Groundwater Contamination-Final
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EXPANDED SITE INSPECTION
SALINA PUBLIC WATER SUPPLY WELLS SITE
SALINA, SALINE COUNTY, KANSAS
CERCLIS Identification Number
KS 0984966770
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Kansas Department of Health and Environment
Bureau of Environmental Remediation
Pre-Remedial Unit/Remedial Section
June 1993
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EXPANDED SITE INSPECTION
SALINA PUBLIC WATER SUPPLY WELLS SITE
SALINA, SALINE COUNTY, KANSAS
EP A ID#: KSD984966770
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June 1993
Kansas Department of Health and Environment
Bureau of Environmental Remediation
Remedial Section
Pre-Remedial Unit
Project Manager: Pamela K Chaffee, Environmental Geologist
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SECTION
SECTION 1.
SECTION 2:
SECTION 3:
SECTION 4:
SECTION 5:
SALINA PUBLIC WATER SUPPLY WELLS SITE
EXPANDED SITE INSPECTION
TABLE OF CONTENTS
PAGE
INTRODUCTION................................... 1
SITE INFORMATION.
2.1 Site Location ................................ 3
2.2 Climatic Conditions ............................3
2.3 Site Description .............................. 3
2.4 SiteHistory..................................4
2.4.1 History of the Salina Public Water Supply. . . . . . . . 4
2.4.2 History of the Salina PWS Wells Site. . . . . . . . . . . . 5
2.5 PotentiaISources..............................7
2.5.1 PCE-Containing Wastes at Dry Cleaners. . . . . . " 8
2.5.2 Underground Storage Tanks. . . . . . . . . . . . . . . . . 8
2.5.3 Spills.................................. 8
2.6 Hazardous Substance Characteristics. . . . . . . . . . . . . . . 8
2.6.1 Chlorinated Hydrocarbons. . . . . . . . . . . . . . . . .. 8
2.6.2 Petroleum Hydrocarbons. . . . . . . . . . . . . . . .. . . 10
2.6.3 Other Volatile Organic Chemicals. . . . . . . . . . . . . 10
WATER/SOURCE SAMPLING
3.1 SamplingLocations............................12
3.2 AnalyticaIResults.............................12
3.3 AnalyticaIConclusions..........................13
GROUND WATER PATHWAY
4.1 HydrogeologicSetting..........................14
4.2 GroundWaterTargets.........................14
4.3 Ground Water Sample Locations. . . . . . . . . . . . . . . . . . 16
4.4 Ground Water Analytical Results. . . . . . . . . . . . . . . " 17
4.4.1 Public Water Supply Wells. . . . . . . . . . . . . . . . . . 18
4.4.2 PrivateWaterWells.......................20.
4.4.3 Ground Water At Potential Source Areas. . . . . . .. 20
4.4.4 Other Areas of Contamination. . . . . . . . . . . . . . . 22
4.5 Ground Water Pathway Conclusions. . . . . . . . . . . . . . . 23
SURFACE WATER PATHWAY
5.1 HydrologicSetting.............................24
5.2 SurfaceWaterTargets..........................24
5.3 Surface Water Sample Locations. . . . . . . . . . . . . . . . . . 24
5.4 Surface Water Pathway Conclusions. . . . . . . . . . . . . .. 25
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SALINA PUBLIC WATER SUPPLY WELLS SITE
EXPANDED SITE INSPECTION'
TABLE OF CONTENTS
(Continued)
SECTION
PAGE
SECTION 6:
SOIL EXPOSURE AND AIR PATHWAYS
6.1 Physical Conditions........................... 26
6.2 SoilandAirTargets............................26
6.3 AirMonitoring................................26
6.4 Soil Exposure and Air Pathway Conclusions. . . . . . . .. 26
SECTION 7:
SUMMARY, CONCLUSIONS AND RECOMMENDATIONS
7.1 Summary..................................27
7.2 Conclusions................................ 27
7.3 Recommendations............................29
SECTION 8:
REFERENCES....................................30
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LIST OF FIGURES
Figure 2-1 - General Highway Map, Saline County, Kansas
Figure 2-2 - Site Location Map
Figure 3-1 - Ground Water Sample Location Map
Figure 4-1 - Geologic Map
Figure 4-2 - Bedrock Surface Map
Figure 4-3 - Geologic Cross Sections
Figure 4-4 - Water Table Map
Figure 4-5 - Pumpage Vs. VOC Concentrations in PWS Well #3
TABLES
Table 2-1 - VOC Analytical Data from the Salina PWS Wells SSI, 1990
Table 2-2 - Facilities Which Were Investigated as Potential Sources
Table 4-1 - 1991-92 Analytical Data - Ground Water Probe Samples
Table 4-2 - Well Owner Information
8 Table 4-3 - 1990-92 VOC Analytical Data for Well Water Samples
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Attachment 1.
Attachment 2.
Attachment 3.
Attachment 4.
Attachment 5.
. Attachment 6.
Attachment 7.
Attachment 8.
Attachment 9.
Attachment 10.
Attachment 11.
Attachment 12.
Appendix A -
8 Appendix B -
SALINA PUBLIC WATER SUPPLY WELLS SITE
EXPANDED SITE INSPECTION
TABLE OF CONTENTS
(Cont,nued.l
ATTACHMENTS
VOC (THM) analytical data - Salina PWS distribution system: 1978 to
March 1985
VOC analytical data - Salina PWS distribution system: May 1985 to
May 1990
VOC analytical data - Salina PWS distribution system: June 1990 to
March 1992
VOC analytical data - Salina PWS wells: May 1985 - May 1990
Facilities Which Were Investigated as Potential Sources - Detailed
Information
Sample locations and rationale
In-field analytical results Tables A & B
Driller's Logs for test holes and wells
Water Well Information
VOC analytical data - Salina PWS wells: December 1990 to July 1992
Environmental Assessment of the Former Huntsingers Store in
Salina, Kansas, prepared by Plains Environmental Services, June
1992.
Site Latitude and Longitude Coordinates Calculation Worksheets
APPENDICES
Analytical Laboratory Reports
Pre-Score Information Sheets
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Salina PWS Wells ESI
1.
INTRODUCfION
Under authority of the Comprehensive Environmental Response, Compensation, and
Liability Act of 1980 (CERCLA) and the Superfund Amendments and Reauthorization Act
of 1986 (SARA), the Remedial Section of the Bureau of Environmental Remediation
(BER), Kansas Department of Health and Environment (KDHE), conducted an expanded
site inspection (ESI) at the Salina Public Water Supply (PWS) Wells Site in Salina, Kansas.
The ESI was conducted as part of a cooperative agreement with the U.S. Environmental
Protection Agency (EP A), Region VII, under which the KDHE will perform investigations
of selected contamination sites in Kansas. The purpose of this ESI is to identify potentially
responsible parties and begin collecting data necessary to prepare a Hazard Ranking System
(HRS) scoring package for National Priority List (NPL) documentation purposes.
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In response to an EPA study involving testing for volatile organic chemicals (VOCs) in
public water supplies, sampling of the Salina distribution system and subsequently its
municipal wells in .l.2ß5.. revealed the presence of VOCs (benzene, tetrachloroethylene
(PCE), toluene, and 1,2-dichloroethane (1,2-DCA» in some of the wells. Continued
monitoring for VOCs in the city's public water supply (PWS) wells and distribution system
has shown that PWS wells #3, #8, #1, and #4 have consistently (and less consistently in
PWS wells #5 and #13) shown contamination by PCE. Well #3 has also shown
contamination by gasoline constituents. A few private wells to the south and southwest of
the municipal well field have also shown low level contamination by VOCs, including PCE.
The scope of this ESI included reviewing historical file information, sampling of
environmental media to attribute hazardous substances to site operations and to establish
representative background levels, collecting additional non-sampling information, and
interviewing city officials, private property owners and facility operators.
Site and field activities were conducted for the ESI during the summers of 199Jand 1992.
The ESI consisted of: 1
1) A historical file and record search to determine current and former commercial
business and industry types that potentially use or used the chlorinated solvents and
petroleum hydrocarbons detected in ground water at the site,
2) conducting interviews with local business owners and facility operators to
determine activities, chemicals used, and waste handling procedures used (past and
current ),
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3) collection of soil vapor and ground water samples in the vicinity of the
contaminated PWS wells and potential contamination source areas, utilizing the
KDHE/BER Geoprobe unit,
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Salina PWS Wells ESI
4) resampling of the PWS wells and some private lawn and garden wells,
5) obtaining historical water quantity use data for ground water and surface water
sources to the Salina PWS and additional water quality data for the PWS wells from
the Water Division of the City of Salina
6) surveying elevations of some private and public water supply wells.
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Salina PWS Wells ESI
2. SITE INFORMATION
2.1
Site Location
The City of Salina lies in the Smoky Hill River Valley of the Smoky Hills physiographic
region of Kansas. The city is located in the central portion of Saline County, mostly west
of the Smoky Hill River (Figure 2-1). The Union Pacific Railroad passes through Salina
and interstate highways 70 and 135 run just north and west, respectively, of the city. The
geographic coordinates for the Salina PWS Well #3 at the municipal water treatment plant
and distribution point, are 38°50'1.0" N latitude and 97°36'26.0" W longitude (Reference 1;
2). The site is located in portions of Sections 13 and 24 in Township 14 South, Range 3
West (Reference 1).
2.2
Climatic Conditions
Salina is characterized by a subhumid, continental climate. Summers are hot with an
average mean daily temperature in July of 80.8°F. The winter months are moderately cold
with an average mean daily temperature in January of 27.3°F. The average yearly
precipitation at Salina is 28.95 inches (Reference 3).
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Site Description
The Salina PWS Wells Site is located in the central portion of the City of Salina, Saline
County, Kansas (Figure 2-2). The site is a long, narrow area averaging less than one-half
mile width and is slightly more than one and one-half miles in length (Figure 2-2). It is
bounded on the north and south by Walnut and Claflin streets. From north to south, the
site is bounded on the west by Seventh, Highland and Ninth streets. On the east, the site
is bounded by a diagonal line from Front to Santa Fe streets. The site consists of slightly
more than 300 acres and is located on relatively flat terrain that slopes gently from an
elevation of approximately 1235 feet above mean sea level (msl) in the southwest to nearly
1225 feet in the northeast. The old Smoky Hill River channel, which cuts through the center
of the city, has an elevation of approximately 1215 ft in the northeastern portion of the site
(Reference 1). The newer rechannelized portion of the Smoky Hill River, located in the
eastern portion of the city, provides drainage of the river outside of the heart of the city and
is the location of the current surface water intake for the city's water supply (Reference 1;
4).
The northern one-third of the site is part of the oldest portion of the city. Land use consists
predominantly of commercial business and light industry, some residential homes, and
municipal recreational areas to the east and along the old Smoky Hill River channel. The
southern two-thirds is predominantly residential with some small commercial businesses
8 along Santa Fe, Crawford, and Ninth Streets.
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Salina PWS Wells ESI
Many of the businesses and industries that have operated over the years at and near the site,
use or have used various chemicals containing VOCs as part of daily operations. These
include automobile service and repair, dry cleaning, printing, grain storage, and painting.
Petroleum and chlorinated hydrocarbons (or chlorinated solvents) are the two classes of
VOCs most commonly used for oil and grease removal by businesses involved in the
maintenance and repair of automobiles, machines and small appliances; dry cleaning of
textiles and fabrics; printing and painting. Other typical uses include cleaning of electrical
parts, and for removal of dye, glue, ink and paint by various businesses and industries.
Some VOCs were commonly used as grain fumigants.
The current site boundary roughly encompasses an area of ground water contaminated with
the chlorinated solvents PCE, and trichloroethylene (or TCE). Ground water in some areas
of the site is also known to be contaminated with gasoline constituents (e.g. benzene,
toluene, xylenes, ethylbenzene, ethylene dibromide, and 1,2-DCA). Salina PWS wells
included in the site boundary are #1, #3, #4, #5, #8 and #13 (Figure 2-2). Contamination
within the site boundary shown in Figure 2-2 is the primary focus of this report.
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PWS wells #2, #6, and #14 have had no history of significant VOC contamination. VOCs
detected in PWS wells #7 and #10 have either been low levels of trihalomethanes (1HMs)
or attributable to laboratory contamination (Reference 5). Although some VOC X
contamination has been detected in PWS wells #11, #12, #15, the VOCs detected indicated
a different type of contamin~nt source (or sources), and may require a separate investigation .
in the near future.
Two private lawn and garden wells within the ESI site' boundary showed contamination by
PCE and are located downgradient of contaminated source areas.
2.4
Site History
2.4.1 History of the Salina Public Water Supply
Until the drought of the 1950's, the' City of Salina was solely dependent upon ground water
for its public water supply. Early records indicate the city used deep wells along the Smoky
Hill River for water supply and the rise and fall of the river had no effect on the well water
supply. Also noted in these early records were reports that the Smoky Hill River was unfit
for domestic use because of pollution by vegetation, feedlot runoff, etc. (Reference 6).
In the mid-1950's, the city experienced a ground water supply shortage from its well field
and in October 1956 began using surface water from the Smoky Hill River (Reference 7).
At that time, the surface water intake was located in the old Smoky Hill River channel near
the city's waterworks plant (near PWS Well #3 in Figure 2-2), where water from the city's
8 well field and surface water were blended and treated before entering the public water
supply distribution system (Reference 4).
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Salina PWS Wells ESI
As a result of major flooding in 1951, flood control works began in the Smoky Hill River
valley near Salina in the late 1950's and were completed by 1961. Included was the cutoff
of the old channel and diversion of the Smoky Hill River around the east side of the City
of Salina (Reference 7). Because the location of the city's surface water intake was in the
old channel near the municipal waterworks plant, some flow was maintained in this channel
by means of a gate works (Reference 4).
Problems arose in the early 1960's with the disposal of lime sludge from the City water
treatment plant into the old Smoky Hill River channel, at a time when streamflow was
significantly reduced due to the diversion into the newer channel. An aesthetically
undesirable appearance occurred in the old channel resulting in complaints from the public
(Reference 6).
Also in the early to mid-1960's, the city water supply experienced problems with offensive
tastes and odors. Early analytical testing for organics indicated that contaminants in the
well water supply had a highly unpleasant odor resembling butyric acid which was
characteristic of dairy or meat processing wastes (Reference 6).
Since the late 1970's the City of Salina has tested its public water supply distribution system
. for trihalomethanes (THMs), as required by the Safe Drinking Water Act (Reference 6; 8).
THMs are volatile organic chemicals (VOCs) formed as the result of chlorination of water
(for disinfection purposes) containing naturally occurring organic materials (Reference 9).
During the period of August 1978 to September 1983, concentrations of THMs totalling
more than the maximum contaminant level (MCL) of 100 micrograms per liter ,(pg/L)
allowed in public water supplies, were common in samples collected from the distribution
system (Reference 6; 10). Attachment 1 summarizes THM analytical data for the PWS
distribution system during this period. MCLs are federal drinking water standards
established for public water supplies (Reference 8).
Changes were made in the chlorination process in early 1984 and the amount of THMs
produced in the treated water supply was greatly reduced (Reference 11). Concentrations
of total THMs only exceeded the MCL during the month of September in 1986, 1987, and
1988 (Reference 12). Late in 1989 the surface water intake was relocated from the old
Smoky Hill River channel to the rechannelized portion of the river approximately one mile
east of the former intake point (Reference 4) (see Figure 2-2). Since that time, the total
THM concentrations have not exceeded the MCL. THM analytical data for the PWS
distribution system since 1985 are summarized in Attachments 2 and 3.
2.4.2 History of the Salina PWS Wells Site
In response to an EP A study involving testing of public water supplies for VOCs, the KDHE
8 had the City of Salina sample water from its distribution system for VOC analysis in May
1985. The results indicated in addition to THMs, low levels of the VOCs benzene, toluene,
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Salina PWS Wells ESI
and tetrachloroethylene (also known as perchloroethylene or PCE) were detected
(Reference 6). VOC analytical data for the PWS distribution system are summarized in
Attachments 1, 2 and 3. Sampling and testing of ground water in August 1985 also indicated
VOC contamination in some of the city's PWS wells (Reference 6). Since the initial
sampling, the city and KDHE have continued to monitor both the PWS distribution system
and wells for VOCs. Analytical results for ground water samples collected from the PWS
wells prior to this investigation are summarized in Attachment 4.
With the exception of concentrations of total l1IMs and benzene, no VOCs exceeded
drinking water standards in the public water supply distribution system. Benzene was
detected at levels slightly above the 5 p,g/L MCL in May of 1985 and 1986 (7.9 p,g/L and
7.2 p,g/L, respectively).
In late 1988, a preliminary assessment (PA) was conducted of the Salina PWS Wells Site
by the KDHE. After a review of the existing data, the report concluded that nine of the
city's fifteen PWS wells were contaminated by VOCs, with Wells #1, #3, #4, and #5
showing the highest concentrations. The P A report recommended further investigation
based upon the VOC contaminants detected, the number of persons potentially affected, and
a preliminary score under the hazard ranking system (HRS) (Reference 12).
'8 In 1990, the KDHE conducted a scanning site investigation (SSI) at the site. The Salina
PWS wells and distribution system were resampled. The SSI concluded that some of the
PWS wells (particularly #1, #3, #4, #5, #8, #11, #12, #13, and #15) showed sporadic, yet
persistent, contamination by one or more of the chlorinated hydrocarbons (a class of VOCs),
tetrachloroethylene (PCE), trichloroethylene (TCE), and 1,2-dichloroethane (1,2-DCA)
(Reference 5). The other PWS wells (#2, #6, #7, #10, #14, and #16), had either no
contamination or had only occasionally shown very low levels of these VOCs. VOC
analytical data for the PWS wells prior to sampling conducted during the ESI is summarized
in Attachment 4.
The SSI report also concluded that ground water contamination by gasoline had affected a
portion of the city PWS well field from 1985 through early 1987 as evidenced by petroleum
hydrocarbons (particularly benzene) detected in samples from PWS wells #3, #8, and #13,
and the distribution system (Reference 5). '
Several private wells were located and sampled during the SSI. TCE and/or PCE were
detected in three of these wells at trace to low levels (below MCLs) (refer to Table 2-1).
Small quantities of other VOCs (Le. l1IMs, toluene, or carbon tetrachloride), were also
detected in a few of the private wells. Site boundaries in the SSI were drawn to include all
wells where any VOC, not attributable to laboratory contamination, had been detected in
ground water (Reference 5).
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Salina PWS Wells ESI
Continued monitoring for VOCs in water from the PWS wells and distribution system was '
recommended. In addition, further investigation by the KDHE was recommended to
identify sources of the VOC contamination (Reference 5).
KDHE conducted an expanded site inspection of the site in 1991-1992. Field work for this
investigation involved two phases of sample collection. In October and November of 1991
all of the Salina PWS wells and eight private wells were sampled. In addition, ground water
samples were collected from 13 locations using a hydraulic probe sampling device to initiate
source area definition. As a result of the first phase of sampling PWS wells #3 and #4
were taken out of service by the city due to elevated concentrations of PCE (and benzene
in Well #3) (Reference 13; 14). The second phase of the ESI, in July 1992, included
resampling the PWS wells and three private wells for verification purposes and collection
of ground water samples from an additional 13 probe locations for additional source area
characterization (Reference 15; 16).
2.5
Potential Soorces
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Information collected from the ESI indicates currently and historically, that numerous types
of commercial businesses and light industries have utilized and/or generated VOC-
containing materials or wastes in and near the Salina PWS Wells site. Included are grain
elevators, automotive service and body repair shops, gasoline filling stations, hospitals, and
printing, painting, dry cleaning and chemical supply businesses (Reference 15; 16; 17; 18;
19). The majority are located in or near the northern portion of the site, the older part of
the city, and along the major streets of Salina (e.g. Santa Fe Avenue and Crawford Avenue). ,
Preliminary identification of these potential sources are listed in Table 2-2. This table may
not be complete in identifying all of the potential source areas within the site boundaries.
Additional work may be required to research files to identify additional past or present'
sources.
Ground water contamination by VOCs at the site is presumably due to improper handling
and disposal of VOC-containing products and wastes by past commercial or private
operations. Activities may include spillage, leakage, or discharge (1) onto the ground
surface, (2) from materials buried below ground surface, (3) from underground storage tanks
(USTs), (4) into or near older, abandoned or substandard water wells, or (5) into the
municipal sanitary sewer. Improper disposal of VOC containing wastes on the ground
surface or into the municipal stormwater sewer, could also allow contaminants to flow into
the former Smoky Hill River channel, which cuts through the City of Salina and a portion
of the site.
Several VOCs have been detected in the Salina PWS wells at the site, indicating various
types of contaminant sources. However, the major contaminants of concern (with
8 concentrations exceeding MCLs in well water samples), are the chlorinated hydrocarbon
PCE and the gasoline constituents 1,2-DCA and benzene. Other VOCs found in ground
water at heavily contaminated areas of the site included TCE, 1,2-dichloroethylene (1,2-
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Salina PWS Wells ESI
DCE), vinyl chloride, 1,2-dichloropropane (1,2-DCP), all chlorinated hydrocarbons, and
ethylene dibromide (EDB). Low concentrations of other VOCs have been detected in
various wells, but not at levels to be of concern at the present time.
2.5.1 PCE-Containing Wastes at Dry Cleaners
Hazardous wastes generated at dry cleaning facilities which us~ PCE as their main cleaning
process include waste PCE filters and still bottom residues (Reference 17). Prior to the
regulation of handling, storage and disposal of these hazardous wastes, they were commonly
stored and disposed of with the municipal trash service and/or discarded on site (Reference
15; 17). At some dry cleaning facilities, air laden with solvent vapor may also represent a
release of a hazardous waste to the atmosphere and to soil if condensation results near the
ground surface (Reference 20).
Other businesses with similar activities may have also used VOC containing solvents prior
to the requirements of RCRA notification. Records of chemical use and disposal were not
obtained and may not exist for these older operations.
2.5.2 Underground Storage Tanks (USTs)
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USTs containing petroleum hydrocarbon fuels that have leaked are referred to as LUSTs.
Several known or potential LUST sites have been identified in or near the Salina ESI site
boundaries and are included in Table 2-2 (Reference 18, 19, 22). Those listed are based
on locations where ground water samples have indicated the presence of one or more
petroleum hydrocarbons. In addition, several facilities along and near the Union Pacific
railroad track on 4th Street allegedly received bulk fuel directly from railroad cars for
storage and distribution (Reference 23).
2.5.3 Spills
Several spills have been reported within and near the site boundaries. Some have included
spillage of fuels and oil along the railroad tracks north of the site, others have involved spills
on major streets and highways (Reference 24).
2.6
Hazardoos Sobstance Characteristics
2.6.1 Chlorinated Hydrocarbons
The chlorinated hydrocarbons detected are generally clear, nonflammable liquids that
evaporate relatively easily at room temperature. They are man-made (not naturally
occurring), and generally have a characteristic sweet odor (Reference 25, 26, 27).
8 These chlorinated hydrocarbons are somewhat soluble in water and are generally more
dense (heavier) than water. Therefore, they will sink in the aquifer to an impermeable
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Salina PWS Wells ESI
boundary and then migrate downslope. These chemicals degrade very slowly in ground
water, often taking years. Because many of the chemicals are closely related, the
degradation process gradually converts each chemical into simpler forms. For example, PCB
degrades to TCE, which in turn degrades to DCE, and finally to vinyl chloride. Vinyl
chloride may degrade to ethane and nontoxic materials. The degradation process is
primarily due to soil microbes which use the chemicals as a food source. However, the
microbes may not be able to survive in high concentrations of the chemicals. For this
reason, the rate of decay or degradation near the source of a large spill or release may be
very slow.
Tetrachloroethylene (PCE, also known as perchloroethylene, perc, tetrachloroethene, perk,
and perchlor), is a nonexplosive solvent that rapidly dissolves vegetable, animal, and mineral
oils, greases, tars, and some waxes and resins. The most common use of PCE is in dry
cleaning, for which it has been used as a solvent since 1934. PCE is also used extensively
as a degreasing solvent for liquid and vapor cleaning of metals. In addition it is used as a
chemical intermediate and in the manufacture of blended safety solvents (Reference 25).
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Single exposures to high concentrations of PCE in air (particularly in closed, poorly
ventilated areas), can cause dizziness, headache, sleepiness, confusion, nausea, difficulty in
speaking and walking, and possibly unconsciousness and death. Skin irritation may result
from repeated or extended contact with the chemical. PCE has been given the classification
of possible human carcinogen (Reference 25). A maximum contaminant level (MCL) of 5
p,g/L PCE in water was recently established for public water supplies (Reference 28).
Trichloroethylene (TCE, also known as trichloroethene), is an exceptionally good solvent for
organic chemicals, oils, greases, and tars. TCE is widely used as a solvent in vapor-
degreasing applications. Other applications include caffeine extraction from coffee, wool-
fabric scouring, adhesives, formulation of solvent blends, and nominally for dry cleaning and
as an anesthetic in childbirth (Reference 26);
TCE can cause people who breath high amounts to become dizzy, sleepy or unconscious.
Some people exposed to high levels of TCE have damage to some of the nerves in the face,
and some develop skin rashes when contact is made with the chemical. Although TCE has
tested positive as a carcinogen in animals, it has not been classified as carcinogenic to
humans (Reference 26). The MCL for TCE is 5 p,g/L in public water supplies (Reference
28).
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1,2-Dichloroethane (1,2-DCA, also known as ethylene dichloride), is primarily used in the
manufacture of and solvent for various chemicals, plastics and rubber. It is a degreaser in
the engineering, textile and petroleum industries; and an extracting agent for soybean oil
and caffeine. It is also used as a pickling agent, fumigant, and a dry cleaning agent
(Reference 27). In the past, 1,2-DCA was used as a lead scavenger in tetraethyllead (TEL)
antiknock fluids which were added to gasoline. These fluids normally contained 1,2-DCA
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at about 30% of the weight of TEL, along with some ethylene dibromide (EDB) (Reference
20). Because the use of leaded gasoline has fallen, the use of 1,2-DCA as a gasoline
additive has also been reduced (Reference 27).
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Salina PWS Wells ESI
Exposure to large amounts of 1,2- DCA through inhalation or ingestion may cause nervous
system disorders and liver and kidney disease. EP A has classified 1,2- DCA as a probable
human carcinogen (Reference 27). The MCL for 1,2-DCA is 5 /-lg/L (Reference 28).
2.6.2 Petroleum Hydrocarbons
The petroleum hydrocarbons benzene, ethyl benzene, toluene, and xylenes are constituents
of gasoline and have been found in ground water in some areas of the site. Benzene is by
far the most toxic of these four petroleum constituents.
Benzene, although a naturally occurring substance, is also a major industrial chemical made
from coal and oil. As a pure chemical, benzene is a highly flammable, clear, colorless
liquid. At room temperature benzene is very volatile and is fairly soluble in water. Benzene
released at or near the soil surface can be transported to the air through volatilization and
to surface water through runoff. If the released benzene is buried' below the surface, then
8 the most likely transport mechanism will be leaching to ground water (Reference 29).
Because of its solubility and the fact that it is less dense (or lighter) than water it will
migrate readily in ground water, in the upper portion of the aquifer.
Benzene is an important component of gasoline and is used to make other chemicals, as
well as some types of plastics, detergents, and pesticides. It is highly toxic and a known
human carcinogen (Reference 29). The MCL for benzene is 5 /-lg/L (Reference 28).
2.6.3 Other Volatile Organic Chemicals
At one or more sample locations, other toxic VOCs detected in ground water at levels
exceeding MCLs were ethylene dibromide, vinyl chloride, 1,2-dichloropropane.
Ethylene dibromide (EDB, also known as 1,2-dibromoethane), is a colorless liquid with a
mild, sweet odor. It evaporates easily and can dissolve in water. Being more than twice as
dense as water, EDB will sink and it will stay in ground water and soil for a long time, but
will break down quickly in air. Historically, the main uses of EDB have been as a pesticide
and gasoline additive. The EP A stopped most of the use of EDB as a soil and space
fumigant in 1984. The addition of EDB to leaded gasoline acted as a lead scavenger and
produced better fuel efficiency. With the increased environmental concern over atmospheric
lead pollution, the use of leaded gasoline has declined significantly and so has this use of
. EDB (Reference 30).
. J one 1993
EDB is toxic by inhalation, ingestion, and skin absorption. It is a strong irritant to skin and '
eyes (Reference 31). Although EDB has tested positive as a carcinogen in animals, it has
not been classified as carcinogenic to humans (Reference 30). The MCL for EDB in water
was recently established at 0.05 f.lg/L (Reference 28).
"11
Salina PWS Wells ESI
Vinyl Chloride can exist as a liquid if it is kept under high pressure. Liquid vinyl chloride
evaporates easily if exposed to air. It is soluble in water and thus can leach through the soil
and travel to ground water before evaporation can occur. If it enters ground water it ca~
stay there for many years. Vinyl chloride is used to make plastic products such as pipes,
wire and cable coatings, and packaging materials. Other uses include furniture and
automobile upholstery, wall coverings, housewares, and automotive parts. At one time vinyl
chloride was also used as a refrigerant, a propellant in spray cans, an extraction solvent for
heat-sensitive materials, and in some cosmetics. It is no longer used for these purposes.
Vinyl chloride is also a breakdown product of other chemicals, such as PCE, and TCE
(Reference 32).
Vinyl chloride is an extremely toxic and hazardous material by all avenues of exposure and
is a known carcinogen (Reference 31; 32). The MCL for vinyl chloride is 2 f.lg/L
(Reference 28).
