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Comparative Study of Domestic
Water Well Integrity to
Coal Mine Blasting
Summary Report
Prepared for
June 28, 2002
Office of Surface Mining Reclamation and Enforcement Pittsburgh, Pennsylvania
Daniel B. Stephens & Associates, Inc. 6020 Academy NE, Suite 100 • Albuquerque, New Mexico 87109
Daniel B. Stephens & Associates, Inc.
Table of Contents
Section Page
1. Introduction .......................................................................................................................... 1
2. Occurrence of Groundwater ................................................................................................. 2
3. Site Selection and Descriptions ............................................................................................ 4
4. Monitoring Methods and Training ....................................................................................... 10 4.1 Domestic Well Water Quality Monitoring ..................................................................... 11 4.2 Domestic Well Yield and Discharge Monitoring ........................................................... 12 4.3 Vibration Monitoring .................................................................................................... 13 4.4 Training ....................................................................................................................... 15
5. Results ............................................................................................................................... 17 5.1 Vibration Data from Blasting ........................................................................................ 17 5.2 Water Quality and Well Yield Data .............................................................................. 20
6. Summary and Conclusions ................................................................................................. 27
References ............................................................................................................................... 28
List of Figures
Figure Page
1 Study Area ...................................................................................................................... 5
2 Typical Terrain at Investigation Sites ............................................................................... 7
3 Typical Blasting Activities ................................................................................................ 8
4 Typical Mining Scenario .................................................................................................. 9
5 Transducer Placements ................................................................................................. 14
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Daniel B. Stephens & Associates, Inc.
List of Tables
Table Page
1 Monitor Well Identifiers .................................................................................................... 6
2 Quarterly Monitoring Activities in Virginia, Kentucky, and West Virginia ........................ 18
3 Water Quality Sample Inventory .................................................................................... 21
4 Results of Laboratory Water Quality Analyses, Initial Quarterly Monitoring Event.. ........ 22
5 Results of Field Turbidity Monitoring .............................................................................. 24
List of Appendices
Appendix
A Vibration Monitoring Methods and Results
B Laboratory Analysis Results
C Graphs of Quarterly Monitoring Data
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Daniel B. Stephens & Associates, Inc.
1. Introduction
The Appalachian coal region in the southeastern portion of the United States has been an
important source of coal since it was first mined in the mid-1800s. Even after extensive mining,
this region today still accounts for approximately 40 percent of total U.S. coal production
(USGS, 1999). Surface coal mining is an important economic resource for residents of the
Appalachian region and an important source of energy for the United States. However, many
people living close to active mining operations believe that mining activities, such as blasting to
remove overburden, adversely affect their well's yield and water quality.
To date, few studies have been performed looking at the possible effects of mining on domestic
well water quality and quantity. Accordingly, the Office of Surface Mining Reclamation and
Enforcement (OSMRE) contracted with Daniel B. Stephens & Associates, Inc. (DBS&A) to
design and initiate a long-term study to investigate whether coal mining operations located close
to domestic wells have caused or will contribute to the loss, diminution, or degradation of
groundwater supplies and/or negatively affect domestic wells and their ability to supply water.
The scope of work for this study included:
• Selecting suitable sites
• Equipping the selected wells with monitoring instruments
• Collecting data during an initial monitoring period
• Training state employees to collect monitoring data during the study
To ascertain the induced effects of blasting and pumping vibrations from nearby coal mining
sites on domestic well integrity, water quality/chemistry, and well yield, DBS&A designed and
initiated a quarterly monitoring program for domestic wells located near active mining operations
in a tri-state (Virginia, West Virginia, and Kentucky) area. Following a discussion of
groundwater conditions in the study areas (Section 2), this report describes the monitoring
program, including site selection and descriptions (Section 3) and monitoring methods used
(Section 4). The results obtained over the year of monitoring are discussed in Section 5.
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Daniel B. Stephens & Associates, Inc.
2. Occurrence of Groundwater
Groundwater in Appalachian coal country is obtained from sedimentary rocks, glacial deposits,
and alluvial fill. Most of the groundwater found in the sedimentary, coal-bearing rocks occurs in
nearly vertical fractures and joints and along bedding planes. Some of these fractures are
undoubtedly tectonic in origin and exhibit a regional pattern, but most of the fractures are more
localized in nature and are the result of lateral stress relief associated with natural topographic
development. The fractures tend to form networks that exhibit some of the characteristics of a
water table aquifer, including:
• Water levels that respond to rainfall within 24 hours
• Water levels that do not respond to changes in atmospheric pressure
• Pumping rates (during pump tests} that decrease as the drawdown increases even
though the power supply remains constant
A fracture system may not have a large lateral extent, but may form small sub-systems. In a
study looking at blasting effects on groundwater supplies in Appalachia, Robertson et al. (1980}
found that during pump tests, wells located 35 to 65 feet from the pumped wells exhibited more
drawdown than observation wells only 10 feet away, while in other wells, no response to
pumping was observed.
Coal-bearing strata found throughout the Pennsylvanian and Permian strata are very brittle and
have a low tensile strength and, therefore, extensive vertical fracturing. Coal seams may act as
conduits through which water from the overlying units can move downward to deeper units
(Robertson et al., 1980}. Groundwater is often associated with coal seams because (1} the high
degree of fracturing in these strata increases the chances that water will move vertically from
the surface to depth and (2} coal seams are often underlain by low-permeability plastic clays,
causing groundwater to perch in the coal strata.
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Daniel B. Stephens & Associates, Inc.
Wells constructed in Appalachia for industrial and municipal purposes may provide large yields,
but domestic wells commonly have yields of 1 gallon per minute or less. This is due to many
factors, including:
• Well locations selected based on convenience of access and proximity to the residential
dwelling it will serve rather than sound geologic evidence
• Poor design, construction, and completion
• Inadequate formation transmissivity
• Inadequate well maintenance
Wells in the hollow valleys generally produce more water than those located near the tops of the
hill. This is because the water table tends to mimic local topography, with recharge areas at the
high points and groundwater moving toward discharge points in the valley (Robertson et al.,
1980).
Groundwater in Appalachia tends to be high in manganese and iron and often exceeds
regulatory limits for turbidity. Often, water in wells has higher dissolved oxygen than formation
water, resulting in a reddish tint as ferrous iron is oxidized in the well. lron~consuming bacteria
may also be found in well water and, if so, contribute to the reddish color and unpleasant odor.
The pH of the groundwater is relatively neutral, ranging between 6 and 8 (Robertson et al.,
1980).
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3. Site Selection and Descriptions
The domestic wells used in this study were selected by Office of Surface Mining (OSM) officials,
with input by Virginia, West Virginia, and Kentucky state officials based upon current and past
complaint information. To identify suitable sites that meet the study criteria, state
representatives were to review sites and:
• Identify mine sites that would be blasting at least once a day
• Contact the individual coal mines to determine their blasting schedules.
• Find at least one, and preferably two, domestic well near each mine.
• Contact with the owners of the domestic wells to request and secure their participation in
the study.
• Complete a nomination package that provides the location of the well site, the five most
recent blast logs with plotted blast locations, pictures of the well installation, any
technical reports done on the site, and anticipated dates of blasting near the wells.
Based on the nomination packages provided by the state representatives, five mine sites were
selected for this study: one site in Virginia and two sites each in Kentucky and West Virginia
(Figure 1, Table 1 ). At each of the sites in Kentucky and West Virginia, at least two domestic
wells were selected for monitoring after OSM officials secured right-of-entry agreements from
the individual homeowners. Only one domestic well suitable for this study was identified at the
Virginia site. The wells selected represent a range of well construction types and proximity to
surface coal mining operations. The ages of the wells were not determined, but it is assumed
that the wells were completed when the homes were first occupied.
Blasting had been occurring near all of the sites for a significant time prior to the arrival of
monitoring personnel and the installation of monitoring equipment. The data collected represent
only a small amount of time compared to the total amount of time the well has been within the
range of influence of an active mining/blasting operation.
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:s II
tJ w
~ a. • N
Explanation KY-1 Site ID
• Cities 0 20 Miles ~~~
0 Towns N. Major roads Map Area
OSM WELL STUDY
Study Area Daniel B. Stephens & Associates, Inc.--------------~-~ 4-22-02 7:53AM JN 9290 Figure 1
1\1 Other highways County boundaries
Daniel B. Stephens & Associates, Inc.
Table 1. Monitor Well Identifiers
State County Site ID WeiiiD Well owner
Virginia Wise VA-1 Well-1 Hylton
Kentucky Letcher KY-1 Well-1 Banks Well-2 Ratliff
Perry KY-2 Well-1 G. Hurley
Well-2 Sumner
Well-3 A. Hurley
West Virginia Mingo WV-1 Well-1 L. Dean Sr.
Well-2 L. Dean Jr. WV-2 Well-1 G. Abbott
Well-2 D. Abbott
The study sites were typical of Appalachian coal country, where residents live within hollows
below coal outcrops, which generally exist where the slopes are steepest. Within the hollows,
residential sites are typically founded on valley alluvial fills and glacial deposits comprising
cobbles, gravels, and sands with some clay. Wells can penetrate sandstone formations that
may be recharged by water moving through naturally occurring fractures in the upper elevation
coal seams and porous rock units.
The domestic water wells at all the study sites are drilled within hollows at elevations far below
mining activity. The photographs in Figure 2 show the typical terrain at all the sites investigated.
Mining activity takes place beyond the ridgeline (shown at the top of each photograph) at the
head of the hollow in which the houses are located. The ridgeline between the head of the
hollow and the mining operations is formed of overburden fill (waste rock). Blasting activities
take place within sandstone and shale formations along mountain contours and across the
mountaintop (full mountaintop removal) (Figure 3). Rock blasting along contours produces
blasting bench faces directed away from the hollow (Figure 4) or toward the hollow. At the
Virginia study site, mountaintop removal has left a pinnacle of rock that rises above the
surrounding mining operations upslope and below the waste rock ridgeline (Figure 3a). A
typical mining scenario encountered at each site is shown in Figure 4.
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2a. View of a hollow in Kentucky.
2b. View of a hollow in West Virginia.
Daniel B. Stephens & Associates, Inc.
OSM WELL STUDY
Typical Terrain at Investigation Sites Figure 2
-------------------------------------------·-------·------·--- --- ·· · - ·-
3a. Final stages of mountain top removal in Virginia.
3c. Mountain top blasting in Perry County, Kentucky.
Daniel B. Stephens & Associates, Inc.
3b. Contouring overburden blasting in Perry County, Kentucky.
3d. Contour blasting at a mine in Letcher County, Kentucky.
OSM WELL STUDY
Typical Blasting Activities Figure 3
mountain top blasting
• Blast site
D Rldgeline
D Mountain top
I Head of hollow domestic water well
OSM WELL STUDY
Daniel B. Stephens & Associates, Inc. _________ _:T~y~p:i~c~a~I~M~in~in~g~S~c~e~n~a~ri~o~ Figure 4
Daniel B. Stephens & Associates, Inc.
4. Monitoring Methods and Training
Upon completion of site selection, collection of field data began. Fieldwork and instrumentation
was conducted in two phases. Phase I took place during a three~week period in the Faii~Winter
2000 season and involved an intensive commitment to field instrument installation and data
collection over four consecutive days of blasting at each site. Phase II involved the collection of
data during the subsequent three seasons.
During Phase I, prior to the start of monitoring at each site, representatives of DBS&A and
Aimone~Martin Associates (subcontractor to the project) met with mining operations personnel
to obtain blasting information and general information on the anticipated locations of blasting
during the monitoring phase. Representatives of DBS&A and Aimone~Martin Associates also
visited individual homeowners to assess the nature of complaints regarding well responses to
blasts and pumping vibrations (if any), to obtain previous water quality data for the domestic
wells (if available), and to obtain well construction details (if available).
Following the initial meetings, a DBS&A hydrogeologist accessed the domestic wells at the sites
to equip them with continuous water quality and well yield monitoring instrumentation. All
instrumentation (seismic, water quality, and well yield monitoring instruments) was calibrated,
tested, and quality~control checked prior to installation and the initiation of monitoring. During
the Faii~Winter 2000 four~day monitoring event, DBS&A personnel measured turbidity and well
yield, collected groundwater samples for laboratory analysis, and collected and analyzed data
from the field instruments. In addition, state personnel were trained in the use of field data
acquisition systems and retrieval of data so that they could collect data during subsequent
monitoring events.
Each state agency assigned an employee to perform the following activities:
• Contacting mine officials and well owners and coordinating blasting and monitoring
efforts at each site
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• Field calibrating, testing, and installing the monitoring instruments
• Initiating continuous monitoring at each site (well yield, water quality, and vibration)
during the monitoring period
• Collecting pre~ and post~ blast turbidity readings at a point between the well and the
pressure tank of each residence with the use of a portable turbidimeter
• Downloading all water quality, well yield, and vibration data from dataloggers and
transferring the data to DBS&A and Aimone~Martin Associates
• Removing all instrumentation from the well sites and preparing them for storage or
shipment to DBS&A or the next monitoring site
Specific methods for each of the types of monitoring are described in Sections 4.1 through 4.3.
The training conducted for state personnel is described in Section 4.4.
4.1 Domestic Well Water Quality Monitoring
The water quality of the individual domestic wells was evaluated using both field monitoring
equipment and laboratory analysis. Field water quality monitoring was conducted prior to,
during, and after a series of blasts at the five study sites.
Field water quality monitoring was conducted using electronic sensors (EC~Campbell Scientific
CSI~247, pH~Innovative Sensors M11) connected to a Campbell Scientific 21X datalogger. The
datalogger allowed for automated measurement at a frequency of the operator's discretion. The
sensors (temperature, pH, and electrical conductivity [EC]) were installed in each well below the
water level. If it was not possible to place the sensors in a particular well, they were inserted in
a flow~through cell extending from a discharge line between the well and the pressure tank at
the ground surface. Additionally, the turbidity of the domestic well water was measured at the
surface using a Hach 21 OOP portable turbidimeter.
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Daniel B. Stephens & Associates, Inc.
During the initial monitoring period (Fall-Winter 2000}, water quality samples were collected
from each of the individual domestic wells for laboratory analysis of total aluminum, iron,
manganese, sulfate, total dissolved solids, and total suspended solids (TSS}. At each well,
samples were collected from faucets connected to the pressure tanks. The water quality
samples were collected in laboratory-supplied containers, immediately preserved on ice in an
insulated cooler with full chain-of-custody documentation, and shipped to Inter-Mountain
Laboratories, Inc. in Farmington, New Mexico for analysis. A duplicate sample analysis was
conducted at the KY -1 Well-2 site.
4.2 Domestic Well Yield and Discharge Monitoring
In order to determine the effects of mine blasting on the normal usage of the individual study
wells, DBS&A and state personnel monitored variations in well yield by continuously monitoring
volumetric flow and water level in the individual domestic wells before, during, and after blasting
events. For the purposes of this study, well yield is defined as the volumetric flow rate of water
from the well during a pumping cycle. Monitoring of well yield helps determine whether blasting
affects the ability of a well to produce water at a reliable rate. A decrease in well yield could be
due to blasting or other causes such as compaction of the material surrounding the well,
changes in the fracture size or occurrence, deterioration of the well due to age, improper
maintenance, and/or biological or mineral fouling. In order for this study to identify changes due
to blasting, an acute change would have to be associated to a blast during a monitoring event.
Well yield was monitored using a Controlotron 101 On flow meter installed on the pipe between
the well and the pressure tank. The Controlotron is equipped with an internal datalogger that
was programmed to record data at approximately the same interval as that of the Campbell
equipment (Section 4.1}. Wells were also equipped with water level sensors (Druck 150 psi
pressure transducers} connected to a Campbell Scientific 21 X datalogger to record water levels
(pressure head} within the wells at specified time intervals.
Continuous measurements of well yield and water levels were obtained for a period beginning
one day prior to blasting and ending approximately one day following the tests. The durations of
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the pre- and post-blast monitoring periods were adjusted slightly, depending on the degree of
water level fluctuations observed in each well.
4.3 Vibration Monitoring
Ground motions adjacent to nine domestic water wells (ten during the initial monitoring period)
were recorded during blasting events to determine the ground motion variation with depth below
the ground surface. At each well selected for study, one tri-axial transducer was buried 0.42
foot from the surface near each wellhead. A second transducer was buried at depth, as outlined
below:
• At three sites the second transducer was placed at depths between 9 and 20 feet in
either an abandoned well casings (two sites) or a hand-dug well (one site).
• At four sites, an attempt was made to hand-dig holes as deep as possible to record
ground motions. At most of these sites, however, the subsurface soils contained large
gravels and cobbles, making it difficult to dig holes deeper than 3.5 feet from the surface.
• At two sites, it was not possible to dig into the ground any deeper than 0.42 foot from the
surface. Therefore, no second transducer was used at these sites.
Figure 5 shows the locations of transducers placed in or adjacent to wells. Transducers placed
in abandoned wells were either grouted in place or encapsulated in crushed stone. Those
placed within the ground adjacent to wells were tamped with pressure to ensure good coupling.
Blasting-type seismographs manufactured by LARCOR of Dallas, Texas were used to monitor
ground motions near wells. Sensors were embedded in epoxy within a watertight housing for
long-term survivability. The sensors were attached to the housing using 50-foot cables aligned
with the vertical transducer for ease of inserting at depth. Airblast was recorded using the
surface seismograph.
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KY-1 KY-2
VA-1
well1 well2 well1 well2 - ~ ~ ~ ~
•• 0.42 ft. •• 0.42 ft. •• Sin. •• 0.42 ft. •• 0.42 ft .
• 1 1.1 ft. • 2.4 ft . • 1 3.5 ft.
• 9.5ft.
.... - ... ... -
WV-2 WV-1
well1 well2 well1 well2 - .... .... •• 0.42 ft.
-• .. 0.42ft. •• 0.42ft. •• 0.42 ft .
• 2ft.
• 1 9ft .
...
.... - 20ft. 1 - ....
OSM WELL STUDY
Transducer Locations within or
---~Dank/ B. Stephens & Associates, Inc. Adjacent to Wells
5-29-02 J N 9290 Figure 5
Daniel B. Stephens & Associates, Inc.
The following settings were used:
• Ground trigger level 0.02 inch per second (ips)
• Air trigger level 125 decibels (dB)
• Sample rate 1248 samples per second
• Record length 5 to 1 0 seconds
• Range 2.5 ips
• Lowest velocity detected 0.005 ips
4.4 Training
During the initial Fall-Winter 2000 monitoring period, the following state personnel from
Kentucky, Virginia, and West Virginia were trained by DBS&A personnel to conduct the
remaining three seasons of monitoring for the OSM well study:
• Leslie Bright, a geologist with the Division of Mined Land Reclamation, Department of
Mines Mineral and Energy in Virginia
• Darcy White, Assistant Chief with the Office of Explosives and Blasting in West Virginia
• Ralph King, a Staff Scientist Ill with the Office of Surface Mining in Kentucky
These personnel were trained in the following tasks:
• Programming and data collection using the Campbell Scientific 21 X datalogger and a
laptop computer
• Wiring, calibrating, installing, and maintaining the Innovative Sensors M11 downhole pH
sensor
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Daniel B. Stephens & Associates, Inc.
• Wiring, calibrating, installing, and maintaining the Campbell Scientific CSI-247 downhole
EC sensor
• Wiring and placement of the two Druck pressure transducers
• Calibrating and using the HACH 21 OOp turbidimeter
• Installing, programming, and collecting data from the Controlotron 101 On flow meter
• Using and calibrating the YSI-63 handheld pH, specific conductance, and temperature
meter
Where applicable, the personnel were also trained in special procedures required at some of the
sites (i.e., flow-through setups at the VA-1 Well-1 and KY-2 Well-2 locations).
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Daniel B. Stephens & Associates, Inc.
5. Results
During each of the monitoring events, field personnel attempted to collect all three categories of
data, including vibration/blasting data, water quality data, and well yield data. Throughout the
study, wells were dropped from the monitoring program for various reasons. For example, the
Kentucky sites were flooded before the second monitoring event, compromising the wells. The
West Virginia sites were not monitored during the fourth quarter because blasting activities
occurred too far from the well sites, and the Virginia site was dropped prior to the third
monitoring event for the same reason, as well as discontinued use of the well due to hookup of
the residence to a municipal water supply. Further details regarding the reasons for removing
wells from the study are outlined in Table 2.
5.1 Vibration Data from Blasting
Ground motions adjacent to nine domestic water wells were recorded during blasting events to
determine the ground motion variation with depth below the ground surface. Full waveform
vibration data and summary tables are shown in Appendix A for all blast events that were
recorded.
Detailed blasting records were available only during the Fall-Winter 2000 monitoring period.
Hence, this data set is the most complete, with 54 shots recorded at nine wells. As the study
continued mine blasting was being conducted at farther distances from the wells, and as a
result, many mine blasts did not trigger the seismographs.
The maximum ground motion recorded during the study was 0.125 ips. The Fall-Winter 2000
data set shows average near-surface (0.42 foot) and at depth (from 1.1 to 20 feet) peak particle
velocities (PPV) of 0.043 ips and 0.033 ips, respectively. In the Spring of 2001 as mining
progressed away from the well site, the average PPV values decreased to 0.038 ips and 0.029
ips for the near-surface and at depth locations, respectively. In the Fall of 2001 ground motion
was measured at the surface only and averaged 0.026 ips. In no case did the average ground
motions at depth exceed those measured at the surface.
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Daniel B. Stephens & Associates, Inc.
Table 2. Quarterly Monitoring Activities in Virginia, Kentucky, and West Virginia
Fall-Winter State Site ID WeiiiD 2000
Virginia VA-1 Well-1 FWQ,WY, LWQ,V
Kentucky KY-1 Well-1 FWQ,WY, LWQ,V
Well-2 FWQ,WY, LWQ,V
KY-2 Well-1 v
Well-2 FWQ,WY, LWQ,V
Well-3 FWQ,WY, LWQ
West Virginia WV-1 Well-1 FWQ, WY, LWQ,V
Well-2 FWQ,WY, LWQ,V
WV-2 Well-1 FWQ,WY, LWQ,V
Well-2 FWQ,WY, LWQ,V
FWQ =Downhole field water quality parameter monitoring WY =Well yield monitoring
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Monitoring Performed
Spring Fall Winter 2001 2001 2001
FWQ,WY --- ---
--- --- ---
--- --- ---
--- --- ---
FWQ v ---
FWQ v ---
FWQ, WY, V --- FWQ
FWQ,WY, V --- FWQ,V
FWQ,V WY ---
FWQ,WY,V --- ---
LWQ =Laboratory water quality monitoring V =Vibration monitoring
Comments
Resident on city water (third quarter) and no longer using well; dropped from study
No access to wells due to flooding from sediment pond overflow (second quarter); site dropped from study
No access to wells due to flooding from sediment pond overflow (second quarter); site dropped from study
Well used only for vibration monitoring during initial monitoring period (well was dry).
Data not received (third quarter); residents refused access (fourth quarter)
Data not received (third quarter); residents refused access (fourth quarter)
West Virginia state personnel not on-site to supervise monitoring (third quarter)
West Virginia state personnel not on-site to supervise monitoring (third quarter)
West Virginia state personnel not on-site to supervise monitoring (third quarter); blasting took place too far away from site (fourth quarter)
West Virginia state personnel not on-site to supervise monitoring (third quarter); blasting took place too far away from site (fourth quarter)
=No monitoring conducted; see Comments column for explanation
Daniel B. Stephens & Associates, Inc.
Frequencies at the PPV also tended to decrease with depth as the degree of confinement
increased. Similarly, average frequencies decreased with successive monitoring periods. The
average frequencies near the ground surface and at depth in 2000 were 17.5 Hz and 14.8 Hz.
In the Spring of 2001, an average surface frequency of 18.8 Hz was measured. The ground
motion data at depth fell within the resolution of the instrumentation and frequencies could not
be reliably calculated.
The Fast Fourier Transform (FFT) frequency is a measure of the predominant frequency over
the entire waveform and indicates the frequency containing most of the ground motion energy.
In contrast, the frequency at the PPV (or peak frequency) is the frequency calculated from the
zone-crossings for the cycle containing the PPV. Average values for PPV and frequency at the
PPV by well site, as well as dominant waveform frequency obtained from the FFT are plotted on
Figures 1 through 5 in Appendix A. The decrease in ground motion with depth is shown in
Figure 1 (Appendix A) for the Fall-Winter 2000 monitoring season and Figures 2 and 3
(Appendix A) for 2000 and Spring 2001 combined. The linear trend for the averaged combined
data is:
V (average) = -0.0015 D + 0.0421
where V = the average PPV
D = the burial distance
The correlation coefficient (R2) for the data is 0.38.
(1)
The average decrease in ground motion velocity was 0.0015 ips per foot below the ground
surface, dependent on geology and coupling. Individual well site rates are provided in Figure 1
in Appendix A. For well-coupled burial depths (2 feet and below), this rate ranges between -
0.002 and -0.0026 (the negative indicating a decrease with depth) ips per foot of burial. The
best-fit trend line giving the decrease in frequency at the PPV with burial depth, shown in Figure
4 of Appendix A, is:
F (average) = -0.232 D + 16.7 (2)
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Daniel B. Stephens & Associates, Inc.
where F = the average peak frequency
D = the burial distance
Figure 5 of Appendix A shows the relationship between peak particle velocity and frequency at
the peak for 2000 data, plotted on the OSM blasting level chart (1986).
It is difficult to distinguish the frequency differences between surface and buried ground
motions. All data fell between 5.4 Hz and 34.1 Hz
5.2 Water Quality and Well Yield Data
As was the case with vibration monitoring, the data sets for field and laboratory water quality
and well yield were most complete for the initial monitoring period. Analytical reports from water
quality sampling and time-series graphs showing the results of downhole and well yield
monitoring are included as Appendices Band C, respectively.
During the Fall-Winter 2000 monitoring event, water samples were collected from wells at each
of the study sites prior to and after blasting (Table 3), and the results of the analyses are
summarized in Table 4. Generally, parameters were stable throughout the monitoring period
and showed no effects from blasting, as exemplified by the KY-1 Well-1 site. However, iron and
TSS concentrations measured prior to and after blasting differed significantly in many wells
(Table 4). It is theorized that these differences were caused by the stirring of sediments and
sloughing of scale from both normal well operation and the introduction of monitoring
equipment. Laboratory analysis was not performed during any of the subsequent monitoring
events.
The dates and times of blasting events were placed on time-series graphs of data collected from
field water quality monitoring, allowing identification of any changes in any of the parameters
related to blasting (Appendix C). Throughout the study, where data are available, well yield and
water level trends remained unchanged due to blasting. For example:
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Table 3. Water Quality Sample Inventory
Pre-Test Post-Test
State Site ID WeiiiD Date Sample ID Date Sample ID
Virginia VA-1 Well-1 11/06/00 Boggs 1 11/18/00 Boggs 2
Kentucky KY-1 Well-1 11/09/00 Ratliffe 1 11/18/00 Ratliff 2
Well-2 11/09/00 Banks 1" 11/18/00 Banks 2
KY-2 Well-1 Well not sampled
Well-2 11/18/00 Sumner 1
Well-3 11/20/00 Hurley #1
West Virginia WV-1 Well-1 11/26/00 Dean 1-1
Well-2 11/26/00 Dean 2-1
WV-2 Well-1 12/04/00 Abbott 1-1
Well-2 12/04/00 Abbott 2-1
Note: All samples analyzed by Inter-Mountain Laboratories, Inc. of Farmington, New Mexico • Duplicate analysis performed on sample
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11/25/00 Sumner-2
11/25/00 Hurley-2
12/4/00 Dean 1-2
12/4/00 Dean 2-2
12n100 Abbott 1-2
12n1oo Abbott 2-2
!\) !\)
Daniel B. Stephens & Associates, Inc.
Table 4. Results of Laboratory Water Quality Analyses, Initial Quarterly Monitoring Event
Concentration (mg/L)
General Parameters Total Metals
State Site ID WelllD Date TDS TSS Sulfate Aluminum Iron
Virginia VA-1 Well-1 11/06/00 1,740 19 991 <0.05 17.7
11/18/00 1,710 9 955 <0.05 0.03
Kentucky KY-1 Well-1 11/09/00 274 3 72 <0.05 3.48
11/18/00 260 21 72 <0.05 24.8
Well-1 Dup 11/09/00 272 10 72 <0.05 3.34
Well-2 11/09/00 448 4 109 <0.05 4.17
11/18/00 430 14 108 0.07 5.71
KY-2 Well-1 Well not sampled
Well-2 11/18/00 250 <2 7 <0.05 20.8
11/25/00 250 103 5 0.06 67.0
Well-3 11/20/00 700 22 36 <0.05 12.9
11/25/00 650 26 37 <0.05 14.7
West Virginia WV-1 Well-1 11/26/00 400 75 145 0.07 28.4
12104/00 380 <2 144 <0.05 5.42
Well-2 11/26/00 320 7 109 <0.05 4.62
12/04/00 280 <2 109 <0.05 1.84
WV-2 Well-1 12/04/00 180 <2 7 <0.05 0.89
12107/00 140 6 <5 <0.05 0.34
Well-2 12/04/00 160 58 15 <0.05 16.4
12/07/00 130 35 12 <0.05 5.16
mg/L =Milligrams per liter TDS =Total dissolved solids TSS =Total suspended solids
P:\9290\SummaryRpt.4·2002\Rnai.6·2002\T 4_LabWQRslts.doc
Manganese
1.10
0.88
0.44
0.35
0.42
0.36
0.42
0.89
3.86
1.51
1.46
1.00
0.85
0.39
0.24
0.10
0.03
0.55
0.07
Daniel B. Stephens & Associates, Inc.
• The well yield from VA-1 Well-1 remained between 8 and 10 gallons per minute (gpm)
during the entire Fall-Winter 2000 monitoring period, unaffected by blast timing. When
VA-1 Well-1 was monitored again in Spring 2001 the well yield was in the same range.
• Where well yields were erratic, such as in KY-1 Well-2 during the Fall-Winter 2000
monitoring period, the erratic behavior did not correspond to the blast timing.
• Water level changes in wells, if any, were very regular and predictable and were related
to household schedules. During periods of high water use for activities such as bathing
and washing dishes, the pump cycles more often, resulting in a short-term lowering of
the water level in the well. WV-2 Well-2 is a good example of these types of water level
changes.
Field water quality parameters remained in similar ranges throughout the study (Table 5). The
data from the downhole sensors fall into three categories:
• Very little change in measured parameters. A good example of this result can be seen
in the temperature, pH, and EC data for WV-1 Well-1 during the Winter 2001 monitoring
period, which remained nearly unchanged throughout the monitoring period.
• Spikes in measured parameters related to household schedules. For instance, during
the Fall-Winter 2000 monitoring, VA-1 Well-1 showed spikes in temperature related to
ground water being brought into the well during high use periods of the day.
• Sensor drift. Fouling of the instrument in the well can cause a gradually drifting data
trend, or sensor drift. The slowly rising pH in well WV-2 Well-1 over the Spring 2001
monitoring period is a prime example of sensor drift. The continually increasing pH trend
in this well is not disrupted by the blasts.
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Daniel B. Stephens & Associates, Inc.
Table 5. Results of Field Turbidity Monitoring Page 1 of 3
Site Date Time Turbidity
VA-1 Well-1 11/05/00 15:45 30.9
11/05/00 15:50 61.1
11/05/00 15:59 54
11/06/00 09:20 30.2
11/06/00 09:40 22.7
11/07/00 09:40 34.6
11/07/00 10:00 30.5
11/07/00 10:15 27.7
11/07/00 16:01 29.4
11/08/00 05:49 38.7
11/08/00 06:04 11.3
11/09/00 08:30 25.9
11/09/00 09:00 23.4
11/09/00 13:58 17.7
11/09/00 16:14 39.1
11/09/00 16:30 61
11/09/00 16:43 61.5
11/09/00 16:52 46.1
11/09/00 17:00 40.1
11/10/00 15:20 26.9
11/10/00 15:35 25.8
11/10/00 15:45 39.8
11/11/00 13:54 30.5
11/11/00 14:46 68.4
11/11/00 15:50 18.3
KY-1 Well-1 11/09/00 13:58 17.7
11/10/00 13:00 >1,000
11/12/00 16:00 192
11/13/00 09:53 NA 11/13/00 10:14 26.3
11/13/00 16:45 23.9
11/14/00 12:59 23.2
11/15/00 11:00 43.8
11/16/00 09:53 24.2
11/16/00 11:35 21.2
11/17/00 11:55 90.9
11/17/00 12:52 31.9
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Daniel B. Stephens & Associates, Inc.
Table 5. Results of Field Turbidity Monitoring Page 2 of 3
Site Date Time Turbidity
KY-1 Well-2 11/09/00 11:25 2.59
11/09/00 11:30 2.34
11/09/00 13:30 13
11/10/00 11:38 5.28
11/12/00 09:03 177
11/12/00 12:30 170
11/13/00 10:08 20.3
11/13/00 16:40 7.59
11/14/00 13:10 20.9
11/15/00 10:55 2.64
11/16/00 09:58 24.2
11/16/00 11:36 20.1
11/17/00 12:03 2.78
11/17/00 12:52 0.99
KY-2 Well-2 11/19/00 14:15 19
11/20/00 17:10 24
11/22/00 09:45 56.5
11/25/00 18:50 101
KY-2 Well-3 11/20/00 14:55 2.82
11/20/00 17:20 8.1
11/22/00 09:25 4.22
11/25/00 17:50 60.6
WV-1 Well-1 11/26/00 16:00 29.80
11/27/00 12:57 54.1
11/27/00 13:30 30.2
11/28/00 12:54 67.9
11/28/00 13:29 58.2
11/29/00 11:24 54.8
11/29/00 12:40 45.2
12/02/00 10:40 17.9
12/02/00 12:10 25.8
WV-1 Well-2 11/26/00 16:00 58
11/27/00 12:58 29.2
11/27/00 13:32 60.2
11/28/00 12:50 35.6
11/28/00 13:24 37.8
11/29/00 11:22 6.48
P:\9290\SummaryRpt.4·2002\Finai.6·2002\T5_FieldMsrmnts.doc 25
Daniel B. Stephens & Associates, Inc.
Table 5. Results of Field Turbidity Monitoring Page 3 of 3
Site Date Time Turbiu;1y ll WV-1 Well-2 (cont.) 11/29/00 12:30 9.3
12/02/00 10:40 9.22
12/02/00 12:10 11.1
WV-2 Well-1 12/03/00 12:40 2.28
12/04/00 11:50 3.45
12/05/00 11:30 9.69
WV-2 Well-2 12/03/00 12:45 81.6
12/04/00 11:50 39.9
12/05/00 11:30 45.2
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Daniel B. Stephens & Associates, Inc.
6. Summary and Conclusions
DBS&A was contracted by the OSMRE to design and initiate a long-term study to investigate
possible effects of mining operations on groundwater quality and supply in domestic wells. The
study was conducted between November 2000 and December 2001 and consisted of four field
data collection periods and subsequent data analysis.
During each of the monitoring periods, field personnel attempted to collect data deemed
necessary to determine effects of mining operations on nearby domestic wells, including
vibration/blasting, water quality, and well yield data. Data from the initial monitoring period are
the most complete. Unforeseen issues in data collection and removal of sites from the study for
various reasons resulted in progressively less complete data sets in each of the remaining data
collection periods, and during the final period, only one site of the original nine selected could be
monitored.
Vibration data became more sparse as the study progressed because mine blasting was
conducted at increasingly larger distances from the study sites. Ground movements produced
by blasting activities were attenuated by the greater distances and were in many instances not
strong enough to trigger the seismographs, indicating little vibratory effect in the ground
surrounding the wells. No adverse impacts to domestic water wells from surface coal mine
blasting were measured during this study. This lack of impact is valid for peak surface ground
motions that fall within 0.125 ips (the maximum ground motion recorded at the surface during
the study).
Few changes that could be directly attributed to a blast event were observed in the water quality
and well yield data collected. Water quality parameters did change slightly over time during
measuring periods, but none of these changes seem to be related to blasting, but appeared
instead to be the result of sensor drift and mixing of the water in the well due to pump cycling.
Well yield and water level remained in a constant range throughout each individual monitoring
season.
P:\9290\SummaryRpt.4-2002\Finai.6·2002\0SMStudyTF _628.doc 27
Daniel B. Stephens & Associates, Inc.
References
U.S. Geological Survey (USGS). 1999. Coal resource assessment in the northern and central
Appalachian coal region. USGS Fact Sheet 115~99. October 1999.
Office of Surface Mining. 1986. Federal Register Cite: 51 FR 19444 (19461 ).
Robertson D.A., J.A. Gould, J.A. Straw, and M.A. Dayton. 1980. Survey of blasting effects on
ground water supplies in Appalachia. Prepared by Philip R. Berger & Associates,
Bradfordwoods, Pennsylvania. Bureau of Mines, Washington, D.C. November 1980.
P:\9290\SummaryRpt.4-2002\Finai.6·2002\0SMStudyTF _628.doc 28
Appendix A
Vibration Monitoring Methods and Results
Ground Motions Measurements Adjacent to Domestic Water Wells
Ground motions adjacent to nine domestic water wells were recorded during blasting events to determine the ground motion variation with depth below the ground surface. At each well selected for study, one tri-axial transducer was buried 0.42 ft. from the surface near each wellhead. A second transducer was buried at depth.
