Groundwater Contamination-Preli
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EXPANDED SITE INSPECTION
SAUNA PUBUC WATER SUPPLY WELLS SITE
SAUNA, SAUNE COUNTY, KANSAS
CERCLIS Identification Number
KSD984966770
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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
SAUNA PUBUC WATER SUPPLY WELLS SITE
SALINA, SALINE COUNTY, KANSAS
EP A ID#: KSD984966770
8,
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 1.
SECTION 2:
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SECTION 3: '
SECTION 4:
SECTION 5:
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SAUNA PUBUC WATER SUPPLY WELlS SITE
EXPANDED SITE INSPECTION
TABLE OF CONTENTS
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INTRODUCTION................................... 1
SITE INFORMATION ,
2.1 Site Location ................................ 3
2.2 Climatic Conditions ............................3
2.3 Site Description .............................. 3
2.4 Site History.................................. 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 SAMPUNG
3.1 SamplingLocations............................12
3.2 AnaJyticaJResults.............................12
3.3 AnaJyticaJConclusions..........................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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SAUNA PUBUC WATER SUPPLY WELlS SITE
EXPANDED SITE INSPECTION
TABLE OF CONTENTS
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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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UST OF FIGURES
FIgure 2-1 - GeneraJ 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
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TABLES
Table 2-1 - VOC AnaJyticaJ 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.
8 ... Attachment 6.
Attachment 7.
Attachment 8.
Attachment 9.
Attachment 10.
Attachment 11.
Attachment 12.
Appendix A -
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SAUNA PUBUC WATER SUPPLY WElLS SITE
EXPANDED SITE INSPECTION
TABLE OF CONTENTS
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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 anaJyticaJ data - Salina PWS wells: December 1990 to July 1992
EnvironmentaJ Assessment of the Former Huntsingers Store in
Salina, Kansas, prepared by Plains EnvironmentaJ Services, June
1992.
Site Latitude and Longitude Coordinates Calculation Worksheets
APPENDICES
AnaJyticaJ Laboratory Reports
Pre-Score Information Sheets
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1.
INTRODUcnON
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 Depanment 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.
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 l2B5.. revealed the presence of VOCs (benzene, tetrachloroethylene
(PCE), toluene, and 1,2-dichloroethane (l,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 #S 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 1991 and 1992.
The ESI consisted of:
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),
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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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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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 nonh and wes~ respectively, of the city. The
geographic coordinates for the Salina PWS Well #3 at the municipal water treatment plant
and distribution poin~ are 38°50'1.0" N latitude and 9']036'26.0" W longitude (Reference 1;
2). The site is located in ponions 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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2.3
Site Description
The Salina PWS Wells Site is located in the central ponion 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 nonh and south by Walnut and Oaflin streets. From nonh to south, the
site is bounded on the west by Seventh, Highland and Ninth streets. On the eas~ 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 nonheast. The old Smoky Hill River channel, which cuts through the center
of the city, has an elevation of approximately 1215 ft in the nonheastern portion of the site
(Reference 1). The newer rechannelized portion of the Smoky Hill River, located in the
eastern ponion 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 ponion 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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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.
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 (TIIMs)
or attributable to laboratory contamination (Reference 5). Although some VOC x:
contamÎn=-tion has been detected in PWS wells #11, #12, #15, the VOCs detected indicated
a different type, of contamin~t 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
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
well field and surface water were blended and treated before entering the public water
supply distribution system (Reference 4).
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June 1993
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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).
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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 ponion 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 TIlM analytical data for the PWS
distribution system since 1985 are summarized in Attachments 2 and 3.
2.4.2 History of the Salina pWS We~
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 ruMs, low levels of the VOCs benzene, toluene,
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June 19903
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and tetrachloroethylene (also known as perchloroethylene or PCB) 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 ruMs and benzene, no VOCs exceeded
drinking water standards in the public water supply distribution system. Benzene was
detected at levels slightly above the 5 ¡,lg/L MCL in May of 1985 and 1986 (7.9 ¡,lg/L and
7.2 #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).
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 ofVOCs)"
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 dwing the SSI. TCE and/or PCB 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. ruMs, 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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Continued monitoring for VOG¡ 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 Sources
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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 liear 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
. 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 TeE, 1,2-dichloroethylene (1,2-
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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.
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Hazardous wastes generated at dry cleaning facilities which use 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.
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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).
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Several spills have been reponed 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
Hazardous Substance Characteristics
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).
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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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, PCE
degrades to TeE, 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
J.lg/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 J.lg/L in public water supplies (Reference
28).
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l,2-Dichloroethane (l,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).
Exposure to large amounts of 1,2-DCA through inhalation or ingestion may cause nervous
system disorders and liver and kidney disease. EPA has classified 1,2-DCA as a probable
human carcinogen (Reference 27). The MCL for 1,2-DCA is 5 ¡Jg/L (Reference 28).
~ Petroleum HvdrocarQQm
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.
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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
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 chemi~ 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 ¡Jg/L (Reference 28).
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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
mil~ 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 EPA 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
8 EDB (Reference 30).
8
June 199,3
'11
s~
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 ¡Jg/L (Reference 28).
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 io ground water before evaporation can occur. If it enters ground water it can
stay there for many years. Vinyl chloride is used to make plastic products such as pi~
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 ¡Jg/L
(Reference 28).
8) l,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 fanning 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
EP A 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 ¡Jg/L (Reference
28).
8
8
8
8
TABLE 2-1
VOC Analytical Data from the Salina PWS Wells SSI, May 1990
(units in J.lg/~
~ PCE TCE 1.2-DCA
Salina PWS Well #1 1.01 - -
Salina PWS Well #2 2.0J 0.61 -
Salina PWS Well #3 50.0 4.01 -
Salina PWS Well #4 4.01 - -
Salina PWS Well #5 - - -
Salina PWS Well #8 23.0 2.01 -
Salina PWS Well # 1 - 1.01 7.0
Salina PWS Well #15 - 6.0 -
Reed Well (26) 4.01 2.01 -
McElfresh Well (25) 1.01 - -
Betts Well (28) 0.8J - -
Abbreviations:
PCE
pgjL
PWS
VQC
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
1,2-DCA
- Trichloroethylene
- 1,2-Dichloroethane
- not detected
Source: U.S. EPA Contract Laboratory Program, 1990
Note: Only selected VOCs are reported. '
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2-1
L£GEND
GENERAL HIGHWAY MAP
SALINE COUNTY
KANSAS
1
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SITE INSPECTION OF SALINA P~S ~ELLs SITE
JUNE 1993
.
TABLE 2-2
FACIUTIES WHICH WERE INVESTIGATED AS POTENTIAL SOURCES
FacUItv Name Location Tvce of Oceratlon
City of Salina. General Services * 412 E. Ash St. Vehicle maintenance
St John's Hospital 139 N. Penn Sl Hospital
A-Z Cleaners * 500 E. Iron Former dry cJeaners
Burr's Body Shop * 211 S. Fifth St. Former aUto body shop
Former FIrestone * 200 S. Fifth Sl Former aUto service
Stewans Modet Laundry & Cleaners * 211-215 S. Santa Fe Ave. Former dry cJeaners
Quinley's Master Dry Cleaners * 216 S. Fifth St. Former dry cJeaners
U.S.D. 305 Maintenance Shop * 256 S. Fifth Sl VehlcJe maintenance
Taco Johns 303 S. Santa Fe Ave. Former gasoline station
Robert L Constable Law OffIce 256 S. Santa Fe Ave. Former gasoline station
Manpower Temporary Services 255 S. Santa Fe Ave. Former gasoline station
Former Western AUto * 306 S. Santa Fe Ave. Former aUto service
Salina Park and Forestry Department Oakdale Park Maintenance, painting
Consolidated Printing 319 S. Fifth St. Printing
Salina JoumaJ 333 S. Fourth St. Newspaper printing
Asbury-Sallna ReglonaJ Med Center * 400 S. Santa Fe Ave. HospitaJ
McCord TIre Co. * 423 S. Santa Fe Ave. TIre and aUto service
Former Week's Self Serve Station * 505 S. Santa Fe Ave. Former gasoline station
8 S8818 AUto Service Center * 510 S. Santa Fe Ave. Former aUto service
Express Cleaners * 540 S. Santa Fe Ave. Dry Cleaners
Sampson's Plumbing & Heating 311 E. Crawford Ave. Former plbg & htg
VIP Cleaners * 820 E. Crawford Ave. Dry Cleaners
Franks 66 Service * 701 S. Ninth St. Former gasoline station
Johnson & Son Cleaners * 953 S. Third St. Former dry cleaners
Fast One-Hour Cleaners * 1208 S. Santa Fe Ave. Dry Cleaners
Southslde Service 1417 S. Ninth Sl Active gasoline station
One Hour MaltJnlzJng * 1501 S. Ninth Sl Former Dry Cleaners
Sinclair Marketing Co. 1513 S. Ninth St Active gasoline station
Note: The facUlties 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 /s responsible,
or liable for contamination at the site. * Detailed facUity Information Is presented In
Attachment 5.
-8
.
June 1993
11
Sa~
SECTION 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 Results
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. .
8'
Significant concentrations of PeE, TCE, and benzene were detected in soil vapor collected
at a depth of ten feet in probe location sa 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 reponed 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 ponion of the Fast One-Hour Oeaners
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 sa 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
8
June 1.223
1.3-
S.IIlna PW~
Soil vapor samples were collected at depths of nine to ten feet near the former A-Z Dry
Oeaners (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 Conclusions
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.
.
.
.
2" ::
....=
....."".
.~,
LEGEND: Dr'!:'.:: - Underg::-ound storage tank locations
~ - Well water sample locations
. = Soil gas probe (ground water sample) locations
PES = Plains Environmental Services
...- = Drainage ditch
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 PIIS WELLS SITE
JUNE 1993
, ...'i: '.co
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.
June t22J
~
Salina p~
4.
GROUND WATER PATHWAY
4.1 Hydrogeologic Setting
The major ponion 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.
Nonh of Salina, the Saline River flows eastward along a flood plain of two and one-half to
three miles in width nonhwest of the city, and shares a common flood plain with the Smoky
Hill River to the nonheast. To the nonhwest, Mulberry Creek, which flows nonheastward
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 ponion of the site to approximately 20 feet in the nonhern ponion.
The underlying sand and gravel deposits range in thickness from approximately 30 to 55
feet, also from south to nonh, 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.
8 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
.
June IW
1J
S,aJina PW~
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. Rècharge is predominantly by downward
percolation of precipitation and by subsurface inflow from adjacent areas of higher water
table elevatio~ panicularly 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
.
June 199,J
16
Sa~
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)
8'
4.2 Ground Water Targets
Most of the population within four miles ofthe 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 selVed 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 Sali~ 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).
8
8
June \22J
17
s~
4.3
Ground 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.
8
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.
8
Geoprobe sampling equipment was decontaminated between sampling locations using a high
pressure water gun, soap and potable water. Probe rods were air dried before being
,
.
June 1993
l~
Salina ~
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 Supp~
PWS Wen #1
Historically. PCE concentrations in Well #1 fluctuated between not detectable to 7 ¡.lg/L The
proposed MCL for PCE was 7 ¡.lg/L until July 1992 when the final MCL was established at 5
¡.lg/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
¡.lg/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 ¡.lg/L of benzene and 7.7 ¡.lg/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).
.
June (22J
19
~fna ~
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 ¡,lg/L. Figure 4.5 graphically demonstrates the volume
of water pumped prior to sample collection and the concentrations of benzene and PCE 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. .
..~
A concentration of 21 ¡,lg/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). PCB 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
PCB 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 PCB 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
8
PCB 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 l.22J
2Q
Salina p~
that same period but analysis for TCE was not conducted. In the most recent sample, PCE was
slightly above the MCL
PWS WeU #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 p,g/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 G.rwmd Water from Potential Source Areas
Table 4-2 summarizes the VQC 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 PCB 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
Figure 3-1) indicated concentrations of 211 ¡.tg/L PCB and 556 p,g/L PCE, respectively. PCE was
.
June 1993
21
Safina ~
not detected in a ground water sample collected from an upgradient probe location (Sa 17);
however, low levels of gasoline constituents were detected.
VQCs 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 SG 20 and sa 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 ¡.J.g/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.
8
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 sa 25 in
Figure 3-1) contained PCE at a concentration of 298 p,g/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 sa 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 (SG 6 in Figure 3-1).
Suspected sources are the UST sites formerly located at each of the four comers of this
intersection (Reference 18; 19; 23).
8
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.
Analytical resultS revealed PCE contamination as high as 46.5 ¡.J.g/L near the building on the
.
June 1993
2~
SaUna PWS ~
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 /.lg/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 /.lg/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 P~ 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 SG 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
June 1993
23
Salina p~
4.5
Ground Water Pathway Conclusions
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 ponion 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 nonh 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 Oeaners. Additional PCB source
areas have been confirmed by ground water samples collected at the Express Dry Ceaners,
former Stewart's Model Laundry & Cleaners, and the former Quinley's Master Dry Ceaners.
Ground water analytical results confirm significant gasoline contamination in the vicinity of two
aCtive gasoline mling stations near the former One-Hour Maninizing 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
LEGEND:
FIGURE 4-1
GEOLOGIC MAP
Pleistocene
Series
Cretaceous
System
Permian
System
Nal3
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~
-N-
~
- Alluvium
- Loess
- Alluvium
Kd - Dakota Formation
Kkc - Kiowa Shale and
Cheyenne Sands tone
Pwn - Whitehouse
Sandstone and
Nippewalla
Group
Ps - Sumner Group
SCALE:
1 INCH = APPROX.
5 MILES
SaJRCE: STATE OF KANSAS GEOLOCICAL SURVEY, 1964.
EXPANDED SITE INSPECTION OF SALINA PWS WELLS SITE
JUNE 1993
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LEGEND
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SECTION X-X
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SOURCES: !lll.on & eo.pany, Hay 1951,
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EXPAHDED SITE IliSPECTIOII ot SALIJIA M IlELLS SiTE
JURI 1993
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22 23 24 25 26 27 28 29 30 31 1 2 3 4 5
(days)
~ OCTOBER 1991 ~ NOVEMBER 199~
FIGURE 4-5
PUMPAGE vs. VOC CONCENTRATION
IN PWS WEll #3
NOTE: PCE = Tetrachloroethylene
(Perchloroethylene)
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 PUS UELLS SITE
JUNE 1993
.