8 1,2-Dichloropropane (also known as propylene dichloride), is also a colorless liquid that has
a chloroform-like odor and evaporates quickly at room temperature. Before the early
1980's, 1,2-dichloropropane was used in farming as a soil fumigant and was found in some
paint strippers, varnishes, and furniture finish removers. Other historical uses included an
intermediate in the synthesis of carbon tetrachloride, lead scavenger in gasoline, textile stain
remover, oil and paraffin extract, scouring compound, and metal degreasing agent, especially
prior to electroplating. 1,2-Dichloropropane is now used in the United States only in
research and industry (Reference 33).
Ingestion or inhalation of high levels of 1,2-dichloropropane can result in dizziness,
headache, nausea, injury to the liver and kidneys, anemia, coma and, ultimately, death. The
EPA has classified 1,2-dichloropropane as a probable human carcinogen (Reference 33).
The MCL for 1,2-dichloropropane in water was recently established at 5 f.lg/L (Reference
28).
8
.
.
8
TABLE 2-1
VOC Analytical Data from the Salina PWS Wells SSI, May 1990
(units in /-lg/L)
Sample Location PCE TCE 1.2-DCA
Salina PWS Well #1 1. OJ - -
Salina PWS Well #2 2.01 0.6J -
Salina PWS Well #3 50.0 4.0J -
Salina PWS Well #4 4.0J - -
Salina PWS Well #5 - - -
Salina PWS Well #8 23.0 2.0J -
Salina PWS Well # 1 - 1. OJ 7.0
Salina PWS Well # 15 - 6.0 -
Reed Well (26) 4.0J 2.0J -
McElfresh Well (25) 1. OJ - -
Betts Well (28) 0.8J - -
Abbreviations:
PCE
jLg/L
PWS
VOC
J
- Tetrachloroethylene
- micrograms per liter
- public water supply
- volatile organic chemical
- Compound was identified; but its concentration was too
low to quantify. Reported value is estimated.
TCE
l,2-DCA
- Trichloroethylene
- l,2-Dichloroethane
- not detected
Source: U.S. EPA Contract Laboratory Program, 1990
Note: Only selected VOCs are reported.
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LEGEND
GENERAL HIGHWAY MAP
SALINE COUNTY
KANSAS
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KANSAS DEPARTMENT OF TRANSPORTATION
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EXPANDED SITE INSPECTION OF SALINA PWS WELLS SITE
JUNE 1993
~I
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2-1
.
TABLE 2-2
FACIUTIES WHICH WERE INVESTIGATED AS POTENTIAL SOURCES
Facilltv Name
City of Salina, General Services *
St. John's HospitaJ
A-Z Oeaners *
Burr's Body Shop *
Former Firestone *
Stewarts Model Laundry & Cleaners *
Quinley's Master Dry Cleaners *
U.S.D. 305 Maintenance Shop *
Taco Johns
Robert L Constable Law Office
Manpower Temporary Services
Former Western Auto *
Salina Park and Forestry Department
Consolidated Printing
Salina Journal
Asbury-Salina Regional Med Center *
McCord Tire Co. *
Former Week's Self Serve Station *
8 Sears Auto Service Center *
Express Cleaners *
Sampson's Plumbing & Heating
VIP Cleaners *
Franks 66 Service *
Johnson & Son Cleaners *
Fast One-Hour Cleaners *
Southside Service
One Hour Martinizlng *
Sinclair Marketing Co.
Location
412 E. Ash St.
139 N. Penn St.
500 E. Iron
211 S. Fifth St.
200 S. Fifth St.
211-215 S. Santa Fe Ave.
216 S. Fifth St.
256 S. Fifth St.
303 S. Santa Fe Ave.
256 S. Santa Fe Ave.
255 S. Santa Fe Ave.
306 S. Santa Fe Ave.
Oakdale Park
319 S. Fifth St.
333 S. Fourth St.
400 S. Santa Fe Ave.
423 S. Santa Fe Ave.
505 S. Santa Fe Ave.
510 S. Santa Fe Ave.
540 S. Santa Fe Ave.
311 E. Crawford Ave.
820 E. Crawford Ave.
701 S. Ninth St.
953 S. Third St.
1208 S. Santa Fe Ave.
1417 S. Ninth St.
1501 S. Ninth St.
1513 S. Ninth St.
Tvee of Oeeration
Vehicle maintenance
Hospital
Former dry cleaners
Former auto body shop
Former auto service
Former dry cleaners
Former dry cleaners
Vehicle maintenance
Former gasoline station
Former gasoline station
Former gasoline station
Former auto service
Maintenance. painting
Printing
Newspaper printing
Hospital
Tire and auto service
Former gasoline station
Former auto service
Dry Cleaners
Former plbg & htg
Dry Cleaners
Former gasoline station
Former dry cleaners
Dry Cleaners
Active gasoline station
Former Dry Cleaners
Active gasoline station
Note: The facilities listed here were initIally identified as potential sources for VOC contamination and were
subsequently investigated. This is not considered to be a complete listing of potential sources, and
the listIng of a facility or property owner does not indicate that the owner or operator is responsible'
or liable for contamination at the site. * Detailed facility information is presented In
Attachment 5.
,8
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Walnut St.
I I
First Presbyterian Church
l
SALINA
Claflin Ave.
LEGEND:
CÐ Salina PWS Well
. Private Well
FIGURE 2-2
SITE LOCATION MAP
SCALE: 1 Inch = 0.3 Mile
SOURCE: Kansas Department of Health and Environment, GIS Center
8
.
8
J one 1993
12
Salina PWS Wells ESI
SECflON 3. WASTE/SOURCE SAMPLING
3.1
Sampling Locations
The locations and rational for all samples collected during the ESI are summarized in
Attachment 6. Soil vapor samples were collected to characterize source areas. Three soil
vapor samples were collected in November 1991 and four were collected on July 9, 1992.
Equipment malfunction prevented in-field analysis on soil gas or collected ground water
samples on July 10, 1992 (Reference 15; 16). Soil vapor samples were collected onsite or
immediately adjacent to several potential VOC source areas at the Salina PWS Wells site.
Facilities targeted included common solvent-using businesses (i.e. dry cleaners, printing, and
automotive service facilities), and underground storage tank (UST) sites. Soil vapor samples
were analyzed in the field with a Shimadzu Gas Chromatograph utilizing an electron capture
and flame ionization detectors (Reference 15; 16).
3.2 Analytical ResoIts
Results of the in-field analyses for VOCs on soil vapor and headspace of collected ground
water samples are presented in Attachment 7 as Tables A and B. Probe locations from
which soil vapor and ground water samples were collected during the ESI are shown in
Figure 3-1. '
Significant concentrations of PCE, TCE, and benzene were detected in soil vapor collected
at a depth of ten feet in probe location SG 19 at the former One-Hour Martinizing dry
cleaning facility at 1501 S. Ninth St. (refer to Figure 3-1). The TCE concentration detected
at location SG 19 may represent the degradation of PCE contamination at the location
and/ or contamination by solvents at other nearby potential source areas not identified
during the investigation. In addition, the benzene contamination detected may represent
leakage of gasoline from USTs at two nearby filling stations or a reported 1985 gasoline
leak, located upgradient of this location (Reference 15; 16; 22; 24).
A significant (yet estimated) concentration of PCE was detected in soil vapor at a depth of
six (6) feet in the supply loading area near the rear portion of the Fast One-Hour Cleaners
located at 1208 S. Santa Fe Avenue (probe location SG 15 in Figure 3-1). A soil vapor
sample collected at a depth of twelve (12) feet at this location showed a significantly
reduced concentration of PCE (Reference 15; 16).
A low concentration of PCE was detected in soil vapor collected at probe location SG 14,
near PWS Well #4 and the former Sampson's Plumbing and Heating facility at 311 E.
Crawford. The sample was collected at a depth of 39 feet, near the water table because an
initial attempt to obtain a ground water sample was not successful (Reference 16).
8
8
8
J one 1993
13
Salina PWS Wells ESI
Soil vapor samples were collected at depths of nine to ten feet near the former A-Z Dry
Cleaners (probe location SG 26) and solvent use areas at the City of Salina General -
Services facility (probes locations SG 30 and SG 31). Field screening of the soil vapor
samples did' not indicate contamination by chlorinated solvents. However, benzene was
indicated in soil vapor collected at probe location SG 30 which was taken near a former
leaking underground storage tank (LUST) at the city facility (Reference 16).
3.3 Analytical Conclosions
The waste source sampling confirmed the presence of solvent and petroleum hydrocarbon
contamination in shallow (6 to 10 feet) soil vapor samples collected at suspected source
areas. Confirmed areas of contamination include the Fast One-Hour Cleaners at 1208 S.
Santa Fe Avenue, the former One-Hour Martinizing at 1501 S. Ninth Street, and the former
LUST site at the city's General Services facility. At deeper depths, lower concentrations
or absence of VOCs in soil vapor may indicate areas preceding, interspersed between or
subsequent to contaminant plumes or the absence of VOC contamination in the unsaturated
subsurface. VOCs detected near the water table (e.g. at probe location SG 14) indicate
contamination of the ground water without clear evidence of the source area.
,
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LEGEND:
...,n.. .
~rtr): = Underg::::-ound storage tank locations
~ = Well water sample locations
. = Soil gas probe (ground water sample)
PES = Plains Environmental Services
."- = Drainage ditch
locations
FIGURE
3-1
GROUND WATER SAMPLE LOCATION MAP
SCALE:
1 Inch = 533
Feet
SOURCE:
Rocky Mountain Aerial
Surveys,
Aerial Photograph,
March 9,
1991.
EXPANDED SITE INSPECTION OF SALINA PWS WELLS SITE
JUNE 1993
.
.
Jone 1993
14
Salina PWS Wells ESI
4.
GROUND WATER PATHWAY
4.1 Hydrogeologic Setting
The major portion of the City of Salina is situated on a broad alluvial flood plain of four
converging streams: the Smoky Hill River, the Saline River, Mulberry Creek, and Dry Creek
(refer to attached topographic quadrangles). The Smoky Hill River, which flows through
the eastern part of Salina, has a flood plain averaging two miles in width south of the city.
North of Salina, the Saline River flows eastward along a flood plain of two and one-half to
three miles in width northwest of the city, and shares a common flood plain with the Smoky
Hill River to the northeast. To the northwest, Mulberry Creek, which flows northeastward
into the Saline River, has a flood plain of one and one-half to two miles (Reference 34).
The Salina PWS Wells site lies on alluvium of Recent (Pleistocene) age, predominantly in
the Smoky Hill River Valley (Figure 4-1). The alluvium consists of stream-laid deposits of
clay, silt, 'sand, and gravel. Underlying the alluvial deposits is the Wellington Formation of
Permian age. It forms the bluffs and upland surface in the vicinity of Salina and in some
areas it unconformably underlies the Kiowa Shale (Cretaceous age) (Reference 35).
The thickness of the alluvial deposits and the configuration of the underlying bedrock in the
. vicinity of the site are shown in Figures 4-2 and 4-3. In the vicinity of the site, the thickness
of the alluvial deposits ranges from approximately 70 feet to 75 feet from south to north
with the thickest deposits at PWS Well #3 (82 feet thick) and in test hole #63 (94 feet
thick) (Reference 6; 35; 36; 37). Driller's logs for the test holes and PWS wells are included
as Attachment 8.
The finer materials of the alluvium commonly occur in the upper part and the coarser
materials in the lower part (Reference 35). Along the west edge of the river valley, the
alluvium consists mostly of fine material deposited by.Dry Creek (see cross sections B-B,
C-C and K-K in Figures 4-2 and 4-3).
The thickness of the upper, finer deposits (clay to silty, sandy clay), ranges from nearly 40
feet near the southern portion of the site to approximately 20 feet in the northern portion.
The underlying sand and gravel deposits range in thickness from approximately 30 to 55
feet, also from south to north, with nearly 65 feet at PWS Well #3 (Reference 35; 37).
Interbedded in these coarser deposits is at least one layer of clay or silt clay that is one to
five feet thick (Reference 35; 36). Hydraulic conductivity in these units can be expected to
range from 10-7 centimeters per second (cm/sec) in the clay deposits to 10-1 cm/sec in the
sand and gravel portions of the aquifer (Reference 38).
The Wellington Formation has a total thickness of 700 feet and consists chiefly of shale.
Discontinuous beds of gypsum and impure limestone are found at the outcrops, and thick
. beds of salt (Hutchinson Salt Member) occur near the middle of the formation in the
.
Jone 1993
15
Salina PWS Wells ESI
subsurface (Reference 35). Near Salina and at a depth of approximately 200 feet, is a
discontinuous zone of solution cavities and collapsed beds which has resulted from the
dissolution of salt and gypsum beds in the Wellington by leakage of freshwater primarily
from overlying unconsolidated deposits (e.g. alluvium). This zone, which extends southward
from Salina to near Wellington, contains large quantities of saltwater and is termed the
Wellington aquifer (Reference 39). Historically, the Wellington aquifer had, in some areas,
been used to dispose of oil field brine (Reference 40). It has not be used for drinking water
or irrigation water supplies.
The general contour of the top of the Wellington Formation below the alluvial deposits near
Salina, shown in Figure 4-2, indicates a topographically low area in the northern one-third
of the site with buried channels trending toward the low area from the south, west and north
(Reference 36). Cross section A-A in Figure 4-3 also shows the general slope of the
Wellington bedrock surface from south to north in the vicinity of the site. Test holes 184
and 185 in cross section K-K and test hole 1 in cross section C-C also show the north and
south buried channels which nearly parallel the longitudinal axis of the site. Generally, the
sand and gravel deposits in a buried channel are thicker and coarser, and with higher
permeabilities can yield larger quantities of ground water.
.
Cross sections A-A and K-K in Figure 4-3, show the water table, or ground water surface
at Salina to be several feet below' the Smoky Hill River, both the former and current
channels. This condition is probably caused by the heavy withdrawals of water from the
Salina city wells and reduced recharge from the Smoky Hill River -due to the deposition of
silt in the bottom of the old channel (Reference 35).
The water table is also shown in Figure 4-4. A large area of depression in the water table,
extends outward from the center of the city's well field, which at the time of the figure's data
consisted of thirteen wells. The "cone of depression" reflected the city's sole use of ground
water after a long period of drought in late 1956 (Reference 36).
With the diversion of the Smoky Hill River and Dry Creek away from the city and the
present well field of 15 wells, a current water table map would show a larger cone of
depression (centered in town), due to a greater distance to recharge from the new Smoky
Hill River channel and Mulberry Creek Valley.
Alluvium in the Smoky Hill River Valley is the predominant water supply aquifer in the
vicinity of the site and the City of Salina. Recharge is predominantly by downward
percolation of precipitation and by subsurface inflow from adjacent areas of higher water
table elevation, particularly from upstream in the Smoky Hill River Valley and from the
Saline River and Mulberry Creek valleys (Reference 36). Discharge other than by well
production is by evaporation, transpiration, and seepage into some streams. Reported
discharge rates for the city wells range from 800 gallons per minute (gpm) in PWS Well #16
8
.
.
8
lone 1993
16
Salina PWS Wells ESI
to 1,376 gpm in PWS Well #4. Discharge rates for the three supplemental wells located
south of Salina are reported to be 750 gpm or less (Reference 41).
The underlying Wellington is a poor water-bearing formation, as it consists largely of shale
of low permeability. Shallow wells that tap the shale outside of the alluvial valley have
small yields and are subject to failure during periods of drought. Somewhat larger yields
are obtained from wells that penetrate the thin beds of limestone and gypsum. Water in the
Wellington Formation generally is excessively hard and mineralized, owing to the large
amount of soluble minerals in the formation (Reference 35).
Some shallow wells located in the higher elevations within four miles of the site, obtain
moderate quantities of ground water from sandstone in the Kiowa Formation (Reference
35; 42)
4.2 Ground Water Targets
Most of the population within four miles of the site (or 42,951 persons) obtain their drinking
water from the Salina public water supply. This includes the City of Salina (42,303 persons)
and those served by the Saline County Rural Water District No.3 (648 persons) (Reference
43; 44; 45). The water supply is obtained from fifteen wells located in Salina, three
supplemental wells located south of the city (formerly used by the Shilling Air Force Base),
and one surface water intake located on. the Smoky Hill River at Salina.
Approximately 181 private domestic wells within four.miles of the site supply drinking water
to an additional 434 persons (Reference 42; 43).
In 1991, nearly 2.5 billion gallons of surface and ground water were used in the City of
Salina public water supply. Slightly more than one billion gallons (or 43%) were supplied
by the fifteen city wells and nearly 1.4 billion gallons (or 57%) were taken from the Smoky
Hill River, all of which is treated and blended at the water treatment plant before
distribution. Less than one percent (or 4.6 million gallons) of the total was supplied by the
Shilling wells, where ground water is chlorinated at each wellhead before entering the.
distribution system (Reference 41; 46). Locations of the PWS wells and surface water intake
are shown in Figure 2-1. Details of the fifteen PWS wells located in Salina and information
on the population potentially affected by each well are summarized in Attachment 9.
Nearly 1,500 acres of cropland are irrigated with groundwater within four miles of the site
(Reference 47).
Additionally, there are over 200 private wells in Salina used for lawn and garden watering
purposes (Reference 12).
.
.
.J one 1993
17
Salina PWS Wells ESI
4.3
Groond Water Sample Locations
The PWS wells and several private wells were sampled at least once during the ESI. Figure
2-2 shows the locations of these wells. Wells #3 and #4 had not been used since the
summer of 1991 because of the excessive concentrations of PCE detected in samples
collected from them. Well #5 was out of commission during much of 1992 for pump repair
(Reference 11).
During the periods of November 5-8, 1991 and July 9-10, 1992, ground water samples were
collected at a total of twenty-six probe locations. The probe locations and rationale are
summarized in Attachment 6 and shown in Figure 3.1. The ground water samples were
collected directly from the alluvial aquifer using a Geoprobe hydraulic probe device. The
depths from which ground water samples were collected are included with the analytical
results in Table 4-1.
Ground water samples were collected at each probe location for on-site VOC analysis (field
screening), with the exception of those collected on July 10, 1992, due to a malfunction in
the equipment. Water well samples collected in November 1991 were also field screened.
An electron capture detector and in some cases a flame ionization detector were used in a
Shimadzu 14A gas chromatograph. Field analytical procedures were conducted in
accordance with the KDHE Standard Operating Procedures Manual. The field analysis used
a heated headspace technique that extracts the volatile compounds from the water samples
(Reference 16). Tables A and B in Attachment 7 summarize the field analytical results
from the two sampling events. . Duplicate VOC samples were submitted to the Kansas
Health and Environmental Laboratory for confirmatory VOC analysis. The latter analytical
results are presented in Table 4-1.
The City of Salina provided written consent to KDHE to access city easement to collect
ground water samples. All probes locations were on city property except the following:
SG 1 and 2 - written permission from Salina Journal World
SG 25 - verbal permission provided by Mike Rider of Warmack & Co.
Reasons for last minute decisions not to probe at four proposed locations (12, 23, 24 and
29) included: on-site dry cleaning facility using a non-PCE cleaning process, permission to
access property was not provided by property owner at 820 E. Crawford, and solvents were
not detected in field analyses of soil vapor and ground water samples from nearby probe
locations SG 28, SG 30 and SG 31 at the same facility.
The field crew were unable to obtain a ground water sample from one probe location.
Geoprobe sampling equipment was decontaminated between sampling locations using a high
8 pressure water gun, soap and potable water. Probe rods were air dried before being
.
~
Jone 1993
18
Salina PWS Wells ESI
reinserted into the ground. An equipment rinse blank was prepared to verify
decontamination of the probe rods. All probe locations were plugged with bentonite after
samples were collected.
Eight private lawn and garden wells were also sampled during the ESI. Four had previously
been sampled in 1990 during the SSI (samples #26, #28, #32 and #33 in the SSI report).
Well owner information for the eight wells is listed in Table 4-2.
The water wells (public and private) were all purged of a minimum of three well volumes prior
to sampling. Each was also tagged in accordance with KDHE requirements and located using a
Global Positioning Satellite System unit.
4.4
Ground Water Analytical Results
VOC analytical data for ground water samples collected from the PWS wells from 1985 through
and including the SSI (May 1990) are summarized in Attachment 4. Data for samples collected
from private wells during the previous investigation are also included in the attachment.
Table 4-3 summarizes the VOC analytical data for the samples collected from the PWS wells
located within the ESI site boundaries (Wells 1,3, 4, 5, 8, and 13) since 1990 and includes data
. for samples collected by the City of Salina. VOC analytical results for all samples collected from
the Salina PWS wells and private wells during the period December 1990 to July 1992 are
presented in Attachment 10. The laboratory reports are presented in Appendix A.
4.4.1 Public Water Supply Wells
PWS Well #1
Historically, PCE concentrations in Well #1 fluctuated between not detectable to 7 ¡¡.g/L. The
proposed MCL for PCE was 7 ¡¡.g/L until July 1992 when the final MCL was established at 5
¡¡.g/L (Reference 28). The more recent samples collected showed concentrations increasing, but
remaining below the final MCL. When detected, the concentration of TCE had not exceeded 1.0
¡¡.g/L.
PWS Well #3
On October 29, 1991, the Salina PWS wells were sampled by the KDHE. The samples were
analyzed for VOCs by the Kansas Health and Environmental Laboratory. A sample from Well
#3, indicated a concentration of 22.2 ¡¡.g/L of benzene and 7.7 ¡¡.g/L of 1,2-DCA, exceeding the
MCLs for both VOCs. Other petroleum-type hydrocarbons and tetrachloromethane (or carbon.
tetrachloride) were also detected in the sample. Well #3 had not been used since September 13,
8 1991 (Reference 14).
8
June 1993
19
Salina PWS Wells ESI
Analytical results for the October 29th sample for Well #3 were received by the city on
November 4, 1991, and the well was immediately shut down. However, the well had been in use
several hours each day since November 1. On the morning of November 5, another sample was
collected from the well by the KDHE. Although no benzene was detected in this sample, PCE
was indicated at a concentration of 17.5 p,g/L. Figure 4.5 graphically demonstrates the volume
of water pumped prior to sample collection and the concentrations of benzene and PCB detected
in PWS Well #3 during this period.
Since the closing of Well #3, the concentrations of PCE have decreased to below the MCL while
the concentrations of benzene have, on occasion, exceeded the MCL. This seems to indicate that
the lighter petroleum hydrocarbons floating on the water table in the vicinity of the well are
drawn into the well initially after a period of nonuse. Conversely, the heavier chlorinated solvents
are drawn into the well from deeper portions of the aquifer after a considerable amount of
ground water has been pumped from the well. The sporadic nature of these and other
contaminants detected in some of the other PWS wells may also be dependent upon pumpage of
the well prior to sampling.
Low to moderate concentrations of TCE, 1,2-DCA, and carbon tetrachloride continue to be
detected in Well #3.
.
PWS Well #4
A concentration of 21 p,g/L PCE (four times the MCL), was detected in a sample collected from
PWS Well #4 by the city in August 1991. Use of Well #4 for public water supply was ceased
immediately upon receipt of the analytical results (Reference 13). PCE has continued to be
detected in samples collected from Well #4, albeit, at lower concentrations than when it was in
use. The most recent sample collected July 7, 1992, showed PCE at level slightly above the MCL
Although not in recent samples, the breakdown products TCE and 1,2-DCE have been the only
other VOCs consistently detected in this well.
PWS Well #5
PCE was detected in Well #5 at a level greatly exceeding the MCL in January 1992. The well
was taken out of service soon after, in part for pump service work. The well was not sampled
during the remainder of the investigation. Historically, concentrations of PCE in Well #5 have
either been undetectable or in excess of the MCL by five to fifteen times. On a few occasions,
low levels of TCE have also been detected in samples from this well.
PWS Well #8
PCE had been detected at moderate levels until the 1990 and 1991 samples when concentrations
exceeded the MCL by more than four times. Low levels of TCE may have been present during
8
.
June 1993
20
Salina PWS We~ls ESI
that same period but analysis for TCE was not conducted. In the most recent sample, PCE was
slightly above the MCL.
PWS Well # 13
Recent samples have not indicated PCE at significant or detectable concentrations in Well #13.
However, moderate concentrations had been detected in the mid-1980's. Because of its proximity
to areas of known PCE contamination in the northern portion of the site, this PWS well was
included in the ESI site boundary. Gasoline constituents, particularly 1,2-DCA, have also been
detected in samples from this well. The most recent sample had shown 1,2-DCA at a
concentration slightly above its 5 ¡..tg/L MCL.
4.4.2 Private Water Wells
One private lawn and garden well (Reed) located upgradient of the public wells and downgradient
of known ground water contamination in the southern portion of the site, has shown levels of PCE
and TCE above MCLs and lower levels of 1,2-DCE. Another lawn and garden well (Pickering)
has also shown contamination by PCE and TCE but at lower concentrations (refer to Figure 3-1).
.
In addition to ground water sampling of the public and private wells during the ESI ground water
samples were taken at probe locations for additional characterization of potential source areas.
4.4.3 Ground Water from Potential Source Areas
Table 4-2 summarizes the VOC analytical data for ground water samples collected at the probe
locations. Laboratory reports for each sample are also included in Appendix A. It should be
noted that other unidentified source areas may be present in the investigation area that were not
listed or investigated. The following listing is of potential source areas that were investigated.
A ground water sample collected in the parking lot of the former One-Hour Martinizing facility
located at 1501 S. Ninth St. (probe location SG 19 in Figure 3-1) contained PCE and other
chlorinated and petroleum hydrocarbons (several being gasoline constituents) at levels several
times the federal MCLs. PCE was not detected in a ground water sample collected from an
upgradient probe location (SG 18); however, gasoline contamination was also detected at this
location.
In the vicinity are gasoline filling stations (Southside Service at 1417 S. Ninth St. and Sinclair
Marketing Co. at 1513 S. Ninth St.) and a reported gasoline leak (April 1985) from underground
piping at the Taylor Petroleum, Inc. gasoline station at 1715 S. Ninth St. (Reference 22; 24).
Ground water samples collected at the back and immediately downgradient of the Fast One-Hour
Cleaners located at 1208 S. Santa Fe Ave. (probe locations SG 15 and SG 16, respectively, in
8 Figure 3-1) indicated concentrations of 211 ¡..tg/L PCE and 556 ¡..tg/L PCE, respectively. PCE was
8
J one 1993
21
Salina PWS Wells ESI
not detected in a ground water sample collected from an upgradient probe location (SG 17);
however, low levels of gasoline constituents were detected.
VOCs were not detected in shallow ground water samples collected near the former Johnson &
Son Cleaners which had been located at 953 S. Third St. (probe locations sa 20 and SG 21 in
Figure 3-1). Due to equipment malfunction, no in-field analysis was performed on soil vapor or
the collected ground water samples. Instead, the samples were submitted to the KDHE
laboratory for analysis. Since more than twenty years had past since PCE would potentially have
been used at this facility, this 'heavy' contaminant may have 'sunk' in the aquifer below the level
sampled.
The concentration of PCE detected in the November 6, 1991 ground water sample collected from
probe location SG 14 near PWS Well #4 and the former Sampson's Plumbing and Heating facility
at 311 E. Crawford was 20.3 Jig/L (Figure 3-1). Low levels of TCE and 1,2-DCE were also
detected in this sample. A similar concentration of PCE was detected in PWS Well #4 on August
27, 1991. Low levels of PCE, TCE and 1,2-DCE were also detected in ground water collected
at probe location SG 13. While this data does not confirm contamination from this former
facility, it does suggest the possibility.
.
A ground water sample collected in the parking lot of the Express Dry Cleaners (formerly
Martinizing Dry Cleaning) facility located at 540 S. Santa Fe Ave. (probe location SG 25 in
Figure 3-1) contained PCE at a concentration of 298 Jig/L. PCE was not detected in ground
water samples collected upgradient of the facility (probe location SG 24 or the Dennis Lilly
private water well).
Considerable gasoline contamination was detected in a ground water sample collected very near
the former Weeks Self-Service gasoline station which had been located at 505 S. Santa Fe Ave.
(probe location SG 8 in Figure 3-1). The station allegedly operated from the early 1970's to the
early 1980's when several on-site USTs were removed (Reference 14; 16).
Gasoline contamination was discovered during the removal of a UST at the former Sears
Automotive Center (510 S. Santa Fe Ave.) in late 1989 (Reference 22). This LUST site is
upgradient of probe location SG 8 and PWS Well #3.
Considerable gasoline contamination was also detected in a ground water sample collected at a
probe location near the intersection of Santa Fe Ave. and Mulberry Street (Sa 6 in Figure 3-1).
Suspected sources are the UST sites formerly located at each of the four corners of this
intersection (Reference 18; 19; 23).
Ground water samples were collected by Plains Environmental Services (PES) during a phase II
environmental assessment of the Huntsinger Paint and Wallpaper Store which operated
subsequent to the former Stewart's Model Laundry & Cleaners at 211-215 S. Santa Fe Ave.
8 Analytical results revealed PCE contamination as high as 46.5 p.g/L near the building on the
8
.
8
.Tone 1993
22
Salina PWS Wells ESI
downgradient side (PES probe locations 4, 5, and 6 in Figure 3-1). PCE concentrations on the
upgradient side ranged from 0.19 to 11.6 p,g/L (PES probe locations 1,2, and 3) (Reference 48).
The PES report for the Huntsinger Store is presented in Attachment 11.
The former Quinley's Master Dry Cleaners had beeÍ1located at 216 S. Fifth St., just across the
alley to the east of the former Stewart's Model Laundry facility. A ground water sample collected
downgradient and one-half block to the east (probe location SG 4 in Figure 3-1), contained PCE
at a level of 14.3 p,g/L.
Very low levels of PCE and toluene were detected in a ground water sample from location SG
2, near PWS wells #3 and #8. In addition, very low to non-detectable levels of VOCs were
detected in ground water samples collected at probe locations SG 1, SG 3, SG 5, SG 7, SG 9, and
SG 11 in 1991 and at SG 26, SG 28, and SG 31 in 1992.
