My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WORK PLANS
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
D
>
DR MARTIN LUTHER KING JR
>
701
>
3500 - Local Oversight Program
>
PR0544217
>
WORK PLANS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/4/2019 11:05:25 PM
Creation date
3/4/2019 4:26:29 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0544217
PE
3526
FACILITY_ID
FA0002512
FACILITY_NAME
GSG GAS & MART
STREET_NUMBER
701
Direction
E
STREET_NAME
DR MARTIN LUTHER KING JR
STREET_TYPE
BLVD
City
STOCKTON
Zip
95206
APN
14734311
CURRENT_STATUS
02
SITE_LOCATION
701 E DR MARTIN LUTHER KING JR BLVD
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
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.
/
106
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
09 July 1998 <br /> AGE-NC-97-0326 <br /> Page 2 of 6 <br /> The installation of ground water monitoring wells was subsequently required by the San Joaquin <br /> County Public Health Services - Environmental Health Division (PHS-EHD). <br /> According to a map titled Lines of Equal Elevation of Groundwater-Spring 1996,published by the <br /> San Joaquin County Flood Control and Water Conservation District, ground water occurs at a depth <br /> of approximately 55 feet bsg with a flow direction toward the northeast. The most recent data <br /> collected from ground water monitoring wells located at the USA gasoline station located east of the <br /> subject property confirms the gradient data with a slight increase in ground water elevation. <br /> 3.0. SCOPE OF WORK <br /> 3.1. DRILLING AND SAMPLING <br /> The scope of work will include the advancement of one soil boring near the former USTs location <br /> to a total depth of approximately 60 feet bsg, collection of soil samples, and installation of one 2- <br /> inch diameter ground water monitoring well. One additional boring will be advanced near the <br /> southern dispenser island to a depth of approximately 25 feet bsg. The soil borings will be advanced <br /> utilizing a truck-mounted drill rig equipped with 8-inch diameter hollow-stem augers. The <br /> monitoring well will be installed through the existing conductor casing. <br /> Soil samples will be collected at five-foot intervals beginning at a depth of 15 feet bsg in the boring <br /> adjacent to the UST and beginning at a depth of 5 feet bsg in the boring near the dispenser island. <br /> Soil samples will be preserved and placed in a chilled container for transportation to a state-certified <br /> laboratory under chain-of-custody. Soils will be described using the Unified Soil Classification <br /> System(USCS). Soil sample descriptions and PID screening results will be summarized on boring <br /> logs prepared for the final report. <br /> 3.2. EQUIPMENT DECONTAMINATION <br /> All sampling tools and brass sleeves used for sample collection will be thoroughly rinsed with clean <br /> water after washing with a solution of Alconox. All hollow stem augers will be steam-cleaned prior <br /> to advancement in each borehole. <br /> 3.3. MONITORING WELL COMPLETION <br /> The boring near the UST will be completed as a 2-inch diameter ground water monitoring well with <br /> the screened interval extending from approximately 60 to 40 feet bsg. If impacted soil near the <br /> Advanced GeoEnvironmental,Inc. <br />
The URL can be used to link to this page
Your browser does not support the video tag.