.17
2/4/1997 35.29
5/12/1997 33.60
8/5/1997 36.05
11/12/1997 38.44
2/4/1998 32.77
5/5/1998 28.49
8/6/1998 31.72
11/3/1998 33.02
2/10/1999 33.61
5/12/1999 34.64
8/5/1999 36.71
1 I /2/1999 38.98
2/16/2000 37.11
5/8/2000 38.27
8/3/2000 39.92
1/18/2001 43.30
7/10/2001 44.69
1/16/2002 48.69
7/30/2002 50.85
1/28/2003 42.85
7/10/2003 26.17
1/13/2004 39.25
6/28/2004 41.70
1/27/2005 45.15
7/31/2005 44.78
Corrected
Groundwater
Elevation (ft)
196.89
196.57
196.49
196.51
194.82
195.01
197.34
199.22
200.91
198.46
196.07
201.74
206.02
202.79
201.49
200.90
199.87
197.80
195.53
197.40
196.24
194.59
191.21
189.82
185.82
183.66
I 91.66
208.34
195.26
192.81
I 89.36
189.73
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
MW6
Table 11
Groundwater Elevation Data
Macon/Dockery Site
Richmond Countv, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
2/12/1996 237.13 39.79
4/2/1996 41.61
5/1/1996 41.90
6/5/1996 39.05
7/1/1996 41.72
7/30/1996 44.27
11/8/1996 44.05
2/4/1997 39.08
5/12/1997 38.53
8/5/1997 39.86
11/12/1997 43.73
2/4/1998 40.43
5/5/1998 33.82
8/6/1998 37.85
11/3/1998 37.88
2/10/1999 38.77
5/12/1999 42.45
8/5/1999 43.18
11/2/1999 42.86
2/16/2000 40.74
5/8/2000 40.13
8/3/2000 43.55
1/18/2001 46.32
7/10/2001 43.03
1/16/2002 44.88
7/30/2002 47.30
1/28/2003 42.81
7/10/2003 35.56
1/13/2004 41.12
6/28/2004 43.16
1/27/2005 46.17
7/3 I /2005 45.21
Corrected
Groundwater
Elevation (ft)
I 97.34
195.52
195.23
198.08
195.41
192.86
193.08
198.05
198.60
197.27
193.40
196.70
203.31
199.28
199.25
198.36
194.68
193.95
194.27
196.39
197.00
193.58
190.81
194.10
192.25
189.83
194.32
201.57
196.01
193.97
190.96
I 91.92
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
MW7
Table 11
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
2/12/1996 228.41 35.57
4/2/1996 36.23
511/1996 36.63
6/5/1996 37.05
7/1/1996 38.32
8/1/1996 38.26
11/8/1996 38.69
2/4/1997 36.60
5/12/1997 33.34
8/5/1997 33.96
11/12/1997 39.10
2/4/1998 34.80
5/5/1998 30.41
8/6/1998 33.66
11/4/1998 35.84
2/10/1999 36.31
5/12/1999 37.67
8/5/1999 38.34
11/2/1999 40.04
2/16/2000 36.30
5/8/2000 37.01
8/3/2000 46.40
1/18/2001 39.82
7/10/2001 44.33
1/16/2002 40.76
7/30/2002 41.55
1/28/2003 38.02
7/10/2003 32.38
1/13/2004 36.25
6/28/2004 38.12
1/27/2005 39.55
7/31/2005 39.28
Corrected
Groundwater
Elevation (ft)
192.84
192.18
191.78
191.36
190.09
190.15
189.72
191.81
195.07
194.45
189.31
193.61
198.00
194.75
192.57
192.10
190.74
190.07
188.37
192.11
191.40
182.01
188.59
184.08
187.65
186.86
190.39
196.03
192.16
190.29
188.86
189.13
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
MW8
Table 11
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
2/12/1996 234.54 39.98
4/2/1996 40.07
5/1/1996 41.01
6/5/1996 41.51
7/1/1996 43.26
8/1/1996 43.88
2/4/1997 42.76
5/12/1997 37.15
8/5/1997 38.69
11/12/1997 42.24
2/4/1998 36.18
5/5/1998 32.60
8/6/1998 35.02
11/3/1998 36.66
2/10/1999 36.69
5/12/1999 37.91
8/5/1999 40.24
11/2/1999 42.64
2/16/2000 38.90
5/8/2000 41.58
8/3/2000 44.28
1/18/2001 45.25
7/10/2001 44.94
1/16/2002 45.79
7/30/2002 47.15
1/28/2003 43.17
7/10/2003 38.05
1/13/2004 42.41
6/28/2004 44.51
1/27/2005 45.36
7/31/2005 45.08
Corrected
Groundwater
Elevation (ft)
194.56
194.47
193.53
193.03
191.28
190.66
191.78
I 97.39
195.85
192.30
198.36
201.94
199.52
197.88
197.85
196.63
194.30
191.90
195.64
192.96
190.26
189.29
189.60
188.75
187.39
191.37
196.49
192.13
190.03
189.18
189.46
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
MW8A
Table 11
Groundwater Elevation Data
Macon/Dockery Site
Richmond Couotv, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
2/12/1996 234.44 44.83
4/2/1996 45.53
5/1/1996 45.81
6/5/1996 45.73
7/1/1996 49.12
8/1/1996 46.92
2/4/1997 44.27
5/12/1997 44.93
8/5/1997 45.82
11/12/1997 47.68
2/4/1998 33.47
5/5/1998 39.18
8/5/1998 43.38
11/3/1998 44.02
2/10/1999 42.21
5/12/1999 43.30
8/5/1999 44.93
11/2/1999 47.10
2/16/2000 44.11
5/8/2000 48.41
8/3/2000 48.10
1/18/2001 51.71
7/10/200 I 52.70
1/16/2002 53.33
7/30/2002 56.13
1/28/2003 48.96
7/10/2003 42.65
1/13/2004 42.70
6/28/2004 44.85
1/27/2005 53.24
7/31/2005 50.37
Corrected
Groundwater
Elevation (ft)
189.61
188.91
188.63
188.71
I 85.32
187.52
190.17
189.51
188.62
186.76
200.97
195.26
191.06
190.42
192.23
191.14
189.51
187.34
190.33
186.03
186.34
182.73
181.74
181.11
178.3 I
I 85.48
I 91.79
191.74
189.59
181.20
184.07
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
MW9*
Table II
Groundwater Elevation Data
Macon/Dockery Site
Richmond Countv, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
2/12/1996 254.08 46.60
2/14/1996 46.70
2/15/1996 47.68
2/23/1996 44.03
2/28/1996 46.04
5/1/1996 43.55
6/5/1996 42.89
7/1/1996 42.84
7/30/1996 42.30
11/8/1996 40.65
2/4/1997 41.68
5/12/1997 41.57
8/5/1997 43.38
11/12/1997 43.24
2/4/1998 38.80
5/5/1998 35.43
8/6/1998 39.84
11/3/1998 40.46
2/10/1999 40.98
5/12/1999 41.36
8/5/1999 43.25
11/211999 43.89
2/16/2000 48.36
5/8/2000 42.87
8/3/2000 44.45
1/18/2001 46.97
7/10/2001 47.85
1/16/2002 DRY
7/30/2002 DRY
1/28/2003 48.93
7/10/2003 40.77
1/13/2004 42.66
6/28/2004 44.45
1/27/2005 46.56
7/31/2005 45.80
Corrected
Groundwater
Elevation (ft)
207.48
207.38
206.40
210.05
208.04
210.53
211.19
211.24
211.78
213.43
212.40
212.51
210.70
210.84
215.28
218.65
214.24
213.62
213.10
212.72
210.83
210.19
205.72
211.21
209.63
207.11
206.23
205.15
213.31
211.42
209.63
207.52
208.28
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
MW 10
Table 11
Groundwater Elevation Data
Macon/Dockery Site
Richmond Countv, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) /ft)
2/12/1996 265.51 41.03
2/15/1996 40.88
4/2/1996 36.98
5/1/1996 35.76
6/5/1996 35.90
7/1/1996 35.96
7/30/1996 35.98
11/8/1996 33.31
2/4/1997 34.13
5/12/1997 33.64
8/5/1997 36.87
11/12/1997 38.41
2/4/1998 27.34
5/5/1998 26.19
8/6/1998 33.07
11/3/1998 33.78
2/10/1999 33.85
5/12/1999 34.86
8/5/1999 38.09
11/2/1999 40.02
2/16/2000 37.17
5/8/2000 37.95
8/3/2000 39.65
1/18/2001 44.16
7/10/2001 44.57
1/16/2002 48.92
7/30/2002 50.18
1/28/2003 49.02
7/10/2003 34.01
1/13/2004 38.55
6/28/2004 45.45
1/27/2005 46.89
7/31/2005 46.66
Corrected
Groundwater
Elevation /ft)
224.48
224.63
228.53
229.75
229.61
229.55
229.53
232.20
231.38
231.87
228.64
227.10
238.17
239.32
232.44
231.73
231.66
230.65
227.42
225.49
228.34
227.56
225.86
221.35
220.94
216.59
215.33
216.49
23 1.50
226.96
220.06
218.62
218.85
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
MW!!*
Table 11
Groundwater Elevation Data
Macon/Dockery Site
Richmond Countv. North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
2/12/1996 271.92 30.72
2/23/1996 31.00
2/28/1996 30.00
5/1/1996 30.3 I
6/5/1996 31.41
7/1/1996 32.92
7/30/1996 34.42
11/8/1996 27.60
2/4/1997 27.26
5/12/1997 25.72
8/5/1997 30.63
11/12/1997 34.08
2/4/1998 19.95
5/5/1998 20.88
8/6/1998 29.66
11/3/1998 29.72
2/10/1999 26.02
5/12/1999 30.16
8/5/1999 35.27
11/2/1999 34.61
2/16/2000 27.39
5/8/2000 30.73
8/3/2000 36.60
1/18/2001 38.79
7/10/2001 36.66
1/16/2002 43.89
7/30/2002 42.63
1/28/2003 30.34
7/10/2003 24.90
1/13/2004 32.79
6/28/2004 35.01
1/27/2005 37.88
7/31/2005 36.48
Corrected
Groundwater
Elevation (ft)
241.20
240.92
241.92
241.6 I
240.51
239.00
237.50
244.32
244.66
246.20
241.29
237.84
251.97
251.04
242.26
242.20
245.90
241.76
236.65
237.31
244.53
241.19
235.32
233.13
235.26
228.03
229.29
241.58
247.02
239.13
236.91
234.04
235.44
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
MWIIA
Table 11
Groundwater Elevation Data
Macon/Dockery Site
Richmond Countv, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
2/12/1996 270.28 30.22
4/2/1996 27.05
5/1/1996 28.05
6/5/1996 30.62
7/1/1996 32.15
7/30/1996 33.11
11/8/1996 27.15
2/4/1997 26.94
5/12/1997 25.35
8/5/1997 29.60
I 1/12/1997 33.25
2/4/1998 19.90
5/5/1998 20.35
8/6/1998 29.12
11/3/1998 28.98
2/10/1999 25.82
5/12/1999 29.68
8/5/1999 34.48
11/2/1999 33.72
2/16/2000 27.30
5/8/2000 30.13
8/3/2000 35.15
1/18/2001 37.88
7/10/2001 36.06
1/16/2002 42.85
7/30/2002 42.75
1/28/2003 30.02
7/10/2003 24.20
1/13/2004 31.96
6/28/2004 34.18
1/27/2005 37.00
7/31/2005 36.25
Corrected
Groundwater
Elevation (ft)
240.06
243.23
242.23
239.66
238.13
237.17
243.13
243.34
244.93
240.68
237.03
250.38
249.93
241.16
241.30
244.46
240.60
235.80
236.56
242.98
240.15
235.13
232.40
234.22
227.43
227.53
240.26
246.08
238.32
236.10
233.28
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*
Table II
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
2/12/1996 236.89 38.49
2/14/1996 38.82
2/23/1996 40.90
2/28/1996 40.50
5/1/1996 38.44
6/5/1996 37.91
7/1/1996 39.23
7/30/1996 39.65
11/8/1996 37.10
2/4/1997 35.33
5/12/1997 33.37
8/5/1997 36.45
11/12/1997 38.38
2/4/1998 33.02
5/5/1998 27.69
8/6/1998 31.30
11/3/1998 32.47
2/10/1999 33.08
5/12/1999 34.26
8/5/1999 36.45
11/2/1999 39.06
2/16/2000 37.92
5/8/2000 38. 13
8/3/2000 39.75
1/18/2001 43.00
7/10/2001 47.18
1/16/2002 DRY
7/30/2002 DRY
1/28/2003 44.55
7/10/2003 34.15
1/13/2004 38.80
6/28/2004 42.03
1/27/2005 44.70
7/3 I /2005 43.77
Corrected
Groundwater
Elevation (ft)
198.40
198.07
195.99
196.39
I 98.45
198.98
197.66
197.24
199.79
201.56
203.52
200.44
198.51
203.87
209.20
205.59
204.42
203.81
202.63
200.44
197.83
198.97
198.76
197.14
193.89
189.71
192.34
202.83
198.09
194.86
192.19
193.12
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
UMS-1
Table II
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
6/5/1996 238.96 44.15
7/1/1996 44.70
7/30/1996 58.60
11/8/1996 58.88
2/4/1997 39.85
5/12/1997 40.80
8/5/1997 49.19
11/12/1997 54.30
2/4/1998 40.65
5/5/1998 43.38
8/6/1998 50.18
I 1/3/1998 38.80
2/10/1999 39.54
5/12/1999 56.66
8/5/1999 58.78
11/2/1999 43.79
2/16/2000 41.71
5/8/2000 40.27
8/3/2000 44.60
1/18/2001 56.37
7/10/2001 44.23
1/16/2002 47.90
7/30/2002 48.59
1/28/2003 42.91
7/10/2003 36.73
1/13/2004 49.00
6/28/2004 49.40
1/27/2005 53.95
7/31/2005 53.44
Corrected
Groundwater
Elevation (ft)
194.81
194.26
180.36
180.08
199.11
198.16
189.77
184.66
198.31
195.58
188.78
200.16
199.42
182.30
180.18
195.17
197.25
198.69
194.36
182.59
194.73
191.06
190.37
196.05
202.23
189.96
189.56
185.01
185.52
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
UMS-2
Table 11
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) /ft)
6/5/1996 236.31 64.75
7/1/1996 57.60
7/30/1996 64.58
11/8/1996 65.40
2/4/1997 62.15
5/12/1997 37.95
8/5/1997 38.56
I 1/12/1997 63.59
2/4/1998 56.75
5/5/1998 49.99
8/6/1998 53.66
I 1/3/1998 57.28
2/10/1999 62.24
5/12/1999 64.71
8/5/1999 65.15
11/2/1999 65.07
2/16/2000 41.08
5/8/2000 40.72
8/3/2000 64.83
1/18/2001 44.22
7/10/2001 43.36
1/16/2002 46.18
7/30/2002 46.76
1/28/2003 42.80
7/10/2003 37.01
1/13/2004 40.58
6/28/2004 41.55
1/27/2005 40.03
7/31/2005 40.12
Corrected
Groundwater
Elevation (ft)
171.56
178.71
171.73
170.91
174.16
198.36
197.75
172.72
179.56
186.32
182.65
179.03
174.07
171.60
171.16
171.24
195.23
195.59
171.48
192.09
192.95
190.13
189.55
193.5 I
199.30
195.73
194.76
196.28
196.19
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
UMS-3
Table 11
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Dale Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
6/5/1996 235.75 43.46
7/1/1996 72.78
7/30/1996 72.87
11/8/1996 73.13
2/4/1997 42.68
5/12/1997 71.80
8/5/1997 72.88
11/12/1997 62.98
2/4/1998 72.50
5/5/1998 38.95
8/6/1998 49.98
I I /3/1998 67.65
2/10/1999 39.13
5/12/1999 39.95
8/5/1999 42.06
11/2/1999 44.31
2/16/2000 41.75
5/8/2000 68.22
8/3/2000 46.22
1/18/200 I 71.61
7/10/200 I 58.56
1/16/2002 69.10
7/30/2002 71.73
1/28/2003 47.02
7/10/2003 40.00
1/13/2004 60.90
6/28/2004 56.50
I /27/2005 64.12
7/3 I /2005 54.59
Corrected
Groundwater
Elevation (ft)
192.29
162.97
162.88
162.62
193.07
163.95
162.87
172.77
163.25
196.80
185.77
168.10
196.62
195.80
193.69
191.44
194.00
167.53
189.53
164.14
177.19
166.65
164.02
188.73
195.75
174.85
179.25
171.63
I 81.16
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
UMS-4
Table 11
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
6/5/1996 236.53 75.66
7/1/1996 76.58
7/30/1996 76.98
11/8/1996 76.44
2/4/1997 36.60
5/12/1997 33.55
8/5/1997 77.68
11/12/1997 38.40
2/4/1998 77.88
5/5/1998 58.44
8/6/1998 78.04
11/3/1998 78.05
2/10/1999 78.04
5/12/1999 53.82
81511999 36.70
11/211999 49.62
2/16/2000 46.41
5/812000 39.50
8/3/2000 39.30
1/1812001 42.02
7/1012001 43.34
1116/2002 46.19
7/30/2002 48.00
1/28/2003 45.38
7/10/2003 34.70
1/13/2004 63.30
6/28/2004 65.10
1/2712005 57.90
7/31/2005 63.25
Corrected
Groundwater
Elevation (ft)
160.87
159.95
159.55
160.09
199.93
202.98
158.85
198.13
158.65
178.09
158.49
158.48
I 58.49
182.71
199.83
186.91
190.12
197.03
197.23
194.51
193.19
190.34
188.53
191.15
201.83
173.23
171.43
178.63
178.63
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
UMS-5
Table 11
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
6/5/1996 257.62 82.55
7/1/1996 81.00
7/30/1996 82.87
11/8/1996 79.92
2/4/1997 82.95
5/12/1997 41.49
8/5/1997 82.62
11/12/1997 81.89
2/4/1998 81.93
5/5/1998 39.22
8/6/1998 57.57
11/3/1998 76.82
2/10/1999 80.76
5/12/1999 82.12
8/5/1999 83.24
11/2/1999 82.85
2/16/2000 82.45
5/8/2000 81.19
8/3/2000 83.55
1/18/2001 77.49
7/10/2001 66.30
1/16/2002 79.00
7/30/2002 76.65
1/28/2003 50.29
7/10/2003 77.51
1/13/2004 43.45
6/28/2004 45.61
1/27/2005 80.20
7/31/2005 68.60
Corrected
Groundwater
Elevation (ft)
175.07
176.62
174.75
177.70
174.67
216.13
175.00
175.73
175.69
218.40
200.05
180.80
176.86
175.50
174.38
174.77
175.17
176.43
174.07
180.13
191.32
178.62
180.97
207.33
180.11
214.17
212.01
177.42
189.02
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
Upper
Macon
MW21*
Table 11
Groundwater Elevation Data
Macon/Dockery Site
Richmond Countv, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
2/14/1996 I 55.52 14.52
2/23/1996 15.60
2/28/1996 14.65
5/2/1996 14.38
6/5/1996 15.47
7/30/1996 7.02
I 1/7/1996 14.62
2/4/1997 14.48
5/12/1997 14.44
8/5/1997 15.25
I 1/12/1997 15.79
2/4/1998 13.98
5/5/1998 12.27
8/6/1998 14.33
I 1/3/1998 14.80
2/10/1999 13.74
5/12/1999 14.44
8/5/1999 16.71
I 1/2/1999 15.85
2/16/2000 14.25
5/8/2000 15.14
8/3/2000 17.85
1/18/2001 17.75
7/10/2001 17.86
1/16/2002 19.95
7/31/2002 19.20
1/28/2003 I 5. 18
7/10/2003 14.57
1/13/2004 16.08
6/28/2004 I 7.21
1/27/2005 18.99
7/31/2005 18.33
Corrected
Groundwater
Elevation (ft)
I 41.00
139.92
140.87
141.14
140.05
148.50
140.90
141.04
I 41.08
140.27
139.73
141.54
143.25
141.19
140.72
141.78
141.08
138.81
139.67
141.27
140.38
137.67
137.77
137.66
135.57
136.32
140.34
140.95
139.44
138.3 I
136.53
137.19
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
MW23*
Table 11
Groundwater Elevation Data
Macon/Dockery Site
Richmond Countv, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ftl /ft)
2/14/1996 155.54 4.45
2/23/1996 5.73
2/28/1996 4.07
5/3/1996 5.19
6/5/1996 5.59
7/1/1996 7.56
7/30/1996 7.72
11/6/1996 6.19
2/4/1997 4.99
5/12/1997 5.88
8/5/1997 5.32
11/12/1997 6.47
2/4/1998 3.67
5/5/1998 4.11
8/6/1998 6.45
11/3/1998 6.47
2/10/1999 6.55
5/12/1999 7.06
8/5/1999 8.46
I 1/2/1999 8.98
2/16/2000 6.13
5/8/2000 6.78
8/3/2000 9.03
1/18/2001 24.62
7/10/2001 8.77
1/16/2002 10.47
7/30/2002 10.15
1/28/2003 4.77
7/10/2003 4.65
1/13/2004 6.69
6/28/2004 7.62
1/27/2005 8.60
7/31/2005 7.35
Corrected
Groundwater
Elevation (ftl
151.09
149.81
151.47
150.35
149.95
147.98
147.82
149.35
150.55
149.66
150.22
149.07
151.87
151.43
149.09
149.07
148.99
148.48
147.08
146.56
149.41
148.76
146.51
130.92
146.77
145.07
145.39
150.77
150.89
148.85
147.92
146.94
148.19
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
UM-I
Table 11
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
6/5/1996 183.68 37.01
7/1/1996 36.47
7/30/1996 41.10
11/8/1996 39.44
2/4/1997 39.36
5/12/1997 40.46
8/5/1997 42.03
11/12/1997 30.86