Two abandoned well casings and one hand-dug well were used to place transducers at depths between 9 and 20 ft. At four wells, an attempt was made to hand-dig holes as deep as possible to record ground motions. At most sites, the subsurface soils contained large gravels and cobbles, making it difficult to dig holes deeper than 3.5 ft. from the surface. At two sites, it was not possible to dig into the ground any deeper than 0.42 ft from the surface. Therefore, no second transducer was used at these two wells.
During the initial monitoring period in 2000, detailed information on the blasting activities were obtained from the mine operators. The distances from the blasting site to the wells ranged 1293 ft. to 5140 ft. away and averaged 2607 ft. Charge weights used for blasting ranged from 126 to 2076 lbs. per 8 ms (milliscond) delay. The scaled distances ranged from 56 to 343 ft./lbs. 112
•
Seismograph Equipment
Blasting-type seismographs, manufactured by LARCOR or Dallas, Texas, were used to monitor ground motions near wells. Sensors were embedded in epoxy within a water-tight housing for long-term survivability. Fifty-foot cables were used and attached to the housing aligned with the vertical geophone for ease of inserting at depth. Airblast was recorded using the surface seismograph.
Figure (1) shows the locations of geophones placed in or adjacent to wells. Geophones placed in abandoned wells were either grouted in place or encapsulated in crushed stone. Geophones placed within the ground adjacent to wells were tamped with pressure to ensure good coupling.
The following settings were used:
Ground trigger level Air trigger level Sample rate Record length Range Lowest velocity detected
Results
Vibration Data from Blasting
0.02 ips 125 dB 1248 samples/sec. 5 to 10 sec. 2.5 ips 0.005 ips
Full waveform vibration data are shown in Volume II for all blast events that were recorded. Tables ( 1) through ( 4) summarize the seismographs data recorded during fall-winter 2000, spring 2001, fall 2001, and winter 2001, respectively. Peak particle velocity (PPV), in ips (inches per
second), the frequency at the PPV, in Hz (Hertz), and the airblast, in dB (decibels) are given. Detailed blasting records were available only during the fall-winter 2000 monitoring period. Hence, Table ( 1) provides information on distances from the blast to the seismographs, maximum pounds per 8 ms delay and scaled distance. This data set is the most complete with 54 shots recorded at nine wells. Subsequent monitoring periods were not as complete due to the loss of in Kentucky site KY -1 and Virginia as previously explained. Difficulties fielding equipment contributed to smaller data sets in the 2001 monitoring periods. Additionally, mine blasting was being conducted at farther distances from the wells during 2001, compared to the distances involved during the initial 2000 monitoring period, as mining moved away from the study sites. As such, many of the mine blasts did not trigger the seismographs.
The extensive 2000 data set shows average near-surface (0.42 ft.) and at depth (from 1.1 to 20ft.) peak particle velocities (PPV) of 0.043 ips and 0.033 ips, respectively. In the spring of 2001 as mining progressed away from the well site, the average PPV values were 0.038 ips and 0.029 ips for the near-surface and at depth locations, respectively. The maximum ground motion recorded at the surface was 0.125 ips. In the fall of 2001, only surface measurements were taken. These averaged 0.026 ips, less than the average in 2000. In all cases, a decrease in average ground motions with depth was measured. In no case did ground motions at depth exceed those measured at the surface.
Frequencies at the PPV also tended to decrease with depth as the degree of confinement increased. Similarly, average frequencies decreased with successive monitoring periods. The average frequencies near the ground surface and at depth in 2000 were 17.5 Hz and 14.8 Hz. In the spring of 2001, an average surface frequency of 18.8 Hz was measured. The ground motion data at depth fell within the resolution of the instrumentation and frequencies could not be reliably calculated.
Average values for PPV and frequency at the PPV by well site are given in Tables (5) through (8). The dominant waveform frequency obtained from the Fast Fourier Transform (FFT) is also shown. The FFT frequency is a measure of the predominant frequency over the entire waveform and indicates the frequency containing most of the ground motion energy. In contrast, the frequency at the PPV (or peak frequency) is the frequency calculated from the zone-crossings for the cycle containing the PPV.
Data contained in these tables are plotting in Figures (1) through (5). The decrease in ground motion with depth is shown in Figure ( 1) for the initial monitoring season (2000) and Figures (2) and (3) for 2000 and spring 2001 combined. The linear trend for the averaged combined data is
V (average)=- 0.0015 D + 0.0421 ( )
where V is the average PPV, in ips, and D is the burial distance, in ft. The correlation coefficient (R2
) for the data is 0.38. The best-fit line through the data indicates that an average decrease in ground motion velocity of 0.0015 ips occurs per foot of depth below the ground surface. The rate of decrease is dependent on geology and coupling. Individual well site rates are given in Figure (1). For well-coupled burials depths (2ft. and below), this rate ranges between -0.002 and -0.0026 (the negative indicating a decrease with depth) ips per ft. of burial.
0.10 .---------------::::====:::;., --J!! :§. ~ 0.08 0 g w > ~ 0.06 j::: 0 :!: c ~ 0.04 0 a: (!)
w (!) ill! 0.02 w > <
~~-i:ii023--. ~.002 ~-0023 -& ~.0008
eVA-1
•KY-1 well1
DKY-1 well2
•KY-2well1
+WV-1 well1
<>WV-1 we112
eWV-2well1
0.00+-------------------------~--------------------------~
Figure (1)
0.10
$" e. ~ 0.08
0 g ~ z 0
0.06
i= 0 ::E c z
0.04 ::I 0 a: (!) w (!)
ill! 0.02 w ~
0.00
Figure (2)
0 10 20
DEPTH OF BURIAL (ft)
Average ground motion velocity versus depth of burial for fall-winter 2000 data showing the rate of decrease in ground motion velocity with depth
• • • • • ~. 0
e • •
• 0
•
e FALL-WINTER 2000
o SPRING 2001
0 10 20
DEPTH OF BURIAL (ft)
Average ground motion velocity versus depth of burial for fall-winter 2000 and spring 2001
:w a ~ 0 0 ..J w > z 0
5 :::!: c z ::1 0 0:: (!)
w (!)
~ w ~
Figure (2)
"N ;;. > a.. a.. w :I: 1-1-<(
> 0 z w ::I a w n:: LL w Cl n:: LU > <(
Figure (4)
0.10
V = -0.0015 D + 0.0421
R2 = 0.38 0.08
• • 0.06 • • •
0.04
0.02
0.00 +--------------r---------------1
30
25
20
15
10
5
0
0 10 20
DEPTH OF BURIAL (ft)
Average ground motion velocity versus depth of burial for fall-winter 2000 and spring 2001
• F = -0.232 D + 16.7
R2 = 0.06 • •
• • • .. • • •• •• • •
0 10
DEPTH OF BURIAL (ft)
Average peak frequency versus depth of burial for fall-winter 2000 and spring 2001
-4
20
~ 0 0 ...I w > z 0 i= 0 ~ c z ::::)
0 a:: (!)
10
l~~~~~~:J='---~----~-C=L~~~---D-----'~-~~-~--~---:~"----=----~~~~~J?-~~~ll --~- --r-t· ~--~-~~~:-:_ ~-~~ -~~: . ~-=: -:. -·-- -- 1---
. IOSM safe blasting limits for structures (solid line){-
····· "~-~-- __ :_-,.jo-· _. _;::.;::.:;-:::~-----,_-.,.f-... f.-- - - ·------- ---- ·- - . -- -- . -~
1 ti==~~~~~~:l==~~i:t!~~~~==J!~~~~~==l··J=:j·:~<·=~~~:f~lJ _.......!" _ _:_f::_ - - t----- _:~----~-=~ I = -_ ~ .. - ___ -___ --..-_-___ ~---- -_-_-__ -- -- ---r--,--- --t------ -- -I-- --~ -···-· '-- - t----- ··--·--t----- --1---1---'
• 0.1 ~~====~~~~-=--~-=--~~=--~t-~~~~~~-=~:rJfc-~-=·-==-~-~~~~-~~~-~r---~r-=j_,~:ti __ 3_ .. -------- --- --~----=· ) 1-1--- -0: - - -:_ __ ~r:---::t.:- ~--1---c::::
I-- - --=-r-- -- -~~ --- ----~ ~- • ------ - -- -t-f-------- --------- -- f--=;(-- ~ o .ca •tHII..-S>---1*---+ --1-----
------- .. _C?_~r-- _ ._. eo [?""_•--- ---1--- _ - 0 ·-
~~ o.o1 l§~~:;:~!~t;--~=-r-~~i--'-t'=~t---~~--~~~~~~~~---~~~aa ~ ~ ~ -~·.-:-~ ~ • Ground Surface t-- _ -t------t------t-----t---t·-f---
w r-- o Depth 1----+--+-+ -l--+---lf--- ---+--+---!--+-f---1----+----1·--f-~ --t----+--+--- ·-·-·"-I--f-- "
0.001 +----....L.--_.j,.-....J...._.j,.---l.-J.._I.....J......f.-------''---....L.--.__...J........J.......J.....J,....j.-f
1 10
FREQUENCY (Hz)
Figure (5) Peak particle velocity versus peak frequency for 2000 data
100
The best-fit trend line giving the decrease in frequency at the PPV with burial depth, shown in Figure ( 4 ), is
F (average)=- 0.232 D + 16.7 ( )
where F is the average peak frequency, in Hz, and Dis the burial distance, in ft. Figure (5) shows the relationship between peak particle velocity and frequency at the
peak for 2000 data, plotted on the Office of Surface Mining (OSM) blasting- level chart ( 1986). It is difficult to distinguish the frequency differences between surface and buried ground motions. All data fell between 5.4 Hz and 34.1 Hz
Vibration Data from Well Pumping
Well pumping did not produce detectable ground motions. The geophone placed in WV -1 well 2 at 20 ft. depth did not trigger during the 2000 monitoring period. All other geophones at depth were placed in dry (abandoned) wells or in the ground near the pumping well. It is expected that ground water pumping may produce localized ground motions that are well below the detectable limits of blasting seismographs. Hence no motion data was recorded.
References
Office of Surface Mining, (1986) Federal Register Cite: 51 FR 19444 (19461)
Table Summary of shot records and vibration and airblast monitoring at wells during the fall and winter of 2000
Charge GROUND MOTION AND AIRBLAST AT DEPTH
Scaled Well Shot Distance Weight per
Distance Peak Peak Geophone
Paak Peak
location Date Time Delay UNIT Particle Alrblast UNIT Particle
Velocity Frequency Depth
Velocity Frequency
(ft) {I b) (Mb'") (In/sec) (Hz) (dB) (ft) (In/sec) (HZ)
11/6100 16:57 1293 337 70.4 1181 0.04 12.8 118 1180 0.04 11.9
11/7/00 16:41 1380 361 72.6 1181 NO TRIGGER 1180 0.02 15
11/B/00 16:45 1293 361 68.1 1181 0.045 13.4 117 1180 0.04 13.8 VA·1 1.1
11/9/00 12:55 1380 313 1ao 1181 0.055 19.6 119 1180 0.045 19.6
11/10/00 13:20 1353 361 71.2 1181 0.055 13.8 118 1180 0.055 13.8
11/11/00 14:48 1298 361 68.3 1181 0.045 8.9 126 1180 0.045 9.1
11/13/00 16:04 4800 684 183.5 804 0.030 24.3 100 809 NO TRIGGER
11/14/00 16:18 5000 936 163.4 804 0.025 13.4 106 809 0.020 16
11/15/00 11:49 2020 828 70.2 804 0.055 20.4 112 809 NO TRIGGER KY-1
well1 11/16/00 9:07 5140 1026 180.5 804 0.020 10.6 106 3.5 809 0.020 14.2
11/16/00 16:00 2240 414 110.1 804 0.025 108 110 809 0.020 15
11117/00 12:15 1830 936 59.8 804 0.025 12.1 110 809 0.020 11.6
11/17/00 12:34 2020 1044 62.5 804 0.065 6.0 120 809 0.060 7.1
11/13/00 16:04 4760 684 182.0 849 0.03 21.3 <100 853 0.025 22.2
11/14/00 16:18 4880 936 159.5 849 O.Q35 16.0 106 853 0.025 12.8
11/15/00 11:49 2200 828 76.5 849 0,04 11.9 112 853 0.035 11.1 KY-1
well2 11/16/00 9:07 5020 1026 156.7 849 0.025 17.6 100 2.4 853 0.02 20.4
11/16/00 16:00 2420 414 118.9 849 0.025 11.6 106 853 0.025 11.1
11/17/00 12:15 1720 936 56.2 849 0.025 20.4 110 853 0.02 15
11/17/00 12:34 2310 1044 71.5 849 0.04 18.9 118 853 0.035 7.8
11120100 13:03 2000 274 120.8 849 0.025 6.7 114 809 0.025 5.9
11/20/00 16;08 2010 495 90.3 849 0.030 23.2 119 809 0.02 16.5
11/20/00 16:45 2380 211 163.8 849 0.020 28.4 100 809 NO TRIGGER KY-2
well1 11/21/00 14:37 2110 274 127.5 849 0.020 32.0 114 9.5 809 NO TRIGGER
11/21/00 15:35 1560 211 107.4 849 0.045 14.2 110 809 0.025 12.1
11/21/00 16:43 3720 807 131.0 849 0.045 28.4 100 809 NO TRIGGER
11/22/00 10:13 1960 678 75.3 849 0.030 a 110 809 0.025 5.4
11/20/00 10:32 4640 183 343.0 804 0.02 14.6 100
11/20/00 16:09 1810 495 81.4 804 0.035 16 120
11/21/00 14:38 1960 274 118.4 804 0.03 16 118 KY-2
11121/00 well2 15:35 1740 211 119.8 804 0.04 13.4 116 NOT MONITORED
11/21/00 16:41 3810 808 134.0 804 0.03 14.6 110
11/21/00 16:43 2500 209 172.9 804 0.04 21.3 110
11122/00 10:14 2210 678 84.9 804 0.02 11.1 114
11/27/00 16:56 2500 1037 77.6 1782 0.07 11.1 117 1781 0.065 16.5
WV-1 11/28/00 17:03 2230 126 198.7 1782 NO TRIGGER 2.0
1781 0.02 13.1 well1 11/29/00 9:51 4300 2076 94.4 1782 0.055 14.2 110 1781 0.05 13.4
11/30/00 11:53 3880 2076 85.2 1782 0.065 13.4 110 1781 0.06 13.8
11/27/00 16:01 2600 1037 80.7 1780 0.095 11.9 122 1779 0.025 10.8
WV-1 11/28/00 17:05 2310 126 205.8 1780 0.020 14.6 114 1779 NO TRIGGER well2
200 11/29/00 9:56 3960 2076 86.9 1780 0.090 14.6 110 1779 0.015
11/30/00 11:58 3980 2076 87.4 1780 0.070 14.2 112 1779 0.015
12/4/00 12:23 1710 481 78.0 1782 0.125 18.9 112 1780 0.07 23.2
12/4/00 17:01 2240 415 110.0 1782 0.085 24.3 112 1780 0.045 21.3
12/5/00 12:05 2440 973 782 1782 0.05 28.4 116 1780 0.03 25.6
WV-2 12/5/00 16:51 2070 625 82.8 1782 0.06 22.2 116 1780 0.035 15.5 well1
9.0 12/S/00 16:52 2520 901 84.0 1782 0.02 34.1 112 1780 NO TRIGGER
12/6/00 12:22 2460 901 82.0 1782 0.02 25.6 112 1780 0.015 21.3
12/6/00 16:48 1560 452 73.4 1782 0.085 19.6 114 1780 0.06 22.2
1217/00 12:13 2460 793 87.4 1782 O.Q35 20.4 106 1780 0.025 18.9
12/5/00 12:05 2520 973 80.8 1779 0.030 189 117
WV-2 12/5/00 16:53 2130 625 85.2 1779 0.030 32 116 NOT MONITORED
well2 12/6/00 16:50 1630 452 76.7 1779 0.060 24.3 117
1217/00 12:13 2520 793 89.5 1779 0.020 16.5 110
Table Summary of vibration and airblast monitoring at wells during the spring of 2001
GROUND MOTION AND AIR BLAST AT DEPTH
Well Shot Time
Peak Peak Geophone
Peak Peak
location Date UNIT Particle Airblast UNIT Particle Velocity
Frequency Depth Velocity
Frequency
(In/sec) (Hz) (dB) (ft) (In/sec) (Hz)
VA-1 resident on city water- no longer using well
KY-1 site flooded from sediment pond overflow - no access to wells
KY-2 seismographs did not trigger for 15 shots (trigger level not Indicated)
4/3/01 8:41 1781 0.03 12.1 114 1782 0.025 12.4
4/3/01 13:51 1781 0.03 15 110 1782 0.03 15
4/3/01 17:06 1781 0.025 10.8 114 1782 NO TRIGGER
4/4/01 11:20 1781 0.05 12.8 110 1782 0.045 13.1
4/5/01 10:34 1781 0.055 16 106 1782 0.05 15
4/6/01 10:22 1781 0.05 12.1 106 1782 0.05 12.4
4/6/01 15:43 1781 0.06 13.8 112 1782 0.06 13.4 WV-1
4/9/01 well1 12:41 1781 0.04 14.2 114 2.0 1782 0.03 15.5
4/9/01 16:35 1781 0.025 12.8 110 1782 NO TRIGGER
4/10/01 15:45 1781 0.045 14.2 116 1782 0.04 13.8
4/10/01 16:53 1781 O.Q35 13.4 100 1782 O.Q35 14.2
4/11/01 9:57 1781 0.025 8.6 116 1782 NO TRIGGER
4/12101 10:37 1781 0.035 11.6 114 1782 0.03 13.8
4/12101 12:22 1781 0.03 14.2 114 1782 0.03 12.4
4/13/01 10:30 1781 O.Q35 11.9 112 1782 0.03 12.1
4/2101 8:38 1779 0.025 15.5 114 1780 NO TRIGGER
4/3/01 13:48 1779 0.035 14.2 110 1780 NO TRIGGER
4/3/01 17:03 1779 0.025 13.1 118 1780 0.005
4/4/01 11:18 1779 0.045 11.9 110 1780 NO TRIGGER
4/5/01 10:31 1779 0.080 14.2 106 1780 NO TRIGGER
4/6/01 10:19 1779 0.055 13.8 106 1780 NO TRIGGER
WV-1 4/6/01 15:40 1779 0.055 14.6 114 1780 NO TRIGGER well2
20.0 4/9/01 12:39 1779 0.035 13.1 116 1780 NO TRIGGER
4/10/01 15:42 1779 0.035 18.2 118 1780 0.005
4/11/01 9:54 1779 0.005 119 1780 0.005
4/12/01 10:35 1779 0.030 12.8 119 1780 0.005
4/12101 12:20 1779 0.030 14.2 116 1780 NO TRIGGER
4/12/01 17:02 1779 0.025 13.4 118 1780 0.005
4/13/01 10:27 1779 0.040 12.8 114 1780 NO TRIGGER
4/16/01 16:50 1781 0.075 32 110 1782 0.04 22.2
4/18/01 16:51 1781 O.Q35 10.8 116 1782 NO TRIGGER WV-2 4/18/01 16:54 1781 0.03 well1
22.2 106 9.0 1782 0.025 10.4
4/19/01 8:55 1781 0.035 24.3 110 1782 0.025 22.2
4/19/01 16:52 1781 0.025 12.4 106 1782 NO TRIGGER
WV-2 4/16/01 16:49 1779 0.035 30.1 112 1780 0.03 34.1
well2 na
4/18/01 16:50 1779 0.025 25.6 118 1780 NO TRIGGER
na not available
Table Summary of vibration and airblast monitoring at wells during the fall of 2001
GROUND MOTION AND AIRBLAST AT DEPTH
Well Shot Time
Peak Peak Geophone
Peak Peak
location Date UNIT Particle Alrblast UNIT Particle Velocity
Frequency Depth Velocity
Frequency
(in/sec) (Hz) (dB) (ft) (In/sec) (Hz)
VA-1 resident on city water • no longer using well
KY·1 site flooded from sediment pond overflow • no access to wells
9/21/01 14:25 809 0.020 14.2 125
KY·2 9/24/01 13:53 809 0.030 14.6 100 well2
NOT MONITORED 9/25/01 12:37 809 0.030 11.6 <100
9/25/01 15:44 809 0.025 23.2 116
KY·2 9/21/01 10:32 813 0.03 9.4 118 well3 NOT MONITORED
9/22101 11:43 813 0.02 16.5 106
ave 0.026 14.917 113.000
Table Summary of vibration and airblast monitoring at wells during the winter of 2001
GROUND MOTION AND AIRBLAST AT DEPTH
Well Shot Time
Peak Peak Geophone
Peak Peak
location Date UNIT Particle Airblast UNIT Particle Velocity
Frequency Depth Velocity
Frequency
(in/sec) (Hz) (dB} (ft) (in/sec) (Hz)
VA-1 resident on city water - no longer using well
KY-1 site flooded from sediment pond overflow - no access to wells
KY-2 seismographs did nottrlgger for 15 shots (trigger level not Indicated)
WV-1 well not monitored -transducer at depth missing (NOTHING IN BUDROW'S NOTES!!) well1
12/4/01 16:44 1769 0.033 13.4 106 1905 NO TRIGGER WV-1
12/5/01 16:46 1769 0.033 15.5 110 20.0 1905 NO TRIGGER well2 12/5/01 16:50 1769 0.053 16 114 1905 NO TRIGGER
WV-2 well not monitored well1 WV-2 well not monitored well2
Table Average ground motion, airblast and frequency values for wells measured during the fall of 2001
FALL 2001
Surface At Depth
SITE WELL Peak Particle Peak FFT Peak Particle Peak FFT Velocity Frequency Frequency
Airblast Velocity Frequency Frequency
(ips) (Hz) {Hz) (dB) (ips) {Hz) (Hz)
VA-1 well1 resident on city water- no longer using well
KY-1 wetl1 site flooded from sediment pond overflow- no access to wells well2
KY-2 well-1 deep transducer cable cut
well-2 0.026 15.9 8.7 114 not monitored
well3 0.025 13.0 NA 112 not monitored
WV-1 well1 not monitored
well2 not monitored
WV-2 well 1 not monitored
well-2 not monitored
NA not available; data within the resolution of the seismograph and frequencies cannot be reliably calculated
VA-1
• 0.42 ft.
• 1.1 ft.
KY-1
well1 well2
Ill 0.42 ft. IIIII Sin.
3.5 ft. • 2.4 ft.
Figure 1 Geophone locations within or adjacent to wells
well1
WV-1
well1
• 0.42ft.
Ill 0.42 ft.
Ill
well2
• 0.42 ft.
9.5 ft.
well2
Ill 0.42 ft.
2ft.
20ft.
Figure I (cont.)
WV-2
well1 well2
Ill 0.42 ft. • 0.42 ft.
9ft.
Figure 1 (cont.)
Volume II
Full Waveform Vibration Data
FALL~ WINTER 2000
Hylton Well
File: 01181 062.DTB Event Number: 062 Date: 11/06/2000 Time: 16:57 Acoustic Trigger: 126 dB Seismic Trigger: 0.03in/s 0.762mm/s Serial Number: 1181
Amplitudes and Frequencies Acoustic (A): 118 dB @ 2.1 Hz
(0.16Mb 0.0023psi 0.0160kPa)
Graph Information Duration: 0.000 sec To: 8.500 sec
Acoustic Scale: 120dB 0.20Mb (0.050Mb/div)
Seismic Scale: Radial (R): 0.025in/s 0.635mm/s @ 21.3Hz
Vertical (V): 0.04in/s 1.016mm/s @ 12.8Hz
Transverse (T): 0.035in/s 0.889mm/s @ 10.6Hz 0.20inls (0.050in/s/div) 5.08mm/s (1.270mm/s/div)
Time Lines at: 1.00 sec intervals
Cal OK
1 .• J liR~- I Jill\ lUI Jll....J'L ..•. jlll 1\111\(1 .. _fL ___ r-1 .Ill I I I ····-·...N."l .. _______ ./"""\ ..•• j\)1 I
Cal OK
... --------·- , .. , ........ ~----··--- ....... ~--
Cal OK
v r~cv-~~' '. ''·-~-- .. -... -·----------
Cal OK
T r_~ ______ ~-------tv-,,~ _____ '"""" _____ ------_-_ ........... ___________ ...... ----~--- .. -t .I ___ L_ _______ ] _____ 1 --··-·------·····- .l... _______ L ___ _
Os --'-"Is'----- 2s _____ .. ____ 3s .. --------~~- . -~-- _ _ __ 6s___ _ __ 7~------=-Bs=----~------1
[
---- Fourier Analysis (Amplitude Spectrum- Box Window) Acoustic (A) Radial (R) Vertical (V)
1.94 Hz 4.63 Hz 12.00 Hz Transverse (T)
11.63 Hz 2 2.41£+01 2.41£+01 2.41E+OI
0-- L a, I 10 100
I
10 100 -~-r~~~n~y_<Hz) ________ _ Freq~~I!_~t_(!1z)
I
10 Fr~que~9' (Hz)
100 °1 1'o 100 _ .... _____ l::~~quency (_!:!_z) __ _
Hylton Well 26 in. deep
File: 0 1180000.DTB Event Number: 000 Date: 11/06/2000 Time: 16:57 Acoustic Trigger: 142 dB Seismic Trigger: 0.03in/s 0.762mm/s Serial Number: 1180
Amplitudes and Frequencies Radial (R): 0.03in/s 0.762mm/s @ 11.1Hz
Graph Information Duration: 0.000 sec To: 8.500 sec
Seismic Scale: Vertical (J1: 0.04in/s 1.016mm/s @ 11.9Hz
Transverse (F): 0.02in/s 0.508mm/s @ 20.4Hz 0.20in/s (0.050in/s/div) 5.08mm/s (l.270mm/s/div)
Time Lines at: 1.00 sec intervals
~R ~WvA·v-"·--·-.'~·--.-" -··-~-·-- ----
t I v r· ~"-~·-~- -----
fT ~·~~' ' _:_·~-----~~- __ , ____ __:___-·-··:~~- ______ ~________ L__ ... __ t_ ___ _
Cal OK \
/ \ -, I .
\/
Cal OK \
-- "\\// \
Cal OK /\
!/ '\ \j -
\
Os Is 2s -~-- ___ 4~_ 5s _6s ____ __?J.__ _____ J~~---·~--------1 Fourier Analysis (Amplitude Spectrum- Box Window)
2.10E+OI
0· I
Ra_dial (R) Vertical (V) Transverse (T) 11.63 Hz 11.94 Hz 9.44 Hz
2.10E+OI 2.10E+OI
..rf I
-- I --·-
10 100 ------·----· I -----·
lO I--
10 100 lOO _ yrequency f!::!_z) Frc_que11_cy (~L- _ Frequ~~CJ_(Hz)
Hylton Well 26 in. deep
File: 0118000l.DTB Event Number: 001 Date: 11/07/2000 Time: 16:41 Acoustic Trigger: 142 dB Seismic Trigger: 0.02inls 0.508mm/s Serial Number: 1180
Amplitudes and Frequencies Radial (R): O.Ol5inls 0.38Imm/s @I 1.9Hz
Graph Information Duration: 0.000 sec To: 8.500 sec
Seismic Scale: Vertical (V): 0.02in/s 0.508mm/s @ 15.0Hz
Transverse (T): O.Olin/s 0.254mm/s @ IO.OHz 0.20in/s (O.OSOinls/div) 5.08mm/s (1.270mm/s/div)
Time Lines at: 1.00 sec intervals
Cal OK
---- -- -\\};/\\_
t~~~~~ L -· ------------ I ··----- I l____ _ _ _____j_ ---- I J .. ·-·------
Cal OK (\
--- I\ \;
Cal OK /\
\ I ' \,/
Os -- I;,---- --28 __________ _3s _______ 4s ?s__ __ _ ___ ____§~ 7s _____ ..;;:8~s ----------1 Fourier Analysis {Amplitude Spectrum - Box Window)
1.77£+01
0----1
Radial (R) Vertical (V) Transverse (T) 2.19 Hz 7.00 Hz 1.88 Hz
1.77E+Ol
;vi __ 1 ____________ trli"'YIIWitil'lll.lolill I ---~
10 100 10 100 _ _!rcque~cy (Hz) F~c_9~ncy (I:J:~- __
1.77E+Ol
0 ------1
I
10 _ _Frequency_illz)
...... --------------------~------- -----
100
Hylton Well
File: 01181 063.DTB Event Number: 063 Date: 11108/2000 Time: 16:45 Acoustic Trigger: 126 dB Seismic Trigger: 0.02in/s 0.508mm/s Serial Number: 1181
Amplitudes and Frequencies Acoustic (A): 117 dB@ 2.9 Hz
(0.14Mb 0.0020psi 0.0140kPa)
Graph Information Duration: 0.000 sec To: 8.500 sec
Acoustic Scale: 120dB 0.20Mb (0.050Mb/div)
Seismic Scale:
Radial (R): 0.025in/s 0.635mm/s @ 12.4Hz
Vertical (JI): 0.045in/s 1.143mm/s @ 13.4Hz
Transverse (T): 0.04in/s 1.016mm/s @ 8.2Hz 0.20in/s (0.050in/s/div) 5.08mm/s (1.270mm/s/div)
Time Lines at: 1.00 sec intervals
Cal OK _.r"""'l...._..J""""""L..____ _ 1 n _______________ ___r--- 1
Cal OK
Cal OK
v ~>'
Cal OK
T
tc-:_~::~'~WW\A"-'--~- :· --~-----~ -- ----~:~=--~, :-~~-~~-=---, ---·==---~ ___ -_I----
Os ls 2s 3s 4s _____ 5§___ _ _ -~ 7s _8'--"-s---~ -~------;
Acoustic (A) 1.38 Hz
Fourier Analysis (Amplitude Spectrum - Box Window) Radial (R) Vertical (V)
5.06 Hz 3.94 Hz Transverse (T)
10.88 Hz 1.40E+02 3.06E+Ol 3.06E+Ol 3.06E+OI
0-I L.AL
10 100 I 10 100 _ Fre~~E~_L(l::l~l_ ____________ _ ~'requen?Y (Hz)
01 ------t'o--- 100
_ _________ Frequency (!:!zj _________ _
01 - ------ t'o
Freque_~~_Q!?) 100
Hylton Well 26 in. deep
File: 01180002.DTB Acoustic Trigger: 142 dB
Event Number: 002 Date: 11/08/2000 Time: 16:45 Seismic Trigger: 0.02in/s 0.508mm/s Serial Number: 1180
Amplitudes and Frequencies Radial (R): 0.035in/s 0.889mm/s @ 9.4Hz
Graph Information Duration: 0.000 sec To: 8.500 sec
Seismic Scale: Vertical (V): 0.04in/s 1.016mm/s @ 13.8Hz Transverse (T): 0.02in/s 0.508mmls @ 11.6Hz 0.20in/s (0.050in/s/div) 5.08mm/s (1.270mrnls/div)
lv -"V'.,~ft/"'·"-- - - - --- - -
T
Time Lines at: 1.00 sec intervals
[~~~~=~~=--= .--!.---· .. I _______ I _______ I ------=~
Cal OK /\ ·\; \.
Cal OK
l\ .\ I -\,_/
Os Is 2s _ __)_~--- _. __ 4_s_______ 5s 6s 7s --:---~8so:.__ _____ _ Fourier Analysis (Amplitude Spectrum - Box Window)
2.59E+01
Radial (R) Vertical (V) Transverse (T) 5.94 Hz 9.75 Hz 10.75 Hz
2.59E+01
I I
10 100 10 Frequ~~9'.J!!Z) _____ X~~guency (Hzl_ _____ _
100
2.59E+01
0 ---1
I
10 100 T~9.~~J1CY (H~)_ .. -·----- ..
Hylton Well
File: 01181 064.DTB Event Number: 064 Date: 11/09/2000 Time: 12:55 Acoustic Trigger: 126 dB Seismic Trigger: 0.02in/s 0.508mm/s Serial Number: 1181
Amplitudes and Frequencies Acoustic (A): 119 dB @ 6.5 Hz
(0.18Mb 0.0026psi 0.01 80kPa)
Graph Information Duration: 0.000 sec To: 8.500 sec
Acoustic Scale: 120dB 0.20Mb (0.050Mb/div)
Seismic Scale:
Radial (R): 0.025inls 0.635mrn/s @ 8.2Hz
Vertical (V): 0.04inls 1.016mm/s @ 10.6Hz
Transverse (T): 0.055in/s 1.397mm/s @ 19.6Hz 0.20inls (0.050in/s/div) 5.08mm/s (1.270mm/s/div)
Time Lines at: 1.00 sec intervals -------------------------------------~----
Cal OK
Cal OK
Cal OK
~~~-~---- ----------- ---------
Cal OK
~I_.,,~~~~--"'-'"---=------- -L~~-----L_--·.,-=--=~~ ~-------~~-----~- 1 Os Is 2,.s ____ 3s _____ 4s ____ 5~-- ___ 6~ _____ ]_~ r- Fourier Analysis (Amplitude Spectrum- Box Window)
Ss------------1
1 Acoustic (A) Radial (R) Vertical (V)
I 1.19 Hz 2.00 Hz 8.63 Hz
5.86E+Ol 2.03E+Ol 2.03E+Ol
~J too 01 - ------ 110 -··I -~··~ltfl#illll-
10 100 ---------- I··-
10 Frequency_(~! _ Freque~cy_(l:lz) _ ______ _ _ Frequ~~-~>:__(Hz)
Transverse (T) 4.69 Hz
2.03E+Ol
I
10 _________________ Frequen~y_(J:::lz)_
100
Hylton Well 26 in. deep
File: Oll80003.DTB Acoustic Trigger: 142 dB
Event Number: 003 Date: 11/09/2000 Time: 12:55 Seismic Trigger: 0.02in/s 0.508mm/s Serial Number: 1180
Amplitudes and Frequencies Radial (R): 0.045in/s 1.143mm/s @ 19.6Hz
Graph Information Duration: 0.000 sec To: 8.500 sec
Seismic Scale: Vertical (V): 0.04in/s l.OI6mm/s @ 6.4Hz
Transverse (T): 0.02in/s 0.508mm/s @ 26.9Hz 0.20in/s (0.050inls/div) 5.08nun/s (1.270mm/s/div)
Time Lines at: I.OO sec intervals
fT"=~ -~- -~- -----=-·· --~L_ ------·' -···------' -----------'··
Cal OK
/\ -, / -
\;
Cal OK
\ / \/
/\
Cal OK
' ;\_ \ /
•J
Os Is 2~- ~-- ___ 4s__ ·--5~--- 6s 7s _ __8=s'-----~··-·~-
1.83E+OI
Fourier Analysis (Amplitude Spectrum - Box Window) Radial (R) Vertical (V) Transverse (T)
5.06 Hz 4.56 Hz 1.88 Hz
____ I_,_
10 Freguc:n_9' (H_z)
100
1.83E+OI
0 ---- -I
··--·-----I
10 _ -· ___ Freque~~r_(Hz)
1.83E+OI
._L 10 100
_X~~_g_uency (~L ...
Hylton Well
File: 01181066.DTB Event Number: 066 Date: 11/10/2000 Time: 13:20 Acoustic Trigger: 126 dB Seismic Trigger: 0.02in/s 0.508mm/s Serial Number: 1181
Amplitudes and Frequencies Acoustic (A): 118 dB @ 4.6 Hz
(0.16Mb 0.0023psi 0.0 160kPa)
Graph Information Duration: 0.000 sec To: 8.500 sec
Acoustic Scale: 120dB 0.20Mb (0.050Mb/div)
Seismic Scale:
Radial (R): 0.035inls 0.889mm/s @ 18.2Hz
Vertical (Jl): 0.055in/s 1.397mm/s @ 13.8Hz
Transverse(!'): 0.04in/s 1.016mm/s @ 14.6Hz 0.20in/s (0.050in/s/div) 5.08mm/s (1.270mm/s/div)
R ~-~~'V'fv'-/'V'''V-~~--
v r~~~-~---
rr--"-- ..
