My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WORK PLANS
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
M
>
MAIN
>
1523
>
2900 - Site Mitigation Program
>
PR0527250
>
WORK PLANS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/23/2020 11:31:42 AM
Creation date
2/7/2019 10:02:00 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0527250
PE
2950
FACILITY_ID
FA0018453
FACILITY_NAME
BIER PROPERTY
STREET_NUMBER
1523
Direction
E
STREET_NAME
MAIN
STREET_TYPE
ST
City
STOCKTON
Zip
95205
APN
15304011-14-15
CURRENT_STATUS
01
SITE_LOCATION
1523 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.
/
29
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
05 November 2007 <br /> AGE-NC Project No. 06-1481 <br /> Page 6 of 7 <br /> equipped with 1.25-inch probing rods.The Geoprobe advances soil probe borings using a hydraulic <br /> hammer to drive soil sampling tools to specified depths. <br /> 4.2. SOIL SAMPLING PROCEDURES <br /> Soil boring will be sampled at discreet five-foot intervals using a 1.125" Geoprobe soil sampling <br /> assembly loaded with four six-inch brass sleeves. Upon sample retrieval, the ends of the second <br /> sleeve will be covered with Teflon sheets, capped and sealed with tape. <br /> Appropriately sealed and labeled samples will be placed in a chilled container under ice and <br /> transported under chain-of-custody procedure to aDHS-certified laboratory.Each sample sleeve will <br /> be labeled with the boring designation,depth,time,date and sampler's initials. Soils encountered in <br /> the borings will be visually classified by an AGE geologist in accordance with the Unified Soil <br /> Classification System(USCS).Additionally,soil samples will be field-screened for the presence of <br /> volatile organic compounds using an organic vapor meter(OVM), equipped with photo-ionization <br /> detector(PID). <br /> 4.3. GRAB GROUND WATER SAMPLING PROCEDURES <br /> For the collection of grab ground water samples, soil probe borings will be advanced to the top of <br /> the ground water table as identified by collection of a saturated soil sample. Once ground water has <br /> been encountered,a Geoprobe push-driven water sampling device will be advanced four to five feet <br /> into the water-bearing zone. Grab ground water sample will be collected using a Geoprobe water <br /> sampling assembly fitted with a pre-cleaned,one-inch diameter 0.01-slotted temporary well screen. <br /> The ground water sample will be extracted by lowering a polyethylene bailer through the hollow <br /> center of the push rods into the screen section. <br /> Appropriately sealed and labeled samples will be placed in a chilled container under ice and <br /> transported under chain-of-custody procedure to a DHS-certified laboratory.Each sample container <br /> will be labeled with the boring designation, time, date and sampler's initials. <br /> 4.4. SOIL VAPOR SAMPLING PROCEDURES <br /> Soil vapor samples will be obtained at a depth of approximately 5 feet bsg in each soil vapor boring. <br /> Samples will be collected using a Geoprobe soil vapor assembly. An expendable vapor point will <br /> be placed into a point holder at the bottom of a string of 1-inch diameter hollow drive rods. The <br /> assembly will then be advanced to the specified depth and retracted between six inches in order to <br /> Advanced GeoEnvironmental,Inc. <br />
The URL can be used to link to this page
Your browser does not support the video tag.