My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SITE INFORMATION AND CORRESPONDENCE
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
I
>
INDUSTRIAL
>
212
>
3500 - Local Oversight Program
>
PR0545309
>
SITE INFORMATION AND CORRESPONDENCE
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/11/2020 10:55:29 PM
Creation date
2/11/2020 9:10:32 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0545309
PE
3528
FACILITY_ID
FA0010339
FACILITY_NAME
H&H ENGINEERING CONST INC
STREET_NUMBER
212
STREET_NAME
INDUSTRIAL
STREET_TYPE
DR
City
STOCKTON
Zip
95206-3920
APN
17728019
CURRENT_STATUS
02
SITE_LOCATION
212 INDUSTRIAL DR
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
SJGOV\sballwahn
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
124
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
PUBLIC HEALTH SERVICES <br /> SAN JOAQUIN COUNTY ' <br /> ENVIRONMENTAL HEALTH DIVISION or <br /> Karen Furst, M.D., M.P.H., Health Officer <br /> 304 East Weber Avenue, Third Floor• Stockton, CA 9520 <br /> 209/468-3420 fILE C <br /> MICHAEL TURBETTI / JAN THOMPSON <br /> WILBUR ELLIS COMPANY .JUN 2 3 1998 <br /> 191 W SHAW AVE SUITE 107 <br /> FRESNO CA 93704-2876 <br /> RE: Former Underground Storage Tank SITE CODE: 507797 <br /> 212 Industrial Blvd. <br /> Stockton, CA., 95206 <br /> San Joaquin County Public Health Services, Environmental Health Division <br /> (PHS-EHD) has reviewed the June 9, 1998 "Workplan / Health & Safety Plan - <br /> Additional Subsurface Soil and Groundwater Assessment" submitted by Krazan <br /> & Associates on June 15, 1998 and has the following comments. <br /> San Joaquin County Flood Control District records indicate the greatest depth to <br /> groundwater (drought) in this area during this underground storage tank's (UST) <br /> operation was in Fall 1978. In order to verify that the unauthorized release from <br /> the UST has not impacted soil at this depth, PHS-EHD will require soil samples <br /> to be collected from 60 feet below the ground surface ('bgs). If soil <br /> contamination is found at 60' bgs, vertical investigation must continue until two <br /> consecutively collected and analyzed five foot soil samples verify that detectable <br /> concentrations of petroleum hydrocarbons are no longer present. Krazan's <br /> "Phase One" proposal should be modified to include consecutive five foot soil <br /> samples to at least 60' bgs before PHS-EHD can approve the workplan. <br /> The "Phase Two" proposal to place three (3) monitoring wells eighty to one <br /> hundred feet away from the UST pit may place the wells too far from the source <br /> of contamination. Wells placed far from the source which reveal non detectable <br /> petroleum constituents can only show that the size of the groundwater plume is <br /> smaller than the area between the monitoring wells. PHS-EHD recommends <br /> that the placement of the required monitoring wells be based on field and <br /> laboratory data collected from the push-point/ soil and groundwater sampling in <br /> "Phase One" and be placed as close to the "zero-line" of the groundwater <br /> contamination as possible so an accurate assessment of the extent of the plume <br /> can be made. <br /> The successful collection of saturated soil samples can be optimized if special <br /> equipment is used. Please ensure that the drilling crew is prepared and has the <br /> equipment necessary to successfully collect and preserve the soil samples <br /> collected from soils that may be sandy and water-saturated. <br /> A Division of San Joaquin Counry Health Care Services <br />
The URL can be used to link to this page
Your browser does not support the video tag.