Time Lines at: 1.00 sec intervals
Cal OK I - ""L_f1 __________ _
Cal OK
Cal OK
Cal OK T [_-_: __ :~v-==--·-~-~ :----~-:~----- -_1__:-.. ----~-------- '--------~~---L -----=-~~-~------·- Is 2s 3s ___ 4s Ss ____ 6s _____ 7_s ---'8=s ______ _
Acoustic (A) 4.81 Hz
6.80E+01
01 ------ ------t'o
Frequcn~y_(_li~)
Fourier Analysis (Amplitude Spectrum - Box Window) Radial (R) Vertical (V) 10.06 Hz 9.88 Hz
3.00E+OI 3.00E+01
--------I 10 100 100
01 ~.-{____ 1'o
___ . ___ Freque~~Y-~~) _ Fre~en_cy (liz)
Transverse (T) 9.88 Hz
3.00E+01
--\
1oo 01 - ---·-- 1'o 100
_ _ _ ______ Fl1)g~~_ncy (Hz) ____ _
Hylton Well 26in.deep
File: 0 1180004.DTB Acoustic Trigger: 142 dB
Event Number: 004 Date: 11/10/2000 Time: 13:20 Seismic Trigger: 0.02in/s 0.508mm/s Serial Number: 1180
Amplitudes and Frequencies Radial (R): 0.04inls 1.016mm/s @ 12.4Hz
Graph Information Duration: 0.000 sec To: 8.500 sec
Seismic Scale: Vertical (J?: O.OSin/s 1.27mm/s @ 14.6Hz Transverse (T): 0.03inls 0.762mm/s @ 8.2Hz 0.20in/s (0.050in/s/div) 5.08mm/s (1.270mm/s/div)
Time Lines at: 1.00 sec intervals
Cal OK
\\;/ /\
Cal OK T -, 1/\
\; [~"~''''v= ,- - -~ ~- .~ --~ ~-Os ls 2s__ _ ___ _}s _________ 4s ___ _1~- ____ _Ji_s_ _ __ _7_s __ R=s'------------i
Fourier Analysis (Amplitude Spectrum- Box Window)
2.90£+01
Radial (R) Vertical (V) Transverse (T) 9.88 Hz 11.69 Hz 10.13 Hz
-·-·-·---- I ---·-
10 100
2.90E+OI
0 -l
I
lO 100
2.90E+OI
0 -l lO
______________ r~~e9~ency (Hz) ..... ~~9~~-~c_y(Hz) ... __ _Ircque_ncy (Hz) _
Hylton Well 26 in. deep
File: 01180005.DTB Acoustic Trigger: 142 dB
Event Number: 005 Date: 11/11/2000 Time: 14:48 Seismic Trigger: 0.02in/s 0.508mm/s Serial Number: 1180
Amplitudes and Frequencies Radial (R): 0.045in/s 1.143mm/s @ lO.OHz
Graph Information Duration: 0.000 sec To: 8.500 sec
Seismic Scale: Vertical (V): 0.04Sin/s 1.143mm/s @ 9.1Hz
Transverse (T): 0.025in/s 0.635mm/s @ 10.8Hz 0.20in/s (0.050in/s/div) 5.08mm/s ( 1.270mm/s/div)
Time Lines at: 1.00 sec intervals
r~~v~~~~~---·· ,, ........ ~--r ~V\J\1\,~- ~ - ~~
T
f -~-:~ yv=~-~ ~-_-_· . .L___ . - _l____ . ..!....____ ··--'----- -------'------ -----------~--
Cal OK
\;(\
Cal OK /\
\j/ \.
Cal OK
/\ \ I ,_ \;
Os Is 2s 3s ... 4_s ________ 5~ ____ §s ____ 7s ---=8-=-s -----~ Fourier Analysis (Amplitude Spectrum ~ Box Window)
Radial (R) Vertical (V) Transverse (T) 6.00 Hz 5.94 Hz 6.13 Hz
5.61E+OI
J\!V1vv 01-- ........... I
I 10 100 ... ____________ Frequency ~Hz)_ ___ _
5.6JE+OI
/~) 0 ··--··
I I
10 F!equenc)'~!:l_zl___ ...
---------------------- ·-·--
5.61E+Ol
100 0 J\~ ~ 'lMM._
I 10 100 Frequency(f:Iz)
Hylton Well
File: 01181067.DTB Event Number: 067 Date: 11111/2000 Time: 14:48 Acoustic Trigger: 126 dB Seismic Trigger: 0.02in/s 0.508mm/s Serial Number: 1181
Amplitudes and Frequencies Acoustic (A): 126 dB@ 5.5 Hz
(0.42Mb 0.0061 psi 0.0420kPa)
Graph Information Duration: 0.000 sec To: 8.500 sec
Acoustic Scale: 126dB 0.40Mb (O.lOOMb/div)
Seismic Scale:
Radial (R): 0.035inls 0.889mm/s @ I L6Hz
Vertical (V): 0.045in/s l.143mm/s @ 8.9Hz
Transverse (T): 0.04inls L016mm/s @ 11.3Hz 0.20in/s (0.050in/s/div) 5.08mm/s ( 1.270mm/s/div)
r-· · ~J~crJ\M·-~ R f- -~~-~- .. --~ .
IV ~·1,)\,J',j\r.J\.j'w·,_"l'v --"---------- -----·---
~
Time Lines at: 1.00 sec intervals
T r_-__ --- ·•·wJ·""_r __ "~fV""1·---~"-- -- ·---·------------ --------- -- "------- ---"·-------
~ ···------- l I -----··· I ··-····------I . -------··· I ·------- ] _______ .. -. __ _! ____ "
Cal OK
Cal OK
Cal OK
Cal OK
Os Is 2s _ _ _ ___h_ _"____±L_"_" --~- _ _ __ j.l~_ __"_~s _ _____:8~s:_______ ____ _
[
Fourier Analysis (Amplitude Spectrum - Box Window) Acoustic (A) Radial (R) Vertical (V) Transverse (T)
1. 75 Hz 6.13 Hz 5.88 Hz 6.38 Hz 1 5.37E+01 5.37E+OI 5.37E+OI
I
10 F_I_""q"uency (Hz)
100
)\ 0 "' ..
I I_"_~
10 100 frequency (~2 _ _ _
J\) •I\ I 0 . - .... I
1 10 100 Freque~~X (Hz)
Banks Well
File: 00804032.DTB Event Number: 032 Date: 11113/2000 Time: 16:04 Acoustic Trigger: 126 dB Seismic Trigger: 0.02inls 0.508mm/s Serial Number: 804
Amplitudes and Frequencies Acoustic (A): 100 dB @ 0.0 Hz
(0.02Mb 0.0003psi 0.0020kPa)
Graph Information Duration: 0.000 sec To: 8.500 sec
Acoustic Scale: I 20dB 0.20Mb (0.050Mb/div)
Seismic Scale:
Radial (R): 0.03in/s 0. 762mm/s @ 24.3Hz
Vertical (V): 0.0 15inls 0.381 mrnls @ O.OHz
!Transverse (F)' 0~25inls 0.635mmis @ 18.2Hz 0.20inls (0.050inls/div) 5.08mm/s (1.270mm/s/div)
Time Lines at: 1.00 sec intervals
(~-
f-~--- . .. .. --------~v-.-~ -- --- ---.----------- - - -- --
T ~---~..-v'vVV"V""""v-~v----~------- ---- -- -- --·------~---~--------------------------· ----------··-
~ . .I ----------···---··--__L_ _____________ l..... I .. L _____ J.. Os Is 2s 3s 4s Ss 6s -----J,7=--s-
Acoustic (A) 1.00 Hz
----------
Fourier Analysis (Amplitude Spectrum - Box Window) Radial (R) Vertical (V)
6.44 Hz 4.31 Hz
-I_
Ss
Cal OK
Cal OK
Cal OK
Cal OK
Transverse (T) 6.56 Hz
l.63E+Ol 3.17E+Ol 3.17E+OI 3.17E+Ol
- 0~ 10 100 I 10 100
I
10 100 Frequency (Hz) ___________________ t:requency (Hz)_ _______ _ Freque!lcy (H~)
Banks Well
File: 00804040.DTB Event Number: 040 Date: 11/14/2000 Time: 16:18 Acoustic Trigger: 126 dB Seismic Trigger: 0.02in/s 0.508mm/s Serial Number: 804
Amplitudes and Frequencies Acoustic (A): 106 dB@ 0.0 Hz
(0.04Mb 0.0006psi 0.0040kPa)
Graph Information Duration: 0.000 sec To: 8.500 sec
Acoustic Scale: 120dB 0.20Mb (0.050Mb/div)
Seismic Scale:
Radial (R): 0.02in/s 0.508mm/s @ 8.3Hz
Vertical (V}: 0.015in/s 0.38lmm/s @ O.OHz
Transverse (T): 0.025in/s 0.635mm/s @ 13.4Hz 0.20in/s (0.050in/s/div) 5.08mmls (1.270mm/s/div)
Time Lines at: 1.00 sec intervals
A ~ --- -- ------
1"1. -----, __ r r ~ -.._r- ..
i
R 1-.- ~~--vv--V'-1'--'YA-"-'/'•J ~- ....
c~~~~------------------------------ -------T t:···vv·V'\f\rvv·-~-~~----· ...•.. -. ---~J·---·· ----~~~-----··· ~---·.
-------- J -----------1.. -------- . .1 ···-----I ·--·-··----~- ---·-·· l ______ I __
Os Is 2s 3s 4s 5s 6s 7s r - ----· ----------- ··-···--- ------- ------ -----Fourier Analysis (Amplitude Spectrum - Box Window)
Acoustic (A) 1.50 Hz
Radial (R) Vertical {V) 6.50 Hz 1.63 Hz
Cal OK
Cal OK
Cal OK
Cal OK
I··---·
8s
Transverse (T) 9.56Hz
3.0lE+OJ 2.83E+OI 2.83E+OI 2.83E+OI
I
10 100 0 ·-------I-··--···
10 ___ F~guency(~~-) _ ~!~guefi~Y_£~)
100
Banks Well 3.5 ft. deep
File: 0080908 I .DTB Acoustic Trigger: 142 dB
Event Number: 081 Date: 11/14/2000 Time: 15:15 Seismic Trigger: 0.02in/s 0.508mm/s Serial Number: 809
Amplitudes and Frequencies Radial (R): 0.02in/s 0.508mm/s @ 16.0Hz
Graph Information Duration: 0.000 sec To: 8.500 sec
Seismic Scale: Vertical (V): O.Olin/s 0.254mm/s @ O.OHz
Transverse (T): 0.02in/s 0.508mm/s @ 14.2Hz 0.20in/s (0.050in/s/div) 5.08mm/s (l.270mm/s/div)
Time Lines at: 1.00 sec intervals
R
T ~-~o•,0•vvc v ·~--~-- . ----
__ t ____ . . .. L_________ _ __ ...L..__________ _L________ I.------ __ _J___________ ... __1.___ ______ _
Cal OK /\ \I ,_
\/
Cal OK
/\ \ I -\/
Os ls __ 2s -----~- _____ '!_s_ _ _____ &___ ---~---- ___ _7_s ____ S~s:__~------1
2.51E+OJ
0 -I
Fourier Analysis (Amplitude Spectrum - Box Window) Radial (R) Vertical (V) Transverse (T)
6.44 Hz 9.75 Hz 10.25 Hz 2.51E+Ol 2.51E+Ol
100 °J - 10 100 I
10 ____ -~requency(~) __ _ -- - -- xrequency (~&___ --
Banks Well (no depth)
File: 00804042.DTB Acoustic Trigger: 126 dB
Event Number: 042 Date: 11/15/2000 Seismic Trigger: 0.02in/s 0.508mm/s
Time: 11:49 Serial Number: 804
Amplitudes and Frequencies Acoustic (A): 112 dB @ 2.1 Hz
(0.08Mb 0.0012psi 0.0080kPa)
Graph Information Duration: 0.000 sec To: 8.500 sec
Acoustic Scale: 120dB 0.20Mb (0.050Mb/div)
Seismic Scale:
Radial (R): 0.055in/s 1.397mm/s @ 20.4Hz
Vertical (V): 0.025in/s 0.635mm/s @ 11.9Hz
Transverse (T): 0.025in/s 0.635mm/s @ 7.0Hz 0.20in/s (0.050in/s/div) 5.08mm/s ( 1.270mm/s/div)
Time Lines at: 1.00 sec intervals
Cal OK A
I \ I .JL..JL __ J~"""'LL-__
Cal OK R
I Cal OK v
~-~: --·--r-..,1\_i\.f\f\,- v·~-. 1\1\N\.r..J"-- ._r .. _;·,J• . ./"'-. _,. __ ·' --~---- -- - - -- --·- -~--- -----------·---
T
~ ·~--~·V·\~=~~ V' I --~~-~-===-- I_ _ __ L _________ I __ I -· ·-----
Os Is 2s __ ____l_L__ 4s_ 5s 6s _____ _7s 8S
Acoustic (A) 2.13 Hz
6.99E+Ol
1 ()(
l _______ -
Fourier Analysis (Amplitude Spectrum - Box Window) Radial (R) Vertical (V)
6.25 Hz 2.50 Hz 8.31E+Ol 8.31E+Ol
V'-J~/ 0 1 ______ 110 100
_______ _I:_r~quency (Hz) _____________ frequency (Hz)
Transverse (T) 6.44 Hz
8.31E+Ol
.~_L 100 1 10 100
___________ _!req~e!lCY (liz)
Banks Well
File: 00804045.DTB Acoustic Trigger: 106 dB
Event Number: 045 Date: 1 I I 1 6/2000 Seismic Trigger: 0.02in/s 0.508mm/s
Time: 09:07 Serial Number: 804
Amplitudes and Frequencies Acoustic (A): 106 dB@ 0.0 Hz
(0.04Mb 0.0006psi 0.0040kPa)
Graph Information Duration: 0.000 sec To: 8.500 sec
Acoustic Scale: 1 20dB 0.20Mb (0.050Mb/div)
Seismic Scale:
Radial (R): 0.02in/s 0.508mm/s @ 10.6Hz
Vertical (V): 0.015in/s 0.38lmm/s @ O.OHz
Transverse (1): 0.02in/s 0.508mm/s @ 16.0Hz 0.20in/s (0.050inls/div) 5.08mm/s ( 1.270mm/s/div)
A I
I R
Time Lines at: 1 .00 sec intervals
--- ----- I r \.-1 1 -···----- -· 1 - '""L_ ___ ,,,,
t ~~~- ~- - - - --- ---- -~-
~~- "~-~- .. -. - -
T ~ • --..Jvv-"v--y,,·."V"~~----· --- ·----"- -- -- -------- '- --
1 ··--·---l --------1. -------· __ _j___ .. ! _ _L_ __ . I ------ J ____ _
Os Is 2s_ 3s ___ -~- 5s ~-- ______]J__ -- - ___J______ --
8s
Cal OK
Cal OK
Cal OK
Cal OK
Fourier Analysis (Amplitude Spectrum - Box Window) Acoustic (A)
l.OO Hz 2.22E+Ol
-~ 10 100
~r~~~l}CY (Hz)
2.03E+Ol
Radial (R) Vertical (V) 6.44 Hz 11.38 Hz
2.03E+Ol
, __ 'M_MIIilll 10 100
01-- 10 100 ~~_9uency_ (!i_z) __ f:!~quency __{lfZ:~
Transverse (T) 11.88 Hz
2.03E+Ol
A 0 ------ --I--
1 lO 100 ___ [:!_e9uency__Lf!z)
Banks Well 3.5 ft. deep
File: 00809083.DTB Acoustic Trigger: 142 dB
Event Number: 083 Date: 11116/2000 Seismic Trigger: 0.02in/s 0.508mm/s
Time: 09:06 Serial Number: 809
Amplitudes and Frequencies Radial (R): 0.02in/s 0.508mm/s @ 14.2Hz
Graph Information Duration: 0.000 sec To: 8.500 sec
Seismic Scale: Vertical (V): O.Olinls 0.254mm/s @ O.OHz
Transverse (T): O.Olinls 0.254mm/s @ O.OHz 0.20in/s (0.050in/s/div) 5.08mm/s (1.270mm/s/div) r-- Time Lines at: 1.00 sec intervals
tR ____ .,,.,v-- A~'"'"""" -- ' ~ ~-- -------- - ------··
tv""""'"""------- -. ---- ·-- -·-·-------·· I fJ., '"A"'~'-"" --' ,_ ---"
[_ I __ ___L__ •. ····---·--__.l___·---···· _ __.l_______ .. L ---·-·· _L____ .. ____ ..L___
Cal OK 1\ -\ I ,_
\l
Os Is 2~------- 3s _____ 4s _____ Ss _ 6s ___ 7s ------=-&s=----~-----1 Fourier Analysis (Amplitude Spectrum - Box Window)
Radial (R) Vertical (V) Transverse (T) 6.44 Hz 10.19 Hz 10.38 Hz
2.19E+Ol 2.19E+Ol 2.19E+OI
I . I
10 100 10 100 ___ Frcquc~cy (H_Z:) _________ Frequency!~) _
Banks Well
File: 00804048.DTB Acoustic Trigger: 106 dB
Event Number: 048 Date: 11/16/2000 Seismic Trigger: 0.02in/s 0.508mrnls
Time: 16:00 Serial Number: 804
Amplitudes and Frequencies Acoustic (A): 110 dB@ 0.0 Hz
(0.06Mb 0.0009psi 0.0060kPa)
Radial (R): 0.025in/s 0.635mm/s @ 10.8Hz Vertical (V): 0.02in/s 0.508mm/s @ 11.6Hz
Transverse (F): 0.02in/s 0.508mm/s @ 13.8Hz
Graph Information Duration: 0.000 sec To: 8.500 sec
Acoustic Scale: 120dB 0.20Mb (0.050Mb/div)
Seismic Scale: 0.20in/s (O.OSOin/s/div) 5.08mm/s (1.270mrnls/div)
Time Lines at: 1.00 sec intervals
A ___ J..I I r---..."\._n_,
Cal OK /\
-"--./ v t ~ R r '~V~,~-----~v~~~e-~ ~ e-.. --·---------------------- ------------------·--·-----------·-~------
T I--~·-....~ ... --.---,··"\.'"'·"· ·V"\/'..._........'\..-............. - ..•. - -~--~---
~------·-· I·--------- 1 ... ____ ___j__ __ ----- J. __ .... _/ _j___ _ _____ ! ---- --------1..
Cal OK
Cal OK
Cal OK
,os ___ ___::_:ls'--------~ _____ 3_s ______ !s _______ ~- _ 6s _ 7s ---"'8s"-----~----.j
Fourier Analysis (Amplitude Spectrum- Box Window) Acousth: (A)
1.56 Hz 3.94E+Ol
0 ... 1
. '-~'"fl_l~ ...... 10
Frequenc_)'_(Hz) _ 100
Radial (R) Vertical (V) 7.25 Hz 11.56 Hz
3.65E+Ol 3.65E+Ol
\r 0 ., -· I
·-·-I
10 100 _Xr:_equency Jllz) ____ __
Transverse (T) 6.56 Hz
3.65E+Ol
.~Jiv e
I 10 ... -~~quency (Hz)
100
Banks Well
File: 00809084.DTB Acoustic Trigger: 142 dB
Event Number: 084 Date: 11/16/2000 Seismic Trigger: 0.02in/s 0.508mm/s
Time: 15:59 Serial Number: 809
Amplitudes and Frequencies Radial (R): 0.02in/s O.S08mm/s @ 15.0Hz Vertical (V): 0.015in/s 0.381mm/s @ O.OHz
Transverse (T): 0.02in/s O.S08mm/s @ 14.2Hz
R
Graph Information Duration: 0.000 sec To: 8.500 sec
Seismic Scale: 0.20in/s (0.050in/s/div) 5.08mm/s (1.270mm/s/div)
Time Lines at: 1.00 sec intervals
t""" """""'" "'~','~-- ----Cal OK
v ~---v'~""""''vV'"-/V',·-·JVV"'" ··- ·-- --~-
1\ \I -\\.
~ T ~ .-.r.."-~\r"V'"-'V'J•I\.• -"-',r" , ---~ -.- - - " .
I ___ _____L_______ l. .. L___ .. ___ ___l_____ _ .1_______ .. ___ _i ___ _
Os ls _._]_s _____ J_s _____ J:L___ _ 5s ________ §~ ___ _]_§__ _ __8:::::S:__ _____ _
3.37E+Ol
Fourier Analysis (Amplitude Spectrum~ Box Window) Radial (R) Vertical (V) Transverse (T)
7.19 Hz 11.56 Hz 6.56 Hz 3.37E+OI
I
10 100 100 Frequency (Hz) ______________ _
3.37E+Ol
/vii 0 ... ··-- --
1 I
10 __ ---~'requenc_¥J!:i!) __
100
Banks Well
File: 00804056.DTB Event Number: 056 Date: 11117/2000 Time: 12:15 Acoustic Trigger: 106 dB Seismic Trigger: 0.02in/s 0.508mm/s Serial Number: 804
Amplitudes and Frequencies Acoustic (A): 110 dB@ 0.0 Hz
(0.06Mb 0.0009psi 0.0060kPa)
Graph Information Duration: 0.000 sec To: 8.500 sec
Acoustic Scale: 120dB 0.20Mb (0.050Mb/div)
Seismic Scale:
Radial (R): 0.025in/s 0.635mm/s @ 12.1Hz
Vertical (Ji): O.Olin/s 0.254mm/s @ O.OHz
Transverse(!'): 0.015in/s 0.38lmm/s @ O.OHz 0.20in/s (0.050in/s/div) 5.08mm/s (1.270mm/s/div)
f
Time Lines at: 1.00 sec intervals
Cal OK
·· - ·---.; UL...,u 11 ··---!" 1 ·--- ·-
Cal OK
Cal OK
R ~-----.NI._'-'V'-~---,--- ---------~~---- ----------- -~-
-------------- ----------- ---------·------f~ ~'-Cal OK
T
[ __ '"-~~~L"'-- '·'~=~---- __ ./ ··---- --~---------· --------1._-____ --- ___ ------~~------ - _L__ __ ::-_____ L ____ _
Os Is 2s 3s ~-- ____ _1_~- __ 6~- ______ ?s 8s Fourier Analysis (Amplitude Spectrum ~ Box Window)
Acoustic (A) 2.25 Hz
1.50E+OI
I -----------] 0 100
X_r~_g~~ncy (~) ___ _
L---------- ···---
1.77E+OI
Radial (R) Vertical (V) 9.44 Hz 2.63 Hz
• ----- _ 1 _ _____ llfiiiiMI _____ Iildi 10
Freq~~~cy_~Hz) 100
1.77E+OI
01 ----I'o-- 100
_ _Xre9uenc~j!:!_zl __ _
Transverse (T) 6.31 Hz
l.77E+OI
0 1 - ------- 1'o too
Freq_l!ency (H~L ______ _
Banks Well 3.5 ft. deep
File: 00809085.DTB Event Number: 085 Date: 11117/2000 Time: 12:14 Acoustic Trigger: 142 dB Seismic Trigger: 0.02in/s 0.508mm/s Serial Number: 809
Amplitudes and Frequencies Radial (R): 0.02in/s 0.508mm/s @ 11.6Hz
Graph Information Duration: 0.000 sec To: 8.500 sec
Seismic Scale: Vertical (V): O.Olin/s 0.254mm/s @ O.OHz
Transverse (T): 0.01in/s 0.254mm/s @ O.OHz 0.20in/s (0.050in/s/div) 5.08mm/s (1.270mm/s/div)
Time Lines at: 1.00 sec intervals
T
~'"N~~V'-=~A'""'~~---- -~ 1. ···---L- ... ____ ___L______ _ I L___ _ ... .1 ____ _
O~s:.._ ___ _:l~s _____ 2_s _____ _ 3s 4s _______ S_s __ ---·· 6s. ___________ }s ---'8_s __ _
Fourier Analysis (Amplitude Spectrum- Box Window)
Cal OK
-\~-
Cal OK /\
\ // \_ \
Radial (R) Vertical (V) Transverse (T)
1.89E+OI 5.75 Hz 9.94 Hz 9.50 Hz
1.89E+Ol
l\h~ 0 --·--------- I
I 10 I
10 100
_ -~E-~9~!J1CY (Hz) .. _____ YE~gu_ency (Hz)
-~ 100
1.89E+Ol
-v\rl 0----
1 • I
10
·-----~~~-~ency_Lii_~----- _ 100
Banks Well
File: 00804058.DTB Acoustic Trigger: 106 dB
Event Number: 058 Date: 11117/2000 Seismic Trigger: 0.02in/s 0.508mm/s
Time: 12:34 Serial Number: 804
Amplitudes and Frequencies Acoustic (A): 120 dB@ 2.0 Hz
(0.20Mb 0.0029psi 0.0200kPa)
Graph Information Duration: 0.000 sec To: 8.500 sec
Acoustic Scale: 120dB 0.20Mb (O.OSOMb/div)
Seismic Scale:
Radial (R): 0.065in/s 1.651mm/s @ 6.0Hz
Vertical (V): 0.025in/s 0.635mm/s @ 12.4Hz
Transverse (F): 0.04in/s 1.016mm/s @ 15.0Hz 0.20in/s (0.050in/s/div) 5.08mm/s (1.270mm/s/div)
Time Lines at: 1.00 sec intervals
I-A ~----···· //\ ,/'\
I ""L1 \ •• I I ,, / \ ,-- L . ...r.l. I I . - .I '-____,_--1"""11 11
'\ ILJ ,l r·J \ ,~ "L-J 1 I
Cal OK
Cal OK
r" ·~~~-rWV\f\1'11"'~····· ~- · -- .. - ··------ ---
Cal OK
V """"'-l'v·"V"V'·r--,, ,• .. /'v'·" -~-------·-·- ..
1- Cal OK T l ---J~~/'''"''"·"·,_,-~----..~. . --~-~----- - -·-·····----.
r: . -__ ___]____ -' I -~---_I. ------·-·-· I I I -·--··-.} ·----
OS~~----'10"-S_ ---~-- ____ 3_s____ _4~---. _ __1L_ _ _§_s _____ _]_s_ 8s Fourier Analysis (Amplitude Spectrum- Box Window)
Acoustic (A) 2.13 Hz
Radial (R) Vertical (V) 6.31 Hz 2.44 Hz
l.54E+02 1.32E+02 1.32£+02
0 ( ____ -- 10 100 °1 --------10 100 of~ ... I 10 100 ______ Frequency (Hz) ___________ .. Frc~':'~~cy (Hz) ___ _ . ------~~~e~uency_(~l_
Transverse (T) 6.50 Hz
1.32E+02
10. 100 F~~uency (~&__ _
Banks Well 3.5 ft. deep
File: 00809086.DTB Event Number: 086 Date: 11/17/2000 Time: 12:33 Acoustic Trigger: 142 dB Seismic Trigger: 0.02inls 0.508mm/s Serial Number: 809
Amplitudes and Frequencies Radial (R): 0.06in/s 1.524mm/s @ 7.1Hz
Graph Information Duration: 0.000 sec To: 8.500 sec
Seismic Scale: Vertical (V): 0.025in/s 0.635mm/s @ 8.8Hz
Transverse (T): 0.03inls 0.762mm/s @ 13.4Hz 0.20inls (0.050inls/div) 5.08mm/s (1.270mm/s/div)
Time Lines at: 1.00 sec intervals
Cal OK
\//\
Cal OK
v . ./\{11\f\(' . .J~"-"v~ ,~~~~ ,A,.r-.,,.,, .. , "..~~..-~·· ·~-- ~ -~~ ~. ·- -· . ·····•· ~---- •~-~------------ .. \/\ T
r -~,,:,~~0~ ~,-~~--=:-· --~ ------------~~~~ -~---fL--·---~~=-=s~~~---'2=s 3s 4s . ________ ,i~------ _6s __ 7s _ ---~---'8:.:::s~~-----------i
Fourier Analysis (Amplitude Spectrum - Box Window) Radial (R) Vertical (V) Transverse (T)
6.38 Hz 2.44 Hz 6.44 Hz 1.37E+02 1.37E+02 1.37E+02
'
.i~-~ I 10 100
oJ)tf~~A~ I 10 100
___ !!~':!~~ncy (Hz) Frequency (Hz)
Ratliff Well (surface - no airblast)
File: 00849025.DTB Event Number: 025 Date: 11/13/2000 Time: 16:04 Acoustic Trigger: 126 dB Seismic Trigger: 0.02in/s 0.508mm/s Serial Number: 849
Amplitudes and Frequencies Acoustic (A): <100 dB
Graph Informatiop Duration: 0.000 sec To: 8.500 sec
Acoustic Scale: 120dB 0.20Mb (0.050Mb/div)
Seismic Scale:
Radial (R): 0.03in/s 0.762mm/s @ 21.3Hz
Vertical (V): 0.02in/s 0.508mm/s @ 26.9Hz
Transverse (T): 0.025in/s 0.635mm/s @ 20.4Hz 0.20in/s (0.050in/s/div) 5.08mm/s (1.270mm/s/div)
Time Lines at: 1 .00 sec intervals
Cal OK A
r-·--Cal OK
~~-~----·
Cal OK
tv __ ~ ....... . ---------------
T
~~~~-~- ~~----- - ---~------------~---------- L--~-~~~-~----~ _____ j.
Os ls 2s ________ )~----- 4s Ss 6s __ -------'::7,--s--::::__~8~,_' ____ _
Acoustic (A) 0.00 Hz
O.OOE+OO
0 -------------- I ------ --
1 10 --__ X~~~~!I~Y_1~iz >
Fourier Analysis (Amplitude Spectrum - Box Window) Radial (R) Vertical (V) 21.94 Hz 13.13 Hz
1.65E+Ol l.65E+OI
I
100
Transverse (T) 11.56Hz
l.65E+OI
I
10 Freq\l_~~)'_(_Hz)
100
Ratliff Well 29in.deep
File: 00849025.DTB Acoustic Trigger: 126 dB
Event Number: 025 Date: 11/13/2000 Seismic Trigger: 0.02inls 0.508mm/s
Time: 16:04 Serial Number: 849
Amplitudes and Frequencies Radial (R): 0.03in/s 0. 762mm/s @ 21.3Hz
Graph Information Duration: 0.000 sec To: 8.500 sec
Seismic Scale: Vertical (V): 0.02in/s 0.508mm/s @ 26.9Hz
Transverse (F): 0.025inls 0.635mm/s @ 20.4Hz 0.20inls (0.050inls/div) 5.08mm/s (1.270mm/s/div)
Time Lines at: 1.00 sec intervals
rR-~----
r~.,~--- --. lr,.~~JVv'r'--~v·-"·-~------- -- -·····
Cal OK
\/\ \\
Cal OK I\
/ \ \I . \I
Cal OK /\
\/ \
[ -··-------- . l ---··--·. I 1 ________ l ___ ----· I I . ___ ... __ .. _ ____j_____
Os Is _____ 2s ..... ------~----·_4s 5s .. ____ §_~---- _ 7s 8s Fourier Analysis (Amplitude Spectrum - Box Window)
Radial (R) Vertical (V) Transverse (T) 21.94 Hz 13.13 Hz 11.56 Hz
t.65E+OI L65E+Ol L65E+Ol
\ 0 1\!i_. I 10 100
-'--· --~ 10 100
_Xr~~~-I_I~XJ!:'!>. ________ _ Frequency(~) _______ _
----·---- ----·-···
Ratliff Well
File: 00849026.DTB Acoustic Trigger: 126 dB
Event Number: 026 Date: 11114/2000 Seismic Trigger: 0.02in/s 0.508mm/s
Time: 16:18 Serial Number: 849
Amplitudes and Frequencies Acoustic (A): 106 dB@ 0.0 Hz
(0.04Mb 0.0006psi 0.0040kPa)
Graph Information Duration: 0.000 sec To: 8.500 sec
Acoustic Scale: 120dB 0.20Mb (O.OSOMh/div)
Seismic Scale:
Radial (R): 0.03in/s 0.762mm/s @ 13.1 Hz
Vertical (V): 0.02in/s 0.508mm/s @ 19.6Hz
Transverse (1): 0.035in/s 0.889mm/s @ 16.0Hz 0.20in/s (0.050in/s/div) 5.08mm/s (1.270mm/s/div)
Time Lines at: 1.00 sec intervals
A
r-... ·---------· II
R ~~ ~,,,,~~ --~-·
v ['' ·--·-"·''-""'-~··-""···,~~---~-- .. -- _ _.. --- ·-
1
T
t~- --J\MNVW~~=~-~-~----L___ - -~---==~~-~------:------:----- I.
Os Is 2s 3s 4s 5s 6s 7s
I
Fourier Analysis (Amplitude -Spectrum - Box-Window) Acoustic (A) Radial (R) Vertical (V)
1 1.00 Hz 9.25 Hz 15.19 Hz
Cal OK
Cal OK
Cal OK
Cal OK
___ ] _____ _ 8s
Transverse (T) 15.38Hz
16.03E+OO 3.11E+OI 3.1JE+OI 3.11E+Ol ·------~--.
\
.L 10 100 0 ' Vvvm
1 10 100 100 °1 -· .• -· I -···--·
10 100 _____ F~equency (Hz) Frequency_~!!_~ _____ _ Frequency S~]___ ____________ .. . _ Freque11:cy <_!:!~----- _
--------------- ------------·- ·-
Ratliff Well 29in.deep
File: 00853078.DTB Acoustic Trigger: 142 dB
Event Number: 078 Date: 11/14/2000 Seismic Trigger: 0.02in/s 0.508mm/s
Time: 16:18 Serial Number: 853
Amplitudes and Frequencies Radial (R): 0.025in/s 0.635mm/s @ 12.8Hz
Graph Information Duration: 0.000 sec To: 8.500 sec
Seismic Scale: Vertical (V): 0.015in/s 0.381mrnls @ 14.6Hz
Transverse(/'): 0.02inls 0.508mm/s @ 16.0Hz 0.20inls (0.050inls/div) 5.08mm/s (1.270mm/s/div)
Time Lines at: 1.00 sec intervals
R r vJww~c--"
v '''.,1"1/\1\j\!"'J\1\f\/V'"'V'-.,_ •,~ ··- .. ~-~ ~ •
r- ~"~'MN--~·---· I I -- -- -- -~~~-~-----~~~~~~~~~~ _
Os Is 2s _________ 3s- ___ i~-- _______ 5s 6s 7s 8s
Fourier Analysis (Amplitude Spectrum- Box Window) Radial (R) Vertical (V) Transverse (T)
9.25 Hz 15.31 Hz 9.56 Hz 2.71E+OI 2.71E+Ol 2.71E+Ol
Cal OK \ \/\
Cal OK
\ II\ \/
I
10 Frequency (Hz)
100 - - -- I -------- --~~MM~
10
/-\v/{1 O ( - - --- -- - - - -t'o -___ IJID!~~IOO
100 Frequency (Hz) Frequency (Hzl
··-
Ratliff Well
File: 00849027 .DTB Event Number: 027 Date: 11/15/2000 Time: 11 :49 Acoustic Trigger: 126 dB Seismic Trigger: 0.02in/s 0.508mrnls Serial Number: 849
Amplitudes and Frequencies Acoustic (A): 112 dB@ 0.0 Hz
(0.08Mb 0.0012psi 0.0080kPa)
Graph Information Duration: 0.000 sec To: 8.500 sec
Acoustic Scale: 120dB 0.20Mb (0.050Mb/div)
Seismic Scale:
Radial (R): 0.03inls 0.762mm/s @ 12.1Hz
Vertical (V): 0.025inls 0.635mrnls @ 15.5Hz
Transverse (T): 0.04in/s 1.016mm/s @ 11.9Hz 0.20in/s (0.050in/s/div) 5.08mrnls (1.270mrnls/div)
Time Lines at: 1.00 sec intervals
Cal OK
..... ---- --------- J I lll __ u_l I II ,-----l_ --~~ J 1 II_ _________ . _____ _
Cal OK
Cal OK
~~------------
Cal OK T
~ N~~NA-,c0~v~--~~-" -' ... - .I ---:~=-----_-______ )_ --L-____ -__ -__ -_-__ --"=---------_--_--: ___ I
r:Os=-----------'l_:::__s ___ ~2s 3s 4s 5s -~s 7~ .. ___ __::8~s ____ _
Acoustic (A) 2.19 Hz
5.54E+Ol
I
lO .. _ -~r~~_uc~~~ (l:l~) _
Fourier Analysis (Amplitude Spectrum - Box Window) Radial (R) Vertical (V)
9.06 Hz 13.94 Hz 2.62E+OI 2.62E+Ol
-- I----
100 10 100 ~r~q~~~~~ _qfz)
Transverse (T) 9.50 Hz
2.62E+Ol
I
lO Frequcnc~£!::1~2 _
100
··- .. --·-····------·--··-------------------- ------------·--·-···--·-·····-·
Ratliff Well 29in.deep
File: 00853079.DTB Event Number: 079 Date: 11/15/2000 Time: 11:48 Acoustic Trigger: 142 dB Seismic Trigger: 0.02in/s 0.508mm/s Serial Number: 853
Amplitudes and Frequencies Radial (R): 0.025inls 0.635mm/s @ 13.4Hz
Graph Information Duration: 0.000 sec To: 8.500 sec
Seismic Scale: Vertical (V): 0.02inls 0.508mrnls @ 15.5Hz
Transverse (T): 0.035in/s 0.889mm/s @ ll.lHz 0.20in/s (0.050in/s/div) 5.08mm/s (1.270mm/s/div)
Time Lines at: 1.00 sec intervals
R f ~'V'~~' -~--------
1-v l'v~~~---- '"--T
f '="' ~'' VV -~-- - ... _ L ___ . ·- --~--------.L- .. __ .. l ________ . l -------
Qs Is ~!l 3_s______ 4s Ss ___________ §_~-- 7s 8s
Fourier Analysis (Amplitude Spectrum - Box Window) Radial (R) Vertical (V) Transverse (T)
9.06 Hz 2.50 Hz 9.50 Hz 2.70E+OI 2.70E+OI 2.70E+Ol
!II~ 0 c. ____________ , ____ _ I 10
I
10 100
Cal OK
"\ /\ \.