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L8I8CI.. eft) Dele (Till) I,Z'DCII YC I,Z'DCA PCI Tel I.Z'DeI "'_ ",- 'el- 'et.,,' IDI
l1l:I. 100 5.0 Z.D 5.0 5.0 5.0 70.0 7DD 5.0 IODD I DODD 0.05
M' 45 l1n", 110 110 110 110 110 110 110 110 110 110 110 110
M2 45 11n/9' 110 110 110 110 2.5 110 110 110 110 0.6 110 110
MJ 45 l1n/9' 2.1 110 110 110 110 110 110 0.5' 110 0.7 110 110
.,.tL M4- 48 l1n/91 110 110 110 110 14.J 110 110 1.1 110 0.1 I. I 110
,oJ';'
Mil 45 Itn/91 110 ID 110 110 110 110 110 110 110 110 110 110
..- 41 11n", 110 110 110 110 110 110 110 9IS 170 1J.I 148.1 l1li
.7 4J 11/619'1 110 110 l1li 110 110 110 110 110 110 110 110 110
,)A IGI- 41 It "", NO NO NO NO NO 110 NO 2290 3810 7140 10JS0 32.4
IG 9 I '2 11/7'" NO 110 NO NO NO NO NO NO NO 0.5 110 NO
IGl1 " 1""" 0.5 NO NO NO 0.68 NO NO NO NO 0.9 NO 110
.,J 41 ""'" NO 110 NO NO 5.6 2.5 2.5 NO NO 0.6 NO NO
"
-!, IG14 45 """, 0.5 NO NO NO 20.3 2.9 1.4 NO NO 110 l1li NO
sa 15 45 "/8'" 1.3 NO NO NO 211 0.6 NO NO NO NO 110 NO
Ell UnII 6IIt"2 NA NA NA NA 0.19 NO NA NA NA NA NA NA
"" 2 UnII 6111192 NA NA NA NA 11.6 0.22 NA NA NA NA NA NA
"'13 UnII 6111192 NA NA NA NA 0.3 NO NA NA NA NA NA NA
"'84 UnII 6IIt"2 NA NA NA NA 25.9 0:12 NA NA NA NA IIA NA
"'15 UnII 6111 192 NA NA NA NA 7.58 0,12 NA NA NA IIA IIA IIA
"1. UnII 6/11192 NA NA IIA IIA 46.5 1.31 NA NA NA IIA IIA IIA
IG 16 45 7110/92 0.9 NO l1li 110 556 16.9 18.3 NO NO 110 110 110
.'7- 45 7110192 110 110 l1li 110 lID 110 110 10.3 2.5 30.3 42.7 110
.,8- 42 7110192 110 110 lID 2.0 NO 110 NO 65.2 141 330 410.0 110
L;. 'IG 19 - 42 7/fIIIl92 110 5.2 4.6 23.3 202 39,0 157 1570 1400 5810 4953 2.5
.20 39 7110192 NO lID NO NO 110 NO NO 110 110 NO lID 110
IG 21 42 7110192 110 110 NO 110 110 110 NO NO NO 110 110 l1li
IG24- 45 7110192 2.2 lID lID lID 110 NO 110 1.2 NO 110 It.9 110
..25 45 7110/92 1.7 NO l1li lID 291 7,6 1.0 l1li 110 0.5 lID lID'
). IGZ6 45 7/fIIIl92 110 110 NO NO lID 110 110
~ lID 110 110 110 NO
¡,... 27 4Z 7'"192 NO 110 NO 110 110 NO lID 110 110 0.5 110 110
1128- 51 7,"192 110 110 NO 110 110 110 l1li 2.5 3.3 0.6 9,9 NO
~,. IG28 54 7/fIIIl92 110 110 110 110 110 NO 110 4.0 3.6 0.8 17.4 110
~ IGSO- 39 7/fIIIl92 110 110 110 2.9 110 110 110 50.9 186 44.7 112.6 110
~.. IG 31 42 7/fIIIl92 NO 110 110 110 NO 110 110 l1li NO 110 110 110
T,I..lIt 7/f18192 110 110 l1li NO NO l1li 110 110 NO NO 110 110
-..e.. lit 711 0192 0.8 NO NO 110 110 110 110 110 110 110 110 110
"elll lit 7110/92 110 110 110 110 110 110 110 110 NO NO .. lID
.';
" " ',~
I.
0,,'
'..,
",
""
, ,
.
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"
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l
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tel
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t ITL
. Soll-
. No. De.ec.8d
. l18li1- Can.-iM.e L_I
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. VI..,. CIII.,I.
. Te.NCtI'_".".-
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I,Z.DCII
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sa
110
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c....- - "U.a'lw", Idlnttfl8d, IIut ...a la.. ./Ian I....,...ory ",*,,1,. 118111.
JUI8r ~-.". ...~.... - INtlce... .. -.
I Tw WlI....I',.. ........ - INtlcel8d .. _.
'-I
~ _ltIIlllWt~al L"""'tory -1".lcel I_te., 1991, 1992.
"al.. Itwt_al ""1_. ~... 15. 1992.
8
TABLE 4-2
WELL OWNER INFORMA nON
Well Owner ~ KS Site illtt Addres~ 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)
.
. TABLE 4-3
1990-92 VOC ANALYITCAL DATA for WELL WATER SAMPLES
SAUNA PUBUC WATER. SUPPLY WELLs srœ
SAUNA. KANSAs
Date of Concentl'ltion (ulf/L)
CollectiOl1 m ~ Benzene ].2-DCA .£&1.
St\UNA PWS WBU. # 1
5/8/90 l.a! ND ND ND ND
10/29/91 3,9 0.6 ND ND ND
7/7/92 .u 0.6 ND ND ND
SAUNA. PWS WElL #3
5/8/90 SO.O 4,a! ND ND ND
]2/31/91 2.7 ND 1.7 0.5 4,0
8/27/91 ].4 ND
10/29/91 ND ND 22.2 7.7 2.8
11/5/91 17.5 1.9 ND 0.sJ 3.1
1/3/92 ND ND ND 3.6 0,9
4/Z2/92 1.3 ND 9.1 1.2 ND
. 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.a! ND ND ND ND
12/31/91 2.1 ND ND ND 0.9
8/27/91 21
10/19/91 0.9J 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 #5
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
]/3/92 31 0.6 ND ND ND
8
TAIILB 403 (n.." ')
. 19!1Oo9Z VOC ANAL'Y11CAL DATA for WElL WA1ER. SAMPLES
SAUNA PUBUC WATER SUPPLY WElLS srœ
Dlte 0( Concentration (URIL)
Collection ~ m Benzene 1.2-DCA .£&14
SAUNA PWS WP.U. #1
5/8/90 23 2.QJ ND ND ND
8¡rT/91 22
10/29/91 I.QJ NO ND ND ND
1/3/'11. 3.3 NO ND ND ND
7/7/'11. 6.6 NO ND ND ND
SALINA PWS WElL # 13
5/8/90 ND NO ND ND ND
10/29/91 0,9 NO ND ND ND
7/7/'11. ND 1.9 ND 5.8 ND
PRIVATa WEU.s
Reed (26) 5/8/90 4.QJ 2.QJ ND ND ND
11/$/918 17.0 8.1 NO ND ND
8 7/21/'11.8 21.2 9,0 ND ND ND
Betta (28) 5/8/90 0.81 NO ND ND ND
11/$/91 ND ND NO ND 2.6
UUy (32) 5/8/90 ND ND ND ND ND
11/$/91 ND ND ND ND 0.7
Ant Presbyterian 5/8/90 ND NO ND ND ND
anlrdl (33) 11/5/91 ND ND ND ND ND
Picurinl 11/6/91 3.2 0.1l ND ND NO
7/10/'11. 1.9 NO ND ND ND
Miller 11/$/91 4.6 1.5 ND 3.9 0.7
7/21/'11. 3.0 1.0 ND 2.6 ND
McCrae 11/6/91 ND NO ND ND ND
St. John'. #2 11/5/91 ND NO ND NO ND
Abbreviabona: pIlL - mic:zapam per liter NO - not detected
PCE - t~ (or tetradlJomeÚlene) - not lnaJyzed
TŒ - trÎdllOlOetbylene (or trichJoroeUlene) I.2-DCA - 1,2-dichloroethane
8 . 1~ also detected ca. - carbon tetrachloride
J - icleatiCed. but 10 low that quantity is estimated
(33) -18IIIpÑI number used in KOHl! Salina PWS Weill Site SSl Repon
NOte: Only aelected VOQ reponed.
8 Sourœa: Analytical dara (rom: u.s. EPA Contnet Laboratory Program. 1990, Conlinenral Analytical Services, Inc.. 1992.
Kan&U Health 01: Environment81 Laboratory, 1991-1992. Wilson Laboratories. 1~1992.
.
June 1993
24
S-
5.
SURFACE WATER PATIlWAY
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.
8. S.2
No drinking water intakes are within 15 miles downstream of the site. Most residents are served
by the Salina public :-vater 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).
Surface Water Targets
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
2
5.4
Surface Water Pathway Conclusions
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
June J.22J
26
S.alina p~
6.
SOIL EXPOSURE AND AIR PA'mWAYS
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 Exposure and Air Pathway Conclusions
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.
.
ATrACHMENT 5
Facilities Which Were Investigated as Potential Sources
Detailed Information
.
.
.
ATrACHMENT S
Facilities Which Were Investigated as Potential Sources
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 iÏ1dicated 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 SOO 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 SG 27) contained low
concentrations of PCE and TCE. VOCs were not detected in the ground water sample
submitted for laboratory analysis. .
Burr's 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 PΠand
trace concentrations of several petroleum hydrocarbons.
8
Fonner 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
February 1992 (Reference 22). Probe location SG 4, also near and downgradient of this
facility, contained PCB and traces of gasoline constituents.
.
A1TACHMENT 5 (continued)
Fonner Stewart's Model Laundry & 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 11.6 p.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.
Quinley'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 Mongage) 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 Stewan's Model Laundry & Oeaners
. indicated significant PCB contamination near this fonner dry cleaning facility, A gròund
water sample collected downgradient from both of these former facilities (probe location
sa 4) contained a significant concentration of PCE.
Fonner 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/din 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 reponed
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
.
A1TACHMENT 5 (continued)
Asbury-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 liST
at this location in November 1989 (Reference 22). VQCs 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.
J
Former Weeks Self-Service Filling Station at SOS 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 this former UST site (probe location SG 8).
.
Sears Auto 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).
8
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 reponed 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 sa 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.
Ninth St. in Salina. The contact person for Warmack & Company is Mike Rider (913-827-
8711).
.
.
8
A1TACHMENT 5 (continued)
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 Hour 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 PΠcleaning 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-Hour 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 sa 19)
contained excessive concentrations of both chlorinated solvents and gasoline constituents,
particularly PΠand 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).
.
A'ITACHMENT 6
Sample Locations and Rationale
8
8
ATTACHMENT 8
. SAMPLE LOCATIONS AND RATIONALE
Samcle :(; Samcte Tvce Location and Descrictlon 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 coUected 10/29/91
SG 1 ground water downgradlent of printing facility 11/07/91 1715
SG2 ground water onslte at printing facUity 11/07/91 1425
SG 3 ground water onsite & downgradlent of printing 11/06/91 1345
SG4 ground water downgradlent of former body shop 11/07/91 1645
and dry cleaners
SG5 ground water downgradient of former UST site 11/07/91 1515
SG 6 ground water onslte & downgradlent of former 11/07/91 1600
UST site
SG 7 ground water downgradlent of known VOC user 11/06/91 1520
. SG8 ground water onslte & downgradlent of former 11/06/91 1720
UST site
SG9 ground water downgradlent of dry cleaners & 11/07/91 0850
former UST site
SG 11 ground water downgradlent of pOL VOC user 11/06/91 1602
SG 13 ground water onslte at former plumbing & 11/06/91 1035
heating business
SG 14 soI-gas & downgradlent of former plumbing 11/06/91 1158
ground water and heating business
SG 15 sol-gas & onslte at dry cleaning facility 11/08/91 1000
ground water
Sl Johns ground water downgradlent 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
ayde Reed ground water resample to confirm prior VOC 11/05/91 1145
Well contamination
8 Jim Betts ground water upgradient of known VOC 11/05/91 1300
Well contamination
ATTACHMENT 8
(ContinUed)
. Sampte locations and Rationale
gamete '* Samete Tyce Location and Oescr/ctlon Date TIme
O. UJly well ground water upgradlent of dry cleaners 11/05/91 1605
& LUST site
Presbyterian ground water upgradlent of potential VOC 11/05/91 1110
Church weft source areas
Dr. John ground water upgradlent of contaminated PWS 11/05/91 1355
Miller welt well & downgradlent of
potential VOC source areas
PIckering ground water downgradlent of known VQC 11/06/91 0945
well contamination
S. McCrae ground water downgradient of potential VOC 11/06/91 1135
well source areas
Field Blank water trip blank for samples collected 11/05/91
PWS wells ground water verify current VOC concentrations 7/07/92 1050 -
(1. 3, 4. 6, 8. 11. 12, 13, 15) 1315
spt/t samples collected by city
. SG 16 ground water downgradlent of known VOC 7/10/92 1035
contamination
SG 17 ground water upgradlent of known VOC 7/10/92 1205
SG 18 ground water upgradlent of former dry cleaners 7/10/92 0905
SG 19 soU gas & onsite & downgradlent of former 7/09/92 2005
ground water dry cleaners
SG 20 ground water upgradlent of former dry cleaners 7/10/92 1430
SG 21 ground water downgradlent of former dry 7/10/92 1400
cleaners
SG 24 ground water upgradlent of dry cleaners 7/10/92 1730
SG25 ground water downgradlent of dry cleaners 7/10/92 1630
SG26 soH-gas & onslte/upgradlent of former 7/09/92 1825
ground water dry cleaners
SG27 ground water downgradient of former dry 7/09/92 1855
cleaners
8 SG 28 ground water onslte of former solvent use 7/09/92 1155
area and UST site
ATTACHMENT 8
. (Continued)
Sample locations and RatlonaJe
Samele I; SamDie Tvee Location and Descrletlon QitI Tim,
SG 30 soI-gas & onslte & downgradlent of 7/09/92 1600
ground water former LUST site
SG 31 soll-gas & downgradlent of solvent 7/09/92 1705
ground water use area
Pickering ground water resampJe to confirm prior 7/10/92 1048
wefl VOC contamination
Flefd Blank water trip blank for samples 7/09/92
collected, stored, and
transponed
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
transponed
. Clyde Reed ground water resample to confirm prior 7/21/92 1850
wefl VOC contamination
Dr. John ground water resample to confirm prior 7/21/92 1825
MßJer VOC contamination
.
.
June 1993
27
Salina PWS ~
7.
SUMMARY, CONCLUSIONS AND RECOMMENDATIONS
7.1
Summary
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¡.tg/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 Sålina 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 were 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 contamjnation
discovered during this investigation.
