My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WORK PLANS
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
M
>
MAGNOLIA
>
510
>
3500 - Local Oversight Program
>
PR0545481
>
WORK PLANS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/10/2020 9:00:17 AM
Creation date
3/10/2020 8:38:33 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0545481
PE
3528
FACILITY_ID
FA0004023
FACILITY_NAME
CA STATE UNIVERSITY STANISLAUS*
STREET_NUMBER
510
Direction
E
STREET_NAME
MAGNOLIA
STREET_TYPE
ST
City
STOCKTON
Zip
95202
CURRENT_STATUS
02
SITE_LOCATION
510 E MAGNOLIA 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.
/
80
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
SOIL SAMPLING PROCEDURES <br /> SOIL BORING LOCATION AND CLEARANCE <br /> Soil boring locations are marked by Tetra Tech in white paint with a circle denoting the boring . <br /> location and an alpha-numeric sample location identifier (i:e., TtBl, etc.)..Sampling locations are <br /> evaluated for possible underground obstructions by, at least, Underground.Service Alert, and/or <br /> one or more geophysical means (EM, GPR, :etc.). Soil borings that must be relocated due to <br /> li subsurface obstructions are kept as close ose as possible to the original feature under investigation. <br /> DRILLING AND SAMPLING <br /> The soil borings are completed using a CME 75 or 95 drill rig where possible. All drill rigs will <br /> use 8-inch diameter hollow-stem augers, Only dry drilling methods are used (i.e., no drilling mud <br /> or water is introduced into the boreholes). Undisturbed .soil samples are collected by driving a <br /> split-spoon sampler ahead of the augers. No overdrilling (drilling past the depth of the split-- <br /> spoon) of the sampler is allowed. The augers are prior to use and between each. <br /> I � e steam-cleaned <br /> boring location. <br /> Soil samples are collected from.the borings with an 18-inch.long, 2%2-inch diameter, California <br /> split-spoon sampler. The split-spoon sampler is washed in a solution of soap (non-phosphate <br /> TSP) and clean tap water, rinsed in clean tap water and final rinsed in distilled water between <br /> each sample. Water from decontaminating the sampling equipment is stored in 55-gallon drums <br /> on-site pending characterization and proper disposal. <br /> The split-spoon sampler is loaded with.clean stainless steel or brass sari le liners. All sample <br /> p p <br /> liners are washed as described in the decontaimination procedures section prior to use. <br /> Advancement of the auger is halted at the desired sample depth and the sampler is lowered inside <br /> the hollow stem auger.The sampler is then driven into the soil using a 140 pound hammer falling <br /> a distance of 30 inches. The number.of blows required to advance the hammer 18 inches is <br /> r recorded as anindication of soil density or.consistency. . <br /> Only sample sleeves with close to 100% recovery (completely filled with soil so that there is no <br /> jvoid space) are delivered to the laboratory for chemical analysis. The liners are loaded into the <br /> sampler according to the following sequence: <br /> Liner Sequence Length Purpose <br /> (beginning at bottom of sampler) <br /> #1 3-inch Headspace analysis <br /> #2 34nch Laboratory analysis <br /> #3 64nch Logging/ Archivirig <br /> #4 6-inch Lithological Logging <br /> I <br /> ` C-1 <br /> 1 <br />
The URL can be used to link to this page
Your browser does not support the video tag.