My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
FIELD DOCUMENTS_CASE 2
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
W
>
WEST
>
4040
>
3500 - Local Oversight Program
>
PR0545105
>
FIELD DOCUMENTS_CASE 2
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
12/19/2019 2:20:12 PM
Creation date
12/19/2019 2:16:46 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
FIELD DOCUMENTS
FileName_PostFix
CASE 2
RECORD_ID
PR0545105
PE
3528
FACILITY_ID
FA0003965
FACILITY_NAME
PG&E
STREET_NUMBER
4040
STREET_NAME
WEST
STREET_TYPE
LN
City
STOCKTON
Zip
95204
APN
11702001
CURRENT_STATUS
02
SITE_LOCATION
4040 WEST LN
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
Scanner
SJGOV\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.
/
57
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
5 SOIL INVESTIGATION <br /> 5.1 March 31,2004 Sampling of Soil Probes DP1—DP3 <br /> On March 31, 2004, Fisch Environmental Exploration (Valley Springs, CA)advanced and sampled three <br /> " direct-push soil probes (DP1—DP3)down to 9.5 feet to assess the lateral and Vertical extent of soil and <br /> groundwater contamination beneath the fuel dispensers and WOT piping required by the EHD NOR cover <br /> letter(Appendix B). Mr. John Woodruff, Registered Geologist of PG&E TES, logged the soil probes. Mr. <br /> Ga Pforr, Project I <br /> ryManager of PG&E Corporate Real Estate hel ed coordinate the project.p p p � Ms. Margaret <br /> Lagorio of EHD witnessed the sampling. ,Figure 4 shows the locations of the soil probes. Soil probe DP1 <br /> was made about 2 feet west of the WOT piping; DP1 was about 4 feet south of the center of the diesel <br /> dispenser; and DP2 was about 4 feet north of the center of gasoline dispenser UNL1. . <br /> Soil samples were collected using the Geoprobe Macrocore sampler. Organic vapors in three selected <br /> soil samples from each probe were measured with a photoionization detector(PID). The completed probe <br /> holes were grouted to the surface with lean cement. Appendix C contains the probe logs of stratigraphy, <br /> sample information, and PID readings. <br /> r i <br /> 5.2 Geologic Conditions <br /> i <br /> ✓ Results of the soil probe exploration indicate that the site is underlain by'medium dense clayey sand k <br /> alluvium. Fill material consisting of reworked native soil was encountered in soil probe DP2 to a depth of 4 <br /> feet. r <br /> 5.3 Field Evidence of Petroleum Hydrocarbon Compounds <br /> f � <br /> Product odor was not observed in any of the soil recovered from any of the probes. None of the collected k <br /> soil samples exhibited unusual discoloration or free-phase PHC liquids. None of the PID readings,which i <br /> ranged from 0.6 to 1.6 parts per million (ppm), exceeded backgrounid concentrations. <br /> t <br /> 5.4 Analytical Results of Soil Samples F <br /> Three soil samples from each probe, collected at depths of 5, 7, and 9 feet', were analyzed.for the <br /> following COPC: DP1 samples for PCE; DP2 samples for diesel; and DP3 samples for gasoline, BTEX, <br /> J <br /> and five fuel oxygenates including MTBE. None of the COPC was detected in any of the samples. <br /> Table 2 summarizes the results. Appendix D contains the analytical laboratory report and chain of I <br /> custody. l <br /> :i <br /> i <br /> I' E <br /> I <br /> E <br /> s 402.331.04.30 4 <br />
The URL can be used to link to this page
Your browser does not support the video tag.