7.2
Conclusions
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 exceeded MCLs in the Salina municipal water distribution
8 system.
.
June 1m
28
Sa~
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
8-
8
June 1993
29
Salina PW~
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.
.
A1TACHMENT 7
In-Field Analytical Results
Tables A & B
8
8
.
8
8
A'ITACHMENT 7
TABLB
A
SALDIA PWS WBLLS SITB
ABALYTICAL RESULTS :&'OR :&'IBLD AHALYSES
HOVBNBER 6 - 8, 1991
Probe or Well Contaminants in .I.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 NO
#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 NO NA NA NA NA
#14 HS 45' 0.4 4.1 ND NA NA NA NA
#15 SG 6' 0.1 34.9 ND NO NO ND NO
#15 SG 12' ND 1.1 NO 'ND NO NO NO
#15 HS 45' 0.2 31.3 NO NO NO ND NO
st. John's #2 65' ND ND ND ND NO ND NO
PWS #3 85' 0.7 8.5 P NO 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 -- NO NO NO NO ND ND NO
Dr. Miller 72' 0.7 3.8 P NA NA NA NA
Pickering 50' 0.3 2.4 P ND NO ND NO
McCrea 60' ND NO ND ND ND ND NO
MCL 5.0 5.0 5.0 5.0 1,000 700 10000
Abbreviations, TCE - Trichloroethylene
PCE - Tetrachloroethylene
CCL = Tetrachloromethane
BEN - Benzene
TOL = Toluene
ETB - Ethyl Benzene
XYL = Total Xylene
Source: KDHE/BER Salina PWS Wells Site Field Notes, 1991.
Analyses performed on a Shimadzu GaB Chromatograph utilizing EDC
and FID detectors.
ND - Not Detected
NA = Not Analyzed
P = Present, not quantified
HS = Head Space
SG = Soil Gas
MCL = Maximum Contamination Level
.
8
8
A1TACHMENT 7 (Continued)
TABLE
B
SALDlA PWS WBLLS SXTE
AHALYTXCAL RESULTS 1'02 I'XBLD AHALYSES
JULY 9, 1992
Probe Type of Depth Cont8llh,.tion in &IIL
I.D.I Location Sample (feet) BEN TCE PCE
128 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
119 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 utilizing an ECD and
FID detectors.
.
A'ITACHMENT 8
Driller's Logs for Test Holes and Wells
.
.
.
A'1"1'ACJDœ!1T 8
Driller's Loqs tor Test Holes and Wells
(shown in Figures 3-1, 4-2, and 4-3)
Salina PWS Wells Site
salina, Kansas
Litholoqic 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 qravel; 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
Prom
(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
8
A'l'TACJIHBIIT 8 (Continued)
Driller's Loqs tor Test Holes and Wells
Salina PWS Wells site Salina, Kansas
PWS W.ll
#,
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
Wellinqton 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
8
ATTACJDœ!rJ.' 8 (Continued)
Driller's Loqs tor Test Holes and Wells
Salina PWS Wells site Salina, Kansas
PWS Well
#11
8
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
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
.
AftACJIHDT 8 (ContinUed)
Driller's Loqs for Test Holes and .ells
Salina PWS Wells Site Salina, Kansas
See logs for test holes 2 and 21 for lithology near PWS wells #15
and 116.
st. John's Hospital (#2 west well)
Soil, fill material
Silt and clay
Sand and gravel
Silt
Sand and gravel
Prom 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
Prom To
(feet) (feet)
0 18
18 46
46 47
47 56
56 57
57 72
Clyde Reed's Well (in basement)
Clay, blue
Clay
Gravel
Sand, fine
8 John H. Miller's Well
Clay
Sand and gravel
Clay
Sand and gravel
Clay
Sand and gravel
References: 6, 16, 35, 36, 37, 42
8
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WELLWATEATO BE USED AS:,' ,5 Public ,water luppey ,8 AIr,COlldlUouing '11'In ectIan W81;:,', '~', ,',~.;,
:""1'~,' '3 Feedlot " ',' 8 011 field wate,.upply,', 9 Dewat8r'..-,g' ',',"" ,..12 Other (~~.; ':',
~ ~ ~'-:... !::: == ~:,~:~,;::: . ~ ~:~lh~:
mitted ',,: '",.,' ','",.', " Watef We. Disinfected? Yes "%"""'.':'Nèt~;::...:,:' "~,,
EOFBLANKCASINGUSED: ."" ,,'5Wroughtlron 8 Conc:retetlle "CASINGJOINTS:GI&Jd',~;",O8nped..;,...
Steel,' ,3RMP(SR), .', 8Asbestos-Cement" ,90u.(Specifybelow)" "'" Weld8CL..,.;¡~:"~',;~'!::~;';..i,:.:..~
=...:.J.. ,: ..~~,:, ,';';to:,~i:: ~,7, ~""~ :',,:,:: :;: ~::: ::::< :::: :~;~/.;" ;,,~:,:!!,;~:;L:':-.:
height abcM!Í I~ surface.;, .12.,..,.",:., ,In" weight., ..160,.",., ',""""" IbsJlt. wan Ihlclcnes8'or gauge No; " ~:;:~;:::. ';; ;'..:.
JF SCREEN OR PERFORATION MATERIAL: - 'XPVC :' ~10 Asbeetoe-cement,'::":::~'~,~:::.< ::':> ~
.. ' " "'::"""":"~""'."
Steel., ,'" 3 Stalnle88atee1' " 5 FIberglass' 8 RMP(SR) 11 Other(specify.,:".u'~;;;':""""~;';.."..
.. ,,".'.. "."" " '. """."",~,
Brase", " , ": 4 Galvanized steel', 8 Concrete tile 9 ASS 12 None used (open hoIe)":::::,::';,:,~.':':"
N OR ':'!=RFORATION OP~N!NGS. ARE:, , " ,5, !3auzed wrapped ElCSaw cut ',' ',,'; ": ',',:' 11!':~' (~~~~) ~:
eonunuou.Siot ',':3MIUalot:.',.' ..,8W1rewrapped,.. "" \ 9Drllledhole8";':\;;~~:';;';..;:2;r~l~';';:"~'~:~:",
T~ 'NTERV~;~::~:'.: :: .:::::; :~~; ~:':: ::: ::': ':: ~:'= ;~:j[: ()fJ\: ;":;f::;';~t~t~~~f~
."'!.""'~ PACK I~~:, From. . .non&. , , . . . , . " . It. to. . , ',' , . ",' . . . .'. . .It.. Fr:om . . , 'H . . ~""" :~ . ',~' ,It. to. . ", .:; .'; ;:.' .;~..;. ..ft. \
':..ö,-': '",,',",> , "',,;From' It: to ' It. From' ,:,'ft.:ta' ' !::".:,! ~":;,~:~,'::ft.
)~,~~IAL:,,:I,:\,~l.~tC8~.,.i.o:' ,2~mentgrout, ,,3Bentonite '"Other """"':'~';;;::"~.":'~'-:"~:~';~':~:.~,'~::..
ltervala:,', From,.,.,..".,...ft;,to..,...".,..It.. From,..,.".".,ft. to...,......., 1t.."From,.'".,..."....,ft. tø,.",.....;..;.,.,. ft.
lh8n8ar88taourceotPossiblec:Ont.mnaöon:" , "'..,' '. "'10 Uvestoc:kpen;. " '14~,~MiI" ":
' , " , , ,'" '
SeøtIc tank 4 Lat8raJ Ones' 7 Pit privy ,11 Fuel atorage . 15 011 WeIIIGu'.. :, '
Sewer lines -,5 Cess pool 8 Sewage lagoon 12 Fertilizer IItor8ge ,18 Other (aP8drY:~)' "
' , '", ' " '. -- ' :'" ,
Wat8tight aewer lines 8 Seepage pit', 9 Feedyará , 13 IrtsealrJde~. -, " ", . , : , ::' ':; . . ':"~;';~/:::.i;;.; '-:-::'..
,fromW8ll? ,SouthW..t ""', " HoWm feet? "~~. ' ";""":':.;'.':':'..,.:':'~:'\'
TO, , LI11iOlOGIC LOG FROM TO LrrHOLOGIC LOG
ToSoll".
f ,Brðwn 01
S"Med.~ tø,.HeaSaad
'z. :t ::Brown' Sa.a4atcme, '"
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A, 's OR LANDOWNER's' CERTlFlCATtON: This watef well was (ij c:onstnJcted, (2)'reconsttuc:ted. or, (3) plugged under my uÍi8cÏdIó.,MdWU
i] on ( mafdaytyear) " . . Lr ~.17.':'ß 6 ..' ...: " : .' . : . . . . . , . , , , , :. ..: ... ; , . : . .. .. " , and this record Is true to the best of my Ia ~ ..:.c. b8i.f.. KanIa
ell Contractor's Uc:ense No. :,:,:.,::3es, , '"" . ',' "" This Water Well Record was completed on . /yr)'::: ~1,.~,~:.":',:'~~ :"~.:. ;': ~':'::f'~
IbuSinessnameot .,Pas ,Serv:1.c:e,: .. " sf " ";",' '"
;-nONS: Use typewriter or ball point )en, PLEASE PRESS FIRML Y and ~ dearly, Please tül in b , Und ine or arcte ItIe , ~. §end top
:I~U) KansuDeøanmentfor ~althand,en.w~.me.1t, Division~~ronment, Envirorvnental Geology Sec:tIon, Topeka. KS,66820. Send,onetoW~~.;,~
<u....retainone rr"""",.....,. ", '.
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, 'WATER WELL RECORD
~
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IELb' OWNER:
,~ ~ Box" : Bo8rå 01 Agrlcultln, DM8ion 01 Wa.
StateZlP Code NUmber:
)CATEWELL'SLOCATIONWITH.. DEPTHOFCOMPLETEDWELL.".,S9,.,.....1t. ELEVATION: ...,.1.24.0......"...,..'t~....~,.,,:'~j
:II"X"INSECTIO~BOX: ~.)GroundwaterEncountered '.....,41.....""1t.2,...,.,.,.",,.,..1t.3,......;:':...-..."It. t
WELL'S STATIC WATER lEVEL ,41.'.,..,. It. below land surface meuured on moIdaylyr . 9~22~9.:... :... '
, Pump test data: WeU water was . ,44.: . . . ., ft, after. . . . ,1, . .. hours PUmping :. . . ~ . 30,. gpm
Est. YIeld ,,7. i. ,. gpm: Well water was "..."..." ft. after, . . . . , . , , .. houra pumping .. . .. . . .... gpm
E BoreHoleDlameter,..9.,....Jn.to.""...S9"..."ft..and"..""."..,...,In,to '.....:,...;,;,,1t.1
WELL WATER TO BE USED AS: 5 Public water supply 8 AJr conditioning 11 Injection MIl , ' I
1 Domestic 3 Feedlot 6 011 field water supply "9 Dewatering 12 Other (Søecity below) J
' 2 ,~ 4 '~trIaI 7 laWn and garden only 10 MonitOlfng wen """""oooo.oooo..............
Was a d1emicaJIbacterioiogiCal sample submitted 10 Department? Yes............No....X.....; If yes. moIdaylyr aampI8 was .
m/ttecI " Water Well Disinfected? Yes X"" No'. !
'(PE OF BLANK CASING USED: 5 Wrought Iron 8 Concrete tile CASING JOINTS: Glued, X. . . Clamped . . . . .. I
1 Steel 3 RMP (SR) 6 Asbestos-cement 9 Other (specify belowl WeIdecI . . . . , . . , . . . . . . . . , .
2 PVC 4 ABS 7 Fiberglass ' ',..................,....,. Threaded.. . .. . .. .. .. .. , ..
~caslngdiameter'",5,..,.,..Jn. to..",.5.3.."ft., Dia...."",.,.,in, to".".,.,.,.,ft" Dia.,.".".,..,in.to .,:.,.....". It.
'1g height above land surface. . . , . ,12, . . . , . , , ,in" weight. . . ,¡~O, . , , . . , , . . . , . . . . , IbsJft. Wall thickness or gauge No. .~1;)R: ~.~, , , , . . . . ,
'= OF SCREEN OR PERFORATION MATERIAL: 7 PVC 10 AsbesIoS-cement " ,', ,
1Steel 3Stalnl888ateet 5 Fiberglass 8RMP(SR) 11Other(specify)..,.,..~..,.,..,.....,
2 Brass 4 Galvanized steel 6 Concrete tile 9 ASS 12 None used (open hole), ,
EEN OR PERFORATION OPENINGS ARE: 5 Gauzed wrapped 8 Saw cut ,~1None:(open hole)
1 Continuous slot' 3 MIll slot 8 WIre wrapped 9 DriUed holes ", ' ' , " -:
2'~shutt8r ',:.KeyJlUl1Ched, - 7Torchcut ,"0Other(sPecitv),...,..:...'...,."'~,.~':.:~;'....
....""'qFORATEDINTERVALS: From.,..,..S3'.......It.Io....".,59.",....ft..From:...,.,.,.,.,.", ft.Io,:,~",:~,:',.'....:.,fl
.. From...........,....,ft.to.....,......'.....,It.,From.,....".."".".,ft.Io,."..'...'.....,..~...fl¡
GRAVEL PACK INTERVALS: From..,....4.S....... ft. to,.......59....,..tt.,From................. ft.Io.,......,."..,...~lt.i
From ft. to ft., From It. to' 'ft. I
ROUT MATERIAL: ,,1 Neat cement 2 Cement grout 3 Bentonite.. Other """""""""""""'.......".:
:tlnteMIIs: From..,.'.O,~...,tt.Io....,.20....ft.. From........,..,1t. to..,.....,."It.. From,........,.,tt.to"""....:..tÌ.1
t is the nearest source of possible contamination: 10 Uvestoclc pens 14 Abandoned water weN
1 Septic tank 4 Lateral Ones 7 Pit privy 11 Fuet storage 15 OD weIIIGaa MIl
2 Sewer lines' 5 Cess pool 8 Sewage lagoon 12 FertiUzer slorage ' 18 Other (specify below)
3 Watertight sewer lines 6 Seepage pit 9 Feedyard 13 Insecticide storage , . . . . . . . , .. . . ; . . . . . . . . . . . . . ,
:tion from well? EA8'l' How m feet? Q ,
:JM TO FROM TO, PLUGGING INTERVALS
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~ , - rOR'S OR lANDOWNER'S CERTIFICATION: This -ter well was (1\ cnn-.,t't'"1 (2) réconstructèd. or (3) plugged under my jUli8dIcIå.o'\ and was
9~2~9 ~ , , ,
'stedon(moIdaylyear)..".. ""'s" ',...,.,',.,..............,..,. and this etothebestof andbetlef.Kansas
Well Contractor's Ucense No. .' Jð. , , , . , , , , , , , , , " This Water Well Record was OJmpleted /yr) '. 9. ,
the business name of PESTINGER, PUMP SER VICE b 'si
. STJUJCTIONS: Use ~ or Þ8I Oft 18ft. I'I.£ASE PRESS FIRMl Y - ~ d88IIot.' ~ II .. III8nIIa. ..-.. ", arcI8 118 -- Send IDø -
I ~ - e-. eo- 01 w- "'-:8an, T~ KaI-. 6II2Do73:!IL T-.- l1So2ll6-ðl14. Send - .. WATÐt WELL 0WN£fII - - - tar ,ow
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~ A P PEoN Do I X A
r TEST HOLE LOGS
- Index to Test Hole Logs -
Test Test Test
Hole Hole Hole
...J!s2.... fAa. ..l!2a. fAQ. ..li2.&. flu.
