My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WORK PLANS
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
P
>
PINE
>
860
>
2900 - Site Mitigation Program
>
PR0528862
>
WORK PLANS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
4/7/2020 1:16:15 PM
Creation date
4/7/2020 1:01:23 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0528862
PE
2960
FACILITY_ID
FA0019338
FACILITY_NAME
RUSSELL KISHIDA PROPERTIES
STREET_NUMBER
860
Direction
E
STREET_NAME
PINE
STREET_TYPE
ST
City
LODI
Zip
95240
APN
04906018
CURRENT_STATUS
01
SITE_LOCATION
860 E PINE ST
P_LOCATION
02
P_DISTRICT
004
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.
/
15
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
24 September 2008 <br /> AGE-NC Project No. 08-1636 <br /> Page 4 of 5 <br /> 4.1. SOIL BORING ADVANCEMENT <br /> Soil borings will be advanced using a van-mounted Geoprobe 5400 direct-push probing unit <br /> equipped with 1.25-inch probing rods. The Geoprobe advances soil borings using a hydraulic <br /> hammer to drive soil sampling and ground water tools to specified depths. <br /> 4.2. SOIL SAMPLING COLLECTION AND ANALYSIS <br /> The deep soil boring will be sampled at discreet five-foot intervals using a 1.125-inch Geoprobe soil <br /> sampling assembly loaded with four six-inch stainless steel sleeves and the remaining soil borings <br /> will be sampled from near the surface continually using a 1.5-inch Geoprobe macro-core soil <br /> sampling assembly loaded four foot-long acetate sleeves. Upon sample retrieval, the ends of the <br /> second sleeve or selected portion of the macro-core acetate sleeve will be covered with Teflon <br /> sheets,capped and sealed with tape.Each sample sleeve will be labeled with the boring designation, <br /> depth, time, date and sampler's initials.Appropriately sealed and labeled samples will be placed in <br /> a chilled container under ice and transported under chain-of-custody procedure to a CDPH-certified <br /> laboratory for analysis of the chemicals listed in Section 3.2. <br /> Soils encountered in the borings will be visually classified by an AGE representative in accordance <br /> with the Unified Soil Classification System (USCS). Additionally, soil samples will be field- <br /> screened for the presence of volatile organic compounds using an organic vapor meter (OVM), <br /> equipped with photo-ionization detector(PID)(Thermo Environmental 5 80, l O.OeV[or equivalent] <br /> and calibrated to isobutylene). <br /> 4.3. GRAB GROUND WATER SAMPLING <br /> For the collection of the grab ground water sample,the soil boring will be advanced to the top of the <br /> ground water table as identified by collection of a saturated soil sample.Once ground water has been <br /> encountered, a Geoprobe push-driven water sampling device will be advanced four feet into the <br /> water-bearing zone. The grab ground water samples 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 /> Each ground water sample will be extracted by using dedicated disposable PVC tubing through the <br /> hollow center of the push rods into the screen section. Samples for the analytes listed in Section 3.2. <br /> will be collected into appropriate containers (volatile organic analysis [VOA] and 1-liter amber <br /> containers). <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 CDPH-certified laboratory.Each sample container <br /> Advanced GeoEnvironmental,Inc. <br />
The URL can be used to link to this page
Your browser does not support the video tag.