My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WORK PLANS
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
C
>
CHANNEL
>
0
>
2900 - Site Mitigation Program
>
PR0523718
>
WORK PLANS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/14/2019 10:45:21 AM
Creation date
2/14/2019 10:40:20 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0523718
PE
2950
FACILITY_ID
FA0015997
FACILITY_NAME
SJ REGIONAL TRANSIT
STREET_NUMBER
0
STREET_NAME
CHANNEL
STREET_TYPE
ST
City
STOCKTON
Zip
95205
CURRENT_STATUS
01
SITE_LOCATION
0 CHANNEL ST
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.
/
33
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
' k' ■ KLEINFELDER <br /> ' • The wells are secured in an aboveground or underground locking stovepipe. The <br /> well heads may be enclosed in a water tight cement utility box set flush to the <br /> ' ground surface when located in a traffic area. <br /> ' B-3.2 Monitoring Well Development <br /> ' The wells are developed to reduce the effects of drilling on the formation and to increase the <br /> effective hydraulic radius of the wells. <br /> Monitoring wells are generally developed 24 to 48 hours after installation to allow the grout to <br /> ' set. Each well is first sampled with a clear disposable bailer to visually inspect for a hydrocarbon <br /> layer or sheen. If no product layer or sheen is observed on the water, the well is developed by <br /> ' surging, pumping or bailing. Surging along the screened interval of the well is performed to <br /> draw the sediment from the formation into the fitter pack and the well, and to set the sand pack. <br /> Development continues until the discharge runs relatively clear of fines. Approximately 5 to 10 <br /> ' well volumes are generally removed from each monitoring well. Discharge water is stored in 55- <br /> gallon drums and left on site for later discharge or disposal by the client, depending on laboratory <br /> results. The drums are labeled with the date, well number, and a contact person and phone <br /> ' number. <br /> B-3.3 Equipment Decontamination <br /> To reduce the potential for cross-contamination between wells, developing equipment is washed <br /> in a trisodium phosphate or non-phosphate detergent solution and rinsed in distilled water or <br /> ' steam cleaned prior to use in the next monitoring well. <br /> ' B-3.4 Well Survey <br /> The locations of soil borings and monitoring wells, and the elevation of the top of the PVC <br /> casings are usually surveyed and tied into permanent markers, if readily available. Survey <br /> accuracy is 0.1 foot for the "x" and "y" coordinates and .01 foot for the "z" coordinate. The depth <br /> to static groundwater is measured from a set location at the top of the PVC casing (usually the <br /> ' north rim). The depth of water is then subtracted from the elevation of the top of the well casing <br /> to provide a groundwater elevation for each monitoring well location. <br /> ' B-4 GROUNDWATER MONITORING <br /> B-4.1 Water Level Measurements <br /> Water level measurements are made in the wells prior to purging and sampling the wells. <br /> Measurement protocol is as follows: <br /> ' 1. The water level robe is decontaminated in a trisodium phosphate or non-phosphate <br /> p <br /> detergent wash, followed by a distilled water rinse, prior to use in each well. <br /> 51276/ST05R272/FB:ly Page B-5 <br /> ' (c)2005,Kleinfelder, Inc. March 9,2005 <br />
The URL can be used to link to this page
Your browser does not support the video tag.