1 A-16 23 A-15 45 A-3
2 A-13 24 A-12 46 1-4
I
3 A-13 25 A-19 47 4-3
4 A-12 26 A-18 4B A-5
5 A-11 Z7 4:'~0 49 A-6
6 A-10 28' A-19 50 A-7
. 7 A-5 29 A-2O 51 A-8
8 A-4 30 1-19 52 A-9
9 A-2 3l( ÖJ!4) A-22 53 A"'!'11
I
10 A-2 32 A-21 54 1-9
11 A-7 33 A-23 55 1-8
12 A-7 34 A-22 56 A-8
13 A-11 35 ', A-22 57 A-15
14 1-5 36 1-20 58 A-16
15 A-6 37 1,.21 59 A-6
16 A-10 38 A-21 60 A-17
17 A-9 39 A-14 61 A-17
10 A-2 40 A-14 62 A-18
"'"
19 lL-16 4', A-14 63 A-17-
8 2G 11.-15 '? A-10 64( OB2) A-19
h..
.21 ,\-13 L.j .;-4 65 A-18
., 'j 1..-12 44 .-',.-] OB3 A-8
,~-
.
. ,
In the. toilaving .page. °are listed the. logs ot 65 test ~cles drilled
by the Hydraulic Drilling CCJIp8J:IJ ot Sal1n&, tor the City ot S.1h,.,
Kansas, anå under the supervision ot WUson " CCIII.p&J:I;T, ~1neers "
Architects, Salina, Kansas. The numbers in parenthesis are those udcœd
when dri1 J i ng anå are the S8.118 &S shown on the maps, text aDd tabl..
contained in the report. The numbers tollowing thee in parenthesis are
the standard Geological SurYey identitication numbers that can be used
to locate a particular test hole without benetit ot a map.
In th.e Geological Survey system, test holes are numbered in groups
by Towship, Range anå Section, followed by letters denoting 160-acre,
4O-acre and 10-acre subdi nsions -or the section. The folloving sketch
and example demonstrates the Geologi-cal S~ey method ot number1l3g
as applied to the first test hole located L(9) 13231ddgf
R2W
8
0' .
.
,
r;1
'(
b a
b a
-
c ~
T
13
S
The sketch shows Towship 13, Range 2, Section 31. Test hele No.9
is in the.SE:Ì{d) ot the SEi{d) ot the SEt(d) ot the section.
Fallowing the Geological Survey t s system, the first logs are those
in Tcwnsh1p 13, follq\l8d by those in Towship 14 and then those
in To'Wl18h1p 15.
The followiDg key is being used throughout the list of logs:
8
GE = Ground Elevation at Test Hole in Feet, U .S.G.S. Datum
SWL = Static Water Level at Time ot Drilling; (depth below ground)
WTE = Water Table Elevation at Time of Drilling; U .S.G .S. Datum
A-1
,
I
I
(
I
(
I
0 I
I
Thickness Depth
. Feet Feet
(9) 13231ddd GE 1 211 .66 SWL Zl.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) 13231cdd GE 1 213 . 11 SWL Zl.6 WTE 1185.5
Drilled 20 November 1956
Quaternary - Alluvium
Silt and Clay 25 25
. Sand, fine to medium 5 30
8 Gravel, medium to coarse 34 74 .
Permian - Wellington
Shale, blue 6 80
(18) 13336cdd GE 1218.35 SWL Zl.5 WTE 1186.4
Drilled 23 November 1956
Quaternary - Alluvium
Sil t and Clay 33 33
Gravel and S11 t 18 51
Gravel, fine f medium to coarse 24 75
Silt and Fine Sand 11.5 86.5
Permian - Wellington
Shale, blue 4.5 91
8
A-2
. '--
. ,'..-. . --,'.
Thickne88 Depth
. Feet Feet
(I..7) 1425bbb GE 1211.13 SWL 26.0 WTE 1185.1
Drilled 11 December 1956
QU&te~ '~:.1Uuvium
SUt and ClaY' 2S 28
F~ Sand 4 32
SUt and ClaY' 5 37
Gravel, fine to coarse 30.5 67.5
Permian - Wellington
Shale, blue 5 72.5
(44) 1425bbc GE 1 212.64 SWL Z7.0 WTE 1185.6
Drilled 11 December 1956
Qua ternary - Alluvium
SU t and ClaY' 29 29
. Fine Sand 2 31
Silt. and ClaY' 7 38
Gravel and Silt 6 44
Gravel, fine, m~um. to coarse 15 59
su t 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 70
Permian - Wellington
Sha.le, blue 5 75
8
A-:3
...
Thicknes8 Depth
. Feet Feet
( 8) 142Sbcc GE 1212.86 SWL 27.1 WTE 1185.8
Drilled 1 2 November 1956
Q1aternary' - Alluvium
Silt and. Clq 43 43
Sand, fine to medium 15 58
Clay 'and Silt 1 59
Gravel, medium to coarse,
clay lenae 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 '1 26'
Silt and. Clay' 9 35
Gravel and S11 t 7 42
Gravel, fine, medium to coarse Z1 69
Permian - Wellington
I
- Shale, blue 5 74
(43) 1425ccb GE 1212.79 swr.-2J.3 WTE 1189.5
Drilled 10 December 1956
. Quaterna.z:y - 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' and 47' 34 71
Permian - Wellington
8 Shale, blue 5 76
A-4
~
~
.
(48)
8
( 14)
8
(7) 1425ccc
GE 1212.19
SWL 24. 2
, Drilled 9 November 1956
Qua tern&l7 - AlluVium '
Silt and Clay
Fine Sand
Gravel, medium to coarse
Silt and Sand
Gravel, coarse
Permian - Wellington
Shale, blue
1426aba
,GE 1210.09
",
SWL 25.0
Drilled 11 December 1956
.Qua ternary - Alluvium
Thickne..
Feet
WTE 1188.0
7
13
3
8
35
6
WTE 1185.1
SUt and Clay 23
Gravel, clean, fine, medium to coarse 44.5
,
Permian "- Wellington
Shale, blue
1426ddb
GE 1216. 18
SWL 31.0
Drilled 26 November 1956
Qua~ernar;y..-~.~uVium': . -
SU t and Clay
Gravel and SUt
Gravel, fine, medium to coarse
Gravel, some sUt
Permian - Wellington
Shale, blue
A- 5
5
WTE 1185.2
'. L
29
7
37
4
5
'. , , .
-... 'u ..'
Depth
Feet.
7
20
23
31
66
72
23
67.5
72.5
29
36
73 '
77
82
.-
. Th1ckDe.. Depth
. 'T~t Feet
( 15) 142£;' ,id GE 1214.10 SWL 28.0 , WlE 1186.1
Drilled 26 November 1956
Qaaternar;y - AUuvinm
Silt and Cla,. 24 ,24
Gravel, fine, medium to coarse 50.5 74.5
Permian - Wellington
Shale, blue 4.5 80
(49) 1426bcd GE 1214.57 SWL 28.4 WTE 1186.2
Drilled 14 December '1956
Quaternary - Alluvinm
Silt 30.5 30.5
,Gravel, fine to coarse 34.5 65
Gravel, fine to coarse, 8il t,. 15 80
8 Permian - Wellington
Shale, blue 4 84
( 59) 1426cba GE 1214!28 SWL 28.2 wrE 1186.1
Drilled 18 J anu.ary 1957
Qaaternar;y - Alluvium
Silt and Cla,. 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
- '; .',.
8
Th1 ckne.. Depth
Ft!let left.
(12) 1426cbb GE 1213.79 SWL 'Zl.9 WTE 1185.9
Drilled 23 November 1956
Quaternary - AUuV'ium
SUt and Clay 'Zl :'Zl
Sand and SU t 2 29
Gravel, fine, meidum to coarse 35.5 64.5
S11 t and Clay 1.5 66
Gravel, tine, medium to coarse 15 81
Permian - WeUiIJgton
Shale, blue 5 86
(50) 1426bbc GE 1214.04 SWL 28.5 WTE 1185.5
Dril1Jed 24 December 1956
Quaternary - Alluvium
SU t and Clay 22 22
SaJ::d and SUt . ~ 3 2S
Gravel, fine, me&1Um to coarse SO 7S
Gravel, some sUt 2 77
Gravel, .fine, medium to coarse 11 88
Permian - VeUington
Shale, blue 5 93
(11) 1426bbb GE 1 '2tJ947 SWL 28.5 WTE 1181.0
Drilled 19 November 1956
Quatel"%1ary' '- Alluvium
.
S11 t and Clay
S11 t and F1.ueSand
Gravel, fine medium to coarse,
clay lense at 41'.
Gravel and SU t
Gravel, fine, medium to coarse
25
6
30
8
6.S
2S
31
61
69
75.5
Permian - Wellington
Shale, blue
6.5
82
8
A-7
Thickness Depth
8 Fe8t Feet
(51 ) 1426cbc GE 1214.58 SWL 30.5 WTE 1185.1
Drilled 20 December 1956
Quaternary - Alluvium
Silt 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 \n'E 1186.4
Drilled 19 December 1956
Quaternary - Alluvium
Silt and ClaY' 2J 2J
Gravel, fine, medium to coarse 66 89
. Permian - \oTelliDgton
Shale, blue. 5 94
(OB3) 1431add GE 1214.0 SWL 28.0 \/TE 1186.0
Drilled 1 MaY' 1957
QuaterM.r;y - Alluvium
silr€ and Clq 25 25
Sand, fine to medium 7 32.
Gravel, fine, medium to coarse 53 85
Permian - \oTelliDgton
Shale, blue 4 89
( 55) 1 431 ddd GE 1216.33 SWL 30.9 WTE 1185.4
Drilled 9 December 1956
8 Quaternary - Alluvium
gUt and Clay 30
30
Gravel, fine, medium to coarse 61. 5 91';5
Permian - Wellington
Shale, blue 5 96.5
. -...-
.
(52)
GE 1213.08
1431adc
Drilled 19 December 1956
SWL Zl.5
. ;
Quaternary - Alluvium
SUt and Clay
Sanä,4Z1d Gravel, rine, medium
to Coar8e
Gravel, some 8il t
Permian - Wellington
Shale, blue
(17)
1431bdd
GE 1215.28
Drilled 26 November 1956
SWt Z7
Quaternary - Alluvium
Sf¡ 1;' and Clay
Gravel and Silt
Gravel, rine, medium to coarse
8-
Permian - Wellington
Shale, blue
(54)
1431dbc
GE 1218.49
Drilled 20 December 1956
SWt 33.3
Quaternary - AlluVium
S~' and Clay
Sand and Sil t
Gravel, rine, medium to coar8e
Gravel (8il t)
Gravel, rine, medium to coarse
Gravel 4Z1d Silt
Permian - Wellington
Shale, blue
8
A-9
r.hlcknee8
F~~t -
W'l'E 1185.6
WTE 1188.3
WTE 1185.2
31
16
9
5
7
4
5
<3
38
2
28
18
9
5
5
31
47
S6
61
68
7-2
77
-:-
..-::--... ,
Depth
Fee't;-
<3
61
63
68
28
46
S,
60
Thickness Depth
. Feet Feet
(16) 14J1dcc GE 1216.62 SWL 32.5 WTE 1184.1
Drilled 21 November 1956
Quaternary - AJ.luvium
Silt and Clay 26 26
Sand and Silt 7 33
Gravel, medium to coarse 17 50
Gravel, fine, medium to coarse 19 ~9
Permian - Wellington
Shale, blue 5 74
(42) 1428bbc GE 1210.00 SWL 21.1 WTE.1188.9
Drilled 10 December 1956
Quaternary - Alluvium
Silt and Clay 11 11
. Gravel, sDmesilt 8 19
Gravel, fine to medium 9 28
Gravel, fine, medium to coarse Z1 55
Clay 1 56'
Gravel, fine, medium to coarse 7 63
Permian - Wellington
. Shale, blue 5 68
(6) 1428cbb GE 1214.60 SWL 25.5 WTE 1189.1
Drilled 9 November 1956
Quaternary - Alluvium
Silt and Clay 11 11
Fine Sand 11 22
Gravel, medium to coarse 8 30
Silt and Gravel 3 33:"
Gravel, medium to coat'8e 16 49
Permian - Wellington
. Shale, blue 7 56
A-10
. .
a
Thickness Depth I
. Feet Feet
(5) 1427dbb GE 12.:.20.37 SWL 30.4 WIfE 1190.0 I
Drilled 9 November 1956
Quaterna.r;r - Alluvium Œ
Silt and Clay 11 11
Fine Sand 5 16 J
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 r
Shale, blue 6 60
(13) 14312aaa GE 1216.39 SWL 32 WTE 1184.4
Drilled 21 November 1956
. Quat e rna.r;r - All u vi um
Silt and Clay 'Z1 'Z1
Silt and Fine Sand 4 31
Gravel, mediam to coarse 10 41
Gravel and Silt 5 46
Gravel, fine, medium to coarse 32 va
Gravel ~ and Silt 1 79
. Gravel, medium to coarse 11 90
Gravel, some silt .2 92
Permian - Wellington
Shale, blue 5 97
(53) 1431 2aaa GE 1217.59 SWL 33.3 WIfE 1184.3
Drilled 19 De~ember 1956
QUaternary - Alluviam
Sil t and Clay 22 22
Sand and Silt, fairly clear 9 31
Gravel, fine, medium to coarse 55 '6'6
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) 1431 2add GE 1218.67 SWL 35.5 WTE 1183.2
Drilled 8 November 1956
Quaternary- - Alluvium
Silt and Cla,. 38 38
Sand, tine, medium 5 43
Gravel, medium, coarse 17 60
Silt and Gravel 5 65
Gravel, medium to coarse 5 70
Permian - Wellington
Shale, blue 5 75
(22) 14312daa GE 1 218. 11 STJI. 35.5 WTE 1182.6
Drilled 21 November 1956
Quaternary- - Alluvium
. Silt and Fine Sand .25 25
Fine Sand 6 31
Gravel, tine, medium to coarse 39 70
Permian - Wellington
Shale, blue 4 74
( 24) 1431 2adb GE 1219.76 SWL 35.8 WTE 1184.0
Drilled Z7 November 19.56
Quaternar;y - Alluvium
Sil t and Fine Sand 8 8
Silt and Cla,. 7 15
Silt and Fine Sand 6 21
Silt and ClaT 10 31
Silt and Sand . 3 34
Gravel, tine, medium to coarse,
cJ.ay at 58 I Z7 61
Gravel and SU t 3 64
Gravel, fine, medium, coarse 11 75
Gravel and SU t 10 85
8 Permian - Wellington
~hale, blue 5 90 '
A-12
.. . ..., _..