2/4/1998 45.99
5/5/1998 44.93
8/6/1998 46.32
11/3/1998 36.00
2/10/1999 46.23
5/12/1999 46.16
8/5/1999 47.19
11/2/1999 48.01
2/16/2000 37.34
5/8/2000 40.45
8/3/2000 Dry
1/18/2001 31.40
7/10/2001 45.00
1/16/2002 35.87
7/30/2002 34.75
I /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
Dry
152.28
138.68
147.81
148.93
135.80
153.68
143.73
152.21
131.08
128.60
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
UM-2
Table 11
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
6/5/1996 194.13 43.02
7/1/1996 47.95
7/30/1996 47.33
11/8/1996 45.41
2/4/1997 45.51
5/12/1997 46.24
8/5/1997 45.72
11/12/1997 40.01
2/4/1998 49.57
5/5/1998 48.14
8/6/1998 50.59
11/3/1998 39.20
2/10/1999 48.11
5/12/1999 51.91
8/5/1999 52.68
l I /2/1999 55.91
2/16/2000 44.84
5/8/2000 46.30
8/3/2000 30.10
1/18/2001 40.50
7/10/2001 51.53
1/16/2002 46.02
7/30/2002 44.46
1/28/2003 60.01
7/10/2003 37.03
1/13/2004 46.35
6/28/2004 40.05
1/27/2005 51.20
7/31/2005 53.18
Corrected
Groundwater
Elevation (ft)
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
UM-3
Table 11
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
6/5/1996 180.35 32.17
7/1/1996 32.18
7/30/1996 32.36
11/8/1996 32.31
2/4/1997 32.27
5/12/1997 32.25
8/5/1997 32.27
11/12/1997 19.81
2/4/1998 72.50
5/5/1998 32.24
8/6/1998 32.25
11/3/1998 19.69
2/10/1999 32.21
5/12/1999 32.21
8/5/1999 32.24
11/2/1999 32.24
2/16/2000 32.22
5/8/2000 32.05
8/3/2000 32.09
1/18/2001 18.39
7/10/2001 32.33
1/16/2002 22.75
7/30/2002 21. 16
1/28/2003 33.77
7/10/2003 32.48
I /13/2004 19.40
6/28/2004 20.06
1/27/2005 24.50
7/31/2005 25.24
Corrected
Groundwater
Elevation (ft)
148.18
148.17
147.99
148.04
148.08
148.10
148.08
160.54
107.85
148.11
148.10
160.66
148.14
148.14
148.11
148.11
148.13
148.30
148.26
I 61.96
148.02
157.60
159.19
146.58
147.87
160.95
160.29
155.85
155.11
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
UM-4
Table 11
Groundwater Elevation Data
Macon/Dockery Site
Richmond Countv, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
6/5/1996 171.91 21.85
7/1/1996 21. 10
7/30/1996 27.55
I I /8/1996 24.52
2/4/1997 25.62
5/12/1997 31.98
8/5/1997 30.54
11/12/1997 9.41
2/4/1998 38.19
5/5/1998 45.78
8/6/1998 41.81
11/3/1998 9.30
2/10/1999 47.70
5/12/1999 49.25
8/5/1999 40.13
11/2/1999 42.80
2/16/2000 13.00
5/8/2000 18.23
8/3/2000 29.10
1/18/200 I 8.18
71101200 I 22.53
Ill 6/2002 12.40
7/30/2002 I 1.08
1/28/2003 6.99
7/10/2003 7.45
1/13/2004 12.83
6/28/2004 10.12
1/27/2005 25.10
7/31/2005 19.56
Corrected
Groundwater
Elevation (ft)
150.06
150.81
144.36
147.39
146.29
139.93
141.37
I 62.50
133.72
126.13
130.10
162.61
124.21
122.66
131. 78
129.11
158.91
153.68
142.81
163.73
149.38
159.51
160.83
164.92
164.46
159.08
161.79
146.81
152.35
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
UM-5
Table 11
Groundwater Elevation Data
Macon/Dockery Site
Richmond Countv, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
6/5/1996 168.32 11.77
7/1/1996 12.13
7/30/1996 16.92
11/8/1996 13.85
2/4/1997 14.92
5/12/1997 16.15
8/5/1997 13.65
11/12/1997 6.09
2/4/1998 14.03
5/5/1998 17.38
8/6/1998 17.57
11/3/1998 6.09
2/10/1999 16.71
5/12/1999 19.45
8/5/1999 19.21
11/2/1999 26.98
2/16/2000 7.51
5/8/2000 11.03
8/3/2000 20.30
1/18/2001 4.74
7/10/2001 16.72
1/16/2002 9.18
7/30/2002 7.44
1/28/2003 3.45
7/10/2003 3.85
1/13/2004 8.00
6/28/2004 6.49
1/27/2005 13.75
7/31/2005 14.50
Corrected
Groundwater
Elevation (ft)
156.55
156.19
151.40
154.47
153.40
152.17
154.67
162.23
154.29
150.94
150.75
162.23
151.61
148.87
149.11
141.34
160.81
157.29
148.02
163.58
151.60
159.14
160.88
164.87
164.47
160.32
161.83
154.57
153.82
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
UM-6
Table 11
Groundwater Elevation Data
Macon/Dockery Site
Richmond Countv, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) /ft)
6/5/1996 173.05 11.72
7/1/1996 13.23
7/30/1996 17.58
I 1/8/1996 14.40
2/4/1997 14.79
5/12/1997 15.26
8/5/1997 14.45
11/12/1997 9.84
2/4/1998 10.51
5/5/1998 11.30
8/6/1998 16.40
11/3/1998 9.64
2/10/1999 16.32
5/12/1999 18.90
8/5/1999 18.90
11/2/1999 21.22
2/16/2000 10.08
5/8/2000 13.17
8/3/2000 20.90
1/18/2001 8.62
7/10/2001 18.75
1/16/2002 12.65
7/30/2002 11.14
1/28/2003 7.59
7/10/2003 8.80
1/13/2004 10.25
6/28/2004 12.71
1/27/2005 12.95
7/3 I /2005 13.05
Corrected
Groundwater
Elevation (ftl
161.33
159.82
155.47
158.65
158.26
157.79
158.60
163.21
162.54
161.75
156.65
163.41
156.73
154.15
154. 15
I 51.83
162.97
159.88
152.15
164.43
154.30
160.40
161.91
165.46
164.25
162.80
160.34
160.10
160.00
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
UM-7
Table 11
Groundwater Elevation Data
Macon/Dockery Site
Richmond Countv, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
6/5/1996 187.29 54.45
7/1/1996 54.58
7/30/1996 54.59
11/8/1996 55.00
2/4/1997 54.73
5/12/1997 55.34
8/5/1997 54.78
11/12/1997 19.96
2/4/1998 54.75
5/5/1998 54.73
8/6/1998 54.98
11/3/1998 22.57
2/10/1999 54.72
5/12/1999 54.53
8/5/1999 54.79
11/2/1999 54.75
2/16/2000 48.91
5/8/2000 19.30
8/3/2000 54.57
1/18/2001 19.32
7/10/2001 54.87
1/16/2002 21.79
7/30/2002 21.02
1/28/2003 17.76
7/10/2003 17.72
1/13/2004 45.25
6/28/2004 20.40
1/27/2005 48.12
7/31/2005 48.60
Corrected
Groundwater
Elevation (ft)
132.84
132.71
132.70
132.29
132.56
131.95
132.51
167.33
132.54
132.56
132.31
164.72
132.57
132.76
132.50
132.54
138.38
167.99
132.72
167.97
132.42
165.50
166.27
169.53
169.57
142.04
166.89
139.17
138.69
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
Lower
Macon
MW4
Table 11
Groundwater Elevation Data
Macon/Dockery Site
Richmond Countv, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
2/14/1996 184.21 40.79
4/2/1996 46.08
5/2/1996 45.72
6/5/1996 43.29
7/1/1996 42.09
7/30/1996 45.71
11/8/1996 46.35
2/4/1997 40.86
5/12/1997 44.15
8/5/1997 44.08
11/12/1997 41.79
2/4/1998 42.77
5/5/1998 40.60
8/6/1998 41.77
I 1/3/1998 40.12
2/10/1999 43.22
5/12/1999 43.16
8/5/1999 26.48
11/2/1999 42.56
2/16/2000 39.70
5/8/2000 40.35
8/3/2000 41.15
1/18/2001 42.24
7/10/2001 43.17
1/16/2002 45.26
7/30/2002 44.73
1/28/2003 34.52
7/10/2003 39.22
1/13/2004 39.35
6/28/2004 40.75
1/27/2005 40.56
7/31/2005 40.23
Corrected
Groundwater
Elevation (ft)
143.42
138.13
138.49
140.92
142.12
138.50
137.86
143.35
140.06
140.13
142.42
141.44
143.61
142.44
144.09
140.99
141.05
157.73
141.65
144.51
143.86
143.06
141.97
141.04
138.95
139.48
149.69
144.99
144.86
143.46
143.65
143.98
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
MWl2
Table 11
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
2/14/1996 171.98 24.87
4/2/1996 26.18
5/2/1996 26.09
6/5/1996 25.97
7/1/1996 27.37
7/30/1996 27.55
11/8/1996 26.24
2/4/1997 24.38
5/12/1997 25.27
8/5/1997 25.66
11/12/1997 25.74
2/4/1998 22.58
5/5/1998 23.02
8/6/1998 24.35
11/3/1998 24.30
2/10/1999 24.12
5/12/1999 24.87
8/5/1999 26.48
11/2/1999 23.31
2/16/2000 22.54
5/8/2000 23.38
8/3/2000 25.05
1/18/2001 27.96
7/10/2001 26.31
1/16/2002 30.82
7/30/2002 30.26
1/28/2003 25.04
7/10/2003 30.95
1/13/2004 24.86
6/28/2004 26.28
1/27/2005 25.10
7/31/2005 25.61
Corrected
Groundwater
Elevation (ft)
147.11
145.80
145.89
146.01
144.61
144.43
145.74
147.60
146.71
146.32
146.24
149.40
148.96
147.63
147.68
147.86
147.11
145.50
148.67
149.44
148.60
146.93
144.02
145.67
141.16
141.72
146.94
141.03
147.12
145.70
146.88
146.37
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
MW 13*
Table 11
Groundwater Elevation Data
Macon/Dockery Site
Richmond Countv, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft\ (ft)
2/14/1996 188.67 49.22
2/23/1996 50.20
2/28/1996 49.25
4/2/1996 50.85
5/2/1996 51.38
6/5/1996 49.88
7/1/1996 50.55
7/30/1996 51.59
11/8/1996 52.15
2/4/1997 49.40
5/12/1997 49.42
8/5/1997 49.32
11/11/1997 50.29
2/4/1998 48.25
5/5/1998 42.56
8/6/1998 45.70
I I /3/1998 47.33
2/10/1999 49.14
5/12/1999 49.11
8/5/1999 50.19
1 I /2/1999 49.41
2/16/2000 48.23
5/8/2000 48.05
8/3/2000 50.40
1/18/2001 50.52
7/10/2001 DRY
1/16/2002 DRY
7/30/2002 53.10
I /28/2003 48.61
7/10/2003 40.01
1/13/2004 46.50
6/28/2004 48.46
1/27/2005 49.71
7/31/2005 49.55
Corrected
Groundwater
Elevation /ft)
139.45
I 38.47
139.42
137.82
137.29
138.79
138.12
137.08
136.52
139.27
139.25
139.35
138.38
140.42
146.1 I
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
Well
Number
MW14
Table 11
Groundwater Elevation Data
Macon/Dockery Site
Richmond Countv, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (fl)
2/14/1996 177.34 34.24
4/2/1996 dry
5/2/1996 dry
6/5/1996 35.19
7/1/1996 dry
7/30/1996 dry
11/8/1996 dry
2/4/1997 34.63
5/12/1997 dry
8/5/1997 dry
11/11/1997 dry
2/4/1998 34.09
5/5/1998 33.80
8/6/1998 35.22
I 1/3/1998 34.76
2/10/1999 dry
5/12/1999 dry
8/5/1999 dry
I I /2/1999 33.50
2/16/2000 32.32
5/8/2000 32.18
8/3/2000 41.70
1/18/200 I dry
7/10/2001 35.27
1/16/2002 DRY
7/30/2002 35.65
1/28/2003 34.16
7/10/2003 30.03
1/13/2004 33.96
6/28/2004 34.53
1/27/2005 34.54
7/3 I /2005 34.15
Corrected
Groundwater
Elevation (ft)
143.10
dry
dry
142.15
dry
dry
dry
142.71
dry
dry
dry
143.25
143.54
142.12
142.58
dry
dry
dry
143.84
145.02
145.16
135.64
dry
142.07
141.69
143.18
147.32
143.39
142.82
142.80
143.19
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
MW 14R
Table 11
Groundwater Elevation Data
Maconffiockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
2/14/1996 175.95 34.50
4/2/1996 38.81
5/2/1996 39.27
6/5/1996 38.85
7/1/1996 37.98
7/30/1996 40.03
11/8/1996 40.39
2/4/1997 35.60
5/12/1997 38.74
8/5/1997 37.61
11/11/1997 37.09
2/4/1998 35.81
5/5/1998 35.65
8/6/1998 37.32
11/3/1998 36.18
2/10/1999 37.37
5/12/1999 37.50
8/5/1999 37.67
11/2/1999 34.22
2/16/2000 32.68
5/8/2000 32.18
8/3/2000 Dry
1/18/2001 36.75
7/10/2001 35.80
1/16/2002 39.44
7/30/2002 38.74
1/28/2003 34.48
7/10/2003 30.07
1/13/2004 34.57
6/28/2004 35.02
1/27/2005 35.03
7/31/2005 34.82
Corrected
Groundwater
Elevation (ft)
141.45
137.14
136.68
137.10
137.97
135.92
135.56
140.35
137.21
I 38.34
138.86
140.14
140.30
138.63
139.77
138.58
I 38.45
138.28
141.73
143.27
143.77
Dry
139.20
140.15
136.51
137.21
141.47
145.88
141.38
140.93
140.92
141.13
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
MW22*
Table 11
Groundwater Elevation Data
Macon/Dockery Site
Richmond Countv, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
2/14/1996 128.25 5.73
2/23/1996 6.76
2/28/1996 5.59
· 5/2/1996 6.87
6/5/1996 7.05
7/1/1996 6.78
7/30/1996 2.31
11/8/1996 6.96
2/4/1997 6.03
5/12/1997 6.80
8/5/1997 6.56
11/11/1997 6.24
2/4/1998 5.64
5/5/1998 5.92
8/6/1998 6.46
11/3/1998 6.10
2/10/1999 6.24
5/12/1999 6.59
8/5/1999 6.94
11/2/1999 5.98
2/16/2000 5.42
5/8/2000 6.12
8/3/2000 7.25
1/18/2001 9.48
7/10/2001 NM
1/16/2002 6.80
7/30/2002 7.42
1/28/2003 6.97
7/10/2003 5.36
I /I 3/2004 6.05
6/28/2004 6.61
1/27/2005 6.52
7/31/2005 6.58
Corrected
Groundwater
Elevation (ft)
122.52
121.49
122.66
121.38
121.20
121.47
125.94
121.29
122.22
121.45
121.69
122.01
122.61
122.33
121.79
122.15
122.01
121.66
121.31
122.27
122.83
122.13
121.00
118.77
121.45
120.83
121.28
122.89
122.20
121.64
121.73
121.67
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
LM-1
Table 11
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation /ft) (ft)
6/5/1996 175.68 69.79
7/1/1996 38.61
7/30/1996 69.78
11/8/1996 70.04
2/4/1997 36.12
5/12/1997 68.90
8/5/1997 69.94
11/11/1997 38.31
2/4/1998 69.65
5/5/1998 69.87
8/6/1998 69.86
11/3/1998 37.57
2/10/1999 61.89
5/12/1999 57.69
8/5/1999 60.57
11/2/1999 35.04
2/16/2000 33.00
5/8/2000 35.72
8/3/2000 36.30
1/18/2001 37.41
7/10/2001 37.73
1/16/2002 40.41
7/30/2002 39.40
1/28/2003 62.00
7/10/2003 30.79
1/13/2004 36.70
6/28/2004 35.79
1/27/2005 36.95
7/3 I /2005 35.99
Corrected
Groundwater
Elevation (ft)
105.89
137.07
105.90
105.64
139.56
106.78
105.74
137.37
106.03
105.81
105.82
138.11
113.79
117.99
115.11
140.64
142.68
139.96
I 39.38
138.27
137.95
135.27
136.28
I 13.68
144.89
138.98
139.89
138.73
139.69
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
LM-2
Table 11
Groundwater Elevation Data
Macon/Dockery Site
Richmond Countv, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
6/5/1996 157.20 62.06
7/1/1996 25.08
7/30/1996 58.36
11/8/1996 62.16
2/4/1997 25.98
5/12/1997 63.50
8/5/1997 56.96
11/11/1997 26.86
2/4/1998 53.33
5/5/1998 43.23
8/6/1998 40.85
11/3/1998 26.30
2/10/1999 37.86
5/12/1999 33.61
8/5/1999 30.68
11/2/1999 24.80
2/16/2000 23.85
5/8/2000 24.30
8/3/2000 31.00
1/18/200 I 26.37
7/10/2001 28.78
1/16/2002 28.72
7/30/2002 28.08
1/28/2003 24.99
7/10/2003 21.22
1/13/2004 25.60
6/28/2004 25.40
1/27/2005 26.84
7/31/2005 25.80
Corrected
Groundwater
Elevation (ft)
95.14
132.12
98.84
95.04
131.22
93.70
100.24
130.34
103.87
113.97
116.35
130.90
119.34
123.59
126.52
132.40
133.35
132.90
126.20
130.83
128.42
128.48
129.12
132.21
135.98
131.60
131.80
130.36
131.40
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
LM-3
Table 11
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
6/5/1996 157.09 61.16
7/1/1996 27.78
7/30/1996 49.40
11/8/1996 67.24
2/4/1997 27.11
5/12/1997 57.52
8/5/1997 42.42
11/11/1997 27.78
2/4/1998 43.27
5/5/1998 33.48
8/6/1998 33.48
11/3/1998 26.75
2/10/1999 34.02
5/12/1999 33.78
8/5/1999 34.08
11/2/1999 26.24
2/16/2000 24.50
5/8/2000 25.44
8/3/2000 36.07
1/18/2001 26.93
7/10/2001 36.42
1/16/2002 29.00
7/30/2002 28.80
1/28/2003 25.78
7/10/2003 22.49
1/13/2004 32.25
6/28/2004 33. I 5
1/27/2005 34.09
7/31/2005 26.85
Corrected
Groundwater
Elevation (ft)
95.93
129.31
107.69
89.85
129.98
99.57
114.67
129.31
I 13.82
123.61
123.61
130.34
123.07
123.31
123.01
130.85
132.59
131.65
121.02
130.16
120.67
128.09
128.29
131.3 I
134.60
124.84
123.94
123.00
130.24
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
LM-4
Table 11
Groundwater Elevation Data
Macon/Dockery Site
Richmond County, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
6/5/1996 166.84 68.60
7/1/1996 37.72
7/30/1996 56.91
11/8/1996 74.86
2/4/1997 36.82
5/12/1997 67.80
8/5/1997 55.14
11/11/1997 37.29
2/4/1998 56.01
5/5/1998 46.03
8/6/1998 45.00
11/3/1998 36.29
2/10/1999 46.40
5/12/1999 46.35
8/5/1999 47.23
11/2/1999 36.75
2/16/2000 35.35
5/8/2000 40.15
8/3/2000 49.50
Iii 8/2001 37.51
7/10/2001 7.20
1/16/2002 39.41
7/30/2002 39.87
1/28/2003 31.25
7110/2003 21.35
1/13/2004 35.60
6/28/2004 35.60
1/27/2005 37.66
7/3112005 35.47
Corrected
Groundwater
Elevation (ft)
98.24
129.12
109.93
91.98
130.02
99.04
111.70
129.55
110.83
120.81
121.84
130.55
120.44
120.49
119.61
130.09
131.49
126.69
117.34
129.33
159.64
127.43
126.97
135.59
145.49
I 3 1.24
131.24
129.18
131.37
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
LM-5
Table 11
Groundwater Elevation Data
Macon/Dockery Site
Richmond Countv, North Carolina
Date Surveyed Depth to
Casing Groundwater
Elevation (ft) (ft)
6/5/1996 186.59 66.50
7/1/1996 43.91
7/30/1996 66.80
11/8/1996 66.86
2/4/1997 42.85
5/12/1997 66.90
8/5/1997 66.84
11/11/1997 43.84
2/4/1998 66.88
5/5/1998 67.99
8/6/1998 68.04
I l /3/1998 42.10
2/10/1999 68.12
5/12/1999 67.73
8/5/1999 68.12
11/2/1999 42.45
2/16/2000 41.35
5/8/2000 75.54
8/3/2000 54.57
1/18/2001 44.20
7/10/2001 45.00
1/16/2002 47.00
7/30/2002 46.35
1/28/2003 42.32
7/10/2003 37.06
1/13/2004 41.45
6/28/2004 42.08
1/27/2005 42.00
7/31/2005 43.85
Corrected
Groundwater
Elevation (ft)
120.09
142.68
119.79
I 19.73
143.74
119.69
I 19.75
142.75
I 19.71
I 18.60
118.55
144.49
118.47
118.86
118.47
144.14
145.24
111.05
132.02
142.39
141.59
139.59
140.24
144.27
149.53
145.14
144.51
144.59
142.74
--
Upper Dockny
MW 15 2/13/1996
Sfl/1996
7/31/]996
(DUP 2) 7131/1996
lln/1996
(DuP) I ln/1996
2/5/JW7
S/12/199"7
(DUP 2) 5/12/1997
&1511997
DUPLICATE I l 1/12/1997
11/12/19'17
DUP l) 215/1998
2/S/1998
5/{J]998
(DUP I) 5/6/1998
&'Wlm
1113/1993
2/1111999
5/12/1999
8/5/1999
ll/2/1999
2/17/2000
"'"""' W2000
l/HV200!
