My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0010581
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
T
>
TENTH
>
503
>
3500 - Local Oversight Program
>
PR0545725
>
ARCHIVED REPORTS_XR0010581
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/3/2020 1:46:30 PM
Creation date
6/3/2020 1:42:42 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0010581
RECORD_ID
PR0545725
PE
3528
FACILITY_ID
FA0003519
FACILITY_NAME
SJ CO AG COMMISSIONER/TRACY*
STREET_NUMBER
503
Direction
E
STREET_NAME
TENTH
STREET_TYPE
ST
City
TRACY
Zip
95376
CURRENT_STATUS
02
SITE_LOCATION
503 E TENTH ST
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
Scanner
LSauers
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
to the Unified Soil Classification System and screened for organic vapors using a photoionization <br /> detector (PID) The Geoprobe Sample Collection and Description Logs with the PID <br /> measurements are included as Appendix C <br /> 2 2 2 Groundwater Grab Sam lin <br /> A groundwater grab sample was collected from each of the push-point borings To collect the <br /> groundwater grab samples, a temporary well constructed of 1/2-inch diameter well screen and <br /> casing was lowered into the open borehole From this temporary well, a groundwater grab <br /> sample was collected by lowering a polyethylene tubing and check valve system down into the <br /> groundwater column Using an oscillating motion, groundwater was pumped to the surface and <br /> into laboratory-supplied glassware <br /> Each of the push-point sod borings was sealed with a cement/bentonite grout The grout was <br /> poured from the surface to the bottom of the hole using a tremae tube Surface pavement was <br /> 1 restored to its existing condition using asphalt cold patch <br /> 2 2 3 Laboratory Analyses of Sall and Groundwater Grab Samples <br /> All soil and groundwater grab samples were contained, labeled, packaged and stored in an iced <br /> cooler for transport under chain-of-custody documentation to American Environmental Network <br /> (AEN), a state of California Department of Health Services certified hazardous waste testing <br /> laboratory (#1172) located in Pleasant Hill, California <br /> Based on field observation and PID measurements, the following soil and groundwater samples <br /> were submitted for analysis <br /> PUSH-POINT BORING SOIL SAMPLE DEPTHS (Feet bgs) GROUNDWATER SAMPLE <br /> SB-1 20 YES <br /> SB-1A 5, 10, 15 <br /> SB-2 NO <br /> SB-3 5, 10, 15 YES <br /> SB-4 5, 10, 15 YES <br /> SB-5 5, 10, 15 YES <br /> SB-6 5, 10, 15 YES <br /> SB-7 10 YES <br /> SB-8 10 YES <br /> SB-9 10 YES <br /> SB10 10 YES <br /> SB-11 YES <br /> i <br />
The URL can be used to link to this page
Your browser does not support the video tag.