My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
FIELD DOCUMENTS
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
Y
>
YOSEMITE
>
1460
>
4800 – General/Other Program
>
PR0515018
>
FIELD DOCUMENTS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/26/2021 3:28:54 PM
Creation date
5/26/2021 1:32:49 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4800 – General/Other Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0515018
PE
2950
FACILITY_ID
FA0012010
FACILITY_NAME
TRADEWAY CHEVROLET/AUTOBODY
STREET_NUMBER
1460
Direction
E
STREET_NAME
YOSEMITE
STREET_TYPE
AVE
City
MANTECA
Zip
95336
CURRENT_STATUS
01
SITE_LOCATION
1460 E YOSEMITE AVE
P_LOCATION
04
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\dsedra
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.
/
209
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� K L E I N F E L D E R <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 filter 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. Prior to obtaining water level measurements, the monitoring wells would be opened and <br />allowed to equilibrate for a period of approximately ''/i hour. <br />2. The water level probe is decontaminated in a trisodium phosphate or non -phosphate <br />detergent wash, followed by a distilled water rinse, prior to use in each well. <br />20-3978-03.CHEV / ST02RI I I Page B-5 <br />Copyright 2002 Kleinfelder, Inc. July 1, 2002 <br />
The URL can be used to link to this page
Your browser does not support the video tag.