Cal OK
\1/\
Cal OK
1\ -\ I -\j
100 ___ _ ________ .... ___ _!'!:_C_9_llency (Hz) Frequency (!-Iz) __ _
Ratliff Well
File: 00849028.DTB Event Number: 028 Date: 11/16/2000 Time: 09:07 Acoustic Trigger: 106 dB Seismic Trigger: 0.02inls 0.508mm/s Serial Number: 849
Amplitudes and Frequencies Acoustic (A): 100 dB@ 0.0 Hz
(0.02Mb 0.0003psi 0.0020kPa)
Graph Information Duration: 0.000 sec To: 8.500 sec
Acoustic Scale: 120dB 0.20Mb (0.050Mb/div)
Seismic Scale:
Radial (R): 0.025in/s 0.635mm/s @ 17 .6Hz
Vertical (V): 0.02inls 0.508mm/s @ 19.6Hz
Transverse (T): 0.025in/s 0.635mm/s @ 18.2Hz 0.20inls (0.050in/s/div) 5.08mm/s (1.270mmls/div)
Time Lines at: 1.00 sec intervals
Cal OK ··----···- 1"\., ___ Jr----~ _____ _
Cal OK
Cal OK
Cal OK T
1- ---A=~=-~-~~--=--···_· __ -_--~- -_____ L_ _____ ------=~~-- ---- --~~~---------~~-~-~~--- .. 1
Os Is 2s 3s 4s 5s 6s 7s 8s 1 Fourier Analysis -(Amplitude spectrum- :Bo-xwili"dow) ---"-'----
1
Acoustic (A) Radial (R) Vertical (V) Transverse (T) 2.00 Hz 13.75 Hz 13.75 Hz 15.50 Hz
1.37E+Ol 2.00E+Ol 2.00E+Ol 2.00E+Ol
\ \_; o, 01 _____ - ·· 1'o 100 I
10 100 _ _ -~~<?9l_l:ency (Hzl__ . x~~(juenc~ (li&_ -
Ratliff Well 29in.deep
File: 00853080.DTB Event Number: 080 Date: 11/16/2000 Time: 09:06 Acoustic Trigger: 142 dB Seismic Trigger: 0.02in/s 0.508mm/s Serial Number: 853
Amplitudes and Frequencies Radial (R): 0.015in/s 0.381mm/s @ 20.4Hz
Graph Information Duration: 0.000 sec To: 8.500 sec
Seismic Scale: Vertical (V): 0.015in/s 0.381mm/s @ 16.5Hz
Transverse (T): O.Olin/s 0.508mm/s @ 20.4Hz 0.20in/s (0.050in/s/div) 5.08mm/s (1.270mm/s/div)
Time Lines at: 1.00 sec intervals
Cal OK
r~<,--~~~~--- . -------rY-~,~ ~ -- - -~------
\ /\ \j
Cal OK /\
- \ / \
\/
Cal OK
T A
[-~-=--~ -~-----' -----~- ~- ------L~------'--------------~------ \/ . Os 1 s 2s 3s 4s 5s 6s 7s Ss
~·-·- Fourier Analysis (Amplitu(ie-Spectrum~- Box wiD.(fow) _ ____::::::___~----·
Radial (R) Vertical (V) Transverse (T) 7.75 Hz 13.81 Hz 13.88 Hz
1.19E+01 1.19E+01 1.19E+OI
j\J~ 0 ------·- -·- I - ···-··-·
1 10
\rrf 0 ·-----.
I O I .. --------- I 'o I
10 100 100 100
... ____ !~~q':'ency (Hz) Fr~_g_u_ency (H~) ____ _ .. _________ Frequenc_y ~Hz)
Ratliff Well
File: 00849029.DTB Event Number: 029 Date: 11116/2000 Time: 16:00 Acoustic Trigger: 106 dB Seismic Trigger: 0.02in/s 0.508mm/s Serial Number: 849
Amplitudes and Frequencies Acoustic (A): 106 dB@ 0.0 Hz
(0.04Mb 0.0006psi 0.0040kPa)
Graph Information Duration: 0.000 sec To: 8.500 sec
Acoustic Scale: 120dB 0.20Mb (0.050Mb/div)
Seismic Scale:
Radial (R): 0.025in/s 0.635mm/s @ 11.6Hz
Vertical (V): 0.015in/s 0.38lmm/s @ 19.6Hz
Transverse (T): 0.025in/s 0.635mm/s @ 17 .OHz 0.20in/s (0.050in/s/div) 5.08mm/s (1.270mm/s/div)
Time Lines at: 1.00 sec intervals
Cal OK A
f------------------ I~ \11\1 Ill 1!)"""11 .. \ ··--·--L__l"···!···· -1
Cal OK
~R~ - -- --------------
Cal OK
r--~ Cal OK
[~~~":·-~----~-- . .1 I ----~~~~-----1--_-------~----_-_L_____ _-_-J-_ --------------=----------L ... Os Is ~--=2s:_ ______ _b _________ 4s _5_s _____ §~--- 7s Ss ____ _
Fourier Analysis (Amplitude Spectrum - Box Window) Acoustic (A)
1.56 Hz 3.12E+Ol
______ , ___ '---!_ =-..... 10 100
Frequency (Hz)
Radial (R) Vertical (V) 14.88 Hz 15.44 Hz
1.97E+OI 1.97E+Ol
(} ~---- ---- I - --
1 10 100 ---- x~cqu~:ll_~~(}:!z_)
Transverse (T) 15.00Hz
1.97E+Ol
-----------------------
Ratliff Well
File: 00853081.DTB Acoustic Trigger: 142 dB
Event Number: 081 Date: 11/16/2000 Time: 15:59 Seismic Trigger: 0.02in/s 0.508mm/s Serial Number: 853
Amplitudes and Frequencies Radial (R): 0.025in/s 0.635mm/s @ 11.1Hz
Graph Information Duration: 0.000 sec To: 8.500 sec
Seismic Scale: Vertical (V): 0.01in/s 0.254mm/s @ 14.6Hz
Transverse (f): 0.015in/s 0.381mm/s @ 17.0Hz 0.20in/s (0.050in/s/div) 5.08mm/s (1.270mm/s/div)
Time Lines at: 1.00 sec intervals
r
[::~~---~~~--~---___ -_ l ---- - ~---------_]___ _____ _
Cal OK
1\ , I -\;
Cal OK /1
/ \ \ I -\/
Cal OK
l\ ' I -'\/
Os Is 2s 3s 4s 5s 6s 7s 8s --- ··------ ---------------------- - --···· ····- ---------------··-· ---=:_____ ____ _
1.20E+OI
0 - -I
I~
Fourier Analysis (Amplitude Spectrum- Box Window) Radial (R) Vertical (V) Transverse (T) 10.75 Hz 15.75 Hz 9.56 Hz
1.20E+Ol 1.20E+Ol
/
)
1
0 100 °t t'o 100 °1--------- ----t'o- 100 __ Freql!~ncy Jl!") ___________________ _ ~~qll~~cy_(J:I_~~---------------- ___ --------~-reque~cyj~Iz) __ _
Ratliff Well
File: 00849033.DTB Acoustic Trigger: 106 dB
Event Number: 033 Date: 11117/2000 Time: 12:15 Seismic Trigger: 0.02inls 0.508mm/s Serial Number: 849
Amplitudes and Frequencies Acoustic (A): 110 dB@ 10.2 Hz
(0.06Mb 0.0009psi 0.0060kPa)
Graph Information Duration: 0.000 sec To: 8.500 sec
Acoustic Scale: 120dB 0.20Mb (0.050Mb/div)
Seismic Scale:
Radial (R): 0.025in/s 0.635mm/s @ 20.4Hz
Vertical (V): 0.02inls 0.508mm/s @ 20.4Hz
Transverse (1'): 0.02inls 0.508mm/s @ 15.5Hz 0.20inls (0.050in/s/div) 5.08mm/s ( 1.270mmls/div)
Time Lines at: 1.00 sec intervals ~---------------------~~-
Cal OK ,'\
/ "\
r"--~~~- -~--~-~
v t ~~--~----··
T
"" / 'y "/ Cal OK
Cal OK
Cal OK
lo
._···s """' ___ v"_ •. /\/vVv'Is~~~~----··--·""--···-·- . .. ·--··--------------·-·· ·····---···--·--··· ··----- .. -·-··· -----····
····-·---------1-------- l .. _ _ ____ __!__________ .. _ .I._______ I . _ ----- 1 .. _____ _____l_ __ ....
-----'-'"-------------=:2s t';_ 4s _____ 55_ -----~- 7s_ _.c;;.S.o....s __ _
[
- Fourier Analysis (Amplitude Spectrum - Box Window) Acoustic (A) Radial (R) Vertical (V) Transverse (T)
2.81 Hz 10.06 Hz 14.81 Hz 13.50 Hz +01 1.22E+Ol 1.22E+Ol 1.22E+OI
0 t ___ - 10 100 0 ·------·-··I
I 10 100 - ·------··· I
10 100 ........ Fr~.9~~J1C)' Qlz) Freque11~L~Hz) __ _ Freq~~~)'-~ Hz)
····-· ·---·-·-------·----·-··-·-·-
Ratliff Well 29 in. deep
File: 00853082.DTB Acoustic Trigger: 142 dB
Event Number: 082 Date: 11/17/2000 Seismic Trigger: 0.02inls 0.508mm/s
Time: 12:14 Serial Number: 853
Amplitudes and Frequencies Radial (R): 0.015in/s 0.381mm/s @ 22.2Hz
Graph Information Duration: 0.000 sec To: 8.500 sec
Seismic Scale: Vertical (V): 0.015inls 0.381mm/s @ 15.5Hz
Transverse (T): 0.02in/s 0.508mm/s @ 15.0Hz 0.20inls (O.OSOinls/div) 5.08mm/s (1.270mm/s/div)
Time Lines at: 1.00 sec intervals ~-------------------~~~~~~~~~~~=-----------~
~ R
· _,_,. "'f'"'\t--..1\/ ...... ··v- ·-... ~· ····~·"-......··~"
·r
Cal OK
/\ \/ .
Cal OK
/\ -\ I \j
Cal OK
/\ -\ I -\/ f ~~~ =' -_¥"_-~L::·_ .. -_·_· ·_· -----'::------ .. L _ ·--·------ -· __ L ______ _________[__ _____ L_ -----~-----
r0S:__ __ _:J=S ___ -=2S 3~- _ _ _____ _±~ ____ 5s -----------~s ____ _______ ]!!_ _____ 8s:____ __
Fourier Analysis (Amplitude Spectrum ~ Box Window) Radial (R) Vertical (V) Transverse (T)
7.25 Hz 10.13 Hz 7.88 Hz 1.33E+Ol 1.33E+OI 1.33E+Ol
~ ~ /~ I )\ J~ 01 I .. o, I 01 10 100 10 100
I
10 100 -- .. -- Frcq~~~~X_Lll_~) Frequency (Hz) Fr~qtle~cr_Lt·l") ___________ _
Ratliff Well
File: 00849034.DTB Event Number: 034 Date: 111l7/2000 Time: 12:34 Acoustic Trigger: 106 dB Seismic Trigger: 0.02in/s 0.508mm/s Serial Number: 849
Amplitudes and Frequencies Graph Information Acoustic (A): 118 dB@ 2.0 Hz Duration: 0.000 sec To: 8.500 sec
(0.16Mb 0.0023psi 0.0 160kPa) Acoustic Scale:
Radial (R): 0.03in/s 0.762mm/s @ 21.3Hz 120dB 0.20Mb (0.050Mb/div)
Vertical (V): 0.025in/s 0.635mm/s @ 20.4Hz Seismic Scale:
Time Lines at: 1.00 sec intervals ~Transverse (T): 0.035in/s_ 0.889mm/s @ 18.9Hz 0.20in/s (0.050in/s/div) 5.08mm/s ( l.270mm/s/div)
Cal OK v r-~~~~" ·"- --------- --------------- -- ----
Cal OK T
l-=~-~,:-~---~---- -. . . .1·- ~-··_I_ -~~-L. ----· .I-----------~------~--- _I
Os Is 2s_ _)_§___ _ 4_s__ 5.§ ___ . _ _____§_~-- ___ 7s____ 8s '-'----~
Fourier Analysis (Amplitude Spectrum- Box Window) Acoustic (A)
2.13 Hz 1.32E+02
0---· L 1 10 100
... _Freq_~~ncy (J-!z) ___ _
Radial (R) Vertical (V) 6.25 Hz 16.06 Hz
2.54E+OI 2.54E+Ol
I
10 100 _ ___ !:_~~_9~ency (1-I_~----
---------------------- ·-··--··---
Transverse (T) 14.50Hz
2.54E+Ol
O I --·------- .. I 0 I 00
Freqllency (HzL __
Ratliff Well 29 in. deep
File: 00853083.DTB Event Number: 083 Date: 11117/2000 Time: 12:34 Acoustic Trigger: 142 dB Seismic Trigger: 0.02in/s 0.508mm/s Serial Number: 853
Amplitudes and Frequencies Radial (R): 0.035in/s 0.889mm/s @ 7.8Hz
Graph Information Duration: 0.000 sec To: 8.500 sec
Seismic Scale: Vertical (V): 0.02in/s 0.508mm/s @ 22.2Hz
Transverse (T): 0.03inls 0.762mm/s @ 12.4Hz 0.20in/s (0.050in/s/div) 5.08mm/s (1.270mm/s/div)
Time Lines at: 1.00 sec intervals
R -----------
T
r~'~VW"==--==-~-------=- ----· . -
Cal OK I' \ I \\
\/
Cal OK ·\ -\ I\
\/
Cal OK 1\ -\ I ,_
v Os Is 2s__ 4 3s ____ '!,'!___ ________ 5_s ___ §L ___ 7_~------~8~s-------1
Fourier Analysis (Amplitude Spectrum - Box Window) Radial (R) Vertical (V) Transverse (T)
6.25 Hz - 2.50 Hz 9.94 Hz -~}2.48E+OI 2.48E+OI 2.48E+Ol
(
I
10 ______________ X!t;_queii~Y_(Hz)
100 0 ·- ··-------------------- I -----------
1 10 l•'requency (Hz) __
100 0 . -- ----· ---------------------------- I --------·
I 10 Frequency (Hz)
100
------- --· -------------
G. Hurley Well
File: 00849036.DTB Event Number: 036 Date: 11120/2000 Time: 13:03 Acoustic Trigger: 120 dB Seismic Trigger: 0.02in/s 0.508mm/s Serial Number: 849
Amplitudes and Frequencies Acoustic (A): 114 dB @ 2.6 Hz
(O.lOMb 0.0015psi O.OlOOkPa)
Radial (R): 0.015in/s 0.381mm/s @ ll.3Hz
Vertical (V): 0.025in/s 0.635mm/s @ 6. 7Hz
Graph Information Duration: 0.000 sec To: 8.500 sec
Acoustic Scale: 120dB 0.20Mb (0.050Mb/div)
Seismic Scale:
rTransverse (T): 0.0 15in/s 0.3 81 mm/s ®_ 8.6_H_z ___ .--.~..::..O;c..:.2c:..:O:_in/-'--'s-'-(-'---0-.0;;;,:.5-'---0.;;;.;in/"'-s-'-/d-'-i-'-v)'-----5-.0-8-m::.:m/=--s ( _1._2_70_m_m/_s_/d-iv_) __ ___j
_ Time Lines at: 1.00 sec intervals _
Cal OK
A
f t~~
(-/~-,--
T
-___ r\ ,.~"--'-L____J'--'\_---- -- , u'
[~·~~-~~--~-~= ----------===~-~=~~ _ I _ --~~=~~-_ _ ~ ~~-==~ --~~-~ I
Cal OK
Cal OK
Cal OK
Os Is ----~-- ______ }§ _____ ~_ -~_L ____ 6s _ ____:_7"----s ------=8=-s ___ ~---·-j Fourier Analysis (Amplitude Spectrum - Box Window)
Acoustic (A) 1.00 Hz
5.90E+Ol
0 -1 ~
10 100 Frequency (Hz)
1.48E+Ol
Radial (R) Vertical (V) 18.19 Hz 5.81 Hz
-- ..... I
10 100 Frequ~ncy (H~l_ ___ _
1.48E+Ol
10 Fr~_gucncx_(~l_z)
100
Transverse (T) 6.50Hz
1.48E+01
- _J /j
0f______ 1'o
Fre_g~e_!l~~-(~lz) 100
G. Hurley Well 9.5 ft. deep
File: 00809090.DTB Acoustic Trigger: 142 dB
Event Number: 090 Date: 11/20/2000 Seismic Trigger: 0.02in/s 0.508mm/s
Time: 13:03 Serial Number: 809
Amplitudes and Frequencies Radial (R): O.Olin/s 0.254mm/s @ O.OHz
Graph Information Duration: 0.000 sec To: 8.500 sec
Seismic Scale: Vertical (V): 0.025in/s 0.635mm/s @ 5.9Hz
Transverse (I): 0.02in/s 0.508mm/s @ 9.1Hz 0.20inls (0.050inls/div) 5.08mm/s (1.270mm/s/div)
Time Lines at: 1.00 sec intervals
R ..... ---.,~. ~-- ---- ... - --------------------------- ·-.
__ j______ ..•.. J.. I 1. ..1... 1.. I···-·-
Cal OK /\ -\ I \_
\/
Cal OK
/\ ' I ·\j
lS 2s 3s 4s 5s 6s 7s 8s -·-·· ·-·-----·-- .. . ·········-------------!
Fourier Analysis (Amplitude Spectrum - Box Window) Radial (R) Vertical (V) Transverse (T)
6.56 Hz 5.88 Hz 6.19 Hz 1.56E+OI 1.56E+OI 1.56E+OI
I
10 100 01 ------------ 110 100
~ 'vii 0 ------·-· ·- ···-·--- I .
I 10
I 100
____ ----~~~q_IJcnc~--~f!~_L _____________ _ Fn:91J~~~Y (H:r) _____ _ _ _ ___ Xr~g~~n_9, ~Hz)
G. Hurley Well
File: 00849037.DTB Event Number: 037 Date: 11/20/2000 Time: 16:08 Acoustic Trigger: 120 dB Seismic Trigger: 0.02in/s 0.508mm/s Serial Number: 849
Amplitudes and Frequencies Acoustic (A): 119 dB @ 3.3 Hz
(0.18Mb 0.0026psi 0.0180kPa)
Radial (R): 0.02inls 0.508mm/s @ 23.2Hz
Vertical (V): 0.02inls 0.508mm/s @ 19.6Hz
Transverse (T): 0.03in/s 0. 762mm/s @ 23.2Hz
Graph Information Duration: 0.000 sec To: 8.500 sec
Acoustic Scale: 120dB 0.20Mb (0.050Mb/div)
Seismic Scale: 0.20inls (0.050in/s/div) 5.08mm/s (1.270mm/s/div)
Time Lines at: 1.00 sec intervals ~---------------------------------------~~~~~~~- ~~~~--------------~
-··\/'v'n ',• '' ,. \..,_/--' '--, ________________ _ A ~~-------
r-~-- -- --------------fv --~~-- -~ -----~-
T
___n__ ____________ r t __________ rL ______ _
1:: ~~-~-~=·~-'F~-v-.--. ·- I . ···- __ j ___________ ! ___ ....... I I ______ .L ___ _
Cal OK
Cal OK
Cal OK
Cal OK
OS Is - .-0 ______ 3s ---~~- 5s ---~~--------1_?__ 8s ---='-------------... ·------~-
Acoustic (A) 1.00 Hz
6.49E+Ol
Fourier Analysis (Amplitude Spectrum - Box Window)
100
Radial (R) Vertical (V) 2.94 Hz 4.88 Hz
1.52E+OI
0 ~ l
I
lO _}':~<;qu_ency (Hz)
1.52E+OI
I
100 10 100 _ !:~q uen_cy_(!-fz) _ _ __
Transverse (T) 6.50 Hz
l.52E+Ol
0 - ---------- - I
l lO Freq11:cncy _(Hz)
100
G. Hurley Well 9.5 ft. deep
File: 0080909l.DTB Event Number: 091 Date: 11/20/2000 Time: 16:08 Acoustic Trigger: 142 dB Seismic Trigger: 0.02in/s 0.508mm/s Serial Number: 809
Amplitudes and Frequencies Radial (R): 0.015in/s 0.381mm/s @ O.OHz
Graph Information Duration: 0.000 sec To: 8.500 sec
Seismic Scale: Vertical (V): 0.02in/s 0.508mm/s @ 16.5Hz
Transverse (T): 0.01in/s 0.254mm/s @ O.OHz 0.20in/s (0.050in/s/div) 5.08mm/s (1.270mm/s/div)
Time Lines at: 1.00 sec intervals
. - ···-- -- ... ·-·------
rr ___ "_.,_, __ ,., •' --v" ·---· , __ ....
t ________ __ _____.l_ 1 _ . l . J __________ L___________ 1. . . ..... _____ .1_ ____ _
Cal OK
\ -, I ·-, I \(
Cal OK
\//\
"-"Os:___ __ ____,_,ls:___ __ ~2-s 3s . ________ 4_s_____ Ss 6s _ 7s __ S_s ______ __,
1.63E+OI
Fourier Analysis (Amplitude Spectrum - Box Window) Radial (R) Vertical (V) Transverse (T)
3.13 Hz 3.13 Hz 3.38 Hz
... -- --------- I
10 Frequency (Hz)
1.63E+Ol
100 °t 11
0 ____________________ ___£requeE~~:JHz).
1.63E+Ol
100 0 ------------------ I
1 10 Frequency (Hz)
100
G. Hurley Well
File: 00849038.DTB Event Number: 038 Date: 11/20/2000 Time: 16:45 Acoustic Trigger: 120 dB Seismic Trigger: 0.02in/s 0.508mm/s Serial Number: 849
Amplitudes and Frequencies Acoustic (A): 100 dB@ 0.0 Hz
(0.02Mb 0.0003psi 0.0020kPa)
Radial (R): 0.015in/s 0.381rnmls @ 24.3Hz
I
Vertical (V): 0.01inls 0.254mm/s @ O.OHz
Transverse (T): 0.02in/s 0.508mm/s @ 28.4Hz
Graph Information Duration: 0.000 sec To: 8.500 sec
Acoustic Scale: 1 20dB 0.20Mb (0.050Mb/div)
Seismic Scale: 0.20in/s (0.050in/s/div) 5.08mm/s (l.270mm/s/div)
I Time Lines at: 1 .00 sec intervals r-~-------------------------------~==~~~~~~====~------------~
~ Cal OK
A
r---... --··----- II ----"'"L_rl" "1\ .. ·--·-----,---·······
Cal OK
R r-- ~"""-"'~-"~~---
'- Cal OK I
v ~- -----------·--- ----
Cal OK
T
~ ----~~-~--~-=-L- --~~-- --~~-- --~-----~-------__ _1------~~-J--~-~-~-~----()s 1 s 2s 3s 4s 5s 6s 7s 8s ' ·--Fourier Analysis-(Amplitude Spectrum----:-Box Window)-·~-
Acoustic (A) Radial (R) Vertical (V) Transverse (T)
I 2.25 Hz 18.94 Hz 9.81 Hz 27.06 Hz
9.03E+OO 6.93E+00 6.93E+OO 6.93E+OO
0 --1
I
10 ____ F_r~g_~~~~y_(Hz)
• ---·-- I ---
100 10 100 Frequency qizL ___ _
Sumner Well 5 in. (surface only)
File: 00804072.DTB Event Number: 072 Date: 11/20/2000 Time: I 0:32 Acoustic Trigger: 120 dB Seismic Trigger: 0.02in/s 0.508mm/s Serial Number: 804
Amplitudes and Frequencies Acoustic (A): 100 dB @ 0.0 Hz
(0.02Mb 0.0003psi 0.0020kPa)
Graph Information Duration: 0.000 sec To: 8.500 sec
Acoustic Scale: 120dB 0.20Mb (O.OSOMb/div)
Seismic Scale:
Radial (R): 0.02in/s 0.508mm/s @ 14.6Hz
Vertical (V): 0.01in/s 0.254mm/s @ O.OHz
Transverse (T): O.OOSin/s 0.127mm/s @ O.OHz 0.20in/s (O.OSOin/s/div) 5.08mm/s ( 1.270mm/s/div)
Time Lines at: 1.00 sec intervals
Cal OK A f --~---
_1_/WIL •. U. I ""I r "I
Cal OK R
r~~-----~---~-------Cal OK
C' - . -. -· ·---·- --------------··---------------------
Cal OK
[-!~"~--~---~-~--------------· ... --- ----------·-·-- ·- -· ·- --------- .. -..
-~ -- -·- -------·-- .1·--····--·-·-·-----_____c~ __ ___.l___ _________ ---·-I --··----L _______ -·- __ .1.. _] ______ _
Os Is 2s __ 3s .. 1-~ _________ S_s __ 6s ________ ?.i_ _____ ~8~s __ _
Fourier Analysis (Amplitude Spectrum- Box Window) Acoustic (A)
1.06 Hz Radial (R) Vertical (V) 13.63 Hz 1.94 Hz
Transverse (T) 9.44 Hz
2.15E+Ol 1.22E+Ol 1.22E+Ol
/'v\{ 01 ---------t'o 100 0 1"-- ----10 100 01 -------- - -t'o- 100 I
10 100 _ _ _ __ ~f~3_U~~<ry_ (~~-- frequency (Hz) _f~q_~~~C)' (Hz) _ F~~q~cnc_~ ( ~z)
Sumner Well 5 in. (surface only)
File: 00804075.DTB Event Number: 075 Date: 11/20/2000 Time: 16:09 Acoustic Trigger: 120 dB Seismic Trigger: 0.02in/s 0.508mm/s Serial Number: 804
Amplitudes and Frequencies Acoustic (A): 120 dB@ 2.9 Hz
(0.20Mb 0.0029psi 0.0200kPa)
Graph Information Duration: 0.000 sec To: 8.500 sec
Acoustic Scale: 120dB 0.20Mb (0.050Mb/div)
Seismic Scale: Radial (R): 0.035in/s 0.889mm/s @ 16.0Hz
[Vertical (V}: 0.03inls 0.762mrnls @ 7.4Hz
rransver.e (!): 0.03inl' 0.762rnrnl' @ 7.5Hz 0.20in/s (0.050in/s/div) 5.08mrnls (1.270mm/s/div)
Time Lines at: 1.00 sec intervals
(- . . . .. rV,.~ .;!\'., -· ., ~ I.
Cal OK
11- lf"""'\....__f'llj_ __ VI.I\ 1 /lil~.r--·""""\111 -----· {1!.
Cal OK I
~R .e.,~~l~IJV'~--------·-·---- .....