Thickne88 Depth
. Feet Feet
,
.'
(21) 14312dba GE 1219.82 SWL 37.0 WTE 1182.8
Drilled 19 November 1956
Quaternary - Alluvium
Silt and Clay 13 13.-
Silt and Fine Sand 11 24
Gravel, fine to medium 8 32
Gravel, fine, medium to coarse j~ 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
8 . Silt and Clay 19 19
lUne Sand 4 23
Gravel, coarse 58 81
Permian - Wellington
Clay, blue 5 86
(3;) 1431 2acc GE 1220.77 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 J.6
Gravel, medium to coarse 34 80
Permian - Wellington
8 Shale, blue 5 85
A-13
Thickne88 Depth
. Feet Feet
(:39) 14312bda GE 1219.47 SWL 37.0 YTE 1182.5
Drilled 4 December 1956
Quaternar:y ,- Alluvium
Silt and Clay, 'Zl 'Zl
Gravel, .fine, medium to coarse
6lay lense at 37', cemented
2S '-29' 29 56
S11 t and Clay 7 63
Gravel, fine, medium to coarse 10 73
Permian - Wellington
Shale, blue 5 78
(40) 14312bdd GE 1219.48 SWL 33.0 WTE 1186.5
Drilled 5 December 1956
Quatel'DAry - Alluvium
8 Silt and Clay 26 26
Gravel and Silt :3 29
Gravel, fine, medium to coarse' ItS 77
Permian - Wellington
Shale, blue, 10 87
- Gyp8um 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 SUt 2 23'
Gravel, fine to coarse 6.5 29.5
Silt and Sand 9 38.5
su t 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
Shale 5 f30
A-14
-
---
Thickne88 Depth
8 Feet Feet
..;
(57) 14311dc1a GE 1226.70 SWL 45.0 WTE 1181.7 .
Drilled 17 January 1957
Quaternary' - Alluvium
S11 t and Clay 38 38
Fine Sand 14 52
Gravel, fin~ to coarse 15 " 67
PA~;." - Wellington
Shale, blue 5 72
(20) 14313ada GE 1221.89 SWL 39.4 WIfE 1182.5
Drilled 12 November 1956
Quaternary - Alluvium
S11 t and Clay ; 5
Silt and Fine Sand 1; 20
8'- Gravel and Silt' 5' 25
Silt and Clay 3 28
Grave;I. and Silt :3 ' 31
Gravel, medium to coar8e 12 43
Sand, fine to medium 4 47
Gravel, fine, medium to coarse 5 52 .
Gravel.and Silt 8 60 .
Permian - Wellington
Shale, blue 2 62
(23) 14313acia GE 1223.00 SWL 44. 5 . 1Il'E 1178.5
Drilled 20 Novemt)er 1956
Quaternary - Alluvium
Sil t and Clay 21 21 '"
Gravel with Silt 20 41
Gravel, medium to coarse 28.5 69.5
Permian - Wellington
8 Shale, blue 5.5 75
A-15
. '
. .
I
I Th1 cJme a. Depth
Feet Feet
. (19) 14313ado GE 1222.86 SWL 46.1 WTE 1178.8
I DrUled 12 NOVember 1956
ø Quaternary - Alluvit1D1
SU t and ClaY' 5 5
SU t and Fine Sand 7 12
- Silt and ClaY' 10 22
Sand and'SUt 22 44
Gravel, fine, medium to coarse .""
'..-
1 hard laY'er ;:.6" at about 43 I 25 69
Permian - Wellington
J Shale, blue 3 72
1 ( 1 ) 1 4313baa GE 1221.69 SWL 44.7 WTE 1187.3
Drilled 7 November 1956
, Quaternar;y - AlluVium
18" 5U t and ClaY' 13 13
Fine' Sand 10 23
Gravel, med1t1D1 15 38
J Silt "and Blue ClaY' 3 41
Sand and ,ClaY' 12 53
SU t and Clay' 16 69
Gravel, medium 4 73
I Sand and ClaY' 2.5 75.5
Permian - Wellington
f Shale, blue 6~'S 82
(58) 14313coo GE 1229.28 SWL 45.6 WTE 1183.7
DrUled 18 JanWL17 1957
Quat e rn&rj" . - All u Vi um
Sl1 t and ClaY' 39 39
Gravel, fine, medium to coarae,
, some silt 10 49
Gravel, fine, medium to coarae 16 65
Permian - Wellington
8 Shale, blue 5 70
A-16
"-
-
Th1åm... Depth
Feet lP~8t
. (61) 14314ada GE.12Z1..72 SWL 45.5 WTE 1182.2
Drilled 25 February 1957
Quaternary - Allu~um
Clay and SU t 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
Sha.1e, blue 4 90'
(60) 1 4314daa. GE 12Z1.60 SYL 45.7 WTE 1181.9
Drilled 25 Feq,t;Uary 1957
Quaternary - Alluvium
Silt and Clay Z1 'Z1
8 Silt 9 36
Sandy su t 4 40
Sand,'cO&rse to fine 4 44
Gravel, fine, and sand 4 48
Gravel, medium to fine, and sand 8.5 56.5
Silt 2.5 S9
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 Febraar;y 1957
Quaternary - Alluvium
Silt and Clay 23 2,3'. .
Clay .18 41
Fine Sand 15 S6
,Sànd, coarse to fine 38 94
Permian - Wellington
8 Shale, blue 2 96
A-17
Th1ckDe.. Depth
Petit Feet
. (62) 14314dab GE 1229.13 SWL 46.2 W1'E 1182.9
DrUled 26 Feb1"WL17' 1957
Quaternary - Alluvium
SUt and Clay 34 34
Sand, fine 18 52
Sand and Gravel, coarse to fine 7 59
SU 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 1 204.0
DrUled 28 November 1956
Quaternary - Alluvium
. gUt and Clay 30 30
Gravel 'and SU t 10 I.D
Gravel, fine, medium to coarse 5 45
Clay 5 50
Gravel and SU t 4 54
Permian - Wellington
- Shale, blue, hard 5 59
(65) 14324cdb GE 12.31.60 SWL 32.9. WTE 1198.7
DrUled 14 March 1957
Quaternary- - Alluvium
SU t and Clay 26 26
Gravel, fine to coarse 8 34
SUt and Clay 5 39
Gravel, fine to medium, -sand
and eU t , interbedded mostly
granitic to 60' 31 70
Permian - Wellington
8 Shale, blue 4 74
A-18
Th1 ckne.. Depth
. Feet Feet
( OB2) ( 64) 1 43 24cdd (Same as (25))
(25) 14324cdc GE 1232.29 SWL 31.0 WTE 120:1..J
Drilled Z7 November 1956
Quaternary - Alluvium
Silt and Clay 30 30
Sandy Silt 4 34
Clay 5 39
.Gravel, fine, medium to coarse 20.5 59.5
Gravel and Silt 10.5 70
Permian - Wellington
Shale 5 75
(28) 14230cbb GE 1 229 . 56 SWL 18.0 WTE 1211.6
Drilled Z7 November 1956
. Qua ternar;y - Alluvium .
Sl1 t and Clay 12 12
Sl1 t and Sand 7 .19
Gravel, medium to coarse 12 31
Gravel and Silt 4 3S
Gravel, fine, medium, coarse 9 44
Permian - Wellington
Shale 5 49
..
(.30) 14230cdd GE 1233.29 SWL 17.4 WTE 1215.9
Drilled 29 November 19 S6
Quaternar,- - Alluvium
S11 t and Clay 13 13
Silt and Fine Sand 9 22
. Gravel, fine, medium to coarse 30 52
Permian - Wellington .1
I
Shale, blue 5 57 -(
.
,.. -
I
, I
A-19 - -----
'-,~
~:~L
.---.,-" """"'--
. .. . ..
. .. "
Thickne88 Depth
Feet Feet
8 (29) 1432Sddc1 GE 1230.28 SWL 15.0 WTE 12'15.3
DrUled 28 November 1956
Quaternary - Alluvium
SU 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
(Z7) 14325acd GE 1230.00 SWL 20.3 WTE 1209.7
DrUled Zl November 1956
Quaternar;y - Alluvium
. SU t 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
Quaternar:y - Alluvinm
SU t and Clay 31 31
Sand and SU t .s 36
Gravel, fine to medium 5 41-
Gravel, fine, medium to coarse 17 .SB
SU tand Clay J 61
Sand and SU t 6 67
Gravel and S11 t 11 78
Permian - Wellington
8 Shale, blue 5 8.3
A- 20 t.
,.. ---- ---.-
,., .. .-. -. -
Thickness Depth
P'eet Feet
. (38) 14325bdd GE 1235.33 SWL 23.7 WTE 1211.6
DrUled 4 December 1956
Quaternarr - AUuvium
SUt and Clay ~ 29
Gravel and Silt 7 36
Gravel, fine, medium to coarse 13 49
Gravel and SU t 9 '58
Clay and SUt 3 61
Gravel, fine, medium to coarse 8 69
SU t and Clay 3 72
Gravel rith SUt 12 84
i
Permian - Wellington
Shale, blue 5 89
(37) 14325ccc GE 1237.20 SWL 23.3 WTE 1213.9
Drilled 3 December 1956
. Quatern&ry' - Alluvium
SUt and Clay 31 31
Gravel and Silt 3 34
Gravel, fine, medium .to coarse 14 48
Gravel and Silt 3 51
SU t and Clay 2S 79
, Permian - Wellington
'. .
-,
Sbal e 5 84 I
.
(32) 14231 ccc GE 1241.79 SWL 23.3 WTE 1218.5 it
Drilled 30 November 1956
Quatern&ry' - Alluvium J
Silt and Clay 35 35
Gravel, fine, medium, coarse 17 52 ~r
Gravel, ~ some 811 t 6 58
,U
Permian - Wellington U
.
Shale, blue 5 63
8 «
A- 21
I
I
18
I
J
J
I
I
J
I
.
I
I
I
I
I
!
I
I
'8
, (31 L 14J36daà
( OB4)
GE 1238.66
SWL 18.5
Drilled 29 November 1956
Quaternary - Alluvium
Silt and Clay
Gravel, fine, medium to coarse
Permian - Wellington
Sþale, blue
14J36add
(Same as (31))
-(34) 14336dcc
(35)
GE 1244.17
SWL 23.0
Drilled 30 November 1956
Quaternary - Alluvium
S11 t and Clay
Sand ~ S11 t
Gravel, fine, medium to coarse
S11 t and Clay
,.-4t.t'avel, fine, medium to coarse,
cemented zones 71 t, 77 t and 78 t
Clay
Permian - Wellington
Shale
14J36dbb
GE 1240.68
SWL' 23.8
Drilled 3 December 1956
Quaternary - Alluvium
S11t and Clay
Sand and S11t
Gravel, fine, medium 'to coarse
S11 t and Clay
Gravel and Silt
S11 t and Clay
Gravel, fine, medium 'to coarse
Permian - Welling'ton
Shale, blue
A -22
.,
Tb4þ"'ue..
Feet
Depth
Feet
WTE 1220.2
25
30
25
55
5
60
WTE 1221.2
34 34
5 39
28 67
5 72
',., ,',
. .
7 79
2 81
5
86
WTE 1216.9
29
4
25
3
17
2
S
~
33
58
61
78
80
85
5
90
~
Th1ckne.. Depth
8 Fe~t Feet
(33) 1 526baa GE 1233.97 SWL 14.9 WTE 1219~'
Drilled 30 November 1956
Quatern&1"7 - Alluvium
SUt and Clay 5 .5
Sand and SUt 5 10
Sand, fine to medium 10 20
Gravel, fine, medium to coarse 13 33
SUt 1 34
Gravel, fine, medium to coarse 15 49
Permian - Wellington
Shale, blue 5 54
iJ
f
.J
.J
I
J
J
I
'I
.l
'I
J
8
11
II
~
A-23
.
T
..~
.-
I
I
I
I
8
8
AITACHMENT 9
Water Well Information
8
.
8
.
A'n'ACHMENT 9
Uatar Watt Infonl8tlon
Satlna Pub'lc Uater Suppty We'ta SIte
UeU s..."... Data Totat Screened Pulp Dllcha",e Poputatton Static Uatar MP above or batow .'8Y8tton (ft)
and OWner Drttled Depth Intarvat Setting Rat. Se~ Lave' a.tow NP (+/-) tend above tad) of
(ft) ft) (It) (GIIN) (ft) Oat. surfac. (ft) MP
Sat lna PWS " . 14 - 60 1150 1126 42.1 10/29/91 + 2.0 1230.50
'.
SaUna PWS '2 1/38 70 49-69 58.8 825 943, 40.9 10/29/91' + 1.9 1229.40
SaUna PWS ß 12/41 85 59-79 70 900 488 41.9 10/29/91 + 1.0 1229.46
SaUna pws tit - 70 - 66.2 1376 1042 41.9 10/29/91 + 4 1229.96
Salina PUS IS 1930 60 - 49 9SO 1269 38.9 10/29/91 + 2.3 1230.72
Salina PUS Ø6 1931 SO.2 38-78 70 950 1134 41.6 10/29/91 + 2.2 1230.10
Salina PWS *7 1938 69 - 60 1250 1564 42.4 10/29/91 + 4.3 1228.38
Salina PWS *3 1940 73.5 . 60 1000 '1163 40.2 10/29/91 + 2.3 1227.02
Salina PWS,*'0 6/41. 74.5 49-69 60 1276 1307 41.1 11/05/91 - 1227.72
SaliN! pws ',1 8/53 '74.7 50-70 60 1100 1522 39.2 07/07/92 + 6 1226.15
Salina PIIS *'2 8/53, 73.5 58-73 60 1230 1897 40.25 10/29/91 + 5 1226.30
, Salina PWS 113 -old 1/54 76 56-71 - . NA 41.09 05/07/90 + 6 1227.10
Salina PWS ',3 -new 1989 75.3 55-75 - 850 1071 43 92,R 2' -
Sa' lna PWS 114 10/54 12.8 47-67 60 950 1 C]'S 39.1 H/05/91 - 1225.82
Sat lna PUS 115 4/51 89 74-89 SO 900 1053 40.25 10/29/91 + 6.8 -
Sat lna PWS ',6 5/57 81 66-81 .70 SOO 940 40 10/29/91 + 8.7 -
.
