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ARCHIVED REPORTS_XR0012391
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545638
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ARCHIVED REPORTS_XR0012391
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Last modified
5/5/2020 1:11:58 PM
Creation date
5/5/2020 12:46:18 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012391
RECORD_ID
PR0545638
PE
3528
FACILITY_ID
FA0005998
FACILITY_NAME
UNION OIL SS#2859
STREET_NUMBER
1665
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95204
APN
13702031
CURRENT_STATUS
02
SITE_LOCATION
1665 PACIFIC AVE
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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LSauers
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EHD - Public
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i <br /> GR Feld Mcthods and Procedures <br /> Field Screening of Soil Samples <br /> A PID is used to perform head-space analysis in the field for the presence of organic vapors <br /> from the soil sample This test procedure involves removing some soil from one of the sample <br /> tubes not retained for chemical analysts and immediately covering the end of the tube with a <br /> plastic cap The PID probe is inserted into the headspace inside the tube through a hole in the <br /> plastic cap Head-space screening results are recorded on the boring log Head-space screening <br /> procedures are performed and results recorded as reconnaissance data GR does not consider <br /> field screening techniques to be verification of the presence or absence of hydrocarbons <br /> Construction of Monitoring Wells <br /> Monitoring wells are constructed in the exploratory soil borings with Schedule 40 polyvinyl <br /> chloride (FVC)casing All points are thread joined, no glues,cements,or solvents are used in <br /> well construction The screened interval is constructed of machine-slotted PVC well screen <br /> which generally extends from the total well depth to a point above the groundwater An <br /> appropriately-sized sorted sand is placed in the annular space adjacent to the entire screened <br /> interval A bentonite transition seal is placed in the annular space above the sand, and the <br /> remaining annular space is sealed with neat cement or cement grout <br /> Wellheads are protected with water-resistant traffic-rated vault boxes placed flush with the <br /> ground surface The top of the well casing is sealed with a locking waterproof cap A lock is <br /> placed on the well cap to prevent vandalism and unintentional introduction of materials into <br /> the well <br /> Measurement of Water Levels <br /> The top of the newly-installed well casing is surveyed by a California-licensed Land Surveyor <br /> to mean sea level (MSL) Depth-to-groundwater in the well is measured from the top of the <br /> well casing with an electronic water-level indicator Depth-to-groundwater is measured to the <br /> nearest 0 01-foot, and referenced to MSL <br /> Well Develo ment and Sam lin <br /> The purpose of well development is to improve hydraulic commurucation between the well and <br /> the surrounding aquifer Prior to development, each well is monitored for the presence of <br /> #Ioabng product and the depth-to-water is recorded Wells are then developed by alternately <br /> surging the well with a vented surge block, then purging the well with a pump or bailer to <br /> A-2 <br />
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