4.4.4 Other Areas of Contamination
Low to moderate concentrations of TCE and 1,2-DCA have consistently been detected in PWS
Well #11. The most recent sample from this well indicated 1,2-DCA at a level slightly above the
MCL. Nearby, PWS Well #12 has also consistently shown low concentrations of 1,2-DCA Low
levels of several other VOCs have also been detected in Well #12, however only rarely, and have
included TCE, PCE, 1,2-DCE, 1,I-DCE, and carbon tetrachloride. Ground water samples from
a private lawn and garden well (Miller well), located between wells # 11 and # 12, recently showed
contamination by PCE, TCE, and 1,2-DCA at levels below the MCLs (refer to Figure 3-1). Near
these wells, ground water samples were collected upgradient and downgradient (probe locations
SG 26 and SG 27, respectively), at the Former A-Z Cleaners at 500 E. Iron. Although similar
VOCs were not detected in the samples submitted for laboratory analysis, an in-field headspace
analysis of the ground water sample from probe location SG 27, revealed low concentrations of
TCE and PCE. A separate investigation is recommended for this area of Salina.
Moderate concentrations of similar VOCs were detected in an upgradient monitoring well
installed at a LUST site at the Long-McArthur Inc. facility located at 340 N. Santa Fe Ave. & 322
N. Fifth St. in the northern portion of the city (Reference 21). A separate investigation is'
recommended for this area of Salina.
Low to moderate levels of gasoline contamination were detected in ground water samples from
probe locations sa 28 and SG 30, respectively, at the City of Salina, Department of General
Services facility located at 412 E. Ash St. Neither PCE or TCE were detected in the three ground
water samples collected here. Further investigation is scheduled at this facility under the State
Petroleum Storage Tank Release Fund (Reference 22).
8
.
8
J one 1993
23
Salina PWS Wells ESI
4.5
Groond Water Pathway Conclosions
Ground water sampling indicates the release of PCE in and around several of the Salina PWS
wells, near known current and suspected former PCE users, and in private water supply wells
located downgradient of these PCE source areas. Gasoline contamination of ground water was
also confirmed in samples near known UST and LUST sites and has affected at least three of the
PWS wells.
Migration of the VOC contaminants to the PWS wells is influenced by high permeability of the
sand and gravel portion of the alluvial aquifer, the large quantity of ground water pumped from
the Salina well field, and the configuration of the bedrock surface in the vicinity of the site. The
latter is characterized by a topographically low area centered in the northern portion of the site
with buried channels trending towards the low from the north and south. This configuration will
facilitate movement of dense PCE contaminant plumes toward the Salina PWS wells at the site
(#1, #3, #4, #5, and #8). These PWS wells are located downgradient and down-the-bedrock-
slope from four confirmed PCE source areas. PWS Wells #3 and #4 have been shut down as
a result of the PCE contamination. PWS Wells #5 and #8 have also been affected by significant
concentrations of PCE within the last two years. A large number of human targets (43,385) rely
on ground water produced from the alluvial aquifer.
PCE contaminant source areas have been confirmed by both ground water and soil vapor samples
at the former One-Hour Martinizing and the Fast One-Hour Cleaners. Additional PCE source
areas have been confirmed by ground water samples collected at the Express Dry Cleaners,
former Stewart's Model Laundry & Cleaners, and the former Quinley's Master Dry Cleaners.
Ground water analytical results confirm significant gasoline contamination in the vicinity of two
active gasoline filling stations near the former One-Hour Martinizing dry cleaners (Southside
Service and Sinclair), and at the City of Salina - Department of General Services. Significant
gasoline contamination was also confirmed in the vicinity of four former gasoline filling stations
located at the intersection of Mulberry Street and Santa Fe Avenue and near the former Weeks
Self-Service gasoline station. Additionally, LUST records have confirmed gasoline contamination
at the former Sears Service Center and the former Franks 66 Service.
8
.
8
LEGEND:
FIGURE 4-1
GEOLOGIC MAP
Pleistocene
Series
Cretaceous
System
Permian
System
~
-N-
~
Nal3
Nl
Na12
- Alluvium
- Loess
- Alluvium
Kd - Dakota Formation
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Cheyenne Sandstone
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Nippewalla
Group
- Sumner Group
Ps
SCALE:
1 INCH = APPROX.
5 MILES
SOURCE: STATE OF KANSAS GEOLOGICAL SURVEY, 1964.
EXPANDED SITE INSPECTION OF SALINA PWS WELLS SITE
JUNE 1993
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: ==================
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BEDROCK SURFACE MAP
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:
EXPANDED SITE INSPECTION OF SALINA PWS WELLS SITE
JUNE 1993
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189
LEGEND
r::-=~ Clay
1~,:.,ø.:ß~1 Sand & Gravel
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SECTION
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SOURCES:
Wilson & Company,
Latta, 1949,
May 1957,
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FIGURE 4-3
GEOLOGIC CROSS SECTIONS
---------
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SECTION
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EXPANDED SITE INSPECTION OF SALINA PWS WELLS SITE
JUNE 1993
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.
EXPANDED SITE INSPECTION OF SALINA PWS WELLS SITE
JUNE 1993
TIS S
-
4205
D
~33
0
0202
~?
4199
0200
0.201 .
4206
A
4198
197
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81
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A 114195
LEGEND
. eXISTING. CITY WELLS
0 EXI3T1NC PRIVATe WtLL:'
. OBStRVATION weLLS
4 OLD TtST HOLtS
. NtW TtST HOLES
NOTt:
ALl. tLtVATIONS ARE BAStO ON IoItAN SEA LEV':'L DATU'"
FIGURE 4-4
WATER TABLE MAP
SOURCE: WILSON & COMPANY, MAY 1957.
TABLE 4-1
. 1991-1992 Volatile Organic Analytical Data, Ground Water Samples - Probe Locations
Salina Public Water Supply Wells Site
(units in JgjL)
CHCl3 TIC Ethyl
Date (THM) 1,2-DCP VC 1 ,2-DCA PCE TCE 1,2-0CE Benzene Benzene Toluene Tot Xyl EOB
MCL 100 5.0 2.0 5.0 5.0 5.0 70.0 700 5.0 1000 10000 0.05
SG 1 45 1117/91 NO NO NO NO NO NO NO NO NO NO NO NO
SG 2 45 11/7/91 NO NO NO NO 2.5 NO NO NO NO 0.6 NO NO
SG 3 45 1117/91 2.1 NO NO NO NO NO NO 0.5* NO 0.7 NO NO
,\\..\llSG4** 48 1117/91 NO NO NO NO 14.3 NO NO 1.1 NO 0.8 1.1 ND
, I .).J¡
SG 5 I 45 1117/91 ND ND ND ND ND ND NO ND NO NO NO NO
SG 6 ** 45 1117/91 NO NO NO NO NO NO NO 985 170 13.1 1489.5 NO
SG 7 43 11/6/91 ND NO NO NO NO NO NO NO NO NO NO NO
~tÞS SG 8 ** 45 11/6/91 NO NO NO ND NO ND ND 2290 3810 7140 10350 32.4
SG 9 I 42 1117/91 NO NO NO NO NO NO NO NO NO 0.5 NO NO
SG 11 41 11/6/91 0.5 NO NO ND 0.6* NO ND NO NO 0.9 NO ND
SG 13 41 11/6/91 NO NO NO NO 5.6 2.5 2.5 ND NO 0.6 ND NO
45 11/6/91 0.5 NO ND ND 20.3 2.9 1.4 NO NO NO NO NO
45 11/8/91 1.3 NO NO NO 211 0.6 ND ND NO NO NO NO
Unk' 6/11/92 NA NA NA NA 0.19 NO NA NA NA NA NA NA
PES 2 Unk 6/11/92 NA NA NA NA 11.6 0.22 NA NA NA NA NA NA
PES 3 Unk 6/11/92 NA NA NA NA 0.3 NO NA NA NA NA NA NA
PES 4 Unk 6/11/92 NA NA NA NA 25.9 0: 12 NA NA NA NA NA NA
PES 5 Unk 6/11/92 NA NA NA NA 7.58 0.12 NA NA NA NA NA NA
PES 6 Unk 6/11/92 NA NA NA NA 46.5 1.38 NA NA NA NA NA NA
SG 16 45 7/10/92 0.9 NO NO NO 556 16.9 18.3 NO NO NO NO NO
SG 17 ** 45 7/10/92 NO NO NO NO NO NO NO 10.3 2.5 30.3 42.7 ND
SG 18 ** 42 7/10/92 NO NO NO 2.0 NO NO NO 65.2 148 330 410.0 NO
/r
'.' ~ I . SG 19 ** 42 7/09/92 NO 5.2 4.6 23.3 202 39.0 157 1570 1400 5810 4953 2.5
SG 20 39 7/10/92 NO NO NO ND NO NO NO NO NO NO ND NO
SG 21 42 7/10/92 NO NO NO NO NO NO NO NO NO NO NO NO
SG 24 ** 45 7/10/92 2.2 NO NO NO NO NO NO 1.2 NO NO 11.9 NO
SG 25 45 7/10/92 1.7 NO NO NO 298 7.6 1.0 NO NO 0.5 NO NO
Î. SG 26 45 7/09/92 NO NO NO NO NO NO NO NO NO NO NO NO
,~^,I\
.1- ¡lSG 27 42 7/09/92 NO NO NO NO NO NO NO NO NO 0.5 NO NO
SG 28 ** 51 7/09/92 NO NO NO NO NO NO NO 2.5 3.3 0.6 9.9 NO
(,.>. SG 28 54 7/09/92 NO NO NO NO NO NO NO 4.0 3.6 0.8 17.4 NO
~'" SG 30 ** 39 7/09/92 NO NO NO 2.9 NO NO NO 50.9 186 44.7 112.6 NO ,¡f-
u.-<' SG 31 42 7/09/92 NO NO NO NO NO NO NO NO NO NO NO NO
Trip Blk 7/08/92 NO NO NO NO NO NO NO NO NO NO NO NO
Equip Blk 7/10/92 0.8 NO NO NO NO NO NO NO NO NO NO NO
Field Blk 7/10/92 NO NO NO NO NO NO NO NO NO NO NO NO
ABBREVIATIONS:
CHCl, - Trichloromethane 1,2-0CP . Oichloropropane SG - Soi l gas
VC - Vinyl Chloride 1,2-0CA - 1,2-0ichloroethane NO - Not Detected
~CE - Tetrachloroethylene TCE . Trichlorethylene MCL - MaxißUß Contaminate Level
'C 1,2-DCE - 1,2-0ichloroethylene ug/L - Micrograms per Liter Unk - Unknown
( tXYL - Total Xylenes EOB - Ethylene Dibromide PES , Plains Environmental Services
~ompound was qualitatively identified, but was less than laboratory reporting limits.
ther petrol8UI-type hydrocarbons were indicated as present-
Two ~indenttfied cGq)OU'lds were indicated as present.
Sources: Kanaa. Health & Environmental Laboratory Analytical Results, 1991, 1992.
Plains Environmental Services, June 15, 1992.
-
UJ
1=:
0 0
r.:I.-I
~.-I 0.1
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~
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cr: 0
r.:I
f-iUJ
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cr:
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'tI
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tx:I
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.
tIt
tx:I
10 Z
N
tx:I
Z
tx:I
5
0
22 23 24 25 26 27 28 29 30 31 1 2 3 4 5
(days)
k OCTOBER 1991 -* NOVEMBER 199~1
()
0
Z
()
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Z
1-3
~
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s:
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C/)
NOTE: PCE = Tetrachloroethylene
(Perchloroethylene)
FIGURE 4-5
PUMPAGE V5. VOC CONCENTRATION
IN PWS WEll #3
SOURCES: KDHE/Health and Environmental Laboratory, Analytical Results, 1991.
Jim Wendell, Superintendent, Salina Water Division, July 21, 1992.
KDHE/BER Salina PWS Wells ESI Field Notes, 1991.
.
EXPANDED SITE INSPECTION OF SALINA PWS WELLS SITE
JUNE 1993
.
.
~
I
TABLE 4-1
.,,' 18111-1882 Volatile Orgllllic AnaIyt c8I e.ta, GIounc:l W8tar S8mpl.. - Probe location.
.) SIIIna Public W818r Supply WeIll SIta
(unita In gIll
.'1t .
. Probe D8PCh CHCI3 TIC Ethyl
.. Location (ft) Dlte (THM) '.2-DCP VC '.Z-DCA PeE TCE '.Z-DeE 88ftZ- 88ftZ- Tol- Tot ICy I EDI
'
MCL 100 5.0 Z.O 5.0 5.0 5.0 10.0 100 5.0 1000 10000 0.05
, 101 45 1117191 NO NO NO NO NO NO NO NO NO NO NO NO
SGZ 45 1117191 NO NO NO NO 2.5 NO NO NO NO 0.6 NO NO
SG3 45 11/7191 2.1 NO NO NO NO NO NO 0.5. NO 0.7 NO NO
,...It SG4** 48 1117/91 NO NO NO NO 14.3 NO NO 1.1 NO 0_8 1. I lID
"",.;.
SO 5 I 45 1117191 NO NO NO NO NO NO NO NO NO NO NO NO
SO6** 45 11/7/91 NO NO NO NO NO NO NO 985 170 13.1 1489.5 NO
SO7 43 1116/91 NO NO NO NO NO NO NO NO NO NO NO NO
..).;J S08** 45 1116/91 NO NO NO NO NO NO NO 2290 3810 7140 10350 32.4
SO 9 I 42 1117/91 NO NO NO NO NO NO NO NO NO 0.5 NO NO
SO II 41 1116/91 0.5 NO NO NO 0.6* NO NO NO NO 0.9 NO NO
SO 13 41 1116/91 NO NO NO NO 5.6 2.5 2.5 NO NO 0.6 NO NO
.~!': SO 14 45 111"91 0.5 NO NO NO 20.3 2.9 1.4 NO NO NO NO NO
SO 15 45 1 118/91 1.3 NO NO NO 211 0.6 NO NO NO NO NO NO
ES I UnIt 6/11/92 NA NA NA NA 0.19 NO NA NA NA NA NA NA
PES 2 UnIt '" 1/92 NA NA NA NA 11.6 0.22 NA NA NA NA NA NA
PES 3 Unit ""/92 NA NA NA NA 0.3 NO NA NA NA NA NA NA
PES 4 Unit '" 1/92 NA NA NA NA 25.9 0:12 NA NA NA NA NA NA
PES 5 UnIt "'1192 NA NA NA NA 7.58 0.12 NA NA NA NA NA NA
PES 6 UnIt " I I /92 NA NA NA NA 46.5 1.38 NA NA NA NA NA NA
SO 16 45 7110/92 0.9 NO NO NO 556 16.9 18.3 NO NO NO NO NO
SO 17 ** 45 7/10/92 NO NO NO NO NO NO NO 10.3 2.5 30.3 42.7 NO
SO 18 ** 42 7/10/92 NO NO NO 2.0 NO NO NO 65.2 148 330 410.0 NO
Ir
."I-I'S019** 42 7/09/92 NO 5.2 4.6 23.3 202 39.0 157 1570 1400 5810 4953 2.5
SO 20 39 7110/92 NO NO NO NO NO NO NO NO NO NO NO NO
SO 21 42 7110192 NO NO NO NO NO NO NO NO NO NO NO NO
S024** 45 7/10192 2.2 NO NO NO NO NO NO 1.2 NO NO 11.9 NO
SO 25 45 7/10/92 1.7 NO NO NO 298 7.6 1.0 NO NO 0.5 NO NO
). SO 26 45 7109/92
,~^,1'1 NO NO NO NO NO NO NO NO NO NO NO NO
.1- ¡SO 27 42 7/09/92 NO NO NO NO NO NO NO NO 0.5 NO NO
NO
SO 28 ** 51 7109192 NO NO NO NO NO NO NO 2.5 3.3 0.6 9.9 NO
(..> SO 28 54 7/09/92 NO NO NO NO NO NO NO 4.0 3.6 0.8 17.4 NO
"'~ SO 30 ** 39 7109/92 NO NO NO 2.9 NO NO NO 50.9 186 44.7 112.6 NO <f-
u..~ SO 31 42 7109/92 NO NO NO NO NO NO NO NO NO NO NO NO
Trip Ilk 7/08/92 NO NO NO NO NO NO NO NO NO NO NO NO
Equip Ilk 7110/92 0.8 NO NO NO NO NO NO NO NO NO NO NO
Field Ilk 7/10/92 NO NO NO NO NO NO NO NO NO NO NO NO
ABIREVIATlOIIS:
CHCI, - Trlchlo..-th- '.2-0CP - Olchloropropene SO - Soil gl.
VC - Vinyl Chloride I.Z-0CA . 1.2-0ichlor08th- NO - Not Oetected
.eE - TetMlchlor08thyl- TCE . Trlchlorethyl- MCL - Mlxl- Cont_inete Level
'C '.2-ÞCE - 1.2-0Ichlor08thyl- USl/L - Microgr- per LIter Unit - lJnIu--.
( t XYL - Totll ICyl... EOI - Ethyl- OlbrC8lde PES Plains Envl..-tll Servlcn
, t:oIIpoIn - qualItatively identified, but WI' Ie.. thin laboratory reporting lillllt..
nher petrol_type hydroclrb0n8 wer. Indicated .. pr"8nt.
I Two I.I'Ilndlntlfled cCllll lOl.l'lda wer. Indlc.ted .a pr"8nt.
Sourcø I Ie_Ia HIIUh ¡ Envlr_t.l Laboratory ANllytical Re.ulu. 1991. 1992.
PIli,. Envi..-tll S.rvlc... J.... 15. 1992.
.
TABLE 4-2
WELL OWNER INFORMATION
Well Owner Name KS Site ID# Address Phone #
St. Johns Hospital 00047290 139 N. Penn Ave. (913) 827-5591
(Well #2)
Dr. John Miller, 00047306 621 E. Iron Ave. (913) 825-1669
D.D.S
James Pickering 00047573 649 S. Fifth St. (913) 827-8383
S.c. McCrae 00047580 655 Guernsey Dr. (913) 825-5750
Clyde Reed (#26) 00043953 841 S. Santa Fe (913) 825-1976
James Betts (#28) 00043847 848 Highland Ave. (913) 825-0127
. Dennis Lilly (#32) 00047276 227 W. Prescott (913) 825-4881
First Presbyterian 00043960 308 S. Eighth St. (913) 825-0226
Church (#33)
8
. TABLE 4-3
1990-92 VOC ANALYTICAL DATA for WELL WATER SAMPLES
SALINA PUBUC WATER SUPPLY WELLS SITE
SAUNA, KANSAS
Date of Concentration (u2/L)
Collection ~ TCE Benzene 1.2-DCA CO4
SAUNA PWS WElL # 1
5/8/90 I.OJ ND ND ND ND
10/29/91 3.9 0.6 ND ND ND
7/7/92 4.2 0.6 ND ND ND
SAUNA PWS WElL #3
5/8/90 SO.O 4.OJ ND ND ND
12/31/91 2.7 ND 1.7 0.5 4.0
8/27/91 1.4 ND
10/29/91 ND ND 22.2 7.7 2.8
11/5/91 17.5 1.9 ND 0.51 3.1
1/3/92 ND ND ND 3.6 0.9
4/22/92 1.3 ND 9.1 1.2 ND
8 6/10/92 1.7 ND 7.8 4.3 ND
7/7/92 0.6 0.8 3.8 4.5 0.3
SAUNA PWS WElL #4
5/8/90 4.OJ ND ND ND ND
12/31/91 2.1 ND ND ND 0.9
8/27/91 21
10/29/91 0.91 ND ND ND ND
1/3/92 0.8 ND ND ND ND
7/7/92 6.7 ND ND ND ND
SAUNA PWS WElL #S
5/8/90 ND ND ND ND ND
12/31/90 11 ND ND ND 0.6
8/27/91 ND ND
10/29/91 ND ND ND ND ND
1/3/92 31 0.6 ND ND ND
8
. TABlE 4-3 (a.tiDucd)
1990-92 VOCANALYTICAL DATA for WELL WATER SAMPLES
SALINA PUBLIC WATER SUPPLY WEu.s SITE
Date of Concentration (",ElL)
Collection PCE TCE Benzene 1.2-DCA CO..
SAUNA PWS WEU. #8
5/8/90 23 2.01 ND ND ND
8/27/91 22
10/29/91 1.0J ND ND ND ND
1/3/92 3.3 ND ND ND ND
7/7/92 6.6 ND ND ND ND
SAUNA PWS WEU. # 13
5/8/90 ND ND ND ND ND
10/29/91 0.9 ND ND ND ND
7/7/92 ND 1.9 ND 5.8 ND
PRIVATE WElLS
Reed (26) 5/8/90 4.01 2.01 ND ND ND
11/5/91* 17.0 8.1 ND ND ND
. 7/21/92. 21.2 9.0 ND ND ND
Betts (28) 5/8/90 0.81 ND ND ND ND
11/5/91 ND ND ND ND 2.6
Lilly (32) 5/8/90 ND ND ND ND ND
11/5/91 ND ND ND ND 0.7
First Presbyterian 5/8/90 ND ND ND ND ND
Church (33) 11/5/91 ND ND ND ND ND
Pickering 11/6/91 3.2 O.5J ND ND ND
7/10/92 1.9 ND ND ND ND
Miller 11/5/91 4.6 1.5 ND 3.9 0.7
7/21/92 3.0 1.0 ND 2.6 ND
McCrae 11/6/91 ND ND ND ND ND
St. John's #2 11/5/91 ND ND ND ND ND
Abbreviations: pgfL - microgram per liter ND - not detected
PCE . tetrachloroethylene (or tetrachloroethene) - not analyzed
TCE - trichloroethylene (or trichloroethene) l,2-DCA - 1,2-dichloroethane
* - l,2-dichloroethylene also detected CO4 - carbon tetrachloride
J . identifed, but so low that quantity is estimated
(33) - sample number used in KDHE Salina PWS Wells Site 551 Report
Note: Only selected VOCs reported.
. Sources: Analytical data from: U.S. EPA Contract Laboratory Program, 1990. Continental Analytical Services, Inc., 1992.
KaI158S Health & Environmental Laboratory, 1991-1992. Wilson Laboratories,l990-1992.
J one 1993
.
24
Salina PWS Wells ESI
5.
SURFACE WATER PATHWAY
5.1
Hydrologic Setting
Surface water runoff from much of the site is directed to the old Smoky Hill River channel via
the municipal stormwater sewer system. Other than stormwater runoff, streamflow in the old
channel is controlled by the city at a diversion gate located at the confluence of the new and old
river channel east of the site (Figure 2-2). Also at this location is the current municipal surface
water intake for the city's public water supply. Some streamflow is maintained in the old river
channel for aesthetic purposes, but it is throttled during flood conditions in the Smoky Hill River
and during peak irrigation periods to maintain the necessary level in the river at the surface water
intake. Streamflow in the former channel has been halted for brief periods for cleanup and
beautification purposes (Reference 4).
Drainage in the old channel flows north and east approximately 3.5 miles before entering the
current Smoky Hill River channel. The new channel has an average flow of 375 cubic feet per
second (cfs) (Reference 49). Approximately 50 miles downstream the Smoky Hill River merges
with the Kansas River.
5.2
Surface Water Targets
. No drinking water intakes are within 15 miles downstream of the site. Most residents are served
by the Salina public water supply which includes ground water from wells and surface water from
an intake located upstream of the site (Reference 4; 47). Surface water from the Smoky Hill
River is used to irrigate approximately 608 acres of cropland within the 15 mile downstream target
distance (Reference 47).
The Smoky Hill River is used for recreational fishing and contact recreation (Reference 50).
Several park and recreational areas along the old Smoky Hill River channel provide public access
to the surface water (Reference 51).
No wetlands have been identified within 15 miles downstream of the site (Reference 52). In
addition, no critical habitats have been designated within the target distance of the' site. However,
five species endangered nationally are known to occur in suitable habitats in Saline County (Bald
Eagle, American Burying Beatle, Least Tern, Peregrine Falcon and Whooping Crane). Four
species designated as threatened in Kansas and one nationally are also known to occur in Saline
County. They include the Piping Plover (nationally), E. Hognose Snake, E. Spotted Skunk, Snowy
Plover, and the White-faced Ibis (Reference 53).
5.3
Surface Water Sample Locations
No surface water samples were collected.
8
.
8
8
Jone 1993
25
Salina PWS WeUs ESI
5.4
Soñace Water Pathway Conclosions
There are no indications of a release of contaminants to surface water in the site vicinity. Surface
water runoff from the site drains via storm sewers to the former Smoky Hill River channel and
then to the current river channel located east of the site. There are no drinking water intakes
within 15 miles downstream of the site. Secondary surface water pathway targets include contact
by the public to streamflow in both the old and new Smoky Hill River channels, the fishery in the
newer river channel, and habitats of threatened and endangered species in Saline County which
may coincide with the Smoky Hill River.
.
8
8
J one 1993
26
Salina PWS Wells ESI
6.
SOIL EXPOSURE AND AIR PATHWAYS
6.1
Physical Conditions
Most of the areas probed for soil gas and groundwater samples are covered with pavement
(concrete or asphalt). VOCs would be expected to be dissipated in the top two feet of ground
surface in those areas not covered with pavement. No samples were collected to investigate the
soil exposure pathway.
6.2 Soil and Air Targets
There are numerous workers and residences near the areas of contamination. Total population
within a four-mile radius is 42,306 persons (Reference 44). Sensitive environments within the
four-mile target distance limit may include suitable habitats along the major river valleys.
6.3 Air Monitoring
A portable air quality monitor (HNu) was carried onsite during the probing activities for health
and safety purposes. VOCs were detected above background at several probe locations but not
at levels which exceeded health and safety standards for the onsite field crew. A formal air
monitoring program was not conducted.
6.4 Soil Exposore and Air Pathway Conclosions
The site is located in a densely populated urban area. Areas with significant contamination in
soil vapor and ground water were covered with pavement. Therefore, the soil exposure pathway
does not appear to pose a significant threat at the present time. A release to the air seems to be
insignificant at the present time since the inadequate storage and handling of VOC containing
wastes occurred several years ago. In addition, the concentrations of the contaminants detected
in the public and private water supply wells are insufficient to produce a threat to humans or the
environment from a release to the air.
Subsurface excavation, however, at any of the source areas could pose a threat to humans and the
environment through contact with contaminated soil and a release to the air.
.
A'ITACHMENT 5
Facilities Which Were Investigated as Potential Sources
Detailed Information
.
8
.
AITACHMENT 5
Facilities Which Were Investigated as Potential Soorces
Detailed Information
City of Salina - Department of General. Services, 412-418 E. Ash. Since March 1987, the
facility has reportedly generated more that 25 kilograms per month (kg/month) but less than
1,000 kg/month of hazardous wastes (Reference 17). Information obtained during an on-site
visit to the facility indicated that solvents have been used for vehicle parts cleaning and
cleaning of painting equipment since at least the early 1960's, with most of the spent
solvents being reclaimed for reuse or picked up for recycling (Reference 16). Small
quantities, however, were reportedly discharged into floor drains which drained into the
sanitary sewer system or the old Smoky Hill River channel. Use of a fuel UST had recently
been discontinued due to a failed tank tightness test. Fuel USTs formerly used in the same
location at the facility reportedly had leaked. Gasoline contamination was detected in two
ground water samples collected on site (probe locations SG 28 and SG 30) during this
investigation. Further assessment of the contamination is scheduled at this facility under the
State Petroleum Storage Tank Release Fund.
A-Z Cleaners at 500 E. Iron operated from 1956 to 1970. The building was not in use at
the time of the site investigation and is the property of Bernard J. Ludes of 502 E. Iron,
Salina, KS. (Reference 15; 18). An in-field headspace analysis conducted on a downgradient
ground water sample collected near this facility (probe location sa 27) contained low
concentrations of PCE and TCE. VOCs were not detected in the ground water sample
submitted for laboratory analysis. .
.
Borris Body Shop at 211 S. Fifth St. operated at this location throughout the 1960's. In the
early 1970's, the shop was moved one block north to 151 S. Fifth St. where it has operated
to the present time. The type of solvent used at the shop has been lacquer thinner which
does not contain chlorinated hydrocarbons, as originally manufactured. Currently the spent
solvent is reclaimed for reuse using a distiller at the current shop location. Prior to this
spent solvent was accumulated in drums (as many as six) and stored at the shop's previous
location, all of which has since been reclaimed with the solvent distiller. The former shop
site is currently a fenced vacant lot (Reference 15). A ground water sample collected in the
vicinity of this former shop location (SG 4) contained a significant concentration of PCE and
trace concentrations of several petroleum hydrocarbons.
Former Firestone Service Center at 200 S. Fifth St. operated until it went out of business
in mid-1987. Records indicate that more than 25 kg/month but less than 1,000 kg/month
of hazardous wastes were being generated at this facility as of the mid-1980's. After
operations ceased, an inspection of the unused facility in November 1988 revealed six (6)
55 gallon drums and one 200-300 gallon tank inside the building containing used and unused
motor oil, respectively. Some appeared to have leaked onto the floor and into the
municipal sewer through a floor drain. The oil was removed from the facility in December
1988 (Reference 17). A waste oil UST and some contaminated soil were removed in
8 February 1992 (Reference 22). Probe location SG 4, also near and downgradient of this
facility, contained PCB and traces of gasoline constituents.
.
ATTACHMENT 5 (continoed)
Former Stewart's Model Laondry & Cleaners at 211-215 S. Santa Fe operated from 1943
to 1980 (Reference 18). The Huntsinger Paint and Wallpaper Store operated at 211 S.