(DUP I) 1/18/2001
7111/2001
(DUP I) 7/11'2001
(DUP) I 11161'2002
1/1612002
7/31/2002
DUP I) 7/31/2002
l/2S/2003
{DUP 1) 112&/2003
7110/2003
1/13/2004
(DUP I) 1/13/2004
&WlOO<
(DUP I) 6'2&12004
lr.!ll/2005
7130/2005
-
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22
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29
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62
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96
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6.5
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9.9
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14
1.6
51.0
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3.9
5.1
280
630
610 ,so
1000
1600
1200
'" 540
330
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1300
1800
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Remc-diation Paformancc SlaDdari 3500 70
NA;NotAnaJy=.1 OL=Dilution OIJP.dapliem
-
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-
120
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160
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76
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26
27
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9.2
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<IO
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<5.0
<S.O
<LO
<LO
<SO
<25
<20
<20
<20
1.0
<LO
,.,
lliiiiiil lilill
Table 12
Groundwater Quality Summary
Macon/Dockery Site
Richmond County, North Carolina
Page 1 of 12
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JS
33
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420
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260
380
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<15 <250 <10
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<300 <1000 <10
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<30 <100 18
<15 <50 70
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NA
NA
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180
200
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234
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490
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240
60
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330
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300
280
87
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NA
NA
)00
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6.3
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2.7
0.66
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0.64
0.49
2.4
1.9
0.93
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0.37
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0.61
0.97
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1.4
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0.73
0.66
0.76
0.63
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2.9
2.0
NA
0.53
0.64
0.67
0.9'
1.20
1.20
1.10
0.66
0.54
0.80
0.89
0.51
0.49
0.37
0.58
O.S2
1.20
0.97
0.56
0.35
l.l
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NA
NA
NA
NA
NA
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NA
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Rcmc:diatimi Pmon=xc Standar. 3500 70
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-iiiil iiilil -Table 12
Groundwater Quality Summary
Macon/Dockery Site
Richmond County, North Carolina
Page 2 of 12
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Remediation Performance SWldar, I 3500 70
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Table 12
Groundwater Quality Summary
Macon/Dockery Site
Richmond County, North Carolina
Page 3 of 12
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<l.0 <1.0
~tion P,erformlll>Ce Standar, 3500 70
NA~NotAnaly=j DL•Dilutioo OUP-~
<2.0
<>.0
Q.O
<>.o
<>0
<>0
<20
<>.0
<2.0
<2.0
<20
<20
<2.0
<2.0
<20
<20
<20
<2.0
<20
<20
<2.0
<20
<2.0
<20
<20
<2.0
<5.0 -::ro-
<>o
<20
<2.0
<20
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
5.2 1.7
<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
<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
<i.O <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <l.O
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0 <,Ji -<1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0
<1.0
<1.0
20
<l.O
<1.0
<l.O
<1.0
<1.0
<l.O
<1.0
<!.O
<1.0
<1.0
<1.0
<l.O
<l.O
<LO
<1.0
<l.O
<l.O
<1.0
<l.O
<1.0
<1.0
<1.0
<LO
-<To-
<t.o
<1.0
<1.0
<1.0
2.8
liilil liiil
Table 12
Groundwater Quality Summary
Macon/Dockery Site
Richmond County, North Carolina
Page 4 of 12
<1.0 <1.0
<1.0 <t.O
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<LO <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<LO <l.O
<1.0 <1.0
<1.0 <l.O
<1.0 <l.O
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<LO NA <,".o -<i.O
<LO NA
<1.0 <1.0
<l.O <1.0
<1.0 <1.0
<1.0
<1.0
<1.0
<1.0
1.2
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
NA
-<TO-
NA
<1.0
<1.0
<1.0
1000
<3.0 <10
<3.0 <10
<3.0 <10
<3.0 <10
<3.0 <10
<3.0 <10
<3.0 <10
<3.0 <10
<J.O <JO
<3.0 <10
<3.0 <10
<3.0 <10
<3.0 <10
<3.0 <10
<3.0 <10
<3.0 <10
<3.0 <10
<3.0 <10
<3.0 <10
<3.0 <10
<3.0 <10
<3.0 <10
<3.0 <10
<3.0 <10
<3.0 <10
<3.0 <10
NA NA <2".ii -<is
NA NA
<3.0 <IO
<J.O <IO
<3.0 <10
41111 llOO
l6
l7
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
38
20
<10
<10
10
<10
II
" <10
<10
<10
<10
<10
II
NA ~io
<10
<10
<10
<50
lO
320
370
" 86
82
94 ..
"' 1'0
79
130
110
310
190
I 10
llO
160
120
160
180
120
100 ,.
120
63
2,0
NA -NA-
88
NA
74
NA
1000
<5.0
<j 0
<5.0
<5.0
<.S.O
<l.O
<5.0
<5.0
<S.O
<l.O
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<S.O
<5.0
<5.0
<5.0
<5.0
<.S.O
<.S.O
<5.0
<.S.O
<1.0
NA NA
<1.0
NA
NA
NA
3,00
3700
241111
2,00
2700
2,00
2lOII
<5.0
24'0
2800
2,00
240II
3000
2800
2,00
2l00
241111
2l00
2,00
2,00
241111
2200
241111
2200
960
2300
NA 2300-
2100
2000
1"111
1800
lO
-
40 130 230
<4(l 140 2SO
<40 <50 <20
<40 <50 25
<40 <50 <20
<4(l <50 <20
«II <lO <211
<40 <50 20
<40 <SO 48.1
<4(l <$0 <20
<40 <50 30
<40 <SO <20
<40 74 140
<40 <50 68
<40 <$0 28
<40 <SO 42
<40 <SO 45
<40 <50 <20
<40 <$0 41
<40 <50 80
<40 <SO <20
<40 <SO <20
<40 <SO <20
<40 <SO <20
<40 <50 <20
<40 <SO <20
NA NA NA NA -NA-NA-
<40 <SO <20
NA NA NA
NA NA <20
NA NA NA
100 " lOOO
-
4).30
<0.30
4).30
4)30
4)30
4).30
4).30
4)30
<I
<0.30
<ll.30
4).30
L3
<0.30
4).30
<0.}0
4)30
<0.30
<ll.30
4'.30
<ll.JO
<ll.30
0.91
0.91
4'.30 o.,
NA 41".To-
NA
<ii.JO
NA
4)3
32
28
<lO
<3.0
<30
<30
<30
<3.0
43
3.8
4.7 •. ,
14
8.1
<3.0 ,.,
4.l
<3.0
<3.0
6.2
<3.0
<3.0
<3.0
<30
<3.0
<3.0
NA
73]'
NA
<3.0
NA
<U
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
iiiil
<10
19
<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 -w.-
NA
NA
NA
NA
ll4
1100
1000
ll
" " 49
82
28
llO
13
91
l7
'"' 160
30
130
130
81
100
170
66
26
21
II
29
II -,
<5.0
<5.0
<5.0
iiiil
-
S/2/1996
(DUP) S/211996
7/31/1996
111611996
1/4/1997
5112/1997
816/IM
(DUPLICATE 2 ll/12'1997
11/12/1997
2/5/1998
S/611998
DUP 2) 5/611998
817/1998
(DUP-2) 8/7/1998
11/411998
(DUP-2) I 1/4/1998
VI0/1999
(DUP-2) VI0/1999
S/13/1999
UP-2) 5113/1999
816"!999
DUP-2) 11/61!999
11/3/1999
(DUP-2) 11/3/1999
2'17/2000
(DUP-2) 2/17/2000
5/"2000
(DUP-2) S/8/2000
sm:zooo
(DUP-2) 8/212000
111712001
(OUP-2) 1117/2001
7111/200]
(DUP-2) 7/l 1'2001
1/1512002
(DUP-2) l/15/2002
7/30/2002
(DUP 2) 7/300002
1121!/2003
(DUP 2) l/21!/2003
7/10/2003
{DUP 2) 7/10/2003
1/1312004
(DUP 2) llll/2004
6'28/2()<)<
(DUP 2) 6'28/2004
1/28/2005
(DUP 2) l/2!!/2005
7/30l'2005
(DUP 2) 7130/2005
-
<1.0
<LO
<1.0
<1.0
<1.0
<1.0
<LO
<2.0
<2.0
<2.0
<5.0
<5.0
<50
<15
<15
<15
<15
<15
<15
<15
<15
<25
<15
<15
<15
<.!5
<25
<25
<15
<15
<15
<25
<>O
<10
<10
<10
<10
<10
<IO
<10
<10
<20
<20
<2.0
<5.0
<5.0
<5.0
<2.0
<2.0
<LO
<1.0
-
36
2.8
3,
II
2.7
1.8
<2.0
<2.0
<2.0
<5.0
" 5.8
<15
<2S
<25
<2S
<2S
<2S
<2S
<25
<25
<25
<2.S
<2S
<25
<25
<25
<25
<25
<25
<25
<IO
19
19
<10
<10
<10
<10
<10
<10
3.1
3.0
2.7
<5.0
<5.0
<5.0
8.1
8.5
5.0
4.9
20
13
" <1.0
4
5.3
36
JS
74
" 110
170
'"' 470
380
''° 7"'
7,0
400
870
880
630
750
650
710
630
610
7"' 730
460
''° 400
370
370
320
320
310
340
360
330
310
73
72
" " 98
90
300
310
"' 150
-
5.4
7.7
93
<1.0
13
14
3.7
<20
<2.0
<2.0
50
16
13
<25
<25
<>5
<25
<25
<25
<25
<25
<25
<15
<25
<25
<>5
<15
<15
<25
<25
<25
<25
<10
<10
<10
<10
<10
<10
<10
<10
<10
2.2
2.2
<4.0
<10
<10
<10
<2.0
<2.0
<1.0
<LO
Remediation Pcrfonnance Standar, 3500 70
NA-Not~ OL-Dilution DUP•dupli<o,t
l!!!!!!!!I
<20
<2.0
<2.0
<20
<2.0
<2.0
<2.0
<4.0
<4.0
<4.0
<10
<10
<10
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<120
<20
<20
<20
<20
<20
<20
<20
<20
<20
<4.0
<4.0
<10
<25
<15
<25
<4.0
<40
<2.0
<2.0
<1.0
<1.0
<1.0
<1.0
2.3
2.7
<LO
<2.0
4.1
3.6
4.8
22
21
<2S
<2S
29
33
80
37
62
56
44
" " " 41
44
"' JS
44
44
38
JS
41
48
33
27
31
29
22
21
35
3.5
3.6
<50
<50
<S.O
41
41
" 25
l!l!!I
1.,
4.7
6.5
<1.0
1.5
1.6
5.5
9.6
16
14
23
36
38
78 ..
93
110
130
85
150
150
110
130
99
100
87
87
64
" " ..
52
47
" 53
4l
37
" 35
24
23
12
II
9.1
5.7
" 19
" 14
200
22
20
26
<LO
21
19
12
,.2
8.4
12
20
21
<1S
<2S
<2S
<25
25
<25
<1S
<25
<25
<15
<15
<15
<25
<25
<25
<25
<25
<25
<15
<IO
10
II
<10
<IO
<IO
<IO
<IO
<IO
5.1
5 ,.,
<5.0
<5.0
<S.O
6.7
6.9
3.4 ,..
2.8
llliliil iiiil
Table 12
Groundwater Quality Summary
Macon/Dockery Site
<1.0
<1.0
<LO
<1.0
<LO
<LO
<1.0
<2.0
<2.0
<2.0
<5.0
<S.O
<50
<2S
<1S
<1S
<25
<15
<25
<1S
<25
<25
<25
<25
<15
<25
<1S
<25
<25
<25
<25
<1S
<IO
<10
<IO
<10
<10
<10
<IO
<10
<10
<20
<2.0
<2.0
<S.0
<5.0
<5.0
<2.0
<2.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<LO
<2.0
<2.0
<20
<5.0
<5.0
<5.0
<25
<25
<2S
<25
<25
<25
<25
<25
<25
<25
<25
<25
<25
<25
<25
<25
<2S
<1S
<15
<IO
<10
<IO
<10
<IO
<IO
<IO
<IO
<IO
<20
<20
Q.O
<S.O
<5.0
<S.O
<2.0
<2.0
<1.0
<1.0
<LO
<LO
<1.0
<LO
<LO
<LO
<1.0
<2.0
<20
<20
<5.0
<5.0
<5.0
<2S
<1S
<1S
<2S
<25
<25
<15
<2S
<2S
<2S
<25
<2S
<15
<25
<25
<25
<25
<25
<25
<IO
<IO
<10
<IO
<10
<IO
<IO
<IO
<10
<2.0
<2.0
<2.0
<5.0
<5.0
<5.0
<2.0
<2.0
<1.0
<LO
1000
<J.O
<J.O
<3.0
<J.0
<J.O
<J.O
<3.0
/4.0
/4.0
/4.0
<15
<15
<15
<75
<75
<75
<75
<75
<75
<75
<7'
<75
<75
<75
<75
<75
<75
<75
<75
<75
<75
<50
<30
<30
<30
<30
<30
<30
<30
<30
<30
/4.0
/4.0
<4.0
<IO
<10
<IO
/4.0
/4.0
<3.0
<3.0
.,.
