My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0004806
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
L
>
LOWER SACRAMENTO
>
8660
>
3500 - Local Oversight Program
>
PR0508187
>
ARCHIVED REPORTS_XR0004806
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/4/2020 11:51:00 AM
Creation date
3/4/2020 11:11:42 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004806
RECORD_ID
PR0508187
PE
2950
FACILITY_ID
FA0007980
FACILITY_NAME
CHEVRON SERVICE STATION #9-3232
STREET_NUMBER
8660
STREET_NAME
LOWER SACRAMENTO
STREET_TYPE
RD
City
STOCKTON
Zip
95210
APN
07917039
CURRENT_STATUS
01
SITE_LOCATION
8660 LOWER SACRAMENTO RD
P_LOCATION
01
P_DISTRICT
003
QC Status
Approved
Scanner
SJGOV\sballwahn
Tags
EHD - Public
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
242
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
ATTACHMENT B <br /> FIELD AND LABORATORY PROCEDURES <br /> Chevron Service Station 9-3232, 8660 Lower Sacramento Road, Stockton, California <br /> of known volume and measuring the water level response to derive values for transmissivity <br /> (T) and hydraulic conductivity(K) <br /> Values for T and K were solved using a Cooper et al (1967)1 solution in AQTESOLVIM <br /> software The hydraulic conductivity and transmissivity for each tested well, as determined <br /> from the analyses of the slug test data, are presented in Table 2 Appendix E contains the <br /> data plots and analyses for each test <br /> Laboratory Procedures for Soil Samples <br /> Soil samples collected were analyzed for the presence of TPHg and methanol by EPA <br /> Method 8015, BTEX, MtBE, DIPE, TAME, EtBE, TBA, EDB, 1,2-DCA, and ethanol by <br /> EPA Method 8260B Collected groundwater samples were analyzed for TPHg by EPA <br /> Method 8015, BTEX and MtBE by EPA Method 8021, and DIPE, TAME, EtBE, TBA, <br /> EDB, 1,2-DCA, ethanol, and MtBE by EPA Method 8260 <br /> Soil Cuttings and Rinsate Water <br /> Soil cuttings generated during drilling operations were temporarily stored onsite and covered <br /> with plastic sheeting pending characterization and disposal Chevron's disposal contractor <br /> removed soil cuttings to an appropriate disposal facility Water generated during steam <br /> cleaning was temporarily stored in DOT-approved 55-gallon drums pending transport by <br /> Chevron's disposal contractor to an appropriate disposal or treatment facility <br /> Organic Vapor Procedures <br /> Soil samples collected at five-foot intervals during drilling were analyzed in the field for <br /> ionizable organic compounds using a photo-ionization detector (PID) with a 10 2 eV lamp <br /> The test procedure involves measuring approximately 30 grams from an undisturbed soil <br /> sample, placing this sub-sample in a sealed container (either a zip-lock bag or a mason far) <br /> The container was warmed for approximately 20 minutes (in the sun), then the head-space <br /> within was tested for total organic vapor, measured in parts per million as benzene (ppmv, <br /> volume/volume) The instrument was calibrated prior to drilling using a 100-ppm <br /> isobutylene standard (in air) and a sensitivity factor of 55, which relates the photo-ionization <br /> potential of benzene to that of isobutylene at 100 ppm The results of the field-testing was <br /> noted on the boring logs PID readings are useful for indicating relative levels of <br /> contamination, but cannot be used to evaluate hydrocarbon levels with the confidence of <br /> laboratory analyses <br /> Soil Sampling for Stockpiled Soil <br /> Soil samples were collected by advancing a 2-inch diameter stainless steel sample liner into <br /> the soil stockpile, after removing approximately 6-inches to 1-foot of surface material in the <br /> 1 Cooper,H H,Jr,J D Bredehoeft,and I S Papadopulos, Response of finite dlwmwter well to an <br /> instantaneous change of water, Water Resour Res,3,263-269, 1967 <br /> 40 <br />
The URL can be used to link to this page
Your browser does not support the video tag.