My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0000192
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
B
>
B
>
1603
>
3500 - Local Oversight Program
>
PR0543430
>
ARCHIVED REPORTS XR0000192
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/5/2019 10:57:31 AM
Creation date
2/5/2019 9:56:08 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0000192
RECORD_ID
PR0543430
PE
3528
FACILITY_ID
FA0009377
FACILITY_NAME
CAL TRANS MAINT SHOP 10
STREET_NUMBER
1603
Direction
S
STREET_NAME
B
STREET_TYPE
ST
City
STOCKTON
Zip
95206
APN
16918002
CURRENT_STATUS
02
SITE_LOCATION
1603 S B ST
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.
/
91
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
California Department of Transportation August 17, 1999 <br /> Shop 10 Maintenance Station, Stockton, California Project No 103872-02 <br /> r4. GROUNDWATER MONITORING ACTIVITIES <br />' 4.1 Groundwater elevation and hydraulic gradient <br /> On June 24, 1999, a representative from Nmyo & Moore measured depth to static ground- <br /> water in the twelve on-site groundwater monitoring wells Static groundwater levels were <br /> measured using a Heron air/water interface probe The probe was decontaminated prior to <br /> each use A summary of the current and previous depth-to-groundwater measurements is <br /> presented in Table 1 The general depth to groundwater has increased in the on-site wells <br />' since the last monitoring event in April 1999 Based on groundwater data collected during <br /> this round of monitoring, the inferred direction of groundwater flow beneath the site is to the <br /> southeast with a hydraulic gradient of 0 0015 feet per foot <br /> 42 Groundwater Sampling and Observations <br /> Using a 2-inch submersible pump, a minimum of three well casing volumes of water were <br /> purged from each of the twelve on-site wells prior to the collection of groundwater samples <br /> The wells were allowed to recover to at least 80 percent of their original static groundwater <br />' levels prior to sampling During well purging, temperature, pH, and conductivity were <br /> measured using a Hydac instrument Additionally, characteristics of the water (color, turbid- <br /> ity, odor, sheen) were noted on the field data sheets and are included in Appendix A <br /> 1 Subsequent to purging, samples were collected using disposable PVC bottom-discharging <br /> bailers The samples were transferred from the bailer to the appropriate sample containers, <br /> labeled, and placed in a cooler containing ice at 4 degrees Celsius under chain-of custody <br /> protocol The samples were transferred to Associated Laboratories (AL) in Orange, Califor- <br /> nia via United Parcel Service (UPS) Purged and decontamination water generated during <br /> sampling activities were transferred into labeled, reconditioned 55-gallon drums The drums <br /> 1 were left on-site to be maintained by Caltrans <br /> 1 <br /> shoplD dm 3 <br /> Y <br />
The URL can be used to link to this page
Your browser does not support the video tag.