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ARCHIVED REPORTS_XR0008468
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545858
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ARCHIVED REPORTS_XR0008468
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Last modified
7/15/2020 6:32:13 PM
Creation date
7/15/2020 3:24:11 PM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008468
RECORD_ID
PR0545858
PE
3528
FACILITY_ID
FA0003600
FACILITY_NAME
Nella Oil #427
STREET_NUMBER
3300
STREET_NAME
WATERLOO
STREET_TYPE
Rd
City
Stockton
Zip
95205
CURRENT_STATUS
02
SITE_LOCATION
3300 Waterloo Rd
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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MonitorinL7 Well Installation Procedures <br />- The monitoring well consists of 4 -inch diameter Schedule 40 PVC casing set in an 10 -inch diameter <br />boring The boring was drilled under the direction of an engineer or geologist from our firm. A <br />' detailed boring log was kept at all times noting 1) material types encountered with depth (Unified <br />Soils Classification System), and 2) moisture conditions The boring was drilled using a CME -75 <br />' drill rig equipped with 10 -inch diameter continuous flight hollow stem augers The monitoring <br />wells consist of a bottom plug followed by 20 feet of Schedule 40 PVC screen with factory machined <br />horizontal slots (0 020 -inches), then blank casing to the surface Each section of casing is joined <br />together using factory -made threaded connections, thereby eliminating the necessity for any glues <br />or solvents The well packing material consists of pre -washed medium grained sand and extends <br />' a minimum of 2 feet above the slotted casing Bentonite tablets were used to seal the well casing <br />A 6 -sack sand/cement slurry was used to backfill the remainder of the boring A locking cap was <br />' set on top of the well head which is set slightly below grade A flush mounted water tight box was <br />used to protect the well head A well log for each monitoring well was submitted on the <br />' appropriate form to the California Department of Water Resources Soil cuttings generated by the <br />drilling operations were stockpiled at the project site Water produced during well development <br />and sampling operations was stored in 55 gallon drums at the site <br />Ground -Witter Samyling Methods <br />A ground -water sample was collected from each monitoring well Prior to sampling the well, <br />approximately five well volumes were removed in order to bring fresh formation water into the well <br />The ground -water sample was collected using a pre -cleaned teflon bailer. The teflon bailer was <br />cleaned in a trisodium phosphate (TSP) solution, rinsed with clean water, rinsed with methanol, and <br />finally rinsed with deionized water and allowed to air dry The ground -water sample was placed in <br />the appropriate glass containers with teflon -lined lids Each sample was labelled and immediately <br />placed in an ice chest and cooled to 4°C using blue ice <br />
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