WI0400091_Corrective Action Plan_20080721

!� •
July 21, 2008
Mr. Qu Qi
Aquifier Protection Section — UIC Staff
NCDENR Division of Water Quality
1636 Mail Service Center
Raleigh, NC 27699-1636
Reference: Corrective Action Plan
Gilbarco, Inc.
Dear Mr. Qi:
ii"
JUL 2 3 2008
7300 West Friendly Avenue
Greensboro, North Carolina
Guilford County, North Carolina
Injection Well Permit WI0400091
Gilbarco Inc.
Veeder-Root Company
7300 West Friendly Avenue
PO Box 22087
Greensboro, NC 27420-2087
United States
Phone: [phone]
Fax:[phone]
Email: [e-mail]
Per the referenced injection well permit, this is to notify you that the HiSOC system began operating June
13, 2008. Corrective action monitoring will be conducted on a quarterly basis. Monthly system checks will
take place the first quarter to monitor the rate of hydrogen consumption.
Before the HiSOC equipment was installed, baseline sampling was performed at the site of the installation.
Groundwater aquifier characteristics monitored during the sampling event indicated suitable conditions for
biodegradation of chlorinated hydrocarbons exist at the site.
This process will work in concert with the existing groundwater recovery system to contain the contaminant
plume within the property limits and reduce contaminant limits.
Very truly yours,
6 -0� can "�
Ms. Beth Money
Environmental/Health/SafAy Engineer
336-547-5130

Baseline Groundwater Sampling Event and
HiSOC Installation
Gilbarco
7300 West Friendly Avenue
Greensboro, North Carolina
Trigon I Kleinfelder Project No. 042-08-018

JUL 2 3 2008
P.O. Box 18846 • Zip 27419-8846 • 313 Gallimore Dairy Road • Greensboro, NC 27409 • p 336.668.0093 • f 336.668.3868
July 7, 2008
Mr. Qu Qi
Aquifer Protection Section — UIC Staff
DENR — Division of Water Quality
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Reference: Baseline Groundwater Sampling Event and HiSOC Installation
Gilbarco
7300 West Friendly Avenue
Greensboro, North Carolina
Trigon I Kleinfelder Project No. 042-08-018
Dear Mr. Qi:
Trigon I Kleinfelder, Inc. has completed the sampling of ten monitoring wells. This report summarizes
our field activities, observations, and includes the analytical results of the groundwater samples. The
purpose of this report is to summarize findings from our baseline sampling event June 5, 2008, and
details of the installation of the HiSOC equipment completed on June 13, 2008. Should you have any
questions or require additional information, please do not hesitate to contact Chris Hay at your
convenience.
Very truly yours,
TRIGON I INFELDER, INC.
(JV
Christopher W. Hay, E.
Group Manager
C WH/CDN:cas
Craig D. Neil, P.G.
Senior Professional
j: lshare104201projects120081018 gilbarco hisoc installationW208018.doc
www.trigoneng.com

Ms. Beth Money, Gilbarco
7300 West Friendly Avenue, Greensboro, North Carolina
GILBARCO
Greensboro, North Carolina
Groundwater Incident Nos. 12960 And 15123
July 7, 2008
SITE INFORMATION
Address:
Contact:
Telephone:
Latitude and Longitude:
Risk Classification:
Land Use Category:
LAND OWNERSHIP
Name:
Address:
Telephone:
Attention:
RELEASE INFORMATION
Cause of Release:
7300 West Friendly Avenue
Greensboro, North Carolina
Ms. Beth Money
336.547.5130
36.0901°N, 79.9282 °W
Low
Commercial
Gilbarco
7300 West Friendly Avenue
Greensboro, North Carolina 27420
336.547.5130
Ms. Beth Money
July 7, 2008
1 Kleinfelder Project No. 042-08-018
Release from a 1,000 gallon diesel UST and four 550
gallon gasoline USTs was discovered in November and
December 1994. The quantity released is unknown.
ENVIRONMENTAL CONSULTANT
Name: Trigon I Kleinfelder, Inc.
Address: Post Office Box 18846
Greensboro, North Carolina 27419-8846
Telephone: [phone]
Attention: Mr. Christopher W. Hay
Seal and Signature of C icensed Geologist
1, Crai D. Neil,.' for Trigon I Kleinfelder, Inc., do certify that the information
for
ed in thi , s^ c ate to the best of my knowledge.
D. Neill P
TRIGON I KLEINFELDER, INC. Page i

Ms. Beth Money, Gilbarco
7300 West Friendly Avenue, Greensboro, North Carolina
TABLE OF CONTENTS
July 7, 2008
1 Kleinfelder Project No. 042-08-018
1.0 INTRODUCTION..................................................................................................................................1
2.0 GROUNDWATER MONITORING ACTIVITIES...............................................................................2
3.0 GROUNDWATER ANALYTICAL RESULTS....................................................................................3
4.0 HISOC INSTALLATION AND MONITORING..................................................................................3
5.0 CONCLUSIONS AND RECOMMENDATIONS.................................................................................5
TABLES
1 Groundwater Elevation Data
2 Aquifer Characteristics Field Analysis Summary
3 Summary of Groundwater Sample Results
4 Historical Summary of Groundwater Sample Results
5 Estimated Dissolved Hydrogen Concentrations at Injection Wells
6 Estimated Hydrogen Consumption
FIGURES
1 Site Location Map
2 Site Plan
3 Groundwater Potentiometric Surface Map
4 Total VOCS Concentrations June 5, 2008
5 Total Chlorinated Hydrocarbons June 5, 2008
APPENDICES
A Laboratory Report and Chain -of -Custody Document
B Total VOC Graphs
C HiSOC Installation Diagrams
TRIGON I KLEINFELDER, INC. Page ii

Ms. Beth Money, Gilbarco July 7, 2008
7300 West Friendly Avenue, Greensboro, North Carolina Trigon I Kleinfelder Project No. 042-08-018
1.0 INTRODUCTION
The subject site is located at 7300 West Friendly Avenue in Greensboro, Guilford County, North
Carolina (Figure 1). There are currently two open groundwater incidents (Incident Nos. 12960 and
15123). The incidents have a commingled plume and are being treated with the same corrective action
plan. A pump and treat system is currently operating at the site. The system consists of four recovery
wells, an oil -water separator, and an air stripping system. Since the previous monitoring event in
December 2006, the groundwater recovery system has reportedly been in operation continuously. The
site was considered low risk by the State and no monitoring reports were required; however, the property
owner voluntarily monitored the remediation process.
A drastic and sudden increase in the concentration of methyl tert-butyl ether (MTBE) was detected in the
laboratory analysis of groundwater samples from MW-32 during the August 2006 sampling event.
Because of the MTBE levels detected in monitoring well MW-32, the well was resampled on November
1, 2006. Similar levels of contaminants were detected in the subsequent laboratory results. In order to
collect additional information and assess the potential origin of the MTBE, monitoring well MW-32 was
evacuated over a period of eight hours on December 7, 2006. The well was evacuated using a vacuum
truck with Aggressive Fluid/Vapor Recovery and twenty-four gallons of petroleum impacted
groundwater were removed. An additional groundwater sample was collected from MW-32 following the
evacuation of the well. Monitoring well MW-32 and two nearby wells (MW-7 and MW-28) were
sampled on December 14, 2006. Laboratory analytical results from the December 14, 2006 sampling
event determined MTBE levels in monitoring wells MW-7 and MW-28 were below laboratory detection
limits. The MTBE concentration from the groundwater sample collected from MW-32 on December 14,
2006 was consistent with the previous laboratory results.
In January 2008, Trigon I Kleinfelder submitted a CAP Addendum recommending the use of HiSOC and
iSOC technology to degrade the chlorinated and petroleum hydrocarbons in groundwater at the site. This
technology will work in concert with the existing groundwater recovery system and supplement the
ability of the system to contain the contaminant plume within the property limits and reduce contaminant
levels. The HiSOC system was installed in June of 2008 and began operating on June 13, 2008. The
purpose of this report is to summarize our field activities and findings from our baseline sampling event
conducted on June 5, 2008 and provide details of the installation of the HiSOC equipment.
TRIGON I KLEINFELDER, LNc. Page 1

Ms. Beth Money, Gilbarco July 7, 2008
7300 West Friendly Avenue, Greensboro, North Carolina Trigon I Meinfelder Project No. 042-08-018
2.0 GROUNDWATER MONITORING ACTIVITIES
Static water levels were measured in ten of the existing monitoring wells on -site on June 5, 2008.
Groundwater samples were collected from the wells (MW-7, MW-11, MW-13, MW-13D, MW-14, MW-
23D, MW-24, MW-25, MW-42, and MW-45) and analyzed for VOCs by EPA Methods 601 and 602,
isopropyl ether, methyl tert-butyl ether, ethylene dibromide, and xylenes. Field parameters including
oxidation-reduction potential (ORP), pH, conductivity, dissolved oxygen, and temperature of
representative groundwater samples were also recorded from each monitoring well sampled.
Groundwater elevations in the existing monitoring wells were used to determine the groundwater flow
direction, average hydraulic gradient, and plume orientation. Table 1 provides a summary of monitoring
well construction details and the groundwater elevations measured on July 2, 2008. The monitoring well
locations are shown on Figure 2. The static water levels measured on July 2, 2008 between monitoring
wells MW-32 and MW-45 indicate a horizontal groundwater flow gradient of 0.04 feet per foot to the
northwest. A groundwater flow map of the shallow aquifer based on the July 2, 2008 groundwater
elevations are shown on Figure 3. Free product was not observed in any of the monitoring wells during
the sampling event.
Based on data provided in the October 1996 Corrective Action Plan, the surficial aquifer has an average
hydraulic conductivity of 0.09 feet per day. The average groundwater velocity is estimated to be 0.01 feet
per day (4 feet per year), based on the average groundwater gradient from the July 2, 2008, water level
measurements and an estimated effective porosity of thirty percent.
Groundwater samples were collected from monitoring wells MW-7, MW-11, MW-13, MW-13D,
MW-14, MW-23D, and MW-24 using low flow sampling procedures. The wells were first purged of one
to two well volumes of water, until field parameters stabilized, at a low flow rate with a peristaltic pump.
Groundwater samples were collected from monitoring wells MW-25, MW-42, and NM-45 using
disposable polyethylene bailers. The wells were purged of three well volumes of water. Groundwater
purged from the monitoring wells was disposed of in the on -site groundwater recovery system.
Groundwater samples were collected and placed in laboratory prepared containers. The samples were
maintained on ice until delivered to Pace Analytical Laboratories in Huntersville, North Carolina.
TRIGON I KLEINFELDER, INC. Page 2

Ms. Beth Money, Gilbarco July 7, 2008
7300 West Friendly Avenue, Greensboro, North Carolina Trigon I Kleinfelder Project No. 042-08-018
3.0 GROUNDWATER ANALYTICAL RESULTS
The groundwater field analysis generally indicates that the subsurface environment is within acceptable
limits for biodegradation to occur. The field measurements recorded on June 5, 2008, are summarized in
Table 2, which includes the preferred conditions for natural biodegradation of chlorinated compounds
within the groundwater plume. Conductivity is recorded for quality control and sampling consistency.
Volatile organic compounds were detected at levels above the respective North Carolina groundwater
quality standards established in 15 NCAC, Subchapter 2L (2L Standards) in each of the monitoring wells
sampled. The analytical results are summarized in Table 3 and a historical summary of groundwater
sampling results is presented in Table 4. A chain -of -custody document was maintained throughout the
collection and transportation process and is included in Appendix A with the laboratory report.
Historical total volatile organic compound concentrations for each monitoring well sampled are shown in
individual graphs included in Appendix B. The individual graphs of the total VOC concentration for each
monitoring well indicate MW-7, MW-14, MW-24, and MW-42 generally have trends of decreasing
contaminant levels. Other graphs of contaminant concentrations indicate the total VOCs levels remain
fairly consistent (MW-11, MW-13, MW-13D, and MW-45). The trend of rising contaminant
concentrations are of concern in monitoring wells MW-23D and MW-25. Total VOCs concentrations
detected during the June 5, 2008 sampling event are shown on Figure 4.
The hydrogen injection phase of the corrective action plan targets the reduction of chlorinated
hydrocarbon contaminant levels in the groundwater. The oxygen injection phase targets the reduction of
petroleum hydrocarbons. The volatile organic compounds targeted during the hydrogen and oxygen
injection phases of the corrective action plan are separated in Table 4 by a double line. Total chlorinated
hydrocarbons concentrations detected from the groundwater samples collected June 5, 2008 are shown
on Figure 5.
4.0 HISOC INSTALLATION AND MONITORING
Trigon I Kleinfelder applied for at permit from the Underground Injection Control (UIC) Program for the
installation of a hydrogen and oxygen delivery system for remediation of contaminants in groundwater at
TRIGON I KLEINFELDER, LNc. Page 3

Ms. Beth Money, Gilbarco July 7, 2008
7300 West Friendly Avenue, Greensboro, North Carolina Trigon I Kleinfelder Project No. 042-08-018
the site. A permit dated March 20, 2008 was issued for the site (Injection Well Permit W10400091). The
permit is effective through April 30, 2010.
Installation of the injection equipment was initiated on April 9 through April 11, 2008. The existing
protective casings were removed from monitoring wells MW-7, MW-10, MW-23D, MW-29, and
MW-34. Ten inch diameter PVC casings were installed to a depth of five feet below ground surface
adjacent to the monitoring well locations to hold the hydrogen cylinders. Six to ten inches of gravel was
placed in the bottom of each casing. Excavations were completed for installation of twenty-four inch
square, steel well vaults and the vaults were set in concrete flush with the ground surface. Protective
vaults were also installed adjacent to the existing above grade protective covers for monitoring wells
MW-14D, MW-15, MW-16, MW-24, and MW-43D. The 15 inch by 24 inch PVC protective vaults were
installed over the cylinder casings. Vents were installed in the protective vaults to allow hydrogen to be
released in the case of a leak from the delivery system.
The HiSOC equipment from InVentures was installed at the site in ten existing monitoring wells (MW-7,
MW-10, MW-14D, MW-15, MW-16, MW-23D, MW-24, MW-29, MW-34, and MW-43D) on June 13,
2008. Within each injection well is a HiSOC unit and filter. Hydrogen is supplied from a compressed gas
cylinder with a regulator and gauge connected to the HiSOC unit by Parflex tubing and a support cable.
Four foot grounding rods were installed and connected to the regulator assembly of the gas cylinders.
Diagrams of the installation at each well location are included in Appendix C. The HiSOC installation
locations (MW-7, MW-10, MW-141), MW-15, MW-16, MW-23D, MW-24, MW-29, MW-34, and
MW-43D) are shown on the figures in orange.
In anaerobic bioremediation applications, the HiSOC supersaturates the treatment well with dissolved
hydrogen, typically at a concentration of 1 to 4 parts per million (ppm) depending on the immersion
depth of the HiSOC unit in groundwater. The dissolved hydrogen concentration achieved in the injection
well depends on the height of the water column in the well. Each atmosphere of pressure allows for a
maximum of approximately 1.6 ppm of dissolved hydrogen. Table 5 estimates the dissolved hydrogen
concentrations in each of the injection wells. These concentrations are estimated based on the
approximate pressure at the installation depth of the HiSOC based on the depth of the water column in
the injection wells. The calculation is made with the assumption that 1.6 ppm of hydrogen is dissolved in
the groundwater per atmosphere of pressure.
TRIGON I KLEINFELDER, INC. Page 4

Ms. Beth Money, Gilbarco July 7, 2008
7300 West Friendly Avenue, Greensboro, North Carolina Trigon I Kleinfelder Project No. 042-08-018
Hydrogen is infused from the HiSOC into the treatment well at a typical rate of 28 standard cubic
centimeters per minute or approximately 1.4 cubic feet per day. The hydrogen consumption in each of the
injection wells is tracked to estimate the remaining service life of the hydrogen cylinders. Table 6 shows
the recorded hydrogen cylinder pressures and estimates a date for each injection well that the cylinder
should be replaced. It is anticipated that the hydrogen cylinders will be replaced prior to the next
quarterly monitoring event scheduled for September 2008.
The HiSOC produces a convection current in the well with a designed release bubble from the top of the
HiSOC to distribute dissolved hydrogen rich water throughout the screened interval. A curtain of
hydrogen rich water disperses around the well into the adjacent groundwater forming a treatment zone
allowing enhanced bioremediation to degrade the target contaminants.
5.0 CONCLUSIONS AND RECOMMENDATIONS
The groundwater potentiometric map indicates that the groundwater flow direction at the site is from the
southeast to the northwest under a gradient of 0.04 feet per foot as measured between MW-32 and
MW-45. Groundwater contaminant levels in the monitoring wells sampled on June 5, 2008, (MW-7,
MW-11, MW-13, MW-13D, MW-14, MW-23D, MW-24, MW-25, MW-42, and MW-45) are consistent
with average historical contaminant levels. Groundwater aquifer characteristics monitored during the
sampling event indicate suitable conditions for biodegradation of chlorinated hydrocarbons exist at the
site. The June 5, 2008, sampling event will serve as a baseline for comparison of contaminant levels and
aquifer characteristics in future monitoring events.
The HiSOC system began operating on June 13, 2008. Corrective action monitoring will be conducted on
a quarterly schedule. Therefore, the first HiSOC groundwater monitoring event should be scheduled for
September 2008. Monthly system checks should also be conducted during the first quarter to monitor the
rate of hydrogen consumption of the HiSOC delivery system.
Copies of this report have been mailed to the Guilford County Department of Environmental Health in
Greensboro, North Carolina and the UIC Program in Raleigh, North Carolina.
TRIGON I KLEINFELDER, INC. Page 5

