My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0012685
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
E
>
EL DORADO
>
7906
>
2900 - Site Mitigation Program
>
PR0540858
>
ARCHIVED REPORTS XR0012685
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/1/2019 12:36:23 PM
Creation date
8/1/2019 10:22:46 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012685
RECORD_ID
PR0540858
PE
2960
FACILITY_ID
FA0023360
FACILITY_NAME
ARCO SERVICE STATION #2130
STREET_NUMBER
7906
Direction
N
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95210
CURRENT_STATUS
01
SITE_LOCATION
7906 N EL DORADO ST
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.
/
367
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
f <br /> November 18, 1991 MffffMA <br /> ~ ARCO Station No. 2130, Stockton, California <br /> casing with 01-inch-wide slots. Our previous Work Plan also includes the Site Safety Plan <br /> and Emergency Route to the Hospital, examples of the field boring logs, the Unified Soil <br /> Classification System,and Logs of Borings. We have included the following attachments to <br /> this addendum: a description of additional field methods, a schematic groundwater well <br /> design and a modified schematic vapor-recovery well design. <br /> We propose the foIIowing tasks to conduct the subsurface investigation: <br /> o Acquire a drilling permit from the SJCPHS-EHD. <br /> k <br /> o Contact Underground Service Alert and the SJCPHS-EHD at least 48 hours <br /> before drilling to delineate public utility lines at the site. <br /> o Drill three 10-inch-diameter soil borings to 10 feet below ground water <br /> (approximately 78 feet below grade) or 5 feet into the first aquitard, <br /> whichever is encountered first. The borings will be converted to 4-inch- <br /> diameter ground-water monitoring wells. The boring locations are shown on <br /> Plate 2. <br /> o Drill one 10-inch-diameter soil boring near boring B-1 to approximately 55 <br /> feet below grade and convert the boring to a 4-inch-diameter vapor-extraction <br /> well. The screen interval will be selected according to field evidence of <br /> hydrocarbons in soil from the boring. <br /> o Drill two 8-inch-diameter soil borings near the existing tank cavity but outside <br /> ` the area of the proposed tank cavity and four soil borings near the existing a <br /> product dispensers. The borings will be terminated at ground water or when <br /> t two consecutive soil samples with photoionization detector (PID) readings <br /> below 50 parts per million by volume (ppmv) are collected below 25 feet <br /> below grade. The borings will be converted to 4-inch-diameter vapor- <br /> extraction wells if warranted based on PID readings. The screen interval will <br /> be selected according to field evidence of hydrocarbons in soil from each <br /> boring- <br /> o Collect relatively undisturbed soil samples at 5-foot intervals or lithology <br /> changes from the ground surface to the total depth of each boring. Soil <br /> samples will be placed in iced storage and maintained at 4 degrees centigrade <br /> - --- for transport-to-the-analytical-laboratory. -- <br /> =34W 2 <br /> t . <br />
The URL can be used to link to this page
Your browser does not support the video tag.