James Betta (28) 1989 59 53-59 - - NA 40.43 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 62-12 5 NA 37.9 11/91 + 1.0 1223.71 **
St. Johna Hoapitat,'2 1971 78 - - 25, NA 35 11/91 - -
Dennia LILLy (32) 1977 60 57-60 50 10 NA 41.15 11/91 + 1.0 1230.55 **
1at,Preab Church (33) - - - 40 - NA - - -
Ctyde Reed (26) 2/82 49.2 46-49 46 5 NA 33.25 ' 07/92 - 5.3 -
J....a PIckering - 50 - - - NA - - - '
*
**
Baaed on water us. tnforl8tion for' 1991, provided by Jill lIendeU (1992), Poputatlon of SaUna <1990), nuaber of DIeters
served by SaUne COWIty Iturat Watt,. Dlatrlct No.3 <1992) end ave,.age ,....,. of persona per househotd (1990).
ELevation survey.d by ICDHE on Nov...,. 5 and 6, 1991
ABBREVIATIONS:
1t
GPH
HSL
HP
8
. Feet
. Gat tons Per Minute
. Mean Sa. leY8t
. Meeau"'ng Point
. Unknown
Sources:
PUS
LSD
NA
TO
( )
. Public Water Suppl~
. Land Surface Detu.
. Not Applicable
. Total Depth
. Well and S~te nurèe,. used In SSI report
'"'
Wendetl, Hay 8, 1990 and July 21, 1992; KDHE/BoU, Water Well Records; Salina PUS Wells Site
Files, SSI and ESI Field Notes: KDHE/BoW, Public Water Supply Section, Salina PWS Files;' Rural
Water District Association, 1992; U. W. Bureau of the Census, 1990; Wi lson & Company 1957.
.
A'ITACHMENT 10
VOC Analyatic Data - Salina PWS Wells:
December 1990 to July 1992
.
8
anA£8Br10
D.~. ~... t990 . July t99Z VoI.cU. OrIIntc AnelVCtcei D.C., GI'OI8'Id wee... 1..1.. . w.u.
SaU.. ,,*Uc wee... IUpply WeU. lit.
(""tc. tn #elL)
'aU Depth T/C Ethyl Carbon
_..c:.tton eft)! Oat. W pC! TC! 1,2-DC! Benz- Benz- Toluene t,1'OC! 1,2-0CA Tet Tot XVl EDB
MCL 5.0 5.0 100/70 700.0 5.0 1,000 1.0 5.0 5.0 10,000 0_05
PWS '1 60 10/29/91 IeDHi 3.9 0.6 NO NO NO NO NO NO NO ID NO
PWS'1 1/07/92 IeDHi 4.2 0.6 NO NO NO NO NO NO NO ID NO
PWS'2 59 10/29191 leD"! NO NO NO NO NO NO NO NO NO NO NO
PWS 13 70 12/31/90 WILSON 2.1 NO NO NO 1.1 NO NO 0.5 4.0 NO NO
PWS 13 8/27191 WILSON 1.4 NA NA NA NA NA NA NO NA NO- NO
PWS 13** 10/29/91 IeD"E NO NO NO NO 22.2 NO NO 1.7 2.8 NO NO
PWS 13 11/5/91 IeD"E 11.5 1.9 NO NO NO NO NO 0.5 3.1 NO NO
PWS 13 1/03/92 WILSON NO NO NO NO NO NO NO 3.6 0.9 NO NO
PWS 13 4/22/92 CONTNL 1.3 NO NO NO 9.1 NO NO 1.2 NO NO NO
PWS '3 6/10/92 CONTNL 1.1 NO NO NO 1.8 NO NO 4.3 NO NO NO
PWS 13** 1/01/92 leD HE NO NO NO NO 3.8 NO NO 5.0 NO NO NO
P\oIS 13 7/01/92 CONTNL 0.6 0.8 NA NO 3.8 NO NO 4.5 0.3 NO NA
PWS " 66 12/31/90 WILSON 2.1 NO NO NO NO NO NO NO 0.9 NO NO
PWS " 8/27/91 WILSON 21.0 NA NA NA NA NA NA NA NA NA NO
" 10/29/91 IeDHE 0.9* NO NO NO NO NO NO NO NO NO ID
~t4 1/03192 WILSON 0.8 NO NO NO NO NO NO NO NO NO NO
PWS" 7/07/92 IeDHE 6.1 NO NO NO NO NO NO NO NO ID NO
PWS" 7/07/92 COIITNL 6.0 NA NA NA NA NA NA NA NA NA NA
PWS t5 49 12/31/90 WILSON 11.0 NO NO NO NO NO 0.7 NO 0.6 NO NO
PWS t5 8/27191 WILSON NO NO NA NA NA NA NA NA NA NA NA
PWS t5 10/29/91 IeD"E NO NO NO NO NO NO NO NO NO NO NO
PWS t5 1/03/92 WILSON 31.0 0.6 NO NO NO NO NO NO NO NO NO
PWS t6 70 12131/90 WILSON NO NO NO NO NO NO NO NO NO NO NO
PWS t6 8/27/91 WILSON NA NO NA NA NA NA NA NA NO NA NO
PWS t6 10/29/91 IeD"E NO NO NO NO NO NO NO NO NO NO ID
PWS t6 1/03/92 WILSON NO NO NO NO NO NO NO NO NO NO NO
PWS t6 7/07/92 IeDHE NO NO NO NO NO NO NO NO NO NO NO
PWS t6 7/07/92 COIITNL NO 1.0 NA NA NA NA NA NA NA NA NA
PWS '7 60 10/29/91 IeD"E NO NO NO NO NO NO NO NO NO NO NO
PWS t8 60 8/27/91 WILSON 22.0 NA NA NA NA NA NA NA NA NA NA
PWS t8 10/29/91 IeDHE 1.0* NO NO NO NO NO NO NO NO NO NO
t8 1/03/92 WILSON 3.3 NO NO NO NO NO NO NO NO NO NO
t8 7/07192 leD HE 6.6 NO NO NO NO NO NO NO NO NO NO
7/07/92 CONTIIL NO NA NA IIA N" N" NA N" "" NA NA
Page 1 of 2
AnK8BT 10
(Cant",,)
Oee...,. 1990- Juiy 1992 VoiaClie Orl8ntc AnIIiyclcai Oaca, Grcu.:f Wacer 5...,i.. - Weiia
S il Pubit W S i Ii I
a na c aCer upp y We as Ce
(I.,tea In '-8/L)
\leU OepCh T/C EChyi Carbon
Location (ftU OaCe UI pC! TCE 1,Z-OCE Benzene lenzene Toluene 1,1-0CE 1, 2-0CA Tet ToC XVi EOI
MCL 5.0 5.0 100/70 700.0 5.0 1,000 7.0 5.0 5.0 10,000 0.05
PWS 110 60 10/29/91 ICONE NO NO NO NO NO NO NO NO NO NO NO
P\lS 111 60 8/27191 \11 LSON NA NA NA NA NA NA NA 2.3 NA NA NO
P\IS 111 10/29/91 IeDNE 1.3 1.3 NO NO NO NO NO 3.6 NO NO NO
P\IS 111 7/07/92 ICONE NO 2.1 NO NO NO NO NO 5.7 NO NO NO
P\IS 111 7/07/92 CONTNL NA NA NA NA NA NA NA 5.4 NA NA NA
P\IS 112 60 8/27/91 WILSON NO NO NA NA NA NA NO NO NA NA NO
PWS 112 10/29/91 ICONE NO NO NO NO NO NO NO NO NO NO NO
P\IS 112 7107192 ICONE NO NO NO NO NO NO NO NO NO NO NO
P\lS 112 7107192 CONTNL NO 0.7 NA NA NA NA NO 0.5 NA NA NA
P\lS 113 65 10/29/91 KONE 0.9* NO NO NO NO NO NO NO NO NO NO
P\lS 113 7/07192 ICONE NO 1.9 NO NO NO NO NO 5.8 NO NO NO
P\IS 114 60 10/29/91 KONE NO NO NO NO NO NO NO NO NO NO NO
PWS 115 80 8/27/91 WILSON NA 1.4 NA NA NA NA NA 3.4 NA NA NO
..,5 10/29/91 ICONE NO 1.0 0.5 NO NO NO NO 2.5 NO NO NO
- ~15 7/07/92 ICONE NO 1.2 NO NO NO NO NO 4.3 NO NO NO
PWS 115 7/07/92 CONTNL NA 1.5 NA NA NA NA NA 3.1 NA NA NA
PWS 116 70 10/29/91 ICONE NO NO NO NO NO NO NO NO NO NO NO
REED 47 11/05/91 IeDNE 17.0 8.1 13.1 NO NO NO NO NO NO NO NO
REED 7/21/92 ICONE 21.2 9.0 11.6 NO NO NO NO NO NO NO NO
BETTS 55 11/05/91 KONE NO NO NO NO NO NO NO NO 2.6 NO NO
LILLY 60 11/05/91 ICONE NO NO NO NO NO NO NO NO 0.7 NO NO
1PRES 40 11/05/91 ICONE NO NO NO NO NO NO NO NO NO NO NO
MCCRAE 60 11/06/91 ICONE NO NO NO NO NO NO NO NO NO NO NO
JMILLER 65 11/05/91 ICON! 4.6 1.5 NO NO NO NO NO 3.9 0.7 NO NO
JMILLER 7121192 ICONE 3.0 1.0 NO NO NO NO NO 2.6 NO NO NO
PICKERIN 50 11/06/91 ICONE 3.2 0.5* NO NO NO NO NO NO NO NO NO
PICKERIN 7/10/92 ICONE 1.9 NO NO NO NO NO NO NO NO NO NO
5TJONNI2 65 11/05/91 ICONE NO NO NO NO NO NO NO NO NO NO NO
ABBREVIATIONS:
NO
ug/L
PCE
..~-OCE
1PRES
)age 2 of 2
- Not Detected
- Nicrograma per Liter
- Tetrachloroethylene
- Trens/cis 1,2-0fchloroethYlene
- 1,2-0ichloroethane
- "..i- Cont_inant Level
- Sample depth (or pump .etting).
. First PresÞyerian Church
NA
LA8
TCE
1,1-0CE
Tot Xyl
.
- Not AnelYZed
- Testing Leboratory
. Trichloroethylene
- 1,1-0Ichloroethylene
- Totel Xylenes
. Below reporting limit
and top of screen depths, see Attachment 10.
For total
8
AITACHMENT 11
Environmental Assessment of the Former Huntsingers Store
in Salina, Kansas
Prepared by Plains Environmental Services
8
8
.
- . JLtf 15'92 Ø3z01PM KJ»£ NCOO 5I=L~ KS
.' '.
P.2
8,
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
JUNE 15, 1992
PREPARED BY:
PLAINS ENVIRONMENTAL SERVICES
601 N- BROADWAY
SALINA, KANSAS
67401
8
. '.
.
8
8
r
. ..n.rt 1S'92 eal02PM KIJ£ NCDO 5R..I~ I<S
P.4
I.
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
groundwa~er 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 of 3
.
. .
, ",-.'..JU'i 15'92 03:03PM I<Ø£ NCDO SA..I~ KS
8
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
~roì'ected area of groundwater contamination. Table 1
~nc udes the analytical results of the groundwater samples
collected.
Table 1.
Analytical Results.
Sample Location Analyte Concentration
(ug/L)
c. ((".r
#1 <.1âW Ory Sl/;~'" fJ. 0.19
TCE ND
12 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
16 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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FIGURE
ENVIRONMENTAL SERVICES
SALINA, K.r\NSAS
JUNE 1992
.
ATrACHMENT 12
Site Latitude-Longitude Coordinate Calculation Worksheets
.
.
.
.
.
LATlT\I)I AND LCNGIT\I)I CALCUUTICN WORrSHlIT "
LI USING CUSTCIiI RULEI 01 COCRDIItATOI-
SITE NAMII SatiM PWI WeU.
CERCLIS ,:
K5O984966770
AKA I
SSID:
ADDRESS:
401 S. fifth Street
CITY:
Sal 1M
STATE: Kana..
ZIP COOE:
67401
SITE REfERENCE POINT:
SaliM PWS Well '3
USGS QUAD MAP NAMEI Sal 1M, Kanaaa
TO\INSHIP: 14 S
RANGE:
03 II
1/4 SW
SCALE: 1:24,000
MAP DATE: 1955
SECTION
13
1/4 Nil
1/4 NE
MAP DATUM:
1927
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: 38-
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 lilT 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 O.S-SECOND INTERVALS (INTERPOLATE).
C) EXPRESS IN MINUTES AND SECONDS <1' .60"):
0'
01 . 00"
D) ADD TO STARTING LATITUDE: 38'
--
50'
00 . 0" +
0'
01 .00"
.
----
---
SITE LATITUDE: ~ ~ ~. ~ 1
CALCULATIONS: LONGITUDE (7.5' QUADRANGLE MAP)
A) ALIGN THE BOTTCIiI Of THE SCALE WITH RIGHT SIDE OF GRID. ALIGN THE TOP OF THE
SCALE IIITH THE LEFT SIDE OF GRID. POSITION EDGE OF RULER OVER SITE REFERENCE
POINT IIHllE KEEPING TOP AND BOTTOM ALIGNED.
B) READ TICS ON RULER AT 1- OR O.S-SECOND INTERVALS. (INTERPOLATE).
C) EXPRESS IN MINUTES AND SECONDS (1' "60"):
1 '
26 . 00"
--
D) ADD TO STARTING lONGITUDE:
97'
35'
00
0" + 01' 26 . 0" .
--
---
SITE LONGITUDE: ...::!:.... ~ ~. ~ I
INVESTIGATOR:
Robert Brown
DATE: July 1992
...
, '
.
SITE NAMEs
'Salina PWS Wells
, NUMBERs KSD984966770
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TOPOGRAPHIC MAP QUADRANGLE NAME: Salina, Kansas
COORDINATES OF LOWER RIGHT-HAND CORNER OF 2,5-MJNtrΠGRID:
LA'ITI1JDE: 38050. 01. LONOITUDE: 970 36'260-
--- ---
SCALE: 1:24.000
-v,S COVUNNOiTl'IUHJ1NComa. I', I. !... 1. ,.... s
E-ll
.
.
.
8.
