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ARCHIVED REPORTS_XR0012330
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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M
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MARCH
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3500 - Local Oversight Program
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PR0545517
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ARCHIVED REPORTS_XR0012330
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Last modified
3/12/2020 1:14:32 AM
Creation date
3/11/2020 11:07:32 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012330
RECORD_ID
PR0545517
PE
3528
FACILITY_ID
FA0003798
FACILITY_NAME
MARCH LANE 76*
STREET_NUMBER
2701
Direction
W
STREET_NAME
MARCH
STREET_TYPE
LN
City
STOCKTON
Zip
95219
APN
11619007
CURRENT_STATUS
02
SITE_LOCATION
2701 W MARCH LN
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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i <br /> ERI 205503 ROI Unocal Service Station 5886 Stockton California lune 3 1997 <br /> either be treated on site or removed to an appropriate disposal facility <br /> Monitoring Well Construction <br /> Monitoring wells are constructed In borings using thread-pointed, 2-inch inner diameter, Schedule 40 <br /> polyvinyl chloride (PVC) casing No chemical cements, glues, or solvents are used in well <br /> construction The screened portion of each well consists of factory-perforated casing with 0 020-Inch <br /> wide slots If unconfined aquifer conditions exist, the well screen is Installed from the total depth of <br /> each well to approximately 10 feet above the uppermost water-bearing unit If confined conditions <br /> exist, the uppermost water-bearing unit is screened exclusively Unperforated casing is Installed from <br /> the top of each screen to the ground surface The annular space In the well is packed with number 3 <br /> sand to approximately 1 to 2 feet above the slotted Interval A bentonite plug is added above the sand <br /> pack to prevent cement from entering the well pack The remaining annulus is backfilled to grade <br /> with a slurry of portland cement <br /> The monitoring wells are protected with a traffic-rated, cast-aluminum utility box equipped with a <br /> PVC skirt The box has a watertight seal to protect against surface-water Infiltration and must be <br /> opened with a special wrench The design of this box discourages vandalism and reduces the <br /> possibility of accidental disturbance of the well <br /> Well Development <br /> ERI waits a minimum of 24 hours before development of the monitoring wells to allow the grout to <br /> seal Initially, a water sample is collected for subjective analysis before development of the <br /> monitoring wells This sample is collected from near the water surface in the well with a Teflon® <br /> bailer cleaned with a laboratory-grade detergent and delonized water The wells are developed with a <br /> surge block and pump Well development continues until the discharge water is clear of silt and <br /> sand Clay-size sediments derived from the screened portion of the formation cannot be eliminated by <br /> well development Product is bailed from the well and stored in appropriately labeled drums on site <br /> ERI apprises Tosco of appropriate disposal options for product bailed from the well <br /> ()uali!y Assurance/Quality Control <br /> The sampling and analysis procedures employed by ERI for groundwater monitoring and sampling <br /> follow regulatory guidance documents for quality assurance/quality control (QA/QC) Quality control <br /> is maintained by site-specific field protocols and quality control checks performed by the laboratory <br /> Laboratory and field handling of samples may be monitored by including QC samples for analysis <br /> QC samples may include any combination of the following The number and types of QC samples <br /> are selected and analyzed on a project-specific basis <br /> Duplicates - Duplicate samples are collected from a selected well and project site They are analyzed <br /> at two different laboratories, or at the same laboratory under different labels <br />
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