<10 <10
<JO <10
<JO <JO
<10 <10
<10 <10
<10 <10
<10 <10
<10 <10
<20 <10
<20 <10
<50 <JO
<50 <10
<SO <10
<250 <10
<2SO <10
<250 <10
<250 <10
<250 <10
<250 <10
<250 21
<250 <10
<250 <10
<250 <10
<250 <10
<250 <10
<250 <JO
<250 <10
<250 13
<250 27
<620 <10
<620 13
<250 <:10
<100 <IO
<100 <10
<100 <1.0
<100 41
<100 37
<100 <10
<100 <10
<100 <10
<100 <10
<20 <10
<20 <10
<50 NA
<120 NA
<120 <10
<120 <IO
<20 <10
<20 <10
<10 5.3
<10 <5.0
3500 so
190
150 ,.,
120
110
100
" 100
I03
106
110
120
120
110
110
120
130
130
130
130
120
130
130
120
120
130
130 ,., ,.,
130
130
210
180
150
150
320
300
150
150
'"' 130
190
190
NA
NA
160
160
120
120
160
160
1000
liiiiil
<S.O
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<S.O
<S.O
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<S.O
<S.O
<S.O
<S.o
<S.O
<S.O
<5.0
<5.0
<5.0
<S.O
<5.0
<5.0
<S.O
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<S.O
<S.O
<1.0
<1.0
NA
NA
<1.0
<LO
NA
NA
NA
NA
-
,., ""'
26 ""'
19 ""' 25 <40
13 ""' <5.0 <40
<40
6.7 <40
25.3 <40
41.4 <40
6.8 <40
<5.0 <40
<5.0 <40
,, <40
<5.0 <40
<5.0 <40
<5.0 <40
<5.0 <40
<5.0 <40
12 <40
9.0 <40
5.7 <40
<5.0 <40
<5.0 <40
<5.0 <40
<5.0 <40
<5.0 <.40
8.8 <40
48.0 <40
5.8 <40
8.6 <40
10.0 <40
8.4 <40
10.0 <40
6.1 <.40
390.0 <40
370.0 <40
20.0 <40
16.0 <40
6.3 <40
<5.0 <40
17.0 <40
15.0 <40
NA NA
NA NA
<5.0 <40
<5.0 <40
<5.0 NA
<5.0 NA
7.0 NA
5.8 NA
50 100
-
<50
<50
<50
<50
<SO
<50
<50
<50
<50
<50
<50
<50
<SO
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<S-0
<50
<50
<50
<50
<50
<SO
<50
<50
<SO
<50
<50
<50
<50
<SO
<SO
<50
<50
<50
NA
NA
<50
<50
NA
NA
NA
NA
50
34
<.20
<20
31
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
35
82
22
24
72
" 34
<20
<20
21
4IO
20
52
34
24
48
31
190
130
62
22
<20
<20
" " NA
NA
41
57
<20
<20
<20
<20
5000
-
<0.)0
<0.30
<O.J0
<0.30
<0.30
<030
<0.30
<0.30
<I
<I
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
<030
<030
<030
<0.30
<O.J0
<O.J0
<03.0
I.I
<O.J0
<O.J0
<O.J0
<0.30
<0.30
<O.J0
<O.J0
<0.30
<0.30
<O.J0
<0.30
o.ss
0.38
0.67
<0.30
<0.30
<0.30
<0.82
<0.85
NA
NA
NA
NA
NA
NA
NA
NA
-
<30
<3.0
<3.0
<30
<30
<3.0
<3.0
<30
<30
<30
88
<30
<30
<J.0
<3.0
<30
<30
<3.0
<3.0
<3.0
<30
9.1 .,
<30
<30
<3.0
<3.0
<3.0
<30
<3.0
<3.0
<3.0
<30
<30
<J.O
7.4
6.2
<30
<30
<3.0
<30 ...
3.3
NA
NA
NA
NA
NA
NA
NA
NA
15
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
I.I
<IO
<IO
<IO
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
154
:,,..,
15
<5.0
NS
<5.0
<5.0
<50
8
<5.0
<5.0
<5.0
<50
<5.0
<5.0
5.0
6.0
6.0
<50
<5.0
<50
<S.O
<5.0
5.0
130
28.0
90
<5.0
8.0
8.5
12.0
<5.0
170.0
150.0
12.0
10.0
<5.0
<S.O
<5.0
<S.O
<S.O
7.0
,.o
<S.O
5.0
5.0
5.0
NA
--
MW9
(DUP)
(DUP2)
(DUP-1)
{DUP-1)
(DUP-!)
(DUP-1)
(DUP-l)
(DLIP-1)
(DUP-1)
(DUP-!)
(DUP I)
(DUP I)
(DUPl)
-
2/13/1996
S/2/19'6
7/31/1996
7/31/1996
11/611996
21511'"1
5/12/1997
8/611997
11112/1997
2/S/1998
1/S/1998
S/611998
8/7/1998
8/7/\9911
11/3/1998
ll/l/1998
2/10/1999
2/10/1999
S/IJJl999
S/13/1999
&IS/1999
8/5/1999
1 l/2/1999
I l/211999 vnnooo
2111nooo
S/"2111111
5"'2111111
"3nllllll
8'Jnooo
1/17/2001
7111/2001
7111/2001
1116/2002
7/J0/'2002
1/2812003
7110/2003
7/10/2003
llll/2004 .,,.,,,..
l/28/2005
1/28/2005
7/30/2005
7130/2005
-
<1.0
<1.0
<10
<10
<5.0
<1.0
"'' "'·' <1.0
<5.0
<10
<10
<5.0
<10
<10
<10
<5.0
<10
<10
<10
<10
<10
"'' <1S
<25
<2S
<2S
<25
<25
<25
<20
<20
<5.0
<l.0
<2.0
<20
<l.O
<LO
<1.0
<1.0
<LO
-
120 <10 25
]JO <10 160
2SO <10 340
190 <JO 320
170 <.S.O 100
76 8.2 13
80 52 S9
56 22 43
41 lJ 47
ISO 12 JIO
100 <10 220
63 S4 250
90 140 350
59 110 310
62 160 300
S6 200 280
75 110 130
71 ISO 160
73 270 250
80 220 200
S4 160 140
47 150 150
<2S 580 320
<25 560 340
<25 520 250
<2S 510 240
<2S 5IO 220
<2S 530 200
<2S 400 190
<25 410 180
71 45 19
SS 24 S.\
9.9 130 <5.0
Nol Sampled Due to
Nol Sampled Due to
Nol Sampled Doe to
31 7 51
36 6.6 40
32 <l.O 38
35 23 <4.0
37 60 10
37 60 11
28 IS 3.7
27 14 3.3
Remcdi3ticta Perfotmaoce Standar, 1 3500 70
NA -Not Analyzed DL = Dihmou DUP. ~
14
<20
<20
<lO
<10
<2.0
<4.0
<40
<20
<10
<20
<20
<10
<lO
<20
<20
<10
<21)
<20
<20
<20
<lO
<50
<50
<5-0
<50
<50
<50
<50
<50
<4.0
<4.0
<10
D,y
D,y
D,y
<4.0
<4.0
<10
<10
<lO
<20
72
<20
16
<10
" <10
<5.0
L8
6.9
6.6
12
<5.0
<10
16
27
20
22
23
18
18
JO
" 17
" 49
49
SI
" 69
" 56
" I]
10
<5.0
.. ,
•6 ,.6
5.1
IS
IS
<!.O
6.l
-
<10
<10
<10
<10
7
2.6
12 ,..
II
<10
<10
l6
28
27
JO
19
24 ,.
" ,.
41
98
1110
98
"' 89
" 72
" .. ,
l.7
29
<2.0
<2.0
<2.0
<2.0
9.l
9.6
LS
IA
2110
10
2l
24
21
II
13
7.3 •. ,
9.S
39
24
6S ..
JI
l2
32
22
24
l4
27
18
22 ..
47 .,
39
39
l6
l6
3S
S.6
3.6
<5.0
2.7
2.,
<2.0
<2.0
93
9.6
3.2
3.3
2.,
--Table 12
Groundwater Quality Summary
Macon/Dockery Site
Richmond County, North Carolina
Page 6 of 12
3S
160
1"1
100
7.S
42
9
6•
16
100
47 ,.
JO
19
19
<10
32
26
25
26
29
26
<l5
<l5
<25
<25
<lS
<25
<25
<l5
24
10
<5.0
14
II
14
<l.0
4.8
5.0
2.5
2.1
<10
<10
<10
<10
<5.0
1.4
<2.0
<2.0
<1.0
<5.0
<10
<10
<5.0
<10
<10
<10
<5.0
<10
<10
<10
<10
<10
<ll
<lS
<25
<lS
<lS
<ll
<ll
<ll
<l.O
<1.0
<S.0
<l.O
<2.0
<2.0
<l.O
<J.0
<1.0
<l.O
<1.0
<10
<10
<10
<10
<5.0
<1.0
<2.0
<2.0
<1.0
<5.0
<10
<10
<5.0
<10
<10
<10
<5.0
<10
<10
<10
<10
<10
<1S
<2S
<2S
<2S
<2S
<2S
"'' <2S
<1.0
<2.0
<5.0
<2.0
"'·' <2.0
<1.0
<1.0
<1.0
<l.O
<1.0
1111111
<30 160"F32 1200 7400 6.1
9.8 190 300 BOO <5.0
<JO <10 210 1300 <5.0
<30 120 170 1100 <5.0
13 220 47 BO <5.0
9.S 100 26 810 <S.O
<6.0 <20 68 1100 <5.0
<6.0 89 160 1&00 <5.0
<J.O <10 75.7 1070 <S.O
<IS <SO 43 690 <5.0
<30 <100 39 810 <5.0
<30 <100 31 760 <S.O
<IS <SO JS 900 <5.0
<JO <100 <10 660 <S.O
<30 <100 73 1300 <S.O
<30 <100 69 1200 <5.0
<15 <10 16 590 <S.O
<30 <IO 18 570 <5.0
<30 <100 58 1200 <5.0
<30 <100 52 940 <S.O
<30 <100 83 1700 <S.O
<JO <100 41 99IJ <S.O
<15 <250 630 2200 <S.O
<JS <250 1200 J400 <5.0
<JS <250 320 1600 <S.O
<JS <150 270 1400 <S.O
<.75 1100 69 6SO <S.O
<75 <:250 66 590 <5.0
<15 <t,20 26£1 1400 <S.O
<.75 <620 290 1500 <5.0
<6.0 <20 38 1700 <S.O
<6.0 <20 66 1200 <S.O
<IS <SO 90 220 <S.O
Not Sampled Due
Not Sampled Due
Not Sampled Due
<6.0 l4 <10 400 <1.0
<6.0 !SO <10 400 <l.O
<4.0 <SO <10 340 <LO
<-4.0 <SO 79 1700 <LO
<3.0 <IO 22 450 NA
<J.O <10 44 940 NA
<J.O <10 12 350 NA
<J.O <10 25 620 NA
400 ]SOIi so 1000
-
7&00 !WO 500 7\lO
5600 520 140 210
3900 290 78 140
4700 230 6t no
5100 84 <SO 33
4900 60 <SO 42
3900 <40 <SO 51
5000 360 67 170
4400 162 <50 81.4
4900 88 <50 39
5000 82 <SO 36
7900 46 <50 26
6&00 61 <SO 30
5800 54 <SO <20
5300 190 <SO 79
5800 180 <SO 64
3700 49 <50 30
3600 49 <50 29
3100 110 <50 56
3200 100 <SO 59
4000 200 <50 83
4100 110 <50 52
520 680 110 210
950 1200 220 360
300 400 66 120
260 350 59 99
85 84 <50 42
84 77 <50 62
260 310 54 120
290 340 61 130
5600 95 <SO 52
4900 120 <50 79
300 <40 <50 62
To Dry onditions
To Dry ondrtim>11
To Dry tions
6800 <40 <50 <20
5500 <40 <50 <20
3100 <40 <50 35
3600 ISO <SO 63
3400 NA NA 37
3600 NA NA 58
3600 NA NA <20
-BOO NA NA 29
so 1110 so 5000
-
2.6
4130
"1JO
"13-0
"1.JO
2
<0.30
LI
<I
<0.30
"1.30
"1.JO
<0.30
"130
0.70
0.50
"1.30
"1.30 .,,
0.30
0.79
0.36
<0.30
0.39
<0.30
<0.30
"130
"1.30
<0.30
<0.30
1.10
0.4'
<0.30
<0.30
"1.JO
<0.30
<0.30
0.31
NA
<0.30
NA
-
3S
12
12
9.6
<30
<30
3.S
3.5
<3.0
S.l
37
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
10
IS
5.2 ,2
<l.O
<l.O
6.0
6.2
<3.0
3.2
130.0
<3.0
<l.O
<l.O
<3.0
<3.0
<3.0
<l.5
LS
IS
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
<0.20
<0.20
<tl.20
<tl.20
<0.20
<0.20
0.59
0.58
0.73
0.61
0.26
0.31
LI
0.97
<tl.20
NA
LI
NA
<tl.20
NA
NA
NA
0.2
NA
"120
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
8"1
1700
SJO
940
260
l<-0
'"' 750
600
2<-0
210
61
39
34
180
270
l<-0
l<-0
220
250
270
220
19110
1600
12110
1100
42
120
510
570
470
380
2110
53
68
10
570
54
'" ISO
NA
--
2'1411996
""'"' 7/3M996
11/6-11996
2/411997
S/12/1997
8/611997
ll/1311997
215/1998
5/611998
8/7/1998
1114/\998
2/10/1999
5112/1999
8/5/1999
11/2/1999
2117/2000
"812000
813/2000
1117/2001
1111noo1
1/15/2002
7/30/2002
1128/2003
7/10/2003
1/13/2004
"'21112<11M
l/2&12005
1f3CV200S
-
<1.0
<1.0
<1.0
1.5
<1.0
<1.0
<1.0
<1.0
<l.O
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
Remediation Performance Standar,
-
<LO
<1.0
<!.O
<1.0
<1.0
<LO
<1.0
<LO
<LO
<LO
<l.0
<1.0
<LO
<LO
<1.0
<LO
<1.0
<J.O
<LO
<1.0
<1.0
<1.0
<LO
<1.0
<l.O
<1.0
<1.0
<LO
<LO
3'00
<.5
<.5
5.3
5.8
5.5
6.2
1.9
' 33
3.2
1.6
1.6 ,.,
1.8
<1.0
'' 2.1
1.9
<1.0 ,,
2
1.6
1.5
<1.0
<1.0
<1.0
<l.O
<1.0
<l.O
-
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<1.0
<1.0
<1.0
<1.0
<20
<2.0
<1.0
<1.0
70
-
<20
<2.0
<2.0
<20
<20
<2.0
<20
<20
<2.0
<2.0
<2.0
<2.0
<20
<2.0
<20
<2.0
<20
<20
<2.0
<2.0
<20
<2.0
<2.0
<2.0
<5.0
<S.O
<2.0
<2.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<IO
<1.0
<1.0
<1.0
<1.0
<1.0
<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
<1.0
<1.0
<1.0
<1.0
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<1.0
LI
<1.0
<1.0
<1.0
<1.0
<l.O
<LO
<1.0
<1.0
200
5.7
5.8
8.5
8 .•
8
2.9
6<
5.9
•. 3
2.9
2.6
2.,
3.1
1.6
2.5
3.3
2.6 ,.,
1.2
2.6 ,.. ,.,
<1.0
<!.O
<l.O
<l.O
I.I
<1.0
2.8
--Table 12
Groundwater Quality Summary
Macon/Dockery Stte
Richmond County, North Carolina
Page 7 of 12
<l.O
<1.0
<1.0
<1.0
<1.0
<l.O
<1.0
<1.0
<1.0
<1.0
<1.0
<l.O
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<l.0
<1.0
<1.0
<l.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<l.O
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<l.0
NA
NA
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<I.O
<1.0
<1.0
<1.0
<l.O
<1.0
<LO
<1.0
<LO
<1.0
<1.0
<1.0
<l.0
<1.0
<1.0
<1.0
<1.0
<LO
<1.0
<1.0
NA
NA
<l.O
<1.0
1000
<3.0
<3.0
<3.0
<30
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<30
<3.0
<3.0
<3.0
<30
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
NA
NA
<3.0
<3.0
"''
<IO
<IO
<IO
<IO
<IO
<IO
<IO
<IO
<IO
<IO
<IO
<IO
<IO
<IO
<IO
<IO
<IO
<IO
<IO
<IO
<IO
<IO
<IO
<IO
NA
NA
<IO
<IO
JSOO
<IO
<IO
<IO
<IO
<IO
18
16.6
<IO
<IO
<IO
<IO
<IO
<IO
16
<IO
II
16
II
" <IO
52
" 31
<IO
22
" <IO
8.9
"
9J
120
90
98
86
"" 120
99
98
120
110
100
99
220
170
120
130
230
200
180
"" '20
90
100
1<0
260
120
150
1000
<5.0
<5.0
<S.O
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<S.O
<5.0
<5.0
<5.0
<5.0
<S.O
<50
<5.0
<5.0
<5.0
" <5.0
<S.O
<1.0
<1.0
1.5
NA
NA
ll
JS
IO
18
,.1
130
34.6
" " JI
17
13
IO
100
66
ll
l8
9J
78
68
6611
330
20
II
18
91
" 32
,0
«II
«II
""' ""' """ «II
""' ""' «II
""' «II
""' ""' «II
""' ""' ""' """ ""' """ ""' """ """ NA
NA
100
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
170 ,..
<50
<50
<50
<,0
NA
NA
26
<20 .,
20.7
<20
<20
<20
22
" " ,.,
29
<20
" " " 30
170
73
" <20
" 39
<20
<20
,ooo
<0.30
4).30
<1).30
<030
<0.30
<030
<I
<0.30
<030
4>.30
<l).30
<0.30
4>.30
<l>.30
<0.30
<l).]0
<(I.JO
<ll.30
<ll.30
<0.30
<030
<l).]0
<ll.30
<0.30
<0.30
<l).30
41.30
<0.30
6.7
<3.0
<l.0
<30
<l.O
53
<l
II
<l •. ,
<30
<l.O
<3.0
•. 8
<l.0
<3.0
<3.0 ,.o ••• 33
20.0
IS.O
<l.O
<3.0
<l.O
<3.0
<3.0
2.2
"
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
<IO
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
,,.
"" ' 32
" <5.0 ,,.