TABLES

Ms. Beth Money, Gilbarco
7300 West Friendly Avenue, Greensboro, North Carolina
TABLE 1: GROUNDWATER ELEVATION DATA
July 7, 2008
TrigonlKleinfelder Project No. 042-08-018
Well ID
Total Depth
(feet TOC)
TOC Elevation
(feet)
Date Water Level
Measured
Static Water Level
(feet TOC)
Groundwater
Elevation (feet)
MW-7
29.9
861.19
7/2/2008
7.96
853.23
MW-10
33.6
860.36
7/2/2008
9.91
850.45
MW-11
25.1
859.26
6/5/2008
15.98
843.28
MW-12
16.8
851.50
7/2/2008
10.71
840.79
MW-12D
27.0
851.06
7/2/2008
11.17
839.89
MW-13
24.2
861.29
7/2/2008
16.64
844.65
MW-13D
39.4
860.40
7/2/2008
16.12
844.28
MW-14
24.8
859.32
7/2/2008
21.56
837.76
MW-14D
41.0
859.26
7/2/2008
21.86
837.40
MW-15
25.2
857.71
7/2/2008
15.55
842.16
MW-16
35.2
863.60
7/2/2008
30.77
832.83
MW-23D
57.1
860.90
7/2/2008
17.74
843.16
MW-24
58.8
858.81
7/2/2008
22.90
835.91
MW-25
168.9
861.47
7/2/2008
24.98
836.49
MW-27
44.0
862.74
7/2/2008
16.98
845.76
MW-28
23.8
861.54
7/2/2008
10.50
851.04
MW-29
18.8
861.13
7/2/2008
5.65
855.48
MW-30
73.4
862.28
7/2/2008
17.99
844.29
MW-31
19.0
861.73
7/2/2008
13.26
848.47
MW-32
19.6
861.76
7/2/2008
10.61
851.15
MW-33
21.0
861.77
7/2/2008
15.90
845.87
MW-34
21.0
860.45
7/2/2008
10.93
849.52
MW-40
29.7
860.62
7/2/2008
11.60
849.02
MW-41
20.3
860.52
7/2/2008
9.59
850.93
MW-42
35.0
865.32
7/2/2008
31.26
834.06
MW-43D
53.0
865.47
7/2/2008
31.69
833.78
MW-45
36.2
861.79
7/2/2008
28.80
832.99
Notes:
feet TOC = feet below top of well casing
TRIGON � KLEINFELDER, INC. Page 1 of 1

Ms. Beth Money, Gilbarco
7300 West Friendly Avenue, Greensboro, North Carolina
TABLE 2: AQUIFER CHARACTERISTICS FIELD ANALYSIS SUMMARY
July 7, 2008
TrigonlKleinfelder Project No. 042-08-018
Monitoring Well
Sample
Date
Temperature
(°C)
pH
Conductivity
(mS/cm3)
DissolvedRedox
Oxygen
(mv)
Preferred
Conditions
> 200C
5<pH<9
---
<0.5 mg/L
<50 mV
MW-7
06/05/08
19.21
6.4
0.305
0.86
-109.5
MW-11
06/05/08
18.41
6.4
0.365
1.70
-17.6
MW-13
06/05/08
20.71
7.3
0.465
6.95
-1.9
MW-13D
06/05/08
20.32
6.6
0.546
1.02
-208.9
MW-14
06/05/08
16.35
6.2
0.133
5.63
-48.5
MW-23D
06/05/08
21.48
8.5
0.900
0.59
-177.3
MW-24
06/05/08
15.73
8.2
0.459
0.39
-343.8
MW-25
06/05/08
19.77
8.7
0.315
1.07
-249.4
MW-42
06/05/08
14.95
7.2
0.209
0.51
-183.0
MW-45
06/05/08
14.33
7.6
0.555
0.27
-188.7
Notes:
Redox = oxidation-reduction potential
°C = degrees Celsius
mS/cm3 = millisiemens per cubic centimeter
mg/L = milligrams per liter, analogous to parts per million
mV = millivolts
Conductivity is measured for consistency in groundwater sample collection.
TRIGON I KLEINFELDER , INC. 1 of 1

Ms. Beth Money, Gilbarco
7300 West Friendly Avenue, Greensboro, North Carolina
TABLE 3: SUMMARY OF GROUNDWATER SAMPLE RESULTS
July 7, 2008
TrigonlKleinfelder Project No. 042-08-018
Parameter
NCGS 2L
Standard
Analytic I Results
Sample ID
MW-7
MW-11
MW-13
MW-13D
MW-14
MW-23D
MW-24
MW-25
MW-42
MW-45
Collection Date
06/05/08
1 06/05/08
06/05/08
06/05/08
06/05/08
06/05/08
06/05/08
06/05/08
06/05/08
06/05/08
Volatile Organic Compounds by EPA Method 6011602 (pg/l)
Tetrachloroethene
0.7
BDL
6.8
BDL
BDL
54.0
BDL
1,840
11.7
5.3
1.2
Trichloroethene
2.8
BDL
1.5
BDL
BDL
BDL
BDL
BDL
3.2
BDL
BDL
cis-1,2-Dichloroethene
70
1,750
5.0
94.7
21.6
BDL
166
545
23.5
BDL
BDL
Vinyl Chloride
0.015
BDL
BDL
BDL
3.2
BDL
BDL
BDL
BDL
BDL
BDL
Total Chlorinated Hydrocarbons
1,750
13
95
25
54
166
2,385
38
5
1
Benzene
1
BDL
RDI:
6.4
BDL
BDL
BDL
210
BDL
BDL
BDL
Eth lbenzene
550
1,040
BDL
_
BDL
3.0
BDL
20.2
BDL
1.3
BDL
BDL
Total X lenes
530
1,280
BDL
BDL
3.6
BDL
23.6
BDL
BDL
BDL
BDL
MTBE
200
BDL
BDL
BDL
12.5
BDL
208
55.1
2.2
BDL
BDL
Diisopropyl ether
70
BDL
BDL
BDL
1.7
BDL
BDL
140
4.2
BDL
BDL
Na hthalene
21
401
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
Total Petroleum Hydrocarbons
2,721
0
6
21
0
252
405
8
0
0
Total VOCs
4,471
13
101
46
54
418
2,790
46
5
1
Notes:
NCGS 2L Standard = North Carolina Groundwater Standard
BDL = Below Detection Limits
µg/l = Micrograms per liter, analogous to parts per billion
BOLD = Concentration exceeds the NCGS 2L Standard
MTBE = Methyl-tert-butyl ether
Dichlorofluoromethane was detected in MW-7 at a concentration of 64.8 mg/L. Dichlorofluoromethane was a common refrigerant and aerosol accelerant. It is likely
from spraying insecticide due to the present of bees in the protective well cover.
TRIGON I KLEINFELDER, INC. I of I

Ms. Beth Money, Gilberto July 7, 2009
7300 West Friendly Avenue, Greensboro, North Carolina TrigonlKleinfelder Project No. 042-09-019
TABLE 4: HISTORICAL SUMMARY OF GROUNDWATER SAMPLE RESULTS
Sample ED
Chlorinated Hydrocarbons
Total Chlorinated
Hydrocarbons
Y
Petroleum Hydrocarbons
Total Petroleum
Hydrocarbons
Y
Total VOC
Collection Date
Tetrachloroethene
Trichloroethene
cis-1,2-Dichloroethene
1,1-Dichlorcetlrene
Vinyl Chloride
1,1-Dichlorce[hane
1,2-Dichloroethane
trans-1,2-
Dichloroethane
1,1,1 Trrchloroethane
Benze°e
Toluene
Ethylbenune
Total Xylenes
MTBE
Diisopropyl ether
Naphthalene
NCGS 2L St&
0.7
2.8 1
70
7
0.015
70
0.36 1
100
200
1
1,000
550 1
530
200
70
21
MW-7
09/27/90
790
190
BDL
BDL
BDL
BDL
BDL
BDL
59
1,039
650
5.300
1,500
5,700
BDL
BDL
BDL
13,150
14,199
01/14/92
BDL
360
BDL
BDL
BDL
BDL
BDL
BDL
BDL
360
480
3,900
2,100
7,100
BDL
BDL
BDL
13,580
13,940
03/11/98
BDL
BDL
BDL
354
BDL
BDL
BDL
BDL
238
592
468
8,920
2,200
819"
BDL
BDL
BDL
20,578
21,170
05/25/99
BDL
BDL
BDL
723
BDL
BDL
BDL
BDL
347
1,070
253
2, 880
2,290
10,800
BDL
BDL
BDL
15,623
16,693
04/22/03
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
88
88
BDL
220
2,400
5,700
BDL
60
BDL
8,380
8,468
06/30/04
BDL
BDL
2,300
BDL
BDL
BDL
BDL
BDL
BDL
2,300
BDL
110
1,800
3,800
BDL
BDL
520
6,230
8,530
08/16/05
BDL
BDL
2,100
BDL
BDL
BDL
BDL
BDL
BDL
2,100
BDL
BDL
1,600
3,020
BDL
BDL
520
5,140
7,240
08/25/06
BDL
BDL
2,000
14
BDL
BDL
BDL
1.5
14
2,030
1.7
23
370
380
ll
3.3
82
971
2,901
12/14/06
3.6
4
2,100
570
BDL
15
BDL
5.1
13
2,711
4.1
39
1,3W
1,660
BDL
BDL
440
3,443
6,154
06/05/08
BDL
BDL
1,750
BDL
BDL
BDL
BDL
BDL
BDL
1,750
HDL
BDL
1,040
1,280
BDL
BDL
401
2,711
4,471
MW-8 abandoned
09/27/90
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
BDL
BDL
BDL
1
BDL
BDL
BDL
]
1
01/14/92
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
0
05/15/92
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
0
MW-9 abandoned
09/27/90
10
2
BDL
BDL
BDL
BDL
BDL
BDL
BDL
12
2
BDL
BDL
BDL
BDL
BDL
BDL
2
14
01/14/92
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
0
05/15/92
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
0
MW-10
09/27/90
76
140
BDL
BDL
BDL
BDL
BDL
BDL
140
356
2,900
66
BDL
670
BDL
BDL
BDL
3,636
3,992
01/14/92
BDL
78
BDL
120
BDL
BDL
BDL
BDL
BDL
198
2,900
BDL
BDL
120
BDL
BDL
BDL
3,020
3,218
03/11/98
BDL
BDL
BDL
13.9
BDL
BDL
BDL
BDL
BDL
14
234
BDL
BDL
BDL
BDL
BDL
BDL
234
248
05/26/99
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
36
BDL
BDL
BDL
BDL
BDL
BDL
36
36
10/10/02
5.9
2.3
BDL
4A
BDL
BDL
BDL
BDL
7.3
20
220
8.5
16
71
2,200
16
BDL
2,532
2,551
04/22/03
3.2
1.3
BDL
BDL
BDL
BDL
BDL
BDL
2.6
7
47
BDL
BDL
BDL
1,100
2.9
BDL
1,150
1,157
06/30/04
BDL
BDL
8.1
BDL
BDL
BDL
BDL
BDL
BDL
8
22
BDL
2.8
5.8
770
2.8
BDL
803
812
OS/16/OS
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDLIF-
0
43
BDL
BDL
BDL
680
BDL
BDL
723
723
08/24/06
BDL
BDL
3
BDL
BDL
BDL
BDL
BDL
BDL
3
8.1
BDL
BDL
BDL
360
43
BDL
372
375
MW-11
06130/04
2.1
3
1.4
BDL
BDL
BDL
BDL
BDL
BDL
5 BDL
BDL
BDL
BDL
4.1
BDL
BDL
4
9
08/15/05
5
3.6
9.7
BDL
BDL
BDL
BDL
BDL
BDL
18 BDL
BDL
BDL
BDL
22
BDL
BDL
2
21
09/24/06
4.9
2.5
5.2
BDL
BDL
BDL
BDL
BDL
BDL
13 BDL
BDL
BDL
BDL
4.4
BDL
BDL
4
17
06/05/09
6.8
1.5
5.0
BDL
BDL
BDL
BDL
BDL
BDL
13 BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
13
MW-12
09/27/90
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
BDL
BDL
BDL
BDL
BDL
BDL
BDL
11 0
0
01/14/92
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
0
03/11/98
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
0
05/26/99
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
0
06/30/04
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
0
08/15/05
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
0
08/24/06
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
0
MW-12D
09/27/90
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
0
01/14/92
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
0
03/11/98
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
0
05/26/99
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
0
06C30/04
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
0
08/15/2
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
0
08/24/06
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
0
Dotes:
All units measured in µg/L
BDL - Below Detection Limits
NCGS 2L Std. - North Carolina Groundwater Standard
BOLD - Concentration exceeds the 2L Groundwater Quality Standard
MTBE - Methyl-tert butyl ether
TRIGON I KLEINFELDER, INC 1 of 4

Ms. Beth Money, Gilbarco
7300 West Friendly Avenue, Greensboro, North Carolina
TABLE 4: HISTORICAL SUMMARY OF GROUNDWATER SAMPLE RESULTS
July 7,2008
TrigonIKleinfelder Project No. 042-08-018
Sample ED
Chlorinated H drocarbons
Petroleum Hydrocarbons
Collection Date
Tetrachloroethene
Trichloroethene
cis-1,2-Dichloroethene
1,1-Dichloroethene
Vinyl Chloride
1,1-Dichloroethane
1,2-Dichloroethane
trans-1,2-
Dichloroethane
1,1,1-Trichloroethene
Total Chlorinated
Hydrocarbons
Benzene
Toluene
Ethylbenune
Total Xylenes
MTBE
Diisopropyl ether
Naphthalene
Total Petroleum
Hydrocarbons
Total VOC
NCGS 2L Std.
0.7
2.8
70
7
0.015
70
0.38
100
200
-
1
1,000
550
530
200
70
21
MW-13
09/26/90
2
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
2
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
2
01/14/92
130
36
BDL
BDL
BDL
BDL
BDL
BDL
BDL
166
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
166
05/15/92
130
20
BDL
BDL
BDL
BDL
BDL
BDL
BDL
150
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
150
03/11/98
2.5
4.7
BDL
BDL
BDL
BDL
BDL
BDL
BDL
7
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
7
05/26/99
4.2
15
BDL
BDL
BDL
BDL
BDL
BDL
BDL
19
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
19
06/30/04
BDL
6.5
140
BDL
BDL
BDL
BDL
BDL
BDL
147
BDL
BDL
BDL
BDL
13
BDL
BDL
13
160
08/15/05
BDL
BDL
110
BDL
BDL
BDL
BDL
BDL
BDL
110
BDL
BDL
BDL
BDL
BDL
BDL
BDL
110
08/24/06
BDL
2.9
110
BDL
BE
BDL
BDL
1.1
BDL
114
BDL
BDL
BDL
BDL
5.4
BDL
BDL
�6Ro'
9
06/05/08
BDL
BDL
94.7
BDL
BDL
BDL
BDL
BDL
BDL
95
6.4
BDL
BDL
BDL
BDL
BDL
BDL
l
MW-13D
06/30/04
BDL
BDL
18
BDL
1.5
BDL
BDL
BDL
BDL
20
1.1
BDL
BDL
BDL
26
1.1
BDL
28
48
08/15/05
BDL
BDL
37
BDL
1.4
BDL
BDL
BDL
BDL
38
BDL
BDL
BDL
BDL
20
1.3
BDL
21
60
08/24/06
BDL
BDL
30
BDL
13
BDL
BDL
BDL
BDL
3]
BDL
BDL
BDL
BDL
19
BDL
BDL
19
50
06/05/08
BDL
BDL
21.6
BDL
32
BDL
BDL
BDL
BDL
25
BDL
BDL
3.0
3 6
12.5
1.7
BDL
21
46
MW-14
09/26/90
1,300
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
1,300
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
1,300
01/14/92
1,400
BDL
BDL
BDL
BDL
BDL
180
BDL
100
1,680
BDL
60
BDL
100
BDL
BDL
BDL
160
1,840
03/11/98
80
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
80
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
80
05/25/99
67
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
67
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
67
04/22/03
110
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
110
1.1
1.7
BDL
1.9
BDL
BDL
BDL
5
115
06/30/04
80
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
80
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
80
08/16/05
58
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
58
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
58
08/24/06
46
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
46
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
46
06/05/08
54.0
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
54
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
54
MW-14D
09/27/90
110
3
BDL
58
BDL
5
BDL
BDL
20
196
45
1
BDL
5
BDL
BDL
BDL
51
247
01/14/92
200
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
200
65
3
BDL
BDL
BDL
BDL
BDL
68
268
05/15/92
56
BDL
BDL
2.1
BDL
BDL
BDL
BDL
BDL
58
4.7
BDL
BDL
BDL
BDL
BDL
BDL
5
63
09/09/92
210
BDL
BDL
23
BDL
BDL
BDL
BDL
13
246
220
BDL
BDL
BDL
BDL
BDL
BDL
220
466
03/11/98
35.4
BDL
BDL
10.6
BDL
BDL
BDL
BDL
BDL
46
5.6
BDL
BDL
BDL
BDL
BDL
BDL
6
52
05/25/99
201
BDL
BDL
25
BDL
BDL
BDL
BDL
BDL
226
67
BDL
BDL
BDL
BDL
BDL
BDL
67
293
10/10/02
1 79
1 2.6
BDL
4
BDL
4.2
BDL
BDL
BDL
90
83
BDL
BDL
BDL
I1
29
BDL
48
138
04/22/03
40
BDL
BDL
L2
BDL
BDL
BDL
BDL
BDL
41
BDL
BDL
BDL
BDL
BDL
1.8
BDL
2
43
06/30/04
29
BDL
3.0
3.5
BDL
2.2
BDL
BDL
BDL
35
BDL
BDL
BDL
BDL
3.3
BDL
BDL
3
38
08/16/05
55
L8
15
3.3
BDL
BDL
BDL
BDL
BDL
75
5A
BDL
BDL
BDL
3.2
7.3
BDL
16
91
0 /24/06
47
2
17
1.4
BDL
BDL
BDL
BDL
BDL
67
1.3
BDL
BDL
BDL
2.4
6.4
BDL
10
78
MW-15
09/27/90
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
0
01/14/92
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
0
03/11/98
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
0
05/25/99
4.9
3
BDL
BDL
BDL
BDL
BDL
BDL
BDL
8
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
8
10/10/02
13
7.8
BDL
BDL
BDL
1.4
BDL
BDL
BDL
22
BDL
BDL
BDL
BDL
29
BDL
BDL
29
51
04/22/03
11
5
BDL
BDL
BDL
1.4
BDL
BDL
BDL
17
BDL
BDL
BDL
BDL
17
BDL
BDL
17
34
06/30/04
7.5
3.9
88
BDL
BDL
BDL
BDL
BDL
BDL
97
BDL
BDL
BDL
BDL
18
BDL
BDL
18
115
08/16/05
6.8
2.3
47
BDL
BDL
BDL
BDL
BDL
BDL
56
BDL
BDL
BDL
BDL
15
BDL
BDL
15
71
08/24/06
5.5
1 5
48
BDL
BDL
BDL
BDL
BDL
BDL
59
BDL
BDL
BDL
BDL
8
BDL
BDL
8
67
MW-16
09/26/90
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
0
01/14/92
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
0
03/11/98
1.9
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
2
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
2
06/02/99
2.4
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
2
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
2
10/10/02
22
3.8
BDL
1.8
BDL
BDL
BDL
BDL
BDL
28
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
28
04/22/03
46
8.6
BDL
3.6
BDL
BDL
BDL
BDL
BDL
58
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
58
06/30/04
31
7.6
24
2.7
BDL
1
BDL
BDL
BDL
66
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
66
08/15/05
30
4.4
BDL
1.8
BDL
BDL
BDL
BDL
BDL
36
BDL
BDL
BDL
BDL
BDL
17
BDL
17
53
08/25/06
36
7.4
31
2.9
BDL
BDL
BDL
BDL
BDL
77
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
77
Notes:
All units measured in µg/L
BDL - Below Detection Limits
NCGS 2L St& - North Carolina Groundwater Standard
BOLD - Concentration exceeds the 2L Groundwater Quality Standard
MTBE - Methyl-tert butyl ether
TRIGON I KLEINFELDEF, INC. 2 of 4