9.
10.
11.
12.
June 1993
30
Salina p~
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 Water 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.
Federal Re2ister. 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).
.
.'
8
20.
21.
22.
23.
24.
25.
26.
27.
June 1993
31
Sal~
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.
18.
Polk Directories for Salina, Kansas, 1921-1991(?)
19.
Sanborn Insurance Company, Fire Insurance Maps for Salina, Kansas, 1931 to 1962.
Douglas M. Considine, editor-in-chief, h mical and Process Technolo
McGraw-HilI 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
Tetrachloroethy~ 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
36.
37.
38.
39.
40.
41.
June 1993
32
Salina PW~
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 Profilár
Benzen~, pp. 1, 73, and 102.
30.
Agency for Toxic Substances and Disease Registry, October 1990, Toxicol02ical Proflkiw:
1.2-DiÞromoet~ pp. 1 and 66.
31.
N. Irving Sax and Richard J. Lewis, Sr., Hawley's Condensed CþemicaLlli£1jona¡y.
~ Van Nostrand Reinhold Company, 1987, page 486.
32.
Agency for Toxic Substances and Disease Registry, October 1991, Toxicol02ical Profile for
Vinvl CWoride.
33.
Agency for Toxic Substances and Disease Registry, December 1989, Toxicol02ical Profile
for 1.2-Dichloropropane. pp. 1, 76.
34.
Federal Emergency Management Agency, Flood Insurance Study, City of Salin~ Kansas,
Saline County, Community Number - 200319, February 5, 1986.
35.
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 Salin~ 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, Grounqwater. 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 al, 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 Repon 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
.
8
49.
50.
51.
52.
53.
54.
June 1m
33
s~
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.
46.
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.
47.
Kansas Board of Agriculture, Division of Water Resources, 1992, Amount Statistics
Report.
48.
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 BJ. 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, Threatene and En n red
selected pages.
Register of Deeds Office, Saline County Courthouse, Salina, Kansas.
8
.
8
June 1993
34
Satina PW~
ornER 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, H ok f T xi
Publications, 1985, pp. 424, 425.
Noyes
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-1, scale 1:500,000.
U.S. Environmental Protection Agency, Contract Laboratory Program, Analytical results.
Wilson Laboratories, Inc., Analytical results.
8
A'ITACHMENT 1
VOC (TIIM) Analytical Data -
Salina PWS Distribution System:
1978 to March 1985
8
8
AnAC8Br ,
1978 . Mlrcft 1985 YOC CTIOI) Anlh'ctcet Daci . SaU.. PWI Dllcrlbutton 8'f8c-
Satl.. Pubtlc Wlcer tuppty Wlttl ttCI
(""tea In ,V/L)
IDOt DIOt I...'OIM CNL'ORM Toclt
SlIIpte Locltlon Date Lab (THM) (THM) DOt <TNM) (THM) T I0Il
MCL 100
Water Treatment Plant (5th and South) 8/07/78 KDHE NA 19 53 NO 90 162
Water Tr.atment Plant -- 1st S~te 10/19/78 ICDHE NA NO NO NO NO NO
Water Tr.atment Plant -- 2nd S~te 10/19/78 KDHE NA 32 55 5 77 114
Wat.r Treatment Plant .- 3rd Sample 10/19/78 KOHE NA 28 69 3 1105 245
FIne Truck Stop 1/07/81 WUson NA NO 1.1 46.1 NO 47.2
M""lclpat Airport 1/07/81 WI tson NA NO 2.1 6It.1 1.7 67.9
M""lclpat Airport 5/19/81 WUson 74.6 41.0 NO 27.8 112 255.4
Standard Service 5/19/81 WUson 1010 62.10 NO 33.6 122 322
3103 N. 9th 8/17181 WUson 27.2 47.7 NO 28.3 12.3 115.5
1910 N. 9th 8/17/81 Witson 36.3 56.7 NO 35.1 17.8 1105.9
13010 IClngsman 8/17/81 Wilson 42.1 66.0 NO 41.6 20.9 170.6
Gol f Course 8/17/81 Wilson 76.1 NO NO 45.5 27.8 1109.4
2501 Market Plac. 2/24/83 Wilson NO 10.0 3.0 10.0 NO 23.0
G S Schilling 5/18/83 Wilson 18.5 20.5 NO 38.8 44.4 122.2
Gotf Courae 5/18/83 Wilson 46.2 35.1 NO 26.8 76.3 184.4
728 N. 8th 5/18/83 WUson 8.27 16.3 NO 42.5 31.9 98.97
Phi tt Ips 66, 1-70 & 81 5/18/83 Wi tson 37.6 31.1 NO 36.9 70.7 176.3
Truck Center 5/18/83 Wi lion 20.6 25.8 NO 50.0 46.3 142.7
QT S. 9th 5/07/84 Wilson 9.1 3.6 NO 38.0 7.8 58.5
FIne Truck Stop 5/07/84 Wilson NO 8.3 2.8 51.4 7.8 62.5
Phillips 66. 1-70 & 81 5/07/84 Wilson NO 9.4 3.7 68.3 8.8 90.2
Golf Coura. 8/24/84 WI lson NO 31.2 37.4 10.7 37.9 117.2
M1.nlclpat AIrport 8/24/84 Wilson NO 26.3 31.8 10.3 19.8 88.2
Phillips 66 8/24/84 Wilaon NO 21.9 25.4 9.4 25.1 81.8
Fine Truck Stop 8/25/84 Wilson NO 5.7 6.8 4.4 21.5 38.4
Oeddy'8 R.ataurant 12/28/84 Wilson NO 10.0 7.5 41.7 7.5 66.7
M1.nlclpat Golf Courae 12/28/84 Wilson NO 7.7 3.2 73.2 2.0 86.1
Fine Truck Stop 12/28/84 Wilson NO 7.3 5.6 29.8 2.4 45.1
Mr. G'a 12/28/84 Wilson NO 6.4 6.0 21.8 3.5 37.7
2501 Market Place 3/07/85 KDHE NO 7.0 1.0 37.0 NO 45.0
8
8
8
ABBREVIATIONS:
BOCM . BrOlllOdichtoromethane
OICM . 0 i broch t oramethene
OCM - Olchtorameth8n8
VOC - Volatile Organic Chemical
MCL . MaxillUll Contlllllinant level
BRMFORM
CHLFORM
ug/L
TMM
- BrOlllOform
- Chloroform
- Micrograms per liter
- Trihalomethane
Source: KDHE/Bure8U of Water, Public Water Suppty Section, Saline PWS files.
.
A'ITACHMENT 2
VQC Analytical Data -
Salina PWS Distribution System:
May 1985 to May 1990
8
8
. . .
ATTACllllEIiT 2
May 1985 - May 1990 Volatile Organic Chetllcal Analytical Data - Salina PIIS Oistribution Systesa
Salina Public Water SUpply Wells (Uni ts in ~/L)
lAB I L OCA TI 011 DATE SAMPLE CARBOH ETNYl TOTAL
POll TET BEll ZEN XYlENE OBCH
HCL 5.0 700.0 10000 0 THM
KOKE "'o U, .., 05-28-85 OS - - - . - - - - - 26.3
KONE 9th & Crawford 05.28.85 OS . . - . - - - . - 20.9
KOKE 2501 Harket Place 0 05'28-85 OS . . - - - - - - 24.2
KOKE 1211 Sunrise Drive 05-28-85 OS - 0.9 0.5 . - . - . - 28.4
KOKE /""'... I"""" OS - - . - . 1.1 6.1 I ".s 21.10
KONE R8II8da 1m (9th & 170) 09-13'85 OS . . . - - - - - - - - 2.1 11.8 34.2 '1.10
KONE 1211 Sunrise Drive 09-13-85 OS - . - - . - - - . . - 2.0 10.3 22.2 34.S0
KoNE 2501 Market Placl'O 09-13'85 OS - - . - . . - - . - . 1.7 10.1 27.7 39.50
KOKE rardees 1"-26-85 OS - - 1.6 - - - - - - - - 1.0 5.0 I 14.7' 20.70
KOKE 2501 Harket Place.O 11-26-85 OS . - 1.3 - . - - - - - - 1.7 8.9 25.4 36.00
KONE 1211 Sunrise Drive 11-26-85 OS - . 0.9 - - - - - - - - 1.6 8.2 24.3 34.10
IIIlSONISalina lab Tap 02-03'86 OS - - - - - - - - - 1.2 5.0 13.0 I 26.0 I 45.20
IIIlSONISal ina lab Tap 02-06-86 OS - - 3.3 . - - - - - - 3.7 15.0 I 37.0 I 55.70
IIIlSONIPlant Tap 02'10-86 OS - - 2.6 - - - - . - 3.8 11.0 I 23.0 I 37.80
IIISlONISal ina lab Tap 02-13-86 OS - - - - - - - - - 3.5 12.0' 27.0 I 42.50
0.00
IIllSONISaiina lab Tap 02-18-86 OS - - - - - - - - - - - 2.1 7.9 21.0 31.00
KOHE r""" 03'06-86 OS - 1.1 - - - - - - - - 1.4 ..'1 ""/"'"
KOKE 2501 Harket Place'O 03-06-86 OS . 1.0 . - - - - - - - - 1.6 8.1 25.3 35.00
KONE 1211 Sunrise Drive 03-06-86 OS . 1.0 - - - - - - - - - 1.5 7.7 22.5 31.70
KONE 300 \,lest Ash 03-06-86 OS . 1.2 . - - . - - - - 0.5 '1.4 6.5 15.5 23.90
IIIlSONISalina lab Tap 05-07-86 OS 1.4 7.2 2.3 1.1 - . - 1.8 4.3 19.0 I 51.0 I 76.10
KONE /""...' 05- 22-86 OS 0.7 4.2 2.4 0.7 . - - - - - 0.9 2.0 7.3 15.2 25.40
KONE 2501 Harket Place-O 05-22'86 OS 0.6 3.6 2.3 1.0 - - - - 0.8 1.9 9.4 24.3 36.40
KONE 1211 Sunrise Drive 05-22-86 OS 0.7 4.3 2.4 0.8 - - - - - - 0.8 2.1 8.4 20.8 32.10
KONE 300 \,lest Ash 05-22'86 OS 0.1 4.5 2.5 0.9 - - - - - - 0.8 2.0 1.3 14.7 24.80
KOHE 12501 Harket Place 108-05-86 OS - - - - - - - - - 0.00
KOHE Your Stop Store (1118 \,I. 9th) 09'10-86 OS . 0.9 1.9 - - . - - - - - 32.5 34.4 35.3 S'6/,07...
KOKE Headowlark School (2200 Glem) 09-10-86 OS . 0.6 1.4 - . - . - - - 35.1 36.2 36.8 5.7 114.40
KOKE Step It Fetch 09-10-86 OS . - - - - - - - - - 37.0 38.6 36.9 5.5 118.00
KoKE 2501 Harket Place-o 09'10-86 OS - 0.7 1.7 - . - - - - - 32.4 35.1 36.3 5.1 109.50
KOHE Hardees 12-01-86 OS - - 1.9 - - - - - - 1.6 7.5 19.4 28.50
KONE 2501 Harket Place-O 12.01.86 OS - - 2.2 - . - . - - - - 2.0 12.0 26.8 40.80
KoNE 1211 Sunrise Drive 12-01-86 OS - - 2.3 . - - - - - - 1.9 9.6 22.2 n.70
KoNE 300 lIest Ash 12-01-86 OS - - 2.2 - . - - - . - - 1.1 8.1 18.3 28.10
0.00
IIllSONISaiina lab Tap 1'2-18'86 OS . . - - - - - - - - - 2.1 7.9 21.0 31.00
0.00
IIllSONIPlant Effluent 02-25-81 OS - - - - 2.8 14.0 28.0 44..
Page 1 of 3
. . .
ATTACIIŒIIT 2
(Conti~)
Hay 1985 - Hay 1990 VolatU. Organic CII_ieal Analytical Data - Salina PUS ~istribution Systell
Salina Public Vater Supply ~ells (Units in I4I/L)
lAB 1 LOCATION I DATE I SAMPLE CARBON ETHYL TOTAL TIC CHLOIIO
POINT 1 2 DCA BENZENE PCE TOLUENE TCE TET BENZEN XYlENE 1 2 OCE OCM FOIIM
MCL 5.0 5.0 7.0. 2000. 5.0 5.0 700.0 10000.0 100170 - (THM
IIllSONIAfter Filter 103-~-87 0.00
OS - - 0.8 - - - - - - - - 3.0 10.0 ".0 57.00
0.00
KDHE Holldome /"...." OS - - - - - - - - - - - 1.6 8.3 22.6 32.50
KOHE 2501 Harket Place-O 03-09-87 OS - - . - - - - - . - - 1.9 9.9 24.4 36.20
KDHE 1211 Sunrise Drive 03-09-87 OS - - . - - - - - - - - 1.4 6.9 17.5 25.60
KDHE 300 ~est Ash 03-09-87 OS . .- - - - . - - - - 0.5 1.4 6.2 14.9 D.OO
IIILSONIAfter Filter 103-18-87 DS - - - - - - - - 2.8 18.0 41.0 61.80
103.25-87 0.00
IIILSONIAfter Filter OS - - - - - - - - - - - 1.8 11.0 32.0 44.80
104-01-87 0.00
IIILSONIAfter Filter OS - - - - - - . - - - - 1.7 7.9 24.0 35.60
KDHE Ramada 1M 05-26'87 OS . - 1.2 - - - - - . - 0.5 1.2 '.j 27.71"'"
KDHE 2501 Harket Place-D 05-26'87 OS - - 1.2 - - - . - . - 0.5 1.0 6.2 21.7 29.40
KDHE 1211 Sunrise Drive 05-26-87 OS - - 1.3 - . . - - - - - 1.3 7.0 15.3 D.60
KDHE 300 \lest Ash 05-26-87 OS - - 1.1 - . - - - - - - 1.1 5.9 11.1 18.10
KDHE r;'~" "~;"" /,,010081 DS - . 1.5 - - - - - - - 21.5 27.4 "0'1 2<-1 roo",
KDHE 2501 Harket Place-O 09'10-87 OS . - - - - - - - - - 34.7 41.5 39.5 6.0 121.70
KDHE 1211 Sunrise Drive 09-10'87 OS - - - - - - - - - - 34.6 42.6 41.5 5.6 124.30
KDHE 300 lIest Ash 09-10-87 DS - . - - - - - . - 38.5 43.9 39.5 6.0 127.90
IIllSONISaiina lab Tap 11-16-87 OS - - 1.4 - - - - - - - 11.0 18.0 16.0 . I ".00
- - - - 0.00
KDHE r"'" r".;~1 11-30-87 OS - - 3.9 . - - - - - - 30.7 30.1 20.9 3.3 85.00
KDHE 2501 Harket Place'O 11-30-87 OS - - 1.5 - - - - - - - 4.5 8.5 15.9 25.6 52.50
KDHE 1211 Sunrise Drive 11.30.87 OS - - - . - - - - . - 1.0 3.3 11.8 26.7 42.80
KDHE 300 \lest Ash 11.30-87 OS - - - - - - - - - 0.8 2.9 9.9 21.2 34.80
KDHE Holiday 1m (1616 Crawford) 03-07'88 OS - - - . - - - . 0.6 2.2 .°'1 ".'1"."