Santa Fe from 1980 to approximately 1992. The property is owned by Great Plains Federal
Credit Union at 605 S. Ohio in Salina, KS (913-823-9226) (Reference 48).
Ground water samples collected in June 1992 by Plains Environmental Services (PES)
during a phase II environmental assessment of the Huntsinger Paint and Wallpaper Store
(which later operated at 211 S. Santa Fe, subsequent to the dry cleaning business) revealed
contamination by PCE as high as 46.5 p.g/L near the building on the downgradient side
(PES probe locations 4, 5, and 6 in Figure 3-1). PCE concentrations on the upgradient side
ranged from 0.19 to 11.6p.g/L (PES probe locations 1, 2, and 3 in Figure 3-1) (Reference
48). The PES report for the Huntsinger Store is presented in Attachment 12.
Qoinley's Master Dry Cleaners operated at 216 S. 5th St. operated in the 1970's (Reference
18). The lot is current vacant and is being used as a parking lot. According to information
obtained at the Saline County Register of Deeds Office, the property belongs to the
Fitzpatrick Manufacturing (or Mortgage) Company at 213 S. Fifth St in Salina, KS
(Reference 54). Ground water samples collected by PES during the environmental
assessment of the nearby property formerly used by Stewart's Model Laundry & Cleaners
. indicated significant PCE contamination near this former dry cleaning facility. A ground
water sample collected downgradient from both of these former facilities (probe location
SG 4) contained a significant concentration of PCE.
Former Western Auto at 304 S. Santa Fe Ave. operated until late 1987 or early 1988 when
it moved its operations to the south part of Salina. . Records indicate that more than 25
kg/month but less than 1,000 kg/month of hazardous wastes were being generated at the
facility. An inspection of the facility in November 1988 revealed an area of oil-
contaminated soil in a gravel/dirt parking lot located to the west where drums of used oil
had been stored prior to removal. The oily soil was removed and properly disposed of
within thirty (30) days of the inspection. The former manager reported that Safety-Kleen
Corporation solvent service had been used at the facility (Reference 17). It was reported
that a gasoline filling station had been located at this site prior to the Western Auto facility
(Reference 23). A ground water sample collected immediately downgradient of this facility
(SG 6) indicated considerable gasoline contamination.
Unified School District 305 Maintenance Shop at 256 S. Fifth St. No soil contamination
was detected when two fuel and one solvent USTs were removed in 1989 (Reference 22).
None of the VOCs of concern were detected in a ground water sample (probe location SG
5) collected near and downgradient of this facility.
8
.
ATIACHMENT 5 (continoed)
Asbory-Salina Regional Medical Center at 400 S. Santa Fe Ave. An on-site inspection of
chemical products used for miscellaneous maintenance included some chlorinated solvents
(Reference 16). No subsurface contamination was detected during the removal of a UST
at this location in November 1989 (Reference 22). VOCs were not detected in a ground
water sample collected near and downgradient of the hospital during the ESI (probe
location SG 7).
McCord Tire Company Inc. at 423 S. Santa Fe Ave. This facility has used Safety Kleen
solvent service since at least 1986. Waste hexane solvent, used in their tire recapping
process, had been disposed of on-site to control weeds until they were told to cease this
practice in 1986 (Reference 17). The facility has one used oil UST on-site (Reference 22).
Gasoline contamination was detected in ground water near this facility (probe location SG
8), but is believed to the result of leakage from nearby and upgradient former UST sites.
I
J
Fonner Weeks Self-Service Filling Station at 505 S. Santa Fe allegedly operated from the
early 1970's to the early 1980's when the facility was dismantled and several USTs were
removed (Reference 16; 22). Significant gasoline contamination was detected in a ground
water sample collected near thi5i former UST site (probe location SG 8).
8
Sears Aoto Service Center at 510 S. Santa Fe Ave. Significant gasoline contamination was
observed when a UST was removed at this facility in late 1989. The property owner,
Warmack & Company was directed by KDHE to conduct a site assessment to define the
horizontal and vertical extent of the hydrocarbon contamination in the soil and groundwater.
Records indicate that no investigative activities have yet been undertaken at this LUST site
(Reference 22). Three VOCs were detected in a ground water sample collected between
the former UST sites at Sears and the former Weeks facilities (probe location SG 9).
Express Dry Cleaners (formerly Martinizing Dry Cleaning) at 540 S. Santa Fe. This is a
currently operating facility with Clarine Pilcher the facility manager (913-825-9727). In
November 1985, it was reported that the facility generated 220 pounds per month of
hazardous wastes (PCE filters and still residues), which had been disposed of since August
1985 by the Safety Kleen Corporation. In July 1990, new owners reported generating less
than 25 kilograms/month of similar wastes (Reference 17). An on-site interview with the
facility manager (Reference 15), revealed that this dry cleaning facility had been in
operation for about 25 years and that one of the chemicals currently being used was PerSec
(a registered trade name for PCE (Reference 25». A ground water sample collected
downgradient of this facility (probe location SG 25) contained excessive PCE contamination.
PCE was not detected in ground water samples collected upgradient of the facility (probe
location SG 24 and the Dennis Lilly private water well). The facility owners are Gene and
Cathy Peters (913-238-7219) and the property owner is Warmack & Company of 2259 s.
8 Ninth St. in Salina. The contact person for Warmack & Company is Mike Rider (913-827-
8711).
.
8
.
A'ITACHMENT 5 (continoed)
Former Frank's 66 Service at 701 S. Ninth St. Considerable gasoline contamination of
subsurface soil and ground water was discovered after three gasoline USTs were removed
from this facility in early 1990. Further investigation has been conducted at this facility
(Reference 22).
VIP Cleaners (formerly One Hoor Cleaners, Inc.) at 820 E. Crawford. An on-site interview
revealed that a dry cleaning facility has operated at this location since the early 1960's. For
the first 27 years approximately 60 gallons per month of PCE solvent were used in the
cleaning process. For the last three years, however, the dry-to-dry process has utilized only
about 1 gallon/ month of the PCE cleaning solvent (Reference 15; 17). No samples were
collected at or near this site. The facility manager is Larry Kenison (913-827-9875) and the
owner is Dr. Frank Fersonat 723 S. Ohio, Salina, Kansas (913-823-2472).
Fast One-Moor Cleaners at 1208 S. Santa Fe is also an operating facility. In October 1986,
the owner reported generating more than 25 kg/month but less than 1,000 kg/month of
hazardous wastes (Reference 17). An on-site interview revealed that the facility had been
in operation since 1963 and that the current cleaning process used PCE at a rate of 50 to
60 gallons/year (Reference 15). Ground water samples collected at the back and
immediately downgradient of the facility (probe locations SG 15 and SG 16, respectively),
indicated considerable PCE contamination, while none was detected from an upgradient
ground water sample (probe location SG 17). The facility is owned and operated by Gene
Com of 1109 Windsor Drive, Salina, KS (913-823-3885) (Reference 15; 17).
One Hour Martinizing at 1501 S. Ninth St. operated from 1965 to approximately 1970
(Reference 18). The building was vacant at the time of the field investigation. A ground
water sample collected on the downgradient side of the building (probe location SG 19)
contained excessive concentrations of both chlorinated solvents and gasoline constituents,
particularly PCE and benzene. Chlorinated solvents were not detected in an upgradient
ground water sample (SG 18); however, gasoline contamination was indicated. The property
is owned by Orville L. Crowder of 1231 N. Fourth St. (Reference 54).
Johnson & Son/Johnson Cleaners at 953 S. Third St. operated from 1927 to 1970. This lot
is currently vacant as is used as yard area at the home of Robert and Diane Jamison, 951
S. Third St., the property owners (Reference 54). VOCs were not detected in ground water
samples collected near this former facility (probe locations SG 20 and 21).
.
ATIACHMENT 6
Sample Locations and Rationale
.
8
ATTACHMENT 6
. SAMPLE LOCATIONS AND RATIONALE
Samole # Samole Tvoe Location and Descriotion Date Time
PWS wells ground water 15 within & 3 south of city 10/29/91 0952 -
verify current VOC concentrations 1540
Field Blank water trip blank for samples collected 10/29/91
SG 1 ground water downgradient of printing facility 11/07/91 1715
SG2 ground water onsite at printing facility 11/07/91 1425
SG 3 ground water onsite & downgradient of printing 11/06/91 1345
SG 4 ground water downgradient of former body shop 11 /07/91 1645
and dry cleaners
SG 5 ground water downgradient of former UST site 11/07/91 1515
SG 6 ground water onsite & downgradient of former 11/07/91 1600
UST site
SG 7 ground water downgradient of known VOC user 11/06/91 1520
8 SG 8 ground water onsite & downgradient of former 11/06/91 1720
UST site
SG 9 ground water downgradient of dry cleaners & 11/07/91 0850
former UST site
SG 11 ground water downgradient of pot. VOC user 11/06/91 1602
SG 13 ground water onsite at former plumbing & 11/06/91 1035
heating business
SG 14 soil-gas & downgradient of former plumbing 11/06/91 1158
ground water and heating business
SG 15 soil-gas & onsite at dry cleaning facility 11/08/91 1000
ground water
St. Johns ground water downgradient of contaminated 11/05/91 1448
Well #2 PWS well & near UST site
PWS Well ground water resample to confirm prior VOC 11/05/91 1022
#3 contamination
Clyde Reed ground water resample to confirm prior VOG 11/05/91 1145
Well contamination
8 Jim Betts ground water upgradient of known VOC 11/05/91 1300
Well contamination
ATTACHMENT 6
(Continued)
. Sample Locations and Rationale
Sample # Sample Tvee Location and Description Date Time
D. Ully well ground water upgradient of dry cleaners 11/05/91 1605
& LUST site
Presbyterian ground water upgradient of potential vac 11/05/91 1110
Church well source areas
Dr. John ground water upgradient of contaminated PWS 11/05/91 1355
Miller well well & downgradient of
potential vac source areas
Pickering ground water downgradient of known vac 11/06/91 0945
well contamination
S. McCrae ground water downgradient of potential vac 11/06/91 1135
well source areas
Field Blank water trip blank for samples collected 11/05/91
PWS wells ground water verify current vac concentrations 7/07/92 1050 -
(1.3,4,6,8. 11, 12, 13, 15) 1315
split samples collected by city
. SG 16 ground water downgradient of known vac 7/10/92 1035
contamination
SG 17 ground water upgradient of known vac 7/10/92 1205
SG 18 ground water upgradient of former dry cleaners 7/10/92 0905
SG 19 soil gas & onsite & downgradient of former 7/09/92 2005
ground water dry cleaners
SG 20 ground water upgradient of former dry cleaners 7/10/92 1430
SG 21 ground water downgradient of former dry 7/10/92 1400
cleaners
SG 24 ground water upgradient of dry cleaners 7/10/92 1730
SG 25 ground water downgradient of dry cleaners 7/10/92 1630
SG 26 soil-gas & onsite/upgradient of former 7/09/92 1825
ground water dry cleaners
SG 27 ground water downgradient of former dry 7/09/92 1855
cleaners
8 SG 28 ground water onsite of former solvent use 7/09/92 1155
area and UST site
ATTACHMENT 6
. (Continued)
Sample locations and Rationale
Sample # Sample Tvpe Location and DescriPtion Date Time
SG 30 soil-gas & onsite & downgradlent of 7/09/92 1600
ground water former LUST site
SG 31 soil-gas & downgradient of solvent 7/09/92 1705
ground water use area
Pickering ground water resample to confirm prior 7/10/92 1048
well vac contamination
Field Blank water trip blank for samples 7/09/92
collected, stored, and
transported
Equipment water equipment rinse blank 7/10/92
to verify probe rod
decontamination
Trip Blank water trip blank for sample 7/20/92
collected, stored, and
transported
8 Clyde Reed ground water resample to confirm prior 7/21/92 1850
well vac contamination
Dr. John ground water resample to confirm prior 7/21/92 1825
Miller vac contamination
8
.
.
Jone 1993
27
Salina PWS Wells ESI
7.
SUMMARY, CONCLUSIONS AND RECOMMENDATIONS
7.1
Sommary
The Salina Public Water Supply (PWS) Wells ESI was designed to gather information and data
to evaluate the site as a candidate for the National Priority List. Soil vapor and ground water
samples were collected and analyzed to identify sources of the PCE contamination found in
several of the city's municipal water supply wells. In addition, information was collected to
delineate the contaminant plume(s) and confirm target populations potentially at risk from the
contamination.
A statewide sampling and analysis of public water supplies conducted in 1985 first revealed the
presence of volatile organic chemicals (VOCs) in the Salina municipal distribution system.
Included were the VOCs trihalomethanes, tetrachloroethylene (PCE), benzene and toluene.
Subsequent sampling of the Salina PWS wells also indicated contamination by these and other
VOCs in several of the wells. Continued monitoring by the City of Salina and investigations by
the Kansas Department of Heath and Environment (KDHE) indicate persistent contamination
by PCE, sometimes at levels exceeding its maximum contaminant level (MCL) of 5.0 p.g/L in
PWS wells #1, #3, #4, #5, #8 and #13. Contamination by gasoline constituents, particularly
benzene and 1,2-DCA, has also been significant in PWS wells #3 and #13. Wells #3, #4, and
#5 have been placed out of service by the City of Salina due to the high levels of PCE detected
in these wells.
In the fall of 1991 and again in the summer of 1992, KDHE staff resampled the Salina PWS wells
and mobilized a field crew to Salina to collect a total of 26 ground water samples with a hydraulic
probe unit. Eight private water wells were sampled or resampled and one equipment rinsate
sample was prepared at that time. In-field analysis was conducted on seven soil vapor'samples
and many of the collected ground water samples. All of the ground water samples were preserved
and transported to the KDHE laboratory in Topeka where they wÚe analyzed for volatile organic
compounds. The results indicate PCE contaminant plumes originate from at least five sources:
three former and two currently operating dry cleaning facilities. Gasoline contamination of
ground water had been confirmed at three LUST sites by the KDHE Underground Storage Tank
Section and potentially eight additional UST sites may be responsible for contamination
discovered during this investigation.
7.2
Conclosions
The KDHE has identified VOC contamination in ground water at Salina, Kansas, and the
contamination poses a risk to the city's public water supply wells and population.
Since September 1988, no VOCs have exceededMCLs in the Salina municipal water distribution
8 system.
.
J one 1993
28
SaUna PWS ~
A review of historical records, KDHE files, and on-site interviews with operators of various
businesses indicated several known and suspected users of PCE-containing chemicals, particularly
dry cleaning facilities. Several current and former underground fuel storage tank sites were also
identified.
High levels of PCE contamination were confirmed in ground water at the upper portion of the
alluvial aquifer on the downgradient side of four dry cleaning facilities while none was detected
in samples on the upgradient side. The analytical results indicate improper storage or disposal
of waste solvents containing PCE at these facilities has resulted in contamination of the alluvial
aquifer and subsequent contamination of several water supply wells at the site, both public and
private.
.
Migration of the dense PCE plumes is influenced by the high permeability of the lower sand and
gravel portion of the alluvial aquifer and the configuration of the underlying bedrock surface in
the vicinity of the site. A topographical low area is situated near PWS Well #3 and buried
channels filled with the coarse alluvial deposits trend toward it. One major buried channel trends
from the south to the north adjacent to and paralleling a line from PWS wells #5, #4, and #1
to Well #3. Two of the confirmed PCE source areas, in the southern portion of the site, are
situated nearly over this channel and are most likely the source of PCE contamination detected
in these wells. PCE contamination detected in two private wells also along this line (one being
downgradient of the source areas and upgradient of the PWS wells), confirms this hypothesis.
Another confirmed PCE source area (an active PCE-process dry cleaning facility) is located
directly upgradient of PWS wells #3 and #8. PCE contamination confirmed at a former dry
cleaning facility in the northern portion of the site represents the most likely source of PCE
detected in PWS Well #13 in the mid-1980's.
Less dense petroleum hydrocarbons (such as gasoline constituents) will tend to float on the water
table or remain in the upper portion of the aquifer. Areas of gasoline contamination discovered
during the ESI will be referred to the KDHE/BER, Underground Storage Tank Section.
The large quantity of ground water pumped from Salina's in-town well field, also contributes to
the migration of VOC contaminants to the affected PWS wells. A "cone of depression" created
in the vicinity of city wells being pumped will pull VOC contaminants toward the pumping wells.
A large number of human targets (43,385) rely on ground water produced from the alluvial
aquifer. This population includes the City of Salina, residents supplied by the Saline County
Rural Water District #3 and nearly 200 private domestic wells within four miles of the site.
There are no indications of a release of contaminants to surface water in the site vicinity. Surface
water runoff from the site drains via storm sewers to the former Smoky Hill River channel and
then to the current river channel located east of the site. There are no drinking water intakes
8 within 15 miles downstream of the site. Secondary surface water pathway targets include contact
by the public to streamflow in both the old and new Smoky Hill River channels, the fishery in the
.
.
8
.J one 1993
29
Salina PWS Wells ESI
newer river channel, and habitats of threatened and endangered species in Saline County which
may coincide with the Smoky Hill River and other major rivers within the target distance limit.
The soil exposure pathway appears to pose a minimal threat at the Salina PWS Wells site because
of the pavement cover around the suspected source areas. A release to the air is also not
suspected for the same reason. Workers at the active facilities are at the greatest risk of exposure
to PCE wastes.
7.3
Recommendations
The KDHE recommends working with potentially responsible parties (PRPs) and the City of
Salina, to conduct further investigation and possible cleanup at the site. If a PRP group cannot
be formed in a reasonable timeframe, the KDHE will complete an HRS scoring package and
submit it to the EP A for futher consideration under the federal Superfund program.
.
ATTACHMENT 7
In-Field Analytical Results
Tables A & B
8
8
8
.
8
ATTACHMENT 7
TABLE
A
SALINA PWS WELLS SITE
ANALYTICAL RESULTS FOR FIELD ANALYSES
NOVEMBER 6 - 8,1991
Probe or Well Contaminants in J1.g/L
Identification
Number Depth TCE PCE CCL BEN TOL ETH XYL
#1 HS 45' ND 0.1 ND ND ND ND ND
#2 HS 45' 0.09 1.0 ND ND ND ND ND
#3 HS 45' 0.02 0.1 ND ND ND ND ND
#4 HS 48' 0.02 12.1 ND 0.5 0.4 0.2 0.6
#5 HS 45' 0.01 0.08 ND ND ND ND ND
#6 HS 45' ND 0.03 ND 106.4 20.3 6.1 30..4
#7 HS 43' 0.1 0.1 ND NA NA NA NA
#8 HS 45' ND ND ND 3,915 480 1,131 5,650
#9 HS 42' ND 0.3 ND ND ND ND ND
#11 HS 41' ND 0.6 P NA NA NA NA
#13 HS 41' 1.1 4.1 ND NA NA NA NA
#14 SG 39' 0.05 2.9 ND NA NA NA NA
#14 HS 45' 0.4 4.1 ND NA NA NA NA
#15 SG 6' 0.1 34.9 ND ND ND ND ND
#15 SG 12' ND 1.1 ND .ND ND ND ND
#15 HS 45' 0.2 31.3 ND ND ND ND ND
st. John's #2 65' ND ND ND ND ND ND ND
PWS #3 85' 0.7 8.5 p ND ND ND ND
Betts 50' 2.4 8.1 p NA NA NA NA
Reed 47' 0.1 0.1 p NA NA NA NA
Lilly 60' 0.06 0.01 P NA NA NA NA
Church -- ND ND ND ND ND ND ND
Dr. Miller 72' 0.7 3.8 P NA NA NA NA
Pickering 50' 0.3 2.4 P ND ND ND ND
McCrea 60' ND ND ND ND ND ND ND
MCL 5.0 5.0 5.0 5.0 1,000 700 10000
Abbreviations: TCE = Trichloroethylene
PCE = Tetrachloroethylene
CCL = Tetrachloromethane
BEN = Benzene
TOL = Toluene
ETH = Ethyl Benzene
XYL = Total Xylene
Source: KDHE/BER Salina PWS Wells Site Field Notes, 1991.
Analyses performed on a Shimadzu Gas Chromatograph
and FID detectors.
ND = Not Detected
NA = Not Analyzed
P = Present, not quantified
HS = Head Space
SG = Soil Gas
MCL = Maximum Contamination Level
utilizing EDC
.
8
8
A'ITACHMENT 7 (Continoed)
TABLE
B
SALINA PWS WELLS SITE
ANALYTICAL RESULTS FOR FIELD ANALYSES
JULY 9,1992
Probe Type of Depth Contamination in ~g/L
I.D.# Location Sample (feet) BEN TCE PCE
#28 City Gen. Services water 51' 1.0 ND ND
418 East Ash water 54' 1.0 ND ND
#30 City Gen. Services vapor 9' 2.6 ND ND
418 East Ash water 39' 6.0 ND ND
#31 City Gen. Services vapor 10' ND ND ND
418 East Ash water 42' 0.5 ND ND
#26 500 East Iron vapor 10' ND ND ND
on Second Street water 45' ND ND ND
#27 500 East Iron water 42' ND 3.0 1.5
#19 1501 South Ninth vapor 10' 100 20 23
on Kirwin Avenue water 42' 550 415 2883
Abbreviations: BEN - Benzene
TCE - Trichloroethylene
PCE - Tetrachloroethylene
ND - Not Detected
Source: KDHE/BER Salina PWS Wells Site Field Notes, 1992
Analyses performed on a Shimadzu Gas Chromatograph
FID detectors.
utilizing an ECD and
.
ATTACHMENT 8
Driller's Logs for Test Holes and Wells
.
8
.
ATTACHMENT 8
Driller's Logs for Test Holes and Wells
(shown in Figures 3-1, 4-2, and 4-3)
Salina PWS Wells Site
Salina, Kansas
Lithologic logs not available for Salina PWS wells #1, #2 and #4.
PWS Well #3 Thickness Depth
(feet) (feet)
soil, black 3 3
Quaternary
Alluvium
Clay 11 14
Clay, sandy 7 21
Sand, fine 7 28
Sand, coarse 2 30
Sand and gravel 11 41
Clay and fine sand 3 44
Sand and gravel 11 55
Clay, yellow, tough 5 60
Sand and gravel; contains much clay 5 65
. Sand and gravel; clean 11 76
Clay, yellow 1 77
Sand and gravel 2 79
Clay, yellow and blue 3 82
Sand, fine 2 84
Sand, course 1 85
Permian-Leonardian
Wellington formation
Clay (probably shale) 0.5 85.5
See water well record for the Robert Caldwell lawn and garden well
(415 E. Crawford), which is located just east and within 250 feet
of PWS Well #4.
PWS Well
#5
From
(feet)
0
1
9
10
22
25
35
43
8
Soil, top
Clay, yellow
Sand
Clay
Sand, muck
Sand, course
Clay and gravel
Sand, coarse and
Bed
gravel
To
(feet)
1
9
10
22
25
35
43
61.5
61. 5
8
.
8
ATTACHMENT 8 (ContinUed)
Driller's Loqs for Test Holes and Wells
Salina PWS Wells site Salina, Kansas
PWS Well
#6
From
(feet)
0
4
15
20
Soil, top
Clay
Sand, fine
Sand and gravel
Shale
PWS Well
#7
Thickness
(feet)
2
Soil
Quaternary
Alluvium
Clay, sandy
Clay
Clay, sandy
Sand, coarse
Sand and gravel
Sand, coarse, and
Sand, coarse, and
Sand, coarse, and
Clay
gravel
gravel; with clay balls
gravel
3
6
5
9
5
7
3
29
?
PWS Well
#8
Thickness
(feet)
3
Soil
Quaternary
Alluvium
Clay, sandy
Sand, fine
Sand, coarse,
Sand, coarse,
Sand, coarse,
Permian-Leonardian
Wellington formation
Shale
and gravel; contains clay
and gravel
and gravel; with clay balls
16
13
4
22
13
1
PWS Well
#10
From
(feet)
0
18
21
33
37
73.5
silt
Sand, fine
Sand and gravel
Silt
Sand, fine to coarse
Shale (blue to grey)
To
(feet)
4
15
20
80
80
Depth
(feet)
2
5
11
16
25
30
37
40
69
Depth
(feet)
3
19
32
36
58
71
72
To
(feet)
18
21
33
37
73.5
75
.
ATTACHMENT 8 (Continued)
Driller's Logs tor Test Holes and Wells
Salina PWS Wells site Salina, Kansas
PWS Well
#11
Soil, fill
Silt
silt and sand
Sand, find
Sand, coarse
Clay
Sand, medium
Gravel
Shale
to gravel
From To
(feet) (feet)
0 2
2 13.5
13.5 28.5
28.5 29.5
29.5 67.5
67.5 69.5
From To
(feet) (feet)
0 1
1 7
7 24
24 29
39.5 52.5
52.5 55.5
55.5 67.5
67.5 74
74 77
From To
(feet) (feet)
0 33
33 34.5
34.5 35.5
35.5 43
43 47
47 60.5
60.5 62
62 65
65 67
67 73
From To
(feet) (feet)
0 18.5
18.5 25.5
25.5 30
30 38
38 56
56 65
65 76.5
76.5 80
Soil
silt
Sand,
Clay
Sand,
Shale
fine
medium to gravel
PWS Well
#12
8
PWS Well
#13 (old well)
Silt
Gravel, fine
Silt
Gravel,-fine
silt
Gravel, medium
Silt and clay
Gravel
silt
Shale
PWS Well
#14
8
silt
Gravel,medium to fine
Silt and clay
Gravel, fine
Gravel,fine to medium
Gravel
Gravel,sandy to fine
Shale
.
.
.
ATTACHMENT 8 (Continued)
Driller's Logs for Test Holes and Wells
Salina PWS Wells Site Salina, Kansas
See logs for test holes 2 and 21 for lithology near PWS wells #15
and #16.
st. John's Hospital (#2 west well)
From To
(feet) (feet)
0 9
9 21
21 31
31 39
39 78
From To
(feet) (feet)
6 36
36 46
46 48
48 49
From To
(feet) (feet)
0 18
18 46
46 47
47 56
56 57
57 72
Soil, fill material
silt and clay
Sand and gravel
silt
Sand and gravel
Clyde Reed's Well (in basement)
Clay, blue
Clay
Gravel
Sand, fine
John N. Miller's Well
Clay
Sand
Clay
Sand
Clay
Sand
and gravel
and gravel
and gravel
References: 6, 16, 35, 36, 37, 42
":::-:: "~::-~~,.:-"u...~,, --':',,: .-,- ":~: "..~.~"-::'-:'":-,'--' ':~.::., -~:;'~,:~...:.'~-:-::~:t-':::,:.
"
USE TYPEWRITER OR BAll
POINT PEN-PRESS FIRMLY,
PRINT CL£ARlY.
.
I. location of well:
County
5C/11I~ e..
',.! ...- 0,
,7~..'::-.¡.::,7....._.
-,.,....."',;.--..--
/'-1 R 3LJ EIN
3. Own.. of well. I /qr/ ') h tr:- [.DE!l\ni.s L.~.fI V ì '., .
R.R. or ,tree" 2.. '). '3 tV, P to t?S't"oT:C:- . U
City, state, zip code: _~(,"';~ k~""5 67'101 ".
6. Bore hole dla. ~ in. Completion date -
, Well depth ~ð It. I 7 77
WATER WEll RECORD
KSA 820-1201-1215
Fraction
Section number
..vWI/-45w 1/-4> vJl/-4
I)
2. Distance and direction from ne....est town or city:
Street oddreu of well location If in city: ¿ a 3 \..J,
-4. locate with .X. In section below:
N
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-- toNI -- - - NE--
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--SW-- -- SE --
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i W
1
1-1 Mile-I
5. Type and color of material
A
(, tJ I L/ 1"'" :
18. Elevation:
19. Remarks:
Topography:
8Hill
Slope
- Upland
-1... Valley
Sketch map:
)' It-
{
P,;, p
I
-t: " ..,
From To
"
(\3 0 ifJ
01 13 5"0
,. s-o 60
I"J-Q II
Fo<ward the whae. blue and pink copies to the Department of Health and Environment
Town,hip number
KanlOl Dop...tment of Health and
Environment-Dlvlslon of Environment
rHat.. well Contractors)
Topeka, Kansas 666~
Range number
T
7. - Coble tool J! Rotary
- Hollow rod - Jetted
- Driven - Dug
- ,Bored - Reverse rotary
8. U,e: - Domestic - Public supply - Industry
- Irrigation - Air conditioni~g - Stock
X lawn - Oil field water - Other
9. Casing: Material - :Heigh"~ below
Threoded- Welded _:Surfac~ / a. i~.
RMP , PVC --X-:Welght Ibs./ft.
I
Dia.~ in. to fGO It. depth'Wall Thickneu: inches or
Dia. - in. to - It. depth :g~ge No. 5'. ~ Ù
10. Screen: Manufacturer's name "it ð P
Type 5/Clt"..$
Slot/souza "3/7 i" "
Set between' <) 7
{/ "
?, ;
¡f;O
Dia.
length
ft. and
ft. and
Gravel pack? ~ Size range of material ~/~"
11. Static water level: ' ma./day/yr.
~ r ft. below land ,urface Date 3 -I t,- 7 7
12. Pumping level below land surfaces:
~ ft. a~ter ~ hrs. pumping
- ft. after - hrs. pumping
Estimated maximum ield .~f)
13. Water sample ,ubmitted:
Ye, L No Date
3 0 g.p.m.
_g.p.m.
g.p.m.
ma ./day/yr.
14. Well heod completion:
- Pitleu adapter
I 2,
Inches above grode
15. Well grouted? ~
Wi th:L Neat cement - Bentoni te - Cancrete
Depth: From --Ll... It. to ~ It.
16. Ne...est source of pouible contamination:
It. / () Direction ...5'Type- 60 ..rI~..,.'
