My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WORK PLANS
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
S
>
STIMSON
>
2000
>
2900 - Site Mitigation Program
>
PR0009229
>
WORK PLANS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/27/2020 8:05:45 AM
Creation date
6/26/2020 5:02:08 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0009229
PE
2960
FACILITY_ID
FA0004047
FACILITY_NAME
STOCKTON ARMY AIR SUPPORT FAC
STREET_NUMBER
2000
STREET_NAME
STIMSON
STREET_TYPE
ST
City
STOCKTON
Zip
95206
APN
17726004
CURRENT_STATUS
01
SITE_LOCATION
2000 STIMSON ST
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.
/
166
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
CA ARNG Field Quality Assurance Project Plan <br /> lost circulation)change rapidly in the borehole.The subsequent geophysical survey will assist in the <br /> drilling and construction of the other wells in the cluster.After drilling the borehole,drilling mud is <br /> managed according to investigation derived waste(IDV)procedures. <br /> 4.7 Dual Tube Percussion <br /> Similar to the air rotary casing drive method, this method is effective for drilling borings for the <br /> construction of monitoring wells when continuous core and geophysical logs are not required.The <br /> potential for contaminant migration in borehole liquids is diminished by this method.The dual tube <br /> percussion method utilizes small diameter drill pipe and larger diameter drive casing with high pressure <br /> air as the circulating medium.Air is forced down the annular space between the inner drill pipe and outer <br /> drive casing and cuttings are returned to the surface up the inside diameter of the drill pipe.The drill pipe <br /> is advanced by repeated blows of an aboveground percussion hammer. Impact from the hammer is <br /> applied to the outer drive casing only;therefore,very little space exists between the outer drive casing <br /> and surrounding formation(soil).The drive casing keeps the borehole open and as in the air rotary casing <br /> drive method,diminishes the potential for cross contamination of water-bearing zones.The cuttings are <br /> discharged into a cyclonic separator,which separates the air from the formation cuttings to facilitate <br /> sampling and containment of drill cuttings.Groundwater produced during drilling is collected in a tank <br /> and transported from the drill site in a vacuum truck. The rate of penetration depends on the type of <br /> subsurface formation, size of hole, size of the drive casing, and the volume of air forced down the drill <br /> pipe. <br /> field QAPP_DOC 4-3 May 2000 <br />
The URL can be used to link to this page
Your browser does not support the video tag.