Ms. Beth Money, Gilberto
7300 West Friendly Avenue, Greensboro, North Carolina
TABLE 4: HISTORICAL SUMMARY OF GROUNDWATER SAMPLE RESULTS
July 7, 2008
TrigonlKleinfelder Project No. 042-08-018
Sample ED
Chlorinated H drocarbons
Petroleum Hydrocarbons
Collection Date
Tetrachloroethene
Trichloroethene
cis-1,2-Dichloroethene
I,I-Dichloroethene
Vinyl Chloride
1,1-Dichloroethane
1,2-Dichloroedwe
trans-1,2-
Dichloroethane
1,1,1.Trichloroethane
Total Chlorinated
Hydrocarbons
Benzene
Toluene
Ethylbenzene
Total Xylenes
MTBE
Diisopropyl ether
Naphthalene
Total Petroleum
Hydrocarbons
Total VOCs
NCGS 2L Std.
0.7
2.8
70
7
0.015
70
0.38 1
100
200
-
l
1,000
550
530
200
70
21
MW-17(abandoned 0l/03/06
0926/90
1
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
1
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
1
01/14/92
BDL
3
BDL
BDL
BDL
BDL
BDL
BDL
BDL
3
L BDL
BDL I
BDL
BDL
BDL
BDL
BDL
0
3
03/11/98
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
0
06/02/99
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
0
06/30/04
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
BDL
BDL
BDL
BDL
17
BDL
BDL
17
17
MW-23D
09/27/90
BDL
2
BDL
BDL
BDL
5
5
BDL
BDL
12
1
BDL
BDL
BDL
BDL
BDL
BDL
1
13
01/14/92
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
0
05/15/92
BDL
2.2
BDL
BDL
BDL
5.3
BDL
BDL
BDL
8
45
BDL
BDL
BDL
BDL
BDL
BDL
45
53
09/09/92
1.8
63
BDL
5A
BDL
6.5
2
BDL
BDL
22
63
BDL
BDL
BDL
BDL
BDL
BDL
6
28
03/11/98
2.5
2.5
BDL
1A
BDL
2.9
BDL
BDL
4
13
7.1
3.7
BDL
BDL
BDL
BDL
BDL
11
24
05/26/99
BDL
4.1
BDL
2.4
BDL
5.7
2.6
BDL
BDL
15
3.1
BDL
BDL
BDL
BDL
BDL
BDL
3
18
06/30/04
BDL
BDL
200
BDL
BDL
BDL
BDL
BDL
BDL
200
BDL
BDL
BDL
BDL
500
12
BDL
512
712
08/15/05
BDL
BDL
280
BDL
BDL
BDL
BDL
BDL
BDL
280
BDL
BDL
BDL
BDL
310
BDL
BDL
310
590
08/24/06
BDL
1.1
340
BDL
1.9
BDL
BDL
BDL
BDL
343
1.9
BDL
BDL
BDL
310
9.1
BDL
321
664
06/05/08
BDL
BDL
166
BDL
BDL
BDL
BDL
BDL
BDL
166
BDL
BDL
20.2
23.6
208
BDL
BDL
252
418
MW-24
09/27/90
630
28
BDL
60
BDL
BDL
BDL
BDL
BDL
718
1,500
80
BDL
80
BDL
BDL
BDL
1,660
2,378
01/14/92
3,800
110
BDL
200
BDL
BDL
56
BDL
80
4,246
1,800
260
BDL
340
BDL
BDL
BDL
2,400
6,646
05/15/92
1,400
25
BDL
4.9
BDL
BDL
BDL
BDL
BDL
1,430
1,800
180
BDL
BDL
BDL
BDL
BDL
1,980
3,410
09/09/92
2,700
BDL
BDL
BDL
BDL
BDL
BDL
BDL
100
2,800
21500
ISO
BDL
I50
BDL
BDL
BDL
2,800
5,600
03/11/98
1,230
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
1,230
1,920
BDL
BDL
BDL
BDL
BDL
BDL
1,920
3,150
05/25/99
637
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
637
1,510
BDL
BDL
BDL
BDL
BDL
BDL
1,510
2,147
10/10/02
2,000
68
BDL
31
BDL
11
2.5
BDL
4.9
2,117
1,700
16
1.4
27
180
530
BDL
2,454
4,572
04/22/03
640
24
BDL
17
BDL
6.4
BDL
BDL
1.8
689
500
6.4
BDL
6.3
81
180
BDL
774
1,463
06/30/04
870
BDL
370
BDL
BDL
BDL
BDL
BDL
BDL
1,240
280
BDL
BDL
BDL
74
200
BDL
554
1,794
08/16/05
1,300
62
570
BDL
BDL
BDL
BDL
BDL
BDL
1,932
420
BDL
BDL
BDL
69
170
BDL
659
2,591
08/24/06
2,200
84
770
15
BDL
6.4
1.2
1.2
5.5
3,083
660
4.8
BDL
10.4
78
160
56
919
4,002
06/05/08
1,840
BDL
545
BDL
BDL
BDL
BDL
BDL
BDL
2,385
210
BDL
BDL
BDL
55.1
140
BDL
405
2,790
MW-25
03/11/98
8.9
3.5
BDL
BDL
BDL
BDL
BDL
BDL
BDL
12
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
12
05/26/99
10
3.6
BDL
BDL
BDL
BDL
BDL
BDL
BDL
14
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
14
06/30/04
8.1
3.5
9.9
BDL
BDL
BDL
BDL
BDL
BDL
22
BDL
BDL
BDL
BDL
BDL
4.4
BDL
4
26
08/16/05
17
3.9
31
BDL
BDL
BDL
BDL
BDL
BDL
52
BDL
BDL
BDL
BDL
3.6
BDL
BDL
4
56
08/25/06
20
4.8
51
BDL
BDL
BDL
BDL
BDL
BDL
76
BDL
BDL
BDL
BDL
1.8
4.3
BDL
6
82
06/05/08
11.7
32
23.5
BDL
BDL
BDL
BDL
BDL
BDL
38
BDL
BDL
13
BDL
22
42
BDL
8
46
MW-26 abandoned 01/03/06
07/01/04
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
BDL
BDL BDL BDL
BDL
BDL
BDL
0
0
08/15/05
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
BDL
BDL BDL BDL
BDL
BDL
BDL
0
0
MW-27
10/10/02
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
23
2
47
18
2.3
BDL
BDL
72
72
07/01/04
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
5.4
2.7
34
7.9
11
BDL
17
78
78
08/16/05
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
12
4.1
i80
34
3.5
BDL
30
264
264
11/01/06
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
6.2
2.4
38
3.1
BDL
BDL
16
66
66
MW-28
10/10/02
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
10
2.2
45
22.5
BDL
23
BDL
82
82
07/01/04
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
95
51
1,500
1,065
BDL
BDL
480
3,191
08/15/05
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
210
78
2,300
750
BDL
BDL
740
r��
4,078
08/25/06
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
170
56
2,500
1,200
BDL
BDL
800
4,726
12/14/06
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
100
BDL2500
530
BDL
BDL
940
4,070
MW-29
07/01/04
23
BDL
280
BDL
BDL
BDL
BDL
BDL
BDL
303
BDL
BDL
21
BDL
BDL
BDL
BDL
21
324
08/15/05
39
4.2
29
BDL
BDL
BDL
BDL
BDL
BDL
72
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
72
08/25/06
5
2.2
38
BDL
BDL
BDL
BDL
BDL
BDL
45
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
45
Notes:
All units measured m µg/L
BDL - Below Detection Limits
NCGS 2L Std. - North Carolina Groundwater Standard
BOLD - Concentration exceeds the 2L Groundwater Quality Standard
MTBE - Methyl-tert butyl ether
TRIGON I KLELNFELDER, INC. 3 of 4

Ms. Beth Money, Gilberto
7300 West Friendly Avenue, Greensboro, North Carolina
TABLE 4: HISTORICAL SUMMARY OF GROUNDWATER SAMPLE RESULTS
July 7, 2008
TrigonjKleinfelder Project No. 042-08-018
Sample 1D
Chlorinated H drocarbons
Petroleum gaZdrocarhons
Collection Date
Tetrflchloroethene
Trichloroethene
cis-1,2-Dichlorcethene
l,l-Dichloroethene
Vinyl Chloride
1,1-Dichloroethane
1,2-Dichloroethane
2-
trans-1,l,l,l-Trichloroethane
Dichloroethane
Total Chlorinated
Hydrocarbons
Benzene
I
Toluene
Ethylbenzerte
I
Total Xylenes
I
MTBE
I
Diisopropyl ether
I
Naphthalene
Total Petroleum
Hydrocarbons
Total VOC
NCGS 2L Std.
0.7
2.8
70
7
0.015
70
0.38
100 200
--
1
1,000
550
530
200
70 1
21
MW-30
07/01/04
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
BDL
BDL
BDL
BDL
2,200
BDL
BDL
2,200
2,200
08/16/05
BDL
BDL
200
43
77
BDL
BDL
BDL
BDL
320
74
BDL
58
BDL
510
BDL
BDL
642
962
08/25/06
BDL
BDL
23
2.5
16
BDL
BDL
BDL
BDL
42
23
BDL
2.6
2
1,500
13
BDL
1,541
1,582
MW-31
10/10/02
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
BDL
320
2,600
7,900
BDL
BDL
BDL
10,820
10,820
04/22/03
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
BDL
310
1,800
4,600
BDL
BDL
BDL
6,710
6,710
07/01/04
BDL
BDL
53
BDL
BDL
BDL
BDL
BDL
BDL
53
18
84
590
1,360
BDL
BDL
400
2,452
2,505
08/15/05
BDL
BDL
48
BDL
BDL
BDL
BDL
BDL
BDL
48
BDL
67
1,100
1,490
BDL
BDL
750
3,407
3,455
11/01/06
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
BDL
BDL
1,700
390
BDL
BDL
720
2,810
2,810
MW-32
07/01/04
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
BDL
BDL
BDL
BDL
290
BDL
BDL
290
290
08/15/05
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
BDL
BDL
BDL
BDL
180
BDL
BDL
180
180
08/25/06
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
1,400
280
1W
600
15,000
32
160
17,662
17,662
11/01/06
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
1,400
320
340
900
20,000
BDL
BDL
22,960
22,960
12/14/06
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
1,500
3,700
1,700
9.000
16JM
BDL
1.100
32,000
32,000
MW-33
10/10/02
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
0
06r30/04
BDL
BDL
1.6
BDL
BDL
BDL
BDL
BDL
BDL
2
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
2
08/15/05
BDL
BDL
5.6
BDL
BDL
BDL
BDL
BDL
BDL
6
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
6
08/25/06
BDL
BDL
57
BDL
BDL
BDL
BDL
BDL
BDL
6
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
6
MW-34
04/22/03
BDL
100
BDL
15
BDL
7.2
BDL
BDL
BDL
122
BDL
BDL BDL
BDL
BDL
BDL
BDL
0
122
07/01/04
BDL
130
63
6.3
BDL
7.4
BDL
BDL
BDL
207
BDL
BDL BDL
BDL
BDL
BDL
BDL
0
207
08/16/05
BDL
90
37
BDL
BDL
BDL
BDL
BDL
BDL
127
BDL
BDL BDL
BDL
BDL
BDL
BDL
0
127
08/25/06
BDL
59
24
4.8
BDL
2.3
BDL
BDL
BDL
90
BDL
BDL BDL
BDL
BDL
BDL
BDL
0
90
MW-4O
11/01/06 BDL BDL BDL BDL BDL BDL BDL BDL BDL 0 250 230 280 552 BDL BDL 130 1,442 1,442
MW-41
04/22/03
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
7,200
6,600
2,400
10,800
BDL
BDL
BDL
27,000
27,000
07/08/04
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
7,000
6,600
2,600
13,300
BDL
520
770
30,790
30,790
08/16/05
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
5,400
4,900
2,500
9,700
BDL
230
780
23,510
23,510
08/24/06
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
3,100
3,000
1,000
2,900
BDL
6.4
16
10,022
10,022
MW-42
01/10/06
36.0
BDL
T5
6.1
BDL
1.6
BDL
BDL
BDL
51
BDL
BDL
BDL
BDL
BDL
BDL
3.2
3
54
08/25/06
27.0
BDL
4.7
3.5
BDL
1.5
BDL
BDL
BDL
37
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
37
06/05/08
53
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
5
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
5
MW-43D
01/10/06 390 12.0 110 42.0 BDL 6.8 BDL BDL BDL 561 4.8 BDL 651, BDL 36.0 68.0 BDL 109 670
MW-04
04/11/07 BDL 2.1 BDL BDL BDL BDL BDL BDL BDL 2 BDL BDL BDL BDL BDL BDL BDL 0 2
MW-45
09/13/07
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
0
06/05/08
11
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
1
BDL
BDL
BDL
BDL
BDL
BDL
BDL
0
1
Notes:
All units measured in µg/L
BDL - Below Detection Limits
NCGS 21, Std. - North Carolina Groundwater Standard
BOLD - Concentration exceeds the 2L Groundwater Quality Standard
MTBE - Methyl-tert butyl ether
TRIGON I KLEINFELDER, INC. 4 of 4

Ms. Beth Money, Gilbarco
7300 West Friendly Avenue, Greensboro, North Carolina
TABLE 5: ESTIMATED DISSOLVED HYDROGEN CONCENTRATIONS AT INJECTION WELLS
July 7, 2008
Trigon I Kleinfelder Project No. 042-08-018
Well ID
Total Depth
(feet TOC)
TOC Elevation
(feet)
Bottom
Elevation (feet)
Date Water
Level Checked
Static Water Level
(feet TOC)
Groundwater
Elevation (feet)
Depth of Water
(feet)
Estimated
Dissolved
Hydrogen
Concentration
(Ppm)
MW-7
29.9
861.19
831.29
7/2/2008
7.96
853.23
21.94
2.6
MW-10
33.6
860.36
826.76
7/2/2008
9.91
850.45
23.69
2.7
MW-14D
41.0
859.26
818.26
7/2/2008
21.86
837.40
19.14
2.5
MW-15
25.2
857.71
832.51
7/2/2008
15.55
842.16
9.65
2.1
MW-16
35.2
863.60
828.40
7/2/2008
30.77
832.83
4.43
1.8
MW-23D
57.1
860.90
803.80
7/2/2008
17.74
843.16
39.36
3.5
MW-24
58.8
858.81
800.01
7/2/2008
22.90
835.91
35.90
3.3
MW-29
18.8
861.13
842.33
7/2/2008
5.65
855.48
13.15
2.2
MW-34
21.0
860.45
839.45
7/2/2008
10.93
849.52
10.07
2.1
MW-43 D
53.0
865.47
812.47
7/2/2008
31.69
833.78
21.31
2.6
Notes:
feet TOC = feet below top of well casing
ppm = parts per million
Hydrogen concentrations are estimated based on a saturated hydrogen content of 1.6 ppm per atmosphere.
TRIGON I KLEINFELDER, INC. Page I of I