Well disinfected upon completion? --L Yo. - No
17. Pump: .- Not In't';lIed
Manufacturer's nome ,.c;,. '" ha.... k.~ JA ,< ,,:;10
Modelnumbe/f..C~ '2,~O("HP V~ Volh1.1Ji:.
length of drop pipe ~ ~ ft. ca;"'city.La....g.p.m.
Type,
..x. Submersible
_Jet
- Centrifugal
- Turbine
- Reciprocating
- Other
20. Water well contractor's certification:
Th¡, well was drilled under my jurisdiction and this report
i, true to the be,t of my knowledge and belief.
At~...G...-.Jz~ ./1:. f1.(¿.- '~ I ¿, {¿,
Busi",u naml"- ~ ~ - ~u Licen,e No.
Addreu ~.:...... 7.L...
Signed ("1/ Jl(7~' D~:1I-77
Au'horized representative
Form WWC-5 '.
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~~Tl9NJ)F,W~TER~~." ;';:~.~, F:ractIon. ",':';'},~,SE:::">: ';'...:-,~~,{,;;-,'::, ~...'~~ -:'"TowneþIp1' NU~';".'::",~::;'~'~,:j~'\
:",Sallne": 0'>,,:':,"; .NW"""':'Y4"'" ",'" 1,4"',>&11" ;'Y4 ' ':~çn',,~, . T'll¡;, .:\""S:,'..; ,R)""')",',:-i'J::':',~~ "
1ce'~.djlr,ectton, from rl88r'8Sttown, or city ~ ~~otl,~~ If ~.~n.city? ,"""<,:,:,';', ',",',',:",', '~,'.",',i,',',,~,.::'i~,.:,.:,\ .,:','~.~;,:,",:;,,',',¡',',:":,',,,~,',',"",:',,:'>.'.'""',','\,,,~:',~.:,'~:,¡:~,'~.'./.:,~.~_1",.,'h,',.,:",~"'~,:,~ç..,::¡"~.'",,,~,,,~,:'~""""'~l"'~";""":'t:,',"',,',',
~"~"':'...,:,';,/.;;:"";'4"'~':Ei',.êr~.ijf~:'"?,,,:/ .,:...::",~:"..:, ':';;':0', "'~'" '-r. '-"" . .,~<.\-
~~.~~~:R~':~i~;;:~~~,;,':f""""'::' "':':":'::~':",'.,',';':'::;:J},:;':' :',::':,~:~J~;~,..~~~':{~~jwz'~":~":~::~,'
:>tate ZIP~e :;'::",;,Jsá:Jllià':j{Š~~:":6 401:'" , ';""v ':'-:>~'.':;""'<'~;"~~' ";:"':"-" '. ICà~Numbé~:' ...'.,, .~~h'h11:~\;:>¡~':,,':'.
GATE WELL'S LOCATION WITH 4 ÒE'piH:OF'cOMPLETED WELL.'.,.. 7.'~ ,~;, .':..:ft. ELÉvA"ÒN:',~',.-,1: .<?9.. ~. '-:-",:::'i~:,~c.~,,~,};,:(>:,:,.~>?;;:.
"X".I~SECTION BOX:, ,;', Depth() G' ndWE '. ed'" , 39 "," ft ':. "52"",;,:.::"ft~\'i--~;i:r~,e.::':/::~,:ì' .,
' 'N " '",s, '01;1, ,ater ~nt8!' "'t91.,:... """,:"...,~:".2.,:,......;..:.:~....:,:.....~..:,.,;;.".,.~",,:';:,"'k':i~8,~~:,.~;.~:,,:.<ft.;,
~,LL'Ss:rATlC?,WATERLEY~L,';,~ :,;.".'- ft. below land surfacerneasured,o.n ITÌoIday/yr~,':~ ~,:f.Ã '~~i\~};:.'
'¡-'Y'"".., " '", ," '" ',',42:' ." '1,', ' "-""""_"~~"',M,...,.",
'~~';':~\<"" Pump test data:) Well water was'. . . . . , ... . . , 'tafter "',";' .,; ;-:; .'hoors pumping ; :',f,:~'f ::~,;:; ;: gpm
" :. ":ZQ~\..ff;.~~~~:~:5s ',',', '.i, :,~', ',,~, -::-:',':'.' :','\:;,~,~';;::';;~:'#;;.,':
WELL WATER TO BE USED AS:' ,,'5 Public.water supply' - 8 AIr, conditioning '11 Injection well::', ,:" ,~;
, ,,"" " ' " ," " " '" '" .. ',,' ,,",
:'fDomes~c, 3 Feedlot,' '.' 6011 field water supply:, 9 Dewatering', " :,.12 Other (Speè:lfYbelow);':, '
';..2 lrÎ1gatlon; ,,: 4 hidustiial" , I lawn andgårdenonly 10"Obseriatlon'weli ,":;:",;,;;;:,,:';:>.:-.-f:;,"..;::..:.::~i;:,
W~a chemlcallbacteriologièaJ smnple'submitted to Department? Ye~:':..::::':::.:ÑO,t.:;",'::; It y~ ñi¡)'d;Y/Yr'~';;;;~
mltted' :::.<" ' ",- ,,' ,,',","',:', . Water Well Disinfected? Yes ,'X:;,," 'NO":;~:';,::,":
PE OF BLANK CASING USED: ,5 Wrought iron, ,8 Concrete tile, CASING JOINTS:GluJ<L~ ;','. C/ampe<L.;. . ,
" " " 'è,' ," , '" . , , ,', " " , ': " ',' "",';" "
1 Steel, '.. 3 RMP,(SR) 6 Asbestos-Cement ., 9 ~er ,(Specify below) , , ,,' Welded. "", ;~"",;,::'.::,:,;>',,:, "
~~dlarrie~r'<":"~'~~.<':.I~Jto 6~;:~. .~; f~~~':, .~,. J..H. .~:'.'i~"~; :::::: ::: ::,;::ri':;:'~:'~":~':"'~'~".~:~~~i~~~::;(,:;~~~P{,F:,'::: 'ft~
J height abové I~ ~rface,;. ,12.".., .." t" .In" weight ,..,,160,.. .'" ~ ',' ~""",. IbsJft, Wall ,thickness or g~uge No;;. .~~:~:~~;:::;':;::.::.
OF SCREEN OR PERFORATION MATERIAL: " ',,' X PVC, ' "'10Asbestos-cemelÍt, _:.':: ::,;,;,:' ;-::':>' :
1 Steel~ ",'::"'3Stainlesssteel ' , 5 Aberglass' 8 RMP(SR) ", '11 Òther(specify).::.:.:.".,::~;~:;~::;:,:,>;..:.,.
~ BraSS :,:/,,:~,' '~:":i'Galv~nìz~ ~~èt ," 6 Concrete tile, .', 9 ABS ' 12 Non~used (openhoÎe) :,';,',\;,,:~,::.,-,.'
" ,,' ,','. " , , ,'. ..,'...' "'" '
:EN ORPER'FORATION OPENINGS ARE: .. 5 Gauzed wrapped SCSaw cut. ',,': -,' ""'!1fNoni,(ópën'hóIÉii ::
:;~6~:gi:~'" : '.,-. ~ ;'>¡~! ~:: ::::;::.: ~:s'~ ~~ (Di ,:"i~~,~~(J~~'~\~~ I
~Ol1TMATERIAL: "i"'JtNeatcement'l ",,2cementgrout 3 Bentonite ""4 Other """"'::"';;;;""-";""";"~,,',,';;,,\':"".:'..
Inte¡:;"~s:' From.:':::.;~.~:..ftto:,..~.,.,..., ft" From,..".,:....ft. to,..,.,.....,tt"'.From"',_,,,,,;,:,:,tt.'to.-,,:':'.:~,'~;;"..ft.
' ,.. ' "" ' ,," ",.. , ", , "",,, "" ',"" ," . .." ..
is, thé nearest SOtJrCeot Possibl~ contamination:' , ' , "10 Livestock pens , 14 Abandoned"" ~tltr" We,,11
lsØptic tank' " 4 Lateral lines ' T Pit privy ,11 Fuel storage H '15 Oil welllGas\vell :,,:::
2 Sewe(lines ",5 CeSspool 8 Sewage lagoon 12 Fertilizer stòrage;" ",16 Oth8r,,(~.bê~)' L,,~
~~W::~il~erS~~~~::e(:e" ~"" 9 Feedyard "~~~~':~or~~O'"."".,. ';;'."~,,:::;,' .,:,:j~<l,tP":~~::,,:':~:~~:'(:
)M ' TO " ,,' ,LITHOLOGIC LOG TO LITHOLOGIC LOG' '-" "" ,
, ,7 ',,' To Soil,. '
8 f ,Brown 01
5':Med~" tø"Hea; "Sand
"%. ~::Brown' Sandstone, C" . ,;
1'Med.;," toHeà. Sand",,'
v
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R'S OR LANDOWNERòS' CERTIFICATION: This water well was (ij Constructed. (2);reconstruCtect. or (3) plugged ündermy ju~íctión)aÎ'ldwas
erect on (moldaylyear)." 9-:-.:t.7.~a~,:,;, :', : ,:,:.." ,. , , , :' , :, :::, ': ,:: ., . .', '" åridthis record Is tru!" to the best ot my knowI~ge8i'ld beiiet: Känsas
Well Contiàctor's Ucense No,:.~-:L::313,8, "":,..,, ,",.,: This Wate~ Well RecOrd was complet8don ' aylyr)" :.:':~;"j,.~ß,~'.:}'.\:.;'.:'¿.:;.':{.:"'?
thebusinessnåmeof',:"".p$st1n ", "Service"..'. , ",H;".""b'slnan,;re( ,,"" -, """"~"',::""
lUCTlONS: Use typewriter or ball point pen, PLEASE PRESS FIRMLY and PRINT clearly, Please fill in blan ,unci ine or circle the " ,,~swel'!':.!3end top
~ies to Kansas Departnlent of Health and J;:nvironment, Division ot Environment, Envi,ronmental Geology S~n, Topeka, KS 66620: Send one to WA :ry:,R¥V.ELL
ERaridretainoneforourrecords",""'-' U"'" ':' ""u'" ,," ,,"", ",,"",,'" "'"""".."""""",U,-"
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Et;h OWNER: JIM 13ETTS " .,.~
dress. Box" : 84 ,:~HI GJlLAND Board of Agriculture, Division of Water Resouice
, State ZIP Code A IlcatlonNùmber: ' "
OCATE WELL'S LOCATION WITH 4 DEPTH OF COMPLETED WELL. . , . .59. . . . . . . . ft. ELEVATION: .... .124.0. . . . . . . . . . . . . .' ;..:. .. .. . " .< 1
,N"X"INSECTIO~BOX:, Depth(s)GroundwaterEncountered 1.,....41.........ft.2.................,ft.3.......;,<~..;'.'..,.ft. I
WELL'S STATIC WATER LEVEL. 41:...... ft. below land surface measured on moJday/yr .9~22~89.;... .'... I
, Pump test data: Well water was. .44.: . . . .. ft. after. . . . . 1 . . .. hours pumping; . . . ~ . 30. . gpm
Est. Yield ;.7$.,. gpm: Well water was ..:........ ft. after.......,... hours pumping........... gpm
E BoreHoleDlameter..,9......in.to.,.,.....$9.......ft.,and..................in.to '.....:....:.:,.ft.
WELL WATER TO BE USED AS: 5 Public water supply 8 Air conditioning 11 Injection well ,
1 Domestic 3 Feedlot 6 011 field water supply -"9 Dewatering 12 Other (Specify below)
, 2 Irrigation 4 Industrial 7 LaWn and garden only 10 Monitoring well... . , . , . . . . . . " . . ; .. . . . . . . . . , . . .
Was a chemicaUbacteriological sample submitted to Department? Yes............No....X.....; II yes, moldaylyr sample was sub,
mitted " '.. Water Well Disinfected? Yes X'" ,No',,' ,I
-YPE OF BLANK CASING USED: 5 Wrought iron 8 Concrete til~ CASING JOINTS: Glued. X. . . Clamped. . . . .. I
1 Steel 3 RMP (SR) 6 Asbestos-Cement 9 Other (Specify below) Welded. . . . . . . . . .. . . . . . . .
2PVC ,4ABS 7 FIberglass .,.....,..........,........ Threaded............,....
lkcasingdiameter....5........in. to......53..,.ft., Dia....,...,....in. to.,....,......ft" Dia......,...,..in.to ..:..,....... ft.
,ing height above land surface. . . . . . 12. . . . . . , , .in., weight. . . . ¡~O, . . . . . . . . . . , . . . . . Ibs.lft. Wall thickness or gauge No. .~1;)R: ?Q. , . . . . . . , '
>E OF SCREEN OR PERFORATION MATERIAL: 7 PVC 10 Asbestos-cement ""
1 Steel 3 Stainless steel 5 FIberglass 8RMP(SR) 11 Other(specify)......'............,.
2 Brass 4 Galvanized steel 6 Concrete tile 9 ABS 12 None used (open hole)
=1EEN OR PERFORATION OPENINGS ARE: 5 Gauzed wrapped 8 Saw cut" , .~ 1 None (open hole)
1 Co!'ltinuous slot' 3 Mill slot 6 Wire wrapped 9 Drilled holes , ..',
2 loUvered shutter, : 4 Key punched . 7 Torch cut " 10 Other (sPecify) . . , , ... . . . . . . .:. .' ,'... .:'.:. ,..
~~~N.FÒRATEDINTERVALS: From., .....'..53'.......ft. to.........59.,......ft..From:.......""""" IttO"':","'~"".'.....:..ft.
, From...,...,.........ft,to...,.,......'...,..ft..From.......'....,......ft.to...'..........,.....ft.1
, GRAVEL PACK INTERVALS: From,.,.,..4.5.......ft.to........59.......ft.,From.,..,..,.........ft.to.................:ft.¡
From ft. to ft.. From ft. to " 'ft. I
3ROUTMATERIAL:,,'1 Neat cement 2 Cement grout 3 Bentonite 4 Other .,.,........,.........................¡
!utlntervals: From.....O.-:...;ft. to .....2D.... ft., From............ ft. to............ ft., From............ ft. to .........:..ft. I
at is the nearest source of possible contamination: 10 Uvestock pens 14 Abandoned water well
1 Septic tank 4 Lateral lines 7 Pit privy 11 Fuel storage 15 Oil well/Gas well
2 Sewer lines' 5 Cess pool 8 Sewage lagoon 12 Fertilizer storage 16 Other (specify below)
3 Watertight sewer lines 6 Seepage pit 9 Feedyard 13 Insecticide storage . . . . . . . . , .'. . . : . . . . . . . . . . . . . .
x:tion from well? EAS T How ma leet? '0.
=10M TO ' FROM TO PLUGGING INTERVALS
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-- N'N -- -- NE--
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-- sw -- --SE--
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,~ OR'S OR LANDOWNER'S CERTIFICATION: This water weil was (1\ r.nMt",~M (2) réconstructèd, or (3) plugged' under my jurisdiction and was
' 9-22-89' ~ ',', , "
:pleted on (moIday/, year, ) .. .... ..,~~å" '" '.. .. .. .. "." .. . .. ... .. .. '" and thiS reco ,IS e to the best 9Of wtgedge and belief. Kansas
'ar Well Contractor s Ucense No. .,~..".,.,""'" This Water Well Record was completed I aylyr) '..., " . .
er the business name of PESTINGER ,PUMP SER VICE" ',b ' si na '
INSTRUCTIONS: Use Iypewriter or ball point pen. PLEASE PRESS FIRMLY and !!B!!!I. clearly, Please fill In blanks, undeI1in8 or circle the 'CDfT8Ct SencI lOp IIvee
01 Heal1h and Environment, 8ure8u of Water Protection, Topetca, Kansas 66620-7320. Ta/e )hone: 913-296-5514. SencI one to WATER WELL OWNER and retain one tor your
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Test
Hole
~
1
2
3
4
5
6
.
7
8
9
10
11
12
13
14
15
16
17
-IQ
"-'
19
.
)('
~~
21
-, ')
'--
~
A-16
A-13
A-13
A-12
A-11
A-10
A-5
A-4
A-2
,
A-2
A-7
A-7
A-11
A-5
A-6
A-10
A-9
A-2
A-16
A-15
A-13
1>.-12
A P P E 'N D' I X
A
TEST HOLE LOGS
- Index to Test Hole Loge -
Test
Hole
~
23
24
25
26
'Z1
28 '
29
30
~
A-15
A-12
A-19
A-18
A~~O
A-19
A-20
A-19
3l(Ö¡J4) A-22
32
33
34
35,
36
37
38
39
40
4";
¿2
1...3
44
A-21
A-23
A-22
A-22
A-20
A¡21
A-21
A-14
A-14
A-14
A-10
;"-4
A-j
Teet
Hole
...l!Q.s..
45
46
47
4B
49
50
51
52
53
54
55
56
57
58
59
60
61
62
6;3
64( ()B2)
65
OB3
~
A-3
A-4
A-3
A-5
A-6
A-7
A-8
A-9
A-11
A-9
A-8
A-8
A-15
A-16
A-Þ
A-17
A-17
A-18
A-17 ,
A-19
A-18
A-8
.
, '
In the-foilowing ,pages'Oare listed the'logs ot 65 test þoles drilled
by the Hydraulic Drilling Company of SaliD8., for the City of Salina"
Kansas, and under the supervision of Wilson & Company', ~ng1neers &
Architects, Salina, Kansas. The numbers in parenthesis are those assigned
when drilling and are the same as shown on the maps, text and tables
contained in the report. The numbers following thee in parenthesis are
the standard Geological Survey identification numbers that can be used
to locate a particular test hole without benefit of a map.
In tb.e G,eological S~ey system, test holes are numbered in groups
by Township, Range and Section, followed by letters denoting 160-acre,
4D-acre and 10-acre subdivisions -of the section. The following sketch
and example demonstrates the Geologí-cal SÞrLey method ot numbèring
as applied to the first test hole located L(9) 13231ddgj
R2W
.
.' ,
-
,,:
:31
b a
b a
c ~
T
13
S
The sketch shows Township 13, Range 2, Section 31. Test hole No.9
is in the.SEt(d) of the SEt(d) of the SEt(d) of the section.
Fallowing the Geological Survey I s system, the first logs are those
in Township 13, fo1lqwed by those in Township 14 and then those
in Township 15.
The following key is being used throughout the list of logs:
GE = Ground Elevation at Test Hole in Feet, U.S.G.S. Datum
SWL = Static Water Level at Time o£ Drilling; (depth below ground)
.
WTE = Water Table Elevation at Time of Drilling; U.S.G.S. Datum
A-1
~
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I
. I
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I .
J Thickness Depth
. Feet Feet
(9) 13231ddd GE 1211.66 SWL Z7.2 WTE 1185.5
Drilled 20 November 1956
Quaternary - Alluvium
Silt and Clay 23 23
Sand, fine to medium 9 32
Gravel, fine to medium 9 41
Gravel, fine, medium to coarse 18 69
Permian - Wellington
Shale, blue 6 75
(10) 13231 cdd GE 1213.11 SWL Z7.6 WTE 1185.5
Drilled 20 November 1956
Quaternary - Alluvium
Silt and Clay 25 25
Sand, fine to medium 5 30
. Gravel, medium to coarse 34 74
Permian - Wellington
Shale, blue 6 80
(18) 13336cdd GE 1218.35 SWL Z7.5 WTE 1186.4
Drilled 23 November 1956
Quaternary - Alluvium
511 t and Clay 33 33
Gravel and S11 t 18 51
Gravel, fine, medium to coarse 24 75
S11 t and Fine Sand 11.5 86.5
Permian - Wellington
Shale, blue 4.5 91
8
A-2
-_.
- - - - ...
Thickness Depth
. Feet Feet
(47) 1425bbb GE 1211.13 SWL 26.0 WTE 1185.1
Drilled 11 December 1956
Qua termtry' . . ~~:Alluvi um
Silt and Clay 28 28
Fine Sand 4 32
Silt and Clay 5 37
Gravel, fine to coarse 30.5 67.5
Permian - Wellington
Shale, blue 5 72.5
(44) 1425bbc GE 1212.64 SWL Z7.0 WTE 1185.6
Drilled 11 December 1956
Quaternary - Alluvium
Silt and Clay 29 29
. Fine Sand 2 31
Silt.and Clay 7 38
Gravel and Silt 6 44
Gravel, fine, me~iumto coarse 15 59
Silt and Clay 3 62
Gravel, fine, medium to coarse 9 71
Permian - Wellington
Shale, blue 5 76
(45) 1425bcb GE 1212.26 SWL 26.5 WT~ 1185.5
Drilled 11 December 1956
Quaternary - Alluvium
Silt and Clay 38 38
Gravel, fine, medium to coarse 3 41
Gravel, some silt 13 54
Gravel, fine, medium to coarse 16 7()
Permian - Wellington
Shale, blue 5 75
8
A-:3
",
Thickness Depth
. Feet Feet
( 8) 1425bcc GE 1212.86 SWL 27.1 WTE 1185.8
Drilled 12 November 1956
Qlaternary - Alluvium
Silt and Clay 43 43
Sand, fine to medium 15 58
Clay 'and Silt 1 59
Gravel, medium to coarse,
clay lense at 68' 22.5 77.5
Permian - Wellington
Shale, blue 4.5 82
( 46) 1425 cbb GE 1211.21 SWL 22.0 WTE 1189.2
Drilled 11 December 1956
Quaternary - Alluvium
. Silt and Clay 19 19
Fine Sand 7 26
Silt and Clay 9 35
Gravel and Silt 7 42
Gravel, fine, medium to coarse 27 69
Permian - Wellington
. , ,
. Shale, blue 5 74
(43) 1425ccb GE 1212.79 SWL-23.3 WTE 1189.5
Drilled 10 December 1956
. Quaternary - Alluvium
Silt and Clay 19 19
Fine Sand 4 23
Gravel,' ,silty 6 29
Silt and Clay 8 37
Gravel, fine, medium to coarse,
clay lenses at 43 I and 47 I 34 71
Permian - Wellington
8 Shale, blue 5 76
A-4
-'
.-'
Thickness Depth
Feet Feet
. (7) 1425ccc GE 1212.19 SWL 24.2 WTE 1188.0
Drilled 9 November 1956
Quaternary - Alluvium '
Sil t and Clay 7 7
Fine Sand 13 20
Gravel, medium to coarse 3 23
Silt and Sand 8 31
Gravel, coarse 35 66
Permian - Wellington
Shale, blue 6 72
(48) 1426aba . GE 1210.09 SWL 25.0 WTE 1185.1
",
Drilled 11 December 1956
,Quaternary - Alluvium
Sil t and Clay 23 23
Gravel, clean, fine, medium to coarse 44.5 67.5
. '
Permian"- Wellington
Shale, blue 5 72.5
( 14) 1426ddb GE 1216.18 SWL 31.0 WTE 1185.2
Drilled 26 November 1956
Quallernary^-~ 'Ai:luvium. : ' -
'"
Silt and Clay
Gravel and Silt
Gravel, fine, medium to coarse
Gravel, some silt
29
7
37
4
29
36
73 .
Tl
Permian - Wellington
Shale, blue
5
82
8
A- 5
œ
I. . Thickne88 Depth
Tëet Feet
(15) 1426' .id GE 1214.10 SWL 28.0. ¥lTE 1186.1
f
Drilled 26 November 1956
J Quaternary- - Alluvium
Sil t and Clay 24 .24
I Gravel, fine, medium to coarse 50.5 74.5
Permian - Wellington
I Shale, blue 4.5 80
J (49) 1426bcd GE 1214.57 SWL 28.4 \tITE 1186.2
Drilled 14 December '1956
f Quaternary- - Alluvium
J Silt .30.5 30.5
.Gravel, fine to coarse 34.5 65
I Gravel, fine to coarse, silty 15 80
. Permian - Wellington
'~
Shale, blue 4 84
( 59) 1426cba GE 1214!28 SWL 28.2 ¥lTE 1186.1
Drilled 18 January 1957
Quaternary - Alluvium
Sil t and Clay 26 26
Sand, fine to medium, some silt 5 31
~ravel, fine, medium to coarse 51.5 82.5
~,
Permian - Wellington
Shale, blue 4.5 87
8
A- 6
.
( 50)
8
(11)
8
(12)
1426cbb
GE 1213.79
SWL Zl.9
Drilled 23 November 1956
Quaternary - Alluvium
Silt and Clay
Sand and Silt
Gravel, rine, meidum to coarse
SiJ. if and Clay
Gravel, rine, medium to coarse
Permian - Wellington
Shale, blue
1426bbc
GE 1214.04
SWL 28.5
Dril3¡ed 24 December 1956
Quaternary - Alluvium
SU t and Clay
Saz:d and S1l t ."
Gravel, rine, me&:tUm to
Gravel, some silt
Gravel, rine, medium to
coarse
coarse
Permian - Wellington
Shale, blue
1426bbb
GE 120947
SWL 28.5
Drilled 19 November 1956
Quaternary:'- Alluvium
SU t and Clay
Sil t and Fine Sand
Gravel, rine medium to
clay lense at 41 "
Gravel and Silt
Gravel, r1ne, medium to
coarse,
coarse
Permian - Wellington
Shale, blue
A-7
-
Thickness
Feet
WTE 1185.9
'Zl
2
35.5
1.5
15
5
WTE 1185.5
22
3
50
2
11
5
WTE 1181.0
25
6
30
8
6.5
6.5
,., ,"
Depth
Feet
:'Zl
29
64.5
66
81
86
22
25
75
77
88
93
25
31
61
69
75.5
82
Thickness Depth
. Fettt Feet
(51 ) 1426cbc GE 1214.58 SWL 30.5 WTE 1185.1
Drilled 20 December 1956
Quaternary - Alluvium
Sil t and Clay 24 24
Fine Sand, some silt 5 29
Gravel, fine, medium to coarse 55 84
Permian - Wellington
Shale, blue 5 89
( 56) 1426ccc GE 1216.36 SWL 30 WTE 1186.4
Drilled 19 December 1956
Quaternary - Alluvium
Silt and Clay 23 23
Gravel, fine, medium to coarse 66 89
8 Permian - Wellington
Shale, blue. 5 94
(OB3) 1431 add GE 1214.0 SWL 28.0 WTE 1186.0
Drilled 1 May 1957
Quaternary - Alluvium
Silrt and Clay 25 25
Sand, fine to medium 7 32.
Gravel, fi?e, medium to coarse 53 85
Permian - Wellington
Shale, blue 4 89
( 55) 1 431 ddd GE 1216.33 SWL 30.9 WTE 1185.4
Drilled 9 December 1956
. Quaternary - Alluvium
gUt and Clay 30 30
Gravel, fine, medium to coarse 61.5 91",- 5
Permian - Wellington
Shale, blue 5 96.5
A-8
--
thickness Depth
Feet - Feet -
(52) 1431adc GE 1213.08 swr.. Z7. 5 WTE 1185.6
-;
. Drilled 19 December 1956
Quaternary - Alluvium
S1J,1t and Clay- 23 23
Sana/and Gravel, £ine, medium
to Coarse 38 61
Gravel, some silt 2 ó)
Permian - Wellington
Shale, blue 5 68
(17) 1431bdd GE 1215.28 swr.. Z7 WTE 1188.3
Drilled 26 November 1956
8-
Qua ternar;y - AlluVium
S1]. ~' and Clay-
Gravel and Silt
Gravel, £ine, medium to coarse
28
18
9
28
46
5~
Permian - Wellington
Shale, blue
(54)
5
60
1431dbc
GE 1218.49
swr.. 33.3
WTE 1185.2
Drilled 20 December 1956
Quaternary - Alluvium
Si1;' and Clay-
Sand and Silt
Gravel, £ine, medium to
Gravel (Silt)
Gravel, £ine, medium to
Gravel and Silt
coarse
31
16
9
5
7
4
31
47
56
61
68
72
coarse
Permian - Wellington
Shale, blue
5
77
.
A-'1
Thickness Depth
. Feet Feet
(16) 1431 dcc GE 1216.62 SWL 32.5 WTE 1184. 1
Drilled 21 November 1956
Quaternary - Alluvium
Silt and Clay 26 26
Sand and Silt 7 33
Gravel, medium to coarse 17 ~O
Gravel, fine, medium to coarse 19 <69
Permian - Wellington
Shale, blue 5 74
(42) 1428bbc GE 1210.00 SWL 21.1 WTE,1188.9
Drilled 10 December 1956
Quaternary - Alluvium
Sil t and Clay 11 11
8 Gravel, some silt 8 19
Gravel, fine to medium 9 28
Gravel, fine, medium to coarse Z7 55
Clay 1 56'
Gravel, fine, medium to coarse 7 63
Permian - Wellington
, Shale, blue 5 68
( 6) 142Bcbb GE 1214.60 SWL 25.5 WTE 1189.1
Drilled 9 November 1956
Quaternary - Alluvium
Sil t and Clay 11 11
Fine Sand 11 22
Gravel, medium to coarse 8 30
Silt and Gravel 3 33:'
Gravel, medium to coa~lIe 16 49
Permian - Wellington
Shale, blue 7 56
.
