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ARCHIVED REPORTS_XR0012714
Environmental Health - Public
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HARDING
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3500 - Local Oversight Program
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PR0545262
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ARCHIVED REPORTS_XR0012714
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Entry Properties
Last modified
2/3/2020 9:17:35 PM
Creation date
2/3/2020 9:55:16 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012714
RECORD_ID
PR0545262
PE
3528
FACILITY_ID
FA0009940
FACILITY_NAME
SAN JOAQUIN CATHOLIC CEMETERY
STREET_NUMBER
719
Direction
E
STREET_NAME
HARDING
STREET_TYPE
WAY
City
STOCKTON
Zip
95204
APN
12720002
CURRENT_STATUS
02
SITE_LOCATION
719 E HARDING WAY
P_DISTRICT
001
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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�au�ux <br /> ra <br /> 2.2 Flap showing aitcs 10c"'"On r(llntiv" to r)s,te�sby lrrncfmarkts: <br /> Tho tsite location in gliown on Figuro I <br /> 2.3 Layout. of all undorground tanho and Pi <br /> pin�7 r�Yzrtrmc� t�ro��«rly <br /> labeled .for content: <br /> No tanks of linesronnF'igurax2,at on site. The former tank <br /> locations are depicted <br /> 2.4 Laboratory 1esults for initial sail sampling. <br /> soil samples were taken 'to <br /> After removal of the two fuel tanks,of the tankus' content" on site resources.. <br /> dotermino the impact ion Equipment Company, Inc. conducted the <br /> Stockton Service Staterformed by CalifOr- <br /> sampling. Analysis of the soil DAraplcsfl arcs p <br /> nia Water Labs, The moults Of the results azelyses are summarized in <br /> included in Appendix A. <br /> Table I. Complete laboratory product constituents <br /> Extremely high concentrations of patrolcu <br /> 2. This was probably <br /> were detected in the onmP100 from Tank <br /> kf o.rom the tank tort. Those <br /> due to tbo recent discharge resulting <br /> levels would indicGtQ that the samplau ware saturated or nearly <br /> saturated with product. <br /> 2.5 Estimates of liquid quantity and composition leakedt <br /> Duo to the age and condition of the tanksno estimate of total <br /> , <br /> liquid <br /> loss can be made. With the known volume would be tin sexcessuOf <br /> of the tank test, the total product los <br /> 1000 gallons. The constituents detected in the soil samples are <br /> typically derived from gasoline. <br /> 2.6 Topography, geology, hydrology: <br /> he <br /> ed by the U.S-D•A• Soil Conservation <br /> The site issituated <br /> been mapp vel terrain. The soils at tis aemfine- <br /> clayproperty adobe) . Stockton clay <br /> Service as Stockton o black ck`clay, deposited by Quiescent or slow <br /> textured, dark gray lace <br /> moving water. The parent material was of mixed origin, but <br /> primarily igneous rock. According to the survey some in-place <br /> development of soil soil <br /> is therred also..Q ul t of Ttrans;porhe a development ire- <br /> tig ht clay subsoil of the soil pro- <br /> deposition of very firesultinglin arhigh hcolloidal clay content <br /> file to the subsoil., <br /> and impervious structure in the subsoil. <br /> s is <br /> en they <br /> The importance ha the <br /> eabove soil propenificantly contribute to s site,sh ability <br /> exist at depth they g ast releases of petroleum fuels. <br /> to attenuate the impacts of any P <br /> Deeper lithology and site geology is related to the surface <br /> soils. The sits is mapped by the U.S. 0eoli icrAfilas da is <br /> "basin deposits." Basin deposits have lithver, intercalating layers <br /> nated oy fine-textured materials. However, <br /> 2 <br />
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