My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0001049
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
D
>
DR MARTIN LUTHER KING JR
>
620
>
3500 - Local Oversight Program
>
PR0544216
>
ARCHIVED REPORTS XR0001049
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/4/2019 9:11:23 PM
Creation date
3/4/2019 2:50:08 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001049
RECORD_ID
PR0544216
PE
3528
FACILITY_ID
FA0003738
FACILITY_NAME
CHARTER WAY SHELL*
STREET_NUMBER
620
Direction
W
STREET_NAME
DR MARTIN LUTHER KING JR
STREET_TYPE
BLVD
City
Stockton
Zip
95206
APN
16504007
CURRENT_STATUS
02
SITE_LOCATION
620 W DR MARTIN LUTHER KING JR BLVD
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
99
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
CAMBRIA <br /> by the analytic laboratory Samples are labeled,placed m protective foam sleeves,stored on crushed ice at or <br /> below 4°C,and transported under chain-of-custody to the laboratory <br /> After the CPT probes are removed,the borings are filled to the ground surface with cement grout poured or <br /> pumped through a tremae pipe <br /> Objectives <br /> Soil samples are collected to charactenze subsurface lithology, assess whether the soils exhibit obvious <br /> hydrocarbon or other compound vapor odor or staining,estimate ground water depth and quality and to submit <br /> samples for chemical analysis <br /> Soil Classification/Logging <br /> All soil samples are classified according to the Unified Soil Classification System by a trained geologist or <br /> engineer working under the supervision of a California Registered Geologist(RG)or a Certified Engineering <br /> Geologist(CEG) The following soil properties are noted for each soil sample <br /> • Principal and secondary grain size category(i e,sand,silt,clay or gravel) <br /> • Approximate percentage of each grain size category, <br /> • Color, <br /> • Approximate water or separate-phase hydrocarbon saturation percentage, <br /> . • Observed odor and/or discoloration, <br /> G Other significant observations(i e,cementation,presence of marker horizons,mineralogy),and <br /> • Estimated permeability <br /> Soil Sampling <br /> Soil samples are collected from borings driven using hydraulic push technologies A minimum of one and one <br /> half ft of the soil column is collected for every five ft of drilled depth Additional soil samples can be collected <br /> near the water"table and at lithologic changes Samples are collected using samplers lined with polyethylene or <br /> brass tubes driven into undisturbed sediments at the bottom of the borehole The ground surface immediately <br /> adjacent to the boring is used as a datum to measure sample depth The horizontal location of each boring is <br /> measured in the field relative to a permanent on-site reference using a measuring wheel or tape measure <br /> Drilling and sampling equipment is steam-cleaned or washed prior to drilling and between borings to prevent <br /> cross-contamination Sampling equipment is washed between samples with tnsodium phosphate or an <br /> equivalent EPA-approved detergent <br /> i <br /> Sample Storage, Handling and Transport <br /> Sampling tubes chosen for analysis are tnnimed of excess soil and capped with Teflon tape and plastic end <br /> caps Soil samples are labeled and stored at or below 4°C on either crushed or dry ice, depending upon local <br /> regulations Samples are transported under chain-of-custody to a State-certified analytic laboratory <br /> Field Screening <br /> i <br />
The URL can be used to link to this page
Your browser does not support the video tag.