A-10
D
Thickness Depth I
. Feet Feet
(5) 1427dbb GE 12,20.37 SWL 30.4 WTE 1190.0
I
Drilled 9 November 1956
Quaternary - Alluvium Œ
Silt and Clay 11 11
Fine Sand 5 16 I
Silt and Clay 5 21
Fine Sand 10 31
Gravel, medium to coarse 5 36
Silt and Gravel 5 41 r
Gravel, medium to coarse 13 54
Permian - Wellington í
Shale, blue 6 60
(13) 1 431 2a.aa GE 1216.39 SWL 32 WTE 1184.4 r
Drilled 21 November 1956
Quaternary - Alluvium
8 Silt and Clay 27 27
Silt and Fine Sand 4 31
Gravel, medium to coarse 10 41
Gravel and Silt 5 46
Gravel, fine, medium to coarse 32 18
Gravel~and Silt 1 79
Gravel, medium to coarse 11 90
Gravel, some silt .2 92
Permian - Wellington
Shale, blue 5 97
(53) 14312aaa GE 1217.59 SWL 33.3 WTE 1184.3
Drilled 19 De~embe-l" 1956
QUaternary - Alluvium
Sil t and Clay 22 22
Sand and Silt, fairly clear 9 31
Gravel, fine, medium tp coarse 55 '$'6
Gravel and Silt 2 88
. Gravel, fine, medium and coarse 4.5 92.5
Permian - Wellington
Shale 5.5 98
A-11
Thickness Depth
. Feet Feet
( 4) 14:31 2add GE 1218.67 SWL :35.5 'WTE 118:3.2
Drilled 8 November 1956
Quaternary - Alluvium
Silt and Clay :38 :38
Sand, fine, medium 5 4:3
Gravel, medium, coarse 17 60
Silt and Gravel 5 65
Gravel, medium to coarse 5 70
Permian - Wellington
Shale, blue 5 75
(22) 14:31.2daa GE 1218.11 SWL :35.5 WTE 1182.6
Drilled 21 November 1956
Quaternary - Alluvium
. Silt and Fine Sand 25 25
F~ne Sand 6 :31
Gravel, fine, medium to coarse :39 70
Permian - Wellington
Shale, blue 4 74
(24) 14:31 2adb GE 1 219.76 SWL :35.8 'WTE 1184.0
Drilled Z7 November 19.56
Quaternary - Alluvium
Sil t and Fine Sand 8 8
Silt and Clay 7 15
Silt and Fine ~d 6 21
Silt and Clay. 10 :31
Silt and Sand' :3 :34
Gravel, fine, medium to coarse,
clay at 58' Z7 61
Gravel and Silt .3 64
Gravel, fine, medium, coarse 11 75
Gravel and Silt 10 85
8 Permian - Wellington
~ha1e, blue 5 90 .
A-12
Thickness Depth
. Feet .leet
.. I
(21) 1431 2dba GE 1219.82 SWL 37.0 WTE 1182.8
Drilled 19 November 1956
Quaternary - Alluvium
S11 t and Clay 13 13,'
Silt and Fine Sand 11 24
Gravel, fine to medium 8 32
Gravel, fine, medium to coarse 3~ 62
Gravel and Silt 2 64
Gravel, fine, medium to coarse 11 75
Permian - Wellington
Shale, blue 4.5 79.5
( 2) 1431 2dbd GE 1215.34 SWL 34.8 WTE 1180.5
Drilled 7 November 1956
Quaternary - Alluvium
. . Silt and Clay 19 19
IUne Sand 4 23
Gravel, coarse 58 81
Permian - Wellington
Clay, blue 5 86
(3;) 14312acc GE 1 220 .77 SWL 38.4 WTE 1182.4
Drilled 7 November 1956
Quaternary - Alluvium
Silt and Clay 21 .21
Fine Sand 6 Zl
Gravel, medium to coarse 12 39
Clay 1 4D
Sand and Clay 6 46
Gravel, medium to coarse 34 gO
Permian - Wellington
Shale, blue 5 85
8
A-1)
Thickness Depth
. Feet Feet
(39) 1431 2bda GE 1219.47 SWL 37.0 'WTE 1182.5
Drilled 4 December 1956
Quaternary ,- Alluvium
S11 tand Clay, Zl Zl
Gravel, .fine, medium to coarse
~lay lense at 37', cemented
28'-29' 2!3 56
Silt and Clay 7 63
Gravel, fine, medium to coarse 10 73
Permian - Wellington
Shale, blue 5 78
(40) 1431 2bdd GE 1219.48 SWL 33.0 WTE 1186.5
Drilled 5 December 1956
Quaternary - Alluvium
. Silt and Clay 26 26
Gravel and Silt 3 2!3
Gravel, fine, medium to coarse' /is 77
Permian - Wellington
Shale, blue, 10 87
- Gypsum 3 90
(41 ) 14312cdd GE 1220.00 SWL 42.7 WTE 1177.3
Drilled 10 December 1956
Quaternary - Alluvium
Silt and Clay 21 21
.Sand and Silt 2 23'
Gravel, fine to coarse 6.5 2!3.5
Silt and Sand 9 38.5
Silt and Clay 2.5 41
Gravel, fine, medium to coarse 14 55
Silt and Gravel 4 59
Gravel, fine, medium to coarse 16 75
8 Permian - Wellington
'áo
Shale 5
A-14
-
Thickness Depth
. Feet Feet
'.
(57) 14311dda GE 1226.70 SWL 45.0 WTE 1181.7.
Drilled 17 January 1957
Quaternary - Alluvium
Silt and Clay 38 38
Fine Sand 14 52
Gravel, f1n~ to coarse 15 " 67
Pe~~~~ - Wellington
Shale, blue 5 72
(20) 14313ada GE 1221.89 SWL 39.4 WTE 1182.5
Drilled 12 November 1956
Quaternary - Alluvium
Silt and Clay 5 5
Silt and Fine Sand 15 20
-- Gravel and Silt' 5' 25
. S11 t and Clay 3 28
Grave;I. and S11 t 3 . 31
Gravel, medium to coarse 12 43
Sand, fine to medium 4 47
Gravel, fine, medium to coarse 5 52 .,
Gravel. and S11 t g 60 '
Permian - Wellington
Shale, blue 2 62
(23) 14313adå GE 1223.00 SWL 44.5 WTE 1178.5
Drilled 20 Novem~r 1956
Quaternary - Alluvium
S11 t and Clay 21 21 I'
Gravel with S11 t 20 41
Gravel, medium to coarse 28.5 69.5
Permian - Wellington
Shale, blue 5.5 75
.
A-15
.
4
. .
I
I Thickness Depth
Feet Feet
Ie (19) 14313adc GE 1222.86 SWL 46.1 WTE 1178.8
Drilled 1 2 November 1956
I Quaternary - Alluvium
Sil t and Clay 5 5
i Silt and Fine Sand 7 12
Silt and Clay 10 22
Sand and.'Sil t 22 44
Gravel, fine, medium to coarse ,.."
Î hard layer z..6 n at about 43' 25 69
Permian - Wellington
8 Shale, blue 3 72
ì (1) 14313baa GE 1221.69 SWL 44.7 WTE 1187.3
Drilled 7 November 1956
J Quaternary - Alluvium
rl Silt and Clay 13 13
. Fine' Sand 10 23
Gravel, medium 15 38
I Sil t "and Blue Clay 3 41
Sand and ,Clay 12 53
Silt and Clay 16 69
Gravel, medium 4 73
I Sand and Clay 2.5 75.5
Permian - Wellington
n Shale, blue 6~5 82
J (58) 14313ccc GE 1229.28 SWL 45.6 WTE 1183.7
Drilled 18 January 1957
J Quaternary. - Alluvium
q Silt and Clay 39 39
Gravel, fine, medium to coarse,
, some silt 10 49
1 Gravel, fine, medium to coarse 16 65
11
Permian - Wellington
8 Shale, blue 5 70
..
1 A-16
Thickness Depth
Feet Feet
. (61) 14314ada GE.1227.72 SWL 45.5 WTE 1182.2
Drilled 25 February 1957
Quaternary - Alluv~um
Clay and Silt 33 33
Sand, fine to coarse 14 47
Silt and Clay 1 48
Gravel, medium to fine, and sand 28 76
Gravel, coarse to fine and sand 10 86
Permian - Wellington
Shale, blue 4 90
(60) 14314daa GE 1227.60 SWL 45.7 WTE 1181.9
Drilled 25 Feq,#uary 1957
Quaternary - Alluvium
Silt and Clay Z7 Z7
Silt 9 36
. Sandy Silt 4 4D
Sand,' coarse to fine 4 44
Gravel, fine. and sand 4 48
Gravel, medium to fine, and sand 8.5 56.5
Silt 2.5 59
Gravel, coarse, fine and sand 30.5 89.5
Permian - Wellington
Shale, blue 4.5 94
(63) 14314dad GE .1228.87 SWL 46.7 WTE 1182.2
Drilled 27 February 1957
Quaternary - Alluvium
Silt and Clay 23 23" .
Clay . 18 41
F ine Sand 15 56
.Sàrid, coarse to fine 38 94
Permian - Wellington
8 Shale, blue 2 96
A-17
Thickness Depth
Feet Feet
. (62) 14314dab GE 1229. 13 SWL 46.2 W'l'E 1182.9
Drilled 26 February 1957
Quaternary - Alluvium
Sil t and Clay 34 34
Sand, fine 18 52
Sand and Gravel, coarse to fine 7 59
Sil t and Clay 3 62
Gravel, coarse, cemented zone
83'-87' 25 .87
Permian ~ Wellington
Shale, blue 4 91
( 26) 14324ddc GE 1232.51 SWL 28.5 'WTE 1204.0
Drilled 28 November 1956
Quaternary - Alluvium
. Silt and Clay 30 30
Gravel 'and Silt 10 40
Gravel, fine, medium to coarse 5 45
Clay 5 50
Gravel and Silt 4 54
Permian - Wellington
Shale, blue, hard 5 59
(65) 14324cdb GE 1231.60 . Sr,n, 32.9 'WTE 1198.7
Drilled 14 March 1957
Quaternary - Alluvium
Sil t and Clay 26 26
Gravel, fine to coårse 8 34
Silt and Clay 5 39
Gravel, fine to medium, -sand
and silt, interbedded mostly
granitic to 60' 31 70
Permian - Wellington
8 Shale, blue 4 74
A-18
.
(OB2) (64)
(Same as (25))
( 25)
(28)
..
. .
(30)
8
14324cdd
14324cdc
GE 1232.29
SWL 31.0
Drilled 'Z7 November 1956
Quaternary - Alluvium
Silt and Clay
Sandy Silt
Clay
Gravel, fine, medium to coarse
Gravel and Silt
Permian - Wellington
Shale
14230cbb
GE 1 229 . 56
SWL 18.0
Drilled 'Z7 November 1956
Qua ternary - Alluvium -
S11 t and Clay
S11 t and Sand
Gravel, medium to coarse
Gravel and Silt
Gravel, fine, medium, coarse
Permian - Wellington
Shale
'"
142.30cdd
GE 1233.29
SWL 17.4
Drilled 29 November 1956
Quaternary - Alluvium
S11 t and Clay
Silt and Fine Sand
.Gravel, fine, medium to coarse
Permian - Wellington
Shale, blue
A-19
Thickness
Feet
WTE 120:1..;
30
4
5
20.5
10.5
5
WTE 1211.6
12
7
12
4
9
5
WTE 1215.9
13
9
30
5
Depth
Feet
.30
34
39
59.5
70
75
12
-19
31
35
44
49
13
22
52
57
.r
I
- - ¡
-
t
- - ¡
- -=-q;!",-",
--~-~
..- --~.,..
-~:-'?-_:. ~~~f
. :_~ -~~~-:';::=.=~
Thickness Depth
Feet Feet
. (29) 14325ddd GE 1230.28 SWL 15.0 WTE 1215.3
Drilled 28 November 1956
Quaternary - Alluvium
Sil t and Clay 19 19
Gravel and Silt 12 31
Clay 5 36
Gravel, fine, medium to coarse 14 50
Clay 3 53
Gravel, some silt 7 60
Clay 7 67
Permian - Wellington
- . "Shale 5 72
(27) 14325acd GE 1230.00 SWL 20.3 WTE 1209.7
Drilled 27 November 1956
Quaternary - Alluvium
8 Silt and Clay 19 19
Gravel, fine, medium and coarse 30 49
Permian - Wellington
Shale, blue 5 54
(36) 14325dcc GE 1237.41 SWL 21.7 WTE 1215.7
Drilled 3 December 1956
Quaternary - Alluvium
Silt and Clay 31 31
Sand and Silt -5 36
Gravel, fine to medium 5 41-
Gravel, fine, medium to coarse 17 . 58
Silt .and Clay J 61
Sand and Silt 6 67
Gravel and S11 t 11 78
Permian - Wellington
Shale, blue 5 83
8
A-20~'
.. --.......-. .-....__..-
Thickness Depth
Feet Feet
. (38) 14325bdd GE 12.35,.33 SWL 23.7 WTE 1211.6
Drilled 4 December 1956
Quaternary - Alluvium
Silt and Clay 29 2fJ
Gravel and Silt 7 .36
Gravel, fine, medium to coarse 13 49
Gravel and Silt 9 '58
Clay and Silt 3 61
Gravel, fine, medium to coarse 8 69
Silt and Clay 3 72
Gravel with Silt 12 84
Permian - Wellington
Shale, blue 5 89
(37) 14325ccc GE 1237.20 SWL 23.3 WTE 1213.9
Drilled 3 December 1956
Quaternary - Alluvium
. Silt and Clay 31 31
Gravel and Silt 3 34
Gravel, fine, medium to coarse 14 48
Gravel and Silt 3 51
Sil t and Clay 28 79
. Permian - Wellington
'. ,
"
Shale 5 84 'r
.
(32) 14231 ccc GE 1241.79 SWL 23.3 WTE 1218.5 H
Drilled 30 November 1956
Quaternary - Alluvium J
Silt and Clay 35 35
Gravel, fine, medium, coarse 17 52 ;r
Gravel,: some silt ~ 58
,il
Permian - Wellington U
.
Shale, blue 5 63
8 «
A- 21
I
1
f
.
1
1
1
I
]
J
J
~8
I
I
]
I
I
1
I
8
I
J
. (31), 14336daà GE 1238.66 SWL 18.5
Drilled 29 November 1956
Quaternary - Alluvium
Silt and Clay
Gravel, fine, medium to coarse
Permian - Wellington
Sþ.ale, blue
(OB4) 14336add (Same as (31»)
.(34) 14336dcc GE 1244.17 SWL 23.0
(35)
Drilled 30 November 1956
Quaternary - Alluvium
Silt and Clay
Sand a~d Silt
Gravel, fine, medium to coarse
Sil t and Clay
...qt'avel, fine, medium to coarse,
cemented zones 71',77' and 78'
Clay
Permian - Wellington
Shale
14336dbb
GE 1240.68
SWL 23.8
Drilled 3 December 1956
Quaternary - Alluvium
Silt and Clay
Sand and Silt
Gravel, fine, medium to coarse
Sil t and Clay
Gravel and Silt
Silt and Clay
Gravel, fine, medium to coarse
Permian - Wellington
Shale, blue
A -22
..
Th~e88
Feet
WTE 1220.2
25
3Ó
5
WTE 1221.2
Depth
Feet
25
55
60
34 34
5 39
28 67
5 72
. t'.
7 79
2 81
5
WTE 1216.9
29
4
25
3
17
2
S
5
86
~
33
58
61
78
80
85
90
.
(33)
.
8
1526baa
GE 1233.97
Drilled 30 November 1956
Quaternary - Alluvium
SWL 14.9
S11 t and Clay
Sand and S11 t
Sand, £ine to medium
Gravel, £ine, medium to coarse
Silt
Gravel, fine, medium to coarse
Permian - Wellington
Shale, blue
A-23
Thickness
Feet
WTE 1219~1
5
5
10
13
1
15
5
.~
IJ
Depth
Feet
f
:1
J
I
I
J
I
J
..J
1
:1
II
.5
10
20
33
34
49
54
.~
.
~I
.-40;
I
I
I
I
!
.
A'ITACHMENT 9
Water Well Information
8
8
ATI'ACHMENT 9
~at.r ~ell Information
Salina Public ~ater supply Wells Site
~ell Sampled Date Total Screened P~ Discharge Population Static ~ater MP above or below Elevation (ft)
and Owner Drilled Depth Interval Setting Rate Served* Level Below MP (+/-) land above lsd) of
(ft) ft) (ft) (GPM) (ft) Date surface (ft) MP
Salina P'oIS #1 74 60 1150 1726 42.1 10/29/91 + 2.0 1230.50
Sal ina PWS #2 1/38 70 49-69 58.8 825 943. 40.9 10/29/91 + 1.9 1229.40
Salina PWS iI3 12/41 85 59-79 70 900 488 41.9 10/29/91 + 1.0 1229.46
Salina P~S #4 70 66.2 1376 1042 41.9 10/29/91 +.4 1229.96
Sal ina PWS #5 1930 60 49 980 1269 38.9 10/29/91 + 2.3. 1230.72
Salina PWS #6 1931 80.2 38-78 70 950 1134 41.6 10/29/91 + 2.2 1230.10
Sal ina PWS #7 1938 69 60 1250 1564 42.4 10/29/91 + 4.3 1228.38
Sal ina PWS #8 1940 73.5 60 1000 . 1163 40.2 10/29/91 + 2.3 1227.02
Salina PWS;#10 6/48 74.5 49-69 60 1276 1307 41.1 11/05/91 1227.72
Salina PWS #11 8/53 74.7 50-70 60 .1100 1522 39.2 07/07/92 + 6 1226.15
Salina PWS #12 8/53. 73.5 58-13 60 1230 1897 40.25 10/29/91 + 5 '~26.30
. Salina PWS #13 -old 1/54 76 56-71 NA 41.09 05/07190 + 6 1227.10
Salina PWS #13 -new 1989 75.3 55-75 850 1077 43 92,R 2
Sal ina PWS #14 10/54 72.8 47-67 60 950 1C3'i 39.1 11/05/91 1225.82
al ina PWS #15 4/57 89 74-89 80 900 1053 40.25 10/29/91 + 6.8
Sal ina PWS #16 5/57 81 66-81 .70 800 940 40 10/29/91 + 8.7
James Betts (28) 1989 59 53-59 NA 40.48 07/92 + 1.2 1235.38 **
S. C. McCrae 1964 60 NA 35.7 11/91 0.0 1225.68 **
Dr. John Miller 1989 75 62-72 5 NA 37.9 11/91 + 1.0 1223.71 **
St. Johns Hospital,#2 1971 78 25 NA 35 11/91
Dennis Lilly (32) 1977 60 57-60 50 10 NA 41.15 11/91 + 1.0 1230.55 **
1st.Presb Church (33) 40 NA
Clyde Reed (26) 2/82 49.2 46-49 46 5 NA 33.25 07/92 . 5.3
James Pickering 50 NA
* Based on water use information for. 1991, provided by Jim Wendell (1992), Population of Salina (1990), number of meters
served by Saline County Rural Water District No.3 (1992) and average number of persons per household (1990).
** Elevation surveyed by ICDHE on November 5 and 6, 1991
ABBREVIATIONS:
ft = Feet P\IS = Public Water Supply
GPM = Gallons Per Minute LSD = Land Surface Datum
MSL = Mean Sea Level NA = Not Appli cabl e
HP = Measuring Point TO = Total Depth
8 = Unknown () = Well and SalTple number used in SSI report
~
Sources: Wendell, Hay 8, 1990 and July 21, 1992; KDHE/BoY, Yater Yell Records: Salina PYS Yells Site
Files, SSI and ESI Field Notes: KDHE/BoY, Public Yater Supply Section, Salina PYS Files; Rural
Water District Association, 1992: U. Y. Bureau of the Census, 1990: Yilson & Company 1957.
.
ATTACHMENT 10
VOC Analyatic Data - Salina PWS Wells:
December 1990 to July 1992
.
8
AnACIIEIIT 10
December 1990 - July 1992 Volatile Organic Analytical Data, Ground Water Samples - Wells
Salina Public Water Supply Wells Site
(U1lts In I4I/L)
ell Depth T/C Ethyl Carbon
8tion (ft)! Date LAB PCE TCE 1,2-DCE Benzene Benzene Toluene 1,1-DCE 1,2-DCA Tet Tot Xyl EDB
MCL 5.0 5.0 100/70 700.0 5.0 1,000 7.0 5.0 5.0 10,000 0.05
PWS', 60 10/29/91 ICDHE 3.9 0.6 NO ND ND NO NO NO NO ND NO
PWS tit 1/07/92 ICDHE 4.2 0.6 ND ND NO ND NO NO NO ND NO
PWS #2 59 10/29/91 ICDHE NO ND ND ND ND ND ND ND NO ND ND
PWS #3 70 12/31/90 WILSON 2.7 ND ND NO 1.7 NO ND 0.5 4.0 ND ND
PWS #3 8/21/91 WILSON 1.4 NA NA NA NA NA NA ND NA ND ND
PWS '3** 10/29/91 ICDHE NO ND ND ND 22.2 ND NO 7.7 2.8 NO ND
PWS #3 11/5/91 ICDHE 17.5 1.9 ND ND ND ND ND 0.5 3.1 ND ND
PWS #3 1/03/92 WILSON ND NO ND ND ND ND ND 3.6 0.9 ND ND
P\iS #3 4/22/92 CONTNl 1.3 ND NO NO 9.1 ND ND 1.2 NO NO ND
P\iS #3 6/10/92 CONTNl 1.7 NO NO NO 7.8 NO NO 4.3 NO NO NO
P\iS #3** 1/01/92 KOHE NO NO NO NO 3.8 NO NO 5.0 NO ND ND
P\iS #3 7/07/92 CONTNL 0.6 0.8 NA NO 3.8 NO NO 4.5 0.3 ND NA
P\iS #4 66 12/31/90 WILSON 2.1 NO NO NO NO NO NO NO 0.9 ND ND
PWS #4 8/27/91 WILSON 21.0 NA NA NA NA NA NA NA NA NA ND
10/29/91 ICDHE 0.9* ND ND ND ND NO ND ND NO NO ND
#4 1/03/92 WI LSON 0.8 NO NO ND ND NO ND NO NO NO ND
P\iS #4 7/07/92 ICDHE 6.7 NO NO NO ND ND ND NO NO NO NO
P\iS #4 1/01/92 CONTNl 6.0 NA NA NA NA NA NA NA NA NA NA
PWStIS 49 12/31/90 WILSON 11.0 ND ND ND ND NO 0.7 NO 0.6 ND ND
P\iS #5 8/21/91 WILSON ND ND NA NA NA NA NA NA NA NA NA
P\JS tIS 10/29/91 KOHE NO NO NO ND NO NO NO NO ND NO ND
PWS #5 1/03/92 WILSON 31.0 0.6 NO ND NO NO ND NO ND ND ND
P\iS #6 70 12/31/90 WILSON ND ND ND ND ND ND ND ND ND NO ND
P\iS #6 8/21/91 WILSON NA ND NA NA NA NA NA NA ND NA ND
PWS #6 10/29/91 ICDHE ND ND NO ND ND ND NO ND ND ND ND
P\iS #6 1/03/92 WI LSON ND ND ND NO NO ND ND ND ND ND ND
P\JS#6 7/01/92 ICDHE ND ND ND ND ND ND ND ND ND NO ND
P\iS #6 1/01/92 CONTNL ND 1.0 NA NA NA NA NA NA NA NA NA
P\iS'7 60 10/29/91 ICDHE ND ND ND ND ND NO NO NO NO NO NO
P\iS #8 60 8/27/91 \iILSON 22.0 NA NA NA NA NA NA NA NA NA NA
P\iS #8 10/29/91 ICDHE 1.0* NO ND NO ND NO NO NO NO ND ND
1/03/92 \iILSON 3.3 ND NO ND ND ND NO NO NO NO NO
7/07/92 KDHE 6.6 NO NO ND ND NO NO NO NO NO NO
P\JS #8 7/07/92 CONTNl NO NA NA NA NA NA NA NA NA NA NA
Page 1 of 2
ATTACJIElr 10
(Contiru!d)
December 1990- July 1992 Volatile Organic Analytical Data, Ground Water Samples - Wells
Salina Public Water Supply Wells Site
(units in ..g/L)
T/C Ethyl Carbon
Date LAB PCE TCE 1,2-DCE Benzene Benzene Toluene 1,1-DCE 1,2-DCA Tet Tot Xyl EDB
MCL 5.0 5.0 100170 700.0 5.0 1,000 7.0 5.0 5.0 10,000 0.05
PWS '10 60 10/29/91 KDHE ND ND ND ND ND ND ND ND ND ND ND
PWS '11 60 8/27191 WILSON NA NA NA NA NA NA NA 2.3 NA NA ND
PWS '11 10/29/91 KDHE 1.3 1.3 ND ND ND ND ND 3.6 ND ND ND
PWS '11 7/07/92 KDHE ND 2.1 ND ND ND ND ND 5.7 ND ND ND
PWS '11 7/07/92 CONTNL NA NA NA NA NA NA NA 5.4 NA NA NA
PWS '12 60 8/27191 WILSON ND ND NA NA NA NA ND ND NA NA ND
PWS '12 10/29/91 KDHE ND ND ND ND ND ND ND ND ND ND ND
PWS #12 7/07/92 KDHE ND ND ND ND ND ND ND ND ND ND ND
PWS #12 7107/92 CONTNL ND 0.7 NA NA NA NA ND 0.5 NA NA NA
PWS #13 65 10/29/91 KDHE 0.9* ND ND ND ND ND NO ND ND ND ND
PWS #13 7107192 KDHE ND 1.9 ND ND ND ND ND 5.8 ND ND ND
PWS '14 60 10/29/91 KDHE ND ND ND ND ND ND ND ND ND ND ND
PWS #15 80 8/27/91 WILSON NA 1.4 NA NA NA NA NA 3.4 NA NA ND
10/29/91 KDHE ND 1.0 0.5 ND ND ND ND 2.5 ND ND ND
5 7/07/92 KDHE ND 1.2 ND ND ND ND ND 4.3 ND ND ND
P\IS '15 7107192 CONTNL NA 1.5 NA NA NA NA NA 3.1 NA NA NA
PWS '16 70 10/29/91 KDHE ND ND ND ND ND ND ND ND ND ND ND
REED 47 11/05/91 KDHE 17.0 8.1 13.1 ND ND ND ND ND ND ND ND
REED 7/21/92 KDHE 21.2 9.0 11.6 ND ND ND ND ND ND ND ND
BETTS 55 11/05/91 KDHE ND ND ND ND ND ND ND ND 2.6 ND ND
LILLY 60 11/05/91 KDHE ND ND ND ND ND ND ND ND 0.7 ND ND
1PRES 40 11/05/91 KDHE ND ND ND ND ND ND ND ND ND ND ND
MCCRAE 60 11/06/91 KDHE ND ND ND ND ND ND ND ND ND ND ND
JMI LLER 65 11/05/91 KDHE 4.6 1.5 ND ND ND ND ND 3.9 0.7 ND ND
JMILLER 7/21/92 KDHE 3.0 1.0 ND ND ND ND ND 2.6 ND ND ND
PICKERIN 50 11/06/91 KDHE 3.2 0.5* ND ND ND ND ND ND ND ND ND
PICKERIN 7/10/92 KDHE 1.9 ND ND ND ND ND ND ND ND ND ND
STJOHN#2 65 11/05/91 KDHE ND ND ND ND ND ND ND ND NO NO NO
ABBREVIATIONS:
ND - Not Detected NA - Not Analyzed
ug/L - Micrograms per Liter LAB - Testing Laboratory
PCE - Tetrachloroethylene TCE - Trichloroethylene
~W-DCE - Trans/cis 1,2-Dichloroethylene 1,1-DCE - 1,1-Dichloroethylene
- 1,2-Dichloroethane Tot Xyl - Total Xylenes
MC - Maximum Contaminant Level * - Below reporting limit
! - Sample depth (or pump setting). For total and top of screen depths, see Attachment 10.
1PRES - First Presbyerian Church
Page 2 of 2
.
A'ITACHMENT 11
Environmental Assessment of the Former Huntsingers Store
in Salina, Kansas
Prepared by Plains Environmental Services
.
.
- .JUN 15 '92 03:01PM KDHE NCDO SALINA KS
P.2
.' .
.
ENVIRONMENTAL ASSESSMENT OF THE
FORMER HUNTSINGERS STORE IN SALINA, KANSAS
FOR
MR. BRUCE SEIN
AND
GREAT-PLAINS FEDERAL CREDIT UNION
605 S. OHIO
SALINA, KANSAS
8
JUNE 15, 1992
PREPARED BY:
PLAINS ENVIRONMENTAL SERVICES
601 N. BROADWAY
SALINA, KANSAS
67401
8
..
- ,!UN 15 '92 03:02PM KDHE NCDO SALINA KS
. "
.
.
8
1.
INTRODUCTION
On 11 June 1992, Plains Environmental Services (PES)
performed a Phase II Environmental Assessment at the former
Huntsingers Store at 211 S. Santa Fe in Salina, Kansas.
The area investi~ated includes Lot 143 and the north 1/2 of
Lot 145 located ~n the southeast block intersected by Santa
Fe Avenue and Iron Street.
The purpose of this environmental investigation is to
determine if volatile organic contaminants (VOCS) are
present in the groundwater surrounding the former
Huntsingers Store. Mr. Bruce Sein, an interested buyer, and
Great Plains Credit Union, present owner, indicated that a
dry cleaning facility had been located on this property at
one time. The presence of VOCs (.commonly used dry cleaning
solvents) in groundwater at this location would be of
interest to the ~resent and future owners of this property.
Since a Phase I ~nvestigation was not performed on this
property, -PES determined that the analysis of groundwater
samples for VOCs would provide an efficient and economical
snapshot of potential contamination problems at the'site.
II.
SITE INVESTIGATION
PES performed a site assessment which included collecting
and analyzing groundwater samples for volatile organic
compounds. Of particular interest were the detection of
petroleum hydrocarbons (due to the site location from the
old Firestone 'building) and the dry cleaning solvent
tetrachloroethene. Access to potential contamination sites
on the property were limited due to the size of the building
with respect to the lot size, sidewalks to the west of the
building, adjacent buildings to the north and south of the
Huntsingers building, and the alley to the east which
covered many utility lines. It was determined that
groundwater samples would provide the best indication of
potential site contamination due to petroleum hydrocarbons
or dry cleaning solvents. Sample locations are shown on the
aerial photograph provided by Great Plains Credit Union
(Figure 1). '
Neither non-volatile organic chemicals nor inorganic
contaminants i.e. heavy metals were investigated as possible'
contaminants -' .
