My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0009791
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
S
>
SEVENTH
>
15615
>
3500 - Local Oversight Program
>
PR0545683
>
ARCHIVED REPORTS_XR0009791
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/20/2020 4:09:31 PM
Creation date
5/20/2020 3:36:31 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009791
RECORD_ID
PR0545683
PE
3528
FACILITY_ID
FA0005408
FACILITY_NAME
LANGSTON ARCO*
STREET_NUMBER
15615
Direction
E
STREET_NAME
SEVENTH
STREET_TYPE
ST
City
LATHROP
Zip
95330
CURRENT_STATUS
02
SITE_LOCATION
15615 E SEVENTH ST
P_LOCATION
07
P_DISTRICT
003
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.
/
65
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
4.0 GROUNDWATER MONITORING WELL INSTALLATION <br /> 4.1 Installation and Construction <br /> Following the completion of the borehole drilling and sampling activities, four of the five <br /> boreholes were converted to groundwater monitoring wells Murray & Associates <br /> completed the necessary workplans and obtained the appropriate permits to install the <br /> groundwater monitoring wells from the San Joaquin County Environmental Health Division <br /> The four groundwater monitoring wells were completed to a depth of 30 feet below grade <br /> ' or approximately 15 feet below the water table <br /> ' Materials used for the construction of the groundwater monitoring well included 2-inch LD <br /> interior/exterior flush threaded PVC Schedule 40 casing and well screen. Well screen <br /> ' perforations were precision machine slotted with screen slot sizes of 0 02 inches Fifteen <br /> feet of well screen was installed into each boring, followed by 15-feet of blank casing A <br /> sand pack consisting of #3 Lonestar sand was placed in the well annulus until it extended <br /> to about 3 feet above the uppermost perforations (a depth of 12 feet) The well was then <br /> ' sealed with a 3 foot bentonite pellet plug and grouted to the surface with a Portland <br /> cement slurry. Each well was completed nearly flush with the surface and enclosed within <br /> a subsurface locking Christy box Each well was also equipped with a locking water-tight <br /> ' pressure cap to avoid the possibility of vandalism Well completion details areP resented <br /> in Appendix 2 <br /> 1 <br /> 4 2 Well Development <br /> The new wells were developed prior to their completion by swabbing the inside of the well <br />' casing with a surge block bailer in a plunger-like fashion and then removing the <br /> water/silt/sand slurry mixture until the discharge water began to clear This procedure was <br /> over a 20 to 40 minute cycle Each well was swabbed approximately 30 to 40 times at a <br /> slow speed over the entire length of the well screen followed by bailing of the well until <br /> the discharge water began to clear All discharge water was emptied into DOT approved <br /> 9 <br /> 1 <br />
The URL can be used to link to this page
Your browser does not support the video tag.