110
" IO
611
21
<5.0
<5.0
<10
290
36
56
920
'80
180
2'00
1611(1
110
<5.0
16
330
90
170
--------"'"'·~~...,._~,~-------,. DL) 2/13/1996 5'2/1996 5'2/1996 7131/1996 11/611996 ]/511991 5/12/1997 8/611997 ll/12/1997 2/S/1998 5/611998 8/7/1998 11/3/1998 2110/1999 511311999 8/5/1999 11/2/1999 2117nooo ""'"" 813/2000 ]/\&r.!001 7/1 lnOOl 1/1612002 7/30/2002 1/28/2003 7110/2003 111312004 6'W2004 1/28/2005 7/30,'2005 <1.0 <1.0 <1.0 <1.0 <LO <LO <25 <S.O <1.0 <S.O <S.O <1.0 <S.O <SO <2.0 <SO <S.O <SO <SO <20 <2.0 <SO <1.0 <S.O <SO <2.0 <l.O 210E 2., " 42 <1.0 " <2S 32 <J.0 13 ' " 110 2'0 .. 100 43 )) 89 120 120 9.7 14 46 69 44 43 15 S4 43 <5.0 93 30 20 13 27 40 8.6 92 19 118 78 <2.0 36 13 <5.0 <5.0 26 <5.0 56 16 <5.0 43 9.4 <5.0 63 ·11 3.0 70 8.4 5.4 77 16 6.6 no 20 Not Sampled Due to Not Sampled Due IO Nol Sampled Doe to Not Samplo:d Due to <l.0 6 1.6 <5.0 36 <10 9.8 lSO 12 11 220 20 9.9 190 22 R=>cdiation Pm'onilaDCC Sw.iar, I ---3SOO 7 70 NA-N°' Am1y=f DL-Dilulioa DUP-~ 12 <2.0 <2.0 <2.0 <2.0 <20 <SO 8.9 <1.0 1.1 <LO 48 16 32 1.5 <l.O ., <1.0 " .. " <10 <5.0 8.2 <2.0 18 11 <10 13 16 <10 7.5 28 <2.0 14 6.2 <10 14 6.9 <10 20 !9 <4.0 7.6 6.1 <10 9.4 17 <10 s.s 12 <10 <5.0 7.4 <10 <5.0 9.9 <4.0 s.o 6.7 <4.0 12.0 12.0 <10 22.0 22.0 Dry itiom Dry onditions Dry "tions Dry Conditions <2.0 <1.0 <1.0 <25 6.7 <5.0 <25 33 20 <4.0 52 23 <2.0 58 2S 200 59 <1.0 12 7.8 J◄ 21 26 7.4 16 II ,, 14 23 18 4.0 6.0 <0.0 <S.O <S.O 2.4 ,.1 7.1 <1.0 <S.O <S.O 7.8 8 7 2.8 ----Table 12 Groundwater Quality Summary Macon/Dockery Site Richmond County, North Carolina Page 8 of 12 9101! 6611 IOOE 43 29 <10 <25 <S.O " <S.O <SO 7.2 8.6 <SO <2.0 <S.O <>O <SO <S.O <2.0 <2.0 <S.O <LO <SO <S.O <2.0 <1.0 4.1 <1.0 <1.0 <1.0 I <10 <2S <S.O <LO <S.O <SO <1.0 <S.O <S.O <2.0 <S.O <S.O <S.O <S.O <2.0 <2.0 <S.O <LO <5.0 <S.O <2.0 <1.0 <1.0 <1.0 <1.0 <l.O <1.0 <IO <2S <S.O <LO <S.O <S.O <1.0 <S.O <5.0 <20 <S.O <S.O <S.O <S.O <2.0 <2.0 <SO <l.O <S.O <S.O <2.0 <!.O 11100 <3.0 24°F32 210 <3.0 <10 <10 <3.0 <10 59 <3.0 <10 <10 <3.0 <10 18 <3.0 <JOO 240 <75 <250 S20 <15 <3.0 <15 <15 <J.O <15 <15 <M <15 <15 <15 <15 <6.0 <6.0 <IS <J.O <10 <IO 40 <3.0 400 <SO <10 <SO <50 <10 <SO <SO <20 <SO <SO <SO <SO <20 <SO <SO <10 <120 <120 <20 <10 3'00 <10 37 Sl.2 23 29 18 <IO 18 13 1611 180 120 2000 2400 191111 ,10 48 130 7611 190 ,. 170 <10 170 <IO 120 130 120 94 130 1◄1 90 97 170 130 110 89 21111 230 1,0 220 3611 330 Nm Nm No< No< " 93 160 230 )JO 1000 -<5.0 <S.O <S.O <S.O <S.0 <S.O <S.O -391111 <S.O 3100 <S.O 291111 2'00 2800 87 <Ml 41 <Ml 78 ISO 91 <5.0 2600 <40 <5.0 2600 <40 <5.0 2600 46.S <5.0 2200 <40 <5.0 1800 <40 <5.0 3400 44 <5.0 2300 <40 <5.0 1700 <40 <5.0 1400 <40 <S.O 1800 97 <5.0 1700 130 <5.0 1400 71 <S.O 1600 ISO <5.0 2100 270 <S.O 2000 260 _I., _,., ""''"" Sampled <1.0 430 56 <1.0 770 <40 <l.O !300 65 NA 1600 NA NA 1700 NA " 100 -<SO <SO <SO <SO <SO <50 <SO <50 <SO <SO <SO <SO <SO <SO <SO <SO " 69 <50 83 1611 130 °"' °" °" °" <SO <SO <SO NA NA " <20 <211 <211 <20 <20 <20 24 <20 <211 26.2 <211 <20 JI " " <211 JO 37 <211 .. 96 80 To To To To 61 <20 21 .. 67 5000 --<II.JO <II.JO <II.JO <II.JO <II.JO <II.JO <II.JO <3.0 <3.0 <3.0 <3.0 <3.0 <3.0 <3.0 O.SI <0.20 0.22 <0.20 <0.20 <0.20 <1120 <0.30 <3.0 0.12 <0.30 <3.0 <0.20 <1.0 <3.0 <0.20 <0.30 <3.0 <0.20 <0.30 <3.0 <0.20 <0.30 <3.0 <0.20 <0.30 <3.0 <0.20 <0.30 <3.0 <0.20 0.30 <3.0 <0.20 <0.30 8.8 0.32 <0.30 4,8 0.25 <0.30 <3.0 <0.20 <0.30 <3.0 <0.20 0.85 9.2 0.81 0.66 9.4 0.35 Dry Conditions Dry onditiolll Dry lions Dry onditions <1.4 <3.0 OJI <0.30 <3.0 l NA NA <0.20 NA NA 0.72 NA NA 0.31 15 I.I -<IO <IO <IO <IO NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 15' 53 <S.O 47 <S.O 23 39 JI 13 75 120 21 52 15 14 IO 3911 6611 "' ,20 1300 1300 91 14 1911 320 1200 -
-----
MW-21 2/1411996
"211996
7/J0/1996
lln/1996
2/411997
5112/1997
8/!Yl997
11/1111997
2/611998
51511991
11/611998
11/3/1998
2/11/1999
S/11/1999
81611999
11/)11999
2111nooo ,,.,,,000
8n/2000
1/18/2001
711112001
1/IS/2002
lnM002
1n1112001
7/10/2003
1/13/2004
"28121104
1128/2005
7/3112005
Remediation Performance Stzndar,
NA=-Not Analyzcd
<1.0
<J.O
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<l.O
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
J 1
2.1
<LO
1.,
18
I.]
LI
1.•
<!.O
I.<
<1.0
<1.0
1.2
<1.0
<l.O
LI
<1.0
I.]
14
I.>
2A
I ,.,
LI
1.6
<!.0
I.]
2.0
1.2
1 3500
DUP -Duplicate
<1.0
<l.O
<1.0
<1.0
<1.0
<LO
<1.0
<LO
<LO
<1.0
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<l.0
<1.0
<1.0
<1.0
<1.0
<LO
<l.0
lS
<!.O
-
<LO
<l.O
1.2
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
1
<1.0
<l.O
<l.O
<10
<1.0
LI
1.9
1.9
1.7
14
10
1.6
23
1.6
1A
<2.0
<10 ,..
<LO
70
-
<l.O
<l.O
<l.O
<l.O
<l.O
<l.O
<l.O
<l.O
<l.O
<l.O
<l.O
<l.O
<l.O
<l.O
<l.O
<l.O
<l.O
<l.O
<l.O
<l.O
<l.O
<1.0
<20
<!.O
<l.O
<5.0
<5.0
<l.O
<l.O
1.2
<1.0
<l.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<J.O
<1.0
<l.O
<l.O
<1.0
<l.O
<1.0
<1.0
<1.0
<1.0
<10
<1.0
<LO
<1.0
<1.0
1.9
LI
-
<LO
<l.O
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<l.O
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
LI
<1.0
<1.0
<1.0
<LO
<l.0
<l.0
<1.0
<1.0
100
,,
<l.0
S.J
<1.0
7.1
7.7
6.4
'7 ' 10
8.7
7.6
9]
6.9
7.S
7.2 ,.,
8.9
9.6
10
10 ,, ,.,
9
7.1
7.S
40
18
---Table 12
Groundwater Quality Summary
Macon/Dockery Site
Richmond County, North Carolina
Page 9 of 12
<1.0
<LO
<1.0
<1.0
<l.0
<l.O
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<l.0
<l.O
<1.0
<l.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<l.O
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1"
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
NA
NA
<l.0
<1.0
<1.0
<I.O
<1.0
1.,
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
NA
NA
<LO
<1.0
1000
<JO
<JO
<J.O
<3.0
<J.O
<JO
<3.0
<J.O
<JO
<JO
<JO
<J.O
<3.0
<3.0
<3.0
<J.O
<JO
<JO
<JO
<J.O
<J.O
<JO
<J.O
<J.O
<3.0
NA
NA
<JO
<JO
401) JSOO
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
NOT
<10
<10
NA
<10
<10
11 ,.
-
<50
<50
<50
<50
<10
<50
<50
<50
<50
<50
<50
<50
<50
<SO
<SO
<50
<50
<50
<50
<50
<50
<50
ALYZ
<50
<50
NA
<50
<50
9.1
1000
<5.0
<S.O
<S.O
<5.0
<5.0
<5.0
<5.0
<5.0
<50
<5.0
<S.O
<5.0
<5.0
<5.0
<5.0
<S.O
<S.O
<S.O
<S.O
<5.0
<5.0
<S.O
DUE
<S.O
<1.0
NA
<J.O
NA
NA
-
6.3
<5.0
<5.0 ,.,
<5.0
<5.0
<5.0
<5.0
<50
<5.0
<S.O
<5.0
<5.0
<5.0
<5.0
<5.0
<S.O
<5.0
<5.0
<5.0
<5.0
<50 ro
<5.0
<50
NA
" <5.0
9.8
so
<40
<40
<40
<40
<40
<IO
<IO
<40
<IO
<40
<40
<IO
<IO
<IO
<IO
<IO
<IO
<IO
<IO
<IO
<IO
<IO
LAB
<IO
<IO
NA
<40
NA
NA
100
-
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<SO
<50
<50
<50 wss
<50
<50
NA
<50
NA
NA
<10
<20
<!O
<!O
<10
<20
<20
<20
<20
<20
<20
<10
<10
<10
<10
<!O
<10
<10
<10
<10
<10
<20
OF
<20
<10
NA
94
<20
91
sooo
--
<ll.30
<0.30
-Q).30
<tl.30
<tl.30
-Q).30
<0.30
<1.0
-Q).30
<030
<030
-Q).30
<ti.JO
<0.3-0
<tl.30
<ti.JO
<0.30
<tl.30
-Q).30
<1).30
<1).30
<ti.JO
<] 0
10
<3.0
<3.0
<JO
<] 0
<] 0
<JO
<JO
<JO
<JO
<JO
<JO
].]
<JO
<3.0
<JO
<JO
<] 0
<JO
<JO
<JO
METALS SAMPLE
-Q).30
<03-0
NA
NA
NA
NA
<JO
<30
NA
NA
NA
NA
IS
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
<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
15'
<5.0
11
<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
10
21
18
-
liiiii liiiii iiiil --
(DUP)
2/15/1996
SfJ/1996
5/311996
7/J<Yl996
111611996
2/4/1997
S/12/1997
S/611997
!IIIJ/1997
2/511998
5/5/1998
&/6/1998
Jl/4/1998
2/]Q.11999
5/13/)999
8/511999
11/311999
2111nooo
SIYlOOO
""2000
J/1812001
7/llnOO!
111512002
7/30/2002
i/28/2003
7/10/2003
1113/2004
6/28/2004
J/27n005
7/3 l/2005
Remediation Paformancc Standarl
NA • Not Analyzed
<LO
<1.0
<LO
<1.0
<1.0
<l.0
<LO
<l.0
<1.0
<1.0
<l.0
<1.0
<LO
<I.Cl
<I.Cl
<l.0
<1.0
<1.0
<I.Cl
<I.Cl
<I.Cl
d.O
<1.0
<I.Cl
<LO
<1.0
<].
<l.0
<I.Cl
<l.0
3.9
2., ,..
l.l
4.J
60 ,.,
7.J ,.,
9l
IO
9.1
" ,.
" ,.
" 22
" ,.
16
6.8 ..
II
8.2
" 1.8
31
41
6.7
3500
DL ,.Dillltion
<1.0
<LO
<I.Cl
<rn
<LO
1.6
3.4
1.1
2.1
1.6
<I.Cl
I.I
I.)
I.I
<l.0
I.I
1.1
I.I
<1.0 ,.,
<1.0
<1.0
I
<1.0
<1.0
1.1
<I.Cl
3.9
3.l
ou,. <q>l,c:c:
,., , ..
48
6J
4.9
,2
IO
7.9
8.1
II
7.2
6.1
5.4 ,.,
II
6.0
7.6 ,.,
7.3 ,.,
l4
J.9
44
l.8
l.4
1.9
<2.0
<2.0
<2.0
1.6
70
·<20
<2.0
<2.0
<2.0
<2.0
<20
<20
<20
<2.0
<20
<2.0
<2.0
<20
<20
<20
<20
<20
<20
<20
<20 .,,.
<2.0
<20
<20
<2.0
<20
<.l.0
<.lO
<20
<2.0
<1.0
<LO ,.,
<1.0
1.1
2.7
3.8
2.)
J.4
2.6
).4
1.2
1.4
2.1
2.1
1.1
1.6
1.6
1.9
1.6 ,,
1.1
<l.0
I.)
<1.0
<I.Cl
<1.0
<1.0
1.4
1.5
-
<]•
<I.Cl
<1.0
<LO
<1.0
I
<1.0
<I.Cl
<I.Cl
I.I ,.,
I.I
1.4
IJ
2.1
1.7 , ..
1.8
1.1
I.I
I.I
1.4
<1.0
<l.0
<I.Cl
<1.0
<I.Cl
<I.Cl
<1.0
<1.0
200
24
II
ll
20
12
16
19
" " 16
12
" I)
IO
12
" 7.2
6)
7.3
6.7
6.5
7.9
89
66
2.9
4
2.6
<I.Cl
1.5
1.6
28
----Table 12
Groundwater Quality Summary
Macon/Dockery Site
Richmond County, North Carolina
Page 10 of 12
<LO
<1.0
<1.0
<l.0
<1.0
<1.0
<l.0
<:I.Cl
<1.0
<l.0
<1.0
<1.0
<t.0
<J.0
<I.Cl
<l.0
<1.0
<I.Cl
<I.Cl
<LO
<LO
<I.Cl
<1.0
<1.0
<I.Cl
<I.Cl
<1.0
<J.0
<1.0
<I.Cl
<1.0
<1.0
<I.Cl
<1.0
<I.Cl
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<l.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<J.0
<1.0
<1.0
<1.0
<1.0
<1.0
<l.0
NA
NA
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
I
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<]•
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
NA
NA
<1.0
<1.0
1000
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.
<J.O
<3.0
<3.0
<3.0
<3.0
<J.O
<3.0
<3.0
<J.O
<3.0
<J.O
<J.O
<J.O
<J.O
<J.O
<l.O
<3.0
<l.O
NA
NA
<l.O
<J.O
4111)
20
<IO
<IO
<20
<IO
<IO
<IO
<IO
<IO
<IO
<IO
<IO
<IO
<IO
<IO
<1.0
<IO
<IO
<IO
<IO
<IO
<IO
<IO
<IO
<IO
<IO
NA
NA
<IO
<IO
3500
" 29
<IO
<IO
<IO
<IO
<IO
<IO
<IO
<IO
<IO
<IO
<IO
<IO
ll
21
12
<IO
<IO
19
<IO
19
<IO
16
<IO
<IO
NA
<IO
<IO
<.l.O
50
23-0
170
<l-0
<.lO
<lO
<IO
<l-0
<lO
<l-0
<l-0
<.lO
<l-0
<l-0
<lO
54
" <50
<50
<50
ll
<50
" <.lO
" <50
<.lO
NA
<.lO
<50
II
1000
-
lJ
<.l.0
<.l.0
<.l.0
<S.O
<.l.0
<.l.0
<S.O .,,.
<.l.0
<5.0
"'" <.l.0
<5.0
<.lO
<5.0
<.lO
<5.0
<.lO
<5.0
<S.O
<S.O
<.lO
<.lO
<5.0
<1.0
NA
<1.0
NA
NA
-
1200
900
<.l.O
79
" l2 .,
" 41.1
31
" )9
]JO
60
470
650
260
71 ,.,
200
51
4]0
IO
420
))
" NA
" ))
65
50
<411
"'° "'° <411
<411
<411
<411
<40
<40
"'° <411
<40
<40
<411
56
68
<40
<40
<40
<40
<40
<411
<411
<411
<40
<411
NA
<40
NA
NA
-
120
87
<.>O
<.lO
<50
<.>o
<511
<l-0
<.lO
<.>o
<.lo
<l-0
<.lO
<50
<.lO
<.lO
<.lO
<.lO
<.lO
<.lO
<l-0
<50
<.lO
<.lO
<.lO
<.lO
NA
<50
NA
NA
50
260
150
<20
" <20
<IO
<20
<20
<20
<20
<20
<20
41
<20
l2
74
" <20
2l
64
<20
96
<20
" <20
<20
NA
<20
<2-0
<20
lOOO
-
<O.l0
<OJO
<OJ0
<OJ0
<O.JO
<OJO
<O.JO
4.7
<LO
<O.JO
<0.30
<O.JO
<OJ0
<O.JO
<0.30
<O.l0
<O.l0
<O.JO
<O.l0
<O.JO
<ll.l0
<ll.30
<OJO
<O.l0
<0.30
<030
NA
<O.JO
NA
NA
--
" 21
<3.0
3.l
<3.0
<30
<3.0
410
<30
<30
<30
<3.0
<3.0
<3.0
<30 .,
3.6
<3.0
<30
40
<30
5.1
<3.0 .,
<JO
<3.0
NA
<30
NA
NA
0.22 <10
<ll.20 <10
<0.20 <10
<0.20 NA
<0.20 NA
<020 NA
0.08 NA
<0.20 NA
NA NA
<0.20 NA
<0.20 NA
<0.20 NA
<0.20 NA
<0.20 NA
<0.20 NA
<0.20 NA
<0.20 NA
<n.20 . NA
<0.20 NA
<0.20 NA
<0.20 NA
<0.20 NA
<0.20 NA
<0.20 NA
<0.20 NA
<0.20 NA
<0.20 NA
4l.20 NA
<0.20 NA
<n.20 NA
I.I 154
14111)
l<O
"'" " 20
" , ..
19
12
<.l.O
9
' " ll
110
110
91 ,.
