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ARCHIVED REPORTS XR0009634
Environmental Health - Public
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3500 - Local Oversight Program
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PR0543393
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ARCHIVED REPORTS XR0009634
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Entry Properties
Last modified
11/6/2018 5:49:18 AM
Creation date
11/5/2018 8:30:13 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009634
RECORD_ID
PR0543393
PE
3528
FACILITY_ID
FA0006246
FACILITY_NAME
CITY OF STOCKTON/VICTORY PARK*
STREET_NUMBER
1201
Direction
N
STREET_NAME
PERSHING
STREET_TYPE
AVE
City
STOCKTON
Zip
95202
APN
13515001
CURRENT_STATUS
02
SITE_LOCATION
1201 N PERSHING AVE
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
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City of Stockton A68104 02A <br /> June 6, 1996 Page A-2 <br /> screening indicated will be most likely to contain the contaminate of concern In most <br /> instances the deepest two samples and/or and sample collected from just above groundwater <br /> are selected for analyses Samples intended for chemical analyses are sealed with Teflon <br /> tape and plastic end caps, labeled, placed on ice, and delivered to a laboratory, along with <br /> chain-of-custody documentation <br />� The soil borings may be completed as groundwater monitoring wells, or abandoned by <br /> grouting with a 6-sack cement slurry containing 3 to 5 percent bentonite or by backfilling <br /> with clean soil Abandonment procedures depend upon the boring depth, depth to <br /> groundwater, project objectives, and regulatory requirements For borings greater than 15 <br /> feet deep, grout is emplaced through the hollow augers which will extend to within 15 feet <br /> of the bottom of the boring If required by the local regulatory agency, grout is emplaced <br /> by pumping through a tremie pipe which extends to within 15 feet of the bottom of the <br /> boring The tremae pipe or augers are withdrawn from the boring in 10-foot increments as <br /> the boring fills with grout SOPs for groundwater monitoring well installation are described <br /> in a subsequent paragraph (if pertinent to this investigation) <br /> Soil cuttings generated during drilling are containerized in United States Department of <br /> Transportation (DOT)-approved drums, or placed on and covered with plastic sheeting, and <br /> stored on site in an area inaccessible to the general public Typically, the stockpiled soil is <br /> characterized by collecting and analyzing composite samples from the stockpile Twining <br /> can recommend an appropriate method for disposition of the cuttings based on the <br /> analytical results Disposal will be the responsibility of the client <br /> A-2 Standard Operating Procedures for Equipment Decontamination Proper <br /> decontamination procedures reduce the potential for cross-contamination among sample <br /> locations, and introduction of contamination from outside sources <br /> Before, during, and following drilling operations, drilling equipment is thoroughly cleaned <br /> using a high pressure hot water (steam) washer Well casing, screen, end caps, and <br /> centralizers will also be cleaned using the steam washer <br />' Steam cleaning condensate will be containerized for later disposal Generally, disposal will <br /> be the client's responsibility <br />■' Sampling equipment and any tools, measuring devices, or other equipment which will <br /> contact soil, groundwater, or any media being assessed will be washed in a low-phosphate <br /> soap and water solution, and rinsed in clean water before each use The type of soap used <br /> will depend upon project requirements <br /> A-3 Standard Operating Procedures for Using Photoionization Detector (PID The PID <br /> is calibrated in accordance with the manufacture's recommendations prior to use in the field <br /> Upon arrival at the project site, the PID is used to monitor background concentrations of <br />
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