My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0011916
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
N
>
NEWTON
>
3931
>
2900 - Site Mitigation Program
>
PR0540573
>
ARCHIVED REPORTS_XR0011916
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
4/9/2020 2:38:04 PM
Creation date
4/9/2020 2:21:50 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011916
RECORD_ID
PR0540573
PE
2960
FACILITY_ID
FA0023207
FACILITY_NAME
GILLIES TRUCKING INC
STREET_NUMBER
3931
STREET_NAME
NEWTON
STREET_TYPE
RD
City
STOCKTON
Zip
95205
APN
13207017
CURRENT_STATUS
01
SITE_LOCATION
3931 NEWTON RD
P_LOCATION
01
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.
/
122
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
3.3 Water Sampling <br /> 3.31 Groundwater Monitoring,August 1996 <br /> Groundwater monitoring took place on August 28 and October 7 On August 28, the depth to <br /> groundwater in the five existing wells (GT-1, GT-2, GT-3, GT-5, and GT-6) was measured with a <br /> Soh nst water level meter and the elevations of the top of the well casings of GT-5 and GT-6 were <br /> surveyed with a builder's level relative to GT-3 (Appendix B) These data were used to construct a <br /> groundwater gradient map (Figure 3) and select a location for a monitoring well down gradient from <br /> GT-3 Approximately 25 gallons of water were purged from GT-5 and GT-6 to reduce the turbidity <br /> and tighten the sand pack, but no samples were collected on August 28 <br /> 3.3.2 Groundwater Monitoring, October 1996 <br /> On October 7, after GT-9 had been drilled, the depth to groundwater was measured in all six wells, <br /> GT-9 was developed and surveyed relative to the other wells, and samples were collected from GT-5, <br /> GT-6, GT-9 and the drinking water well at 3851 Newton Road Approximately three well volumes <br /> were purged from GT-5 and GT-6 and approximately 25 gallons were purged from GT-9 before <br /> sampling During purging, a Coning Checkmate Ph/conductnvnty meter was used to measure the <br /> temperature, Ph, and conductivity of the purge water to determine when these parameters stabilized <br /> (Appendix B) After purging, water samples were collected in two 40-m1 vials and one 1-hter amber <br /> bottle The purged water was placed in 55-gallon drums on the south side of the Gilhes property The <br /> samples were labeled and placed in a cooled ice chest and slupped under chain of custody to <br /> McCampbell Analytical Laboratory <br /> 4 0 SITE GEOLOGY <br /> 4.1 Subsurface Stratigraphy <br /> Figure 4 is a generalized stratngraphic column for the near-surface deposits of the eastern San Joaquin <br /> Valley In the eastern part of San Joaquin County, the two main stratigraphnc units that are of interest <br /> at most contaminated sites are the Modesto and Riverbank Formations, which are exposed at the <br /> surface and/or are present at shallow depths Both formations can be recognized at the Gilhes Trucking <br /> site Younger(modern) deposits are less common in the eastern part of the county, and older deposits <br /> are buned at greater depths and are not affected by near-surface contamination <br /> When combined with the previous four borings, the sic bonngs drilled in August and October make it <br /> possible to construct a detailed, site-specific stratngraphnc column to depict the stratngraphnc details and <br /> hydrogeologic units of the Modesto and Riverbank Formations (Figure 5) Logs of these bonngs <br /> (Appendix A) were used to construct two-dimensional cross sections m various directions (Appendix <br /> Figures A-1 through A-4), which were then combined into a three-dimensional fence diagram (Figure <br /> 6)to illustrate lateral variations in the stratigraphy <br /> 4 <br />
The URL can be used to link to this page
Your browser does not support the video tag.