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ARCHIVED REPORTS_XR0002814
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545262
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ARCHIVED REPORTS_XR0002814
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Last modified
2/3/2020 7:46:31 PM
Creation date
2/3/2020 10:29:51 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002814
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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I <br /> 10 INTRODUCTION <br /> On behalf of the San Joaquin Catholic Cemetery, Ramage Environmental has prepared this <br /> Work Plan for regulatory review and approval The proposed scope of work includes the <br /> installation of two groundwater monitoring wells and quarterly groundwater monitoring and <br /> sampling at the site The work scope has been approved by the San Joaquin County Public <br /> Health Services Environmental Health Division (PHSIEHD) and the Underground Storage Tank <br /> Cleanup Fund (USTCF) <br /> 1 1 Site and Subsurface Description <br /> The subject property is an operating cemetery located on the northeast corner of Harding Way <br /> and Cemetery Lane in the city of Stockton (San Joaquin County), California (Figure 1) The <br /> project site is located on the east-side of the mausoleum building (Figure 2) <br /> The site is flat and at an elevation of approximately 16 feet above mean sea level Based on <br /> previous drilling at the site, the subsurface soil consists of interbedded clay, silt and sand <br /> mixtures to a depth of at least 80 feet bgs Sand intervals encountered during sampling were <br /> less than 5 feet thick, laterally discontinuous and consisted primarily of poorly-graded fine-to <br /> medium-grained sand <br /> Groundwater was last monitored in February 1998 at a depth of approximately 45 feet below <br /> ground surface (bgs) Since 1992, groundwater levels have risen approximately 22 feet In <br /> general, groundwater flows north-northeast at a gradient of approximately 0 002 foot/foot <br /> 12 Previous Work <br /> On November 17, 1989, one 500-gallon gasoline UST and one 1,000-gallon gasoline UST were <br /> removed from the site in response to a failed tank tightness test A hole approximately 5-inches <br /> in diameter and numerous pin-sized holes were observed in the tank bottom Soil directly <br /> beneath the removed tanks was saturated with gasoline hydrocarbons <br /> On January 30, 1991, WaterWork Corp published Problem Assessment Report for Investigation <br /> of Petroleum Hydrocarbon Contamination Their scope of work incl lded the drilling of five soil <br /> borings and the installation of one groundwater monitoring well (MW\;)in the center of the <br /> former UST excavation Results of the soil and groundwater sampling indicated that <br /> groundwater had been impacted by gasoline hydrocarbons but that the majority of the <br /> • hydrocarbon mass was concentrated in soil between 10 and 20 feet bgs <br /> 2 <br />
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