My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WORK PLANS
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
M
>
MAIN
>
2409
>
3500 - Local Oversight Program
>
PR0505603
>
WORK PLANS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/9/2020 8:44:49 AM
Creation date
3/9/2020 8:27:20 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0505603
PE
2950
FACILITY_ID
FA0006892
FACILITY_NAME
SHERMAN HINAMAN TRUST ET AL
STREET_NUMBER
2409
Direction
E
STREET_NAME
MAIN
STREET_TYPE
ST
City
STOCKTON
Zip
95205
APN
15542001
CURRENT_STATUS
01
SITE_LOCATION
2409 E MAIN ST
P_LOCATION
01
P_DISTRICT
001
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.
/
137
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
• N"011 <br /> ATTACHMENT A <br /> FIELD AND LABORATORY PROCEDURES <br /> Exploratory Drilling <br /> The soil borings will be drilled using 8-inch hollow-stem auger drilling equipment to a depth <br /> of approximately 50 feet below ground surface (bgs) or to first encountered groundwater. <br /> The soil borings for the well installations will be drilled using 8-inch hollow-stem auger <br /> drilling equipment to a depth of approximately 65 feet bgs. The borings will be logged by a <br /> Pacific Environmental Group, Inc. geologist using the Unified Soil Classification System and <br /> standard geologic techniques. Soil samples for logging will be collected at 5-foot depth <br /> intervals using a California-modified split-spoon sampler. The sampler will be driven a <br /> maximum of 18 inches using a 140-pound hammer with a 30-inch drop. All soil samples for <br /> chemical analysis will be retained in brass liners, capped with Teflon squares and plastic end <br /> caps, taped, and sealed in clean zip-lock bags. The samples will be placed on ice for transport <br /> to the laboratory accompanied by chain-of-custody documentation. All down-hole drilling <br /> and sampling equipment will be steam-cleaned following the completion of the soil boring. <br /> Down-hole sampling equipment will be washed in a tri-sodium phosphate or alconox solution <br /> between samples. <br /> Groundwater Monitoring Well Installation <br /> The boring will be converted into a groundwater monitoring well by installing 2-inch diameter, <br /> flush-threaded, Schedule 40 PVC casing with 0.020-inch factory-slotted screen. Approxi- <br /> mately 20 to 30 feet of screen will be placed in the bottom of the boring. An <br /> RMC Lonestar 2/12 sand pack, or equivalent, will be placed in the annular space across the <br /> entire screened interval, and will extend approximately 2 to 3 feet above the top of the screen <br /> for the well. A bentonite and Portland cement seal will extend from the sand pack to the <br /> ground surface. The boring logs will show well construction details. <br /> The groundwater monitoring well will be developed after completion. The development <br /> procedure for the well will consist of surging the well and pumping or bailing water from the <br /> well until the water is visibly clear, or until a minimum of ten casing volumes have been <br /> removed. <br /> 9200391A/WPLAN A- 1 January 10, 1996 <br />
The URL can be used to link to this page
Your browser does not support the video tag.