My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
FIELD DOCUMENTS
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
M
>
MACARTHUR
>
21710
>
2900 - Site Mitigation Program
>
PR0545456
>
FIELD DOCUMENTS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/5/2020 10:01:02 AM
Creation date
3/5/2020 9:32:44 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0545456
PE
2950
FACILITY_ID
FA0006158
FACILITY_NAME
PURE GRO/BREA
STREET_NUMBER
21710
Direction
S
STREET_NAME
MACARTHUR
STREET_TYPE
DR
City
TRACY
Zip
95376
CURRENT_STATUS
02
SITE_LOCATION
21710 S MACARTHUR DR
P_LOCATION
99
P_DISTRICT
005
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.
/
42
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
BALBI&CHANG ASSOCIATES <br /> Groundwater Monitoring Well Installation <br /> Groundwater monitoring wells are installed into the soil borings after logging and soil sampling <br /> are completed. The borings are drilled to at least 15 feet into the saturated layer or below the <br /> elevation of encountered groundwater. If a clay or impervious layer is encountered in the <br /> saturated zone, and if it is greater than 5 feet in thickness, drilling would stop and the boring <br /> would be backfilled with grout to the top of the clay or impervious layer. The monitoring well <br /> is then constructed above the backfilled layer. <br /> Our monitoring wells are constructed with 2-inch I.D. schedule 40 PVC pipes having 0.02-inch <br /> slot-perforated sections. The well screen is placed such that the screen length will accommodate <br /> seasonal groundwater fluctuations and extended at least 5 feet above the saturated zone. The <br /> annular space between the pipe and the wall of the boring is backfilled with #3 clean Monterey <br /> sand to about one foot above the top of the perforated section. A two to three feet of bentonite <br /> plug is then placed over the sand pack to provide a seal against surface water infiltration. The <br /> remaining space is then backfilled with concrete. Screw-on or friction cap is used to seal the <br /> bottom of the well casing. All well casing heads are secured with water-tight locking caps and <br /> protected by either concrete Christy box or metal vault. <br /> All wells are recorded with the Department of Water Resources by means of "Water Well <br /> Drillers Report". The report states the name of current owner, location of well including a well <br /> location sketch, well construction, well tests, and subsurface soil descriptions. A copy of the <br /> report is filed in our office and field files, and with the drilling company. <br /> All monitoring wells are thoroughly developed to stabilize the sand pack surrounding the screen <br /> section of the well and to free the well of silt, sand, and turbidity. The development of the <br /> wells are accomplished by using a teflon hand pump. Approximately four to ten well-volume <br /> of water is removed and/or the turbidity has subsided prior to sampling. A TSP solution is used <br /> to wash the hand pump and later rinsed with water prior to developing each monitoring well. <br /> Sample Storage and Handling <br /> All samples are stored refrigerated in our "clean lab" after arrived from the field. They are <br /> labeled with the date of sampling, project name, project number, boring or well number, and <br /> depth of sample. <br /> 2of3 <br />
The URL can be used to link to this page
Your browser does not support the video tag.