)4
IJO
27
110
<.>o
]JO
16
JI
12
18
II
70
-
§
8
t t t t t C:>C;:, i:, 0 ;_,
ttzzt 0 0 > ► C:,
1-----------------{
CC66C66Cl6~6t~~6C~666 ========oooo~oooooooc:,
zz~tl ~llll~Wg§lllllg~~s=~~~ ►►~ccffffcccc~c ccccc ~ c~
e&i:ggg~~~~~~~~~~g~~~
888888P8888AoAAAAP88A ~~~~~~=~~~~~=~~~~~~~~
zzzzzzzzzzzzzzzzzzttt ►►►►►►►>►►►►►►►> ►>ccc
1-------------------~N
D D u I I
I
I
I
;o Q E ;;· ::r 0 3 C: 0 ;:: :, :, "' §" I lJ a. 8
() "' ~oa<D-i CD C: ""' Q)
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- 0 '< N§;u,u,
-· C: o 1D 3 !l 3 I 0 "' 5" '< "'
I
I
I
I
I
I
I
iiiiil iiiiil --2114/1996 S/2/1996 7/30/1996 11/6/1996 2/411997 5/12/1997 8/7/1997 l\/11/1997 2/5/1998 S/ti/!998 &/611998 ll/411998 2/10/1999 5/13/1999 &/5/1999 11/3/1999 2/16/2000 3'8/2000 sn/2000 1117/2001 7/20/2001 1115/2002 7'30/2002 1'2&/2003 7110/2003 1/13/2004 6'!8/2004 1/28/2005 7/31/2005 Remediation Performance staooi,-. NA"' Noe Analyz DL "'Dilution <1.0 <1.0 <1.0 <LO <1.0 <1.0 <LO <1.0 <1.0 <1.0 <1.0 <LO <LO <LO <1.0 <1.0 <1.0 <LO <LO <LO <1.0 <2.0 <2.0 <2.0 <1.0 <1.0 <LO <l.O <1.0 -u u u u ., u u u u u D u 4 u u 4 u M II M u G • G 21 u u II u 3500 DUP-....,i;c... 61 ,., 44 3.4 S.6 65 42 62 4.2 44 1.3 <1.0 <1.0 <1.0 <1.0 <LO <LO <LO <LO 3.0 <1.0 <2.0 7.l S.\ 3.1 <1.0 <1.0 1.7 <1.0 -I.< <1.0 \.S <:1.0 <:1.0 <1.0 I.I 2.S 2 3.1 I.I II 1.7 2.4 2.2 2.6 2.6 2.6 1.7 \.2 <1.0 <2.0 2.8 <20 I <20 <2.0 <l.0 <l.0 70 -<2.0 <2.0 <2.0 <2.0 <20 <20 <2.O <2.0 <20 <2.0 <2.O <2.0 <2.0 <2.0 <2.0 <2.0 <20 <20 <20 <2.0 <2.0 <4.0 <4.0 <4.0 <2.0 <S.O <S.O <2.0 <2.0 <LO 1., <LO <LO <l.O <l.O <l.O <1.0 <1.0 1.7 <1.0 <J.0 <1.0 <LO <LO <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <2.0 <2.0 <2.0 <l.0 <l.O <l.O <1.0 <1.0 -3.2 1.7 1.8 1.9 ,, 2., 2.8 3 2.6 H ,., <1.0 <I.O <LO <1.0 <1.0 <1.0 1.3 ,., 2.0 IS 37 4.7 ., 1.8 <1.0 <LO ,., <LO 200 3.1 ,, 2J 3.4 '3 4.7 ].\ 4.4 2.8 4.3 l.9 2.2 2.4 29 2.J '' 2.4 28 ,, 1.6 I <10 <2.0 <!.O <1.0 <!.O <LO <LO <LO '' ----Table 12 Groundwater Quality Summary Macon/Dockery Site Richmond County, North Carolina Page 12 of 12 <2.0 <2.0 <LO <LO <1.0 <LO <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <LO <1.0 <1.0 <1.0 <1.0 <1.0 <2.0 <2.0 <2.0 <LO <1.0 <1.0 <LO <1.0 <2.0 <2.0 <1.0 <1.0 <1.0 <LO <1.0 <1.0 <1.0 <1.0 <1.0 <J.0 <1.0 <1.0 <1.0 <1.0 <LO <LO <1.0 <1.0 <1.0 <2.0 <2.0 <2.0 <1.0 <1.0 <1.0 <1.0 <1.0 <2.0 <2.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <LO <LO <2.0 <2.0 <2.0 <1.0 <!.O <1.0 <1.0 <1.0 1000 <6.0 <6.0 <l.0 <l.O <l.O <l.O <l.O <l.O <l.O <l.O <l.O <l.O <l.O <l.0 <l.0 <l.O <l.O <l.O <J.O <l.O <l.O <6.0 <6.0 <6.0 <l.O <2.0 <2.0 <l.0 <J.0 400 <20 <20 <IO <IO <IO <IO <IO <IO <IO <IO <IO <IO <>O <IO <IO <IO <IO <IO <IO <IO <IO <20 <20 <20 <IO <25 <25 <10 <IO 3500 41 \] \] <IO II 17 <10 <10 II " \] <10 II II <IO II <IO 1, JO <IO 10 II <IO <IO <IO <10 12 <10 6.4 50 270 IIO 71 <50 91 67 71 <50 " 100 82 <50 8J .. 71 " <50 120 200 60 <SO "' <50 <SO <SO <SO <SO NA 6.7 1000 -<S.O <S.O <S.O <S.O <S.O <S.O <5.0 <S.O <S.O <5.0 <5.0 <S.O <5.0 <S.O <5.0 <S.0 <S.0 <S.O <S.O <S.O <S.O <S.O <S.O <5.0 <LO <1.0 <1.0 NA NA -2200 780 "' 270 760 "" '" 245 630 770 650 ]10 610 460 480 '" 240 "' 1700 410 110 ,oo 180 2IO 44 II \] 290 12 50 <AO <40 <AO <AO <AO <AO <40 <AO <AO <AO <40 <40 <AO <AO <40 <40 <40 <40 <40 <40 <AO <AO <40 <40 <AO <AO <AO NA NA 100 -160 " <SO <SO <SO <SO <SO <SO <SO <SO <SO <SO <SO <SO <SO <SO <SO 62 120 <SO <SO <SO <SO <SO <SO <SO <SO NA NA 50 260 " " 39 91 67 60 37.7 " 82 66 J7 6J 48 " S1 <20 \Oil 180 66 <20 " 22 22 <20 <20 46 NA <20 5000 -<O.JO 4>.30 <OJO <O.JO <O.JO 4>.30 <O.JO <1.0 <03 <03 <O.JO <O.JO <O.JO <0.30 <O.JO <0.30 <0.30 <0.30 <0.30 <0.30 <0.30 <O.JO <030 <0.30 <0.46 NA NA <OJO <0.30 -39 " " 4J 12 9.l 7.6 <l.0 IO IO IO <l.O 7.1 8.0 8.1 7.4 <l.O 13.0 24.0 4.S <l.O 7.1 <l.O <l.O <3.0 <3.0 <l.0 4.6 <1.5 15 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA I.I -<10 <10 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 154 ~&-'_{ 800 2lO 260 170 260 JOO 240 \JO ]JO 290 210 120 340 180 '"' ]10 " 500 980 260 " 210 88 140 22 17 14 41 60 -
I
I
I
I
I
I
I
I
I
I
I
g
0
u
0
D
m
I
1sample
:Location
VE-01
OW-I
OW-3
OW-5
SVE Exhaust
TABLE13
Air Quality Summary
Macon/Dockery Site -Richmond County, North Carolina
Page 1
II
Date
I
Chloroform I ,2•Dichloroethene Trichloroethene
ml!im3 ml!im3 ml!im3
2/22/1996 <10 <JO <JO
6/5/1996 <10 <JO <JO
7/1/1996 <JO <JO <10
11/8/1996 <10 <JO <JO
6/23/1997 <10 <JO <10
11/13/1997 <2.0 2.3 <2.0
6/19/1998 <2.0 <2.0 <2.0
11/4/1998 <2.0 <2.0 <2.0
5/13/1999 <2.0 <2.0 <2.0
11/3/1999 <2.0 <2.0 <2.0
5/8/2000 <1.0 <1.0 <1.0
2/22/1996 <10 <JO <10
6/5/1996 <10 <10 <10
7/1/1996 <10 <10 <10
11/8/1996 <10 <JO <10
6/23/1997 <10 <10 <IO
11/13/1997 <2.0 <2.0 <2.0
6/19/1998 <2.0 <2.0 <2.0
11/4/1998 <2.0 <2.0 <2.0
5/13/1999 <2.0 <2.0 <2.0
11/3/1999 <2.0 <2.0 <2.0
5/8/2000 <1.0 <1.0 <1.0
2/22/1996 <10 80 <JO
6/5/1996 <10 <10 <10
7/1/1996 230 <10 <JO
11/8/1996 <10 <JO <10
6/23/1997 <10 <JO <JO
11/13/1997 <2.0 <2.0 <2.0
6/19/1998 <2.0 <2.0 <2.0
11/4/1998 <2.0 <2.0 <2.0
5/13/1999 <2.0 <2.0 <2.0
11/3/1999 <2.0 <2.0 <2.0
5/8/2000 <1.0 <1.0 <1.0
2/22/1996 <10 380 <10
6/5/1996 <10 <IO <10
11/8/1996 <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 <1.0
2/14/1996 <10 <10 <IO
2/15/1996 <10 <IO <10
2/16/1996 <10 <JO <10
Toluene
me/m3
<10
<JO
<10
<JO
<10
<2.0
<2.0
<2.0
<2.0
<2.0
<1.0
<10
<10
<10
<10
<JO
<2.0
<2.0
<2.0
<2.0
<2.0
<1.0
<10
<10
<10
<10
<10
<2.0
<2.0
<2.0
<2.0
<2.0
<1.0
<10
<10
<JO
<10
<2.0
<2.0
<2.0
<2.0
<2.0
<1.0
45
43
73
I
I
I
I
I
I
I
I
I
n
n
I
I
I
I
n
R
Sample
Location
SVE Inlet Linc
TABLE 13
Air Quality Summary
Macon/Dockery Site -Richmond County, North Carolina
Page 2
Date Chloroform 1,2-Dichloroethene Trichloroethene
me/m3 m•/m3 me/m3
4/3/1996 <JO <10 <10
6/5/1996 <10 <10 <10
7/1/1996 <10 <10 <10
8/1/1996 <10 <10 <10
2/5/1997 <10 <10 <10
6/23/1997 <10 <10 <10
8/7/1997 <2.0 <2.0 <2.0
11/13/1997 <2.0 <2.0 <2.0
2/6/1998 <2.0 <2.0 <2.0
5/7/1998 <2.0 <2.0 <2.0
8/7/1998 <2.0 <2.0 <2.0
11/4/1998 <2.0 <2.0 <2.0
2/11/1999 <2.0 <2.0 <2.0
5/13/1999 <2.0 <2.0 <2.0
8/5/1999 <2.0 <2.0 <2.0
11/3/1999 <2.0 <2.0 <2.0
5/8/2000 <1.0 <1.0 <1.0
8/3/2000 <1.0 <1.0 <1.0
6/5/1996 57 <10 <10
7/1/1996 <10 <10 <10
Toluene
me,lm3
<10
<10
<10
<IO
<10
<10
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
1.2
<1.0
<IO
<10
I
I
I
I
I
I
I
I
I
I
I
D
D
D
D
I
I
1sample
:Location
Unncr Docken,, Air Stack
TABLE13
Air Quality Summary
Macon/Dockery Site -Richmond County, North Carolina
Page 3
II
Date
I
Chloroform 1,2-Dichloroethene Trichloroethene
mi,/m3 mi,/m3 mi,/m3
2/16/1996 <10 <10 <10
4/3/1996 <10 <10 <10
6/5/1996 <10 <10 <10
7/1/1996 <10 <10 <10
8/1/1996 <10 <10 <10
11/8/1996 <10 <10 <10
2/5/1997 <10 <10 <10
5/12/1997 <10 <10 <10
8/7/1997 <2.0 <2.0 <2.0
11/13/1997 <2.0 <2.0 <2.0
2/6/1998 <2.0 <2.0 <2.0
5/7/1998 <2.0 <2.0 <2.0
8/7/1998 <2.0 <2.0 <2.0
11/4/1998 <2.0 <2.0 <2.0
2/11/1999 <2.0 <2.0 <2.0
5/13/1999 <2.0 <2.0 <2.0
8/5/1999 <2.0 <2.0 <2.0
11/3/1999 <2.0 <2.0 <2.0
5/9/2000 <1.0 <1.0 <1.0
8/3/2000 <1.0 <1.0 <1.0
1/18/2001 <1.0 <1.0 <1.0
7/11/2001 <1.0 <1.0 <1.0
1/16/2002 <1.0 <1.0 <1.0
7/31/2002 <1.0 <1.0 <1.0
1/28/2003 Svstcm Down -Not Samolcd
7/16/2003 Svstem Down -Not Samoled
1/13/2004 <1.0 <1.0 <1.0
6/28/2004 <1.0 <1.0 <1.0
1/27/2005 <1.0 <1.0 <1.0
8/25/2005 <1.0 <1.0 <1.0
10/30/2005 <1.0 <1.0 <1.0
1/28/2006 <1.0 <1.0 <1.0
4/30/2006 <1.0 <1.0 <1.0
Toluene
mi,im3
<10
<10
<10
<10
<10
<10
<10
<10
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
I
I
I
I
I
I
I
u
D
I
I
R
I
I
I
:Location
!Sample
Lower Dockcrv Air Stack
TABLE13
Air Quality Summary
Macon/Dockery Site -Richmond County, North Carolina
Page 4
II
Date
I
Chloroform 1,2-Dichloroethene Trichloroethene
ml!im3 ml!im3 ml!im3
4/3/1996 <10 <10 <10
8/1/1996 <10 <10 <10
11/8/1996 <IO <10 <10
5/12/1997 <10 <10 <10
11/13/1997 <2.0 <2.0 <2.0
2/6/1998 <2.0 <2.0 <2.0
5/7/1998 <2.0 <2.0 <2.0
8/7/1998 <2.0 <2.0 <2.0
11/4/1998 <2.0 <2.0 <2.0
2/11/1999 <2.0 <2.0 <2.0
5/13/1999 <2.0 <2.0 <2.0
8/5/1999 <2.0 <2.0 <2.0
11/3/1999 <2.0 <2.0 <2.0
5/9/2000 <1.0 <1.0 <1.0
8/3/2000 <1.0 <1.0 <1.0
1/00/0 I System Down -Not Sampled
4/24/2001 <1.0 <1.0 <1.0
7/11/2001 Svstem Down -Not Sampled
7/31/2002 Svstem Down -Not Samoled
1/28/2003 System Down -Not Sarnoled
7/16/2003 <1.0 <1.0 <1.0
1/13/2004 <1.0 <1.0 <1.0
6/28/2004* Remediation System Suspended -Sample Not Collected
1/27/2005* Remediation System Suspended -Sample Not Collected
8/25/2005 Remediation Svstcm Susoendcd -Samole Not Collected
10/30/2005 Remediation Svstem Susocndcd -Samolc Not Collected
1/30/2006 Remediation Svstem Susoended -Samole Not Collected
4/30/2006 Remediation System Suspended -Sample Not Collected
Toluene
ml!im3
<10
<10
<10
<10
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<1.0
<1.0
<1.0
<1.0
<1.0
I
I
I
I
I
I
I
I
I
u
D
I
I
I
I
I
g
D
!Sample
,Location
Macon Source Air Stack
TABLE13
Air Quality Summary
Macon/Dockery Site -Richmond County, North Carolina
Page 5
II
Date
I
Chloroform 1,2-Dichloroethene Trichloroethene
m•im3 mefm3 me/m3
2/16/1996 <10 <10 <10
4/3/1996 <10 <10 <10
5/3/1996 <IO <10 <IO
6/5/1996 50 <IO <10
7/1/1996 <10 <10 <IO
8/1/1996 <10 <IO <IO
11/8/1996 <10 <10 <IO
2/5/1997 <IO <10 <10
5/12/1997 <10 <10 <IO
8/7/1997 <2.0 <2.0 <2.0
11/13/1997 <2.0 <2.0 <2.0
2/6/1998 <2.0 <2.0 <2.0
5/7/1998 <2.0 <2.0 <2.0
8/7/1998 <2.0 <2.0 <2.0
11/4/1998 <2.0 <2.0 <2.0
2/11/1999 <2.0 <2.0 <2.0
5/13/1999 <2.0 <2.0 <2.0
8/5/1999 <2.0 <2.0 <2.0
11/3/1999 <2.0 <2.0 <2.0
2/17/2000 <2.0 <2.0 <2.0
5/8/2000 <1.0 <1.0 <1.0
8/2/2000 <1.0 <1.0 <1.0
1/18/2001 <1.0 <1.0 <1.0
7/11/2001 <1.0 <1.0 <1.0
1/16/2002 <1.0 <1.0 <1.0
7/31/2002 <1.0 <1.0 <1.0
1/28/2003 System Down -Not Samolcd
7/16/2003 <1.0 <1.0 <1.0
1/13/2004 <1.0 <1.0 <1.0
6/28/2004 <1.0 1.2 <1.0
1/27/2005 <1.0 <1.0 <1.0
8/25/2005 <1.0 <1.0 <1.0
10/30/2005 <1.0 <1.0 <1.0
1/28/2006 <1.0 <1.0 <1.0
4/30/2006 <1.0 <1.0 <1.0
Toluene
me/m3
<10
<10
<10
<10
<IO
<IO
<10
<10
<10
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
I
I
I
I
I
I
I
I
D
I
I
I
I
0
I
I
I
!Sample
:Location
U/L Macon Air Stack
TABLE 13
Air Quality Summary
Macon/Dockery Site -Richmond County, North Carolina
Page6
II
Date I Chloroform 1,2-Dich loroethene Trichloroethene
m9/m3 m9/m3 m9/mJ
2/16/1996 <10 <10 <10
5/3/1996 <10 <10 <10
6/5/1996 <10 <10 <10
7/1/1996 850 <10 29
8/1/1996 <10 <10 <10
11/8/1996 <10 <10 <10
2/5/1997 <IO <10 <10
5/12/1997 <10 <10 <10
8/7/1997 <2.0 <2.0 <2.0
11/13/1997 <2.0 <2.0 <2.0
2/6/1998 <2.0 <2.0 <2.0
5/7/1998 <2.0 <2.0 <2.0
8/7/1998 <2.0 <2.0 <2.0
11/4/1998 NS NS NS
2/11/1999 <2.0 <2.0 <2.0
5/13/1999 <2.0 <2.0 <2.0
8/5/1999 <2.0 <2.0 <2.0
11/3/1999 <2.0 <2.0 <2.0
2/17/2000 <2.0 <2.0 <2.0
5/8/2000 <1.0 <1.0 <1.0
8/2/2000 <1.0 <1.0 <1.0
1/00/00 Svstcm Down -Not Samo led
4/24/2001 <1.0 <1.0 <1.0
7/11/2001 <1.0 <1.0 <1.0
1/16/2002 <1.0 <1.0 <1.0
7/31/2002 NOT SAMPLED SYSTEM
1/28/2003 <1.0 <1.0 <1.0
7/16/2003 <1.0 <1.0 <1.0
1/13/2004 <1.0 <1.0 <1.0
6/28/2004 Svstem Down -Not Samo led
1/27/2005 <1.0 <1.0 <1.0
8/25/2005 <1.0 <1.0 <1.0
10/30/2005 <1.0 <1.0 <1.0
1/28/2006 <1.0 <1.0 <1.0
4/30/206 <1.0 <1.0 <1.0
Toluene
mP/m3
<10
<10
<10
<10
<10
<10
<10
<10
<2.0
<2.0
<2.0
<2.0
<2.0
NS
<2.0
<2.0
<2.0
<2.0
<2.0
<1.0
<1.0
<1.0
<1.0
<1.0
DOWN
1.3
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
I
I
I
I
I
I
I
I
I
n
g
D
D
D
D
I
I
Prooertv Linc
TABLE 13
Air Quality Summary
Macon/Dockery Site -Richmond County, North Carolina
Page 7
2/16/1996 <10 <10 <10
4/3/1996 <10 <10 <10
5/3/1996 <10 <JO <10
6/5/1996 <10 <10 <10
7/1/1996 <10 <10 <10
8/1/1996 <10 <10 <10
11/8/1996 <10 <10 <10
2/5/1997 <10 <10 <10
5/12/1997 <10 <10 <10
8/7/1997 <2.0 <2.0 <2.0
11/13/1997 <2.0 <2.0 <2.0
2/6/1998 <2.0 <2.0 <2.0
5/7/1998 <2.0 <2.0 <2.0
8/7/1998 <2.0 <2.0 <2.0
11/4/1998 <2.0 <2.0 <2.0
2/11/1999 <2.0 <2.0 <2.0
5/13/1999 <2.0 <2.0 <2.0
8/5/1999 <2.0 <2.0 <2.0
11/3/1999 <2.0 <2.0 <2.0
2/17/2000 <2.0 <2.0 <2.0
5/8/2000 <1.0 <1.0 <1.0
<10
<10
<10
<10
<10
<10
<10
<10
<10
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<1.0
8/3/2000 **Not analvzed. Tcdlar bae deflated durin2 samole shi mcnt**
1/18/2001 <1.0 <1.0 <1.0 <1.0
7/11/2001 <1.0 <1.0 <1.0 <1.0
1/16/2002 <1.0 <1.0 <1.0 <1.0
7/31/2002 <1.0 <1.0 <1.0 <1.0
1/28/2003 <1.0 <1.0 <1.0 <1.0
7/16/2003 <1.0 <1.0 <1.0 <1.0
1/13/2004 <1.0 <1.0 <1.0 <1.0