Page 1 ot 3
P.4
. .,. ..'. . Jt.t4 15 '92 03: 03PM KDHE NCDO SALINA KS
.
8
8
III.
RESULTS
Results of groundwater sample analyses indicated the
presence of tetrachloroethene (PCE). Trace amounts of
trichloroethene (TCE) were also detected in several
groundwater samples. PCE was commonly used as a dry
cleaning solvent. TCE has also been used as a dry cleaning
solvent but is more likely a contaminant found in PCE or a
degradation product of PCE. No petroleum hydrocarbons or
other volatile organic compounds were detected in the
groundwater samples. Highlighted in Figure 1 is the
~rojected area of groundwater contamination. Table 1
~ncludes the analytical results of the groundwater samples
collected.
Table 1.
Analytical Results.
Sample Location Analyte Concentration
(ug/L)
C ((.or
#1 <.'HCid VfY -;../¡,J.'" J. 0.19
TCE ND
#2 PCE 11.6
TCE 0.22
#3 PCE 0.3
TCE ND
#4 PCE 25.9
TCE 0.12
-
#5 PCE 7.58
TCE 0.12
#6 PCE 46.5
TCE 1.38
PCE = Tetrachloroethene, detection limit = 0.002 ug/L
TCE = Trichloroethene, detection limit = 0.02 ug/L
ND = Not detected
Page 2 of 3
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ENVIRONMENTAL SERVICES
SALINA, KlìNSAS
JUNE 1992
.
A'ITACHMENT 12
Site Latitude-Longitude Coordinate Calculation Worksheets
.
.
.
8
,8
LATITUDE AND LONGITUDE CALCULATION WORKSHEET #1
LI USING CUSTOM RULER OR CooRDINATOR~
SITE NAME: Salina PWS Wells
CERCLIS #:
KSD984966770
AKA:
SSID:
ADDRESS:
401 S. Fifth Street
CITY:
Sal ins
STATE: Kansas
ZIP CODE:
67401
SITE REFERENCE POINT:
Salina PWS Well #3
USGS QUAD MAP NAME: Salina, Kansas
TOWNSHIP: 14 S
RANGE:
03 W
1/4 SW
SCALE: 1:24,000
MAP DATUM: 1927
MAP DATE: 1955
SECTION
13
1/4 NW
1/4 NE
PHOTOREVISED: 1978
MERIDIAN: 6TH PRIME
COORDINATES FROM LOWER RIGHT (SOUTHEAST) CORNER OF 7.5' MAP (attach photocopy):
LONGITUDE: 97 °
30'
00"
LATITUDE: 38°
45'
00"
--
COORDINATES FORM LOWER RIGHT (SOUTHEAST) CORNER OF 2.5' GRID CELL:
LONGITUDE: 97°
35'
00"
LATITUDE: 380
50'
00"
--
CALCULATIONS: LATITUDE
(7.5' QUADRANGLE MAP)
A) ALIGN THE BOTTOM OF THE SCALE WITH BOTTOM OF GRID. ALIGN THE TOP OF THE
SCALE WIT THE TOP OF THE GIRD. POSITION EDGE OF RULER OVER SITE REFERENCE POINT
WHILE KEEPING TOP AND BOTTOM ALIGNED.
B) READ TICS ON RULER AT 1- OR 0.5-SECOND INTERVALS (INTERPOLATE).
C) EXPRESS IN MINUTES AND SECONDS (1' = 60"):
0'
01
.00"
--
D) ADD TO STARTING LATITUDE: 380
50'
00 . 0" +
0'
01
.00"
=
----
---
SITE LATITUDE: ~ ~ ~. ~ I
CALCULATIONS: LONGITUDE (7.5' QUADRANGLE MAP)
A) ALIGN THE BOTTOM OF THE SCALE WITH RIGHT SIDE OF GRID. ALIGN THE TOP OF THE
SCALE WITH THE LEFT SIDE OF GRID. POSITION EDGE OF RULER OVER SITE REFERENCE
POINT WHILE KEEPING TOP AND BOTTOM ALIGNED.
B) READ TICS ON RULER AT 1- OR 0.5-SECOND INTERVALS. (INTERPOLATE).
C) EXPRESS IN MINUTES AND SECONDS (1' = 60"):
l'
26 . 00"
--
D) ADD TO STARTING LONGITUDE:
97°
35'
00
0" + 01' 26 . A" =
--
---
SITE LONGITUDE: ~ ~ ~ .~I
INVESTIGATOR:
Robert Brown
DATE: July 1992
SITE NAME: 'Salina PWS Wells
. 9u'7°37-""'-"Ù""""""""""'"
~ ' ' "-,,.' , , "
30'~ , , ,~
. NUMBER: KSD984966770
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TOPOGRAPHIC MAP QUADRANGLE NAME: Salina, Kansas
COORDINATES OF LOWER RIGHT-HAND CORNER OF 2.S-MINUTE GRID:
LATITUDE: 380 50. 01. LONGITUDE: 970 36' 2&0.
--- ---
SCALE: 1 :24,000
-U,5 COVtJlNMENT PlUNTlNCOfFICE: I" I. S. 8.18 "'0 S 0 S
E-ll
.
.
8
8.
9.
11.
12.
Jone 1993
30
Salina PWS Wells ESI
8.
REFERENCES
1.
United States Geological Survey, 7.5-minute topographic quadrangle maps of Kansas: New
Cambria, Salina, Salina SW, and Trenton, all 1955 and photorevised in 1978.
2.
United States Environmental Protection Agency, "Standard Operating Procedure to
Determine Site Latitude and Longitude Coordinates," 1991. Calculation worksheet for
Salina Public Water Supply Wells Site (see Attachment 12).
3.
Mary Knapp, with the Kansas Weather Data Library at Kansas State University, telephone
conversation with Pam Chaffee, KDHE, August 10, 1992, Re: Climatological Data for
Salina, KS.
4.
Jim Wendell, Superintendent for the City of Salina's Water Division, telephone
conversation with Pam Chaffee, KDHE, September 20, 1990, Re: Surface Water Use by
Salina PWS.
5.
Kansas Department of Health & Environment, Bureau of Environmental Remediation,
Scanning Site Investigation of the Salina Public Water Supply Wells Site, Saline County,
Kansas, September 1990.
6.
Kansas Department of Health & Environment, Bureau of Water, Salina Public Water
Supply files.
7.
Kansas Water Resources Board, State Water Plan Studies, Part A: Preliminary Appraisal
of Kansas ~ater Problems, Section 12. Smoky Hill Unit, June 1962 (pp. 75, 76, 95, 97).
42 U.S.C. 300 et seq. (Safe Drinking Water Act).
Rachel E. Miller, A Survey of Organic Carbon and Trihalomethane Formation Potential
in Kansas Groundwaters, 1987, unpublished Master's Thesis, University of Kansas.
10.
Federal Register. Vol. 44, No. 231, National Interim Primary Drinking Water Regulations;
Control of Trihalomethanes in Drinking Water, 1979 (pp. 68624-68642).
Jim Wendell, Superintendent for the City of Salina's Water Division, telephone
conversation with Pam Chaffee, KDHE, August 12, 1992, Re: Salina's PWS chlorination
processes.
Kansas Department of Health & Environment, Bureau of Environmental Remediation,
Preliminary Assessment of the Salina Public Water Supply, Saline County, Kansas, 1988
(pp. 1, 2, 4).
.
18.
19.
. 20.
21.
22.
23.
24.
25.
26.
8 27.
J one 1993
31
Salina PWS Wells ESI
13.
Jim Wendell, Superintendent for the City of Salina's Water Division, telephone
conversation with Pam Chaffee, KDHE, October 21, 1991, Re: Sampling the Salina PWS
wells.
14.
Jim Wendell, Superintendent for the City of Salina's Water Division, telephone
conversation with Pam Chaffee, KDHE, November 15, 1991, Re: Salina PWS Well #3.
15.
Kansas Department of Health & Environment, Bureau of Environmental Remediation,
Salina Public Water Supply Wells Site files.
16.
Kansas Department of Health & Environment, Bureau of Environmental Remediation,
Salina Public Water Supply Wells Site, ESI field notes and memoranda.
17.
Kansas Department of Health and Environment, Bureau of Waste Management, RCRA
and Hazardous Waste Generators files for Salina, Kansas, 1991-1992.
Polk Directories for Salina, Kansas, 1921-1991(?)
Sanborn Insurance Company, Fire Insurance Maps for Salina, Kansas, 1931 to 1962.
Douglas M. Considine, editor-in-chief, Chemical and Process Technology Encyclopedia.
McGraw-Hill Book Company, 1974, pg. 835. .
Priority Analytical Laboratory, Inc. analytical results for water sample from MW-5 at the
Long-McArthur, Inc. facility (Project #1903002) on March 26, 1992.
Kansas Department of Health and Environment, Bureau of Environmental Remediation,
Storage Tank Section, UST and LUST files for Salina, Kansas, 1991 and 1992.
Peter Denning, KDHE/BA WM/NCDO, visit with Pam Chaffee, KDHE, October 11, 1990,
Re: Potential Sources in and Historical Information about Salina, Kansas.
Kansas Department of Health and Environment, Bureau of Environmental Remediation,
Spill Report Files.
Agency for Toxic Substances and Disease Registry, October 1991, Toxicological Profile for
Tetrachloroethylene, pp. 3, 4, 53, 66.
Agency for Toxic Substances and Disease Registry, October 1991, Toxicological Profile for
Trichloroethylene, pp. 3 and 35.
Agency for Toxic Substances and Disease Registry, October 1992, Toxicological Profile for
1.2-Dichloroethane, pp. 3 and 4.
.
8
8
34.
35.
36.
37.
38.
39.
40.
41.
.J one 1993
32
Salina PWS Wells ESI
28.
Code of Federal Regulations, 40, Chapter 1, Part 141, Subpart G, July 1, 1991 edition,
pages 670-671. .
29.
Agency for Toxic Substances and Disease Registry, May 1989, Toxicological Profile for
Benzene. pp. 1, 73, and 102.
30.
Agency for Toxic Substances and Disease Registry, October 1990, Toxicological Profile for
1.2-Dibromoethane, pp. 1 and 66.
31.
N. Irving Sax and Richard J. Lewis, Sr., Hawley's Condensed Chemical Dictionary.
Eleventh Edition, Van Nostrand Reinhold Company, 1987, page 486.
32.
Agency for Toxic Substances and Disease Registry, October 1991, Toxicological Profile for
Vinyl Chloride.
33.
Agency for Toxic Substances and Disease Registry, December 1989, Toxicological Profile
for 1.2-Dichloropropane, pp. 1, 76.
Federal Emergency Management Agency, Flood Insurance Study, City of Salina, Kansas,
Saline County, Community Number - 200319, February 5, 1986.
Bruce F. Latta, Ground-Water Conditions in the Smoky Hill River Valley in Saline,
Dickinson, and Geary Counties, Kansas: State Geological Survey of Kansas Bulletin 84,
1949, pp. 28, 30, 39, and Plate 1.
Wilson & Company Engineers & Architects, City of Salina, Kansas, Water Supply
ExplorationS Report, May 1957, pp. , and Sheet Nos. 2, 3, and 4.
Kansas Department of Health & Environment, Bureau of Water, Water Well Records.
R. Allan Freeze and John A. Cherry, Groundwater, Prentice-Hall, Inc., 1979, page 29.
Tony Gogel, Discharge of Saltwater from Permian Rocks to Major Stream-Aquifer Systems
in Central Kansas, Kansas Geological Survey, Chemical Quality Series 9, 1981, pages 3, 16.
Carl D. McElwee, et ai, A Study of the Salt-Water Intrusion Problem Between Salina,
Kansas and Solomon, Kansas, in the Smoky Hill River Valley, Kansas Geological Survey,
Open-File Report 81-3, page 1.
Jim Wendell, Superintendent for the City of Salina's Water Division, information provided
to Pam Chaffee, KDHE, July 21, 1992, Re: Pumpage Data for Surface and Ground Water
Sources to the Salina PWS.
.
.
8
46.
47.
48.
49.
50.
51.
52.
53.
54.
Jone 1993
33
Salina PWS Wells ESI
42.
Kansas Department of Health & Environment, Kansas Water Data Base, Water Well
Program.
43.
United States Bureau of the Census: 1990, Kansas 1990 Household Family, and Group
Quarters Characteristics.
44.
United States Bureau of the Census: 1990, Kansas 1990 Population Totals.
45.
Joan Peterson, Saline County Rural Water District #3, telephone conversation with Danny
Cooper, KDHE, August 30, 1990. Re: Number of metered residences on rural water.
Jim Wendell, Superintendent for the City of Salina's Water Division, telephone
conversation with Pam Chaffee, KDHE, May 3,1990, Re: Sampling the Salina PWS wells.
Kansas Board of Agriculture, Division of Water Resources, 1992, Amount Statistics
Report.
Plains Environmental Services, 601 N. Broadway, Salina, Kansas, Environmental
Assessment of the Former Huntsinger's Store in Salina, Kansas, for Mr. Bruce Sein and
Great Plains Federal Credit Union, 605 S. Ohio, Salina, Kansas, June 15, 1992.
C.O. Geiger, D.L. Lacock, D.R. Schneider, M.D. Carlson, and B.J. Pabst, 1991: Water
Resources Data - Kansas: Water Year 1990. U.S. Geological Survey Water-Data Report
KS-90-1, page 65.
Kansas Administrative Regulations, 1987, Chapter 28, Article 16, Section 28, "Kansas
Surface Water Quality Standards," Table 3 and Figure 4.
Steve Adams, Kansas Department of Wildlife and Parks, telephone conversation with Pam
Chaffee, KDHE, April 13, 1993. Re: Sensitive environment information for the Salina,
Kansas area.
Dewey Castor, Biologist, U.S. Department of Fish and Wildlife, telephone conversation
with Pam Chaffee, KDHE, April 14, 1993. Re: National Wetlands Inventory coverage in
Kansas. .
Kansas Department of Wildlife and Parks, 1993, Threatened and Endangered Species List.
selected pages.
Register of Deeds Office, Saline County Courthouse, Salina, Kansas.
.
8
8
Jone 1993
34
Salina PWS Wells ESI
OTHER REFERENCES CITED
Continental Analytical Services, Inc., Analytical results.
Federal Emergency Management Agency, Flood Boundary and Floodway Map, City of Salina,
Kansas, Saline County, Community-Panel Numbers 200319 0005 and 200319 0015,
February 5, 1986.
Kansas Department of Health and Environment, Geographic Information Systems Center.
Kansas Department of Transportation, Bureau of Transportation Planning, 1983, General
Highway Map of Saline County, Kansas.
Kansas Health and Environmental Laboratory, Analytical results.
Kansas Water Resources Board, State Water Plan Studies, Part A: Preliminary Appraisal of
Kansas Water Problems, Section 8. Solomon-Saline Unit, June 1961 (p. 63).
Marshall Sittig, Handbook of Toxic and Hazardous Chemicals and Carcinogen, Noyes
Publications, 1985, pp. 424, 425.
Rocky Mountain Aerial Surveys, Aerial Photograph of Salina, Kansas, March 9, 1991.
Sandra Voegeli, Environmental Geologist, Kansas Department of Health & Environment, Bureau
of Water, Public Water Section, telephone conversation with Pam Chaffee, KDHE,
September 22, 1992, Re: Wellhead Protection Areas in Salina, Kansas.
State Geological Survey of Kansas, 1964, Geologic Map of Kansas: Map M-l, scale 1:500,000.
U.S. Environmental Protection Agency, Contract Laboratory Program, Analytical results.
Wilson Laboratories, Inc., Analytical results.
.
ATTACHMENT 1
VOC (THM) Analytical Data -
Salina PWS Distribution System:
1978 to March 1985
8
8
ATTACHMENT 1
1918 . March 1985 VOC (THM) Analytical Data' Salina PWS Distribution System
Salina Public Water Supply Wells Site
(units In .4 /L)
. S8q)le Location
MCL 100
Water Treatment Plant (5th and South) 8/07/78 KDHE NA 19 53 ND 90 162
Water Treatment Plant -. 1st Saf11)le 10/19/78 KOHE NA NO NO NO NO NO
Water Treatment Plant -- 2nd Saf11)le 10/19/78 KOHE NA 32 55 5 77 114
Water Treatment Plant -- 3rd Saf11)le 10/19/78 KOHE NA 28 69 3 145 245
Flna Truck Stop 1/07/81 Wi lson NA NO 1.1 46.1 NO 47.2
Municipal Airport 1/07/81 Wilson NA NO 2.1 64.1 1.7 67.9
Municipal Airport 5/19/81 Wilson 74.6 41.0 NO 27.8 112 255.4
Standard Service 5/19/81 Wilson 104 62.4 NO 33.6 122 322
343 N. 9th 8/17/81 Wi lson 27.2 47.7 NO 28.3 12.3 115.5
1910 N. 9th 8/17/81 Wilson 36.3 56.7 NO 35.1 17.8 145.9
1304 Kingsman 8/17/81 Wilson 42.1 66.0 NO 41.6 20.9 170.6
Golf Course 8/17/81 Wilson 76.1 NO NO 45.5 27.8 149.4
2501 Market Place 2/24/83 Wi lson NO 10.0 3.0 10.0 NO 23.0
GSSchilling 5/18/83 Wi lson 18.5 20.5 NO 38.8 44.4 122.2
Gol f Course 5/18/83 Wilson 46.2 35.1 NO 26.8 76.3 184.4
728 N. 8th 5/18183 Wi lson 8.27 16.3 NO 42.5 31.9 98.97
8 Phi II ips 66, 1-70 & 81 5/18/83 Wilson 37.6 31.1 NO 36.9 70.7 176.3
Truck Center 5/18/83 Wi lson 20.6 25.8 NO 50.0 46.3 142.7
QT S. 9th 5/07184 Wilson 9.1 3.6 NO 38.0 7.8 58.5
Fina Truck Stop 5/07/84 Wi lson NO 8.3 2.8 51.4 7.8 62.5
Phillips 66. 1-70 & 81 5/07/84 Wi lson NO 9.4 3.7 68.3 8.8 90.2
Golf Course 8124184 Wi lson NO 31.2 37.4 10.7 37.9 117.2
Municipal Airport 8/24/84 Wilson NO 26.3 31.8 10.3 19.8 88.2
Phillips 66 8/24/84 Wi lson NO 21.9 25.4 9.4 25.1 81.8
Fina Truck Stop 8/25/84 Wi lson NO 5.7 6.8 4.4 21.5 38.4
Daddy's Restaurant 12/28/84 Wilson ND 10.0 7.5 41.7 7.5 66.7
Municipal Golf Course 12/28/84 Wilson NO 7.7 3.2 73.2 2.0 86.1
Fina Truck Stop 12/28/84 Wi lson NO 7.3 5.6 29.8 2.4 45.1
Mr. G's 12/28184 Wi lson NO 6.4 6.0 21.8 3.5 37.7
2501 Market Place 3/07/85 KOHE NO 7.0 1.0 37.0 NO 45.0
ABBREVIATIONS:
BOCM - Bromodichloromethane BRMFORM - Bromoform
DBCM - Oibrochloromethane CHLFORM . Chloroform
DCM - Oichloromethane uglL - Micrograms per Liter
VOC - Volatile Organic Chemical THM . Trihalomethane
8 MCL - Maximum Contaminant Level
Source: KDHE/Bureau of Water, Public Water Supply Section, Salina PWS files.
.
A'ITACHMENT 2
VOC Analytical Data -
Salina PWS Distribution System:
May 1985 to May 1990
.
8
.
LAB LOCATION DATE
MCL
KDHE 300 II. Ash 05-28-8
KDHE 9th & Crawford 05-28-f
KDHE 2501 Market Place D 05-28-f
KDHE 1211 Sunrise Drive 05-28-f
KDHE Hardees 09-13-f
KDHE Ramada 1m (9th & 170) 09-13-f
KDHE 1211 Sunrise Drive 09-13-f
KDHE 2501 Market Place-D 09-13-8
KDHE Hardees 11-26-8
KDHE 2501 Market P l ace-O 11-26-8
KDHE 1211 Sunrise Drive 11-26-8
IIILSON Salina Lab Tap D2-03-8
IIILSON Sat ina Lab Tap 02-06-8
IIILSON Plant Tap 02-10-8
IIISLON Sat ina Lab Tap 02-13-8
IIILSON Salina Lab Tap 02-18-8
KDHE Hardees 03-06-8,
KDHE 2501 Market Place-D 03-06-81
KDHE 1211 Sunrise Drive 03-06-6<
KDHE 300 lIest Ash 03-06-81
III LSON Salina Lab Tap 05.07.8,
KDHE Hardees 05-22-81
KDHE 2501 Market Place-D 05-22-8c
KDHE 1211 Sunrise Drive 05-22-8(
KDHE 300 lIest Ash 05-22-8(
KDHE 2501 Market Place 08-05-8/
KDHE Your Stop Store (1118 II. 9th) 09-10-8/
KDHE Meadowlark School (2200 Glenn) 09.10-86
KDHE Step It Fetch 09-10-86
KDHE 2501 Market Place-D 09-10-86
KDHE Hardees 12-01-86
KDHE 2501 Market Place-D 12-01-86
KDHE 1211 Sunrise Drive 12-01-86
KDHE 300 lIest Ash 12-01-86
IIILSON Sat ina Lab Tap 12-18-86
IIILSON Plant Effluent 02-25-87
Page 1 of 3
5
May 1985 -
-
SAMPLE
POINT 11.2 DCA BENZENE TCE
5.0 5.0 5.0
OS - 5.7
DS - 6.5
DS - 1,.1
OS - 7.91 0.91 0.5
OS
DS
DS
OS
OS - 1.6
OS - - 1.3
OS - 0.9
OS -
OS - 3.3
OS - 2.6
OS
DS
DS 1.1
OS - 1.0
OS - 1.0
OS - 1.2
DS 1.1, 7.2 2.3 1.1
DS 0.7 4.2 2.4 0.7
OS 0.6 3.6 2.3 1.0
OS 0.7 4.3 2.1, 0.8
OS 0.7 4.5 2.5 0.9
DS - -
OS - 0.9 1.9
DS 0.6 1.1,
DS - -
DS - 0.7 1.7
DS - 1.9
OS - 2.2
OS - - 2.3
DS 2.2
OS
OS
.
ata - Sat ina PIIS Distribution System
(Units in .g/L)
Yl TOTAL TIC CHLORO
ZEN XYLENE 1 2 aCE DCM FORM BDCM OBCH BRMFORM TOTAL
0.0 10000.0 100/70 - lTHM\ OHM) OHM\ ITHM1 THMs
- - - - 17.1 21,.8 26.3 6.9 75.10
- - - - 20.1, 23.6 20.9 5.5 70.1,0
. - - - 21.9 26.6 21,.2 6.9 79.60
. - - - 23.7 30.1 28.1, 8.1 90.30
. - - - . 1.1 6.1 11,.5 21.70
- - - - 2.1 11.8 31,.2 48.10
- - - - 2.0 10.3 22.2 34.50
- - - - 1.7 10.1 27.7 39.50
- - - - Lo 5.0 11,.7 20.70
- - - - 1.7 8.9 25.4 36.00
- - - - 1.6 8.2 21,.3 31,.10
- - . 1.2 5.0 13.0 26.0 1,5.20
- - - - 3.7 15.0 37.0 55.70
- - - - 3.8 11.0 23.0 37.80
- . - - 3.5 12.0 27.0 42.50
0.00
- - - - 2.1 7.9 21.0 31.00
- - - - 1.4 6.4 17.2 25.00
- - - - 1.6 8.1 25.3 35.00
- - - - 1.5 7.7 22.5 31.70
. - - 0.5 1.4 6.5 15.5 23.90
- - - 1.8 4.3 19.0 51.0 76.10
- - - 0.9 2.0 7.3 15.2 25.40
- - 0.8 1.9 9.1, 24.3 36.40
- - - 0.8 2.1 8.4 20.8 32.10
- - - 0.8 2.0 7.3 14.7 21,.80
- - - - - - - 0.00
- - - 32.5 34.4 35.3 5.6 107.80
- - - 35.7 36.2 36.8 5.7 111,.1,0
- - - 37.0 38.6 36.9 5.5 118.00
- - - 32.4 35.1 36.3 5.7 109.50
- - - - 1.6 7.5 19.4 28.50
- - - - 2.0 12.0 26.8 40.80
- - - - 1.9 9.6 22.2 33.70
- - - - 1.7 8.1 18.3 28.10
0.00
- - - - 2.1 7.9 21.0 31.00
0.00
- - - - 2.8 11,.0 28.0 44.80
. ATTACHMENT 2
May 1990 Volatile Organic Chemical Analytical D
Salina Public lIater Supply lIells
CARBON ETHYl
TET BENZE
5.0 700
5
6
.
Hay 1985 - Hay
lAB lOCATION OATE SAMPLE
POINT 1 2 DCA E
MCl 5.0
I/ILSON After Filter 03-04-87 OS -
KDHE Holldome 03-09-87 OS -
KOHE 2501 Harket Place-O 03-09-87 OS -
KOHE 1211 Sunrise Drive 03-09-87 OS -
KOHE 300 I/est Ash 03-09-87 OS -
I/ILSON After Filter 03-18-87 OS -
I/llSON After Filter 03-25-87 OS -
I/llSON After Filter 04-01-87 OS -
KOHE Ramada Inn 05-26-87 OS -
KOHE 2501 Harket Place-O 05-26-87 OS -
KDHE 1211 Sunrise Drive 05-26-87 os -
KOHE 300 I/est Ash 05-26'87 OS -
KOHE Airport Terminal 09-10-87 OS -
KOHE 2501 Market Place-O 09-10-87 OS
KOHE 1211 Sunrise Drive 09-10-87 OS
KOHE 300 I/est Ash 09-10-87 OS -
I/ILSON Sal ina lab Tap 11-16-87 os
KOHE Airport Terminal 11-30-87 os
KDHE 2501 Market Place-O 11-30-87 OS -
KOHE 1211 Sunrise Drive 11-30-87 OS -
KDHE 300 I/est Ash 11-30-87 OS -
KDHE Holiday Inn (1616 Crawford) 03-07-88 os
KOHE 300 I/est Ash 03-07-88 OS -
KOHE 2501 Market Place-O 03-07-88 OS -
KDHE Meadowlark Ridge School 03-07-88 OS -
KOHE Municipal Golf Course 06-09-88 OS -
KDHE Va-Tech School 06-09-88 OS
KDHE Salina Public library 06-09-88 OS -
KOHE 2501 Market Place-D 06-09-88 OS -
KDHE Va-Tech School 09-12-88 OS -
KOHE 2501 Market Place-O 09-12-88 OS -
KOHE Meadowlark Ridge School 09-12-88 OS -
KOHE Sal ina Appl iance Showroom 09-12-88 OS -
KOHE 521 E. Gail Street 03-13'89 OS NA
KOHE Golf Course 03-13-89 NA
KOHE 16161/. Crawford 03-13-89 OS NA
KOHE 740 N. 9th 03-13-89 OS NA
Page 2 of 3
NA
NA
NA
NA
.
tribution System
CHlORO
)CE DCM FORH BOCH OBCH BRHFORH TOTAL
ro - CTHH) CTHM) CTHH) CTHH) THHs
0.00
- - 3.0 10.0 44.0 57.00
0.00
- - 1.6 8.3 22.6 32.S0
- - 1.9 9.9 24.4 36.20
- - 1.4 6.9 17.3 2S.60
- 0.5 1.4 6.2 14.9 23.00
- - 2.8 18.0 41.0 61.80
0.00
- - 1.8 11.0 32.0 44.80
0.00
- . 1.7 7.9 24.0 33.60
- 0.5 1.2 7.4 27.7 36.80
- 0.5 1.0 6.2 21.7 29.40
- - 1.3 7.0 15.3 23.60
- - 1.1 5.9 11.1 18.10
- 21.5 27.4 31.5 24.1 104.50
- 34.7 41.5 39.5 6.0 121.70
- 34.6 42.6 41.5 5.6 124.30
- 38.5 43.9 39.5 6.0 127.90
- 11.0 18.0 16.0 - 45.00
- - - - 0.00
- 30.7 30.1 20.9 3.3 8S.00
- 4.5 8.5 15.9 23.6 52.50
- 1.0 3.3 11.8 26.7 42.80
- 0.8 2.9 9.9 21.2 34.80
- 0.6 2.2 8.7 23.6 35.10
- 0.6 2.3 9.5 28.4 40.80
- 0.7 2.3 9.3 25.4 37.70
- 1.0 2.9 12.3 48.0 64.20
0.8 15.2 21.8 23.7 5.0 65.70
0.7 17.3 25.5 28.4 5.8 77.00
0.8 13.0 19.3 22.7 5.7 60.70
1.1 13.9 20.5 23.5 5.4 63.30
- 13.1 27.7 44.7 19.7 10S.20
- 12.3 26.3 40.0 18.0 96.60
- 14.5 28.3 41.0 17.5 101.30
- 13.3 27.9 41.1 18.5 100.80
NA 1.0 4.8 17.3 34.3 57.40
NA 1.3 5.2 19.2 36.6 62.30
NA 0.9 3.2 10.3 26.8 41.20
NA 1.1 4.0 14.6 29.9 49.60
. ATTACHMENT 2
(Continued)
1990 Volatile Organic Chemical Analytical Data - Sal ina PI/S Cis
Salina Public Water Supply Wells (Units in ~/l)
BENZENE
5.0
CARBON ETHYl
HT BENZEN
5.0 700.0
TOTAL
XYlENE
10000.0
PCE TOLUENE
7.0* 2000*
TCE
5:õ
0.8
1.2
1.2
1.3
1.1
1.5
1.4
3.9
1.5
0.7
0.5
1.5
1.3
1.6
1.5
1.6
1.6
NA 0.6 NA NA NA NA NA
NA NA NA NA NA NA NA
NA 0.5 NA NA NA NA NA
NA NA NA NA NA NA NA
TIC
!..LQ.
