My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0007610
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
T
>
TRACY
>
3788
>
3500 - Local Oversight Program
>
PR0545739
>
ARCHIVED REPORTS_XR0007610
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/8/2020 12:41:35 PM
Creation date
6/8/2020 12:15:47 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007610
RECORD_ID
PR0545739
PE
3528
FACILITY_ID
FA0006002
FACILITY_NAME
UNION OIL #6348
STREET_NUMBER
3788
Direction
N
STREET_NAME
TRACY
STREET_TYPE
BLVD
City
TRACY
Zip
95376
APN
21225002
CURRENT_STATUS
02
SITE_LOCATION
3788 N TRACY BLVD
P_LOCATION
03
P_DISTRICT
005
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.
/
86
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
t <br /> 1 z <br /> and MW-4) The initial detection of TPH-G, ethylbenzene, and xylenes in well MW-4 <br /> on July 15, 1991 appears to have been anomalous A summary of the quarterly . <br /> groundwater analytical results are presented in Table 1 . Upgradkent monitoring well <br /> MW-1 was temporarily removed from the quarterly sampling program, with approval <br /> of the San Joaqu:n,County Department of Public Health Services,(SJCDPHS) <br /> 3.0HYDROGEOLOGIC SETTING <br /> The hydrogeology of the site is defined from the soils encountered in soil borings and <br /> __water level eIevat:ons-measured in the monktorkng_wells _ The regional hydrogeologic <br /> setting and the site boring logs are presented :n Appendices A and B (Mittelhauser's <br /> Preliminary Investigation and Evaluation Report dated January, 31 , 1992, and <br /> Mittelhauser's Monitoring Well MW-3A Installation Report dated December 3, 1993, <br /> respectively) <br /> The site is generally underlain with a poorly graded sand fill that is between 6 inches <br /> and 3 feet thick A dark gray clay or silty clay was observed to a depth of S <br /> approximately 8 feet below ground surface (bgs) Below the clay, and extending to , <br /> the maximum depth of the monitoring well borings, the soil generally consists of <br /> �— clayey silt to sandy silt Areas that were excavated during the recent remediation <br /> _ activities were backfilled with compct <br /> aed Class-2 base rock The f the portion oUST <br /> excavation below the water table was backfilled with gravel drain rock <br /> The depth to groundwater is generally between 8 and 10 feet bgs The groundwater , <br /> gradient has been determined during five quarterly monitoring events between July <br /> 1991 and September 1992 The groundwater gradient direction has varied between <br /> N51°W and N39°E with all but one of the quarterly gradient directions being toward <br /> the northwest <br /> /Mittelhauser <br /> P2168R006 wpf031941 <br /> 2 C O R P 0 R A T 1 0 N <br />
The URL can be used to link to this page
Your browser does not support the video tag.