My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0012716
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
T
>
TURNER
>
90
>
2900 - Site Mitigation Program
>
PR0545765
>
ARCHIVED REPORTS_XR0012716
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/15/2020 11:24:21 AM
Creation date
6/15/2020 11:11:39 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012716
RECORD_ID
PR0545765
PE
3528
FACILITY_ID
FA0003657
FACILITY_NAME
AT&T Corp. - UE231
STREET_NUMBER
90
Direction
W
STREET_NAME
TURNER
STREET_TYPE
Rd
City
Lodi
Zip
95242
CURRENT_STATUS
02
SITE_LOCATION
90 W Turner Rd
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
LSauers
Tags
EHD - Public
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
236
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
2.0 PROCEDURES <br /> Depth to ground water was measured in each well with an electronic gauge. The volume <br /> of wato: to be purged was calculated by adding the volume of water in the casing to the <br /> annular volume of water (assuming a 30 percent porosity). Each well was purged of a <br /> minimum of three well volumes based on the recommendation of Mr. Harlin Knoll with the <br /> " County who was in attendance. The minimum amount of water necessary to purge and the <br /> actual approximate amount purged (gallons) for each well is listed below. <br /> WELL 3 WELL, VOLUMES V O L U M E <br /> PURGED PURGED <br /> MW-1 50.3 60 <br /> MW-2 52.75 60 <br /> MW-3 51.3 60 <br /> A submersible pump at a rate was ten gallons per minute was used for well purging. At <br /> three or four intervals for each well a sample of water was collected and measured for the <br /> ground-water quality parameters of conductivity, pH and temperature. The well was <br /> considered stabilized when the water ran clear and the parameters were within 10°!a of the <br /> previously recorded value. Between each well, the pump was decontaminated in an <br /> Aleniaoxe solution and then tap water. Purge water was placed in a labeled drum and left <br /> on site. <br /> Disposable bailers were used to sample each well. Three 40-milliliter VOA bottles and an <br /> amber one-liter bottle were collected from each well. For quality assurance and control <br /> (QA/QC)a duplicate sample was collected from MW-2 and a laboratory-supplied trip blank <br /> was utilized throughout sample collecting and shipment. All samples were placed in cold <br /> storage with a `-ip blank and transported by chain-of-custody to Curtis and Tompkins, a <br /> California state-certified analytical laboratory. All samples were analyzed for Total <br /> 4 <br />
The URL can be used to link to this page
Your browser does not support the video tag.