My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WORK PLANS_CASE 2
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
Y
>
YOSEMITE
>
345
>
2900 - Site Mitigation Program
>
PR0506426
>
WORK PLANS_CASE 2
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/24/2020 11:06:07 PM
Creation date
7/24/2020 3:33:39 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
FileName_PostFix
CASE 2
RECORD_ID
PR0506426
PE
2950
FACILITY_ID
FA0007416
FACILITY_NAME
STEPHENS MARINE INC
STREET_NUMBER
345
Direction
N
STREET_NAME
YOSEMITE
STREET_TYPE
ST
City
STOCKTON
Zip
95203
APN
13526011
CURRENT_STATUS
01
SITE_LOCATION
345 N YOSEMITE ST
P_LOCATION
01
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.
/
43
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 November 1997 . . _ <br /> AGE-NC Project No. 97-0351 ; <br /> 'Page 3 of.5 <br /> previous site investigations at the site, ground water was encountered:at a.depth of 12.feet bsg. The <br /> . prevailing ground water.flow'in this portion of western Stockton flows generally-to the northeast, <br /> while localized ground water flow may vary during wiiterlsummer cycles. <br /> 3.0. . SCOPE OF WORK., _ <br /> 3:1:. -PROBING AND SAMPLING <br /> A-subsurface.investigation-at the site is necessary to'. etermine.the lateral and vertical extent of <br /> hydrocarbon-impacted soil,and ground water on the eastern portion of the property.(East'UST Area). . <br /> Initially, AGE proposes to ,advance four soil probe Borings.at the 'site. Probe borings will be <br /> advanced to depths of approximately 20 to 25 feet b g (below surface grade) 'using direct push <br /> technology (DPT).A11 probe borings will.be advanceusing AGEs,Geoprobe 5404 probing unit <br /> equipped'-with 1.125.4nch.probe rods. .Proposed probe oring locations are.illustrated in Figure 2. . <br /> Soil samples will be collected at five=foot intervals using a Geoprobe sampler and four brass sleeves. <br /> Upon sample retrieval; the second brass Sleeve will be emoved from the;sampler. The ends of the <br /> sleeve will be.immediately covered with Teflon tape or aluminum sheets,.capped and sealed with <br /> tape. Each sample will be placed in a chilled container-for transportation to a,state-certifi ed <br /> laboratory. Each sample sleeve will be labeled with thefollowing: boring location,depth,time,.date <br /> and sampler-'s initials. <br /> Grab ground. water samples will be collected from the probe borings using a-Geoprobe.water . <br />. sampling assembly. After collection, samples wil1,be s tored iri a chilled container and transported' <br /> to a state-certified laboratory. <br /> : 3.2. EQUIPMENT DECONTAMINATION <br /> All sampling tools and brass sleevds used for sample collection will be thoroughly rinsed with clean <br /> water after washing with a solution of Alconox: All,Geo probe rod's are cleaned prior to advancement <br /> in each probing location. ' <br /> 3.3. LABORATORY ANALYSIS . <br /> Selected soil and grab ground water samples will be malyzed for total petroleum hydrocarbons., <br /> ` quantified as gasoline(TPH-g);volatile aromatic hydroc bons(benzene,toluene,-ethyl benzene and <br /> - total xylene:BTE&X) and Volatile organic compounds (VOCs) with oxygenate identification in <br /> Advanced GeoEnvironmental,Inc. <br />
The URL can be used to link to this page
Your browser does not support the video tag.