My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0012646
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
V
>
VON SOSTEN
>
16555
>
3500 - Local Oversight Program
>
PR0545795
>
ARCHIVED REPORTS_XR0012646
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/15/2020 5:43:17 PM
Creation date
6/15/2020 2:45:56 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012646
RECORD_ID
PR0545795
PE
3528
FACILITY_ID
FA0002952
FACILITY_NAME
LAMMERSVILLE SCHOOL
STREET_NUMBER
16555
STREET_NAME
VON SOSTEN
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
20914009
CURRENT_STATUS
02
SITE_LOCATION
16555 VON SOSTEN RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
Scanner
LSauers
Tags
EHD - Public
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
657
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
a <br /> 19 eggg <br /> October 17, 1991 <br /> Lammersville School District Page 3 <br /> 02320 029000 <br /> TASK 2: Monitoring Well installation <br /> We propose to drill at least two additional soil borings,and install monitoring wells in order to define <br /> the lateral extent of dissolved hydrocarbons in the wate•table.The proposed well vocations are down <br /> gradient of the known extent of dissolved hydrocarbons(Figure 6,Appendix A). If there are indications <br /> that soil or groundwater contain hydrocarbons in these primary locations (Figure 6) based upo:•field <br /> screening methods, additional wells will be placed at the alternate locations. The alternate locations <br /> will not be drilled if no hydrocarbons are encountered in the soil and groundwater at the primary <br /> locations. <br /> Task 2a: Scd Boring and Sampl*.ng <br /> Each boring will tae drilled with a truck mounted rig using 8-inch diameter (or similar) hollow-stem <br /> augers. Each bar -1 will be drilled to a depth of ten-feet below the water table or approximately 20' <br /> feet below grade. During drilling,five-foot soil cores will be collected from the borings. Cores will be <br /> field screened using a photo-ionization detector and selected samples will be collected from these cores <br /> in brass tubes (i.e. 2-inch by 6-inch or similar). Sampling protocol includes labeling each brass tube <br /> (samplers name,date,boring number,depth,time,and analyses request),sealing each brass tube with <br /> aluminum foil arid plastic end caps,wrapping ends with tape ,with non-organic adhesi%,p), and placing <br /> the tube on ice for transport. Analyses will consist of EPA methods 35F018020?8015 (modifiedl• <br /> Selected samples will be submitted to a State of California Department of Health Services certified <br /> laboratory under chain-of-custody, and analyzed for benzene, toluene, ethylbenzene and xylenes <br /> (BTEX)and TPH-G G61centratiors. All drilling and sampling equipment will be steam cleaned between <br /> drill holes and sampling intervals. All soil and rinsate water produced curing drilling will be stared in <br /> Department of Transportation(DOT)-approved 17-H,55-gallon containers pending results of laboratory <br /> analyses. <br /> Task 2b: Monitoring Well Installation <br /> Each monitoring well will be completed as shown on Figure 7, (Appendix A). Each well will be <br /> constructed using two-inch diameter PVC pipe, flt:sh threaded to two-inch diameter 0.020-inch-slot <br /> well screen. 'Well screen will be installed from the bottom of each boring(approximately 20 feet below <br /> grade) to approximately 3 to 5 feet above the level at which groundwater is encountered, 1n the <br /> annular space, #2 :,and will be placed from the Bottom of the boring to one foot above the screen <br /> -- - - - interval -A one-foot-thick hydrated bentonite plijg will be placed on the sand overlain by cement grout <br /> to grade. Concrete will be poured around the outside of a water-proof traffic-rated r�ad box to secure <br /> GROLJNMV,rTER <br /> TECHNOLOGY,INC. <br /> , <br />
The URL can be used to link to this page
Your browser does not support the video tag.