My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0009594
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
P
>
PACIFIC
>
7303
>
3500 - Local Oversight Program
>
PR0545644
>
ARCHIVED REPORTS_XR0009594
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/6/2020 10:18:29 AM
Creation date
5/6/2020 10:01:07 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009594
RECORD_ID
PR0545644
PE
3528
FACILITY_ID
FA0003814
FACILITY_NAME
TOSCO CORPORATION #30878*
STREET_NUMBER
7303
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
APN
07736021
CURRENT_STATUS
02
SITE_LOCATION
7303 PACIFIC AVE
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
Scanner
LSauers
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
132
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
KEI-P89-1104 .R9 <br /> December 17 , 1992 <br /> Page 8 <br /> 8015 (soil) and EPA method 3510/modified 8015 (water) , total oil <br /> and grease (TOG) by Standard Methods 5520B&F (water) and 5520E&F <br /> (soil) , and for EPA method 8010 constituents . Selected soil <br /> samples from EB5 and EB6 were also analyzed for TPH as diesel, TOG, <br /> EPA method 8010 constituents, and for TPH as hydraulic fluid by EPA <br /> method 3550/modified 8015 . One soil sample from EB7 was also <br /> analyzed for TPH as diesel , TOG, and EPA method 8240 constituents . <br /> The results of soil analyses are summarized in Tables 1 and 2 , and <br /> the results of the water analyses are summarized in Table 3 . <br /> Copies of the laboratory analyses and the Chain of Custody <br /> documentation are attached to this report. <br /> It should be noted that the water samples from the exploratory <br /> borings were collected during drilling . The results of the <br /> analyses may not be representative of formation water, and should <br /> be used for comparative informational purposes only <br /> HYDROLOGY AND GEOLOGY <br /> During the drilling of exploratory borings EBI through EB4 , ground <br /> water was encountered at depths of 58 . 0 to 58 . 5 feet below grade. <br /> In the four existing monitoring wells (MW1 through MW4 ) at the <br /> site, the measured depth to ground water on June 22 , 1992 , ranged <br /> between 56 . 63 and 57 . 43 feet below grade. Based on water level <br /> data gathered on June 22 1992 , the ground water flow direction at <br /> the site appeared to be to the east-southeast. <br /> The subject site is located adjacent to the Sacramento-San Joaquin <br /> delta in the Central Valley geomorphic province. The Central <br /> Valley is a large, northwestward-trending, asymmetric structural <br /> trough that has been filled with as much as six vertical miles of <br /> sediment in the San Joaquin Valley. Based on review of regional <br /> geologic maps (U. S . Geological Survey Miscellaneous Field Studies <br /> Map MF-1401 "Geologic Maps of the Sacramento-San Joaquin Delta , <br /> California" by Brian F. Atwater, 1982) , the subject site is <br /> underlain by Holocene and/or upper Pleistocene alluvium identified <br /> as Alluvium of Calaveras River and Vicinity (Qcr) . The Calaveras <br /> River alluvium was deposited by the Calaveras River, Bear Creek, <br /> and several lesser streams, and has not been described in detail <br /> The results of our subsurface study indicate that the site is <br /> underlain by fill materials that are about 0. 5 to 2 . 5 feet thick, <br /> except in the vicinity of MW3 at the former fuel tank pit where pea <br /> gravel backfill materials were encountered to a depth of approxi- <br /> mately 27 feet below grade. The fill is in turn underlain by <br /> 46 alluvium to the maximum depth explored (75 feet below grade) <br />
The URL can be used to link to this page
Your browser does not support the video tag.