Ms. Beth Money, Gilbarco
7300 West Friendly Avenue, Greensboro, North Carolina
TABLE 6: ESTIMATED HYDROGEN CONSUMPTION
July 7, 2008
Trigon jKleinfelder Project No. 042-08-018
Date
Estimated
Days
Date
Original
Water
Hydrogen
Estimated Date
Estimated Date
Cylinder
Volume of
Elapsed
Injection
Hydrogen
Cylinder
Level and
Use per
Cylinder Must be
Cylinder Must be
Pressure
Hydrogen
Since
Well ID
Cylinder
Pressure
Cylinder
Day
Changed Based on
Changed Based on
on 7/2/08
Remaining
Cylinder
Installed
(psi)
Pressure
(psi/day)
Pressure
Volume
(cubic feet)
Installation
Recorded
MW-7
6/13/2008
2,200
7/2/2008
1,400
120
19
42.1
8/1/2008
9/11/2008
MW-10
6/13/2008
2,200
7/2/2008
2,000
172
19
10.5
12/29/2008
10/18/2008
MW-14D
6/13/2008
2,200
7/2/2008
1,600
138
19
31.6
8/18/2008
9/24/2008
MW-15
6/13/2008
2,200
7/2/2008
1,350
116
19
44.7
7/29/2008
9/8/2008
MW-16
6/13/2008
2,200
7/2/2008
1,400
120
19
42.1
8/l/2008
9/11/2008
MW-23D
6/13/2008
2,200
7/2/2008
1,650
142
19
28.9
8/24/2008
9/27/2008
MW-24
6/13/2008
2,200
7/2/2008
1,700
146
19
26.3
8/31/2008
9/30/2008
MW-29
6/13/2008
2,200
7/2/2008
2,000
172
19
10.5
12/29/2008
10/18/2008
MW-34
6/13/2008
2,200
7/2/2008
1,450
125
19
39.5
8/5/2008
9/14/2008
MW-43 D
6/13/2008
2,200
7/2/2008
1,550
133
19
34.2
8/13/2008
9/20/2008
Notes:
feet TOC = feet below top of well casing
psi = pounds per square inch
All hydrogen cylinders must be replaced prior to the cylinder pressure falling below 50 psi.
TRIGON I KLEINFELDER, INC. Page 1 of 1

FIGURES

A
Mw-45
MW-42
MW-12D
\1W-15 Mw-12
MW-14 MW-25 4�- SUB
TATIO
R ATER
TANK
�IW-1
MW41 . MW-13D
30
Mw40 RVN-3p Mw-11 �Mw-13
RW-2
p MNV-7 \1W-23D
NIW-34
MW-31 -$�MW-28
RW-4
p MW-32
MW-33
MW-27 MW-30
MW-44
EXISTING
PARKING
EXISTING
PARKING
LEGEND EXISTING
BUILDING
INJECTION WELL LOCATION
MW-44 MONITORING WELL LOCATION
FIGURE 2
RW-3 A RECOVERY WELL LOCATION SITE PLAN
Gilbarco
7300 West Friendly Avenue
�EGreensboro, North Carolina
DATE: 1-2-2008 SCALE: V a 1W
GREESSW RO, NORTH 47A V1 I F.1 N A
DRAWN BY: CWH PROJECT NO: 042-0B-018

EXISTING
PARKING
- 832 995
835
832.83 833.78 MW�2 /
834.06
835
840
849.52
850
855
LEGEND
INJECTION WELL LOCATION
856.78 AND GROUNDWATER ELEVATION
MW-14 MONITORING WELL LOCATION
837.75 AND GROUNDWATER ELEVATION
RW-3 Q RECOVERY WELL LOCATION
GROUNDWATER CONTOUR LINE
NOTE: GROUNDWATER ELEVATIONS WERE RECORDED JULY 2, 2008.
MONITORING WELLS MW-13D AND MW-23D ARE SCREENED
BELOW THE WATER TABLE AND WERE NOT USED TO GENERATE
THE GROUNDWATER CONTOURS.
i "! R
835.91 84 6
-14 8W76 RAK AQ SUB
EXISTING
BUILDING
k MW-41
s 50 oat
dW-40
849.02
MW
845.
BAN'-10
8 .23
855.48
MV%
�5�4
MW-44
MW-12D
—839:89-- 840
MW-12
840.79
mw-ii AM-13
0 943.28 '10844.65
Nrn'-53D
843.16
850
EXISTING
PARKING

1KW-45
/ 1
\
}IW-16 NINN-43D
�MW-42
5
MW-12D
1 IS
2,385
MW-12
MW-14
54
MW-25
38 TA O
ATE\
TANK
-
MIN
1 yb
v
MW-13
30
zs
MW -40 w 0 RW-3Q
R 2
MW-11 MW 13
13
13
NIA 7
1,7 0
%N -3
(7-71
MW-31 � MW-28
RW-4
A � MW-32
MW-3
'-27 MW-30
NM-44
EXISTING
PARKING
EXISTING
PARKING
LEGEND EXISTING
BUILDING
AI It-, -$r INJECTION WELL LOCATION
1,750 WITH TOTAL CHLORINATED HYDROCARBONS CONCENTRATION (uglL)
MW-14� MONITORING WELL LOCATION
54 WITH TOTAL CHLORINATED HYDROCARBONS CONCENTRATION (uglL)
FIGURE 5
RW-3 Q RECOVERY WELL LOCATION
TOTAL CHLORINATED HYDROCARBONS JUNE 5, 2008
1,000-/TOTAL CHLORINATED HYDROCARBONS ISOCONCENTRATTON LINE
7A
Gilbarco
7300 West Friendly Avenue
TI ON
Greensboro, North Carolina
NOTE: SAMPLES COLLECTED ON JUNE 5, 2008.
V
DATE: 7-3-2008 SCALE: 1• a IW
G REENSOORO, NORTH CAROLL`1 A
DRAWN BY: CWH PROJECTNO: 042-08-018

APPENDIX A

aceAnalytical
www.pacelabs.com
June 11, 2008
Mr. Chris Hay
Trig on/Kleinfelder, Inc.
313 Gallimore Dairy Rd
Greensboro, NC 27409
RE: Project: GILBARCO 042-08-018
Pace Project No.: 9220958
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
Dear Mr. Hay:
Enclosed are the analytical results for sample(s) received by the laboratory on June 06, 2008. The
results relate only to the samples included in this report. Results reported herein conform to the
most current NELAC standards, where applicable, unless otherwise narrated in the body of the
report.
Inorganic Wet Chemistry and Metals analyses were performed at our Pace Asheville laboratory and
Organic testing was performed at our Pace Huntersville laboratory unless otherwise footnoted. All
Microbiological analyses were performed at the laboratory where the samples were received.
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Bonnie McKee
[e-mail]
Project Manager
Enclosures
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
`i 1_IGIQL.�
[phone]
Page 1 of 20

aceAnalytical
wwwpacalabs.=n
I
Project: GILBARCO 042-08-018
Pace Project No.: 9220958
Charlotte Certification IDs
Florida/NELAP Certification Number: E87627
Kansas Certification Number: E-10364
Louisiana/LELAP Certification Number: 04034
North Carolina Drinking Water Certification Number: 37'7DG
North Carolina Wastewater Certification Number: 12
Asheville Certification IDs
Florida/NELAP Certification Number: E87648
Louisiana/LELAP Certification Number: 03095
New Jersey Certification Number: NC011
North Carolina Drinking Water Certification Number: 37712
North Carolina Wastewater Certification Number: 40
North Carolina Bioassay Certification Number: 9
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
CERTIFICATIONS
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
North Carolina Field Services Certification Number: 5342
South Carolina Certification Number: 990060001
South Carolina Bioassay Certification Number: 990060003
Tennessee Certification Number: 04010
Virginia Certification Number: 00213
Pennsylvania Certification Number: 68-03578
South Carolina Certification Number: 99030001
South Carolina Bioassay Certification Number: 99030002
Tennessee Certification Number: 2980
Virginia Certification Number: 00072
Eden Certification IDs
North Carolina Drinking Water Certification Number: 37738 North Carolina Wastewater Certification Number: 633
Virginia Drinking Water Certification Number: 00424
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of PPacee A\ nalytical Services, Inc..
Page 2 of 20

®
Pace Analytical Services, Inc.
Analytical
2225 Riverside Dr.
wwwpacelabscom
Asheville, NC 28804
[phone]
SAMPLE SUMMARY
Project: GILBARCO 042-08-018
Pace Project No.: 9220958
Lab ID
Sample ID
Matrix
Date Collected
Date Received
9220958001
MW-7
Water
06/05/08 09:40
06/06/08 13:30
9220958002
11
Water
06105/0810:35
06/06/0813:30
9220958003
MW-13
Water
06/05/0811:35
06/06/0813:30
9220958004
MW-13D
Water
06/05/0811:45
06/06/0813:30
9220958005
MW-14
Water
06/05/0814:10
06/06/0813:30
9220958006
MW-23D
Water
06105/0811:01
06/06/0813:30
9220958007
MW-24
Water
06/05/0815:20
06/06/0813:30
9220958008
MW-25
Water
06/05/0814:43
06/06/0813:30
9220958009
MW-42
Water
06/05/0816:25
06/06/0813:30
9220958010
MW-45
Water
06/05/0816:40
06/06/0813:30
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
LCY�C
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 3 of 20

aceAnalytical
www.pacelabs.com
Project: GILBARCO 042-08-018
Pace Project No.: 9220958
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
SAMPLE ANALYTE COUNT
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Lab ID
Sample ID
Method
Analysts
Analytes
Reported
9220958001
MW-7
EPA601/602
PPM
40
9220958002
MW-11
EPA601/602
PPM
40
9220958003
MW-13
EPA601/602
PPM
40
9220958004
MW-13D
EPA601/602
PPM
40
9220958005
MW-14
EPA601/602
PPM
40
9220958006
MW-23D
EPA601/602
PPM
40
9220958007
MW-24
EPA601/602
PPM
40
9220958008
MW-25
EPA601/602
PPM
40
9220958009
MW-42
EPA601/602
PPM
40
9220958010
MW-45
EPA601/602
PPM
40
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Page 4 of 20

aceAnalytical
wwwpscekbs.com
Project: GILBARCO 042-08-018
Pace Project No.: 9220958
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
ANALYTICAL RESULTS
[phone]
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville. NC 28078
[phone]
Sample: MW-7 Lab ID: 9220958001 Collected: 06/05/08 09:40 Received: 06/06/08 13:30 Matrix: Water
Report
Parameters Results Units Limit MDL DF Prepared Analyzed CAS No. Qual
6011602 Volatiles Analytical Method: EPA601/602
Benzene
ND ug/L
50.0
50.0
50
06/10/08 01:27
71-43-2
Bromodichloromethane
ND ug/L
50.0
50.0
50
06/10/08 01:27
75-27-4
Bromoform
ND ug/L
50.0
50.0
50
06/10/08 01:27
75-25-2
Bromomethane
ND ug/L
50.0
50.0
50
06/10/08 01:27
74-83-9
Carbon tetrachloride
ND ug/L
50.0
50.0
50
06/10/08 01:27
56-23-5
Chlorobenzene
ND ug/L
50.0
50.0
50
06/10/08 01:27
108-90-7
Chloroethane
ND ug/L
50.0
50.0
50
06/10/08 01:27
75-00-3
Chloroform
ND ug/L
50.0
50.0
50
06/10/08 01:27
67-66-3
Chloromethane
ND ug/L
100
100
50
06/10/08 01:27
74-87-3
Dibromochloromethane
ND ug/L
50.0
50.0
50
06/10/08 01:27
124-48-1
1,2-Dibromoethane (EDB)
ND ug/L
50.0
50.0
50
06/10/08 01:27
106-93-4
1,2-Dichlorobenzene
ND ug/L
50.0
50.0
50
06/10/08 01:27
95-50-1
1,3-Dichlorobenzene
ND ug/L
50.0
50.0
50
06/10/08 01:27
541-73-1
1,4-Dichlorobenzene
ND ug/L
50.0
50.0
50
06/10/08 01:27
106-46-7
Dichlorodifluoromethane
64.8 ug/L
50.0
50.0
50
06/10/08 01:27
75-71-8
1,1-Dichloroethane
ND ug/L
50.0
50.0
50
06/10/08 01:27
75-34-3
1,2-Dichloroethane
ND ug/L
50.0
50.0
50
06/10/08 01:27
107-06-2
1,1-Dichloroethene
ND ug/L
50.0
50.0
50
06/10/08 01:27
75-35-4
cis- 1,2-Dichloroethene
1750 ug/L
50.0
50.0
50
06/10/08 01:27
156-59-2
trans-1,2-Dichloroethene
ND ug/L
50.0
50.0
50
06/10/08 01:27
156-60-5
1,2-Dichloropropane
ND ug/L
50.0
50.0
50
06/10/08 01:27
78-87-5
cis- 1,3-Dichloropropene
ND ug/L
50.0
50.0
50
06/10/08 01:27
10061-01-5
trans-1,3-Dichloropropene
ND ug/L
50.0
50.0
50
06/10/08 01:27
10061-02-6
Diisopropyl ether
ND ug/L
50.0
50.0
50
06/10/08 01:27
108-20-3
Ethylbenzene
1040 ug/L
50.0
50.0
50
06/10/08 01:27
100-41-4
Methylene Chloride
ND ug/L
100
100
50
06/10/08 01:27
75-09-2
Methyl-tert-butyl ether
ND ug/L
50.0
50.0
50
06/10/08 01:27
1634-04-4
Naphthalene
401 ug/L
100
100
50
06/10/08 01:27
91-20-3
1,1,2,2-Tetrachloroethane
ND ug/L
50.0
50.0
50
06110/0801:27
79-34-5
Tetrachloroethene
ND ug/L
50.0
50.0
50
06/10/08 01:27
127-18-4
Toluene
ND ug/L
50.0
50.0
50
06/10/08 01:27
108-88-3
1,1,1-Trichloroethane
ND ug/L
50.0
50.0
50
06/10/08 01:27
71-55-6
1,1,2-Trichloroethane
ND_ug/L
50.0
50.0
50
06/10/08 01:27
79-00-5
Trchloroethene
ND--ug/L`-
50.0
50.0
50
06/10/08 01:27
79-01-6
Trichlorofluoromethane
ND ug/L�\.-1..
50.0
50.0
50
06/10/08 01:27
75-69-4
Vinyl chloride
ND ug/L \
50.0
50.0
50
06/10/08 01:27
75-01-4
Xylene (Total)
1280 ug/L
150
150
50
06/10/08 01:27
1330-20-7
m&p-Xylene
1190 ug/L
100
100
50
06/10/08 01:27
1330-20-7
o-Xylene
96.0 ug/L
50.0
50.0
50
06/10/08 01:27
95-47-6
1-Chloro-3-fluorobenzene (S)
98 %
65-137
50
06/10/08 01:27
625-98-9
Date: 06/11/2008 03:35 PM REPORT OF LABORATORY ANALYSIS Page 5 of 20
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..

aceAnalytical
www.pacelabs com
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Project: GILBARCO 042-08-018
Pace Project No.: 9220958
Sample: MW-11 Lab ID: 9220958002 Collected: 06/05/08 10:35 Received: 06/06/08 13:30 Matrix: Water
Report
Parameters Results units Limit MDL DF Prepared Analyzed CAS No. Qual
601/602 Volatlles Analytical Method: EPA 601/602
Benzene
ND ug/L
1.0
1.0
Bromodichloromethane
ND ug/L
1.0
1.0
Bromoform
ND ug/L
1.0
1.0
Bromomethane
ND ug/L
1.0
1.0
Carbon tetrachloride
ND ug/L
1.0
1.0
Chlorobenzene
ND ug/L
1.0
1.0
Chloroethane
ND ug/L
1.0
1.0
Chloroform
ND ug/L
1.0
1.0
Chloromethane
ND ug/L
2.0
2.0
Dibromochloromethane
ND ug/L
1.0
1.0
1,2-Dibromoethane (EDB)
ND ug/L
1.0
1.0
1,2-Dichlorobenzene
ND ug/L
1.0
1.0
1,3-Dichlorobenzene
ND ug/L
1.0
1.0
1,4-Dichlorobenzene
ND ug/L
1.0
1.0
Dichlorodifluoro methane
ND ug/L
1.0
1.0
1,1-Dichloroethane
ND ug/L
1.0
1.0
1,2-Dichloroethane
ND ug/L
1.0
1.0
1,1-Dichloroethene
ND ug/L
1.0
1.0
cis-1,2-Dichloroethene
5.0 ug/L
1.0
1.0
trans-1,2-Dichloroethene
ND ug/L
1.0
1.0
1,2-Dichloropropane
ND ug/L
1.0
1.0
cis- 1, 3-Dichloropropene
ND ug/L
1.0
1.0
trans- 1,3-Dichloropropene
ND ug/L
1.0
1.0
Diisopropyl ether
ND ug/L
1.0
1.0
Ethylbenzene
ND ug/L
1.0
1.0
Methylene Chloride
ND ug/L
2.0
2.0
Methyl-tert-butyl ether
ND ug/L
1.0
1.0
Naphthalene
ND ug/L
2.0
2.0
1,1,2,2-Tetrachloroethane
ND ug/L
1.0
1.0
Tetrachloroethene
6.8 ug/L
1.0
1.0
Toluene
ND ug/L
1.0
1.0
1,1,1-Trichloroethane
ND ug/L
1.0
1.0
1,1,2-Trichloroethane
ND ug/L
1.0
1.0
Trichloroethene
1.5 ug/L
1.0
1.0
Trichlorofluoromethane
ND ug/L
1.0
1.0
Vinyl chloride
ND ug/L
1.0
1.0
Xylene (Total)
ND ug/L
3.0
3.0
m&p-Xylene
ND ug/L
2.0
2.0
o-Xylene
ND ug/L
1.0
1.0
1-Chloro-3-fluorobenzene (S)
106 %
65-137
Date: 06/11 /2008 03:35 PM
I
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
�iJ__lClG1�=
06/10/08 02:09
71-43-2
06/10/08 02:08
75-27-4
06/10/08 02:08
75-25-2
06/10/08 02:08
74-83-9
06/10/08 02:08
56-23-5
06/10/08 02:08
108-90-7
06/10/08 02:08
75-00-3
06/10/08 02:08
67-66-3
06/10/08 02:08
74-87-3
06/10/08 02:08
124-48-1
06/10/08 02:08
106-93-4
06/10/08 02:08
95-50-1
06/10/08 02:08
541-73-1
06/10/08 02:08
106-46-7
06/10/08 02:08
75-71-8
06/10/08 02:08
75-34-3
06/10/08 02:08
107-06-2
06/10/08 02:08
75-35-4
06/10/08 02:08
156-59-2
06/10/08 02:08
156-60-5
06/10/08 02:08
78-87-5
06/10/08 02:08
10061-01-5
06/10/08 02:08
10061-02-6
06/10/08 02:09
108-20-3
06/10/08 02:09
100-41-4
06/10/08 02:08
75-09-2
06/10/08 02:09
1634-04-4
06/10/08 02:09
91-20-3
06/10/08 02:08
79-34-5
06/10/08 02:08
127-18-4
06/10/08 02:09
108-88-3
06/10/08 02:08
71-55-6
06/10/08 02:08
79-00-5
08/10/08 02:08
79-01-6
06/10/08 02:08
75-69-4
06/10/08 02:08
75-01-4
06/10/08 02:09
1330-20-7
06/10/08 02:09
1330-20-7
06/10/08 02:09
95-47-6
06/10/08 02:08
625-98-9
Page 6 of 20