t· Cal OK
v f -~"·~·VV' - . ------·---··-·--- -- -·--··· -----·-- --- ------ ..... ~ ... --------·
Cal OK
t=::'~-------Os Is ___ -- 2s · -~~_]~~-~-=-~------14_s___ - ··- -s-s--~~~------~~-~k__·-----ss--"---·--1 Fourier Analysis (Amplitude Spectrum- Box Window)
Acoustic (A) Radial (R) Vertical (V) Transverse (T) 3.44 Hz
8.05E+OI 1.00 Hz 4.81 Hz 3.31 Hz
I
10 Frequency (liz)
100
2.60E+01
0 ---1
2.60E+01
- --· I • -··-··- I
10 100 10
Freque!_l~~ (Hz)------· .... Preqll~!_lcy__~!!_z)
2.60E+OI
100
SPRING 2001
West Virginia Dean Sr. surface
File: D1SAP00l.DTB Event Number: 001 Date: 4/3/01 Time: 08:41 Acoustic Trigger: 114 dB Seismic Trigger: 0.025in/s 0.635mmls Serial Number: 1781
Amplitudes and Frequencies Acoustic (A): 114 dB@ 2.3 Hz
(O.lOMb 0.0015psi O.OlOOkPa)
Graph Information Duration: 0.000 sec To: 9.500 sec
Acoustic Scale: 120dB 0.20Mb (0.050Mb/div)
Seismic Scale:
Radial (R): 0.03in/s 0.762mm/s @ 12.1Hz
Vertical (V): 0.015in/s 0.38lmmls @ 16.0Hz
Transverse (T): 0.025in/s 0.635mmls @ 13.8Hz
Calibration Date (yyyy!mm!dd): 2000/11122
0.20in/s (0.050in/s/div) 5.08rmn/s (1.270rmn/s/div)
A
v
T
s Is 2s
Acoustic (A) 2.94 Hz
Time Lines at: 1.00 sec intervals
3s 4s Ss 6s 7s Ss
Fourier Analysis (Amplitude Spectrum- Box Window) Radial (R) Vertical (V) 12.06 Hz 3.63 Hz
Cal OK
0 Cal OK
0 Cal OK
0 Cal OK
0 9s
Transverse (T) 12.06 Hz
3.34E+OJ 2.49E+Ol 2.49E+OI 2.49E+OI
-~ 10 100 100 100
Frequency (Hz)
West Virginia Dean Sr. shallow
File: D1SAP002.DTB Event Number: 002 Date: 4/3/01 Time: 13:51 Acoustic Trigger: 114 dB Seismic Trigger: 0.025in/s 0.635mm/s Serial Number: 1781
Amplitudes and Frequencies Acoustic (A): 110 dB@ 1.3 Hz
(0.06Mb 0.0009psi 0.0060kPa)
Graph Information Duration: 0.000 sec To: 9.500 sec
Acoustic Scale: 120dB 0.20Mb (0.050Mb/div)
Seismic Scale:
Radial {R): 0.03in/s 0.762mmfs @ lS.OHz
Vertical (V): 0.015in/s 0.381mm/s @ 24.3Hz
Transverse (T): 0.025in/s 0.635mm/s @ 15.0Hz
Calibration Date (yyyylmm!dd): 2000111122
0.20in/s (0.050in/s/div) 5.08mm/s (1.270mm/s/div)
Time Lines at: 1.00 sec intervals
Cal OK A 0
Cal OK
~ Cal OK
v ~ Cal OK
T ·V"'-s Is 2s 3s 4s 5s 6s 7s Ss 9s
Fourier Analysis (Amplitude Spectrum N Box Window) Acoustic (A) Radial (R) Vertical {V) Transverse (T)
1.00 Hz 12.56 Hz 2.69 Hz 12.56 Hz 4.45E+OI 2.77E+OI 2.77E+OI 2.77E+Ol
O I ,-------~6-' I 00 °1,_,--~':'--- -'---""'""""''""-
Frequency (Hz)
West Virginia Dean Sr. shallow
File: D1SAP003.DTB Event Number: 003 Date: 4/3/01 Time: 17:06 Acoustic Trigger: 114 dB Seismic Trigger: 0.025inls 0.635mm/s Serial Number: 1781
Amplitudes and Frequencies Acoustic (A): 114 dB@ 2.1 Hz
(O.lOMb 0.0015psi O.OlOOkPa)
Graph Information Duration: 0.000 sec To: 9.500 sec
Acoustic Scale: 120dB 0.20Mb (0.050Mb/div)
Seismic Scale:
Radial (R): 0.015inls 0.381mm/s @ 14.6Hz
Vertical (V): O.Olin/s 0.254mm/s @ O.OHz
Transverse (T): 0.025in/s 0.635mm/s @ 10.8Hz
Calibration Date (yyyylmmldd): 2000/11122
0.20in/s (0.050inls/div) 5.08mm/s (1.270mm/s/div)
A
R
v
T
s Is 2s
Acoustic (A) 2.13 Hz
8.50E+OI
Time Lines at: 1.00 sec intervals
Cal OK
0 Cal OK
0 Cal OK
0 Cal OK
0 3s 4s Ss 6s 7s 8s 9s
Fourier Analysis (Amplitude Spectrum- Box Window) Radial (R) Vertical (V) 12.31 Hz 3.44 Hz
2.18E+OI 2.18E+OI
10 100 °t Frequency (Hz)
Transverse (T) 12.25 Hz
2.18E+OI
0 t ----· 10 100 Frequency (Hz)
West Virginia Dean Sr. shallow
File: D1SAP004.DTB Event Number: 004 Date: 4/4/01 Time: 11:20 Acoustic Trigger: 114 dB Seismic Trigger: 0.025inls 0.635mm/s Serial Number: 1781
Amplitudes and Frequencies Acoustic (A): 110 dB@ 1.7 Hz
(0.06Mb 0.0009psi 0.0060kPa)
Graph Information Duration: 0.000 sec To: 9.500 sec
Acoustic Scale: 120dB 0.20Mb (O.OSOMb/div)
Seismic Scale:
Radial (R): 0.05in/s 1.27mm/s @ 12.8Hz Vertical (V): 0.015inls 0.381mm/s @ 15.0Hz
Transverse {T): 0.035inls 0.889mm/s @ 13.8Hz
Calibration Date (yyyylmmldd): 2000/11/22
0.20in/s (0.050in/s/div) 5.08mm/s (1.270mm/s/div)
Time Lines at: 1.00 sec intervals
Cal OK A 0
Cal OK
V"'-Cal OK
~'~~------------------------------------------------------- V"'-Cal OK
T V"'-1:::-s-------"-:1-s ----------"':;2,_...s--------'3=-s------'-:-4s--~---ss 6s ~- 8s 9s
Fourier Analysis (Amplitude Spectrum - Box Window) Acoustic (A) Radial (R) Vertical (V) Transverse (T)
1.63 Hz 12.81 Hz 1.94 Hz 13.31 Hz 4.79E+OI 6.25E+01 6.25E+OI 6.25E+OI
10 100 °1 ____ , __ -10 100 10 100 100
Frequency (Hz) Frequency (Hz) Frequency (Hz)
West Virginia Dean Sr. shallow
File: D1SAP006.DTB Event Number: 006 Date: 4/5/01 Time: 10:34 Acoustic Trigger: 114 dB Seismic Trigger: 0.025in/s 0.635rnrnls Serial Number: 1781
Amplitudes and Frequencies Acoustic (A): 106 dB @ 0.0 Hz
(0.04Mb 0.0006psi 0.0040kPa)
Graph Information Duration: 0.000 sec To: 9.500 sec
Acoustic Scale: 120dB 0.20Mb (0.050Mb/div)
Seismic Scale:
Radial (R): 0.055in/s 1.397mrnls @ 16.0Hz
Vertical (V): 0.025inls 0.635rnrnls @ 21.3Hz
Transverse (T): 0.045in/s 1.143rnrnls @ 12.4Hz
Calibration Date (yyyylmm/dd): 2000/11122
0.20in/s (0.050in/s/div) 5.08rnrnls (1.270rnrnls/div)
Time Lines at: 1.00 sec intervals
Cal OK A 0
Cal OK
0 Cal OK
v 0 Cal OK
T 0 ~~~-L~-~~~--~~~~~~~~~~----~~~--~----~~-----L---
s Is 2s 3s 4s Ss 6s 7s Ss 9s
Fourier Analysis (Amplitude Spectrum- Box Window) Acoustic {A) Radial {R) Vertical {V) Transverse (T)
1.44 Hz 13.13 Hz 1.75 Hz 13.19 Hz 3.42E+OI 7.79E+OI 7.79E+Ol 7.79E+OI
100 100
West Virginia Dean Sr. shallow
File: D1SAP007.DTB Event Number: 007 Date: 4/6/01 Time: 10:22 Acoustic Trigger: 114 dB Seismic Trigger: 0.025in/s 0.635mm/s Serial Number: 1781
Amplitudes and Frequencies Acoustic (A): 106 dB@ 0.0 Hz
(0.04Mb 0.0006psi 0.0040kPa)
Graph Information Duration: 0.000 sec To: 9.500 sec
Acoustic Scale: 120dB 0.20Mb (0.050Mb/div)
Seismic Scale:
Radial (R): O.OSin/s 1.27mm/s @ 12.1Hz
Vertical (V): 0.02in/s 0.508mm/s @ 14.2Hz
Transverse (T): O.OSin/s 1.27mm/s @ 12.1Hz
Calibration Date (yyyylmmldd): 2000/11122
0.20in/s (0.050in/s/div) 5.08rnm/s (1.270mm/s/div)
Time Lines at: 1.00 sec intervals
Cal OK A r--------------.......r-,'L..J~~---..-------- 0
Cal OK
~ Cal OK
~ Cal OK
T ~ s Is 2s 3s 4s 5s 6s 7s Ss 9s
Fourier Analysis (Amplitude Spectrum - Box Window) Acoustic (A) Radial (R) Vertical (V)
1.13 Hz 12.69 Hz 12.81 Hz 7.!3E+OI 7.61E+Ol 7.61E+Ol
0 IL____y_~~f!ffiM!oioollo--.~ 10 100 100
Frequency (Hz) Frequency (Hz)
Transverse (T) 12.69 Hz
7.61E+OI
100
West Virginia Dean Sr. shallow
File: D1SAP009.DTB Event Number: 009 Date: 4/6/01 Time: 15:43 Acoustic Trigger: 114 dB Seismic Trigger: 0.025in/s 0.635mm/s Serial Number: 1781
Amplitudes and Frequencies Acoustic (A): 112 dB @ 1.9 Hz
(0.08Mb 0.0012psi 0.0080kPa)
Graph Information Duration: 0.000 sec To: 9.500 sec
Acoustic Scale: 120dB 0.20Mb (0.050Mb/div)
Seismic Scale:
Radial (R): 0.055inls 1.397mm/s @ 13.1Hz
Vertical (V): 0.03in/s 0.762mm/s @ 10.2Hz
Transverse (T): 0.06in/s 1.524mm/s @ 13.8Hz
Calibration Date (yyyylmmldd): 2000/11122
0.20in/s (0.050in/s/div) 5.08mm/s (1.270mm/s/div)
Time Lines at: 1.00 sec intervals
Cal OK
0 Cal OK
J Cal OK
J Cal OK
J ~----~------~----~------~------~-----·~--~~----~------~--
28 3s 4s Ss 6s 7s 8s 9s
Fourier Analysis (Amplitude Spectrum- Box Window) Acoustic (A)
1.38Hz Radial (R) Vertical (V) 11.75 Hz 12.25 Hz
Transverse (T) 12.81 Hz
5.25E+Ol 4.68E+Ol 4.68E+Ol 4.68E+Ol
100 Frequency (Hz) Frequency (Hz)
West Virginia Dean Sr. shallow
File: D1SAP019.DTB Event Number: 019 Date: 4/9/01 Time: 12:41 Acoustic Trigger: 114 dB Seismic Trigger: 0.025inls 0.635mm/s Serial Number: 1781
Amplitudes and Frequencies Acoustic (A): 114 dB @ 1.4 Hz
(O.lOMb 0.0015psi O.OlOOkPa)
Graph Information Duration: 0.000 sec To: 9.500 sec
Acoustic Scale: 120dB 0.20Mb (0.050Mb/div)
Seismic Scale:
Radial (R): 0.025inls 0.635mm/s @ 17.0Hz
Vertical (V): 0.02inls 0.508mm/s @ 13.4Hz
Transverse (T): 0.04in/s 1.016mm/s @ 14.2Hz
Calibration Date (yyyylmmldd): 2000/11122
0.20in/s (O.OSOinls/div) 5.08mm/s (1.270mm/s/div)
Time Lines at: 1.00 sec intervals
Cal OK A 0
Cal OK
~ Cal OK
1--v_,"""""""',_.....~-----~--··--------· ~ Cal OK
T ·~ b---~---~--~~---~---~-~~---~--~~---L--
ls 2s 3s 4s Ss 6s 7s Ss 9s s Fourier Analysis (Amplitude Spectrum~ Box Window)
Acoustic (A) 1.56 Hz
Radial (R) Vertical (V) 12.13 Hz 12.63 Hz
Transverse (T) 12.63 Hz
8.95E+Ol 3.16E+Ol 3.16E+Ol 3.16E+Ol
100 100
West Virginia Dean Sr. shallow
File: D1SAP020.DTB Event Number: 020 Date: 4/9/01 Time: 16:35 Acoustic Trigger: 114 dB Seismic Trigger: 0.025in/s 0.635mm/s Serial Number: 1781
Amplitudes and Frequencies Acoustic (A): 110 dB@ 1.8 Hz
(0.06Mb 0.0009psi 0.0060kPa)
Graph Information Duration: 0.000 sec To: 9.500 sec
Acoustic Scale: 120dB 0.20Mb (0.050Mb/div)
Seismic Scale:
Radial (R): 0.025in/s 0.635mm/s @ 12.8Hz
Vertical (V): O.Olin/s 0.254mm/s @ O.OHz
Transverse (T): O.Olin/s 0.254mm/s @ O.OHz
Calibration Date (yyyylmmldd): 2000/11/22
0.20inls (0.050inls/div) 5.08mm/s (1.270mm/s/div)
Time Lines at: 1.00 sec intervals
Cal OK A 0
Cal OK
~~~---·~----·---------------------- 0 Cal OK
v 0 Cal OK
0 Is 2s 3s 4s Ss 6s 7s 8s 9s
Fourier Analysis (Amplitude Spectrum~ Box Window) Acoustic (A) Radial (R) Vertical (V) Transverse (T)
2.00 Hz 12.94 Hz 2.00 Hz 12.94 Hz 4.1IE+OI 1.81E+Ol 1.81E+Ol l.SIE+Ol
0 (~-~... 100 O I ·- 10 100 O !----------:--'-::--'-'-~'-=
Frequency (Hz) Frequency (Hz) Frequency (Hz)
West Virginia Dean Sr. shallow
File: D1SAP02l.DTB Event Number: 021 Date: 4/10/01 Time: 15:45 Acoustic Trigger: 114 dB Seismic Trigger: 0.025inls 0.635mm/s Serial Number: 1781
Amplitudes and Frequencies Acoustic (A): 116 dB@ 1.4 Hz
(0.12Mb 0.0017psi 0.0120kPa)
Graph Information Duration: 0.000 sec To: 9.500 sec
Acoustic Scale: 120dB 0.20Mb (0.050Mb/div)
Seismic Scale:
Radial (R): 0.03inls 0.762mm/s @ 15.0Hz
Vertical (V): 0.02inls 0.508mm/s @ 9.3Hz
Transverse (T): 0.045in/s 1.143mm/s @ 14.2Hz
Calibration Date (yyyylmmldd): 2000/11/22
0.20in/s (0.050in/s/div) 5.08mm/s (1.270mm/s/div)
Time Lines at: 1.00 sec intervals
Cal OK A 0
Cal OK
-R~-----------·-- ----------------------- J v
s Is 2s
Acoustic (A) 1.50 Hz
7.81E+Ol
Cal OK
J Cal OK
J 3s 4s 5s 6s 7s Ss 9s
Fourier Analysis (Amplitude Spectrum- Box Window)
3.26E+OI
Radial (R) Vertical (V) 3.00 Hz 2.81 Hz
3.26E+Ol
Transverse (T) 2.50 Hz
3.26E+Ol
~ ~ ~ lJ;.. lO 100 ° I 10 .M!i'l!lliii.IOO
Frequency (Hz) Frequency (Hz) Frequency (Hz)
West Virginia Dean Sr. shallow
File: D1SAP022.DTB Event Number: 022 Date: 4/10/01 Acoustic Trigger: 114 dB Seismic Trigger: 0.025in/s 0.635mm/s
Time: 16:53 Serial Number: 1781
Amplitudes and Frequencies Acoustic (A): 100 dB@ 0.0 Hz
(0.02Mb 0.0003psi 0.0020kPa)
Graph Information Duration: 0.000 sec To: 9.500 sec
Acoustic Scale: 120dB 0.20Mb (0.050Mb/div)
Seismic Scale:
Radial (R): 0.035in/s 0.889mm/s @ 13.4Hz
Vertical (V): 0.015in/s 0.38lmm/s @ l3.8Hz
Transverse (T): 0.025in/s 0.635mm/s @ 16.5Hz
Calibration Date (yyyylmmldd): 2000111122
0.20in/s (0.050in/s/div) 5.08mm/s (1.270mm/s/div)
Time Lines at: 1.00 sec intervals
Cal OK A 0
Cal OK
-R ~~---·-·~--------------------------- ~ Cal OK
v ~ Cal OK
~ b---~----·-~--~~--~------~--~------~----~~---~-
ls 2s 3s 4s Ss 6s 7s 8s 9s s
Acoustic (A) 1.19 Hz
2.72E+Ol
Fourier Analysis (Amplitude Spectrum- Box Window) Radial (R) Vertical (V) 12.75 Hz 12.69 Hz
S.IOE+Ol S.IOE+Ol
, ~&L .... I 10 100
Frequency (Hz)
Transverse (f) 13.44 Hz
S.IOE+OI
10 100 Frequency (Hz)
West Virginia Dean Sr. shallow
File: D1SAP040.DTB Event Number: 040 Date: 4/11/01 Time: 09:57 Acoustic Trigger: 114 dB Seismic Trigger: 0.025in/s 0.635mm/s Serial Number: 1781
Amplitudes and Frequencies Acoustic (A): 116 dB@ 5.6 Hz
(0.12Mb 0.0017psi 0.0120kPa)
Graph Information Duration: 0.000 sec To: 9.500 sec
Acoustic Scale: 120dB 0.20Mb (0.050Mb/div)
Seismic Scale:
Radial (R): 0.025in/s 0.635mm/s @ 10.8Hz Vertical (V): 0.015in/s 0.381mm/s @ 9.3Hz
Tr:,nsverse (T): 0.025in/s 0.635mm/s @ 8.6Hz Calibration Date (yyyylmmldd): 2000/11122
0.20in/s (0.050in/s/div) 5.08mm/s (1.270mm/s/div)
Time Lines at: 1.00 sec intervals
Cal OK -A 0
Cal OK
~ Cal OK
v ~ Cal OK
T ~ ·--~-----L------~----~~----~------~-----~ s Is 2s 3s 4s 5s 6s 7s 8s 9s
Fourier Analysis (Amplitude Spectrum- Box Window) Acoustic (A) Radial (R) Vertical (V) Transverse (T)
1.31 Hz 11.94 Hz 2.31 Hz 3.44 Hz 7.09E+Ol 2.76E+Ol 2.76E+Ol 2.76E+Ol
I
10 100 Frequency (Hz)
West Virginia Dean Sr. shallow
File: D1SAP042.DTB Event Number: 042 Date: 4/12/01 Time: 10:37 Acoustic Trigger: 114 dB Seismic Trigger: 0.025in/s 0.635mm/s Serial Number: 1781
Amplitudes and Frequencies Acoustic (A): 114 dB@ 10.4 Hz
(0.10Mb 0.0015psi 0.0100kPa)
Graph Information Duration: 0.000 sec To: 9.500 sec
Acoustic Scale: 120dB 0.20Mb (0.050Mb/div)
Seismic Scale:
Radial (R): 0.035in/s 0.889mm/s @ 11.6Hz Vertical (V): 0.02inls 0.508mm/s @ 12.1Hz
Transverse (T): 0.02inls 0.508mm/s @ ll.lHz
Calibration Date (yyyylmmldd): 2000/11122
0.20in/s (0.050in/s/div) 5.08mm/s {1.270mm/s/div)
T
s Is 2s
Acoustic (A) 1.00 Hz
8.38E+Ol
Time Lines at: 1.00 sec intervals
3s 4s Ss 6s 7s 8s
Fourier Analysis (Amplitude Spectrum- Box Window) Radial (R) Vertical (V) 11.56 Hz 2.69 Hz
Cal OK
0 Cal OK
0 Cal OK
0 Cal OK
0 9s
Transverse (T) 11.75Hz
5.02E+Ol 5.02E+Ol 5.02E+Ol
--~o·.Jll\\lM!IIIIIMIOO Frequency (Hz)
100
West Virginia Dean Sr. shallow
File: D1SAP043.DTB Event Number: 043 Date: 4/12/01 Acoustic Trigger: 114 dB Seismic Trigger: 0.025in/s 0.635mm/s
Time: 12:22 Serial Number: 1781
Amplitudes and Frequencies Acoustic (A): 114 dB @ 1.1 Hz
(O.lOMb 0.0015psi 0.0100kPa)
Graph Information Duration: 0.000 sec To: 9.500 sec
Acoustic Scale: 120dB 0.20Mb (0.050Mb/div)
Seismic Scale:
Radial (R): 0.03in/s 0.762mm/s @ 14.2Hz Vertical (V): 0.015in/s 0.381mm/s @ 11.6Hz
Transverse (T): 0.02in/s 0.508mm/s @ 13.8Hz
Calibration Date (yyyylmmldd): 2000111122
0.20inls (0.050in/s/div) 5.08mm/s (1.270mm/s/div)
Time Lines at: 1.00 sec intervals
Cal OK A 0
Cal OK
V"-Cal OK
v V"-Cal OK
T V"-~-----L------L-----~------~------~------L------L---~~----~--
18 2s 3s 4s 5s 6s 7s Ss 9s s
Fourier Analysis (Amplitude Spectrum- Box Window) Acoustic (A) Radial (R) Vertical (V)
1.00 Hz 12.81 Hz 3.50 Hz 1.40E+02 3.52E+Ol 3.52E+Ol
100
Transverse (T) 12.81 Hz
3.52E+Ol
100
West Virginia Dean Sr. shallow
File: D1SAP046.DTB Event Number: 046 Date: 4/13/01 Time: 10:30 Acoustic Trigger: 114 dB Seismic Trigger: 0.025in/s 0.635nnn/s Serial Number: 1781
Amplitudes and Frequencies Acoustic (A): 112 dB @ 4.2 Hz
(0.08Mb 0.0012psi 0.0080kPa)
Graph Information Duration: 0.000 sec To: 9.500 sec
Acoustic Scale: 120dB 0.20Mb (0.050Mb/div)
Seismic Scale:
Radial (R): 0.035in/s 0.889mm/s @ 11.9Hz
Vertical (V): 0.015in/s 0.381mm/s @ 16.5Hz
Transverse (T): 0.015in/s 0.381mm/s @ 15.5Hz
Calibration Date (yyyylmm/dd): 2000/11122
0.20in/s (0.050in/s/div) 5.08mm/s (1.270mm/s/div)
Time Lines at: 1.00 sec intervals
A
v
T
s Is 2s 3s 4s 5s 6s 7s 8s
Fourier Analysis (Amplitude Spectrum - Box Window) Acoustic (A) Radial (R) Vertical (V)
1.06 Hz 12.88 Hz 2.56 Hz
Cal OK
0 Cal OK
~ Cal OK
~ Cal OK
~ 9s
Transverse (T) 12.94 Hz
9.01E+OI 3.59E+OJ 3.59E+OI 3.59E+Ol
10 100 100 Frequency (Hz)
West Virginia Dear Sr. deep
File: D1DAP003.DTB Event Number: 003 Date: 4/3/01 Time: 08:40 Acoustic Trigger: 114 dB Seismic Trigger: 0.025in/s 0.635mm/s Serial Number: 1782
Amplitudes and Frequencies Acoustic (A): 114 dB @ 3.8 Hz
(O.lOMb 0.0015psi 0.0100kPa)
Graph Information Duration: 0.000 sec To: 9.500 sec
Acoustic Scale: 120dB 0.20Mb (0.050Mb/div)
Seismic Scale:
Radial (R): 0.02in/s 0.508mm/s @ 16.0Hz
Vertical (V): O.Olinls 0.254mm/s @ O.OHz
Transverse (T): 0.025in/s 0.635mmls @ 12.4Hz
Calibration Date (yyyy!mm/dd): 2000/11/22
0.20in/s (0.050in/s/div) 5.08mm/s (1.270mm/s/div)
A
v
T
s Is 2s
Acoustic (A) 2.88 Hz
2.79E+Ol
Time Lines at: 1.00 sec intervals
3s 4s 5s 6s 7s Ss
Fourier Analysis (Amplitude Spectrum- Box Window) Radial (R) Vertical (V) 13.63 Hz 3.88 Hz
Cal OK
0 Cal OK
.. --- J Cal OK
J Cal OK
J 9s
Transverse (T) 12.06 Hz
2.41E+Ol 2.41E+Ol 2.41E+Ol
10 100 10 100 Frequency (Hz) Frequency (Hz)
West Virginia Dear Sr. deep
File: D1DAP004.DTB Event Number: 004 Date: 4/3/01 Acoustic Trigger: 114 dB Seismic Trigger: 0.025inls 0.635mm/s
Time: 13:50 Serial Number: 1782
Amplitudes and Frequencies Acoustic (A): 106 dB @ 0.0 Hz
(0.04Mb 0.0006psi 0.0040kPa)
Graph Information Duration: 0.000 sec To: 9.500 sec
Acoustic Scale: 120dB 0.20Mb (0.050Mb/div)
Seismic Scale:
Radial (R): 0.025inls 0.635mm/s @ 15.0Hz
Vertical (V): O.Olinls 0.254mm/s @ O.OHz
Transverse (1): O.OJin/s 0.762mm/s @ 15.0Hz
Calibration Date (yyyylmmldd): 2000/11/22
0.20inls (0.050inls/div) 5.08mm/s (1.270mm/s/div)
A
v
T
s Is 2s
Acoustic (A) 1.00 Hz
3.94E+OI
Time Lines at: 1.00 sec intervals
Cal OK
0 Cal OK
J Cal OK
J Cal OK
J 3s 4s 5s 6s 7s 8s 9s
Fourier Analysis (Amplitude Spectrum - Box Window)
2.58E+Ol
Radial (R) Vertical (V) 12.75 Hz 3.94 Hz
2.58E+Ol
Transverse (T) 12.56 Hz
2.58E+Ol
10 100 ° r---~~o- 100 Frequency (Hz) Frequency (Hz)
West Virginia Dear Sr. deep
File: DlDAP005.DTB Event Number: 005 Date: 4/4/01 Time: 11:19 Acoustic Trigger: 114 dB Seismic Trigger: 0.025in/s 0.635nun/s Serial Number: 1782
Amplitudes and Frequencies Acoustic (A): 110 dB@ 2.1 Hz
(0.06Mb 0.0009psi 0.0060kPa)
Graph Information Duration: 0.000 sec To: 9.500 sec
Acoustic Scale: 120dB 0.20Mb (0.050Mb/div)
Seismic Scale:
Radial (R): 0.03inls 0.762mm/s @ 13.4Hz
Vertical (V): 0.015inls 0.381mm/s @ 16.0Hz
Transverse (T): 0.045in/s 1.143mmls @ 13.1Hz
Calibration Date (yyyylmm/dd): 2000/11/22
0.20inls (0.050in/s/div) 5.08mm/s (1.270nun/s/div)
Time Lines at: 1.00 sec intervals
Cal OK
0 Cal OK
~ Cal OK
-v V"'-Cal OK
T ~ s Is 2s 3s 4s 5s 6s 7s Ss 9s
Fourier Analysis (Amplitude Spectrum~ Box Window) Acoustic (A) Radial (R) Vertical (V) Transverse (T)
1.69 Hz 13.31 Hz 1.69 Hz 12.88 Hz 3.73E+OI 6.28E+OI 6.28E+OI 6.28E+OI
100 10 100 Frequency (Hz) Frequency (Hz)
West Virginia Dear Sr. deep
File: D1DAP006.DTB Event Number: 006 Date: 4/5/01 Time: 10:33 Acoustic Trigger: 114 dB Seismic Trigger: 0.025in/s 0.635mm/s Serial Number: 1782
Amplitudes and Frequencies Acoustic (A): 106 dB@ 0.0 Hz
(0.04Mb 0.0006psi 0.0040kPa)
Graph Information Duration: 0.000 sec To: 9.500 sec
Acoustic Scale: 120dB 0.20Mb (0.050Mb/div)
Seismic Scale:
Radial (R): 0.04in/s 1.016mm/s @ 13.8Hz
Vertical (V): 0.02in/s 0.508mm/s @ 21.3Hz
Transverse (T): O.OSin/s 1.27mmls @ 15.0Hz Calibration Date (yyyylmm/dd): 2000/11/22
0.20in/s (0.050in/s/div) 5.08mm/s (1.270mm/s/div)
Time Lines at: 1.00 sec intervals
Cal OK A 0
Cal OK
F Cal OK
v F Cal OK
T F ~s------~~-s----~2-s----~3~s----~4~s------~Ss------~6-s---~~7~s----~8~s-------~---
Acoustic (A) 1.00 Hz
3.84E+OI
Fourier Analysis (Amplitude Spectrum - Box Window) Radial (R) Vertical (V) Transverse (T) 13.25 Hz 14.81 Hz 13.13 Hz
7.64E+OI 7.64E+Ol 7.64E+OI
100 100
West Virginia Dear Sr. deep
File: D1DAP007.DTB Event Number: 007 Date: 4/6/01 Acoustic Trigger: 114 dB Seismic Trigger: 0.025in/s 0.635mm/s
Time: 10:21 Serial Number: 1782
Amplitudes and Frequencies Acoustic (A): 106 dB@ 0.0 Hz
(0.04Mb 0.0006psi 0.0040kPa)
Graph Information Duration: 0.000 sec To: 9.500 sec
Acoustic Scale: 120dB 0.20Mb (0.050Mb/div)
Seismic Scale:
Radial (R): 0.035inls 0.889mm/s @ 14.6Hz
Vertical (V): 0.015in/s 0.381mm/s @ 17.0Hz
Transverse (T): 0.05in/s 1.27mm/s @ 12.4Hz
Calibration Date (yyyylmm/dd): 2000/11122
0.20in/s (0.050inls/div) 5.08mm/s (1.270mm/s/div)
Time Lines at: 1.00 sec intervals
Cal OK A ~------------------~.~~~.~~------~-------------- 0
Cal OK
'V IV' ~ Cal OK
v ~ Cal OK
~ b----------';--------';o------.J .J...------';;;------';:;:-------';:;------Q_s Is 2s 3s 4s Ss 6s 7s 8s 9s
Fourier Analysis (Amplitude Spectrum- Box Window) Acoustic (A) Radial (R) Vertical (V) Transverse (T)
1.06 Hz 12.75 Hz 12.06 Hz 12.75 Hz 6.68E+OI 7.61E+Ol 7.61E+Ol 7.61£+01
-
0- ~~~~Ill o-·~J~ v...... o-A~ .. I o~ll 1 10 100 1 10 100 1 10 100 I 10 100
Frequency (Hz) Frequency (Hz) Frequency (Hz) Frequency (Hz)
File: D1DAP008.DTB Event Number: 008 Date: 4/6/01 Time: 15:42 Acoustic Trigger: 114 dB Seismic Trigger: 0.025inls 0.635mmls Serial Number: 1782
Amplitudes and Frequencies Acoustic (A): 110 dB@ 2.7 Hz
(0.06Mb 0.0009psi 0.0060kPa)
Graph Information Duration: 0.000 sec To: 9.500 sec
Acoustic Scale: 120dB 0.20Mb (0.050Mb/div)
Seismic Scale:
Radial (R): 0.05in/s 1.27mmls @ 13.4Hz
Vertical (V): 0.02inls 0.508mmls @ 18.9Hz
Transverse (T): 0.06in/s 1.524mm/s @ 13.4Hz
Calibration Date (yyyylmm/dd): 2000/11122
0.20in/s (0.050inls/div) 5.08mmls (1.270mmls/div)
A
v
-T
s Is 2s
Acoustic (A) 1.94 Hz
6.02E+Ol
Time Lines at: 1.00 sec intervals
3s 4s Ss 6s 7s 8s
Fourier Analysis (Amplitude Spectrum- Box Window) Radial (R) Vertical (V) 12.75 Hz 12.13 Hz
Cal OK
0 Cal OK
0 Cal OK
0 Cal OK
0 9s
Transverse (T) 10.19 Hz
4.06E+Ol 4.06E+Ol 4.06E+Ol
10 100 °! 10 100 Frequency (Hz) Frequency (Hz)
West Virginia Dear Sr. deep
File: D1DAP015.DTB Event Number: 015 Date: 4/9/01 Time: 12:40 Acoustic Trigger: 114 dB Seismic Trigger: 0.025in/s 0.635nnn/s Serial Number: 1782
Amplitudes and Frequencies Acoustic (A): 114 dB @ 1.5 Hz
(O.lOMb 0.0015psi O.OlOOkPa)
Graph Information Duration: 0.000 sec To: 9.500 sec
Acoustic Scale: 120dB 0.20Mb (0.050Mb/div)
Seismic Scale:
Radial (R): 0.03in/s 0.762mrnls @ 15.5Hz Vertical (V): O.Olinls 0.254mm/s @ O.OHz
Transverse (1): 0.025in/s 0.635mm/s @ 12.4Hz
Calibration Date (yyyy!mm/dd): 2000/11122
0.20in/s (0.050inls/div) 5.08mm/s (1.270mm/s/div)
Time Lines at: 1.00 sec intervals
Cal OK
0 Cal OK
V"'-Cal OK
v '~ Cal OK
V"'-b-----~ls------~2-s,----·~------~4s------~5-s----~6~s----~7~s------~8s------~9-s-
Fourier Analysis (Amplitude Spectrum- Box Window) Acoustic (A) Radial (R) Vertical (V) Transverse (T)
8.89E+OI 1.50 Hz 14.00 Hz 13.06 Hz 12.38 Hz
2.36E+Ol
10 100 Frequency (Hz)
2.36E+OI
0 ~-~~ ----·------'.<1 o=---"'"'-·-'--'"""""~
Frequency (Hz)
2.36E+Ol
West Virginia Dear Sr. deep
File: D1DAP016.DTB Event Number: 016 Date: 4/10/01 Acoustic Trigger: 114 dB Seismic Trigger: 0.025in/s 0.635mm/s
Time: 15:44 Serial Number: 1782
Amplitudes and Frequencies Acoustic (A): 116 dB@ 1.6 Hz
(0.12Mb 0.0017psi 0.0120kPa)
Graph Information Duration: 0.000 sec To: 9.500 sec
Acoustic Scale: 120dB 0.20Mb (0.050Mb/div)
Seismic Scale:
Radial (R): 0.04in/s 1.016mm/s @ 13.8Hz Vertical (V): 0.02inls 0.508mm/s @ 9.3Hz
Transverse (T): 0.025inls 0.635mrnls @ 12.8Hz
Calibration Date (yyyylmm/dd): 2000/11/22
0.20in/s (0.050in/s/div) 5.08mrnls (1.270mm/s/div)
Time Lines at: 1.00 sec intervals
A
R
v
2s 3s 4s 5s 6s 7s Ss
Fourier Analysis (Amplitude Spectrum- Box Window) Acoustic (A) Radial (R) Vertical (V)
2.19 Hz 15.31 Hz 2.75 Hz
Cal OK
0 Cal OK
yA-Cal OK
yA-Cal OK
yA-9s
Transverse (T) 13.00 Hz
7.49E+OI 2.09E+OI 2.09E+OI 2.09E+OI
-~-~-·~~,!~.
10 100 Frequency (Hz)
West Virginia Dear Sr. deep
File: D1DAP017.DTB Event Number: 017 Date: 4/10/01 Time: 16:52 Acoustic Trigger: 114 dB Seismic Trigger: 0.025in/s 0.635nun/s Serial Number: 1782
Amplitudes and Frequencies Acoustic (A): 100 dB @ 0.0 Hz
(0.02Mb 0.0003psi 0.0020kPa)
Graph Information Duration: 0.000 sec To: 9.500 sec
Acoustic Scale: 120dB 0.20Mb (0.050Mb/div)
Seismic Scale:
Radial (R): 0.02in/s 0.508nun/s @ 17.0Hz
Vertical (V): O.Olin/s 0.254nun/s @ O.OHz
Transverse {T): 0.035in/s 0.889mm/s @ 14.2Hz
Calibration Date (yyyylmmldd): 2000111122
0.20in/s (0.050in/s/div) 5.08mmls (1.270nun/s/div.)
Time Lines at: 1.00 sec intervals
Cal OK
~~A~------------~---~-------------------------------------- 0 Cal OK
~ Cal OK
v ~~~-----~---------------------------------------------------------- ~
Cal OK
~-~---------------------··--------------------------------- ~ k>s Is 2s 3s 4s 5s 6s 7s 8s 9s
Fourier Analysis (Amplitude Spectrum~ Box Window) Acoustic (A)
1.13 Hz
~''" oi.L-~~10M~~10o Frequency (Hz)
Radial (R) Vertical (V) 13.44 Hz 13.19 Hz
4.09E+Ol 4.09E+Ol
0 ~0-~-f\.c~~~ I 10 100
0 .__/~A l 10 100
Frequency (Hz) Frequency (Hz)
Transverse (T) 12.81 Hz
4.09E+OI
O _ /\MMl<i ~AI. ... I 10 100
Frequency (Hz)
File: D1DAP026.DTB Event Number: 026 Date: 4/12/01 Time: 10:36 Acoustic Trigger: 114 dB Seismic Trigger: 0.025inls 0.635mm/s Serial Number: 1782
Amplitudes and Frequencies Acoustic (A): 114 dB@ 10.0 Hz
(0.10Mb 0.0015psi 0.0100kPa)
Graph Information Duration: 0.000 sec To: 9.500 sec
Acoustic Scale: 120dB 0.20Mb (O.OSOMb/div)
Seismic Scale:
Radial (R): 0.02inls 0.508mm/s @ 13.4Hz
Vertical (V): O.OlSinls 0.381mm/s @ 12.8Hz
Transverse (T): 0.03in/s 0.762mm/s @ 13.8Hz
Calibration Date (yyyylmm/dd): 2000/11122
0.20inls (O.OSOinls/div) 5.08mm/s (1.270mm/s/div)
A
v
Acoustic (A) 1.00 Hz
7.83E+OI
Time Lines at: 1.00 sec intervals
Cal OK
0 Cal OK
~ Cal OK
~ Cal OK
~ 3s 4s Ss 6s 7s Ss 9s
Fourier Analysis (Amplitude Spectrum- Box Window) Radial (R) Vertical (V) Transverse (T) 10.88 Hz 10.69 Hz 11.63 Hz
5.24E+OJ 5.24E+OI 5.24E+OI
100 100 10 100 Frequency (Hz)
West Virginia Dear Sr. deep
File: D1DAP027.DTB Event Number: 027 Date: 4/12/01 Time: 12:21 Acoustic Trigger: 114 dB Seismic Trigger: 0.025in/s 0.635mm/s Serial Number: 1782
Amplitudes and Frequencies Acoustic (A): 114 dB @ 1.3 Hz
(O.lOMb 0.0015psi O.OlOOkPa)
Graph Information Duration: 0.000 sec To: 9.500 sec
Acoustic Scale: 120dB 0.20Mb (0.050Mb/div)
Seismic Scale:
Radial (R): 0.015inls 0.381mm/s @ 20.4Hz
Vertical (V): 0.015in/s 0.381mm/s @ 8.6Hz
Transverse (T): 0.03in/s 0.762mm/s @ 12.4Hz Calibration Date (yyyylmmldd): 2000/11/22
0.20in/s (0.050in/s/div) 5.08mm/s (1.270rmn/s/div)
-A
v
Is 2s
Acoustic (A) 1.00 Hz
J.24E+02
Time Lines at: 1.00 sec intervals
3s 4s 5s 6s 7s Ss
Fourier Analysis (Amplitude Spectrum- Box Window) Radial (R) Vertical (V) 15.13 Hz 3.75 Hz
Cal OK
0 Cal OK
~ Cal OK
~ Cal OK
~ 9s
Transverse (T) 12.75 Hz
3.39E+Ol 3.39E+Ol 3.39E+Ol
100 10 100 lO 100 Frequency (Hz) Frequency (Hz)
West Virginia Dear Sr. deep
File: D1DAP028.DTB Event Number: 028 Date: 4/13/01 Time: 10:29 Acoustic Trigger: 114 dB Seismic Trigger: 0.025in/s 0.635mm/s Serial Number: 1782
Amplitudes and Frequencies Acoustic (A): 112 dB@ 5.0 Hz
(0.08Mb 0.0012psi 0.0080kPa)
Graph Information Duration: 0.000 sec To: 9.500 sec
Acoustic Scale: 120dB 0.20Mb (0.050Mb/div)
Seismic Scale:
Radial (R): O.Ol5inls 0.381mm/s @ 17.6Hz
Vertical (V}: O.Olinls 0.254mm/s @ O.OHz
Transverse (T): 0.03in/s 0.762mmls @ 12.1Hz
Calibration Date (yyyylmmldd): 2000/11122
0.20in/s (0.050in/s/div) 5.08mm/s (1.270mm/s/div)
Time Lines at: 1.00 sec intervals
Cal OK A 0
Cal OK
~ Cal OK
v ~ Cal OK
~ Is 2s 3s 4s 5s 6s ---'::-7s-~-'ss~--9g----"
Fourier Analysis (Amplitude Spectrum - Box Window) Acoustic (A) Radial (R) Vertical (V) Transverse (T)
9.31£+01 1.13 Hz 13.00 Hz 2.50 Hz 12.94 Hz
10 Frequency (Hz)
3.55£+01 3.55£+01 3.55£+01
100
West Virginia Dean Jr. surface
File: D2SAP005.DTB Event Number: 005 Date: 4/3/01 Time: 08:38 Acoustic Trigger: 114 dB Seismic Trigger: 0.025in/s 0.635mm/s Serial Number: 1779
Amplitudes and Frequencies Acoustic (A): 114 dB@ 5.4 Hz
(O.lOMb 0.0015psi O.OlOOkPa)
Graph Information Duration: 0.000 sec To: 9.500 sec
Acoustic Scale: 120dB 0.20Mb (0.050Mb/div)
Seismic Scale:
Radial (R): 0.02Sin/s 0.635mm/s @ lS.SHz
Vertical (V): O.Olin/s 0.254mm/s @ O.OHz
Transverse (T): 0.015in/s 0.381mm/s @ 20.4Hz
Calibration Date (yyyylmmldd): 2000/11/22
0.20in/s (0.050in/s/div) 5.08mm/s (1.270mm/s/div)
Time Lines at: 1.00 sec intervals
Cal OK -A
--..1\...-·,---------"---~-----~- 0 Cal OK
v0 Cal OK
1--'v'-----"'~~'--"-'~---~--····-···----------------·--~ .. ~~~~~~- v0
Acoustic (A) 2.94 Hz
3.82E+OI
Cal OK
v0 9s
Fourier Analysis (Amplitude Spectrum~ Box Window) Radial (R) Vertical (V) 11.94 Hz 20.13 Hz
1.99E+Ol 1.99E+Ol
0 i-·- -----'--:-'::1 0:-----'="""""""':
Frequency (Hz)
Transverse (T) 15.19 Hz
1.99E+OI
West Virginia Dean Jr. surface
File: D2SAP007.DTB Event Number: 007 Date: 4/3/01 Acoustic Trigger: 114 dB Seismic Trigger: 0.025in/s 0.635mm/s
Time: 13:48 Serial Number: 1779
Amplitudes and Frequencies Acoustic (A): ll 0 dB @ 1.6 Hz
(0.06Mb 0.0009psi 0.0060kPa)
Graph Information Duration: 0.000 sec To: 9.500 sec
Acoustic Scale: 120dB 0.20Mb (0.050Mb/div)
Seismic Scale:
Radial (R): 0.035in/s 0.889mm/s @ 14.2Hz
Vertical (V): 0.01in/s 0.254mm/s @ O.OHz
Transverse (T): 0.015in/s 0.381mm/s @ 22.2Hz
Calibration Date (yyyylmm/dd): 2000/11122
0.20in/s (0.050in/s/div) 5.08mmls (1.270mm/s/div)
Time Lines at: 1.00 sec intervals
Cal OK
0 Cal OK
.~~-J
Cal OK v J
Cal OK
J Is 2s 3s 4s Ss 6s 7s Ss 9s
Fourier Analysis (Amplitude Spectrum- Box Window) Acoustic (A) Radial (R) Vertical (V) Transverse (T)
6.27E+OI
1.00 Hz 13.19 Hz 21.69 Hz 16.56 Hz 2.82E+Ol
10 100 Frequency (Hz)
2.82E+Ol
01 --·----......L..-'-1 o....:........:..L.!.!!..,.,_ Frequency (Hz)
2.82E+OI
West Virginia Dean Jr. surface
File: D2SAP008.DTB Event Number: 008 Date: 4/3/01 Time: 17:03 Acoustic Trigger: 114 dB Seismic Trigger: 0.025in/s 0.635mm/s Serial Number: 1779
Amplitudes and Frequencies Acoustic (A): 118 dB@ 3.8 Hz
(0.16Mb 0.0023psi 0.0160kPa)
Graph Information Duration: 0.000 sec To: 9.500 sec
Acoustic Scale: 120dB 0.20Mb (0.050Mb/div)
Seismic Scale:
Radial (R): 0.025in/s 0.635mmls @ 13.1Hz
Vertical (V): O.Olin/s 0.254mm/s @ O.OHz
Transverse (T): 0.015in/s 0.381nun/s @ 8.8Hz
Calibration Date (yyyy!mm/dd): 2000/11122
0.20in/s (0.050in/s/div) 5.08nun/s (1.270mm/s/div)
A
T
s Is 2s
Acoustic (A) 2.06 Hz
8.64E+Ol
Time Lines at: 1.00 sec intervals
3s 4s 5s 6s 7s Ss
Fourier Analysis (Amplitude Spectrum- Box Window) Radial (R) Vertical (V) 12.81 Hz 3.63 Hz
Cal OK
0 Cal OK
0 Cal OK
0 Cal OK
0 9s
Transverse (T) 7.56 Hz
2.07E+Ol 2.07E+OI 2.07E+OI
West Virginia Dean Jr. surface
File: D2SAP010.DTB Event Number: 010 Date: 4/4/01 Acoustic Trigger: 114 dB Seismic Trigger: 0.025in/s 0.635mm/s
Time: 11:18 Serial Number: 1779
Amplitudes and Frequencies Acoustic (A): 110 dB@ 2.0 Hz
(0.06Mb 0.0009psi 0.0060kPa)
Graph Information Duration: 0.000 sec To: 9.500 sec
Acoustic Scale: 120dB 0.20Mb (0.050Mb/div)
Seismic Scale:
Radial (R): 0.045in/s 1.143mm/s @ 11.9Hz
Vertical (V): 0.015in/s 0.381mm/s @ lO.OHz
Transverse (T): 0.02inls 0.508mm/s @ 21.3Hz
Calibration Date (yyyylmmldd): 2000/11122
0.20in/s (0.050in/s/div) 5.08mm/s (1.270mm/s/div)
A
-v
Time Lines at: 1.00 sec intervals
Cal OK
0 Cal OK
-~-~~-~---"-- J Cal OK
~~~--------------------------------~· J Cal OK
T J s Is 2s 3s 4s 5s 6s 7s 8s 9s
Fourier Analysis (Amplitude Spectrum - Box Window) Acoustic (A) Radial (R) Vertical (V) Transverse (T)
1.06 Hz 13.25 Hz 21.06 Hz 16.00 Hz 3.66E+Ol 5.81E+Ol 5.81E+Ol 5.81E+Ol
10 100 100 Frequency (Hz)
West Virginia Dean Jr. surface
File: D2SAP011.DTB Event Number: 011 Date: 4/5/01 Acoustic Trigger: 114 dB Seismic Trigger: 0.025in/s 0.635mm/s
Time: 10:31 Serial Number: 1779
Amplitudes and Frequencies Acoustic (A): 106 dB@ 0.0 Hz
(0.04Mb 0.0006psi 0.0040kPa)
Graph Information Duration: 0.000 sec To: 9.500 sec
Acoustic Scale: 120dB 0.20Mb (0.050Mb/div)
Seismic Scale:
Radial (R): 0.08in/s 2.032mm/s @ 14.2Hz
Vertical (V): 0.025in/s 0.635mm/s @ 18.2Hz
Transverse (T): 0.03in/s 0.762mm/s @ 17.6Hz
Calibration Date (yyyylmm/dd): 2000/11122
0.20in/s (0.050in/s/div) 5.08mm/s (1.270mm/s/div)
Time Lines at: 1.00 sec intervals
Cal OK
0 Cal OK
~~~~---·---·-·------··-------·· ~
Cal OK
~--v...,.,..,..,..~"""""'~"""""""""~..._....._---------------.. -·----------··--~
Cal OK T ~
1;;----------·________j_.__..·---"=---------'=--__ ___,,-----___ .J..._ __ ___l_,----__ _[_ ____ ~,---__ ~_
Os Is 2s 3s 4s 5s 6s 7s 8s 9s
Fourier Analysis (Amplitude Spectrum - Box Window) Acoustic (A)
1.00 Hz 5.23E+OI
~
~~" 01~~~~1~0~~~100 Frequency (Hz)
I.06E+02
Radial (R) Vertical (V) 13.06 Hz 21.81 Hz
1.06E+02
100 oh'~- .. ,
1 10 100 Frequency (Hz) Frequency (Hz)
Transverse (T) 13.19 Hz
1.06E+02
o~···' 1 10 100
Frequency (Hz)
West Virginia Dean Jr. surface
File: D2SAP012.DTB Event Number: 012 Date: 4/6/01 Time: 10:19 Acoustic Trigger: 114 dB Seismic Trigger: 0.025in/s 0.635mm/s Serial Number: 1779
Amplitudes and Frequencies Acoustic (A): 106 dB@ 0.0 Hz
(0.04Mb 0.0006psi 0.0040kPa)
Graph Information Duration: 0.000 sec To: 9.500 sec
Acoustic Scale: 120dB 0.20Mb (0.050Mb/div)
Seismic Scale:
Radial (R): O.OSSin/s 1.397mm/s @ 13.8Hz
Vertical (V): 0.015in/s 0.381mm/s @ 24.3Hz
Transverse (T): 0.025in/s 0.635mm/s @ 15.0Hz
Calibration Date (yyyylmmldd): 2000/11/22
0.20in/s (0.050in/s/div) 5.08mm/s (1.270mm/s/div)
A
s
Time Lines at: 1.00 sec intervals
Cal OK
111~~--~---··-···---··---~-·-------· .. ----~ ~
Cal OK
~ Cal OK
~ ...........J-:--------'::o-----'::c----__..J_,-------------'-=---...........J--:-----~---~---~-
ls 2s 3s 4s Ss 6s 7s Ss 9s
Acoustic (A) 1.06 Hz
Fourier Analysis (Amplitude Spectrum- Box Window) Radial (R) Vertical (V) 12.88 Hz 21.94 Hz
Transverse (f) 12.94 Hz
9.28E+OI 5.99E+Ol 5.99E+OI 5.99£+01
10 100 100 10 100 Frequency (Hz) Frequency (Hz)
West Virginia Dean Jr. surface
File: D2SAP013.DTB Event Number: 013 Date: 4/6/01 Time: 15:40 Acoustic Trigger: 114 dB Seismic Trigger: 0.025in/s 0.635mm/s Serial Number: 1779
Amplitudes and Frequencies Acoustic (A): 114 dB@ 6.4 Hz
(O.lOMb 0.0015psi 0.0100k:Pa)
Graph Information Duration: 0.000 sec To: 9.500 sec
Acoustic Scale: 120dB 0.20Mb (0.050Mb/div)
Seismic Scale:
Radial (R): 0.05inls 1.27mm/s @ 13.4Hz
Vertical (V): 0.03in!s 0.762mm/s @ 19.6Hz
Transverse (1): O.OSSin/s 1.397mmls @ 14.6Hz
Calibration Date (yyyy/mm/dd): 2000/11122
0.20inls (0.050inls/div) 5.08mm/s (1.270mm/s/div)
Time Lines at: 1.00 sec intervals
Cal OK
0 Cal OK
-J Cal OK
v -J Cal OK
~T~~I\AI WMM~~~------~--~~---------------------------------·------- -J s Is 2s 3s 4s Ss 6s 7s 8s 9s
Fourier Analysis (Amplitude Spectrum- Box Window) Acoustic (A) Radial (R) Vertical (V) Transverse (T)
1.94 Hz 12.94 Hz 20.13 Hz 12.81 Hz 6.38E+Ol 4.52E+Ol 4.52E+Ol 4.52E+Ol
West Virginia Dean Jr. surface
File: D2SAP016.DTB Event Number: 016 Date: 4/9/01 Time: 12:39 Acoustic Trigger: 114 dB Seismic Trigger: 0.025inls 0.635mm/s Serial Number: 1779
Amplitudes and Frequencies Acoustic (A): 116 dB@ 9.3 Hz
(0.12Mb 0.0017psi 0.0120kPa)
Graph Information Duration: 0.000 sec To: 9.500 sec
Acoustic Scale: 120dB 0.20Mb (0.050Mb/div)
Seismic Scale:
Radial (R): 0.035in/s 0.889mm/s @ 14.6Hz
Vertical (V): 0.025in/s 0.635mm/s @ 19.6Hz
Transverse (T): 0.035in/s 0.889mm/s @ 13.1Hz
Calibration Date (yyyylmmldd): 2000/11122
0.20in/s (0.050in/s/div) 5.08mm/s (1.270mm/s/div)
Time Lines at: 1.00 sec intervals
A
v
1-o----~-----L..~~~-'-=-~~-----",-----~~____L_~~~'-=-'-'--·........L....., __ ~ Is 2s 3s 4s Ss 6s 7s 8s
Fourier Analysis (Amplitude Spectrum- Box Window) Acoustic (A) Radial (R) Vertical (V)
1.50 Hz 12.38 Hz 20.38 Hz
Cal OK
0 Cal OK
~ Cal OK
~ Cal OK
~ 9s
Transverse (T) 12.88 Hz
8.08E+Ol 3.14E+Ol 3.14E+Ol 3.14E+OI
10 100 Frequency (Hz)
West Virginia Dean Jr. surface
File: D2SAP018.DTB Event Number: 018 Date: 4/10/01 Time: 15:42 Acoustic Trigger: 114 dB Seismic Trigger: 0.025inls 0.635mm/s Serial Number: 1779
Amplitudes and Frequencies Acoustic (A): 118 dB@ 6.4 Hz
(0.16Mb 0.0023psi 0.0160kPa)
Graph Information Duration: 0.000 sec To: 9.500 sec
Acoustic Scale: 120dB 0.20Mb (0.050Mb/div)
Seismic Scale:
Radial (R): 0.03in/s 0.762mrn/s @ 10.8Hz
Vertical (V): 0.02inls 0.508mm/s @ 17.0Hz
Transverse (T): 0.035in/s 0.889mm/s @ 18.2Hz Calibration Date (yyyylmm/dd): 2000/11122
0.20in/s (0.050in/s/div) 5.08mm/s (1.270mm/s/div)
Time Lines at: 1.00 sec intervals
A
T
b-~--~~~--~----~~----~------l-~~~~----~ Is 2s 3s 4s 5s 6s 7s Ss s
Acoustic (A) l.OOHz
Fourier Analysis (Amplitude Spectrum- Box Window) Radial (R) Vertical (V) 15.63 Hz 2.88 Hz
Cal OK
0 Cal OK
~ Cal OK
~ Cal OK
~ 9s
Transverse (T) 15.38 Hz
8.97E+OI 4.27E+OI 4.27E+OI 4.27E+Ol
10 100 Frequency (Hz)
West Virginia Dean Jr. surface
File: D2SAP024.DTB Event Number: 024 Date: 4/11101 Acoustic Trigger: 114 dB Seismic Trigger: 0.025in/s 0.635mm/s
Time: 09:54 Serial Number: 1779
Amplitudes and Frequencies Acoustic (A): 119 dB@ 7.4 Hz
(0.18Mb 0.0026psi 0.0180kPa)
Graph Information Duration: 0.000 sec To: 9.500 sec
Acoustic Scale: 120dB 0.20Mb (0.050Mb/div)
Seismic Scale:
Radial (R): O.OOSin/s 0.127mm/s @ O.OHz
Vertical (JI): O.OOSin/s 0.127mm/s @ O.OHz
Transverse (T): O.OOSin/s 0.127mm/s @ O.OHz
Calibration Date (yyyylmmldd): 2000/11122
0.20in/s (0.050in!s/div) 5.08mm/s (1.270mm/s/div)
"v
T
Is 2s
Acoustic (A) 1.31 Hz
Time Lines at: 1.00 sec intervals
3s 4s 5s 6s 7s 8s
Fourier Analysis (Amplitude Spectrum -Box Window) Radial (R) Vertical (V)
3.56 Hz 2.25 Hz
Cal OK
0 Cal OK
V"-Cal OK
-~ Cal OK
V"-9s
Transverse (T) 2.25 Hz
7.84E+OI 5.77E+OO 5.77E+OO 5.77E+OO
0 1 ~,~- -·~t- 100 oll...-...---~::-'-::o___:_.':...'..'!_J.]
