My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WORK PLANS_CASE 1
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
H
>
HAZELTON
>
375
>
2900 - Site Mitigation Program
>
PR0540905
>
WORK PLANS_CASE 1
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/3/2020 8:55:20 AM
Creation date
2/3/2020 8:50:54 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
FileName_PostFix
CASE 1
RECORD_ID
PR0540905
PE
2960
FACILITY_ID
FA0023406
FACILITY_NAME
SIERRA LUMBER MANUFACTURERS
STREET_NUMBER
375
Direction
W
STREET_NAME
HAZELTON
STREET_TYPE
AVE
City
STOCKTON
Zip
95205
APN
147120808
CURRENT_STATUS
01
SITE_LOCATION
375 W HAZELTON AVE
P_LOCATION
01
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.
/
23
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
07 May 1998 <br /> AGE-NC Project No. 98-0448 <br /> Page 3 of 6 <br /> vertical extent of hydrocarbon-impact. <br /> • Drilling and installation of ground water monitoring wells northeast of the former UST area <br /> (near boring B-2,inside the warehouse); west of the former UST area; and southwest of the <br /> former UST area. These wells will be used to determine the lateral extent of hydrocarbon- <br /> impacted ground water east,west and south of the former UST excavation. <br /> • A well/sensitive receptor survey will be performed to identify potential sensitive receptors <br /> within a 2,000-foot radius of the investigation area. <br /> 3.1. DRILLING AND SOIL SAMPLING <br /> Soil borings will be advanced utilizing a truck-mounted, hollow-stem drill rig equipped with 8.25- <br /> inch or 12-inch hollow-stem augers. Proposed well locations are illustrated in Figure 2. Soil samples <br /> will be collected at five-foot intervals, beginning at a depth of ten feet bsg, using a California split- <br /> spoon sampler and brass sleeves. The sampler will be driven by dropping a 140-pound weight from <br /> a height of 30 inches.The number of blows required to drive each 6-inch length of the sampler(blow <br /> counts) are to be recorded on boring logs compiled by an AGE staff geologist. <br /> Upon sample retrieval, the middle brass sleeve will be removed from the sampler. The ends of the <br /> sleeve will be immediately covered with Teflon sheets and sealed with plastic end caps secured with <br /> tape. The preserved samples will then be immediately placed under ice in a chilled container for <br /> transportation to a state-certified laboratory. Each soil sample sleeve will be labeled with boring <br /> location,vertical depth, sampling time, date and sampler's initials. <br /> 3.2. EQUIPMENT DECONTAMINATION <br /> All sampling tools and brass sleeves used for sample collection will be thoroughly rinsed with clean <br /> water after washing with a solution of Alconox.All hollow stem augers are to be steam-cleaned prior <br /> to advancement in each borehole. <br /> 3.3. LABORATORY ANALYSIS <br /> Selected soil samples will be analyzed for total petroleum hydrocarbons quantified as gasoline and <br /> diesel (TPH-g and TPH-d),volatile aromatic compounds(benzene,toluene, ethyl-benzene and total <br /> xylenes: BTE&X) and methyl-tert-butyl ether(MTBE) and other oxygenated fuel additives tertiary <br /> butyl alcohol (TBA), di-isopropyl ether(DIPE), ethyl tertiary butyl ether (ETBE) and tertiary amyl <br /> methyl ether(TAME)in accordance with EPA methods 8015m/5030 and 8020/602 and 8260/8240. <br /> Advanced GeoEnvironmentai,Inc. <br />
The URL can be used to link to this page
Your browser does not support the video tag.