(�IaoeAnalyfical
www.p&cWabs.com
Project: GILBARCO 042-08-018
Pace Project No.: 9220958
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 KinceyAve. Suite 100
Huntersville, NC 28078
[phone]
Sample: MW-13 Lab ID: 9220958003 Collected: 06/05/08 11:35 Received: 06/06/08 13:30 Matrix: Water
Report
Parameters Results Units Limit MDL DF Prepared Analyzed CAS No. Qual
601/602 Volatiies Analytical Method: EPA601/602
Benzene
6.4 ug/L
5.0
5.0
5
06/10/08 02:50
71-43-2
Bromodichloromethane
ND ug/L
5.0
5.0
5
06/10/08 02:50
75-27-4
Bromoform
ND ug/L
5.0
5.0
5
06/10/08 02:50
75-25-2
Bromomethane
ND ug/L
5.0
5.0
5
06/10/08 02:50
74-83-9
Carbon tetrachloride
ND ug/L
5.0
5.0
5
06/10/08 02:50
56-23-5
Chlorobenzene
ND ug/L
5.0
5.0
5
06/10/08 02:50
108-90-7
Chloroethane
ND ug/L
5.0
5.0
5
06/10/08 02:50
75-00-3
Chloroform
ND ug/L
5.0
5.0
5
06/10/08 02:50
67-66-3
Chloromethane
ND ug/L
10.0
10.0
5
06/10/08 02:50
74-87-3
Dibromochloromethane
ND ug/L
5.0
5.0
5
06/10/08 02:50
12448-1
1,2-Dibromoethane (EDB)
ND ug/L
5.0
5.0
5
06/10/08 02:50
106-93-4
1,2-Dichlorobenzene
ND ug/L
5.0
5.0
5
06/10/08 02:50
95-50-1
1,3-Dichlorobenzene
ND ug/L
5.0
5.0
5
06/10/08 02:50
541-73-1
1,4-Dichlorobenzene
ND ug/L
5.0
5.0
5
06/10/08 02:50
10646-7
Dichlorodifluoromethane
ND ug/L
5.0
5.0
5
06/10/08 02:50
75-71-8
1,1-Dichloroethane
ND ug/L
&0
5.0
5
06/10/08 02:50
75-34-3
1,2-Dichloroethane
ND ug/L
5.0
5.0
5
06/10/08 02:50
107-06-2
1,1-Dichloroethene
ND ug/L
5.0
5.0
5
06/10/08 02:50
75-35-4
cis-1,2-Dichloroethene
94.7 ug/L
5.0
5.0
5
06/10/08 02:50
156-59-2
trans-1,2-Dichloroethene
ND ug/L
5.0
5.0
5
06/10/08 02:50
156-60-5
1,2-Dichloropropane
ND ug/L
5.0
5.0
5
06/10/08 02:50
78-87-5
cis- 1,3-Dichloropropene
ND ug/L
5.0
5.0
5
06/10/08 02:50
10061-01-5
trans-1,3-Dichloropropene
ND ug/L
5.0
5.0
5
06/10/0802:50
10061-02-6
Diisopropyl ether
ND ug/L
5.0
5.0
5
06/10/08 02:50
108-20-3
Ethylbenzene
ND ug/L
5.0
5.0
5
06/10/08 02:50
100-41-4
Methylene Chloride
ND ug/L
10.0
1 D.0
5
06/10/08 02:50
75-09-2
Methyl -tent -butyl ether
ND ug/L
5.0
5.0
5
06/10/08 02:50
1634-044
Naphthalene
ND ug/L
10.0
10.0
5
06/10/08 02:50
91-20-3
1,1,2,2-Tetrachloroethane
ND ug/L
5.0
5.0
5
06/10/08 02:50
79-34-5
Tetrachloroethene
ND ug/L
5.0
5.0
5
06/10/08 02:50
127-18-4
Toluene
ND ug/L
5.0
5.0
5
06/10/08 02:50
108-88-3
1,1,1-Trichloroethane
ND ug/L
5.0
5.0
5
06/10/08 02:50
71-55-6
1,1,2-Trichloroethane
ND ug/L
5.0
5.0
5
06/10/08 02:50
79-00-5
Trichloroethene
ND ug/L
5.0
5.0
5
06/10/08 02:50
79-01-6
Trichlorofluoromethane
ND ug/L
5.0
5.0
5
06/10/08 02:50
75-69-4
Vinyl chloride
ND ug/L
5.0
5.0
5
06/10/08 02:50
75-01-4
Xylene (Total)
ND ug/L
15.0
15.0
5
06/10/08 02:50
1330-20-7
m&p-Xylene
ND ug/L
10.0
10.0
5
06/10/08 02:50
1330-20-7
o-Xylene
ND ug/L
5.0
5.0
5
06/10/08 02:50
95-47-6
1 -Chloro-3-fluorobenzene (S)
114 %
65-137
5
06/10/08 02:50
625-98-9
Date: 06/11/2008 03:35 PM REPORT OF LABORATORY ANALYSIS Page 7 of 20
This report shall not be reproduced, except in full,
without the written consent of Pace
Analytical Services, Inc..

aceAnalytical
www.pacdabs.own
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Project: GILBARCO 042-08-018
Pace Project No.: 9220958
Sample: MW-13D Lab ID: 9220958004 Collected: 06/05/08 11:45 Received: 06/06/08 13:30 Matrix: Water
Report
Parameters Results Units Limit MDL DF Prepared Analyzed CAS No. Qual
601/602 Volatiles
Analytical Method: EPA601/602
Benzene
ND ug/L
1.0
1.0
1
06/10/08 03:31
71-43-2
Bromodichloromethane
ND ug/L
1.0
1.0
1
06/10/08 03:31
75-27-4
Bromoform
ND ug/L
1.0
1.0
1
06/10/08 03:31
75-25-2
Bromomethane
ND ug/L
1.0
1.0
1
06/10/08 03:31
74-83-9
Carbon tetrachloride
ND ug/L
1.0
1.0
1
06/10/08 03:31
56-23-5
Chlorobenzene
ND ug/L
1.0
1.0
1
06/10/08 03:31
108-90-7
Chloroethane
ND ug/L
1.0
1.0
1
06/10/08 03:31
75-00-3
Chloroform
ND ug/L
1.0
1.0
1
06/10/08 03:31
67-66-3
Chloromethane
ND ug/L
2.0
2.0
1
06/10/08 03:31
74-87-3
Dibromochloromethane
ND ug/L
1.0
1.0
1
06/10/08 03:31
124-48-1
1,2-Dibromoethane (EDB)
ND ug/L
1.0
1.0
1
06/10/08 03:31
106-93-4
1,2-Dichlorobenzene
ND ug/L
1.0
1.0
1
06/10/08 03:31
95-50-1
1,3-Dichlorobenzene
ND ug/L
1.0
1.0
1
06/10/08 03:31
541-73-1
1,4-Dichlorobenzene
ND ug/L
1.0
1.0
1
06/10/08 03:31
106-46-7
Dichlorodifluoromethane
ND ug/L
1.0
1.0
1
06/10/08 03:31
75-71-8
1,1-Dichloroethane
ND ug/L
1.0
1.0
1
06/10/08 03:31
75-34-3
1,2-Dichloroethane
ND ug/L
1.0
1.0
1
06/10/08 03:31
107-06-2
1,1-Dichloroethene
ND ug/L
1.0
1.0
1
06/10/08 03:31
75-35-4
cis- 1,2-Dichloroethene
21.6 ug/L
1.0
1.0
1
06/10/08 03:31
156-59-2
trans-1,2-Dichloroethene
ND ug/L
1.0
1.0
1
06/10/08 03:31
156-60-5
1,2-Dichloropropane
ND ug/L
1.0
1.0
1
06/10/08 03:31
78-87-5
cis-1,3-Dichloropropene
ND ug/L
1.0
1.0
1
06/10/08 03:31
10061-01-5
trans-1,3-Dichloropropene
ND ug/L
1.0
1.0
1
06/10/08 03:31
10061-02-6
Diisopropyl ether
1.7 ug/L
1.0
1.0
1
06/10/08 03:31
108-20-3
Ethylbenzene
3.0 ug/L
1.0
1.0
1
06/10/08 03:31
100-41-4
'
Methylene Chloride
ND ug/L
2.0
2.0
1
06/10/08 03:31
75-09-2
Methyl-tert-butyl ether
12.5 ug/L
1.0
1.0
1
06/10/08 03:31
1634-04-4
Naphthalene
ND ug/L
2.0
2.0
1
06/10/08 03:31
91-20-3
1,1,2,2-Tetrachloroethane
ND ug/L
1.0
1.0
1
06/10/08 03:31
79-34-5
Tetrachloroethene
ND ug/L
1.0
1.0
1
06/10/08 03:31
127-18-4
Toluene
ND ug/L
1.0
1.0
1
06/10/08 03:31
108-88-3
1,1,1-Trichloroethane
ND ug/L
1.0
1.0
1
06/10/08 03:31
71-55-6
1,1,2-Trichloroethane
ND ug/L
1.0
1.0
1
06/10/08 03:31
79-00-5
Trichloroethene
ND ug/L
1.0
1.0
1
06/10/08 03:31
79-01-6
Trichlorofluoromethane
ND ug/L
1.0
1.0
1
06/10/08 03:31
75-69-4
Vinyl chloride
3.2 ug/L
1.0
1.0
1
06/10/08 03:31
75-01-4
Xylene (Total)
3.6 ug/L
3.0
3.0
1
06/10/08 03:31
1330-20-7
m&p-Xylene
3.6 ug/L
2.0
2.0
1
06/10/08 03:31
1330-20-7
o-Xylene
ND ug/L
1.0
1.0
1
06/10/08 03:31
95-47-6
1-Chloro-3-fluorobenzene (S)
101 %
65-137
1
06/10/08 03:31
625-98-9
Date: 06/11/2008 03:35 PM REPORT OF LABORATORY ANALYSIS Page 8 of 20
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
u/�«oqo yc

aceAnalytical
www.pacelabscom
Project: GILBARCO 042-08-018
Pace Project No.: 9220958
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Sample: MW-14 Lab ID: 9220958005 Collected: 06105/08 14:10 Received: 06/06/08 13:30 Matrix: Water
Report
Parameters Results Units Limit MDL DF Prepared Analyzed CAS No. Qual
601/602 Volatiies Analytical Method: EPA601/602
Benzene
ND ug/L
1.0
1.0
1
06/10/08 04:13
71-43-2
Bromodichloromethane
ND ug/L
1.0
1.0
1
06/10/08 04:12
75-27-4
Bromoform
ND ug/L
1.0
1.0
1
06/10/08 04:12
75-25-2
Bromomethane
ND ug/L
1.0
1.0
1
06/10/08 04:12
74-83-9
Carbon tetrachloride
ND ug/L
1.0
1.0
1
06/10/08 04:12
56-23-5
Chlorobenzene
ND ug/L
1.0
1.0
1
06/10/08 04:12
108-90-7
Chloroethane
ND ug/L
1.0
1.0
1
06/10/08 04:12
75-00-3
Chloroform
ND ug/L
1.0
1.0
1
06/10/08 04:12
67-66-3
Chloromethane
ND ug/L
2.0
2.0
1
06/10/08 04:12
74-87-3
Dibromochloromethane
ND ug/L
1.0
1.0
1
06/10/08 04:12
124-48-1
1,2-Dibromoethane (EDB)
ND ug/L
1.0
1.0
1
06/10/08 04:12
106-93-4
1,2-Dichlorobenzene
ND ug/L
1.0
1.0
1
06/10/08 04:12
95-50-1
1,3-Dichlorobenzene
ND ug/L
1.0
1.0
1
06/1010804:12
541-73-1
1,4-Dichlorobenzene
ND ug/L
1.0
1.0
1
06/1010804:12
106-46-7
Dichlorodifluoromethane
ND ug/L
1.0
1.0
1
06/10/08 04:12
75-71-8
1,1-Dichloroethane
ND ug/L
1.0
1.0
1
06/1010804:12
75-34-3
1,2-Dichloroethane
ND ug/L
1.0
1.0
1
06/10/08 04:12
107-06-2
1,1-Dichloroethene
ND ug/L
1.0
1.0
1
06/10/08 04:12
75-35-4
cis-1,2-Dichloroethene
ND ug/L
1.0
1.0
1
06/10/08 04:12
156-59-2
trans-1,2-Dichloroethene
ND ug/L
1.0
1.0
1
06/10/08 04:12
156-60-5
1,2-Dichloropropane
ND ug/L
1.0
1.0
1
06/10/08 04:12
78-87-5
cis- 1,3-Dichloropropene
ND ug/L
1.0
1.0
1
06/10/08 04:12
10061-01-5
trans-1,3-Dichloropropene
ND ug/L
1.0
1.0
1
06/10/08 04:12
10061-02-6
Diisopropyl ether
ND ug/L
1.0
1.0
1
06/10/08 04:13
108-20-3
Ethylbenzene
ND ug/L
1.0
1.0
1
06/10/08 04:13
100-41-4
Methylene Chloride
ND ug/L
2.0
2.0
1
06/10/08 04:12
75-09-2
Methyl-tert-butyl ether
ND ug/L
1.0
1.0
1
06/10/08 04:13
1634-04-4
Naphthalene
ND ug/L
2.0
2.0
1
06/10/08 04:13
91-20-3
1,1,2,2-Tetrachloroethane
ND ug/L
1.0
1.0
1
06/10/08 04:12
79-34-5
Tetrachloroethene
54.0 ug/L
1.0
1.0
1
06/10/08 04:12
127-18-4
Toluene
ND ug/L
1.0
1.0
1
06/10/08 04:13
108-88-3
1, 1, 1 -Trichloroethane
ND ug/L
1.0
1.0
1
06/10/08 04:12
71-55-6
1,1,2-Trichloroethane
ND ug/L
1.0
1.0
1
06/10/08 04:12
79-00-5
Trichloroethene
ND ug/L
1.0
1.0
1
06/10/08 04:12
79-01-6
Trichlorofluoromethane
ND ug/L
1.0
1.0
1
06/10/08 04:12
75-69-4
Vinyl chloride
ND ug/L
1.0
1.0
1
06/10/08 04:12
75-01-4
Xylene (Total)
ND ug/L
3.0
3.0
1
06/10/08 04:13
1330-20-7
m&p-Xylene
ND ug/L
2.0
2.0
1
06/10/08 04:13
1330-20-7
o-Xylene
ND ug/L
1.0
1.0
1
06/10/08 04:13
95-47-6
1-Chloro-3-fluorobenzene (S)
116 %
65-137
1
06/10/08 04:12
625-98-9
Date: 06/11/2008 03:35 PM REPORT OF LABORATORY ANALYSIS Page 9 of 20
This report shall not be reproduced, except in full,
without the written consentof Pace
Analytical Services, Inc..

