My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0008531
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
W
>
WATERLOO
>
2537
>
3500 - Local Oversight Program
>
PR0545857
>
ARCHIVED REPORTS_XR0008531
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/15/2020 8:25:11 PM
Creation date
7/15/2020 2:52:10 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008531
RECORD_ID
PR0545857
PE
3528
FACILITY_ID
FA0005147
FACILITY_NAME
E-Z FOOD
STREET_NUMBER
2537
STREET_NAME
WATERLOO
STREET_TYPE
RD
City
STOCKTON
Zip
95205
APN
11914035
CURRENT_STATUS
02
SITE_LOCATION
2537 WATERLOO RD
P_LOCATION
99
P_DISTRICT
001
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.
/
55
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
APPENDIX H <br />' GROUNDWATER MONITORING WELL DEVELOPMENT PROCEDURES <br />' INTRODUCTION <br /> Newly installed groundwater monitoring wells will be developed to <br /> restore natural hydraulic conductivity of the formation, remove <br />' sediments from well casing and filter pack, stabilize the filter <br /> pack and 4quifer material , and promote turbidity-free groundwater <br /> samples . <br />' Wells may be developed by bailing, hand pumping, mechanical <br /> pumping, air lift pumping, surging, swabbing, or an effective <br /> combination of methods . Wells will be developed until the water <br />' is free of sand, silt, and minimum turbidity has stabilized. <br /> In some cases where low permeability formations are involved or <br />' the drilling mud used fails to respond to cleanup, initial <br /> development pumping may immediately dewater the well casing and <br /> thereby inhibit development. When this occurs, clean, potable <br />' grade water may be introduced into the well , followed by surging <br /> of the introduced waters with a surge block . This operation will <br /> be followed by pumping . The procedure may be repeated as <br /> required to establish full development. <br /> METHODOLOGY <br />' Seal Stabilization. Cement and bentonite annular seals shall set <br /> and cure not less then 72 hours prior to well development . <br />' Decontamination • All well development tools and equipment shall <br /> be thoroughly cleaned immediately before starting each well <br /> installation. When available, each component shall be cleaned <br />' with a high temperature, high pressure washer for a minimum of 5 <br /> minutes. When a washer i5 not available, components shall be <br /> cleaned with clean water, then rinsed with distilled water. <br />' Development equipment shall not donate to, capture, mask, nor <br /> alter the chemical composition of the soils and groundwater. <br />' Introduction of Water: Initial development of wells in low <br /> permeability formations may dewater the casing and filter pack. <br /> When this occurs, clean, potable water will be introduced into <br /> the well to enhance development <br /> Bailing: Development will begin by bailing to remove heavy <br /> sediments from the well casing . Care will be taken to not damage <br /> the well bottom cap during lowering of the wailer. <br /> r <br />
The URL can be used to link to this page
Your browser does not support the video tag.