My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0012294
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
E
>
ELEVENTH
>
8203
>
2900 - Site Mitigation Program
>
PR0502410
>
ARCHIVED REPORTS XR0012294
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/19/2024 10:19:09 AM
Creation date
9/4/2019 9:38:06 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012294
RECORD_ID
PR0502410
PE
2960
FACILITY_ID
FA0005437
FACILITY_NAME
UNOCAL BULK PLANT #0788
STREET_NUMBER
8203
Direction
W
STREET_NAME
ELEVENTH
STREET_TYPE
ST
City
TRACY
Zip
95376
APN
25014003
CURRENT_STATUS
01
SITE_LOCATION
8203 W ELEVENTH ST
P_LOCATION
99
P_DISTRICT
005
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.
/
12
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
a , <br /> f 1 <br /> 44 <br /> 2.0 SCOPE OF WORK , <br /> b <br /> i <br /> Work performed by PACIFIC for the most recent phase of this investigation included <br /> r the installation of three additional groundwater monitoring wells and three exploratory <br /> soil borings as outlined in the recommendations section of. PACffIC's Soil and <br /> Groundwater Investigation Report dated February 13, 1991. <br /> On May 9, 1991, PACIFIC installed Groundwater Mo litoring Wells U4 through U-6 <br /> ouch U-C at the locations shown on Figure 2. <br /> and Exploratory Sail Borings U-A thr <br /> Borings U-A and U-B were drilled to a depth of 16-1/2 feet and U-C was advanced to a <br /> l r depth of 17-1/2 feet. The borings for Wells U-4 and U-6 were drilled to a depth of }} <br /> 21-1/2 feet, and the boring for U-6 was drilled to a depth of 20 feet. Wells U•4, U-S, 1 <br /> and U-6,were constructed of 3-inch diameter Schedule 40 PVC casing, with perforated ~x <br /> �> intervals from S to.13 feet below grade for.0-4, and S to 20 feet below grade for Wells <br /> U-6 and U-6. Soil samples were collected at a maximum 7-1/2-foot interval during j <br /> drilling,.and selected samples were submitted for analysis by a State-certified analytical 1 �' <br /> laboratory. The wells were installed as described in the investigative procedures section `-a <br /> • of this report (Appendix A). The newly constructed wells were developed, and all site <br /> A. wells were sampled on May 23, 1991, in accordance with the procedures outlined in <br /> Appendix A. At this time, depth to water measurements were recorded for hydrologic .; <br /> calculations. Subsequent to their installation, Wells U-4 through U-6 were surveyed for t •, <br /> location and elevation by a State-registered surveyor. At this time, Wells U-1 throu,h ' <br /> 5 M1`i <br /> U-3 were resurveyed to ensure a common datum. <br /> 3100101;REPORT'_ 3 September 30. 1901 c <br />
The URL can be used to link to this page
Your browser does not support the video tag.