My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0012681
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
E
>
EL DORADO
>
1347
>
3500 - Local Oversight Program
>
PR0544667
>
ARCHIVED REPORTS XR0012681
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/17/2019 3:48:06 PM
Creation date
7/17/2019 11:16:59 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012681
RECORD_ID
PR0544667
PE
3528
FACILITY_ID
FA0004962
FACILITY_NAME
CHEVRON 90342 (INACT)
STREET_NUMBER
1347
Direction
S
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95206
APN
14716030
CURRENT_STATUS
02
SITE_LOCATION
1347 S EL DORADO ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
SJGOV\wng
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.
/
442
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
i <br /> l <br /> Chevron/S. El Dorado 13 <br /> August 199U <br /> analyzed for the presence of benzene, toluene, ethylbenzene, and <br /> -- xylenes (9TEX) , and for total petroleum hydrocarbons (TPH)-as- <br /> gasoline using modified U.S. Environmental Protection Agency <br /> (EPA) Methods 5030/8020/8015- copies of the analytical reports <br /> and chain-of-custody documents are included in Appendix H. <br /> on'torin Well Const t o . Groundwater-monitoring wells <br /> were installed in all three of the boreholes. The wells were <br /> constructed of clean, 2-inch diameter, 0.020-inch machine- <br /> _ slotted, Schedule 40 polyvinyl chloride (PVC) well screen and <br /> blank casing. A well filter pack consisting of No. 2 Monterey <br /> sand was placed in the annular space in each well from the bottom <br /> of the borehole to at least 5-feet above the top of the screened <br /> interval. A 2-foot-thick layer of hydrated bentonite pellets has <br /> oy set above the filter pack and the wells then sealed to grade <br /> surface with cement grout. The wellheads were equipped with <br /> locking plugs and encased in traffic-rated EMCO/Wheaton street. <br /> boxes for protection. The three wells were completed to a depth <br /> of aper-�xirnately 60-feet below grade. Well construction details <br /> r , are presented on the drill logs in Appendix F. <br /> onitor n Well Uevelo went. Standard Groundwater <br /> Technology well development procedures require new wells to be <br /> developed using a combination of bailing, surging, and pumping, <br /> as needed. On Rugust 20, 1990, Groundwater Technology employed a <br /> truck-mounted surge-block and bailer system to develop the three <br /> wells. Each of the wells yielded approximately 100-gallons of <br /> water before a sufficiently low level of suspended sediments in <br /> the extracted water was obtained. None of the wells bailed dry <br /> .r <br /> during development. The water generated during well development <br /> -placed__in_ 55.^galIon_steel drums and held an site pending <br /> proper disposal. <br /> GNB�I'\U11,1TF:H <br /> ti 1'fc�{unaK:v,IAC. <br />
The URL can be used to link to this page
Your browser does not support the video tag.