(��a'cmnalytical
www.pacelabs.com
Project:
Pace Project No.:
Sample: MW-23D
GILBARCO 042-08-018
9220958
Parameters
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 KinceyAve. Suite 100
Huntersville, NC 28078
[phone]
Lab ID: 9220958006 Collected: 06/05/08 11:01 Received: 06/06/08 13:30 Matrix: Water
Report
Results Units Limit MDL DF Prepared Analyzed CAS No. Qual
601/602 Volatiles Analytical Method: EPA601/602
Benzene
ND ug/L
10.0
10.0
10
06/10/08 04:55
71-43-2
Bromodichloromethane
ND ug/L
10.0
10.0
10
06/10/08 04:54
75-27-4
Bromoform
ND ug/L
10.0
10.0
10
06/10/08 04:54
75-25-2
Bromomethane
ND ug/L
10.0
10.0
10
06/10/08 04:54
74-83-9
Carbon tetrachloride
ND ug/L
10.0
10.0
10
06/10/08 04:54
56-23-5
Chlorobenzene
ND ug/L
10.0
10.0
10
06/10/08 04:54
108-90-7
Chloroethane
ND ug/L
10.0
10.0
10
06/10/08 04:54
75-00-3
Chloroform
ND ug/L
10.0
10.0
10
06/10/08 04:54
67-66-3
Chloromethane
ND ug/L
20.0
20.0
10
06/10/08 04:54
74-87-3
Dibromochloromethane
ND ug/L
10.0
10.0
10
06/10/08 04:54
124-48-1
1,2-Dibromoethane (EDB)
ND ug/L
10.0
10.0
10
06/10/08 04:54
106-93-4
1,2-Dichlorobenzene
ND ug/L
10.0
10.0
10
06/10/08 04:54
95-50-1
1,3-Dichlorobenzene
ND ug/L
10.0
10.0
10
06/10/08 04:54
541-73-1
1,4-Dichlorobenzene
ND ug/L
10.0
10.0
10
06/10/08 04:54
106-46-7
Dichlorodifluoromethane
ND ug/L
10.0
10.0
10
06/10/08 04:54
75-71-8
1,1-Dichloroethane
ND ug/L
10.0
10.0
10
06/10/08 04:54
75-34-3
1,2-Dichloroethane
ND ug/L
10.0
10.0
10
06/10/08 04:54
107-06-2
1,1-Dichloroethene
ND ug/L
10.0
10.0
10
06/10/08 04:54
75-35-4
cis-1,2-Dichloroethene
166 ug/L
10.0
10.0
10
06/10/08 04:54
156-59-2
trans-1,2-Dichloroethene
ND ug/L
10.0
10.0
10
06/10/08 04:54
156-60-5
1,2-Dichloropropane
ND ug/L
10.0
10.0
10
06/10/08 04:54
78-87-5
cis-1,3-Dichloropropene
ND ug/L
10.0
10.0
10
06/10/08 04:54
10061-01-5
trans- 1, 3-Dichloropropene
ND ug/L
10.0
10.0
10
06/10/08 04:54
10061-02-6
Diisopropyl ether
ND ug/L
10.0
10.0
10
06/10/08 04:55
108-20-3
Ethylbenzene
20.2 ug/L
10.0
10.0
10
06/10/08 04:55
100-41-4
Methylene Chloride
ND ug/L
20.0
20.0
10
06/10/08 04:54
75-09-2
Methyl-tert-butyl ether
208 ug/L
10.0
10.0
10
06/10/08 04:55
1634-04-4
Naphthalene
ND ug/L
20.0
20.0
10
06/10/08 04:55
91-20-3
1,1,2,2-Tetrachloroethane
ND ug/L
10.0
10.0
10
06/10/08 04:54
79-34-5
Tetrachloroethene
ND ug/L
10.0
10.0
10
06/10/08 04:54
127-18-4
Toluene
ND ug/L
10.0
10.0
10
06/10/08 04:55
108-88-3
1,1,1-Trichioroethane
ND ug/L
10.0
10.0
10
06/10/08 04:54
71-55-6
1,1,2-Trichloroethane
ND ug/L
10.0
10.0
10
06/10/08 04:54
79-00-5
Trichloroethene
ND ug/L
10.0
10.0
10
06/10/08 04:54
79-01-6
Trichlorofluoromethane
ND ug/L
10.0
10.0
10
06/10/08 04:54
75-69-4
Vinyl chloride
10.0
10.0
10
06/10/08 04:54
75-01-4
Xylene (Total)
ND ug/L
30.0
30.0
10
06/10/08 04:55
1330-20-7
m&p-Xylene
23.6 ug/L
20.0
20.0
10
06/10/08 04:55
1330-20-7
o-Xylene
g/L
10.0
10.0
10
06/10/08 04:55
95-47-6
1-Chloro-3-fluorobenzene (S)
98 %
65-137
10
06/10/08 04:54
625-98-9
Date: 06/11/2008 03:35 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Page 10 of 20

aceAnalytical
www.pacdabs.com
Project: GILBARCO 042-08-018
Pace Project No.: 9220958
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Sample: MW-24
Parameters
Lab ID: 9220958007
Results Units
Collected:
Report
Limit
06/05/08 15:20
MDL DF
Received: 06/06/08 13:30 Matrix: Water
Prepared Analyzed CAS No. Qual
601/602 Volatiles
Analytical Method: EPA601/602
Benzene
210 ug/L
50.0
50.0
50
06/10/08 05:36
71-43-2
Bromodichloromethane
ND ug/L
50.0
50.0
50
06/10/08 05:35
75-27-4
Bromoform
ND ug/L
50.0
50.0
50
06/10/08 05:35
75-25-2
Bromomethane
ND ug/L
50.0
50.0
50
06/10/08 05:35
74-83-9
Carbon tetrachloride
ND ug/L
50.0
50.0
50
06/10/08 05:35
56-23-5
Chlorobenzene
ND ug/L
50.0
50.0
50
06/10/08 05:35
108-90-7
Chloroethane
ND ug/L
50.0
50.0
50
06/10/08 05:35
75-00-3
Chloroform
ND ug/L
50.0
50.0
50
06/10/08 05:35
67-66-3
Chloromethane
ND ug/L
100
100
50
06/10/08 05:35
74-87-3
Dibromochloromethane
ND ug/L
50.0
50.0
50
06/10/08 05:35
124-48-1
1,2-Dibromoethane (EDB)
ND ug/L
50.0
50.0
50
06/10/08 05:35
106-93-4
1,2-Dichlorobenzene
ND ug/L
50.0
50.0
50
06/10/08 05:35
95-50-1
1,3-Dichlorobenzene
ND ug/L
50.0
50.0
50
06/10/08 05:35
541-73-1
1,4-Dichlorobenzene
ND ug/L
50.0
50.0
50
06/10/08 05:35
106-46-7
Dichlorodifluoromethane
ND ug/L
50.0
50.0
50
06/10/08 05:35
75-71-8
1,1-Dichloroethane
ND ug/L
50.0
50.0
50
06/10/08 05:35
75-34-3
1,2-Dichloroethane
ND ug/L
50.0
50.0
50
06/10/08 05:35
107-06-2
1,1-Dichloroethene
ND ug/L
50.0
50.0
50
06/10/08 05:35
75-35-4
cis-1,2-Dichloroethene
545 ug/L
50.0
50.0
50
06/10/08 05:35
156-59-2
trans-1 2-Dichloroethene
ND ug/L
50.0
50.0
50
06/10/08 05:35
156-60-5
1,2-Dichloropropane
ND ug/L
50.0
50.0
50
06/10/08 05:35
78-87-5
cis- 1,3-Dichloropropene
ND ug/L
50.0
50.0
50
06/10/08 05:35
10061-01-5
trans-1,3-Dichloropropene
ND ug/L
50.0
50.0
50
06/10/08 05:35
10061-02-6
Diisopropyl ether
140 ug/L
50.0
50.0
50
06/10/08 05:36
108-20-3
Ethylbenzene
ND ug/L
50.0
50.0
50
06/10/08 05:36
100-41-4
Methylene Chloride
ND ug/L
100
100
50
06/10/08 05:35
75-09-2
Methyl-tert-butyl ether
55.1 ug/L
50.0
50.0
50
06/10/08 05:36
1634-04-4
Naphthalene
ND ug/L
100
100
50
06/10/08 05:36
91-20-3
1,1,2,2-Tetrachloroethane
ND ug/L
50.0
50.0
50
06/10/08 05:35
79-34-5
Tetrachloroethene
1840 ug/L
50.0
50.0
50
06/10/08 05:35
127-18-4
Toluene
ND ug/L
50.0
50.0
50
06/10/08 05:36
108-88-3
1,1,1-Trichloroethane
ND ug/L
50.0
50.0
50
06/10/08 05:35
71-55-6
1,1,2-Trichloroethane
ND ug/L
50.0
50.0
50
06/10/08 05:35
79-00-5
Trchloroethene
ND ug/L
50.0
50.0
50
06/10/08 05:35
79-01-6
Trichlorofluoromethane
ND ug/L
50.0
50.0
50
06/10/08 05:35
75-69-4
Vinyl chloride
ND ug/L
50.0
50.0
50
06/10/08 05:35
75-01-4
Xylene (Total)
ND ug/L
150
150
50
06/10/08 05:36
1330-20-7
m&p-Xylene
ND ug/L
100
100
50
06/10/08 05:36
1330-20-7
o-Xylene
ND ug/L
50.0
50.0
50
06/10/08 05:36
95-47-6
1-Chloro-3-fluorobenzene (S)
124 %
65-137
50
06/10/08 05:35
625-98-9
Date: 06/11/2008 03:35 PM REPORT OF LABORATORY ANALYSIS Page 11 of 20
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..

(�IacleAnalytical
www.pace/abscom
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Project: GILBARCO 042-08-018
Pace Project No.: 9220958
Sample: MW-25 Lab ID: 9220958008 Collected: 06/05/08 14:43 Received: 06/06/08 13:30 Matrix: Water
Report
Parameters Results L.r.•r.s Limit MDL DF Prepared Analyzed CAS No. Qual
601/602 Volatiles
Analytical Method: EPA601/602
Benzene
ND ug/L
1.0
1.0
1
06/10/08 06:17
71-43-2
Bromodichloromethane
ND ug/L
1.0
1.0
1
06/10/08 06:17
75-27-4
Bromoform
ND ug/L
1.0
1.0
1
06/10/08 06:17
75-25-2
Bromomethane
ND ug/L
1.0
1.0
1
06/10/08 06:17
74-83-9
Carbon tetrachloride
ND ug/L
1.0
1.0
1
06/10/08 06:17
56-23-5
Chlorobenzene
ND ug/L
1.0
1.0
1
06/10/08 06:17
108-90-7
Chloroethane
ND ug/L
1.0
1.0
1
06/10/08 06:17
75-00-3
Chloroform
ND ug/L
1.0
1.0
1
06/10/08 06:17
67-66-3
Chloromethane
ND ug/L
2.0
2.0
1
06/10/08 06:17
74-87-3
Dibromochloromethane
ND ug/L
1.0
1.0
1
06/10/08 06:17
124-48-1
1,2-Dibromoethane (EDB)
ND ug/L
1.0
1.0
1
06/10/08 06:17
106-93-4
1,2-Dichlorobenzene
ND ug/L
1.0
1.0
1
06/10/08 06:17
95-50-1
1,3-Dichlorobenzene
ND ug/L
1.0
1.0
1
06/10/08 06:17
541-73-1
1,4-Dichlorobenzene
ND ug/L
1.0
1.0
1
06/10/08 06:17
106-46-7
Dichlorodifluoromethane
ND ug/L
1.0
1.0
1
06/10/08 06:17
75-71-8
1,1-Dichloroethane
ND ug/L
1.0
1.0
1
06/10/08 06:17
75-34-3
1,2-Dichloroethane
ND ug/L
1.0
1.0
1
06/10/08 06:17
107-06-2
1,1-Dichloroethene
ND ug/L
1.0
1.0
1
06/10/08 06:17
75-35-4
cis- 1,2-Dichloroethene
23.5 ug/L
1.0
1.0
1
06/10/08 06:17
156-59-2
trans- 1,2-Dichloroethene
ND ug/L
1.0
1.0
1
06/10/08 06:17
156-60-5
1,2-Dichloropropane
ND ug/L
1.0
1.0
1
06/10/08 06:17
78-87-5
cis-1,3-Dichloropropene
ND ug/L
1.0
1.0
1
06/10/08 06:17
10061-01-5
trans- 1, 3-Dichloropropene
ND ug/L
1.0
1.0
1
06/10/08 06:17
10061-02-6
Diisopropyl ether
4.2 ug/L
1.0
1.0
1
06/10/08 06:17
108-20-3
Ethylbenzene
1.3 ug/L
1.0
1.0
1
06/10/08 06:17
100-41-4
'
Methylene Chloride
ND ug/L
2.0
2.0
1
06/10/08 06:17
75-09-2
Methyl-tert-butyl ether
2.2 ug/L
1.0
1.0
1
06/10/08 06:17
1634-04-4
Naphthalene
ND ug/L
2.0
2.0
1
06/10/08 06:17
91-20-3
1,1,2,2-Tetrachloroethane
ND ug/L
1.0
1.0
1
06/10/08 06:17
79-34-5
Tetrachloroethene
11.7 ug/L
1.0
1.0
1
06/10/08 06:17
127-18-4
Toluene
ND ug/L
1.0
1.0
1
06/10/08 06:17
108-88-3
1,1,1-Trichloroethane
ND ug/L
1.0
1.0
1
06/10/08 06:17
71-55-6
1,1,2-Trichloroethane
ND ug/L
1.0
1.0
1
06/10/08 06:17
79-00-5
Trichloroethene
3.2 ug/L
1.0
1.0
1
06/10/08 06:17
79-01-6
Trichlorofluoromethane
ND ug/L
1.0
1.0
1
06/10/08 06:17
75-69-4
Vinyl chloride
ND ug/L
1.0
1.0
1
06/10/08 06:17
75-01-4
Xylene (Total)
ND ug/L
3.0
3.0
1
06/10/08 06:17
1330-20-7
m&p-Xylene
ND ug/L
2.0
2.0
1
06/10/08 06:17
1330-20-7
o-Xylene
ND ug/L
1.0
1.0
1
06/10/08 06:17
95-47-6
1-Chloro-3-fluorobenzene (S)
101 %
65-137
1
06/10/08 06:17
625-98-9
Date: 06/11/2008 03:35 PM REPORT OF LABORATORY ANALYSIS Page 12 of 20
This report shall not be reproduced, except in full,
without the written consent of Pace
Analytical Services, Inc..

(�IaneAnalytical
.pacelabs.com
Project:
Pace Project No.
Sample: MW-42
GILBARCO 042-08-018
9220958
Parameters
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 KinceyAve. Suite 100
Huntersville, NC 28078
[phone]
Lab ID: 9220958009 Collected: 06/05/08 16:25 Received: 06/06/08 13:30 Matrix: Water
Report
Results Units Limit MDL DF Prepared Analyzed CAS No. Qual
601/602 Volatiles Analytical Method: EPA601/602
Benzene
ND ug/L
1.0
1.0
1
06/10/08 06:59
71-43-2
Bromodichloromethane
ND ug/L
1.0
1.0
1
06/10/08 06:58
75-27-4
Bromoform
ND ug/L
1.0
1.0
1
06/10/08 06:58
75-25-2
Bromomethane
ND ug/L
1.0
1.0
1
06/10/08 06:58
74-83-9
Carbon tetrachloride
ND ug/L
1.0
1.0
1
06/10/08 06:58
56-23-5
Chlorobenzene
ND ug/L
1.0
1.0
1
06/10/08 06:58
108-90-7
Chloroethane
ND ug/L
1.0
1.0
1
06/10/08 06:58
75-00-3
Chloroform
ND ug/L
1.0
1.0
1
06/10/08 06:58
67-66-3
Chloromethane
ND ug/L
2.0
2.0
1
06/10/08 06:58
74-87-3
Dibromochloromethane
ND ug/L
1.0
1.0
1
06/10/08 06:58
124-48-1
1,2-Dibromoethane (EDB)
ND ug/L
1.0
1.0
1
06/10/08 06:58
106-93-4
1,2-Dichlorobenzene
ND ug/L
1.0
1.0
1
06/10/08 06:58
95-50-1
1,3-Dichlorobenzene
ND ug/L
1.0
1.0
1
06/10/08 06:58
541-73-1
1,4-Dichlorobenzene
ND ug/L
1.0
1.0
1
06/10/08 06:58
106-46-7
Dichlorodifluoromethane
ND ug/L
1.0
1.0
1
06/10/08 06:58
75-71-8
1,1-Dichloroethane
ND ug/L
1.0
1.0
1
06/10/08 06:58
75-34-3
1,2-Dichloroethane
ND ug/L
1.0
1.0
1
06/10/08 06:58
107-06-2
1,1-Dichloroethene
ND ug/L
1.0
1.0
1
06/10/08 06:58
75-35-4
cis-1,2-Dichloroethene
ND ug/L
1.0
1.0
1
06/10/08 06:58
156-59-2
trans- l,2-Dichloroethene
ND ug/L
1.0
1.0
1
06/10/08 06:58
156-60-5
1,2-Dichloropropane
ND ug/L
1.0
1.0
1
06/10/08 06:58
78-87-5
cis-1,3-Dichloropropene
ND ug/L
1.0
1.0
1
06/10/08 06:58
10061-01-5
trans-1,3-Dichloropropene
ND ug/L
1.0
1.0
1
06/10/08 06:58
10061-02-6
Diisopropyl ether
ND ug/L
1.0
1.0
1
06/10/08 06:59
108-20-3
Ethylbenzene
ND ug/L
1.0
1.0
1
06/10/08 06:59
100-41-4
Methylene Chloride
ND ug/L
2.0
2.0
1
06/10/08 06:58
75-09-2
Methyl-tert-butyl ether
ND ug/L
1.0
1.0
1
06/10/08 06:59
1634-04-4
Naphthalene
ND ug/L
2.0
2.0
1
06/10/08 06:59
91-20-3
1,1,2,2-Tetrachloroethane
ND ug/L
1.0
1.0
1
06/1010806:58
79-34-5
Tetrachloroethene
5.3 ug/L
1.0
1.0
1
06/10/08 06:58
127-18-4
Toluene
ND ug/L
1.0
1.0
1
06/10/08 06:59
108-88-3
1,1,1-Trichloroethane
ND ug/L
1.0
1.0
1
06/10/08 06:58
71-55-6
1,1,2-Trichloroethane
ND ug/L
1.0
1.0
1
06/10/08 06:58
79-00-5
Trichloroethene
ND ug/L
1.0
1.0
1
06/10/08 06:58
79-01-6
Trichlorofluoromethane
ND ug/L
1.0
1.0
1
06/10/08 06:58
75-69-4
Vinyl chloride
ND ug/L
1.0
1.0
1
06/10/08 06:58
75-01-4
Xylene (Total)
ND ug/L
3.0
3.0
1
06/10/08 06:59
1330-20-7
m&p-Xylene
ND ug/L
2.0
2.0
1
06/10/08 06:59
1330-20-7
o-Xylene
ND ug/L
1.0
1.0
1
06/10/08 06:59
95-47-6
1-Chloro-3-fluorobenzene (S)
110 %
65-137
1
06/10/08 06:58
625-98-9
Date: 06/11/2008 03:35 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Page 13 of 20

