My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0003984
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
L
>
LODI
>
204
>
3500 - Local Oversight Program
>
PR0544962
>
ARCHIVED REPORTS XR0003984
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/6/2019 10:05:30 AM
Creation date
11/6/2019 9:42:46 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003984
RECORD_ID
PR0544962
PE
3528
FACILITY_ID
FA0003651
FACILITY_NAME
ARTS & ARTISTS
STREET_NUMBER
204
Direction
E
STREET_NAME
LODI
STREET_TYPE
AVE
City
LODI
Zip
95240
APN
04719102
CURRENT_STATUS
02
SITE_LOCATION
204 E LODI AVE
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\wng
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
37
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
.kv, <br /> recommended the installation of three additional monitoring wells <br /> in order to define the extent of groundwater contamination. <br />' 3. 0 PROCEDURES <br /> 3.1 Drilling and sampling <br /> Three monitoring wells, MW-6, MW-7 and MW-8 , were drilled in April <br /> 1993. MW-6 was installed approximately 60 feet northeast of MW-4 . <br /> MW-7 was installed approximately 60 feet east of MW-3 . MW-8 was <br /> installed near the northwestern corner of the site. <br /> The borings were advanced to a depth of 70 feet using a truck- <br /> mounted 8-inch hollow-stem auger rig. The Failing F--10 drill rig <br /> and three-man crew were supplied by Great Sierra Exploration. <br /> tDiscrete soil samples were collected at five-foot intervals using <br /> a 140-1b hammer to advance a split-spoon sampler loaded with three <br /> 2 . 5 by 6-inch brass sleeves. The number of blows required to <br />' advance the sampler 18 inches was recorded on the boring log (see <br /> Appendix A) . To avoid cross contamination, the sampling equipment <br /> was washed in a tri-sodium phosphate (TSP) solution and rinsed <br /> twice with water prior to each sampling run. <br /> After removal from the sampler, soil in the bottom tube was <br /> extruded into a plastic bag and screened for volatile organic <br /> compounds using a photo-ionization detector (PTD: Thermo <br /> Environmental 580A . 10. 0 eV, calibrated to isobutylene) , The <br /> reading was recorded on the boring log, and the soil was described <br /> in accordance with the Unified Soil Classification System (Appendix <br /> A) . The samples from 50 and 60 feet in each boring were covered <br /> with aluminum sheets, capped, sealed with tape, and stored on ice <br /> pending transportation to a state-certified laboratory (WEST <br /> Laboratories in Davis) . <br /> 3.2 Well Completion <br /> The borings were completed as groundwater monitoring wells by the <br /> installation of 0.020 screen PVC liner and #3 Monterey sand. All <br /> wells were screened from 55 to 70 feet. The filter pack (#3 sand) <br /> was placed from 53 to 70 feet. Bentonite pellets were used from 51 <br /> to 53 feet and the wells were backfilled to the surface with <br /> Portland Cement. <br /> 3.3 Well surveying <br />■ Well _cut <br /> i <br /> 2 <br />
The URL can be used to link to this page
Your browser does not support the video tag.