6/28/2004 <1.0 <1.0 <1.0 <1.0
1/27/2005 <1.0 <1.0 <1.0 <1.0
8/25/2005 <1.0 <1.0 <1.0 <1.0
10/30/2005 <1.0 <1.0 <1.0 <1.0
1/28/2006 <1.0 <1.0 <1.0 <1.0
4/30/2006 <1.0 <1.0 <1.0 <1.0
I
I
I
Month of
I influent
System analysis
Upper Dockery Mar-96
I Apr-96
May-96
Jun-96
I JUl-96
Aug-96
Sep-96
Oct-96
Nov-96
Dec-96
Jan-97
Feb-97
Mar-97
D Apr-97
May-97
Jun-97
I Jul-97
Aug-97
Sep-97
Oct-97
Nov-97
Dec-97
I Jan-98
Feb-98
Mar-98
I Apr-98
May-98
Jun-98
Jul-98
I Auo-98
Sep-98
Oct-98
Nov-98
12-1-98 to 12-31-98 Dec-98
12-31-98 to 1-27-99 Jan-99
I 1-27-99 lo 2-23-99 Feb-99
2-23-99 lo 3-30-99 Mar-99
3-30-99 lo 4-29-99 Apr-99
I 4-29-99 to 5-27-99 May-99
I
I
TABLE 14
SUMMARY OF MASS voe REMOVAL ESTIMATES
MACON/DOCKERY SITE
RICHMOND COUNTY, NORTH CAROLINA
PAGE1 OF9
Average Total
Flow Volume for voe Pounds of voe
Period Concentration Removed For Period Cumulative voes Removed
(gallons) (ug/L) (Pounds) (Pounds)
400,155 196 0.65 0.65
286,151 210 0.50 1.15
66,826 177 0.10 1.25
97,350 120 0.10 1,35
163,426 108 0.15 1.50
218,330 284 0.52 2.02
149,420 284 0.35 2,37
140,191 284 0.33 2,70
438,013 294 1.07 3.77
161,903 294 0.40 4.17
294,071 294 0.72 4.89
267,596 131 0,29 5.18
250,068 131 0.27 5.45
276,556 131 0.30 5,75
289,938 76 0.18 5.93
135,575 76 0.09 6.02
99,896 76 0.06 6.08
70,967 54 0.03 6.11
56,256 54 0.03 6.14
277,505 54 0.12 6.26
143,168 108 0. 13 6.39
78,332 108 0.07 6.46
103,968 108 0,09 6.55
296,588 99.3 0.25 6.80
326,525 99.3 0.27 7.07
419,475 99.3 0.35 7.42
440,446 244 0,90 8.32
200,192 244 0,41 8.73
337,048 244 0.69 9.42
432,719 146.4 0,53 9.95
411,677 146,4 0.50 10.45
439,378 146.4 0.54 10,99
362,586 161 0.49 11.48
500,450 161 0,67 12.15
552,796 161 0.74 12.89
524,380 95 0,42 13.31
614,841 95 0.49 13.80
571,148 95 0.45 14.25
524,349 139.4 0.61 14,86
I
I
I
I Month of
influent
System analysis
I 5-27-99 lo 6-24-99 Jun-99
6-24-99 to 7-29-99 Jul-99
7-29-99 to 8-27-99 Aug-99
I 8-27-99 to 9-27-99 Sep-99
9-27-99 to 10-29-99 Oct-99
10-29-99 to 11-24-99 Nov-99
I 11-24-99 to 12-30-99 Dec-99
12-30-99 to 1-21-00 Jan-00
1-21-99 to 2-25-00 Feb-00
I 3-1-00 to 3-31-00 Mar-00
3-31-00 to 4-27-00 Apr-00
4-27-00 to 5-26-00 May-00
5-26-00 to 6-30-00 Jun-00
6-30-00 to 7-26-00 Jul-00
7-26-00 to 8-29-00 Aug-00
8-29-00 to 9-25-00 Sep-00
9-25-00 to 10-26-00 Oct-00
10-26-00 to 1-26-01 Jan-01
I 1-26-01104-20-01 Apr-01
4-20-01 to 7-19-01 Jul-01
7-19-01 to 10-18-01 Oct-01
I 11-6-01 to 02-08-02 Jan-02
5-1-02 to 7-31-02 Jul-02
8/1 /02 to 10/31/02 Oct-02
11/1/02 to 1/31/03 Jan-03 I 2/1/03 to 4/30/03 Apr-03
5/1/03 to 7/31/03 JuJ-03
8/1/03 to 10/31/03 Oct-03
I 11/1/03 to 1/31/04 Jan-04
2/1/04 to 4/30/04 Jan-04
5/1/04 to 07/31/04 Jan--04
I 07/31/04 to 10/31/04 Jan--04
11/01/04 to 01/31/05 Jan-05
2/1 /05 lo 04/30/05 Jan-OS
n 5/1/05 to 7/31/05 Aug-05
8/1/05 to 10/31/05 Aug-05
11/1/05 to 01/31/06 Jan-06
0 2/1 /06 to 4/30/06 Jan-06
D
R
TABLE 5
SUMMARY OF MASS voe REMOVAL ESTIMATES
MACON/DOCKERY SITE
RICHMOND COUNTY, NORTH CAROLINA
PAGE 2 OF9
Average Total
Flow Volume for voe Pounds of voe
Period Concentration Removed For Period Cumulative VOCs Removed
(gallons) (ug/L) (Pounds) (Pounds)
431.742 139.4 0.50 15.36
392,518 139.4 0.46 15.82
190,407 138 0.22 16.04
303,910 138 0.35 16.39
364,213 138 0.42 16.81
277,055 181 0.42 17.23
389,943 181 0.59 17.82
236,733 181 0.36 18.18
0 181 0.00 18.18
176,609 181 0.27 18.45
164,914 181 0,25 18.70
419,400 72.9 0.25 18.95
104,658 72.9 0.06 19.01
80,000 72.9 0.05 19.06
133,575 72.0 0.08 19.14
129,206 72.0 0,08 19.22
148,404 72.0 0.09 19.31
615,761 88.0 0.45 19.76
526,427 88.0 0.39 20.15
560,547 101.9 0.48 20.63
784,060 101.9 0.67 21.30
529,867 91.0 0.40 21.70
78,922 150.0 0.10 21.80
101,740 150.0 0.13 21.93
53,345.2 150.0 0.07 22.00
127,873.0 150.0 0.16 22.16
60,516.0 179.7 0.09 22.25
1,097,205.4 179.7 1.64 23.89
681,199.0 133.3 0.76 24.65
521,945.0 133.3 0.58 25.23
637,264.0 133,3 0.71 25.94
617,862.0 133.3 0.69 26.63
708,874.0 115.0 0.68 27.31
910,315.0 115.0 0.87 28.18
508,558.0 99.3 0.42 28.60
493,146.0 99.3 0.41 29.01
1,033,862 128.9 1.11 30,12
1,427,828 128.9 1.53 31.65
I
I
I
I Month of
influent
System analysis
I Lower Dockery Mar-96
Apr-96
May-96
I Jun-96
Jul-96
Aug-96
D Sep-96
Oct-96
Nov-96
0 Dec-96
Jan-97
Feb-97
D Mar-97
Apr-97
May-97
I Jun-97
JuJ-97
Aug-97
I Sep-97
Oct-97
Nov-97
Dec-97
I Jan-98
Feb-98
Mar-98
I Apr-98
May-98
Jun-98
Jul-98
Aug-98
Sep-98
n Oct-98
Nov-98
12-1-98 lo 12-31-98 Dec-98
D 12-31-98 to 1-27-99 Jan-99
1-27-99 to 2-23-99 Feb-99
2-23-99 to 3-30-99 Mar-99
I 3-30-99 to 4-29-99 Apr-99
I
TABLE 5
SUMMARY OF MASS voe REMOVAL ESTIMATES
MACON/DOCKERY SITE
RICHMOND COUNTY, NORTH CAROLINA
PAGE 3 OF 9
Average Total
Flow Volume for voe Pounds of voe
Period Concentration Removed For Period Cumulative voes Removed
(gallons) (ug/L) (Pounds) (Pounds)
328,448 200 0.55 0.55
191,090 150 0.24 0.79
245,715 148 0.30 1.09
8,619 152 0.01 1.10
151,827 152 0.19 1.29
126,232 170 0.18 1.47
63,833 170 0.09 1.56
460,379 170 0.65 2.21
183,210 140.8 0.22 2.43
137,594 140.8 o_ 1s 2.59
286,202 140.8 0.34 2.93
90,912 140.8 0.11 3.04
277,823 110 0.25 3.29
180,560 110 0.17 3.46
684,855 116 0.66 4.12
501,987 116 0.49 4.61
581,027 116 0.56 5.17
414,199 84 0.29 5.46
481,049 84 0.34 5.80
457,604 84 0.32 6.12
308,463 62 0.16 6.28
272,079 62 0.14 6.42
786,548 62 0.41 6.83
123,013 57.9 0.06 6.89
287,027 57.9 0.14 7.03
452,535 57.9 0.22 7.25
141,936 56.8 0.07 7.32
453,014 56.8 0.21 7.53
504,860 56.8 0.24 7.77
453,131 62.2 0.23 8.00
591,481 62.2 0.31 8.31
471,729 62.2 0.24 8.55
642,213 52.6 0.28 8.83
415,550 52.6 0.18 9.01
361,051 52.6 0.16 9.17
522,107 35.2 0.15 9.32
622,194 35.2 0.18 9.50
704,292 35.2 0.21 9.71
I
I
I
I Month of
influent
System analysis
I Macon Source Area Mar-96
Apr-96
I
May-96
Jun-96
Jul-96
l\ug--96
I Sep-96
Oct-96
Nov-96
I Dec-96
Jan-97
Feb-97
I Mar-97
Apr-97
May-97
I Jun-97
Jul-97
Aug-97
I Sep-97
Oct-97
Nov-97
I Dec-97
Jan-98
Feb-98
I Mar-98
Apr-98
May-98
I Jun-98
Jul-98
Aug-98
I
Sep-98
Oct-98
Nov-98
12-1-98 to 12-31-98 Oec-98
I 12-31-98 to 1-27-99 Jan-99
I
I
I
TABLE 5
SUMMARY OF MASS voe REMOVAL ESTIMATES
MACON/DOCKERY SITE
RICHMOND COUNTY, NORTH CAROLINA
PAGE 5 OF 9
Average Total
Flow Volume for voe Pounds of voe
Per1od concentration Removed For Period
(gallons) (ug/L) (Pounds)
426,083 55 0.20
364,772 61 0.19
257,720 41 0.09
114.048 60 0.06
202,477 43 0.07
207,503 61 0.11
209,649 61 0.11
101,512 61 0.05
116,354 42.6 0.04
137,045 42.6 0.05
146,036 42.6 0.05
215,730 63.9 0.11
223,222 63.9 0.12
253,167 63.9 0.13
223,177 82 0.15
234,669 82 0.16
117,736 82 0.08
50,248 124.9 0.05
36,264 124.9 0.04
70,207 124.9 0.07
102,326 122.5 0.10
114,452 122.5 0.12
178,387 122.5 0.18
178.387 201.6 0.30
145,526 201.6 0.24
600,075 201.6 1.01
410,905 139.6 0.48
431,360 139.6 0.50
329,835 139.6 0.38
473,093 142 0.56
513,868 142 0.61
493,849 142 0.58
498,670 203 0.84
371,824 203 0.63
337,877 203 0.57
Cumulatlve voes Removed
(Pounds)
0.20
0.39
0.48
0.54
0.61
0.72
0.83
0.88
0.92
0.97
1 02
1.13
1.25
1.38
1.53
1.69
1.77
1.82
1.86
1.93
2.03
2.15
2.33
2.63
2.87
3.88
4.36
4.86
5.24
5.80
6.41
6.99
7.83
8.46
9.03
I
I
I
I Month of
influent
system analysls
Macon Source Area Mar-96
Apr-96
g May-96
Jun-96
Jul-96
/\ug--96
I Sep-96
Oct-96
Nov-96
I Dec-96
Jan-97
Feb-97
n Mar-97
Apr-97
May-97
D Jun-97
Jul-97
Aug-97
I Sep-97
Oct-97
Nov-97
I Dec-97
Jan-98
Feb-98
I Mar-98
Apr-98
May-98
I Jun-98
Jul-98
Aug-98
I
Sep-98
Oct-98
Nov-98
12-1-98 to 12-31-98 Dec-98
I 12-31-98 to 1-27-99 Jan-99
I
I
TABLE 5
SUMMARY OF MASS voe REMOVAL ESTIMATES
MACON/DOCKERY SITE
RICHMOND COUNTY, NORTH CAROLINA
PAGE 5 OF 9
Average Total
Flow Volume for voe Pounds of voe
Period Concentration Removed For Period
(gallons) (ug/L) (Pounds)
426,083 55 0.20
364,772 61 0.19
257,720 41 0.09
114,048 60 0.06
202,477 43 0.07
207,503 61 0.11
209,649 61 0.11
101,512 61 0,05
116,354 42.6 0.04
137,045 42.6 0.05
146,036 42.6 0.05
215,730 63.9 0.11
223,222 63.9 0.12
253,167 63.9 0.13
223,177 82 0.15
234,669 82 0,16
117,736 82 0,08
50,248 124 9 0.05
36,264 124.9 0.04
70,207 124.9 0.07
102,326 122.5 0.10
114,452 122.5 0.12
178,387 122.5 0.18
178,387 201.6 0.30
145,526 201.6 0.24
600,075 201.6 1.01
410,905 139.6 0.48
431,360 139.6 0.50
329,835 139.6 0.38
473,093 142 0.56
513,868 142 0.61
493,849 142 0.58
498,670 203 0,84
371,824 203 0.63
337,877 203 0.57
cumulatlve voes Removed
(Pounds)
0.20
0.39
0.48
0,54
0.61
0,72
0,83
0,88
0.92
0.97
1.02
1.13
1.25
1.38
1,53
1.69
1.77
1.82
1.86
1.93
2.03
2.15
2,33
2.63
2.87
3,88
4.36
4.86
5.24
5,80
6.41
6.99
7.83
8.46
9.03
I
I
I
I Month of
influent
System analysis
I 1-27-99 to 2-23-99 Feb-99
2-23-99 to 3-30-99 Mar-99
3-30-99 to 4-29-99 Apr-99
4-29-99 to 5-27-99 May-99
5-27-99 to 6-24-99 Jun-99
6-24-99 to 7-29-99 Jul-99
u 7-29-99 to 8-27-99 Aug-99
8-27-99 to 9-27-99 Sep-99
9-27-99 to 10-29-99 Oct-99
D 10-29-99 to 11-24-99 Nov-99
11-24-99 to 12-30-99 Dec-99
12-30-99 to 1-21-00 Jan-00
1-21-00 to 2-25-00 Feb-00
3-1-00 to 3-31-00 Mar-00
3-31-00 to 4-27--00 Apr-00
4-27-00 to 5-26-00 May--00
5-26-00 to 6-30-00 Jun-00
6-30-00 to 7-26-00 Jul--00
I
7-26-00 to 8-29-00 Aug-00
8-29-00 to 9-25-00 Sep-00
9-25-00 to 10-26-00 Oct-00
10-26-00 lo 1-26-01 Jan-01
I 1-26"-01 to 4-20-01 Apr--01
4-20-01 to 7-19-01 Jul-01
7-19-01 to 10-18-01 Oct-01
11-06-01 to 02-08-02 Jan--02
5-1-02 to 7-31-02 Jul-02
8/1/02 to 10/31/02 Oct-02
n 11/1/02 to 1/31/03 Jan-03
11/1/02 to 3/14/03 Mar-03
2/1/03 to 4/30/03 Apr-03
n 5/1/03 to 7/31/03 Jul-03
8/1/03 to 10/31/03 Oct-03
11/1/03 to 1/31/04 Jan-04
D 2/1/04 to 4/30/04 Jan-04
5/1/04 to 07/31/04 Jan-04
I
I
I
TABLE 5
SUMMARY OF MASS voe REMOVAL ESTIMATES
MACON/DOCKERY SITE
RICHMOND COUNTY, NORTH CAROLINA
PAGE 6 OF 9
Average Total
Flow Volume for voe Pounds ot voe
Period Concentration Removed For Period
(gallons) (ug/L) (Pounds)
384,124 499 1.60
539,925 499 2.25
431,729 499 1.80
388,443 441 1.43
409,066 441 1.50
502,412 441 1.85
228,824 568 1.08
820,215 568 3.88
530,478 568 2.51
390,353 575 1.87
543,545 575 2.61
170,316 575 0.82
357,840 184.5 0.55
335,782 184,5 0.52
331,270 184.5 0.51
151,212 154 0.19
300,123 154 0.39
231,991 154 0.30
186,494 503 0.78
84,780 503 0.36
180,071 503 0.76
526,024 85 0.37
261,860 85 0.19
226,260 527 0,99
208,250 527 0.91
120,992 682 0.69
166,455 375 0.52
262,381 375 0.82
109,119 375 0.34
16,977 643 0.09
98,452 643 0.53
24,733 70.9 0,01
66,440.3 70.9 0.04
1,061,901 204,0 1.81
764,057.1 204.0 1.30
1,126,293 204.0 1.92
Cumulative VOCs Removed
(Pounds)
10.63
12.88
14.68
16.11
17,61
19.46
20.54
24.42
26.93
28.80
31.41
32.23
32.78
33.30
33.81
34.00
34.39
34.69
35.47
35.83
36.59
36.96
37.15
38.14
39.05
39.74
40.26
41.08
41.42
41.51
42.04
42.05
42.09
43,90
45.20
47.12
I
I
I
I
I
I
g
D
D Month Of
influent
System analysis
08/01/04 to 10/31/04 Jan-04
11/01/04 to 01/31/05 Jan--05
02/01/05 to 04/30/05 Jan--05
5/1/05 to 7/31/05 Aug-05
8/1/05 to 10/31/05 Aug-05
I 11/1/05 to 01/31/06 Jan--06
2/1/06 to 4/30/06 Jan--06
I
I
I
D
R
TABLE 5
SUMMARY OF MASS voe REMOVAL ESTIMATES
MACON/DOCKERY SITE
RICHMOND COUNTY, NORTH CAROLINA
PAGE 7 OF 9
Average Total
Flow Volume for voe Pounds of voe
Period Concentration Removed For Period Cumulative VOCs Removed
(gallons) (ug/L) (Pounds) (Pounds)
912,927 204.0 1.55 48.67
648,840 160,5 0.87 49.54
428,952 160.5 0.57 50.11
775,057 105.4 0,68 50.79
451,291 105.4 0.40 51.19
882,380 )53:914, s ,1,r.i-§2.32'
905,080 Jsa,r .H6 -.53:<!ll-
I
I
I
Month of
I influent
System analysis
I U/L Macon Mar-96
Apr-96
May-96
Jun-96
I Jul-96
Aug-96
Sep-96
Oct-96
Nov-96
Dec-96
I Jan-97
Feb-97
Mar-97
I Apr-97
May-97
Jun-97
I Jul-97
Aug-97
Sep-97
I Oct-97
Nov-97
Dec-97
D Jan-98
Feb-98
Mar-98
0 Apr-98
May-98
Jun-98
Jul-98
Aug-98
Sep-98
Oct-98
Nov-98
12-1-98 to 12-31-98 Dec-98
12-31-98 to 1-27-99 Jan-99
1-27-99 to 2-23-99 Feb-99
2-23-99 to 3-30-99 Mar-99
3-30-99 to 4-29-99 Apr-99
I
I
I
TABLE 5
SUMMARY OF MASS voe REMOVAL ESTIMATES
MACON/DOCKERY SITE
RICHMOND COUNTY, NORTH CAROLINA
PAGE 8 OF 8
Average Total
Flow Volume for voe Pounds of voe
Period Concentration Removed For Period Cumulative VOCs Removed
(gallons) (ug/L) (Pounds) (Pounds)
375,318 24.0 0.08 0.08
709,726 24.0 0.14 0.22
482,220 23.0 0.09 0.31
48,305 31.0 0.01 0.32
759,920 22.0 0.14 0.46
638,400 31.0 0.16 0.62
302,505 31.0 0.08 0.70
640,760 31.0 0.17 0.87
871,155 25.3 0.18 1.05.