KDHE 300 ~est Ash 03-07-88 OS - - . - - - - - - - 0.6 2.3 9.5 28.4 40.80
KDHE 2501 Harket Place-O 03-07-88 OS - - - - - - - - . - 0.7 2.3 9.3 25.4 57.70
KDHE Meadowl ark Ridge School 03-07-88 OS - - - - - - - - - - 1.0 2.9 12,3 48.0 64.20
KDHE Hunicipal Golf Course 06.09-88 OS - - 0.7 - - - - - . 0.8 15.2 21°, ".'1 5.. 6"'.
kDHE Vo-Iech School 06-09-88 OS - - 0.5 - - - - - - 0.7 17.3 25.5 28.4 5.8 77.00
KOHE Salina Public library 06-09'88 OS - - 1.5 - - - - - - 0.8 13.0 19.3 22.7 5.7 60.70
KDHE 2501 Harket Place'O 06-09-88 OS - - 1.3 - - - - - - 1.1 13.9 20.5 23.5 5.4 65.30
KDHE Vo-Tech School 09-12-88 OS - - 1.6 - - - - - - - 13.1 27.71 <4., '9.7 r'."
KDHE 2501 Harket Place-O 09-12'88 OS - - 1.5 - - - - - - - 12.3 26,3 40.0 18.0 96.60
KDHE Meadowlark Ridge School 09-12-88 OS - - 1.6 - - - - - - - 14.5 28.3 41.0 17.5 101.50
KDHE Salina Appliance ShowroOlll 09-12-88 OS - - 1.6 - - - - - - - 13.3 27.9 41.1 18.5 100.80
KDHE 521 E. Gail Street 03-13'89 OS NA NA 0.6 NA IIA NA NA NA NA NA '°,/ ,." 17.3 I "-'/"."
KOHE Golf Course 03-13-89 IIA IIA IIA IIA IIA IIA NA NA IIA IIA 1.3 5.2 19.2 36.6 62.50
KDHE 1616~. Crawford 03-1)-89 DS IIA IIA 0.5 IIA IIA IIA IIA IIA IIA IIA 0.9 5.2 10.3 26.8 41..
KOHE 74O N. 9th 03-13-89 OS IIA IIA IIA IIA IIA NA IIA NA IIA IIA 1.1 4.0 14.6 29.9 49.60
Page 2 of 3
LAB
- -
- -
KOHE Plln
KOHE Colt
I/ILSON Phil
UILSON MIMII
UILSON Greel
UIL5ON UII s~
KOHE Holle
KOHE 300'
KOHE 2601
KOHE 2128
KOllE 1112
KOHE 940 N
KOHE 2562
KoHE 2501,
KoHE Gol f I
KoHE 300 U
KotlE 2562 ~
KOHE 2501 I
KoHE 740 II.
KoHE Hunici
KOHE 2562 5
KOHE 2501 M
eLP Sa~le
ABBREVIATIONS:
, ~ ,,~.
.
91h
pal Gol f Course
unIon
ukef
.TTACIIEIIT 2 .
(Contirued)
May 1985 - Hay 1990 Volatile Organic Chelilcal Analytical Data - Sal ina PWS Distribution Systeø
Salina Public Water SUpply Uells (Uni ts in ~/L)
LOCATION I OATE fSAMPLE r T T I I CARBON ETHYl TOTAL TIC
-_oo--..~ .~ IULudiE TCE TET BElllEN XYlENE 1 2 aCE I OCM
HCl To 50 7.0* 2000* 5.0 5.0 700.0 10000.0 100/70
Tap '~-01-89 OS - . - - - - - - - - 2.5 8.2 22.1 I 33.6 I IIA
ourse /,,""0" OS IIA IIA IIA IIA IIA IIA IIA IIA IIA IIA 14.0 24.0 260'/ 'OïU
ps Trk Center 06-12-89 DS IIA IIA IIA IIA IIA IIA IIA IIA IIA IIA 18.0 25.0 23.0 5.0 11.00
pal AIrport 06-12-89 DS IIA IIA IIA IIA IIA IIA IIA IIA IIA IIA 16.0 19.0 15.0 4.0 54.00
Lantern 110. 9 06.12'89 DS IIA IIA IIA IIA IIA IIA IIA IIA IIA IIA 18.0 18.0 15.5 5.0 56.00
Field Blink . . - - . 3.0 . . 3.00
y 1m (1616 Crawford) /"013-89 OS IIA 3.3 0.6 IIA IIA 0.9 IIA 0.6 IIA IIA 6'.9 14.3 '"' . ¡a'."
It Ash 06,13'89 DS IIA 3.6 0.6 IIA IIA 1.1 IIA 0.7 IIA IIA 69.9 16.9 3.3 - 90.10
1St Crawford 06'13'89 DS IIA 3.3 IIA 0.5 IIA IIA IIA 0.5 IIA IIA 23.5 21.0 16.5 3.2 64.20
oach 06'13'89 OS IIA 2.9 IIA IIA IIA IIA IIA 0.6 IIA IIA 41.2 17.5 7.2 0.1 66.60
. 3rd Street /"."." OS IIA IIA 0.6 NA IIA 114 N4 N4 114 IIA 28.0 17.7 ", 5.1 ,.....
9th 09'12-89 OS IIA IIA IIA IIA IIA IIA IIA IIA IIA IIA 34.5 22.2 13.5 3.6 71.80
ell'll an 09'12-89 DS IIA IIA IIA IIA IIA IIA IIA IIA IIA IIA 42.6 27.0 13.2 1.1 84.50
uht 09'12'89 OS IIA IIA IIA IIA IIA IIA IIA IIA IIA IIA 33.2 29.6 21.6 3.1 87.50
ourse "-"-" OS IIA IIA 0.8 114 IIA IIA NA IIA IIA IIA 1.7 3-8 ." 6.1/'9."
bh 11-29-89 OS IIA IIA 2.3 IIA IIA IIA IIA IIA IIA IIA 1.1 2.4 4.4 5.6 13.50
clnlan 11-29'89 OS IIA IIA 0.9 IIA IIA IIA IIA IIA IIA IIA 1.2 3.2 6.2 7.1 17.70
ukef 11'29'89 DS IIA IIA 1.1 IIA IIA IIA IIA 114 IIA IIA 1.1 3.3 7.4 9.5 21.30
0]-,"'. I .S - - 1.1 - - - - - - - 20.3 30.3 26,/ 1.5 ",...
03-14-90 DS . - - - . - - - - - 16.5 30.8 18.9 3.8 70.00
03-14-90 OS - - 1.0 1.0 . . - - - . 18.1 22.1 6.3 0.8 47.30
03'14-90 DS - - 1.3 - - . . - - - 19.6 27.6 12.1 1.5 60.80
M41 .'05-09'90 OS . - - - - - - 7.5 14.4 18.4 I 4.1 I 44.40
1,2 oichloroethane
Trlos/cis ',2'Dichloroethylene
Hui- Contaminant Level
C~ not detected
Trlhllcmethlne
EP4 Contract Lab Program
PCE
BOCH
IIA
OCH
Carbon Tet
Tetrlcloroethylene TCE
BrOlllDdichloromethane OBCH
lIot Analyzed ~/Lg
Olchloromethane Brmforl1l
Carbon Tetrachloride (or Tetrachloromethlne)
Trichloroethylene
Oibromochloromethane
Hi crogr8l1l per liter
Bromoforl1l
hown represents a proposed HCL prior to July 1992.
/Bureau of Uater, Public "Iter Supply Section, Salina PUS files.
Cont rlct Laboratory Progrl..
educe to 93% for letter size paper)
.
ATIACHMENT J
VQC Analytical Data -
Salina PWS Distribution System:
June 1990 to March 1992
.
8
.
A1TACHMEH1' 3
June ,_. March 1 fJg2
Volatile Organic Chemical An8lytlcaI Data - Salina PWS DllttlbutIon System S8mplea Salina Public Water SuPply Well SIte
Salina Publlo Water Supply Walla SIte
(unltl In IIV/L)
IRMFOItM DIeM aDeM CHLORO- CHLQRO- TOTAL
Location Date LAB TouL.". 1,2'OCA Benz.". OeM PCE THM THM THM FAM-THM ME T IWfI THM8
MCL 2000 + 5.0 5.0 7.0+ 100
740 N. 9th 6/06/90 IeDHE NO NO NO NO NO 4.0 15.4 17.8 12.2 NO 49.4
M~pL GoL f Cour 6/06/90 IeDHE NO ND ND NO ND 2.7 11.4 15.8 12.0 NO 41.9
2562 ScanLon 6/06/90 leD HE NO NO NO 1.0 NO NO 3.8 9.4 14.9 NO 28.1
2501 Merket Pl 6/06/90 IeDHE NO NO NO NO ND 3.8 14.8 19.1 13.6 ND 51.3
740 N. 9th 9/04/90 ICOHE NO NO NO NO 1.3 2.3 13.8 18.0 15.5 NO 49.6
M~pl Golf Cour 9/04/90 ICOHE NO NO NO NO 1.2 2.4 14.0 17.8 15.0 1.1 49.2
2562 Scanlon 9/04/90 ICOHE NO NO NO NO 1.3 2.3 14.7 22.2 17.4 0.5 56.6
2501 Merket Pl 9/04/90 IeDHE NO NO NO NO 1.3 2.4 14.8 18.8 16.0 NO 52.0
740 N. 9th 11/26/90 leD HE NO NO NO NO 1.0 3.9 13.7 15.1 8.5 0.6 41.2
2562 Scanlon 11/26/90 IeDHE NO NO NO 0.8 NO 4.0 10.4 11.6 7.7 0.6 33.7
-'" Market Pl 11/26/90 IeDHE ND NO NO NO 0.8 3.7 12.4 13.9 7.9 0.6 37.9
';lul AuLwood-SIIlt 11/26/90 IeDHE NO ND NO NO 0.9 4.1 13.9 15.4 8.4 0.5 41.8
740 N. 9th 3/04/91 IeDHE NO NO NO NO 0.7 5.4 18.3 11.7 5.5 NO 40.9
M\.ncpl GoL f Cour 3/04/91 IeD"E NO NO 2.8 NO 0.7 4.3 12.5 9.3 4.7 NO 30.8
2562 Scanlon 3/04/91 IeDHE NO NO NO NO 0.7 4.9 17.2 13.1 5.9 NO 41.1
2501 Market Pl 3/04/91 leD"! ND ND NO NO 0.8 3.8 10.5 9.3 4.9 ND 21.5
740 N. 9th 6/04/91 IeDHE NO ND NO NO NO 3.0 16.3 25.7 24.9 0.7 69.9
M~pl Gol f Cour 6/04/91 leD HE ND NO NO NO NO 2.7 13.9 24.4 29.0 0.7 70.0
521 Gal l Drive 6/04/91 IeDHE NO ND NO ND NO 4.1 18.9 25.2 20.6 ND 68.8
Holid.ly 1m 6/04/91 IeD"E ND NO NO NO ND 2.6 15.7 27.2 29.2 NO 74.7
M~pl Gol f Cour 9/03/91 leD"! NO NO NO NO NO 5.0 21.1 20.1 18.0 NO 64.2
2501 Merket Pl 9/03/91 IeD"E NO NO NO NO NO 5.5 20.5 20.3 17.3 1.0 63.6
1616 W. Crawford 9/03/91 IeD"E NO NO NO NO 0.6 5.7 17.9 16.7 12.8 NO 53.1
224 w. Wil.on 9/03/91 IeDHE NO NO NO NO 0.6 5.8 18.0 16.0 12.2 0.5 52.0
8
'ege 1 of 2
ATTACHMINr:a
(Conttnueå)
.
June 1 SISIO. MaIoh 1-
VolatIle Org8lUo 0I8mtc8J An8IyticaI Data. SalIna PWS Dlatribution SY8f8m Sampl.. SalIna Publlo Water Supply Well SIte
SalIna Public W8t8t Supply Wella SIte
(unitlln I.IQ/L)
",
BRHFORM oBeM BoeM CHLORO' CHLORO- TOTAL
Location Date LAB Toutane 1,2'oCA Benzane OeM PCE THM THM THM FRM-tHM METHANE THMa
'"
MCl 2000 + 5.0 5.0 7.0+ '. 100
'. '"
2562 Scant on 11/21/91 KOHl! NO NO NO NO NO 4.1 14.6 17.2 10.1 NO 46.0
."
HoUdaV 1m 11/21/91 KOHE NO 0.5 NO NO NO 4.0 15.9 17.9 8.6 NO 46.4
2501 Market Pl 11/21/91 KOHE NO NO NO NO NO 3.7 15.7 19.8 11.6 NO 50.8
521 Gal l Drive 11/22/91 KOHE ND ND ND ND ND 3.8 14.6 17.2 9.6 (. ND 45.2
Muncpl Gotf tour 3/051928 KOHE ND ND ND ND ND 6.4 15.0 11.0 5.0 ND 37.4
""""
HolidaV 1m 3/05/92 KOHE ND NO NO NO NO 5.7 16.3 12.1 6.2 NO 40.3
""
3/05/92 15.7 12.3 ..
2501 Market Pl ICDHE ND ND ND NO ND 5.5 6.3 0.5 39.8
300 W. Ash 3/05/92 KOHE NO NO NO NO NO 5.6 17.4 13.3 6.9 NO 43.2
ABBREVIATlQt4S:
PCE
DBeM
.
- Tetrachloroethytane
- OfbrOlllOChtol'Cllethane
- OfchhlrOlll8thane
- Trfha&OIII8thane
- MfcrOlr- per Liter
NO . Not Detected
BRHFORM - 8rOlllOfol'lll
IDeM - 8romodichtorOlll8thane
1,2-oCA - 1,2-oichloroethane
MCl - Mul- Cont_inant Level
CHLOROFRM - Chlorofol'lll
8 1,4-olchlorobenzane we. detected at a concentration of 1.1 Ut/L.
+ Value ahClllft repr..enta a proposed MCL prior to JulV 1992.
Source: KOHE/Bureau of W.ter, PubUc Water Suppty Section, SaUna PWS fllea.
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