100/7
.
lAB
lOCATION
KDHE
Plant Tap
ICOHE Gol f Course
IIllSON Phillips Trk Center
IIIlSON Hunlclpal Airport
IIIlSON Green lantern No.9
IIllSON IIi Ison Field Blank
ICOHE
ICOHE
ICOHE
ICOHE
Hol iday Inn (1616 Crawford)
300 lIest Ash
2601 East Crawford
2128 Roach
ICDHE
ICDHE
ICDHE
ICDHE
1112 N. 3rd Street
940 N. 9th
2562 Scanl an
2501 Harket
ICDHE
ICOHE
ICDHE
ICOHE
Gol f Course
300 II. Ash
2562 Scanlan
2501 Harket
ICDHE
ICOHE
KOHE
KOHE
740 N. 9th
Municipal Golf Course
2562 Scanlon
2501 Harket
ClP
Sarrple #41
ABBREVIATIONS:
1,2 DCA
TIC 1,2 DCE -
HCl
.
THM
ClP
-
-
-
DATE
HCl
04-01-89
06-12-89
06-12-89
06-12-89
06-12-89
06-13-89
06-13'89
06-13-89
06-13-89
09- 12-89
09-12-89
09-12-89
09-12-89
11-29-89
11-29-89
11-29-89
11-29-89
03-14-90
03-14-90
03-14-90
03-14-90
05-09-90
SAMPLE
POINT
OS
OS
OS
OS
DS
OS
OS
OS
OS
OS
OS
OS
OS
OS
OS
OS
OS
PCE
BDCM
NA
DCM
Carbon Tet
.
CHlORO
FORM BDCM OBCM BRMFORM TOTAL
fTHM\ (THM\ fTHM\ fTHM\ THMs
2.5 8.2 22.1 33.6 NA
14.0 24.0 26.0 5.0 69.00
h.O 25.0 23.0 5.0 71.00
.0 19.0 15.0 4.0 54.00
.0 18.0 15.5 5.0 56.00
.0 - . - 3.00
.9 14.3 3.3 - 82.20
.9 16.9 3.3 - 90.10
.5 21.0 16.5 3.2 64.20
.2 17.5 7.2 0.7 66.60
.0 17.7 9.8 5.1 60.60
.5 22.2 13.5 3.6 73.80
.6 27.0 13.2 1.7 84.50
.2 29.6 21.6 3.1 87.50
.7 3.8 6.9 6.7 19.10
1 2.4 4.4 5.6 13.50
2 3.2 6.2 7.1 17.70
1 3.3 7.4 9.5 21.30
3 30.3 26.3 1.5 66.50
5 30.8 18.9 3.8 70.00
1 22.1 6.3 0.8 47.30
6 27.6 12.1 1.5 60.80
5 14.4 18.4 4.1 44.40
. ATTACHMENT 2
(Continued)
May 1990 Volatile Organic Chemical Analytical Data - Sal ina PIIS Distribution System
Sal ina Public lIater Supply lIells (Uni ts in ~/L)
Hay 1985 -
1.?
5.
OS
OS
OS
OS
OS
* Value shown represents a proposed MCL prior to July 1992.
1,2 Dichloroethane
Trans/cis 1,2-Dichloroethylene
Maximun Contaminant Level
Compound not detected
Trihalomethane
EPA Contract lab Program
-
CARBON ETHYl TOTAL TIC
DCAIBENZENE PCE TOLUENE TCE TET BENZEN XYlENE 1 2 DCEt OCM
0 1 5.0 7.0* 2000* 5.0 5.0 700.0 10000.0 100/70
- - - - - - - -
NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA
- - - - - - - - -
3.3 0.6 NA NA 0.9 NA 0.6 NA NA
3.6 0.6 NA NA 1.1 NA 0.7 NA NA
3.3 NA 0.5 NA NA NA 0.5 NA NA
2.9 NA NA NA NA NA 0.6 NA NA
NA 0.6 NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA
NA 0.8 NA NA NA NA NA NA NA
NA 2.3 NA NA NA NA NA NA NA
NA 0.9 NA NA NA NA NA NA NA
NA 1.1 NA NA NA NA NA NA NA
1.1
-
1.0 I 1.0
1.3
NA
NA
NA
NA
-
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
-
-
-
-
-
Tetracloroethylene TCE
Bromodichloromethane DBCH
Not Analyzed ~/lg
Dichloromethane Brmform -
Carbon Tetrachloride (or Tetrachloromethane)
Trichloroethylene
0 i bromoch loromethane
Hicrogram per liter
Bromoform
Sources: KOHE/Bureau of IIater, Public lIater Supply Section, Salina PIIS files.
EPA Cont ract laboratory Program
Page 3 of 3
tablesa6 (reduce to 93X for letter size paper)
C
FO.
T
64
6
2
4
2
3
4
3
2
1
1
1
.
A IT ACHMENT 3
VOC Analytical Data -
Salina PWS Distribution System:
June 1990 to March 1992
.
8
.
ATTACHMENT 3
June 1990. March 1992
Volatile Organic Chemical Analytical Data. Salina PWS Distribution System Samples Salina Public Water Supply Well Site
Salina Public Water Supply Wells Site
(units In Jg/L)
BRMFORM OBCM BOCM CHLORO- CHLORO. TOTAL
Location LAB Toulene 1,2-0CA Benzene OCM PCE THM THM THM FRM-THM METHANE THMs
MCL 2000 + 5.0 5.0 7.0+ 100
740 N. 9th 6/06/90 KOHE NO NO NO NO NO 4.0 15.4 17.8 12.2 NO 49.4
Muncpl Golf tour 6/06/90 KOHE NO NO NO NO NO 2.7 11.4 15.8 12.0 NO 41.9
2562 Scanlon 6/06/90 KOHE NO NO NO 1.0 NO NO 3.8 9.4 14.9 NO 28.1
2501 Market Pl 6/06/90 KOHE NO NO NO NO NO 3.8 14.8 19.1 13.6 NO 51.3
740 N. 9th 9/04/90 KOHE NO NO NO NO 1.3 2.3 13.8 18.0 15.5 NO 49.6
Muncpl Golf tour 9/04/90 KOHE NO NO NO NO 1.2 2.4 14.0 17.8 15.0 1.1 49.2
2562 Scanlon 9/04/90 KOHE NO NO NO NO 1.3 2.3 14.7 22.2 17.4 0.5 56.6
2501 Market Pl 9/04/90 KOHE NO NO NO NO 1.3 2.4 14.8 18.8 16.0 NO 52.0
740 N. 9th 11/26/90 KOHE NO NO NO NO 1.0 3.9 13.7 15.1 8.5 0.6 41.2
2562 Scanlon 11/26/90 KOHE NO NO NO 0.8 NO 4.0 10.4 11.6 7.7 0.6 33.7
1 Market Pl 11/26/90 KOHE NO NO NO NO 0.8 3.7 12.4 13.9 7.9 0.6 37.9
Aulwood-Smit 11/26/90 KOHE NO NO NO NO 0.9 4.1 13.9 15.4 8.4 0.5 41.8
740 N. 9th 3/04/91 KDHE NO NO NO NO 0.7 5.4 18.3 11.7 5.5 NO 40.9
Muncpl Golf tour 3/04/91 KOHE NO NO 2.8 NO 0.7 4.3 12.5 9.3 4.7 NO 30.8
2562 Scanlon 3/04/91 KOHE NO NO NO NO 0.7 4.9 17.2 13.1 5.9 NO 41.1
2501 Market Pl 3/04/91 KOHE NO NO NO NO 0.8 3.8 10.5 9.3 4.9 NO 28.5
740 N. 9th 6/04/91 KOHE NO NO NO NO NO 3.0 16.3 25.7 24.9 0.7 69.9
Muncpl Golf tour 6/04/91 KOHE NO NO NO NO NO 2.7 13.9 24.4 29.0 0.7 70.0
521 Gail Drive 6/04/91 KOHE NO NO NO NO NO 4.1 18.9 25.2 20.6 NO 68.8
Hol iday 1m 6/04/91 KOHE NO NO NO NO NO 2.6 15.7 27.2 29.2 NO 74.7
Muncpl Golf tour 9/03/91 KDHE NO NO NO NO NO 5.0 21.1 20.1 18.0 NO 64.2
2501 Market Pl 9/03/91 KOHE NO NO NO NO NO 5.5 20.5 20.3 17.3 1.0 63.6
1616 II. Crawford 9/03/91 KOHE NO NO NO NO 0.6 5.7 17.9 16.7 12.8 NO 53.1
224 II. IIi lson 9/03/91 KOHE NO NO NO NO 0.6 5.8 18.0 16.0 12.2 0.5 52.0
8 Page 1 of 2
ATTACHMENT 3
(Continued)
.
June 1990 - March 1992
Volatile Organic Chemical Analytical Data - Salina PWS Distribution System Samples Salina Public Water Supply Well Site
Salina Public Water Supply Wells Site
(units in l9/L)
BRMFORM DBCM BDCM CHLORO- CHLORO- TOTAL
Location Date LAB Toulene 1,2-DCA Benzene DCM PCE THM THM THM FRM-THM METHANE THMs
MCL 2000 + 5.0 5.0 7.0+ 100
2562 Scanlon 11/21/91 KDHE NO NO NO ND NO 4.1 14.6 17.2 10.1 NO 46.0
Hol iday 1m 11/21/91 KDHE ND 0.5 ND ND ND 4.0 15.9 17.9 8.6 ND 46.4
2501 Market Pl 11/21/91 KDHE ND ND ND NO NO 3.7 15.7 19.8 11.6 NO 50.8
521 Gai l Drive 11/22/91 KDHE NO NO NO NO NO 3.8 14.6 17.2 9.6 NO 45.2
Muncpl Golf Cour 3/05/92* KOHE NO NO NO NO NO 6.4 15.0 11.0 5.0 NO 37.4
Hol iday 1m 3/05/92 KOHE NO NO NO NO NO 5.7 16.3 12.1 6.2 NO 40.3
2501 Market Pl 3/05/92 KOHE NO NO NO NO NO 5.5 15.7 12.3 6.3 0.5 39.8
300101. Ash 3/05/92 KOHE NO NO NO NO NO 5.6 17.4 13.3 6.9 NO 43.2
ABBREVIATIONS:
PCE
OBCM
iÞ
- Tetrachloroethylene
- Dibromochloromethane
- Dichloromethane
- Trihalomethane
- Micrograms per Liter
ND - Not Detected
BRMFORM - Bromoform
BDCM - Bromodichloromethane
1,2-DCA 1,2-Dichloroethane
MCL - Maximum Contaminant Level
CHLOROFRM - Chloroform
* 1,4-Dichlorobenzene was detected at a concentration of 1.1 ug/L.
+ Value shown represents a proposed MCL prior to July 1992.
Source: KDHE/Bureau of Water, Public Water Supply Section, Salina PIoIS files.
Page 2 of 2
8
.
ATTACHMENT 4
VOC Analytical Data -
Salina PWS Wells:
May 1985 to May 1990
.'
.
ATTACHMENT 4
.
1985-1990 Volatile Organic Analytical Data, Ground Water Samples
Salina Public Water Supply Wells Site
(units in ..g/L)
Well Depth TIC Ethyl Carbon
Location eft)! Date LAB PCE TCE 1,2-0CE Benzene Benzene Toluene 1,1-0CE 1,2-0CA Tet Tot Xyl EOB
MCL * 7.0* 5.0 100170 700.0 5.0 2,000* 7.0 5.0 5.0 10,000 0.05
PUS #1 60 8/07/85 KOHE NO NO NO NO NO NO NO NO NO NO NA
PUS #1 2/03186 WILSON 6.2 NO NO NO NO NO NO NO NO NA NA
PUS #1 2125/87 WILSON 7.0 0.8 NO NO NO NO NO NO NO NO NO
PUS #1 3/11/87 WILSON 5.6 NO NO NO NO NO NO NO NO NO NO
PUS #1 3/25/87 WILSON 5.3 0.7 NO NO NO NO NO NO NO NO NO
PUS #1 11/12/87 WILSON 1.3 NO NO NO NO NO NO NO NO NO NO
PUS #1 11/18/87 WILSON NO NO NO NO NO NO NO NO NO NO NO
PUS #1 1131189 KOHE NO NO NO NO NO NO NO NO NO NO NO
PUS #1 5/8190 EPA CLP 1. OJ NO NO NO NO NO NO NO NO NO NA
PUS #2 59 8/07185 KOHE NO NO NO NO NO NO NO NO NO NO NA
PUS #2 2/03/86 WILSON NO NO NO NO NO NO NO NO NO NA NA
PUS #2 3/04/87 WILSON NO NO NO NO NO NO NO NO NO NO NO
PUS #2 3/18/87 WILSON NO NO NO NO NO NO NO NO NO NO NO
!J,: 4/01/87 WILSON NO NO NO NO NO NO NO NO NO NO NO
11/17/87 WILSON NO NO NO NO NO NO NO NO NO NO NO
PUS #2 11/18/87 WILSON NO NO NO NO NO NO NO NO NO NO NO
PUS #2 1131189 KOHE NO NO NO NO NO NO NO NO NO NO NO
PUS #2 5/8190 EPA CLP 2.0J 0.6J NO NO NO NO NO NO NO NO NA
PUS tI3 70** 8/07/85 KOHE 8.5 NO NO NO NO NO NO 9.4 NO NO NA
PUS tI3 ** 8/28/85 KOHE NO NO NO NO NO NO NO NO NO NO NA
PUS tI3 10/08/85 KOHE NO NO NO NO 5.6 NO NO NO NO NO NA
PUS tI3 2/06/86 WILSON NO NO NO 9.1 180.0 9.9 NO 8.5 NO NA NA
PUS tI3 5/07186 WI LSON 1.5 NO NO 1.3 4.0 1.8 NO 7.3 NO NA NA
PUS tI3 11/12/87 WILSON 9.4 NO NO NO NO NO NO NO NO NO NO
PUS tI3 **HT 4/01/89 KOHE NO NO NO NO NO NO NO 4.7 NO NO NO
PUS tI3 8/09/89 CONTNL NA NA NA NA NA NA NA NO NA NA NO
PWS tI3 5/8190 EPA CLP 50.0 4.0J 0.8J NO NO NO NO NO NO NO NA
P\JS #4 66 8/07/85 KOHE 1.0 NO NO NO NO NO NO NO NO NO NA
PUS #4 8/28/85 KOHE 7.1 NO NO NO NO NO NO NO NO NO NA
.J98f 5
A TT ACIIMEIIT 4
(Continued)
1985-1990 Volatile Organic Analytical Date, Ground Water Samples
Salina Public Water Supply Wells Site
(u °t ° /L)
nlSIn .G
Well Depth T/C Ethyl Carbon
Location (ft)! Date LAB PCE TCE 1,2-0CE Benzene Benzene Toluene 1,1-0CE 1,2-0CA Tet Tot Xyl EOB
MCL * 7.0* 5.0 100/70 700.0 5.0 2,000* 7.0 5.0 5.0 10,000 0.05
PWS #4 10/08/85 KDHE 31.1 2.6 NO NO NO NO NO NO NO NO NA
PWS #4 12/04/86 WILSON 20.0 NO 20.0 NO NO NO NO NO NO NA NA
PWS #4 3/04/87 WILSON 12.0 2.7 NO NO NO 0.7 NO NO NO NO NO
PWS #4 3/18/87 WILSON 18.0 4.7 NO NO NO NO NO NO NO NO NO
PWS #4 4/01/87 WILSON 19.0 4.6 0.8 NO NO NO NO NO NO NO NO
PWS #4 6/10/87 KOHE 24.9 2.4 0.6 NO NO NO NO NO NO NO NA
PWS #4 11/12/87 WILSON NO NO NO NO NO NO NO NO NO NO NO
PWS #4 1/31/89 KOHE 6.3 NO NO NO NO NO NO NO NO NO NO
PWS #4 8/09/89 CONTNL 21.0 NA NA NA NA NA NA NA NA NA NO
PWS #4 5/8/90 EPA CLP 4.0J NO NO NO NO NO NO NO NO NO NA
PWS #5 49 8/07/85 KOHE NO NO NO NO NO NO NO NO NO NO NA
PWS #5 2/06/86 WILSON 74.0 2.8 NO NO NO NO NO NO NO NA NA
PWS #5 12/11/86 WILSON 54.0 NO NO NO NO NO NO NO NO NA NA
P 11/12/87 WILSON NO NO NO NO NO NO NO NO NO NO NO
P 11/18/87 WILSON NO NO NO NO' NO NO NO NO NO NO NO
PWS #5 1/31/89 KDHE 25.8 0.7 NO NO NO NO NO NO NO NO NO
PWS #5 7/20/89 KOHE NO NO NO NO NO NO NO NO NO NO NO
PWS #5 8/09/89 CONTNL NO NO NA NA NA NA NA NA NA NA NO
PWS #5 5/8/90 EPA CtP NO NO NO NO NO NO NO NO NO NO NA
PWS #6 70 8/07/85 KOHE NO NO NO NO NO NO NO NO NO NO NA
PWS #6 2/06/86 WILSON NO NO NO NO NO NO NO NO NO NA NA
PWS #6 2/25/87 WILSON NO NO NO NO NO NO NO NO NO NO NO
PWS #6 3/11/87 WILSON NO NO NO NO NO NO NO NO NO NO NO
PWS #6 3/25/87 WILSON NO NO NO NO NO NO NO NO NO NO NO
PWS #6 11/16/87 WILSON NO NO NO NO NO NO NO NO NO NO NO
PWS #6 1/31/89 KOHE NO 1.2 NO NO NO NO NO NO 5.5 NO NO
PWS #6 8/09/89 CONTNL NA NO NA NA NA NA NA NA NA NA NO
PWS #6 5/8/90 EPA CLP NO NO NO NO NO NO NO NO NO NO NA
PWS #7 60 8/07/85 KDHE NO NO NO NO NO NO NO NO NO NO NA
PWS #7 2/03/86 WILSON NO NO NO NO NO NO NO NO NO NA NA
PW 3/04/87 WILSON NO NO NO NO NO NO NO NO NO NO NO
I P 3/18/87 WILSON NO NO NO NO NO NO NO NO NO NO NO
page 2 at 5
ATTACHIEIIT4
(Continued)
1985-1990 Volatile Organic Analytical Data, Ground Water Samples
Salina Public Water Supply Wells Site
(units in I-G/L)
Well Depth I Date I T/C Ethyl Carbon
Location (ft)l LAB PCE TCE 1,2-0CE Benzene Benzene Toluene 1,1-0CE 1,2-0CA Tet Tot Xyl EOB
MCL * 7.0* 5.0 100/70 700.0 5.0 2,000* 7.0 5.0 5.0 10,000 0.05
PWS'7 4/01/87 WILSON NO NO NO NO NO NO NO NO NO NO NO
PWS'7 11/16/87 WILSON NO NO NO NO NO NO NO NO NO NO NO
PWS'7 1/31/89 KDHE NO NO NO NO NO NO NO NO NO NO NO
PWS '7 3/11/87 EPA CLP NO NO NO NO NO NO NO NO NO NO NA
PWS tIS 60 8/07185 KOHE NO NO NO NO NO NO NO NO NO NO NA
PWS tIS 2/03/86 WILSON 2.6 NO NO NO 2.5 NO NO NO NO NA NA
PWS tIS 2/25/87 WILSON NO NO NO NO NO NO NO NO NO NO NO
PWS tIS 3/11/87 WILSON 5.6 NO NO NO NO NO NO NO NO NO NO
PWS tIS 3/25/87 WILSON 6.7 NO NO NO NO NO NO NO NO NO NO
PWS tIS 11/12/87 WILSON NO NO NO NO NO NO NO NO NO NO NO
PWS tIS 1/31/89 KOHE 3.5 NO NO NO NO NO NO NO NO NO NO
PWS tIS 8/09189 CONTNL 6.6 NA NA NA NA NA NA NA NA NA NO
PWS tIS 5/8/90 EPA CLP 23.0 2.0J NO NO NO NO NO NO NO NO NA
PWS tit 0 60 HT 8/07185 KDHE NO NO NO NO NO NO NO NO NO NO NA
8"',0 2/18/86 WILSON NO NO NO NO NO NO NO NO NO NA NA
PWS ',0 12/18/86 WILSON NO NO NO NO NO NO NO NO NO NO NO
PWS ',0 2/25/87 KDHE NO NO NO NO NO NO NO NO NO NO NA
PWS ',0 3/11/87 WI LSON NO NO NO NO NO NO NO NO NO NO NO
PWS ',0 3/25/87 WILSON NO NO NO NO NO NO NO NO NO NO NO
PWS ',0 11/16/87 WILSON NO NO NO NO NO NO NO NO NO NO NO
PWS ',0 1/31/89 KDHE NO NO NO NO NO NO NO NO NO NO NO
PWS ',0 5/8/90 EPA CLP NO NO NO NO NO NO NO NO NO NO NA
PWS ',1 60 8/07185 KDHE NO NO NO NO NO NO NO NO NO NO NA
PWS " 1 2/06/86 WILSON NO 5.2 NO NO NO NO NO 1.9 NO NA NA
PWS " 1 2/25/87 WILSON NO 4.1 NO NO NO NO NO 2.6 NO NO NO
PWS " 1 3/11/87 WILSON NO 4.2 NO NO NO NO NO 2.6 NO NO NO
PWS " 1 3/25/87 WILSON NO 4.2 NO NO NO NO NO 2.5 NO NO NO
PWS tit 1 6/10/87 KOHE NO 2.9 NO NO NO NO NO 2.0 NO NO NA
PWS ," 11/12/87 WILSON NO NO NO NO NO NO NO NO NO NO NO
PWS #1 1 1/31/89 KDHE NO NO NO NO NO NO NO 1.9 NO NO NO
PWS " 1 5/8/90 EPA CLP NO 1. OJ NO NO NO NO NO 7.0 NO NO NA
Page 3 of 5
A" ACIIEIIT 4
(Continued)
1985-1990 Volatile Organic Analytical Date, Ground Water Samples
Salina Public Water Supply Wells Site
(~its in .g/L)
TIC Ethyl Carbon
LAB PCE TCE 1,2-0CE Benzene Benzene Toluene 1,1-0CE 1,2-0CA Tet Tot Xyl EOB
MCL * 7.0* 5.0 100170 700.0 5.0 2,000* 7.0 5.0 5.0 10,000 0.05
PWS #12 60 8/07/85 KOHE NO NO NO NO NO NO NO 1.8 NO NO NA
PWS #12 8/28/85 KOHE NO NO NO NO NO NO NO NO NO NO NA
PWS #12 10/08/85 KOHE NO NO NO NO NO NO NO 3.1 1.1 NO NA
PWS #12 2/13/86 WILSON NO NO NO NO NO NO NO 1.1 NO NA NA
PWS #12 3/04/87 WI LSON 1.7 NO NO NO NO NO NO NO NO NO NO
PWS #12 3/18/87 WILSON 1.4 NO NO NO NO NO NO 1.7 NO NO NO
PWS #12 4/01/87 WILSON 1.2 NO 1.9 NO NO NO NO NO NO NO NO
PWS #12 6/10/87 KOHE NO 0.7 NO NO NO NO NO 3.3 NO NO NA
PWS #12 11/12/87 WILSON NO 2.2 NO NO NO NO NO 1.6 NO NO NO
PWS #12 1/31/89 KOHE 1.4 0.9 NO NO NO NO 1.4 2.8 NO NO NO
PWS #12 5/8/90 EPA CLP NO NO 2.6J NO NO NO NO NO NO NO NA
PWS #13 65 8/07/85 KOHE NO NO NO NO NO NO NO 0.7 NO NO NA
PWS #13 8/28/85 KOHE NO NO NO NO NO NO NO NO NO NO NA
#13 ** 10/08/85 KOHE 1.5 NO NO 1.2 1.4 1.0 NO 1.0 NO 3.2 NA
#13 2/10186 WILSON 8.4 NO NO NO 2.0 NO NO NO NO NA NA
PWS #13 2/25/87 WILSON 3.9 NO NO NO NO NO NO 1.0 NO NO NO
PWS #13 WILSON 2.9 NO NO NO 2.1 NO NO 1.0 NO NO NO
3/11/87
PWS #13 3/25/87 WILSON 2.7 NO NO NO 2.0 NO NO 1.2 NO NO NO
PWS #13 6/10/87 KOHE NO NO NO NO NO NO NO 0.8 NO NO NA
PWS #13 11/12/87 WILSON NO NO NO NO NO NO NO 1.9 NO NO NO
PWS #13 4/14/89 KOHE NO NO NO NO NO NO NO 1.0 NO NO NO
PWS #13 70 5/8/90 EPA CLP NO NO NO NO NO NO NO NO NO NO NA
PWS #14 60 8/07/85 KOHE NO NO NO NO NO NO NO NO NO NO NA
PWS #14 2/10/86 WILSON NO NO NO NO NO NO NO NO NO NA NA
PWS #14 3/04/87 WILSON NO NO NO NO NO NO NO NO NO NO NO
PWS #14 3/18/87 WILSON NO NO NO NO NO NO NO NO NO NO NO
PWS #14 4/01/87 WILSON NO NO NO NO NO NO NO NO NO NO NO
pWS #14 11/16/87 WI LSON NO NO NO NO NO NO NO NO NO NO NO
PWS #14 1/31189 KDHE NO NO NO NO NO NO NO NO NO NO NO
PWS #14 5/8190 EPA CLP NO NO NO NO NO NO NO NO NO NO NA
-aeOf 5
AnACIIEIT 4
(Continued)
1985-1990 Volatile Organic Analytical Data, Ground Water Samples
Salina Public Water Supply Wells Site
(~i ts in .C /L)
Well Depth T/C Ethyl Carbon
Location (ft)! Date LAB PCE TCE 1,2-DCE Benzene Benzene Toluene 1,1-0CE 1,2-0CA Tet Tot Xyl EDB
MCL * 7.0* 5.0 100170 700.0 5.0 2,000* 7.0 5.0 5.0 10,000 0.05
PWS '15 80 8/07185 KDHE 1.5 NO NO NO NO NO NO NO NO NO NA
PWS '15 ** 8/28/85 KOHE NO NO NO NO NO NO NO NO NO 1.9 NA
PWS '15 10/08/85 KOHE NO NO NO NO NO NO NO NO NO NO NA
PWS '15 1/13/87 KOHE NO NO NO NO NO NO NO NO NO NO NA
PWS '15 3/04/87 WILSON NO 1.5 NO NO NO NO NO 2.0 NO NO NO
PWS '15 3/18/87 WILSON NO 1.6 NO NO NO NO NO 2.0 NO NO NO
PWS '15 4/01/87 WILSON NO NO NO NO NO NO NO 2.3 NO NO NO
PWS '15 6/10/87 KOHE NO 1.0 NO NO NO NO NO 1.7 NO NO NA
PWS '15 11/16/87 WI LSON NO NO NO NO NO NO NO NO NO NO NO
PWS '15 1/31189 KOHE NO 0.6 NO NO NO NO NO 0.7 NO NO NO
PWS '15 5/8190 EPA CLP NO 6.0 0.9J NO NO NO NO NO NO NO NA
PWS '16 70 8/07/85 KOHE NO NO NO NO NO NO NO NO NO NO NA
PWS '16 2/03186 WILSON NO NO NO NO NO NO NO NO NO NA NA
.16 11116/87 WILSON NO NO NO NO NO NO NO NO NO NO NO
'16 1/31189 KOHE NO NO NO NO NO NO NO NO NO NO NO
REED 47 5/08/90 EPA CLP 4.0J 2.0J NO NO NO NO NO NO NO NO NA
BETTS 55 5/08/90 EPA CLP 0.8J NO NO NO NO NO NO NO NO NO NA
LILLY 60 5/08/90 EPA CLP NO NO NO NO NO NO NO NO NO NO NA
1PRES 40 5/08/90 EPA CLP NO NO NO NO NO 0.8J NO NO NO NO NA
Sources: Analytical data from: Kansas Health & Environmental Laboratory, 1985 - 1989.
U.S. EPA, Contract Laboratory Program, 1990.
Continental Analytical Services, Inc., 1989.
Wilson Laboratories, 1986 and 1987.
Note: Only selected organics are reported.
ABBREVIATIONS:
NO
J.{ /L
PCE
TIC 1,2-0CE
1,2-0CA
MCL
EDB
HT
!
.
- Not Detected NA - Not Analyzed
- Micrograms per Liter LAB - Testing Laboratory
- Tetrachloroethylene TCE - Trichloroethylene
- Translcis 1,2-0ichloroethylene 1,1-0CE - 1,1-0ichloroethylene
- 1,2-0ichloroethane Tot Xyl - Total Xylenes
- Maximum Contaminant Level Carbon Tet - Carbon Tetrachloride (or Tetrachloromethane>
- Ethylene Oibromide 1PRES - First Presbyterian Church
- Holding time for VOCs (14 days) was exceeded before analysis could be completed.
- Sample depth (or pump setting). For total and top of screen depths, see Attachment 10.
- Value shown represents a proposed MCL prior to July 1992.
- Other petroleum hydrocarbons were indicated.
- Compound was quantitatively identified; however, compound failed to meet all QA criteria and, therefore
is only an estimated value.
*
**
page 5 of 5