Frequency (Hz) Frequency (Hz)
West Virginia Dean Jr. surface
File: D2SAP025.DTB Event Number: 025 Date: 4/12/01 Time: 10:35 Acoustic Trigger: 114 dB Seismic Trigger: 0.025in/s 0.635mm/s Serial Number: 1779
Amplitudes and Frequencies Acoustic (A): 119 dB@ 10.6 Hz
(0.18Mb 0.0026psi 0.0180kPa)
Graph Information Duration: 0.000 sec To: 9.500 sec
Acoustic Scale: 120dB 0.20Mb (0.050Mb/div)
Seismic Scale:
Radial (R): 0.03in/s 0.762mm/s @ 12.8Hz
Vertical (V): 0.015in/s 0.381mm/s @ 7.1Hz
Transverse (T): O.Olin/s 0.254mm/s @ O.OHz
Calibration Date (yyyy/mm/dd): 2000/11122
0.20in/s (0.050in/s/div) 5.08mm/s (1.270rmnls/div)
A
v
T
Is 2s
Acoustic (A) 1.00 Hz
1.07E+02
Time Lines at: 1.00 sec intervals
Cal OK
0 Cal OK
~------·-- ~
3s 4s Ss 6s 7s Ss
Fourier Analysis (Amplitude Spectrum - Box Window) Radial (R) Vertical (V) 11.56 Hz 11.75 Hz
Cal OK
~ Cal OK
~ 9s
Transverse (T) 10.94 Hz
3.84E+Ol 3.84E+Ol 3.84E+Ol
100
West Virginia Dean Jr. surface
File: D2SAP026.DTB Event Number: 026 Date: 4/12/01 Acoustic Trigger: 114 dB Seismic Trigger: 0.025in/s 0.635mm/s
Time: 12:20 Serial Number: 1779
Amplitudes and Frequencies Acoustic (A): 116 dB@ 1.1 Hz
(0.12Mb 0.0017psi 0.0120kPa)
Graph Information Duration: 0.000 sec To: 9.500 sec
Acoustic Scale: 120dB 0.20Mb (0.050Mb/div)
Seismic Scale:
Radial (R): 0.03in/s 0.762mm/s @ 14.2Hz
Vertical (V): 0.02inls 0.508mm/s @ 16.5Hz
Transverse (T): 0.015in/s 0.381mm/s @ 21.3Hz
Calibration Date (yyyylmmldd): 2000/11122
0.20inls (0.050in/s/div) 5.08mm/s (1.270mm/s/div)
v
T
s Is 2s
Acoustic (A) 1.00 Hz
1.83E+02
Time Lines at: 1.00 sec intervals
3s 4s 5s 6s 7s Ss
Fourier Analysis (Amplitude Spectrum- Box Window) Radial (R) Vertical (V) 12.69 Hz 22.13 Hz
Cal OK
0 Cal OK
~-Cal OK
~ Cal OK
~ 9s
Transverse (T) 16.56 Hz
3.37E+Ol 3.37E+Ol 3.37E+Ol
100 100
West Virginia Dean Jr. surface
File: D2SAP027.DTB Event Number: 027 Date: 4/12/01 Acoustic Trigger: 114 dB Seismic Trigger: 0.025in/s 0.635mm/s
Time: 17:02 Serial Number: 1779
Amplitudes and Frequencies Acoustic (A): 118 dB@ 3.1 Hz
(0.16Mb 0.0023psi 0.0160kPa)
Graph Information Duration: 0.000 sec To: 9.500 sec
Acoustic Scale: 120dB 0.20Mb (O.OSOMb/div)
Seismic Scale:
Radial (R): 0.025in/s 0.63Smmls @ 13.4Hz Vertical (V): O.Olin/s 0.254mm/s @ O.OHz
Transverse (T): O.Olinls 0.254mm/s @ O.OHz
Calibration Date (yyyylmmldd): 2000/11122
0.20in/s (0.050in/s/div) 5.08mm/s (1.270mm/s/div)
A
v
T
s Is 2s
Acoustic (A) 1.50 Hz
6.53E+Ol
Time Lines at: 1.00 sec intervals
3s 4s 5s 6s 7s Ss
Fourier Analysis (Amplitude Spectrum - Box Window) Radial (R) Vertical (V) 12.38 Hz 2.94 Hz
Cal OK
0 Cal OK
0 Cal OK
0 Cal OK
0 9s
Transverse (T) 15.50 Hz
1.53E+Ol 1.53E+Ol 1.53E+Ol
West Virginia Dean Jr. surface
File: D2SAP030.DTB Event Number: 030 Date: 4/13/01 Time: 10:27 Acoustic Trigger: 114 dB Seismic Trigger: 0.025inls 0.635mm/s Serial Number: 1779
Amplitudes and Frequencies Acoustic (A): 114 dB @ 2.5 Hz
(0.10Mb 0.0015psi O.OlOOkPa)
Graph Information Duration: 0.000 sec To: 9.500 sec
Acoustic Scale: 120dB 0.20Mb (0.050Mb/div)
Seismic Scale:
Radial (R): 0.04in/s 1.016mm/s @ 12.8Hz Vertical (V): 0.015in/s 0.38lmm/s @ 23.2Hz
Transverse (T): 0.015in/s 0.38lmm/s @ 19.6Hz
Calibration Date (yyyylmmldd): 2000/11122
0.20in/s (0.050in/s/div) 5.08mm/s (1.270mm/s/div)
Time Lines at: 1.00 sec intervals
v
T
~s------~ls----~----~3~s------~4s------~5~s----~6~s-----~7~s------~8s----
Acoustic (A) 1.06 Hz
Fourier Analysis (Amplitude Spectrum- Box Window) Radial (R) Vertical (V) 12.88 Hz 2.56 Hz
Cal OK
0 Cal OK
0 Cal OK
0 Cal OK
0
Transverse (T) 2.50 Hz
1.18E+02 4.66E+OI 4.66E+OI 4.66E+OI
01~0 100 Frequency (Hz)
West Virginia Dean Jr. deep
File: D2WAP005.DTB Event Number: DDS Date: 4/3/01 Acoustic Trigger: 114 dB Seismic Trigger: 0.025in/s 0.635mm/s
Time: 17:03 Serial Number: 1780
Amplitudes and Frequencies Acoustic (A): 117 dB @ 3.9 Hz
(0.14Mb 0.0020psi 0.0140kPa)
Graph Information Duration: 0.000 sec To: 9.500 sec
Acoustic Scale: 120dB 0.20Mb (0.050Mb/div)
Seismic Scale:
Radial (R): O.OOSin/s 0.127mrnls @ O.OHz
Vertical (V): O.OOSin/s 0.127mm/s @ O.OHz
Transverse (T): O.OOSin/s 0.127mm/s @ O.OHz
Calibration Date (yyyylmmldd): 2000111122
0.20inls (0.050in/s/div) 5.08mm/s (1.270mm/s/div)
Time Lines at: 1.00 sec intervals
R
-v
T
~--- .~~----~~--~~-~--~----~--·---L-1 s 2s 3s 4s Ss 6s 7s 8s s
Acoustic (A) 2.06 Hz
Fourier Analysis (Amplitude Spectrum- Box Window) Radial (R) Vertical (V)
3.50 Hz 3.00 Hz
Cal OK
0 CalLow
0 Cal OK
0 CalLow
0 9s
Transverse (T) 2.06Hz
7.12E+OI 1.23E+Ol 1.23E+Ol I.23E+OI
10 100 Frequency (Hz)
West Virginia Dean Jr. deep
File: D2WAP011.DTB Event Number: 011 Date: 4/10/01 Time: 15:42 Acoustic Trigger: 114 dB Seismic Trigger: 0.025in/s 0.635mm/s Serial Number: 1780
Amplitudes and Frequencies Acoustic (A): 117 dB@ 6.4 Hz
(0.14Mb 0.0020psi 0.0140kPa)
Graph Information Duration: 0.000 sec To: 9.500 sec
Acoustic Scale: 120dB 0.20Mb (0.050Mb/div)
Seismic Scale:
Radial (R): 0.005in/s 0.127mrnls @ O.OHz
Vertical (V): 0.005in/s 0.127mrnls @ O.OHz Transverse (T): 0.005in/s 0.127mm/s @ O.OHz Calibration Date (yyyy/mm/dd): 2000/11122
0.20in/s (0.050in/s/div) 5.08mm/s (1.270mm/s/div)
Time Lines at: 1.00 sec intervals
Cal OK
0 Cal OK
~---·--~---~---- ~ Cal OK
f.-'---v --~----~-------·-- ~
T
s Is 2s
Acoustic (A) 1.00 Hz
8.02E+OJ
Cal Low
~ 3s 4s Ss 6s 7s 8s 9s
Fourier Analysis (Amplitude Spectrum- Box Window) Radial (R) Vertical (V)
2.50 Hz 3.00 Hz J.29E+OI 1.29E+01
10 100 Frequency (Hz)
Transverse (T) 2.56 Hz
1.29E+01
100
West Virginia Dean Jr. deep
File: D2W AP032.DTB Event Number: 032 Date: 4/11101 Acoustic Trigger: 114 dB Seismic Trigger: 0.025inls 0.635mm/s
Time: 09:54 Serial Number: 1780
Amplitudes and Frequencies Acoustic (A): 118 dB@ 7.5 Hz
(0.16Mb 0.0023psi 0.0160kPa)
Graph Information Duration: 0.000 sec To: 9.500 sec
Acoustic Scale: 120dB 0.20Mb (0.050Mb/div)
Seismic Scale:
Radial (R): 0.005in/s 0.127mm/s @ O.OHz
Vertical (JI): O.OOSin/s 0.127mm/s @ O.OHz
Transverse (T): O.OOSin/s 0.127mm/s @ O.OHz
Calibration Date (yyyylmm/dd): 2000111122
0.20inls (0.050inls/div) 5.08mm/s (1.270mm/s/div)
v
T
s Is 2s
Acoustic (A} 1.31 Hz
6.32E+OI
Time Lines at: 1.00 sec intervals
3s 4s 5s 6s 7s 8s
Fourier Analysis (Amplitude Spectrum w Box Window) Radial (R} Vertical (V)
2.31 Hz 2.38 Hz
Cal OK
0 Cal OK
0 Cal OK
0 CalLow
0 9s
Transverse (T) 2.06 Hz
1.71E+Ol 1.7IE+OI 1.7IE+OI
100
West Virginia Dean Jr. deep
File: D2WAP033.DTB Event Number: 033 Date: 4/12/01 Acoustic Trigger: 114 dB Seismic Trigger: 0.025in/s 0.635mm/s
Time: 10:34 Serial Number: 1780
Amplitudes and Frequencies Acoustic (A): 117 dB@ 11.1 Hz
(0.14Mb 0.0020psi 0.0140kPa)
Graph Information Duration: 0.000 sec To: 9.500 sec
Acoustic Scale: 120dB 0.20Mb (0.050Mb/div)
Seismic Scale:
Radial (R): 0.005in/s 0.127mm/s @ O.OHz
Vertical (JI): 0.005in/s 0.127mm/s @ O.OHz
Transverse (1): 0.005in/s 0.127mm/s @ O.OHz
Calibration Date (yyyy!mm/dd): 2000/11/22
0.20in/s (0.050in/s/div) 5.08mm/s (1.270mm/s/div)
R
v
T
s Is 2s
Acoustic (A) 1.00 Hz
9.09E+Ol
Time Lines at: 1.00 sec intervals
Cal OK
~~~~·~.~-------------------------------- 0 Cal OK
0 Cal OK
0 CalLow
0 3s 4s Ss 6s 7s Ss 9s
Fourier Analysis (Amplitude Spectrum - Box Window) Radial (R) Vertical (V)
1.94 Hz 5.25 Hz 2.10E+OI 2.10E+Ol
0~"'" I 10 100
Frequency (Hz)
Transverse (T) 3.00 Hz
2.10E+Ol
10 100 Frequency (Hz)
West Virginia Dean Jr. deep
File: D2W AP034.DTB Event Number: 034 Date: 4/12/01 Acoustic Trigger: 114 dB Seismic Trigger: 0.025in/s 0.635mm/s
Time: 17:01 Serial Number: 1780
Amplitudes and Frequencies Acoustic (A): 117 dB @ 3.1 Hz
(0.14Mb 0.0020psi 0.0140kPa)
Graph Information Duration: 0.000 sec To: 9.500 sec
Acoustic Scale: 120dB 0.20Mb (0.050Mb/div)
Seismic Scale:
Radial (R): O.OOSin/s 0.127mm/s @ O.OHz
Vertical (V): O.OOSin/s 0.127mm/s @ O.OHz
Transverse (T): O.OOSin/s 0.127mm/s @ O.OHz
Calibration Date (yyyylmmldd): 2000/11122
0.20in/s (0.050in/s/div) 5.08mm/s (1.270mm/s/div)
T
s Is 2s
Acoustic (A) 1.44 Hz
5.91E+OI
Time Lines at: 1.00 sec intervals
Cal OK
0 Cal OK
~ Cal OK
J CalLow
~ 3s 4s Ss 6s 7s Ss 9s
Fourier Analysis (Amplitude Spectrum - Box Window)
5.88E+OO
Radial (R) Vertical (V) 2.88 Hz 3.13 Hz
5.88E+OO
Transverse (T) 3.19 Hz
5.88E+OO
10 100 °tl----~00 Frequency (Hz) Frequency (Hz) Frequency (Hz)
------ ·---·---·
West Virginia Abbott 1 shallow
File: A1SAP016.DTB Event Number: 016 Date: 04/16/2001 Time: 16:50 Acoustic Trigger: 114 dB Seismic Trigger: 0.025in/s 0.635mm/s Serial Number: 1781
Amplitudes and Frequencies Acoustic (A): 110 dB@ 1.8 Hz
(0.06Mb 0.0009psi 0.0060kPa)
Graph Information Duration: 0.000 sec To: 9.500 sec
Acoustic Scale: 120dB 0.20Mb (0.050Mb/div)
Seismic Scale:
Radial (R): 0.065inls 1.651mm/s @ 28.4Hz
Vertical (V): 0.075in/s 1.905mm/s @ 32.0Hz
Transverse (f): 0.035in/s 0.889mm/s @ 12.8Hz
Calibration Date (yyyylmmldd): 2000/11/22
0.20in/s (O.OSOin/s/div) 5.08mm/s (1.270mm/s/div)
Time Lines at: 1.00 sec intervals
Cal OK A t ~~~ -~---~- •"\v ,,,•,," '•,
Cal OK
~~--- - - ---~~~-~~ --~~-··-·-··-····------------.. -·-----~---~---.--
Cal OK
~~- ~ ~-~ Cal OK
T F"-- """"'vq/yti'W\f'~e• .. '
t ... -- .. ······-·--·--·-----1------··-------- .... l .... . . .1. .. .! _ _ __ .. ) ________ _____L__ _______ I l .l .. _
Os ls 2s 3s 4s ?~------~--6_s 7~ __________ 8s_·· __ _:9:..::.s _______ -----i
Fourier Analysis (Amplitude Spectrum - Box Window) Acoustic (A)
1.69Hz 3.14E+OI
~~ 10 100
Frequency (Hz)
3.48E+OI
0 - .. I
Radial (R) Vertical (V) Transverse (T) 14.00Hz 14.75 Hz 21.63 Hz
3.48E+Ol 3.48E+OI
··-··-··--· I ·--------------
10 100 0 1 -t'o---- -- 100 t'o--Frequency (Hz) -----~~quency _(~) ________________ _!'~g':'-ency (Hz)
100
West Virginia Abbott 1 deep
File: A1DAP004.DTB Event Number: 004 Date: 4/16/01 Acoustic Trigger: 114 dB Seismic Trigger: 0.025inls 0.635mm/s
Time: 16:50 Serial Number: 1782
Amplitudes and Frequencies Acoustic (A): 110 dB@ 3.2 Hz
(0.06Mb 0.0009psi 0.0060kPa)
Graph Information Duration: 0.000 sec To: 9.500 sec
Acoustic Scale: 120dB 0.20Mb (0.050Mb/div)
Seismic Scale:
Radial (R): 0.025inls 0.635mm/s @ 26.9Hz
Vertical (V): 0.04in/s 1.016mm/s @ 22.2Hz
Transverse (T): 0.02inls 0.508mm/s @ 25.6Hz
Calibration Date (yyyy/mm/dd): 2000/11122
0.20inls (0.050inls/div) 5.08nun/s (1.270mm/s/div)
v
·T
s Is 2s
Acoustic (A) 1.56 Hz
Time Lines at: 1.00 sec intervals
3s 4s 5s 6s 7s 8s Fourier Analysis (Amplitude Spectrum- Box Window)
Radial (R) Vertical (V) 13.94 Hz 14.63 Hz
Cal OK
0 Cal OK
J Cal OK
J Cal OK
J 9s
Transverse (T) 14.81 Hz
3.71E+OI 2.10E+Ol 2.10E+Ol 2.10E+Ol
01 ·--~~··-·~10~~ ... Frequency (Hz)
10 Frequency (Hz)
West Virginia Abbott 1 shallow
File: A1SAP026.DTB Event Number: 026 Date: 4/18/01 Time: 16:51 Acoustic Trigger: 114 dB Seismic Trigger: 0.025in/s 0.635mm/s Serial Number: 1781
Amplitudes and Frequencies Acoustic (A): 116 dB@ 2.8 Hz
(0.12Mb 0.0017psi 0.0120kPa)
Graph Information Duration: 0.000 sec To: 9.500 sec
Acoustic Scale: 120dB 0.20Mb (O.OSOMb/div)
Seismic Scale:
Radial (R): 0.035in/s 0.889mm/s @ 23.2Hz
Vertical (V): 0.035in/s 0.889mm/s @ 26.9Hz
Transverse (T): 0.035in/s 0.889mm/s @ 10.8Hz Calibration Date (yyyylmmldd): 2000/11122
0.20in/s (0.050in/s/div) 5.08mm/s (1.270mm/s/div)
Time Lines at: 1.00 sec intervals
Cal OK A 0
Cal OK
·0 Cal OK
~------------------~~------------------------------ ~ Cal OK
~ 2s 3s 4s 5s 6s 7s 8s 9s
Fourier Analysis (Amplitude Spectrum~ Box Window) Acoustic (A) Radial (R) Vertical (V) Transverse (T)
1.38 Hz 8.56 Hz 24.56 Hz 8.13 Hz 5.38£+01 2.98£+01 2.98£+01 2.98£+01
10 100 Frequency (H:t:)
West Virginia Abbott 1 shallow
File: A1SAP027.DTB Event Number: 027 Date: 4/18/01 Time: 16:54 Acoustic Trigger: 114 dB Seismic Trigger: 0.025in/s 0.635mm/s Serial Number: 1781
Amplitudes and Frequencies Acoustic (A): 106 dB@ 0.0 Hz
(0.04Mb 0.0006psi 0.0040kPa)
Graph Information Duration: 0.000 sec To: 9.500 sec
Acoustic Scale: 120dB 0.20Mb (O.OSOMb/div)
Seismic Scale:
Radial (R): 0.02in/s 0.508mmls @ 19.6Hz
Vertical (V): 0.03in/s 0.762mm/s @ 22.2Hz
Transverse (T): 0.015inls 0.381mmls @ 12.8Hz
Calibration Date (yyyy!mm/dd): 2000/11/22
0.20in/s (O.OSOin/s/div) 5.08mm/s (1.270mm/s/div)
Time Lines at: 1.00 sec intervals
Cal OK A 0
Cal OK
~ Cal OK
~ Cal OK
T ~ , ___ , __ l ----L..---.---1.--
s Is 2s 3s 4s Ss 6s 7s 8s 9s
Fourier Analysis (Amplitude Spectrum- Box Window) Acoustic (A) Radial (R) Vertical (V)
1.06 Hz 15.06 Hz 7.13 Hz Transverse (T)
14.75 Hz 2.8 1.68E+OI I.68E+OI 1.68E+OI
West Virginia Abbott 1 deep
File: A1DAP006.DTB Event Number: 006 Date: 4/18/01 Time: 16:51 Acoustic Trigger: 114 dB Seismic Trigger: 0.025in/s 0.635mm/s Serial Number: 1782
Amplitudes and Frequencies Acoustic (A): 117 dB @ 3.3 Hz
(0.14Mb 0.0020psi 0.0140kPa)
Graph Information Duration: 0.000 sec To: 9.500 sec
Acoustic Scale: 120dB 0.20Mb (0.050Mb/div)
Seismic Scale:
Radial (R): 0.025in/s 0.635mm/s @ 10.4Hz
Vertical (V): 0.015in/s 0.381nun/s @ 21.3Hz
Transverse (T): O.Olin/s 0.254mm/s @ O.OHz
Calibration Date (yyyylmm/dd): 2000111122
0.20in/s (0.050in/s/div) 5.08mm/s (1.270mm/s/div)
Time Lines at: 1.00 sec intervals
Cal OK A ·0
Cal OK
-----------------------------------------------·-------···-----~ v
Is 2s
Acoustic (A) 1.44 Hz
4.47E+OI
3s 4s Ss 6s 7s 8s
Fourier Analysis (Amplitude Spectrum - Box Window) Radial (R) Vertical (V)
8.25 Hz 24.13 Hz
Cal OK
~ Cal OK
~ 9s
Transverse (T) 8.56 Hz
1.37E+Ol 1.37E+Ol 1.37E+Ol
West Virginia Abbott 1 shallow
File: AISAP028.DTB Event Number: 028 Date: 4/19/01 Time: 08:55 Acoustic Trigger: 114 dB Seismic Trigger: 0.025in/s 0.635mm/s Serial Number: 1781
Amplitudes and Frequencies Acoustic (A): 110 dB@ 3.1 Hz
(0.06Mb 0.0009psi 0.0060kPa)
Graph Information Duration: 0.000 sec To: 9.500 sec
Acoustic Scale: 120dB 0.20Mb (0.050Mb/div)
Seismic Scale:
Radial (R): 0.035in/s 0.889mm/s @ 24.3Hz Vertical (V): 0.035in/s 0.889mm/s @ 28.4Hz Transverse (T): 0.02inls 0.508mm/s @ 23.2Hz
Calibration Date (yyyyimmldd): 2000/11/22
0.20in/s (0.050in/s/div) 5.08nun/s (1.270nun/s/div)
Time Lines at: 1.00 sec intervals
Cal OK A 0
Cal OK
~ Cal OK
v ~ Cal OK
~ b---~·ls __ , __ _j2::o-s---':c-3s-----'-:4,-s -~--1:5:--s-· 6s l::-7s----':::8-s -------';9:--s-
Fourier Analysis (Amplitude Spectrum- Box Window) Acoustic (A) Radial (R) Vertical (V)
1.06 Hz 15.13 Hz 23.63 Hz 4.62E+Ol 2.56E+Ol 2.56E+Ol
Transverse (T) 14.81 Hz
2.56E+Ol
West Virginia Abbott 1 deep
File: A1DAP007.DTB Event Number: 007 Date: 4/19/01 Time: 08:55 Acoustic Trigger: 114 dB Seismic Trigger: 0.025in/s 0.635mm/s Serial Number: 1782
Amplitudes and Frequencies Acoustic (A): 110 dB @ 5.5 Hz
(0.06Mb 0.0009psi 0.0060kPa)
Graph Information Duration: 0.000 sec To: 9.500 sec
Acoustic Scale: 120dB 0.20Mb (0.050Mb/div)
Seismic Scale:
Radial (R): O.Olin/s 0.254mm/s @ O.OHz
Vertical (JI): 0.025in/s 0.635mmls @ 22.2Hz Transverse (T): O.Olinls 0.254mm/s @ O.OHz
Calibration Date (yyyy/mm/dd): 2000/11/22
0.20in/s (0.050in/s/div) 5.08nun/s (1.270nun/s/div)
Time Lines at: 1.00 sec intervals
A
T
s Is 2s 3s 4s 5s 6s 7s 8s
Fourier Analysis (Amplitude Spectrum- Box Window) Acoustic (A) Radial (R) Vertical (V)
2.94 Hz 5.13 Hz 23.56 Hz
Cal OK
0 Cal OK
~ Cal OK
~ Cal OK
~ 9s
Transverse (T) 15.06 Hz
3.04E+OI 1.37E+OI 1.37E+Ol 1.37E+OI
West Virginia Abbott 1 shallow
File: A1SAP033.DTB Event Number: 033 Date: 4/19/01 Acoustic Trigger: 114 dB Seismic Trigger: 0.025in/s 0.635rnrnls
Time: 16:52 Serial Number: 1781
Amplitudes and Frequencies Acoustic (A): 106 dB @ 0.0 Hz
(0.04Mb 0.0006psi 0.0040kPa)
Graph Information Duration: 0.000 sec To: 9.500 sec
Acoustic Scale: 120dB 0.20Mb (0.050Mb/div)
Seismic Scale:
Radial (R): 0.02inls 0.508mm/s @ 9.4Hz
Vertical (V): 0.02Sin/s 0.635mm/s @ 22.2Hz
Transverse (T): 0.025in/s 0.63Smm/s @ 12.4Hz
Calibration Date (yyyylmmldd): 2000/11/22
0.20in/s (0.050in/s/div) 5.08mm/s (1.270rnrnls/div)
Time Lines at: 1.00 sec intervals
Cal OK A 0
Cal OK
~ Cal OK
v ~ Cal OK
-T ~ s Is 2s 3s 4s Ss 6s 7s Ss 9s
Fourier Analysis (Amplitude Spectrum~ Box Window) Acoustic (A) Radial (R) Vertical (V) Transverse (T)
3.31 Hz 1.94 Hz 3.94 Hz 24.75 Hz 3.91E+Ol 1.91E+OI 1.91E+OI 1.91E+OI
I 0 I 00 O 1;-----.el,--'-=~
Frequency (Hz) Frequency (Hz)
West Virginia Abbott 2 shallow
File: A2NS4020.DTB Event Number: 020 Date: 4116/01 Acoustic Trigger: 114 dB Seismic Trigger: 0.025in/s 0.635mm/s
Time: 16:49 Serial Number: 1779
Amplitudes and Frequencies Acoustic (A): 112 dB@ 2.5 Hz
(0.08Mb 0.0012psi 0.0080kPa)
Graph Information Duration: 0.000 sec To: 9.500 sec
Acoustic Scale: 120dB 0.20Mb (0.050Mb/div)
Seismic Scale:
Radial (R): 0.03in/s 0.762mm/s @ 30.1Hz
Vertical (V): 0.03in/s 0.762mm/s @ 39.3Hz
Transverse (1): 0.03Sin/s 0.889mm/s @ 30.1Hz Calibration Date (yyyylmmldd): 2000111122
0.20inls (0.050in/s/div) 5.08mm/s (1.270mm/s/div)
Time Lines at: 1.00 sec intervals
Cal OK
-J Cal OK
-v -J Cal OK
-~-------~----------~--------------------------------------- -J ~--'-=------.L..__
Is 2s 3s 4s 5s 6s 7s 8s 9s s Fourier Analysis (Amplitude Spectrum- Box Window)
Acoustic (A) Radial (R) Vertical (V) 1.75 Hz 14.63 Hz 14.50 Hz
Transverse (T) 29.19 Hz
6.21E+Ol 1.55E+OI 1.55E+Ol 1.55E+OI
West Virginia Abbott 2 deep
File: A2SP4017.DTB Event Number: 017 Date: 4/16/01 Acoustic Trigger: 114 dB Seismic Trigger: 0.025in/s 0.635nun/s
Time: 16:45 Serial Number: 1780
Amplitudes and Frequencies Acoustic (A): 110 dB@ 2.6 Hz
(0.06Mb 0.0009psi 0.0060kPa)
Graph Information Duration: 0.000 sec To: 9.500 sec
Acoustic Scale: 120dB 0.20Mb (0.050Mb/div)
Seismic Scale:
Radial {R): 0.005in/s 0.127mm/s @ O.OHz
Vertical (V): O.OOinls O.OOmm/s @ O.OHz
Transverse {T): 0.03in/s 0.762mm/s @ 34.1Hz
Calibration Date (yyyylmmldd): 2000111122
0.20in/s (0.050in/s/div) 5.08mm/s (1.270mm/s/div)
Time Lines at: 1.00 sec intervals
A ----~.........1~.......1'
Cal OK
~-..........------~~~~ 0
v
T
s Is 2s
Acoustic (A) 1.69 Hz
4.36E+Ol
CalLow
Cal Low
Cal OK
V"· 3s 4s 5s 6s 7s 8s 9s
Fourier Analysis (Amplitude Spectrum~ Box Window)
l.llE+Ol
Radial (R) Vertical (V) 1.50 Hz 0.00 Hz
l.llE+Ol
Transverse (T) 3.25 Hz
l.IIE+Ol
01 ·- - ··· 10 1 oo 0 t: .. -------"-~w:----'----------'""'~ Frequency (Hz) Frequency (Hz) Frequency (Hz)
West Virginia Abbott 2 shallow
File: A2NS4072.DTB Event Number: 072 Date: 4/18/01 Time: 16:50 Acoustic Trigger: 114 dB Seismic Trigger: 0.025in/s 0.635mm/s Serial Number: 1779
Amplitudes and Frequencies Acoustic (A): 118 dB@ 3.3 Hz
(0.16Mb 0.0023psi 0.0160kPa)
Graph Information Duration: 0.000 sec To: 9.500 sec
Acoustic Scale: 120dB 0.20Mb (0.050Mb/div) Seismic Scale:
Radial (R): 0.025in/s 0.635mm/s @ 25.6Hz Vertical (V): 0.02in/s 0.508mm/s @ 28.4Hz
Transverse (T): 0.02in/s 0.508mm/s @ 28.4Hz
Calibration Date (yyyylmmldd): 2000/11122
0.20in/s (0.050in/s/div) 5.08mm/s (1.270mm/s/div) Time Lines at: 1.00 sec intervals
Cal OK R 0
Cal OK v 0
Cal OK T 0 k-s:-----~1-s ---~2-s -------J,3;-s __ ___j47s---l.:-5s---1:;-6s----';;7:--s -------1:8::--s·---99·-
Fourier Analysis (Amplitude Spectrum- Box Window) Acoustic (A) Radial (R) Vertical (V) Transverse (f)
3.00 Hz 26.44 Hz 14.75 Hz 8.25 Hz 7.42E+OI 1.28E+Ol 1.28E+Ol 1.28E+Ol
oll---_l~!m~~IOO 01~---~10~-~~ 10 100 Frequency (Hz) Frequency (Hz)
FALL 2001
Kentucky Sumner
File: 608@@135.DTA Event Number: 135 Date: 9/21101 Time: 14:25 Acoustic Trigger: 120 dB Seismic Trigger: 0.02inls 0.508mm/s Serial Number: 809
Amplitudes and Frequencies Acoustic (A): 125 dB@ 5.5 Hz
(0.34Mb 0.0049psi 0.0340kPa)
Graph Information Duration: 0.000 sec To: 4.500 sec
Acoustic Scale: 125dB 0.36Mb (0.090Mb/div)
Seismic Scale:
Radial (R): 0.02in/s 0.508mm/s @ 14.2Hz
Vertical (V): 0.02in/s 0.508mm/s @ 7.0Hz
Transverse (T): 0.02in/s 0.508mm/s @ 20.4Hz 0.20inls (0.050inls/div) 5.08mm/s (1.270mm/s/div)
Time Lines at: 0.50 sec intervals
Cal OK A ~0
Cal OK
V" v
Cal OK
1--'T'------~~ V" .....J
.00s 0.50s I.OOs l.50s 2.00s 2.50s 3.00s 3.50s 4.00s 4.50s
Fourier Analysis (Amplitude Spectrum~ Box Window) Acoustic (A) Radial (R) Vertical (V) Transverse (T)
1.25 Hz 2. 75 Hz 2.88 Hz 3.00 Hz 7.44E+01
0 1---· ·1:'=-o---'----"'-"'.,_,
Frequency (Hz)
3.54E+01 3.54E+Ol 3.54E+01
10 100 °1 Frequency (Hz)
Kentucky Sumner
File: 608@@144.DTA Event Number: 144 Date: 9/24/01 Time: 13:53 Acoustic Trigger: 120 dB Seismic Trigger: 0.02in/s 0.508mm/s Serial Number: 809
Amplitudes and Frequencies Acoustic (A): 100 dB@ 0.0 Hz
(0.02Mb 0.0003psi 0.0020kPa)
Graph Information Duration: 0.000 sec To: 4.500 sec
Acoustic Scale: 120dB 0.20Mb (O.OSOMb/div)
Seismic Scale:
Radial (R): 0.02in/s 0.508mm/s @ 4.0Hz
Vertical (V): 0.02inls 0.508mm/s @ 4.1Hz
Transverse (T): 0.03in/s 0.762mm/s @ 14.6Hz 0.20in/s (0.050in/s/div) 5.08mm/s (1.270mm/s/div)
A
v
T
.OOs 0.50s
Acoustic (A) 1.00 Hz
1.95E+OO
Time Lines at: 0.50 sec intervals
Cal OK
0 Cal OK
~ Cal OK
~ Cal OK
~ . ...,..I"""'.o-::-os----":---I.=so,---s----':2:-:.o::c::o-s ---~:::2-.5--0s-----~:::-3.=oo,---s----':3c-:.5::-::::0-s --~4""".o~os· _________.j4.50s
Fourier Analysis (Amplitude Spectrum- Box Window) Radial (R) Vertical (V)
2.13 Hz 1.88 Hz 2.62E+OI 2.62E+OI
Transverse (T) 15.25 Hz
2.62E+OI
01 L_ __ __J_I 0~ I 00 O ,_I -- I 0 100 10 Frequency (Hz) Frequency (Hz) Frequency (Hz)
Kentucky Sumner