aceAnalytical
www.pacelabs.com
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Project: GILBARCO 042-08-018
Pace Project No.: 9220958
Sample: MW-45 Lab ID: 9220958010 Collected: 06/05/08 16:40 Received: 06/06/08 13:30 Matrix: Water
Report
Parameters Results Units Limit MDL DF Prepared Analyzed CAS No. Qua[
601/602 Volatiles Analytical Method: EPA601/602
Benzene
ND ug/L
1.0
1.0
1
06/10/08 07:40
71-43-2
Bromodichloromethane
ND ug/L
1.0
1.0
1
06/10/08 07:39
75-27-4
Bromoform
ND ug/L
1.0
1.0
1
06/10/08 07:39
75-25-2
Bromomethane
ND ug/L
1.0
1.0
1
06/10/08 07:39
74-83-9
Carbon tetrachloride
ND ug/L
1.0
1.0
1
06/10/08 07:39
56-23-5
Chlorobenzene
ND ug/L
1.0
1.0
1
06/10/08 07:39
108-90-7
Chloroethane
ND ug/L
1.0
1.0
1
06/10/08 07:39
75-00-3
Chloroform
ND ug/L
1.0
1.0
1
06/10/08 07:39
67-66-3
Chloromethane
ND ug/L
2.0
2.0
1
06/10/08 07:39
74-87-3
Dibromochloromethane
ND ug/L
1.0
1.0
1
06/10/08 07:39
124-48-1
1,2-Dibromoethane (EDB)
ND ug/L
1.0
1.0
1
06/10/08 07:39
106-93-4
1,2-Dichlorobenzene
ND ug/L
1.0
1.0
1
06/10/08 07:39
95-50-1
1,3-Dichlorobenzene
ND ug/L
1.0
1.0
1
06/10/08 07:39
541-73-1
1,4-Dichlorobenzene
ND ug/L
1.0
1.0
1
06/10/08 07:39
106-46-7
Dichlorodifluoromethane
ND ug/L
1.0
1.0
1
06/10/08 07:39
75-71-8
1,1-Dichloroethane
ND ug/L
1.0
1.0
1
06/10/08 07:39
75-34-3
1,2-Dichloroethane
ND ug/L
1.0
1.0
1
06/10/08 07:39
107-06-2
1,1-Dichloroethene
ND ug/L
1.0
1.0
1
06/10/08 07:39
75-35-4
cis-1,2-Dichloroethene
ND ug/L
1.0
1.0
1
06/10/08 07:39
156-59-2
trans-1,2-Dichloroethene
ND ug/L
1.0
1.0
1
06/10/08 07:39
156-60-5
1,2-Dichloropropane
ND ug/L
1.0
1.0
1
06/10/08 07:39
78-87-5
cis- 1,3-Dichloropropene
ND ug/L
1.0
1.0
1
06/10/08 07:39
10061-01-5
trans- l,3-Dichloropropene
ND ug/L
1.0
1.0
1
06/10/08 07:39
10061-02-6
Diisopropyl ether
ND ug/L
1.0
1.0
1
06/10/08 07:40
108-20-3
Ethylbenzene
ND ug/L
1.0
1.0
1
06/10/08 07:40
100-41-4
Methylene Chloride
ND ug/L
2.0
2.0
1
06/10/08 07:39
75-09-2
Methyl-tert-butyl ether
ND ug/L
1.0
1.0
1
06/10/08 07:40
1634-04-4
Naphthalene
ND ug/L
2.0
2.0
1
06/10/08 07:40
91-20-3
1,1,2,2-Tetrachloroethane
ND ug/L
1.0
1.0
1
06/10/08 07:39
79-34-5
Tetrachloroethene
1.2 ug/L
1.0
1.0
1
06/10/08 07:39
127-18-4
Toluene
ND ug/L
1.0
1.0
1
06/10/08 07:40
108-88-3
1,1,1-Trichloroethane
ND ug/L
1.0
1.0
1
06/10/08 07:39
71-55-6
1,1,2-Trichloroethane
ND ug/L
1.0
1.0
1
06/10/08 07:39
79-00-5
Trichloroethene
ND ug/L
1.0
1.0
1
06/10/08 07:39
79-01-6
Trichlorofluoromethane
ND ug/L
1.0
1.0
1
06/10/08 07:39
75-69-4
Vinyl chloride
ND ug/L
1.0
1.0
1
06/10/08 07:39
75-01-4
Xylene (Total)
ND ug/L
3.0
3.0
1
06/10/08 07:40
1330-20-7
m&p-Xylene
ND ug/L
2.0
2.0
1
06/10/08 07:40
1330-20-7
o-Xylene
ND ug/L
1.0
1.0
1
06/10/08 07:40
95-47-6
1-Chloro-3-fluorobenzene (S)
110 %
65-137
1
06/10/08 07:39
625-98-9
Date: 06/11/2008 03:35 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc -
Page 14 of 20

® Pace Analytical Services, Inc.
laneMalXical 2225 Riverside Dr.
wwwpacelabs cam Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Project: GILBARCO 042-08-018
Pace Project No.: 9220958
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersviile, NC 28078
[phone]
QC Batch: GCV/2145 Analysis Method: EPA601/602
QC Batch Method: EPA601/602 Analysis Description: 601/602 GCV Water
Associated Lab Samples: 9220958001, 9220958002, 9220958003, 9220958004, 9220958005, 9220958006, 9220958007, 9220958008,
9220958009,9220958010
METHOD BLANK: 125583
Associated Lab Samples:
9220958001, 9220958002, 9220958003, 9220958004, 9220958005,
9220958006, 9220958007, 9220958008,
9220958009,9220958010
Blank Reporting
Parameter
Units
Result Limit
Qualifiers
1,1,1-Tdchloroethane
ug/L
ND
1.0
1,1,2,2-Tetrachloroethane
ug/L
ND
1.0
1,1,2-Trichloroethane
ug/L
ND
1.0
1,1-Dichloroethane
ug/L
ND
1.0
1,1-Dichloroethene
ug/L
ND
1.0
1,2-Dibromoethane (EDB)
ug/L
ND
1.0
1,2-Dichlorobenzene
ug/L
ND
1.0
1,2-Dichloroethane
ug/L
ND
1.0
1,2-Dichloropropane
ug/L
ND
1.0
1,3-Dichlorobenzene
ug/L
ND
1.0
1,4-Dichlorobenzene
ug/L
ND
1.0
Benzene
ug/L
ND
1.0
Bromodichloromethane
ug/L
ND
1.0
Bromoform
ug/L
ND
1.0
Bromomethane
ug/L
ND
1.0
Carbon tetrachloride
ug/L
ND
1.0
Chlorobenzene
ug/L
ND
1.0
Chloroethane
ug/L
ND
1.0
Chloroform
ug/L
ND
1.0
Chloromethane
ug/L
ND
2.0
cis-1,2-Dichloroethene
ug/L
ND
1.0
cis-1,3-Dichloropropene
ug/L
ND
1.0
Dibromochloromethane
ug/L
ND
1.0
Dichlorodifluoromethane
ug/L
ND
1.0
Diisopropyl ether
ug/L
ND
1.0
Ethylbenzene
ug/L
ND
1.0
m&p-Xylene
ug/L
ND
2.0
Methyl-tert-butyl ether
ug/L
ND
1.0
Methylene Chloride
ug/L
ND
2.0
Naphthalene
ug/L
ND
2.0
o-Xylene
ug/L
ND
1.0
Tetrachloroethene
ug/L
ND
1.0
Toluene
ug/L
ND
1.0
trans-1,2-Dichloroethene
ug/L
ND
1.0
trans-1,3-Dichloropropene
ug/L
ND
1.0
Trichloroethene
ug/L
ND
1.0
Trichlorofluoromethane
ug/L
ND
1.0
Vinyl chloride
ug/L
ND
1.0
Xylene (Total)
ug/L
ND
3.0
1-Chloro-3-fluorobenzene (S) %
104 65-137
Date: 06/11/2008 03:35 PM REPORT OF LABORATORY ANALYSIS
This report shall not be reprad.:ced, except in full,
without the written consent of Pace Analytical Services, Inc..
`,nela ,=
Page 15 of 20

® Pace
Analytical Services,
PaceAnalytical
Inc.
eMalytical 25 Riverside Dr. 9800 KiceyAvervSuite 100
www.pecalabscom Asheville, NC 28804 Huntersville, NC 28078ac
[phone] [phone]
QUALITY CONTROL DATA
Project: GILBARCO 042-08-018
Pace Project No.: 9220958
LABORATORY CONTROL SAMPLE:
125584
Spike
LCS
LCS
% Rec
Parameter
Units
Conc.
Result
% Rec
Limits
Qualifiers
1,1,1-Trichloroethane
ug/L
20
22.5
112
41-138
1,1,2,2-Tetrachloroethane
ug/L
20
21.1
105
8-184
1,12-Trichloroethane
ug/L
20
21.5
107
39-136
1,1-Dichloroethane
ug/L
20
23.3
117
47-132
1,1-Dichloroethene
ug/L
20
22.8
114
28-167
1,2-Dibromoethane (EDB)
ug/L
20
21.3
107
50-150
1,2-Dichlorobenzene
ug/L
20
22.0
110
1-208
1,2-Dichloroethane
ug/L
20
22.8
114
51-147
1,2-Dichloropropane
ug/L
20
23.6
118
44-156
1,3-Dichlorobenzene
ug/L
20
19.6
98
7-187
1,4-Dichlorobenzene
ug/L
20
22.0
110
42-143
Benzene
ug/L
20
22.0
110
39-150
Bromodichloromethane
ug/L
20
22.8
114
42-172
Bromoform
ug/L
20
19.9
99
13-159
Bromomethane
ug/L
20
21.2
106
1-144
Carbon tetrachloride
ug/L
20
23.6
118
43-143
Chlorobenzene
ug/L
20
21.6
108
38-150
Chloroethane
ug/L
20
19.1
95
46-137
Chloroform
ug/L
20
22.7
114
49-133
Chloromethane
ug/L
20
19.9
99
1-193
cis-1,2-Dichloroethene
ug/L
20
21.0
105
38-155
cis-1,3-Dichloropropene
ug/L
20
21.1
105
22-178
Dibromochloromethane
ug/L
20
21.5
107
24-191
Dichlorodif ioromethane
ug/L
20
22.2
111
48-157
Diisopropyl ether
ug/L
20
20.2
101
89-108
Ethylbenzene
ug/L
20
21.5
108
32-160
m&p-Xylene
ug/L
40
42.2
105
82-115
Methyl-tert-butyl ether
ug/L
20
19.0
95
88-110
Methylene Chloride
ug/L
20
24.6
123
25-162
Naphthalene
ug/L
20
20.2
101
50-150
o-Xylene
ug/L
20
21.2
106
91-110
Tetrachloroethene
ug/L
20
19.2
96
26-162
Toluene
ug/L
20
21.6
108
46-148
trans-1,2-Dichloroethene
ug/L
20
21.5
108
38-155
trans-1,3-Dichloropropene
ug/L
20
22.3
112
22-178
Trichloroethene
ug/L
20
22.8
114
35-146
Trichlorofluoromethane
ug/L
20
24.7
123
21-156
Vinyl chloride
ug/L
20
18.7
93
28-163
Xylene (Total)
ug/L
60
63.4
106
50-150
1-Chloro-3-fluorobenzene (S)
%
98
65-137
MATRIX SPIKE SAMPLE:
125585
9220458005 Spike
MS
MS
% Rec
Parameter
Units
Result
Conc.
Result
% Rec
Limits Qualifiers
1,1,1-Trichloroethane
ug/L
ND 20
19.5
97
41-138
1,1,2,2-Tetrachloroethane
ug/L
ND 20
19.3
96
8-184
1,1,2-Trichloroethane
ug/L
ND 20
19.8
99
39-136
Date: 06/11/2008 03:35 PM
REPORT OF LABORATORY
ANALYSIS
Page 16 of 20
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc
ui 1 1

a Pace Analytical Services, Inc. Pace Analytical Services, Inc.
aceMalXical 2225 Riverside Dr. 9800 Kincey Ave. Suite 100
www.pacelabs.com Asheville, NC 28804 Huntersville, NC 28078
[phone] [phone]
QUALITY CONTROL DATA
Project: GILBARCO 042-08-018
Pace Project No.: 9220958
MATRIX SPIKE SAMPLE:
125585
9220458005
Spike
MS
MS
% Rec
Parameter
Units
Result
Conc.
Result
% Rec
Limits Qualifiers
1,1-Dichloroethane
ug/L
ND
20
20.4
102
47-132
1,1-Dichloroethene
ug/L
ND
20
18.6
93
28-167
1,2-Dibromoethane (EDB)
ug/L
ND
20
20.2
101
50-150
1,2-Dichlorobenzene
ug/L
ND
20
20.7
103
1-208
1,2-Dichloroethane
ug/L
ND
20
19.4
97
51-147
1,2-Dichloropropane
ug/L
ND
20
19.3
96
44-156
1,3-Dichlorobenzene
ug/L
ND
20
17.4
87
7-187
1,4-Dichlorobenzene
ug/L
ND
20
20.4
102
42-143
Benzene
ug/L
ND
20
22.0
110
39-150
Bromodichloromethane
ug/L
ND
20
18.7
94
42-172
Bromoform
ug/L
ND
20
19.2
96
13-159
Bromomethane
ug/L
ND
20
15.3
77
1-144
Carbon tetrachloride
ug/L
ND
20
20.9
104
43-143
Chlorobenzene
ug/L
ND
20
20.0
100
38-150
Chloroethane
ug/L
ND
20
17.2
86
46-137
Chloroform
ug/L
ND
20
20.1
101
49-133
Chloromethane
ug/L
ND
20
13.1
66
1-193
cis- 1,2-Dichloroethene
ug/L
ND
20
19.0
95
38-155
cis-1,3-Dichloropropene
ug/L
ND
20
17.8
89
22-178
Dibromochloromethane
ug/L
ND
20
20.1
100
24-191
Dichlorodifluoromethane
ug/L
ND
20
17.2
86
48-157
Diisopropyl ether
ug/L
ND
20
21.1
105
89-108
Ethylbenzene
ug/L
ND
20
20.9
104
32-160
m&p-Xylene
ug/L
ND
40
41.7
104
82-115
Methyl-tert-butyl ether
ug/L
ND
20
20.2
101
88-110
Methylene Chloride
ug/L
ND
20
19.7
99
25-162
Naphthalene
ug/L
ND
20
19.4
97
50-150
o-Xylene
ug/L
ND
20
21.2
106
91-110
Tetrachloroethene
ug/L
ND
20
17.2
86
26-162
Toluene
ug/L
ND
20
21.5
108
46-148
trans-1,2-Dichloroethene
ug/L
ND
20
17.0
85
38-155
trans-1,3-Dichloropropene
ug/L
ND
20
19.9
100
22-178
Trichloroethene
ug/L
ND
20
18.6
93
35-146
Trichlorofluoromethane
ug/L
ND
20
19.0
95
21-156
Vinyl chloride
ug/L
ND
20
18.3
91
28-163
1-Chloro-3-fluorobenzene (S)
%
91
65-137
MATRIX SPIKE SAMPLE:
125594
9220602005
Spike
MS
MS
% Rec
Parameter
Units
Result
Conc.
Result
% Rec
Limits Qualifiers
1,1,1-Trichloroethane
ug/L
ND
20
21.7
109
41-138
1,1,2,2-Tetrachloroethane
ug/L
ND
20
20.4
102
8-184
1,1,2-Trichloroethane
ug/L
ND
20
21.6
108
39-136
1,1-Dichloroethane
ug/L
ND
20
22.5
113
47-132
1,1-Dichloroethene
ug/L
ND
20
21.0
105
28-167
1,2-Dibromoethane (EDB)
ug/L
ND
20
22.2
111
50-150
1,2-Dichlorobenzene
ug/L
ND
20
21.3
106
1-208
Date: 06/11/2008 03:35 PM
REPORT OF LABORATORY ANALYSIS
Page 17 of 20
This report shall not be reproduced, except in full,
without the written consent of
Pace Analytical
Services, Inc..
i�eh&.

e Pace Analytical Services, Inc.
(�IacieMalyfical 2225 Riverside Dr.
www.pacWabscom Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Project: GILBARCO 042-08-018
Pace Project No.: 9220958
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
MATRIX SPIKE SAMPLE:
Parameter
125594
Units
9220602005
Result
Spike
Conc.
MS
Result
MS
% Rec
% Rec
Limits Qualifiers
1,2-Dichloroethane
ug/L
ND
20
21.6
108
51-147
1,2-Dichloropropane
ug/L
ND
20
22.0
110
44-156
1,3-Dichlorobenzene
ug/L
ND
20
18.9
94
7-187
1,4-Dichlorobenzene
ug/L
ND
20
21.6
108
42-143
Benzene
ug/L
ND
20
22.1
110
39-150
Bromodichloromethane
ug/L
ND
20
22.0
110
42-172
Bromoform
ug/L
ND
20
21.0
105
13-159
Bromomethane
ug/L
ND
20
19.0
95
1-144
Carbon tetrachloride
ug/L
ND
20
23.3
117
43-143
Chlorobenzene
ug/L
ND
20
21.9
110
38-150
Chloroethane
ug/L
ND
20
19.1
95
46-137
Chloroform
ug/L
ND
20
22.4
112
49-133
Chloromethane
ug/L
ND
20
17.2
86
1-193
cis-1,2-Dichloroethene
ug/L
ND
20
20.3
101
38-155
cis-1,3-Dichloropropene
ug/L
ND
20
19.4
97
22-178
Dibromochloromethane
ug/L
ND
20
21.9
109
24-191
Dichlorodifluoromethane
ug/L
ND
20
19.0
95
48-157
Diisopropyl ether
ug/L
ND
20
20.1
100
89-108
Ethylbenzene
ug/L
ND
20
20.6
103
32-160
m&p-Xylene
ug/L
ND
40
41.4
103
82-115
Methyl-tert-butyl ether
ug/L
ND
20
19.0
95
88-110
Methylene Chloride
ug/L
ND
20
22.2
111
25-162
Naphthalene
ug/L
ND
20
18.0
90
50-150
o-Xylene
ug/L
ND
20
20.4
102
91-110
Tetrachloroethene
ug/L
ND
20
18.9
95
26-162
Toluene
ug/L
ND
20
21.5
108
46-148
trans-1,2-Dichloroethene
ug/L
ND
20
19.5
97
38-155
trans-1,3-Dichloropropene
ug/L
ND
20
21.5
108
22-178
Trichloroethene
ug/L
ND
20
21.4
107
35-146
Trichlorofluoromethane
ug/L
ND
20
20.7
103
21-156
Vinyl chloride
ug/L
ND
20
18.4
92
28-163
1-Chloro-3-fluorobenzene (S)
%
99
65-137
SAMPLE DUPLICATE: 125593
Parameter
9220602002 Dup
Units Result Result RPD
Max
RPD Qualifiers
1,1,1-Tdchloroethane
ug/L
ND ND
0 30
1,1,2,2-Tetrachloroethane
ug/L
ND ND
0 30
1,1,2-Trichloroethane
ug/L
ND ND
0 30
1,1-Dichloroethane
ug/L
ND ND
0 30
1,1-Dichloroethene
ug/L
ND ND
0 30
1,2-Dibromoethane (EDB)
ug/L
ND ND
0 30
1,2-Dichlorobenzene
ug/L
ND ND
0 30
1,2-Dichloroethane
ug/L
ND ND
0 30
1,2-Dichloropropane
ug/L
ND ND
0 30
1,3-Dichlorobenzene
ug/L
ND ND
0 30
1,4-Dichlorobenzene
ug/L
ND ND
0 30
Date: 06/11/2008 03:35 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Page 18 of 20

