My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0003146
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
I
>
INDUSTRIAL
>
212
>
3500 - Local Oversight Program
>
PR0545309
>
ARCHIVED REPORTS_XR0003146
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/11/2020 10:22:03 AM
Creation date
2/11/2020 9:16:16 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003146
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.
/
65
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
Project No 034-98081 <br /> Page No 7 <br /> 7 Based on the previous three conclusions, a possible off-site source for PHC groundwater <br /> contamination exists Krazan understands a large capacity sewer main trends parallel <br /> with Industrial Drive along its northern boundary, approximately 120 feet north of MW- <br /> l This sewer main services many large industrial clients existing north and east of the <br /> subject site who's effluent flows westward, past the subject site The competence of this <br /> sewer line is unknown, as are the chemical constituents which it might transport <br /> 70 RECOMMENDATIONS <br /> Krazan recommends that further groundwater sampling is necessary to define the lateral limits of the <br /> PHC plume or to prove its off site source Sampling locations should be placed to the north and west of <br /> monitoring well MW-1 as close to the subject site property boundary as feasible PHC concentration <br /> trends increasing toward the property boundary would imply an off-site source for the contaminants <br /> j noted in groundwater <br /> so LIMITATIONS <br /> The findings of this report were based upon die results of field and laboratory investigations, coupled <br /> with the interpolation of subsurface conditions associated with our soil borings and monitoring wells <br /> Therefore, the data are accurate only to the degree implied by review of the data obtained and by <br /> professional interpretation <br /> The exploratory soil borings and monitoring well locations were Iocated in the field by review of <br /> available maps and by tape measurement from existing landmarks in conjunction with a topographic <br /> survey conducted by Frame Surveying and Mapping of Davis, California Therefore, the soil borings and <br /> monitoring well locations should be considered accurate only to the degree implied by the methods used <br /> to locate them The conclusions presented in this report are based upon existing site conditions at the <br /> time of our field investigation Evaluation of the conditions at the site for the purpose of sampling and <br /> testing were made from a limited number of observation and sampling points Subsurface conditions <br /> KRAZAN & ASSOCIATES, INC <br /> Offices Serving the Western United States <br /> 3498081 sgz <br />
The URL can be used to link to this page
Your browser does not support the video tag.