File: 608@@145.DTA Event Number: 145 Date: 9/25/01 Time: 12:37 Acoustic Trigger: 120 dB Seismic Trigger: 0.02in/s 0.508mm/s Serial Number: 809
Amplitudes and Frequencies Acoustic (A): <100 dB
Graph Information Duration: 0.000 sec To: 4.500 sec Acoustic Scale: 120dB 0.20Mb (0.050Mb/div) Seismic Scale:
Radial (R): 0.015in/s 0.381nun/s @ 6.8Hz
Vertical (V): 0.02inls 0.508nun/s @ 2.8Hz
Transverse (T): 0.03in/s 0.762mm/s @ 11.6Hz 0.20in/s (0.050in/s/div) 5.08nun/s (1.270nun/s/div)
A
Time Lines at: 0.50 sec intervals
Cal OK
0 Cal OK
V" Cal OK
V" Cal OK
V" ------L~- ·~---7-;~----':---;;;-,-------'::--::c::----------.l:-=----':o--:::-:::--------':o--;;-;o--· ~---.--L--,--- ______J
O.SOs l.OOs !.50s 2.00s 2.50s 3.00s 3.50s 4.00s 4.50s
Acoustic (A) O.OOHz
Fourier Analysis (Amplitude Spectrum - Box Window) Radial (R) Vertical (V)
1.63 Hz 1.75 Hz Transverse (T)
2.75 Hz O.OOE+OO 3.45E+OI 3.45E+Ol 3.45E+Ol
·-:'::---...... ...! 10 100 100
Frequency (Hz)
Kentucky Sumner
File: 608@@146.DTA Event Number: 146 Date: 9/25/01 Time: 15:44 Acoustic Trigger: 120 dB Seismic Trigger: 0.02in/s 0.508mm/s Serial Number: 809
Amplitudes and Frequencies Acoustic (A): 116 dB@ 1.5 Hz
(0.12Mb 0.0017psi 0.0120kPa)
Graph Information Duration: 0.000 sec To: 4.500 sec
Acoustic Scale: 120dB 0.20Mb (0.050Mb/div)
Seismic Scale:
Radial (R): 0.015in/s 0.381mm/s @ 34.1Hz
Vertical (V): O.Olin/s 0.254mm/s @ O.OHz
Transverse (T): 0.025in/s 0.635mm/s @ 23.2Hz 0.20in/s (0.050in/s/div) 5.08mm/s (1.270mm/s/div)
A
v
Acoustic (A) 1.88Hz
B.OOE+OI
Time Lines at: 0.50 sec intervals
Cal Low
0 Cal OK
~ Cal OK
~ Cal OK
~ I.OOs 1.50s 2.00s 2.50s 3.00s 3.50s 4.00s 4.50s
Fourier Analysis (Amplitude Spectrum- Box Window) Radial (R) Vertical (V) 20.00 Hz 15.38 Hz
9.95E+OO 9.95E+OO
Transverse (T) 13.75 Hz
9.95E+OO
Kentucky Hurley
File: 813@@065.DTA Event Number: 065 Date: 9/21/01 Time: 15:20 Acoustic Trigger: 120 dB Seismic Trigger: 0.02in/s 0.508mm/s Serial Number: 813
Amplitudes and Frequencies Acoustic (A): 118 dB@ 6.7 Hz
(0.16Mb 0.0023psi 0.0 160kPa)
Graph Information Duration: 0.000 sec To: 4.500 sec
Acoustic Scale: 120dB 0.20Mb (0.050Mb/div)
Seismic Scale:
Radial (R): 0.03in/s 0.762mm/s @ 9.4Hz
Vertical (V): 0.015in/s 0.381nun/s @ 34.1Hz
Transverse (T): 0.03in/s 0.762mm/s @ 23.2Hz 0.20in/s (O.OSOin/s/div) 5.08mm/s (1.270mm/s/div)
Time Lines at: 0.50 sec intervals
Cal OK A 0
Cal OK
0 Cal OK
v 0 Cal OK
-~~---~--------------------~------- 0 0.50s
Acoustic (A) l.OOHz
4.54E+OI
0!--1--~ 10
Frequency (Hz)
l.OOs !.50s 2.00s 2.50s 3.00s 3.50s 4.00s 4.50s
Fourier Analysis (Amplitude Spectrum ~ Box Window) Radial (R) Vertical (V)
3.25 Hz 3.25 Hz 2.47E+Ol 2.47E+Ol
to wo 01
Frequency (Hz)
Transverse (T) 3.25 Hz
2.47E+Ol
Kentucky Hurley
File: 813@@066.DTA Event Number: 066 Date: 9/22/01 Time: 11:43 Acoustic Trigger: 120 dB Seismic Trigger: 0.02in/s 0.508mm/s Serial Number: 813
Amplitudes and Frequencies Acoustic (A): 106 dB@ 0.0 Hz
(0.04Mb 0.0006psi 0.0040kPa)
Graph Information Duration: 0.000 sec To: 4.500 sec
Acoustic Scale: 120dB 0.20Mb (0.050Mb/div)
Seismic Scale:
Radial (R): 0.02in/s 0.508mm/s @ 16.5Hz
Vertical (V}: O.Olinls 0.254mm/s @ O.OHz
Transverse (T): O.Olinls 0.254mm/s @ O.OHz 0.20in/s (0.050in/s/div) 5.08mm/s (1.270mm/s/div)
Time Lines at: 0.50 sec intervals
Cal Low A
Cal OK
-~~-------------------------------------------------- 0 v
-T
.oos O.SOs
Acoustic (A) 1.25 Hz
8.64E+OO
Frequency (Hz)
CalLow
0 Cal OK
0 l.OOs l.SOs .L2-,.0c:-o0-s -----':::-2....,..50-=-s------'3::-.o=o:-s-· 3.50s 4.00s 4.50s
Fourier Analysis (Amplitude Spectrum ~ Box Window) Radial (R) Vertical (V)
1. 75 Hz 1.50 Hz 1.26E+Ol 1.26E+Ol
Transverse (T) 2.00 Hz
1.26E+Ol
WINTER2001
Dean Jr. Well- surface transducer
File: 0 1769224.DTB Event Number: 224 Date: 12/04/2001 Time: 16:44 Acoustic Trigger: 142 dB Seismic Trigger: 0.02in/s 0.508mm/s Serial Number: 1769
Amplitudes and Frequencies Acoustic (A): 106 dB@ 0.0 Hz
(0.04Mb 0.0006psi 0.0040kPa)
Graph Information Duration: 0.000 sec To: 4.500 sec
Acoustic Scale: 120dB 0.20Mb (0.050Mb/div)
Seismic Scale:
Radial (R): 0.0325in/s 0.8255mm/s @ 13.4Hz
Vertical (f-): 0.025in/s 0.635mm/s @ 19.6Hz
Transverse (T): 0.0325in/s 0.8255mm/s @ 18.9Hz Calibration Date (yyyylmmldd): 2000/09/22
0.20inls (0.050in/s/div) 5.08mm/s (1.270mm/s/div)
Time Lines at: 0.50 sec intervals
Cal OK A r------ ... __ _r-....J
1.1 1rL .• ---A..._r--·ll 11"------;r 1 - 11 f""t..~.----c..J"""\ •. II .• l...~r--·· 11!1\_J-
Cal OK
1R~~ --~"V'-~~~-~~~\NV\N~~------------- --- ---
Cal OK v f --~--~-~-~~~--~
Cal OK T
~~--' --vv--~"--~~~~--J\;-~N·~:::;~JV=--0~hr_·~:/'--'~/=-~h- --/-~--=----- - ~~~-~~---- -----~~-- _J ------
O.OOs 0.50s_ l.OOs 1.50s 2.00:>_____ 2.50s 3.0Qs__ 3,?0s 4.00s I
4.50s
Fourier Analysis (Amplitude Spectrum - Box Window) Acoustic (A)
1.00 Hz 2.36E+Ol
01____ ·--- __ tlo _____ --
Frequency _(Hz)
6.76E+Ol
100
--------------
Radial (R) Vertical (V) 13.13 Hz 17.00 Hz
I
10 ~r~quency (I:J-:;z)
6.76E+Ol
100
Transverse (T) 13.13 Hz
6.76E+Ol
0 ;\_/~ I_
I 10 100 F~g_uency (H0 __ _
Dean Jr. Well- surface transducer
File: 01769229.DTB Acoustic Trigger: 142 dB
Event Number: 229 Date: 12/05/2001 Time: 16:46 Seismic Trigger: 0.02in/s 0.508mm/s Serial Number: 1769
Amplitudes and Frequencies Acoustic (A): 110 dB@ 3.8 Hz
(0.06Mb 0.0009psi 0.0060kPa)
Radial (R): 0.03inls 0.762mm/s @ 12.1Hz
Graph Information Duration: 0.000 sec To: 4.500 sec
Acoustic Scale: 120dB 0.20Mb (0.050Mb/div)
Seismic Scale: Vertical (V): 0.0125in/s 0.3175mm/s @ 17.0Hz
Transverse (T): 0.0325in/s 0.825Smm/s @ 15.5Hz Calibration Date (yyyy/mmldd): 2000/09/22
0.20in/s (0.050in/s/div) 5.08mm/s (1.270mm/s/div)
Time Lines at: 0.50 sec intervals ---~
Cal OK A r----
Cal OK R ~- - ~~-·v~-- NV\~ -~---- -- ------ --- ------
Cal OK V ~--· -------------~- -- .. ---- --~--------------------- --- .. -- ---- ---------- ---- -- -----------
Cal OK T
~-- ·• _.__.,_. .• _ .. -. .• .--.__j\_1'-•. r"v"'-..--v"'r----·------- -- ---- · -------- -----• .. - -
l_____ --L ... 1 _____ ______l____ ..... ___.1_________ I·--····--·-- I ---~-..1 ___ __j
,.o._OO""s __ _;o'-'--'.5---"-0-'---s ---=-I.=OOs --~- ~-QOs __________ 2.50s ______ J,OOs __ l_.50s___ 4.00s 4.50s
Acoustic (A) 1.00 Hz
6.91E+Ol
Fourier Analysis (Amplitude Spectrum - Box Window)
3.89E+Ol
Radial (R) Vertical (V) 11.38 Hz 2.88 Hz
3.89E+Ol
Transverse (T) 13.25 Hz
3.89E+Ol
.~1»L .JJ . 100 I 10 100 1 10
__ ~-- _ _ Freq~~l_lc:¥_lf::!!l)__ _ _ _________ __ Frequ~:_~c,Y(Hz) 100
Dean Jr. Well - surface transducer
File: 0 1769230.DTB Event Number: 230 Date: 12/05/2001 Time: 16:50 Acoustic Trigger: 142 dB Seismic Trigger: 0.02in/s 0.508mm/s Serial Number: 1769
Amplitudes and Frequencies Acoustic (A): 114 dB@ 1.6 Hz
(0.1 OMb 0.00 15psi 0.01 OOkPa)
Graph Information Duration: 0.000 sec To: 4.500 sec
Acoustic Scale: 120dB 0.20Mb (O.OSOMb/div)
Seismic Scale: Radial (R): 0.0525in/s 1.3335mm/s @ 16.0Hz
Vertical (V): 0.0325inls 0.8255mm/s @ 10.0Hz
Transverse (I'): 0.0375in/s 0.9525mm/s @ 14.6Hz
Calibration Date (yyyylmm!dd): 2000/09/22
0.20in/s (0.050in/s/div) 5.08mm/s (1.270mm/s/div)
1 ..
'
Time Lines at: 0.50 sec intervals
v ~ - ~-~-~,-~~"''0'-~~------.JV'-~~-"-~ ~- -- - -
T
Cal OK
Cal OK
Cal OK
Cal OK
I f:-----_- -:::~~-~=~-,0-~~~~:-r ":'~Nv\;=:-~-~--~-'~-~--~~'~~\1\:~p/~- -__ ~--~~-- ___ , O.OOs O.SOs l.OQ_s_ _____ _l_.:SOs 2.00s 2_.50s _ 3.!J_!)§ ___ 3.?~-- __ 4~.0~0so:___ 4.50s
Acoustic (A) 1.50 Hz
5.81E+Ol
0 --1
frequency_( Hz)
Fourier Analysis (Amplitude Spectrum ~ Box Window) Transverse (T)
16.25 Hz Radial (R) Vertical (V) 16.25 Hz 2.88 Hz
l.IOE+02 1.10E+02 l.lOE+02
100
Appendix B
Laboratory Analysis Results
lml Inter-Mountain laboratories, Inc. Phone (505) 326-4737 Fax (505) 325-4182 2506 West Main Street, Farmington, NM 87 401
Date: 11/29/00
Client: Daniel B. Stephens
Lab ID: 0300W04998 - 5000
Project: Norton, VA
Dear Client:
The samples were received for analysis at Inter-Mountain Laboratories (IML), Farmington, New Mexico. Enclosed are the results of these analyses.
Comment:
Analytical results were obtained by approved methods. Sample analyses were obtained within the method specific holding times. Practical Quantitation Limits (POL's) are based on method requirements, and any dilutions necessary to maintain proper method response without matrix interference.
If you have any questions, please call me at (505) 326-4737.
William Lipps IML-Farmington, NM
lm1 Phone (505) 326-4737
Client:
Project:
Sample ID:
LabiD:
Matrix:
Condition:
Fax (505) 325-4182 Daniel B. Stephens
Norton,VA
RATLIFFE 1
0300W04998
Water
Cool/Intact
General Parameters Solids- Total Dissolved
Solids- Total Suspended
Sulfate
Total Metals Aluminum
Iron
Manganese
448
4
109
<0.05
4.17
0.36
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
Inter-Mountain laboratories, Inc.
2
2
5
0.05
0.02
0.01
2506West Main Street, Farmington, NM 87401
Date Received: 11/10/00
Date Reported: 11/29/00
Date Sampled: 11/09/00
Time Sampled: 1115
EPA 160.2 11/13/00 1455 FP
EPA 160.2 11/10/00 1455 KA
EPA300.0 11/29/00 0900 KA
EPA 200.7 11/22100 1447 WL
EPA 200.7 11/22100 1447 WL
EPA 200.7 11/22100 1447 WL
Reference: EPA- "Methods for Chemical Analysis of Water and Wastes (MCAWW)"- EPA/600/4-79-020- March, 1983. EPA- "Methods for the ermination of Metals in Environmental Samples"- Supplement I- 600/R-94-111- May, 1994.
Reviewed By:
Phone (505) 326-4737 Fox (505) 325-4162 Client: Daniel B. Stephens
Project:
Sample ID:
Lab ID:
Matrix:
Condition:
Norton,VA
BANKS 1
0300W04999
Water
Cool/Intact
General Parameters Solids· Total Dissolved
Solids- Total Suspended
Sulfate
Total Metals Aluminum
Iron
Manganese
274
3
72
<0.05
3.48
0.44
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
lnter .. Mountain laboratories, Inc.
2
2
5
0.05
0.02
0.01
2506 West Main Street, Farmington, NM 87401
Date Received: 11/10/00
Date Reported: 11/29/00
Date Sampled: 11/09/00
Time Sampled: 1355
EPA 160.2 11/13/00 1455 FP
EPA 160.2 11/10/00 1455 KA
EPA 300.0 11/29/00 0900 KA
EPA 200.7 11/22100 1450 WL
EPA 200.7 11/22100 1450 WL
EPA200.7 11/22100 1450 WL
Reference: EPA· "Methods for Chemical Analysis of Water and Wastes (MCAWW)"- EPA/600/4-79-020- March, 1983. EPA· "Me hod r th ermination of Metals in Environmental Samples"- Supplement I- 600/R-94-111 ·May, 1994.
Reviewed By:
Phone (505) 326-4737 Client:
Project:
Sample ID:
LabiO: Matrix:
Condition:
Fax (505) 325-4182 Daniel B. Stephens
Norton .VA
BOGGS 1
0300W05000
Water
Cool/Intact
General Parameters
Solids- Total Dissolved
Solids- Total Suspended
Sulfate
Total Metals Aluminum
Iron
Manganese
1,740
19
991
<0.05
17.7
1.10
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
lnter.Mountain laboratories, Inc.
2
2
5
0.05
0.02
0.01
2506 West Main Street, Farmington, NM 87401
Date Received: 11/10/00
Date Reported: 11/29/00
Date Sampled: 11/06/00
Time Sampled: 0930
EPA 160.2 11/13/00 1455 FP
EPA 160.2 11/10/00 1455 KA
EPA 300.0 11/29/00 0900 KA
EPA 200.7 11/22/00 1459 WL
EPA 200.7 11/22/00 1459 WL
EPA 200.7 11/22/00 1459 WL
Reference: I Analysis of Water and Wastes (MCAWW)"- EPA/600/4-79-020- March, 1983. th D termination of Metals in Environmental Samples"- Supplement I - 600/R-94-111 - May, 1994.
Reviewed By:
.i.ml. lnter.Mountain laboratories, Inc. Phone (505) 326·4737 Fax (505) 325-4182 Quality Control Report
Duplicate Analysis 2506West Main Street, Farmington, NM 87401
Client:
Project:
Sample ID: LabiD:
Daniel B. Stephens
Norton,VA
BANKS 1
0300W04999
Matrix: Water
Condition: Cool/Intact
Solids- Total Suspended
Sulfate
Aluminum Iron
Manganese
3 72
<0.05
3.48
0.44
Report Date:
Receipt Date:
Sample Date:
Time Sampled:
10 7** 2 mg/L
72 0 5 mg/L
<0.05 NC* 0.05 mg/L
3.34 4 0.02 mg/L
0.42 5 0.01 mg/L
*NC- Non-Calculable RPD due to vatue(s) less than DL ••- Difference used for results< 5 X Detection Limit
Reference: EPA· "Methods for Chemical Analysis of Water and Wastes (MCAWW)"- EPA/600/4-79-020- March, 1983. EPA- M s J e Determination of Metals in Environmental Samples"- Supplement 1- 600/R-94-111- May, 1994.
11/29/00
11/10/00
11/09/00
1355
lml I nler- Mou n\ai n
Labora!ori ss, J n c.
Client/Project Name ,
~-:: ~· •.~·
CHAIN OF CUSTODY RECORD
-c-.-c ,...- ·_._ I I, ·;. \"/":> ·, f\ f
1 r-c. '" ' ; ,, \ i "\ \ ( ____ I) Vv\ \..AlE , \ .. :r'rvc\"1
Project Location \( ....... \~bv\D/. '~o.- I ANALYSES/ PARAMETERS
-" /
' ........ ,. ..... '..::!~ ... ·w~""J Chain of Custody Tape No. ;/' "--! I I I -1- r A-- \. ' A II) " Remarks . ~ v --. rJ r-. f! 1- w.." ' . ~ ~ 0'-- r------------1
5ample No./ Identification
\) \.\ t { \ tl...a,\\· \If! \
hc:e\ ILs \ 't:oa,o~ I
~'::I'.,.)
~ ~
Date Time Lab Number
Ukr!no HIS" lt</Df'97~ Jdqloo \3))' lwor~f~ 1\1\r\oo D<?3o I w os-oo o
"'- ~", \ ~- \ 't~ \
Matrix (,\/~ V\-{1, ';€ /
Wo~te r \Ali"fl
-iii r 4 o- ,.. o a v--~ zo .eF-"' d- ;( X ~ x )( d- X )(
/ 7:7
"' ~"-, "' ~- I "'{.., ,, '4'
-~
'"' Time R "ved by: (Signature)
fr; t5 ') [i ·Date Time
Relinquished by: (Signature) ' Date Time R~ved laboratory_;~I§Jriature)
- 0 t~/ /- tf ~-.u:.___
0 555 Absaraka Sheridan, Wyoming 82801 Telephone (307) 674-7506
t - ,..; r'/l/1/'\ ' fl/M #. ~ '---""''-
_ Inter -Mountain Labora}Prre80!. nc_.__ 0 0/44,- \ t'i ) 0 1633 Terra Avenue 1701 Phillips Circle . '--~est Main Street 111 83 State Hwy. 30 Sheridan, Wyoming 82801 Gillette, Wyoming 82718 Farmington, NM 87401 College Station, TX 77845 Telephone (307) 672-8945 Telephone (307) 682-8945 Telephone (505) 326-4737 Telephone (979) 776-8945
' '1\ A "{ jJ_ _l_
~--'
" Date
Date
"'\ ' Time
Time
I .9'/ I Time
d?o/4' .\ ,.:~ c
70564
lrnl Inter-Mountain laboratories, Inc. Phone (505) 326-4737 Fax (505) 325-4182 2506 West Main Street, Farmington, NM 87401
December 7, 2000
Todd Stein Daniel B. Stevens Consulting 6020 Academy Rd. NE, Suite 100 Albuquerque, NM 87109
Mr. Stein:
Enclosed please find the reports for the samples received by our laboratory for analysis on November 21, 2000.
If you have any questions about the results of these analyses, please don't hesitate to call me at your convenience. ·
Thank you for choosing IML for your analytical needs!
Enclosure
xc: File
lm1 lnter .. Mountain laboratories, Inc. Phone (505) 326-4737 Fox (505) 325-4182 2506 West Main Street, Farmington, NM 87401
DANIEL B. STEVENS
Case Narrative
On November 21, 2000, four water samples were submitted to Inter-Mountain Laboratories- Farmington for analysis. The parameters performed on the samples are indicated on the accompanying Chain of Custody.
It is the policy of this laboratory to employ, whenever possible, preparatory and analytical methods which have been approved by regulatory agencies. The methods used in the analysis of the samples reported herein are found in: EPA: "Methods for Chemical Analysis of Water and Wastes (MCAWW)"- EPA/600/4-79-020 - March 1983, "Methods for the Determination of Metals in Environmental Samples", Supplement 1-600/R-94-111 -May, 1994.
If there are any questions regarding the information presented in this report package, please feel free to contact us at your convenience.
Sim William Lipps Assistant Lab M
lml. Phone (505) 326-4737
Client:
Project:
Sample 10: LabiD:
Matrix:
Condition:
Fax (505) 325-4182 Daniel B. Stephens
Norton,VA
Boggs 2
0300W05150
Water
Intact
General Parameters Solids- Total Dissolved
Solids- Total Suspended
Sulfate
Total Metals Aluminum
Iron
Manganese
1,710
9
955
<0.05
O.Q3 0.88
Inter-Mountain laboratories, Inc. 2506Wesl Main Street, Farmington, NM 87401
Date Received: 11/21/00
Date Reported: 12/05/00
Date Sampled: 11/18/00
Time Sampled: 1515
mg/L 10 EPA 160.1 11/22/00 0930 FP
mg/L 2 EPA 160.2 11/17/00 0900 KA
mg/L 5 EPA300.0 12/01/00 1339 KA
mg/L 0.05 EPA 200.7 12/05/00 1344 WL
mg/L 0.02 EPA 200.7 12/05/00 1344 WL
mg/L 0.01 EPA 200.7 12/05/00 1344 WL
Reference: EPA- "Methods for Chemical Analysis of Water and Wastes (MCAWW)"- EPA/600/4-79-020- March, 1983. EPA- "Methods for the termination of Metals in Environmental Samples"- Supplement I- 600/R-94-111 -May, 1994.
Reviewed By: ~:/
lml Phone (505)326-4737
Chent:
Project:
Sample ID:
Lab ID:
Matrix:
Condition:
Fax (505) 325-4182 Daniel B. Stephens
Norton,VA
Ratliff 2 0300W05151
Water
Intact
General Parameters Solids- Total Dissolved
Solids- Total Suspended
Sulfate
Total Metals Aluminum
Iron
Manganese
430
14
108
0.07
5.71
0.42
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
lnter .. Mountain laboratories, Inc.
10
2
5
0.05
0.02
0.01
2506West Main Street, Farmington, NM 87401
Date Received: 11/21/00
Date Reported: 12/05/00
Date Sampled: 11/18/00
Time Sampled: 1425
EPA 160.1 11/22100 0930 FP
EPA 160.2 11/17/00 0900 KA
EPA300.0 12101/00 1406 KA
EPA 200.7 12105/00 1347 WL
EPA200.7 12/05/00 134 7 WL
EPA 200.7 12105/00 134 7 WL
Reference: EPA- "Methods for Chemical Analysis of Water and Wastes (MCAWW)"- EPA/600/4-79-020- March, 1983.
EPA - "Me/ fl;; tt-.e7natioo of Meta~ '" Emrim•me•lal S•mples" - Sup~oment I - 600/R-94-111 - M•y, 1994.
Reviewed By: ~16
lml Phone (505l326-4737 Fax (505) 325-4182
Cl ent: Daniel B. Stephens
Project:
Sample ID:
labiD:
Matrix:
Condition:
Norton,VA
Banks 2
0300W05152
Water
Intact
General Parameters Solids- Total Dissolved
Solids· Total Suspended
Sulfate
Total Metals Aluminum
Iron
Manganese
260
21
72
<0.05
24.8
0.35
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
Inter-Mountain laboratories, Inc.
10
2
5
0.05
0.02
0.01
2506West Main Street, Farmington, NM 87401
Date Received: 11/21/00
Date Reported: 12/05/00
Date Sampled: 11/18/00
Time Sampled: 1430
EPA 160.1 11/22100 0930 FP
EPA 160.2 11/17/00 0900 KA
EPA300.0 12101/00 1416 KA
EPA200.7 12105/00 1350 WL
EPA 200.7 12105/00 1350 WL
EPA 200.7 12105/00 1350 WL
Reference: EPA- "Methods for Chemical Analysis of Water and Wastes (MCAWW)"- EPA/600/4-79-020- March, 1983.
EPA- "Me!f;_" ~v~~n of Metals in Environmental Samples•- Supplement I - 600/R-94-111 - May, 1994.
-ewed By. b1X ~~
lmJ. Inter-Mountain laboratories, Inc. Phone (505) 326-4737 Fax (505) 325-4182
Client: Daniel B. Stephens 2506West Main Street, Farmington, NM 87401
Project:
Sample ID:
LabiD:
Matrix:
Condition:
Norton,VA
Sumner 1
0300W05153
Water
Intact
General Parameters Solids- Total Dissolved
Solids- Total Suspended
Sulfate
Total Metals Aluminum
Iron
Manganese
Reference: EPA- "Methods for Chemi
EPA- "Meth.'/7 rl!t Reviewed By: IJW
250 mg/L 10
<2 mg/L 2
7 mg/L 5
<0.05 mg/L 0.05
20.8 mg/L 0.02
0.89 mg/L 0.01
Date Received: 11/21/00
Date Reported: 12/05/00
Date Sampled: 11/18/00
Time Sampled: 1605
EPA 160.1 11/22100 0930 FP
EPA 160.2 11/17/00 0900 KA
EPA 300.0 12/01/00 1425 KA
EPA 200.7 12/05/00 1353 WL
EPA 200.7 12105/00 1353 WL
EPA 200.7 12105/00 1353 WL
Analysis of Water and Wastes (MCAWW)"- EPA/600/4-79-020- March, 1983. ter ination of Metals in Environmental Samples"- Supplement I- 600/R-94-111 -May, 1994.
.iJnl !nler- Mounlain
Laboralories, Inc. CHAIN OF CUSTODY RECORD
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Inter-Mountain Laboratories~. Inc. .,
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Time
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0 0 0 ltJ 0 70865 555 Absaraka 1633 Terra Avenue 1701 Phillips Circle #506 West Main Street 11183 State Hwy. 30 Sheridan, Wyoming 82801 Sheridan, Wyoming 82801 Gillette, Wyoming 82718 Farmington, NM 87401 College Station, TX 77845 Telephone (307) 674-7506 Telephone (307) 672-8945 Telephone (307) 682-8945 Telephone (505) 326·4737 Telephone (979) 776-8945
-- -·--
Inter-Mountain laboratories, Inc. Phone (505) 326-4737 Fax (505) 325-4182 2506 West Main Street, Farmington, NM 67401
Date: 12/12/00
Client: Daniel B. Stephens
Lab ID: 0300W05218
Project: Norton, VA
Dear Client:
The samples were received for analysis at Inter-Mountain Laboratories (IML), Farmington, New Mexico. Enclosed are the results of these analyses.
Comment:
Analytical results were obtained by approved methods. Sample analyses were obtained within the method specific holding times. Practical Quantitation Limits (POL's) are based on method requirements, and any dilutions necessary to maintain proper method response without matrix interference.
If you have any questions, please call me at (505) 326-4737.
IML-Farmington, NM
Phone (505) 326-4737 Client:
Project:
Sample ID:
LabiD:
Matrix:
Condition:
Fox (505) 325-4182 Daniel B. Stephens
Norton,VA
Hurley #1
0300W05218
Water
Intact
General Parameters Solids- Total Dissolved
Solids- Total Suspended
Sulfate
Total Metals Aluminum
Iron
Manganese
700
22 36
<0.05
12.9
1.51
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
Inter-Mountain laboratories, Inc.
10
2
5
0.05
0.02
0,01
2506West Main Street, Farmington, NM 87401
Date Received: 11/22/00
Date Reported: 12/12/00
Date Sampled: 11/20/00
Time Sampled: 1418
EPA 160.1 11/29/00 1200 KA
EPA 160.2 11/28/00 1200 KA
EPA300.0 12/05/00 1002 KA
EPA 200.7 12/05/00 1416 WL
EPA 200.7 12/05/00 1416 WL
EPA 200.7 12/05/00 1416 WL
Reference: EPA- '~'Math ds for C mical Analysis of Water and Wastes (MCAWW)"- EPA/600/4-79-020- March, 1983.
EPA - • et '/}-j" e -.nl""tioo of Metal• lo E""'ronmontal Samptos• - S"pple~otl - 600/R-94-111 - May, 1994.
