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ARCHIVED REPORTS_XR0002802
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0545262
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ARCHIVED REPORTS_XR0002802
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Last modified
2/3/2020 7:46:48 PM
Creation date
2/3/2020 10:24:15 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002802
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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• Complete the soil borings as groundwater monitoring wells <br /> • Analyze the groundwater samples collected from each well for BTEX and TPHG by <br /> EPA methods 8020 and modified 8015, respectively <br /> ' • Prepare a summary report <br /> ' MONITORING WELL INSTALLATION AND DEVELOPMENT PLAN <br /> Due to the lack of consistent groundwater gradient and direction data RESNA will survey and <br /> ' monitor well MW-1 and the irrigation well located 65 feet south of the former tank location <br /> Hydraulic gradient and direction will be estimated from the monitoring data collected This <br /> ' information will be used to select the optimum locations for the proposed monitoring wells The <br /> use of this information is predicated on hydraulic continuity between first water and the deeper <br /> ' interval screened in the irrigation well An abnormally large difference in potentiometnc surface <br /> between the two wells will indicate that the data are not valid and cannot be used for well <br /> placement <br /> ' Two soil borings will be drilled to approximately 80 feet below grade to provide for the <br /> installation of groundwater monitoring wells The estimated locations of the borings (MW2 and <br /> MW3) are shown on Figure 3 Actual position will be determined after monitoring activities <br /> are complete <br /> 1 <br /> Drilling will be conducted by a state-licensed (C57) drilling company, using a hollow-stem auger <br /> ' drill ng A field geologist will be present to log all drill cuttings and soil samples utilizing the <br /> Unified Soil Classification System Descriptions of soil types encountered, sample collection <br /> ' intervals, and well construction details will be recorded on boring/well logs and included an the <br /> site assessment report Cored soil samples will be collected above the water table at 5-foot <br /> ' intervals, if possible, and below the water table at select intervals Samples will be collected <br /> in brass sleeves with a California modified split spoon sampler All samples will be screened <br /> with a photolonazataon detector (PID) for the presence of volatile organic hydrocarbons <br /> Samples selected for analysis will be sealed with teflon, a plastic cap and duct tape, then placed <br /> ' R-021492 LF 6 <br />
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