aceAnalytical
MWpacelabs.com
Project: GILBARCO 042-08-018
Pace Project No.: 9220958
SAMPLE DUPLICATE: 125593
Parameter
Units
Benzene
ug/L
Bromodichloromethane
ug/L
Bromoform
ug/L
Bromomethane
ug/L
Carbon tetrachloride
ug/L
Chlorobenzene
ug/L
Chloroethane
ug/L
Chloroform
ug/L
Chloromethane
ug/L
cis-1,2-Dichloroethene
ug/L
cis- 1,3-Dichloropropene
ug/L
Dibromochloromethane
ug/L
Dichlorodifluoromethane
ug/L
Diisopropyl ether
ug/L
Ethylbenzene
ug/L
m&p-Xylene
ug/L
Methyl-tert-butyl ether
ug/L
Methylene Chloride
ug/L
Naphthalene
ug/L
o-Xylene
ug/L
Tetrachloroethene
ug/L
Toluene
ug/L
trans-1,2-Dichloroethene
ug/L
trans-1,3-Dichloropropene
ug/L
Trichloroethene
ug/L
Trichlorofluoromethane
ug/L
Vinyl chloride
ug/L
Xylene (Total)
ug/L
1-Chloro-3-fluorobenzene (S)
%
Date: 06/11/2008 03:35 PM
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
9220602002
Result
Dup
Result
RPD
Max
RPD
ND
ND
0
30
ND
ND
0
30
ND
ND
0
30
ND
ND
0
30
ND
ND
0
30
ND
ND
0
30
ND
ND
0
30
ND
ND
0
30
ND
ND
0
30
ND
ND
0
30
ND
ND
0
30
ND
ND
0
30
ND
ND
0
30
ND
ND
0
30
1170
1140
2
30
15200
15100
.4
30
ND
ND
0
30
ND
ND
0
30
ND
ND
0
30
13500
13500
.04
30
ND
ND
0
30
2200
2160
2
30
ND
ND
0
30
ND
ND
0
30
ND
ND
0
30
ND
ND
0
30
ND
ND
0
30
28700
28600
.2
30
92
107
15
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, inc..
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Qualifiers
Page 19 of 20

aceAnalytical
www.pacelabs.com
QUALIFIERS
Project: GILBARCO 042-08-018
Pace Project No.: 9220958
DEFINITIONS
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
DF - Dilution Factor, if reported, represents the factor applied to the reported data due to changes in sample preparation, dilution of
the sample aliquot, or moisture content.
ND - Not Detected at or above adjusted reporting limit.
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL -Adjusted Method Detection Limit.
S - Surrogate
1,2-Diphenylhydrazine (8270 listed analyte) decomposes to Azobenzene.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values.
LCS(D) - Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate)
DUP - Sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable.
Pace Analytical is NELAP accredited. Contact your Pace PM for the current list of accredited analytes.
[phone]
Date: 06/11/2008 03:35 PM REPORT OF LABORATORY ANALYSIS Page 20 of 20
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
'0
`nlekdli

;aceMalyfical'
nnarsa�lah�_eaar
CHAIN -OF -CUSTODY / Analytical Request Document
The Chalet -of -Custody is a LEGAL DOCUMENT. All relevant fields must be completed accurately.
Section A Section B Section C
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Company: ��� Report To: Attention:
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APPENDIX B

25,000
20,000
c 15,000
� 10,000
5,000
TOTAL VOLATILE ORGANIC COMPOUNDS
VERSUS TIME IN MW-7
--I- ✓�` ✓�` ✓� ✓�, ✓�` ✓�, �� ✓�` ✓� fro. ✓�, .rho, ✓� fro fro ''�o ''�o 'r�o 'r�o
90 9r 9? 9� �Sr 9,r $ 9� 9� 4� or op 'o? '07 W.r s )9.> Op
Date

0
0
0
m
o'
0
H
v
25
20
15
10
0
TOTAL VOLATI LE ORGANIC COMPOUNDS
VERSUS TIME IN MW-11
Date

180
160
140 J
120
60
40
20
0
TOTAL VOLATILE ORGANIC COMPOUNDS
VERSUS TIME IN MW-13
✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓
$o$ $oaf �°,92 #09,? 0,9v �,9�, O'0.96 � 0,9OP o,� � Loaf �0'� $,a& w00,Or po0> �rOp w0,6
Date

70
60
50
n
0
40
0
m
0
y
30
t�
20
10
0
TOTAL VOLATILE ORGANIC COMPOUNDS
VERSUS TIME IN MW-13D
T
Iq
Date
f�
01,

2,000
1,800
1,600
1,400
to 800
v
600
400
200
TOTAL VOLATILE ORGANIC COMPOUNDS
VERSUS TIME IN MW-14
sb 9v '%? 9& $ 9s $ 4� mod' lb ow °� �'.,* ow %°s qs °� °�
Date

800
700
600
n 500
0
0
eo
0
0
400
0
y
200
100
0
TOTAL VOLATILE ORGANIC COMPOUNDS
VERSUS TIME IN MW-23D
ss $ 9� 94 00 �°r °? N p
Date

8,000
7,000
6,000
n 5,000
3,000
2,000
1,000
0
TOTAL VOLATILE ORGANIC COMPOUNDS
VERSUS TIME IN MW-24
,r�, ✓�, ,r� ,ram ,ram ,ram ,r�` f�, f�, f�, ,.�, f�, f f f f f f f f
Date

90
80
70
60
W,
0
a
50
m
0
a
40
30
20
10
0
TOTAL VOLATILE ORGANIC COMPOUNDS
VERSUS TIME IN MW-25
T_ _ - T_. _ T - T
J J ✓ ✓ J� ✓� J� J� J�,
Date

60
50
40
0
0
0
0
30
y
20
10
TOTAL VOLATILE ORGANIC COMPOUNDS
VERSUS TIME IN MW-42
f4'0.� f�4.�j f�0•p�
Date
0

TOTAL VOLATILE ORGANIC COMPOUN I lS
VERSUS TIME IN MW-45
-# -Total VOCs
Date

APPENDIX C

TrigoniKleinfelder, Inc.
HiSOC INSTALLATION DIAGRAM
PROJECT Gilbarco HiSOC INSTALLED ON JUNE 13, 2008
PROJECT NUMBER 042-08-018 DEPTH TO WATER FROM
TOP OF WELL CASING 7.96 FEET
WELL NUMBER MW-7
WATER LEVEL ELEVATION 853.44 FEET
ELEVATION OF TOP OF WELL CASING 861.40 FEET
WATER LEVEL MEASURED ON JULY 2, 2008
NOTE: DRAWING NOT TO SCALE
REGULATOR/
2-INCH WELL PRESSURE GAUGE
/ GROU
-- 24" SQUARE WELL BOX
60"
GROUNDING
ROD
-10" PVC CYLINDER CASING
19.9'
GRAVEL
SUPPLY LINE
PURGE LINE
29.9' SUPPORT CABLE
10'
HiSOC FILTER
HiSOC UNIT
TOP OF FILTER PACK 843.50 FEET
TOP OF SCREEN 841.50 FEET
BOTTOM OF WELL 831.50 FEET

- Trigon I Klein felder, Inc.
TR1GON fusOC INSTALLATION DIAGRAM
PROJECT Gilbarco HiSOC INSTALLED ON JUNE 13, 2008
PROJECT NUMBER 042-08-018 DEPTH TO WATER FROM
TOP OF WELL CASING 9.91 FEET
WELL NUMBER MW-10
WATER LEVEL ELEVATION 849.34 FEET
ELEVATION OF TOP OF WELL CASING 859.25 FEET
WATER LEVEL MEASURED ON JULY 2.2008
NOTE: DRAWING NOT TO SCALE
REGULATOR/
2-INCH WELL ` PRESSURE GAUGE
GROUND SURFACE
24" SQUARE WELL BOX
60"
GROUNDING
ROD
10" PVC CYLINDER CASING
23.6'
s GRAVEL
SUPPLY LINE
PURGE LINE
33.6' SUPPORT CABLE
TOP OF FILTER PACK 837.65 FEET
TOP OF SCREEN 835.65 FEET
RiSOC FILTER
10'
IBSOC UNIT
lu - BOTTOM OF WELL 825.65 FEET

Trigon I Klein felder, Inc.
HiSOC INSTALLATION DIAGRAM
PROJECT Gilbarco HiSOC INSTALLED ON JUNE 13, 2008
PROJECT NUMBER 042-08-018 DEPTH TO WATER FROM
TOP OF WELL CASING 21.86 FEET
WELL NUM. BER MW-14D
WATER LEVEL ELEVATION 837.40 FEET
ELEVATION OF TOP OF WELL CASING 859.26 FEET
WATER LEVEL MEASURED ON JULY 2, 2008
NOTE: DRAWING NOT TO SCALE
2-INCH WELL
41.0'
36.0'
5'
PROTECTIVE HDPE CASING
VENT
i
60"
GROUNDING
ROD
SUPPLY LINE
PURGE LINE
SUPPORT CABLE
HiSOC FILTER
HiSOC UNIT
-REGULATOR/
PRESSURE GAUGE
15" z 24" PVC WELL BOX
10" PVC CYLINDER CASING
GRAVEL
TOP OF FILTER PACK 825.26 FEET
TOP OF SCREEN 823.26 FEET
BOTTOM OF WELL 818.26 FEET

TrigonjKleinfelder, Inc.
HiSOC INSTALLATION DIAGRAM
PROJECT Gilbarco HiSOC INSTALLED ON JUNE 13.2008
PROJECT NUMBER 042-08-018 DEPTH TO WATER FROM
TOP OF WELL CASING 15.55 FEET
WELL NUMBER MW-15
WATER LEVEL ELEVATION 842.16 FEET
ELEVATION OF TOP OF WELL CASING 857.71 FEET
WATER LEVEL MEASURED ON JULY 2, 2008
2-INCH WELL
25.2'
15.2'
10'
NOTE: DRAWING NOT TO SCALE
PROTECTIVE HDPE CASING
VENT
REGULATOR/
PRESSURE GAUGE
GROUND SUI
15":24" PVC WELL BOX
60"
GROUNDING
ROD
-10" PVC CYLINDER CASING
3
GRAVEL
SUPPLY LINE
PURGE LINE
SUPPORT CABLE
HiSOC FILTER
HiSOC UNIT
TOP OF FILTER PACK 844.51 FEET
TOP OF SCREEN 842.51 FEET
BOTTOM OF WELL 832.51 FEET

TrigonjKleinfelder, Inc.
HiSOC INSTALLATION DIAGRAM
PROJECT Gilbarco HiSOC INSTALLED ON JUNE 13, 2008
PROJECT NUMBER 042-08-018 DEPTH TO WATER FROM
TOP OF WELL CASING 30.77 FEET
WELL NUMBER MW-16
WATER LEVEL ELEVATION 832.83 FEET
ELEVATION OF TOP OF WELL CASING 863.60 FEET
WATER LEVEL MEASURED ON JULY 2, 2008
NOTE: DRAWING NOT TO SCALE
2-INCH WELL -\
35.2'
20.2'
15'
PROTECTIVE HDPE CASING
— VENT
60"
GROUNDING
ROD
SUPPLY LINE
PURGE LINE
SUPPORT CABLE
_ i - HiSOC FILTER
HiSOC UNIT
REGULATOR/
PRESSURE GAUGE
15" : 24" PVC WELL BOX
10" PVC CYLINDER CASING
GRAVEL
TOP OF FILTER PACK 845.40 FEET
TOP OF SCREEN 843.40 FEET
BOTTOM OF WELL 828.40 FEET

7AT TrigonjKleinfelder, Inc.
T- DN HiSOC INSTALLATION DIAGRAM
PROJECT Gilbarco HiSOC INSTALLED ON NNE 13, 2008
PROJECT NUMBER 042-08-018 DEPTH TO WATER FROM
TOP OF WELL CASING 17.74 FEET
WELL NUMBER MW-23D
WATER LEVEL ELEVATION 843.30 FEET
ELEVATION OF TOP OF WELL CASING 861.04 FEET
WATER LEVEL MEASURED ON JULY 2, 2008
NOTE: DRAWING NOT TO SCALE
REGULATOR/
2-INCH WELL / PRESSURE GAUGE
GROUND SURFACE
24" SQUARE WELL BOX
60"
GROUYDING
ROD
10" PVC CYLINDER CASING
52.1' 3
GRAVEL
SUPPLY LINE
PURGE LINE
57.1' SUPPORT CABLE
TOP OF FILTER PACK 810.94 FEET
TOP OF SCREEN 808.94 FEET
HiSOC FILTER
5'
HiSOC UNIT
BOTTOM OF WELL 803.94 FEET

TrigonjKleinfelder, Inc.
TRIGON HiSOC INSTALLATION DIAGRAM
PROJECT Gilbarco HiSOC INSTALLED ON J-UNE 13, 2008
PROJECT NUMBER 042-08-018 DEPTH TO WATER FROM
TOP OF WELL CASING 22.90 FEET
WELL NUMBER MW-24
WATER LEVEL ELEVATION 835.91 FEET
ELEVATION OF TOP OF WELL CASING 858.81 FEET
WATER LEVEL MEASURED ON JULY 2, 2008
NOTE: DRAWING NOT TO SCALE
PROTECTIVE HDPE CASING
VENT
2-INCH WELL
� REGULATOR/
- � PRESSURE GAUGE
GROUND SURFACE
15" :24" PVC WELL BOX
60" f
GROUNDING
ROD
10" PVC CYLINDER CASING
53.8'
GRAVEL
SUPPLY LINE
PURGE LINE
SUPPORT CABLE
58.8'
TOP OF FILTER PACK 807.01 FEET
TOP OF SCREEN 805.01 FEET
HiSOC FILTER
5'
HiSOC UNIT
BOTTOM OF WELL 800.01 FEET

- TrigonjKleinfelder, Inc.
TRIGON HiSOC INSTALLATION DIAGRAM
PROJECT Gilbarco HiSOC INSTALLED ON KNE 13, 2008
PROJECT NUMBER 042-08-018 DEPTH TO WATER FROM
TOP OF WELL CASING 5.65 FEET
WELL NUMBER MW-29
ELEVATION OF TOP OF WELL CASING 861.18 FEET WATER LEVEL ELEVATION 855.53 FEET
WATER LEVEL MEASURED ON DULY 2, 2008
NOTE: DRAWING NOT TO SCALE
REGULATOR/
2-INCH WELL % PRESSURE GAUGE
� GROUND SURFACE
24" SQUARE WELL BOX
60"
GROUNDING
ROD
10" PVC CYLINDER CASING
WO
3.8' 3
GRAVEL
SUPPLY LINE
PURGE LINE
SUPPORT CABLE
18.8'
TOP OF FILTER PACK 859.38 FEET
- TOP OF SCREEN 857.38 FEET
— HiSOC FILTER
15,
HiSOC UNIT
BOTTOM OF WELL 842.38 FEET

TrigonjKleinfelder, Inc.
HiSOC INSTALLATION DIAGRAM
PROJECT Gilbarco HiSOC INSTALLED ON DUNE 13, 2008
PROJECT NUMBER 042-08-018 DEPTH TO WATER FROM
WELL NUMBER MW-34 TOP OF WELL CASING 10.93 FEET
ELEVATION OF TOP OF WELL CASING _ 860.45 FEET WATER LEVEL ELEVATION 849.52 FEET
WATER LEVEL MEASURED ON JULY 2, 2008
NOTE: DRAWING NOT TO SCALE
REGULATOR/
2-INCH WELL
PRESSURE GAUGE
�
21.0'
6.0'
15,
GROUND
24" SQUARE WELL BOX
-� 60"
GROUNDING
ROD
--- 10" PVC CYLINDER CASING
SUPPLY LINE
PURGE LINE
SUPPORT CABLE
HiSOC FILTER
HiSOC UNIT
GRAVEL
TOP OF FILTER PACK 856.45 FEET
TOP OF SCREEN 854.45 FEET
BOTTOM OF WELL 839.45 FEET

TrigonjKleinfelder, Inc.
TRIGON HiSOC INSTALLATION DIAGRAM
PROJECT Gilbarco HiSOC INSTALLED ON JUNE 13, 2008
PROJECT NUMBER 042-08-018 DEPTH TO WATER FROM
TOP OF WELL CASING 31.69 FEET
WELL NUMBER MW-43D
ELEVATION OF TOP OF WELL CASING 865.47 FEET WATER LEVEL ELEVATION 833.78 FEET
WATER LEVEL MEASURED ON JULY 2, 2008
NOTE: DRAWING NOT TO SCALE
PROTECTIVE HDPE CASING
VENT
2-INCH WELL
REGULATOR/
PRESSURE GAUGE
i
GROUND SURFACE
15":24" PVC WELL BOX
60"
GROUNDING
ROD
10" PVC CYLINDER CASING
.0
48.0'
GRAVEL
SUPPLY LINE
/ PURGE LINE
53.0' SUPPORT CABLE
TOP OF FILTER PACK 819.47 FEET
TOP OF SCREEN 817.47 FEET
HiSOC FILTER
5'
HiSOC UNIT
BOTTOM OF WELL 812.47 FEET

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