725,549 25.3 0.15 1.20
596,131 25.3 0.13 1.33
795,239 24.4 0.16 1.49
939,710 24.4 0.19 1.68
918,080 24.4 0.19 1.87
999,040 24.0 0.20 2.07
605,792 24.0 0.12 2.19
223,859 24.0 0.04 2.23
911,679 23.0 0.17 2.40
917,631 23,0 0.18 2.58
821,135 23.0 0,16 2.74
140,796 16.0 0.02 2.76
844,299 16.0 0.11 2.87
531,692 16.0 0.07 2.94
1,051,002 229 0.20 3.14
932,266 22.9 0.18 3.32
662,272 22.9 0.13 3.45
876,945 22.3 0.16 3.61
448,056 22.3 0.08 3.69
776,195 22.3 0.14 3.83
857,122 22.5 0.16 3.99
821,424 22.5 0.15 4.14
718,543 22.5 0.13 4.27
251,141 16.5 0.03 4.30
713,232 16,5 0.10 4.40
835,206 16.5 0.11 4.51
586,579 20.3 0.10 4.61
1,035,893 20.3 0.18 4.79
894,763 20.3 0.15 4,94
I
I
I
Month of
I influent
System analysis
I 4-29-99 to 5-27-99 May-99
5-27-99 to 6-24-99 Jun-99
6-24-99 to 7-29-99 Jul-99
I 7-29-99 to 8-27-99 Aug-99
8-27-99 to 9-27-99 Sep-99
9-27-99 to 10-29-99 Oct-99
10-29-99 to 11-24-99 Nov-99
I 11-24-99 to 12-30-99 Dec-99
12-30-99 to 1-21-00 Jan..()0
1-21-00 to 2-25-00 Feb-00
I 3-Hl0 to 3-31-00 Mar-00
3-31-00 to 4-27-00 Apr-00
4-27-00 to 5-26-00 May-00
I 5-26-00 to 6-30-00 Jun-00
6-30-00 to 7-26-00 Jut-00
7-26-00 to 8-29-00 Aug-00
I 8-29-00 to 9-25-00 Sep-00
9-25-00 to 10-26-00 Oct-00
10-26-00 to 1-26-01 Jan-01
I 1-26-01 to 4-20-01 Apr-01
4-20-01 to 7-19-01 Jul-01
7-19-01 to 10-18-01 Oct-01
I 11-06-01 to 02-08-02 Jan-02
5-1-02 to 7-31-02 Jul-02
8/1/02 to 10/31/02 Oct-02
g 11/1/02 to 1/31/03 Jan-03
2/1/03 to 4/30/03 Apr-03
5/1103 lo 7/31/03 Jul---03
8/1/03 to 10/31/03 Oct-03
1111103 to 1/31/04 Jan-04
2/1/04 to 4/30/04 Jan--04
5/1/04 to 07/31/04 Jan-04
I 08/01/04 to 10/31/04 Jan-04
11/01/04 to 01/31/05 Jan-OS
02/01/05 to 04/30/05 Jan-OS g 5/1 /05 to 7 /31 /05 Aug-05
8/1/05 to 10/31/05 Aug-05
11/1/2005 to 01/31/2006 Jan--06 u 2/1 /0B to 4/30/06 Jan-06
D
TABLE 5
SUMMARY OF MASS voe REMOVAL ESTIMATES
MACON/DOCKERY SITE
RICHMOND COUNTY, NORTH CAROLINA
PAGE 9 Of 9
Average Total
Flow Volume for voe Pounds of voe
Period Concentration Removed For Period Cumulative voes Removed
(gallons) (ug/L) (Pounds) (Pounds)
828,049 21.0 0.14 5.08
809,334 21.0 0.14 5.22
582,110 21.0 0.10 5.32
635,226 17.0 0.09 5.41
768,831 17.0 0.11 5.52
894,735 17.0 0.13 5.65
646,405 13.5 0.07 5.72
575,397 13.5 0.06 5.78
261,658 13.5 0,03 5.81
161,156 7.8 0.01 5.82
308,952 7.8 0.02 5.84
416,369 7.8 0,03 5.87
127,597 14.6 0.02 5,89
607,951 14.6 0.o? 5.96
425,691 14.6 0.05 6.01
380,931 33,2 0.11 6.12
919,139 33_2 0.25 6.37
242,990 33.2 0.07 6.44
200,354 33.2 0.06 6.50
145,019 33.2 0.04 6.54
454,181 46.5 0.18 6,72
1,966,749 46.5 0.76 7.48
7,215,481 4.4 0.26 7.74
1,300,736 4.4 0.05 7.79
572,440 4.4 0.02 7.81
390,408 12.4 0.04 7.85
2,545,412 12.4 0.26 8.11
1,016,735 0,0 0,00 8.11
432,785 0,0 0.00 8.11
2,375,008 31.6 0.63 8.74
4,041,045 31.6 1.06 9.80
1,807,409 31.6 0.48 10,28
2,645,862 31.6 0.70 10.98
2,171,719 56.5 1.02 12.00
4,547,891 56.5 2.14 14.14
3,508,177 47.4 1.38 15.52
1,990,745 47.4 0.79 16.31
3,847,920 ,44,0'.fJ'.4 --lc41-Jk72
3,838,920 _>4,0-)...-41~ .>9C'!J
- -
mllurn,
u Doe Elll,..,,
u-Docb:rv Slack
Lilwer Do,,:
lo...wDoc
Influent
E<ll"""
Mxoo Source EfJluent
Source Stack
UJlll,-c:r Macon lnfh11~nt
U/l Macon Efflumt
UIL Macon Stack
MWIS-UD
MW25-UD
MW16-LD
MW24-LO
MW2A-MSA+
MWII-MSA ..
MW19-MSA
MW21-UM
MW23-UM
MW13-LM•
MW22-LM
1~ !icate 1 'MW•9l
licak21MW-2Al
MS-1/MSD-l fMW-131
MS-2/MSD-2 fMW-IJI
Bbw
.. .. .. ..
January 2005
--..
April 2005
Table 15
Sampling Schedule
Macon Dockery Site
Page 1 of4
2005
.. .. lilill
July 2005
o o E ~ii!li ~ ~ fu ~
E i ] § ]{~!~..,·E c~~~~;5~ ~!!l~tl-~OJ ~ ~!! fu ft n ~ ~ ~ i J ~ l 1 J :3 w w
X X X X X X X X X X X X X X X X X X X X X X X
X
S•-'"m 5 .... ,_~ Not Sam tern Suslllllnded Not
S S Not Sam...-Svslem Susoenood Not
s ms NotSa Svi tem <:, .. ._nded Not Nn _,
X X X X X X X X X X X X
X X X X X X X X X X X X X X X X X X X X X X X
X
X X X X X X X X X X X X
X X X X X X X X X X X X
X X X X X X X X X X X X X X X X X X X X X X 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 xxxxxxxxx
xx xxxxxxxxx
xx xxxxxxx
xx xxxxxxxxx
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 X X X X X X X
X X
X X
X X
X
X
X X
X X X X X X X X X
X X X X X X X X X X
X X X X X X X X
X X X X X X X X X X
X X X X X X X X X X
X
X
be X X
IX X X
1 Cyanide removed from the sample schedule prior to January 1, 2004.
2 U/l : Uppe, and Lower
3 UD : Upper Dockery
4 LO : Lower Dockery
5 MSA: Macon Source Alea
6 UM : Upper Macon
7 LM : Lower Macon
8 MS: Matrh Spike
9 MSO : Matrix Spike Duplicate
10 TSS : Total Suspended Solids
11 EPA 8010 : EPA Method 8010 analysis fol volatlle orvanlc halocert:ions
12 EPA 8020 : EPA Method 8020 analysis !Of volatile organic aromatic;
13 EPA 18: EPA Melhod 18 analyaia 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
S m Susoended Not Samolecl
Svstem S nded Not Sam
L._..,, m 5,,. >Anded Nol Sam ....,.
X X X X X X X X X X X X
X X X X X X X X X X X X
X X X X X X X X X X X X
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
IS..,,l9m 5,,,,_ Not S>lm-
lam sus-ndod Not Sam
xx xxxxxxx
xx xxxxxxx xx
X XXXXXXXX X
xxxxxxx
X xxxxxxx
X xxxxxxx
X
X xxxxxxx X X
X X
X X
X X
X
X
X X
X X X X X X X X
xxxxxxx X X
xxxxxxx
xxxxxxx
xxxxxxxx
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X X
SYStem Susoended Not
System Suspended Nol
Sv, tftffl Sus :,ended Not am llft<I
X X X X X X X X X X X
X X X X X X X X X X X
System SusnRIVMtl Not Sam.-i.
Sv, tern SUI )l!lodsd Not Sam
11111
X
X
X
X
X
X
X
--
u~~ Dock-, Influent
U Dock Effluent
U Dock Stack
Lower Dockerv lnfluem
Lower Dockeiv Effluem
Lowa Docken-Stack
Maron Source Influent
Macon Source Effluent
Macon Source Stack
U Macon Influent
Lower Macon Influent
U/L Macon Effluent
U/L Macon Stack
""' MW15-UD
MW25-UD
MWl6-LO
MW24-LD
MW2A-MSA+
MW9-MSA++
MWll-MSAu
MWl9-MSA
MW21-UM
MW2J-UM
MWIJ-LM•
MW22-lM
In.~ .. I tuW.9)
Du 2 -2A'
MS-1/MSD-I -IJ'
MS-2/MSD-2 n..lUl.J ll
Trin Blanks
Notes:
-
January 2006
X X X X X X X X X X X
X X X X X X X X X X X
Not 5 .. ..,,. led
Not S<>mr"""
Not 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
-liiil
Table 15
Sampling Schedule
Macon Dockery Site
Page 2 of 4
2006
April 2006 July 2006
X X X X X X X X X X X X
XX XX XX XlXIX XX
XX XX XX XIXIX X X
I I
S om
s-om
S om
Not led
NotSamoted
Not Sam led
X X X X X X X X X X X X
X
X
S em Not Sampled
S em Not Same fed
5.,,. em Su Not 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
..
October 2006
X X X X X X X X X X X
System S Not Same ed
System Susoended Not Same ed
S em Su nded Not 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
S om Not Sa
S om Not Sa
X X
X
X
s~ em
Sv ems
X X
1 Cyanide removed from the sample schedule prior to JanU8fy 1, 2004.
2 U/l : Upper and Lower
3 UO : Upper Dockety
4 LO : Lower Dockery
5 MSA : Macon Source Area
6 UM: Upper Macon
7 LM : LCM"ef Macon
B MS . Matrtx Spike
9 MSD : Matrix Spike Duplicate
10 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
No<
X
X
XXXXXXXXXX XX X
X XXXXXXXX X X
Sv,uem Not S led
Svstem S Not Sam led xx xxxxxxx
xx xxxxxxxxx
X XXXXXXXX X xx xxxxxxx
X X X X X X X X
X xxxxxxx
X
X
X
X
X
X
X
X XXXXXXX XX X
XX XXXXXXX X X
XX XXXXXXXXX X
XX XXXXXXX X
X XXXXXXX XX X
X XXXXXXXX X X
X X
X
X
S oms
om Su
X X
eel Not Samp ed
Not ed
liiil
X
X
X
X
X
X
X
liliiiiiil
lliiiiiil iiiil
u Dock Influent
u-Dock_.., EfDuau
U Dock Stack
Lower Dockl':rV Influent
Lower Dockerv Effluent
LoWtt Dock'""' St.ad:
Macon Source Influent
Macon Source Effluem
Macon Source Stack
u """"'"""""' Lower Macon ln1lucnl
U/L Macon Effluent
U/L Macon Stack ,~
MWl5•UD
MW25-UD
MWl6-LD
MW24-LD
MW2A-MSA+
MW9-MSA++
MWll -MSA ..
MW19-MSA
MW21-UM
MW23 -UM
MWD-LM•
MW22-LM
MS-IIMSD-1 -m
MS-2/MSD-2 fUUI.J I)
Trin Blanb
liiiil liiiil ----------Table 15
Sampling Schedule
Macon Dockery Site
Page 3 of 4
2007
January 2007 April 2007 July 2007
o o E
-N 2 iii iii E < < e R-; fl; f,
I ~ 11 -. I -~;:g~
X X X X X X X X X X X X
X X X X X X X X X X X X X X X X X
X
s oms, ed Not Sa lod Svstem S
Svstam Not <:<>mnfed S-+emSus,_,.,,
s em Sus eel Not Sa s, tern Sus,..,..
X X X X X X X X X X X X
X X X X X X X X X X X X X X X
X
X X X X X X X X X X X X
X X X X X X X X X X X X
X X X X X X X X X X X X X X X
X
X
Not od S=iem
Sv: emSu Not od s om
XX
1 Cyanide removed from lhe sample schedule prior to January 1, 2004
2 U/l : Upper and Lower
3 UD: Upper Dodutry
4 LD : lowet Dockery
5 M5A : Macon Source Area
6 UM : Upper Macon
7 lM . Lower Macon
8 MS : Matrix Spike
9 MSD : Matrix Spike Duplicate
10 TS$: Total Suspended Solids
X
X
11 EPA 8010 . EPA Method 8010 analysis for volatile organic halocartxlns
12 EPA 8020: EPA Methcx:18020 analysis for volatile organic aromatics
13 EPA 18: EPA Method 18 analysis for gaseous organics
X
X
I I
X X X
I I
ed Not Sama
...-1Not
..,,Not -
X X X
X X X
Not~
Not Sa
X X ..
ed
X X
X X
od ..
0 ~ E I E r;l .a E ~ j E ~ E E .2 10 .a
< < • , 1 r .. ~ ~ ~ ·c ~ C fh fl--Ii ~ ~
X X X X X X X X X X X
X X X X X X X X X X X X X
X
s om8"s Not led
Svstem Not led
Svstem 5 ... ...,.. -Not ~m 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 XX X
s-m Not..........,
S.ntem Su Not Sam lied
X X X X X X X X X
XX X X X X X X X X X
X 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 X X X X X
X X X X X X X X X X
X X X X X X X X X X X
X X X X X X X X X
X X X X X X X X X
X X X X X X X X X X
X X
October 2007
X
X XX XX XIX XX XX X
X I
Svstem Sus""""1A,! Not Samo ed
Svstem Su Not •mN9d
s oms, Not od
X
X X X X X X X X X X X X
X
X
X
X X X X X X X X X X X X
X
X
X X
X
s oms, Not od
Svstem Su 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
--
u Dotl ,,,,,_
Un-Dock_.., Effluent
Lower n.-.,.1,....., Stack
Macon Source Influent
Macon Source Effluem
Macon Soun:e Stack
Un.--Macon Influent
Lower Macon Jnftucot
U/L Macon Effluent
U/L Macon Stack
lino
MWl5-UD
MW25-UD
MWl6-LD
MW24-LD
MW2A-MSA+
MW9.-MSA++
MWII-MSA ..
MWJ9-MSA
MW21•UM
MW23-UM
MWn-LM•
MW22-tM
n.,....,_~ J tuUl-9)
Du-.. 2 n.A"W-2Al
MS-IIMSD-1 -13\
MS-2/MSD-2 -Ill
Trip B\anh
Notes:
- -.. -
January 2008
X X X X X X X X X X X
Svstem S
Svstem S
eel Not Sa ed
Not led
Svstam 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
Table 15
Sampling Schedule
Macon Dockery Site
Page4of4
2008
Aprll 2008
s I ~ ~ i~:ii1o~~ .:~~~.~-
July 2008
I ~@-~ §~ § ~ ~~~•~~~-.'ii ~C:~~~li~~j~~j
XXXXXIXXXIXX X X
X X X X X X X X X X X
Svstem Su
Svstem S
Not
Nots ed
Svstem Sus,_...1Att Not Sam ed
X X X X X X X X X X X
X
X
XX XX XIX X XIX XX X
X
S""tem S Not s.ornn1A<1
S am S Not led
Svstem Su Not $ 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
---
October 2008
X X X X X X X X X X X
Svstem Su Not ed
Svstem Sus.-....v1A<1 Not Samoted
Svstem Su 9d Not S 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
$Vl tem Not ed
XX
X
X
s
s oms
1 Cyanide removed from the sample schedule pl'ior to January 1, 2004.
2 un. : Upper and Lower
3 UD : Upper Doc::kefy
4 LO: Lower Ooc:kery
5 MSA : Macon Source Area
6 UM: Upper Macon
7 LM : LOlrNef Mee.on
8 MS : Matrix Spi'ke
9 MSD : Matrix Spi'ke Duplicate
10 TSS: Total Suspended Solids
11 EPA 8010 : EPA Method 8010 analysis for volatile organic ha!ocarbons
12 EPA 6020: EPA Method 6020 enatysis for volatile organic aromatics
13 EPA 18: EPA Method 18 analysis for gaseous organics
Not
X
X
XXXXXXXXXX XX X
X XXXXXXXX X X
Svstem Not
Sem Not=....,, xx xxxxxxx X xx xxxxxxxxx X
X XXXXXXXX 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 XXXXXXX XX X
XX XXXXXXX X X
XX XXXXXXXXX X
XX XXXXXXX X
X XXXXXXX XX X
X XXXXXXXX X X
XX
X
X
Not
Not
od
lliil
X
X
X
X
X
X
X
iiiil