Reviewed By: f!JL
..iml I ..reo-Mlluntai~
LabotaiOOos. ~- CHAIN OF CUSTODY RECORD llentJPro,ject Name ! Project LocatJon 7- / _\)~':>'\-A a Sl"' lJ ,,\ \ ~LL I ! l.r '1.' ~"' I ANALYSES I PARA~ETERS I
~:(Sig. nature), \ Chain of C~~odyTape No. / • I ~ / ~+/ I ~ Remar1ts
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Inter-Mountain Laboratories, In . -r I o o o ;('" o 70731 I 555 Absaraka 1633 Terra Avenue 1701 Prullips Circle ~06 West Mafn Street 11183 State Hwy_ 30
1 1
Sheridan, WyomJng 82801 Sheridan, Wyoming 82801 GiJ!ette, Wyoming 82718 Farmington, NM 87401 College Station, TX 77845 i j' Telephone (307) 674-7506 Telephone (307) 672-8945 Te~one (307) 6S2-8945 Telephone (505) 325-4737 Teleptlone {97"9) 776-894:__j __ _ -~--
Inter-Mountain laboratories, Inc. Phone (505) 326-4737 Fox (505) 325-4182 2506 West Main Street, Farmington, NM 87401
Date: 12/15/00
Client: Daniel B. Stephens
Lab 10: 0300W05257 - 60
Project: Norton, VA
Dear Client:
The samples were received for analysis at Inter-Mountain Laboratories (IML), Farmington, New Mexico. Enclosed are the results of these analyses.
Comment:
Analytical results were obtained by approved methods. Sample analyses were obtained within the method specific holding times. Practical Quantitation Limits (POL's) are based on method requirements, and any dilutions necessary to maintain proper method response without matrix interference.
If you have any questions, please call me at (505) 326-4737.
/)@ William Lipps IML-Farmington, NM
Inter-Mountain laboratories, Inc. Phone (505) 326-4737 Fax (505) 325-4182 2506 West Main Street, Farmington, NM 87401
Client: Daniel B. Stephens
Project:
Sample ID:
LabiD:
Matrix:
Condition:
Norton,VA
Sumner-2
0300W05257
Water
Intact
General Parameters Solids- Total Dissolved
Solids- Total Suspended
Sulfate
Total Metals Aluminum
Iron
Manganese
Reference:
Reviewed By:
250 mg/L 10
103 mg/L 2
5 mg/L 5
0.06 mgtL 0.05
67.0 mg/L 0.02
3.86 mg/L 0.01
Date Received: 11/28/00
Date Reported: 12/15/00
Date Sampled: 11/25/00
Time Sampled: 1800
EPA 160.1 11/29/00 1200 KA
EPA 160.2 12/01/00 1130 KA
EPA300.0 12106/00 1018 WL
EPA 200.7 12106/00 1356 WL
EPA200.7 12106/00 1356 Wl
EPA200.7 12106/00 1356 WL
I Analysis of Water and Wastes (MCAWW)"- EPA/600/4-79-020- March, 1983. e rmlnation of Metals In Environmental Samples"- Supplement I- 600/R-94-111 -May, 1994.
lm1 Phone (505) 326-4737
Client:
Project:
Sample ID:
LabiD:
Matrix:
Condition:
Fox (505) 325-4182 Daniel B. Stephens
Norton,VA
Hurley-2
0300W05258
Water
Intact
General Parameters Solids- Total Dissolved
Solids- Total Suspended
Sulfate
Total Metals Aluminum
Iron
Manganese
650
26
37
<0.05
14.7
1.46
lnter .. Mountain Laboratories, Inc. 2506 West Main Street, Farmington, NM 87401
Date Received: 11/28/00
Date Reported: 12/15/00
Date Sampled: 11/25/00
Time Sampled: 1900
mg/L 10 EPA 160.1 11/29/00 1200 KA
mg/L 2 EPA 160.2 12/01/00 1130 KA
mg/L 5 EPA 300.0 12/06/00 1018 WL
mg/L 0.05 EPA 200.7 12/06/00 1359 WL
mg/L 0.02 EPA 200.7 12/06/00 1359 WL
mg/L 0.01 EPA 200.7 12/06/00 1359 WL
Reference: EPA- "Methods for Chern· I Analysis of Water and Wastes (MCAWW)"- EPA/600/4-79-020- March, 1983.
EPA- "Meyodlhte
Reviewed By: WW I nation of Metals in Environmental Samples" - Supplement I - 600/R-94-111 - May, 1994.
lml Phone (505) 326-4737 Fax (505) 325-4182
Client: Daniel B. Stephens
Project:
Sample ID:
LabiD:
Matrix:
Condition:
Norton,VA
Dean 1·1
0300W05259
Water
Intact
General Parameters Solids· Total Dissolved
Solids· Total Suspended
Sulfate
Total Metals Aluminum
Iron
Manganese
400
75
145
O.Q7
28.4
1.00
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
Inter-Mountain laboratories, Inc.
10
2
5
0.05
0.02
0.01
2506 West Main Street, Farmington, NM 87401
Date Received: 11/28/00
Date Reported: 12/15/00
Date Sampled: 11/26/00
Time Sampled: 1615
EPA 160.1 11/29/00 1200 KA
EPA 160.2 12101/00 1130 KA
EPA300.0 12/06/00 1018 WL
EPA 200.7 12/06/00 1402 WL
EPA 200.7 12/06/00 1402 WL
EPA 200.7 12106/00 1402 WL
Reference: EPA- "Methods for Chemi Analysis of Water and Wastes (MCAWW)"- EPA/600/4-79-020- March, 1983. te inatlon of Metals in Environmental Samples"- Supplement I - 600/R-94-111 - May, 1994.
Reviewed By:
lml Inter-Mountain laboratories, Inc. Phone (505) 326-4737 Fax (505) 325-4182 2506 West Main Slreel, Farmington, NM 87401
Client: Daniel B. Stephens
Project:
Sample ID:
labiD:
Matrix:
Condition:
Norton,VA
Dean 2-1
0300W05260
Water
Intact
General Parameters Solids- Total Dissolved
Solids- Total Suspended
Sulfate
Total Metals Aluminum
Iron
Manganese
Reference:
Reviewed By:
320 mg/L 10
7 mgfl 2
109 mg/L 5
<0.05 mg/L 0.05
4.62 mg/L 0.02
0.39 mg/L 0.01
Date Received: 11/28/00
Date Reported: 12/15/00
Date Sampled: 11/26/00
Time Sampled: 1620
EPA 160.1 11f29f00 1200 KA
EPA 160.2 12f01f00 1130 KA
EPA 300.0 12{06/00 1018 WL
EPA 200.7 12/06/00 1410 WL
EPA 200.7 12/06/00 1410 WL
EPA 200.7 12f06/00 1410 WL
ical Analysis of Water and Wastes (MCAWW)"- EPA/600/4-79-020- March, 1983. termination of Metals in Environmental Samples"- Supplement 1 - 600/R-94-111 - May, 1994.
To:
:S J,e r- }.\nu crla\o LabnrJcHifS, L,c.. Date \ ~ -;)(.\0 0 Project No.
Client DmLC1~)1_L.~-~-Ii. l-~ Relinquishedby \0U s;::::u \\~~~~
Sent by: ~ Fed Ex D DHL 0 Other
Purpose of Shipment \Py'!-A t \..g ~ ""c.. \ Yyf>. : b.
Possible Contaminants --------------------------------
Item Sample No. Analysis to be Done Sample Comments No. Container
ISu..-Mh~- J \ L ~ ~ th.j I T'D~ J \~ ~
--:J .J t .L-l \ \\I ~5"JOO \ AOJ, 1\':}~o-t -,,..i _\ A\.'='~" 6. M11 1 ?J6o
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l'-"JO \ A"~\ ~- '@- .AQ __ cb
Received the above articles in good condition
Except as noted
08S&A F'orrn No. 095 5192
lml Inter-Mountain laboratories, Inc. Phone (505) 326-4737 Fax (505) 325-4182 2506West Main Street, Farmington, NM 87401
Date: 12/20/00
Client: Daniel B. Stephens
Lab ID: 0300W05356 - 59
Project: Norton, VA
Dear Client:
The samples were received for analysis at Inter-Mountain Laboratories (IML), Farmington, New Mexico. Enclosed are the results of these analyses.
Comment:
Analytical results were obtained by approved methods. Sample analyses were obtained within the method specific holding times. Practical Quantitation Limits (POL's) are based on method requirements, and any dilutions necessary to maintain proper method response without matrix interference.
If you have any questions, please call me at (505) 326-4737.
William Lipps IML-Farmington, NM
.iml Phone (505) 326-4737
Client:
Project:
Sample ID:
Lab 10: Matrix:
Condition:
Fox (505) 325-4182 Daniel B. Stephens
Norton, VA
Dean 1-2
0300W05356
Water
Intact
General Parameters Solids- Total Dissolved
Solids -Total Suspended
Sulfate
Total Metals Aluminum
Iron
Manganese
380
<2
144
<0.05
5.42
0.85
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
Inter-Mountain laboratories, Inc.
10
2
5
0.05
0.02
0.01
2506 West Main Street, Farmington, NM 87401
Date Received: 12/05/00
Date Reported: 12/20/00
Date Sampled: 12/04/00
Time Sampled: 1305
EPA 160.1 12/08/00 1600 FP
EPA 160.2 12/06/00 1100 KA
EPA 300.0 12/06/00 1018 KA
EPA 200.7 12/19/00 1437 WL
EPA 200.7 12/19/00 1437 WL
EPA 200.7 12/19/00 1437 WL
Reference: EPA- "Methods for Chemical Analysis of Water and Wastes (MCAWW)"- EPA/600/4-79-020- March, 1983.
EPA -"'rf1t e eteonloatioo of Metal• lo Eo•momeofal Samp~,· - S"pp~meoll - 600/R-94-111 - ~ay, 1994.
Rev1ewed By: ~
lml Phone (505) 326-4737 Fax (505) 325-4162
Client: Daniel B. Stephens
Project:
Sample ID:
Lab ID:
Matrix:
Condition:
Norton,VA
Dean 2-2
0300W05357
Water
Intact
General Parameters Solids- Total Dissolved
Solids- Total Suspended
Sulfate
Total Metals Aluminum
Iron
Manganese
280 mg/L
<2 mg/L
109 mg/L
<0.05 mg/L
1.84 mg/L
0.24 mg/L
Inter-Mountain laboratories, Inc.
10
2
5
0.05
0.02
0.01
2506West Main Street, Farmington, NM 67401
Date Received: 12/05/00
Date Reported: 12/20/00
Date Sampled: 12/04/00
Time Sampled: 1324
EPA 160.1 12/08/00 1600 FP EPA 160.2 12/06/00 1100 KA
EPA 300.0 12/06/00 1018 KA
EPA 200.7 12/19/00 1445 WL
EPA 200.7 12/19/00 1445 WL
EPA200.7 12/19/00 1445 WL
Phone (505) 326-4737 Fax (505) 325-4182 Client: Daniel B. Stephens
Project:
Sample ID:
Lab ID:
Matrix:
Condition:
Norton, VA
Abbott 1-1
0300W05358
Water
Intact
General Parameters Solids- Total Dissolved
Solids- Total Suspended
Sulfate
Total Metals Aluminum
Iron
Manganese
Reference:
180 mg/L
<2 mg/L
7 mg/L
<0.05 mg/L
0.89 mg/L
0.10 mg/L
lnter.Mountain laboratories, Inc.
10
2
5
0.05
0.02
0.01
2506West Main Street, Farmington, NM 87401
Date Received: 12/05/00
Date Reported: 12/20/00
Date Sampled: 12/04/00
Time Sampled: 1240
EPA 160.1 12/08/00 1600 FP
EPA 160.2 12/06/00 1100 KA
EPA 300.0 12/06/00 1018 KA
EPA 200.7 12/19/00 1448 WL
EPA 200.7 12/19/00 1448 WL
EPA200.7 12/19/00 1448 WL
alysis of Water and Wastes (MCAWW)"- EPA/600/4-79-020- March, 1983. rmi tion of Metals In Environmental Samples" - Supplement I - 600/R-94-111 - May, 1994.
Reviewed By:
Phone (505) 326-4737 Client:
Project:
Sample ID:
LabiD:
Matrix:
Condition:
Fax (505) 325-4182 Daniel B. Stephens
Norton,VA
Abbott 2-1
0300W05359
Water
Intact
General Parameters Solids- Total Dissolved
Solids- Total Suspended
Sulfate
Total Metals Aluminum
Iron
Manganese
160
58
15
<0.05
16.4
0.55
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
lnter.Mountain laboratories, Inc.
10
2
5
0.05
0.02
0.01
2506 West Main Street, Farmington, NM 87 401
Date Received: 12/05/00
Date Reported: 12/20/00
Date Sampled: 12/04/00
Time Sampled: 1245
EPA 160.1 12/08/00 1600 FP
EPA 160.2 12/06/00 1100 KA
EPA 300.0 12/06/00 1018 KA
EPA200.7 12/19/00 1451 WL
EPA200.7 12119/00 1451 WL EPA200.7 12/19/00 1451 WL
Reference: EPA- "Methods or Che · I Analysis of Water and Wastes (MCAWW)"- EPA/600/4-79-020- March, 1983. EPA- "Me ho th ete ination of Metals in Environmental Samples"- Supplement I- 600/R-94-111 -May, 1994.
Reviewed By:
_ ~ DANIEL B. STEPHENS & ASSOCIATES, INC. Chain Of Custody ===~F=~~~~==~~~~~~~~============================~~==
To: •
'I n~e c -A Ql II c+g I A l'{kCJ r1cl'es, )ac Date D\4\ D cJ Project No. q d. 9 0
Client fk ~~ L~l\ ')U'j Relinquished by~\; q/oo \44-5 f~ { -- 1- ~f!J·)- - .YP f' - u .~:2 -:) cr Sent by: ~ Fed Ex D DHL 0 Other
Purpose of Shipment 4.~1r ~~ ur-. ~.1\ Pos~bleContam~ants ~~~~o)~\~~~· ~~p~-~~~~~~~~~~~~~~~~~~~-Item Sample No. Analysis to be Done Sample No. Container Comments
1\\~~ -\-- j I\ L- ~0.'1 \ \\)'S I I~ "':::! 'l~'"JMJ-,.b~· (\~ 1:~> 4-M~~
\-\ L 1 1-\-:lM,J IO.a lJJ~lno l~6.e; WD 5.~
~~loa/\ J -j_ \I \I n ;} ~~~)~I\ 13 :>tt 5:-p ., U+ \--\ ~I lb/1v ~ I I I 1
Ill \7 /CY-3 \~40 V\
*h ~+ J-- \ l t 1 I ~\ )~, 13loo '?l.f 5 ~); I
- "'
Date Received ~~~!vo by ~Wh-{Hy~~r ~t l_ Company Reprasentatrve
Received the above articles in good condition
Except as noted
DBS&A Form No. 095 5192
Inter-Mountain laboratories, Inc. Phone (505) 326-4737 Fax (505) 325-4182 2506 West Main Street, Farmington, NM 87401
Date: 1/25/01
Client: Daniel B. Stephens
Lab ID: 0301W00307- 08
Project: Norton, VA
Dear Client:
The samples were received for analysis at Inter-Mountain Laboratories (IML), Farmington, New Mexico. Enclosed are the results of these analyses.
Comment:
Analytical results were obtained by approved methods. Sample analyses were obtained within the method specific holding times. Practical Quantitation Limits (POL's) are based on method requirements, and any dilutions necessary to maintain proper method response without matrix interference.
If you have any questions, please call me at (505} 326-4737.
William Lipps IML-Farmington,
Phone (505) 326-4737 Fax (505) 325-4182 Client: Daniel B. Stephens
Project:
Sample 10:
LabiD:
Matrix:
Condition:
Norton,VA
ABBOTT 1-2
0301W00307
Water
Cool/Intact
General Parameters Solids- Total Dissolved
Solids- Total Suspended
Sulfate
Total Metals Aluminum
Iron
Manganese
140 mg/L
6 mg/L
<5 mg/L
<0.05 mg/L
0.34 mg/L
0.03 mg/L
Inter-Mountain laboratories, Inc.
10
2
5
0.05
0.02
0.01
2506 West Main Street, Farmington, NM 87401
Date Received: 01/11/01
Date Reported: 01/25/01
Date Sampled: 12/07/00
Time Sampled: 1813
EPA 160.1 01/15/01 1000 FP
EPA 160.2 01/12/01 0820 KA
EPA300.0 01/11/01 0941 KA
EPA 200.7 01/25/01 1204 WL
EPA200.7 01/25/01 1204 WL
EPA 200.7 01/25/01 1204 WL
Reference: EPA- "Methods for Che :~nalysis of Water and Wastes (MCAWW)"- EPA/600/4-79-020- March, 1983. EPA- "Mleo fc th j inatlon of Metals in Environmental Samples"- Supplement 1- 600/R-94-111- May, 1994.
Reviewed By: I J
Phone (505) 326-4737 Fax (505) 325-4182 Client: Daniel B. Stephens
Project:
Sample 10:
Lab 10:
Matrix:
Condition:
Norton,VA
ABBOTT 2-2
0301W00308
Water
Cool/Intact
General Parameters Solids- Total Dissolved
Solids -Total Suspended
Sulfate
Total Metals Aluminum
Iron
Manganese
130 mg/L
35 mg/L
12 mg/L
<0.05 mg/L
5.16 mg/L
0.07 mg/L
Inter-Mountain laboratories, Inc.
10
2
5
0.05
0.02
0.01
2506 West Main Street, Farmington, NM 87401
Date Received: 01/11/01
Date Reported: 01/25/01
Date Sampled: 12/07/00
Time Sampled: 1620
EPA 160.1 01/15/01 1000 FP
EPA 160.2 01/12/01 0820 KA
EPA 300.0 01/11/01 0941 KA
EPA200.7 01/25/01 1207 WL
EPA 200.7 01/25/01 1207 WL
EPA 200.7 01/25/01 1207 WL
Phone (505) 326-4737 Fax (505) 325-4182
Client: Daniel B. Stephens
Project: Norton,VA Sample 10: ABBOTT 2-2
LabiD: 0301VV00308
VVater
Cool/Intact
Solids- Total Suspended
Sulfate
Aluminum
Iron Manganese
35
12
<0.05
5.16
0.07
Inter-Mountain laboratories, Inc. Quality Control Report
Duplicate Analysis
46
12
<0.05
5.57
0.07
27 o•·
NC*
8
0
2506 West Main Street, Farmington, NM 87401
Report Date: 02/05/01
Receipt Date: 01/11/01
Sample Date: 12/07/00
Time Sampled: 1620
2 mg/L
5 mg/L
0.05 mg/L
0.02 mg/L
0.01 mg/L
*NC- Non-Calculable RPD due to value(s) less than DL ••- Difference used for results< 5 X Detection Limit
Reference: EPA- "Methods for Chemical Analysis of Water and Wastes (MCAWW)"- EPA/600/4-79-020- March, 1983.
"""""""' By' EPA -@ In e Delennloatioo of Metal• to E"'ironmeolai Sa""l"'" - S"pp~meot 1 - 600/R-94-111 - May, 1994.
Appendix C
Graphs of Quarterly Monitoring Data
Appendix C1
Fall-Winter 2000
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Well EC Site VA-1 Well-1 Fall-Winter 2000
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Water Temperature Site VA-1 Well-1 Fall-Winter 2000
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Water pH Site VA-1 Well-1 Fall-Winter 2000
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Well Yield Site KY -1 Well-1 Fall-Winter 2000
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Water Level Site KY -1 Well-2 Fall-Winter 2000
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Water Level Site KY-2 Well-2 Fall-Winter 2000
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Water pH Site KY-2 Well-2 Fall-Winter 2000
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Well Yield Site KY-2 Well-3 Fall-Winter 2000
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Water pH Site WV-1 Well-1 Fall-Winter 2000
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Water pH Site WV-2 Well-1 Fall-Winter 2000
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0 12/01/00 12/02/00 12/03/00
S:\projects\9290\sheets\Abbott 2121x\Abbott221X_decOO.xls Tab temp
Water Temperature Site WV-2 Well-2 Fall-Winter 2000
12/04/00 12/05/00
Shot Blast
~ ~
12/06/00
Shot Blast Shot Blast
~ ~
12/07/00 12/08/00
10.00
9.50
9.00
8.50
8.00
Iii 7.50 :::: c:
;::) 7.00 , ...
IV , c:
6.50 ra -~ J: ll. 6.00
5.50
5.00
4.50
4.00 I ' I ' 3.50 L__ __
12/01/00 12/02/00 12/03/00
S:\projects\9290\sheets\Abbott 2121x\Abbott221X_dec00.xls Tab PH
Water pH Site WV-2 Well-2 Fall-Winter 2000
12/04/00 12/05/00
Shot Blast
12/06/00
Shot Blast Shot Blast
12/07/00 12/08/00
Appendix C2
Spring 2001
Well Yield Site VA-1 Well-1
Spring 2001
26
24
22
20
18
16 -r:: ~ 14 IV C) -~ 12 .2 u.
10
8
6
4
2
0
3/15/01 3/16/01 3/17/01 3/18/01 3/19/01 3/20/01 3/21/01
2200
2000
1800
1600
1400
-E ~ 1200 0 ~
E ..;!. 1000 u w
BOO
600
400
200
0
3/13/01 3/14/01 3/15/01
Well EC Site VA-1 Well-1
Spring 2001
3/16/01 3/17/01
•
3/18/01 3/19/01 3/20/01 3/21/01
25
20
10
5
Water Temperature Site VA-1 Well-1
Spring 2001
0 ~------------------------------------------------~--------------------~------~ 3/13/01 3/14/01 3/15/01 3/16/01 3/17/01 3/18/01 3/19/01 3/20/01 3/21/01
Water pH Site VA-1 Well-1
Spring 2001
10
9.5
9
8.5 ___ _~, a • ....._ • 8
• 7.5
~ -~"
II) :!:: c: 7 - : • :I ....
1:::1 -~ 6.5 ~ c..
6
5.5
5
4.5
4
3.5
3/13/01 3/14/01 3/15/01 3/16/01 3/17/01 3/18/01 3/19/01 3/20/01 3/21/01
25
-lo.. Q) 0 ::s 20
"t:: U) r::: Ill lo.. +' Q)
> 0 .0 ca 15 +' Q)
.e -Q)
> Q)
..J lo..
10 s ca ~
5
Water Level Site KY-2 Well-2
Spring 2001
0 ~----------------------------------------------------------------------~----------~ 5/31/01 6/1/01 6/2/01 6/3/01 6/4/01 6/5/01 6/6/01 6/7/01
Well EC Site KY-2 Well-2
Spring 2001
2200 .-------------------------------------------------------------------------------~
2000
1800
1600
1400
-E ~ 1200 0 .t:. E ~ 1000 0 w
800
600
400
200 I'" .,.. ... 0 ~--------------------------------~----------~--------------------------------~
5/31/01 6/1/01 6/2/01 6/3/01 6/4/01 6/5/01 6/6/01 6/7/01
-(.) 0 -
Water Temperature Site KY-2 Well-2
Spring 2001
30 .---------------------------------------------------------------------------------.
25
20
J ••• , ·-· 10
5
0 L---------------------------------------------------------~----------~--------~ 5/31/01 6/1/01 6/2/01 6/3/01 6/4/01 6/5/01 6/6/01 6/7/01
10
9.5
9
8.5
8
~n 7.5 ;::: r: ::I
"'C 7 .... co
"C r: s 6.5 II) -J: a. 6
5.5
5
4.5
4
3.5
5/31/01 6/1/01 6/2/01
Water pH Site KY-2 Well-2
Spring 2001
6/3/01 6/4/01 6/5/01 6/6/01 6n1o1
-~ Q) CJ ::::J "C (I) c I'll ~ -Q)
> 0 ..c I'll -Q)
.! -Q)
> Q)
....1 ~ Q) -I'll ~
30
25
20
15
10
5
Water Level Site KY-2 Well-3
Spring 2001
0 ~------------------------------------------~--------------------------~------------~ 5/31/01 6/1101 6/2/01 6/3/01 6/4/01 6/5/01 6/6/01
Well EC Site KY -2 Well-3
Spring 2001
2200
2000
1800
1600
1400
-E -M 1200 0 ~
E ~ 1000 0 w
800
600
400
200
0
5/31/01 6/1/01 6/2/01 6/3/01 6/4/01 6/5/01 6/6/01
-u ~
e ::::J -I'll ~
25
20
~ 15 E Cll .... ~
.& I'll
~ 10
5
0 5/31/01 6/1/01 6/2/01
Water Temperature Site KY-2 Well-3
Spring 2001
6/3/01 6/4/01 6/5/01 6/6/01
10
9.5
9
8.5
8
Ui' 7.5 :!: c: ::I
"C 7 ~
IG "C c: s 6.5 Ill -J: Q, 6
5.5
5
4.5
4
3.5
5/31/01 6/1/01 6/2/01
Water pH Site KY-2 Well-3
Spring 2001
6/3/01 6/4/01
-Ji & a u
6/5/01 6/6/01
26
24 Shot Blasts
22 ~~ ~ 20
18
16 -s:::: ~ 14
1'(1 Cl -~ 12
..2 u..
10
8
6
4
2
0
Shot Blasts
~ ~~
Well Yield Site WV-1 Well-1
Spring 2001
Shot Blasts Shot Blasts
~ ~ l ~ ~ ~ Shot Blasts
~ ~
t ~
~
4/2/01 4/3/01 4/4/01 4/5/01 4/6/01 4/7/01 4/8/01 4/9/01 4/10/01 4/11/01 4/12/01 4/13/01 4/14/01 4/15/01 4/16/01 4/17/01 4/18/01
30
25
-,_ (I) (J
::J 20 "C Ul c IV ,_ -(I) > 0 .0 IV 15 -(I) (I) --Q) > (I)
..J ,_ 10 (I) -I'll
~
Shot Blasts
5 ~ ll 0
Shot Blasts
~ ~
Water Level Site WV-1 Well-1
Spring 2001
Shot Blasts
~~ r • ~ ;· j t ••
• . ~
Shot Blasts Shot Blasts Shot Blasts
~ ~ ~ ~ ~~ ~ - - -•.;r "f .. .. -.-
.. 1 •• • ' •
4/1/01 4/2/01 4/3/01 4/4/01 4/5/01 4/6/01 417101 4/8/01 4/9/01 4/10/01 4/11/01 4/12/01 4/13/01 4/14/01
Well EC Site WV-1 Well-1
Spring 2001
2200 .----------------------------------------------------------------------------------,
2000
1800
1600
1400
-E ~ 1200 0
..1: E ..;; 1000 u w
800
600
400
200
Shot Blasts Shot Blasts Shot Blasts Shot Blasts Shot Blasts Shot Blasts Shot Blasts
0 ~----------------------~--------------------------------------~----~----~----~ 4/1/01 4/2/01 4/3/01 4/4/0 1 4/5/0 1 4/6/0 1 4/7/0 1 4/8/0 1 4/9/01 4/1 0/01 4/11/01 4/12/01 4/13/01 4/14/01
-u 'L.
Q) ... ::I
Water Temperature Site WV-1 Well-1
Spring 2001
30 .-----------------------------------------------------------------------------------~
25
20
1ij 15 Shot Blasts Shot Blasts Shot Blasts Shot Blasts Shot Blasts Shot Blasts
... Q) c. E Q)
1-
10
5
0 L-----------------------------------------------------------------------------~----~ 4/1/01 4/2/01 4/3/01 4/4/01 4/5/01 4/6/01 4/7/01 4/8/01 4/9/01 4/10/01 4/11/01 4/12/01 4/13/01 4/14/01
10
9.5
9
8.5
8
Water pH Site WV-1 Well-1
Spring 2001
In 7.5 ~ I: j , 7 ~
cu , Shot Blasts Shot Blasts Shot Blasts Shot Blasts Shot Blasts Shot Blasts Shot Blasts I:
6.5 cu -Ill -J: 6 a.
"'' 5.5
5
4.5
4
3.5 ~--------------------------------------~----------~~----------~------~----~----~ 4/1/01 4/2/01 4/3/01 4/4/01 4/5/01 4/6/01 4/7/01 4/8/01 4/9/01 4/10/01 4/11/01 4/12/01 4/13/01 4/14/01
26
24
22
20
18
16 -1:
~ 14 nl C) -~ 12 .B u.
10
8
6
Shot Blast Shot Blasts Shot Blasts 4
2
0
ll r r t. / J ( [J d 1A
l
4/3/01 4/4/01 4/5/01 4/6/01 4/7/01
Well Yield Site WV-1 Well-2
Spring 2001
Shot Blasts Shot Blasts
t t j ~~ ~ -lL
Shot Blasts Shot Blasts
t tH t l • J.._.._l Ll l
II I -4/8/01 4/9/01 4/10/01 4/11/01 4/12/01 4/13/01 4/14/01 4/15/01 4/16/01 4/17/01
-... Cll CJ
30
25
::I 20 "0 II) 1:
f.! -CD > 0 .0 m 15 -CD
~ a; > CD
...J
a; 10 -~ 5
0
Shot Blasts Shot Blasts Shot Blasts
1 ll 1 1 H
Water Level Site WV-1 Well-2
Spring 2001
Shot Blasts Shot Blasts Shot Blasts
1 .l .. Lk U. l • 4/2/01 4/3/01 4/4/01 4/5/01 4/6/01 4/7101 4/8/01 4/9/01 4/10/01 4/11/01 4/12/01 4/13/01 4/14/01 4/15/01 4/16/01 4/17/01
2200
2000
1800
1600
1400
-E ~ 1200 0
..s:::: E
..;!, 1000 0 w
800
600
400
200
Shot Blasts Shot Blasts Shot Blasts
.u ~
Well EC Site WV-1 Well-2
Spring 2001
Shot Blasts Shot Blasts Shot Blasts
0 ~----------------------~----------------~------------------~----~----~----~----~ 4/3/01 4/4/01 4/5/01 4/6/01 4/7/01 4/8/01 4/9/01 4/10/01 4/11/01 4/12/01 4/13/01 4/14/01 4/15/01 4/16/01 4/17/01
Water Temperature Site WV-1 Well-2
Spring 2001
30 .-----------------------------------------------------------------------------------~
25
20
Shot Blasts Shot Blasts Shot Blasts Shot Blasts Shot Blasts Shot Blasts
10
5
0 ~----------------------------------------------~----------------------------~----~ 4/3/01 4/4/01 4/5/01 4/6/01 4/7/01 4/8/01 4/9/01 4/10/01 4/11/01 4/12/01 4/13/01 4/14/01 4/15/01 4/16/01 4/17/01
10
9.5
9
8.5
8
(jj' 7.5 ;t:: c: ::::s
"E 7 nl "t:l c:
6.5 nl ..... rn -:I:
6 c.
5.5
5 Shot Blasts
4.5 u 4
Shot Blasts Shot Blasts
~ ~ ~~
Water pH Site WV-1 Well-2
Spring 2001
Shot Blasts Shot Blasts Shot Blasts
3.5 L---------------------------------------------------------------~----~------------------~ 4/3/01 4/4/01 4/5/01 4/6/01 417/01 4/8/01 4/9/01 4/10/01 4/11/01 4/12/01 4/13/01 4/14/01 4/15/01 4/16/01 4/17/01
-... Q) CJ ::J '0 II) 1: C'IJ ... .... Q)
> 0 .Q I'll -Q)
.! -G) > Q)
...J ... Q) .... C'IJ
3:
Water Level Site WV-2 Well-1
Spring 2001
30 ,---------------------------------------------------------------------------~
25
20
15
Shot Blast Shot Blast Shot Blasts
10 ~ ~ ~ ~
5
0 L------------------.------------------------------------~------------------~ 4/16/01 4/17/01 4/18/01 4/19/01 4/20/01
Well EC Site WV-2 Well-1
Spring 2001
2200 ~------------------------------------------------------------------------------~
2000
1800
1600
1400
-E ~ 1200 0
.s::. E ~ 1000 0 w
800
600
400
200
Shot Blast Shot Blast Shot Blasts
0 ~------------------------------------------------------------------------------~ 4/16/01 4/17/01 4/18/01 4/19/01 4/20/01 4/21/01
-u 0
'! :I
Water Temperature Site WV-2 Well-1
Spring 2001
30 .----------------------------------------------------------------------------,
25
20
Shot Blasts Shot Blasts Shot Blasts
tV 15 ._ Q) c.. E Q)
1-
10
5
0 L---------------------------------------------------------------------------~ 4/16/01 4/17/01 4/18/01 4/19/01 4/20/01 4/21/01
10
9.5
9
8.5
8
'iii 7.5 :!:::: !: :::l
"C 7 I.. 11:1
"C !:
6.5 11:1 -II) -:I: Q. 6
Shot Blast
5.5 ~ 5
4.5
4
3.5
4/16/01 4/17/01
Water pH Site WV-2 Well-1
Spring 2001
Shot Blast
~ Shot Blasts
~ ~ ...-. ..-. ............ -
4/18/01 4/19/01 4/20/01 4/21/01
26
24
22
20
18
16 -c ..§ 14 iii ~ ~ 12
..S! u.
10
8
6
4
2
0
4/16/01
Shot Blast
4/17/01
Well Yield Site WV-2 Well-2
Spring 2001
Shot Blast
4/18/01 4/19/01 4/20/01 4/21/01
'i:' G> (,) ~
"tJ Ul r::: 1'1:1 I--G> > 0 .0
1'1:1 -G> .e -(j) > G> ..J I-G> -1'1:1
~
Water Level Site WV-2 Well-2
Spring 2001
30 .-------------------------------------------------------------------------------------~
25
20
15
Shot Blast Shot Blast 10
5
0 ~--------~~--------------~----~----------~._------------~~~~~--------------~ 4/16/01 4/17/01 4/18/01 4/19/01 4/20/01 4/21/01
Water Temperature Site WV-2 Well-2
Spring 2001
30 .-----------------------------------------------------------------------------------~
25
Shot Blast Shot Blast
20 ~ ~ ;, •. 1. 2
ns •• a •• =a •
10
5
0 ~------------------------------------------------------------------~--------------~ 4/16/01 4/17/01 4/18/01 4/19/01 4/20/01 4/21/01
Water pH Site WV-2 Well-2
Spring 2001
10 ,---------------------------------------------------------------------------------.
9.5
9
8.5
8
Iii' 7.5 ~ c: ~
'E 7 1'!1
"C c: J9 6.5 U) -:::r:: c. 6
5.5
5
4.5
4
Shot Blast Shot Blast
3.5 ~------------------------------------------------------------------~---------------
4/16/01 4/17/01 4/18/01 4/19/01 4/20/01 4/21/01
Appendix C3
Fall 2001
26
24
22
20
18
16 -c :5 14 Cll C)
~ -3: 12 .2 LL
10
8
6
4
2 ........ 0
10/25/01 10/26/01
~
10/27/01 10/28/01
Well Yield Site WV-2 Well-1
Fall 2001
10/29/01 10/30/01 10/31/01
t
... ....
11/1/01 11/2/01 11/3/01 11/4/01
Appendix C4
Winter 2001
-... CD 0 ::l 't) II) c I'll ... -CD > 0 .c I'll -CD ~ -a; > CD -' ... CD -I'll ~
Water Level Site WV-1 Well-1
Winter 2001
30 .-------------------------------------------------------------------------------------~
25
20
•
15
10
5
0 L-------------------------------------------------------------------------------------~ 12/4/01 12/5/01 12/6/01 12/7/01
2200
2000
1800
1600
1400
-E ~ 1200 0
..c E
..;!. 1000 0 w
800
600
400
200
0 12/4/01 12/5/01
Well EC Site WV-1 Well-1
Winter 2001
12/6/01 12/7/01
-u ca_..
Q) ... :I
25
20
Water Temperature Site WV-1 Well-1
Winter 2001
1U 15 ... Q) Q.
E Q)
1-
10
5
0 ~--------------------------------------------------------------------~------------~ 12/4/01 12/5/01 12/6/01 12/7/01
9.5
9
8.5
8
Ui' 7.5 ~ c :::J
"E: 7 1'1:1 , c !!! 6.5 ~ :I: c. 6
5.5
5
4.5
4
3.5 12/4/01 12/5/01
Water pH Site WV-1 Well-1
Winter 2001
12/6/01 12/7/01
-"" Cll 0 ::l
"CC Ill c: 1':1 "" ..... (I)
> 0
..c 1':1
..... Cll Cll --Q) > Cll
...J
"" Cll ..... 1':1
3:
Water Level Site WV-1 Well-2
Winter 2001
30 ,-------------------------------------------------------------------------------------~
25
20
15
Shot Blast Shot Blasts
10 ~ ~
5
0 ~--------------------------~------------------------------------------~------------~ 12/4/01 12/5/01 12/6/01 12/7/01
2200
2000
1800
1600
1400
-E -M 1200 0
..t:: E ..;!. 1000 u w
800
600
400
200
0
12/4/01
Shot Blast
i
12/5/01
Well EC Site WV-1 Well-2
Winter 2001
Shot Blasts
12/6/01 12/7/01
-u 0 -e ::I
Water Temperature Site WV-1 Well-2
Winter 2001
30 .-----------------------------------------------------------------------------------~
25
20
Shot Blast Shot Blasts
~ ~ ~ 15 .... Q) c. E Q)
1-
10
5
0 ~--------------------------~------------------------------------------------------~ 12/4/01 12/5/01 12/6/01 12/7/01
10
9.5
9
8.5
8
~ 7.5 c ::I
"C ,_ 7 I'll
"C c
6.5 Ill -rn -J: 6 c.
5.5
5
4.5
4
3.5 12/4/01
Shot Blast
~
12/5/01
Water pH Site WV-1 Well-2
Winter 2001
Shot Blasts
~
12/6/01 12/7/01
Recommended