My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_1994_1
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
H
>
HARNEY
>
14750
>
4400 - Solid Waste Program
>
PR0440007
>
ARCHIVED REPORTS
>
ARCHIVED REPORTS_1994_1
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
9/14/2020 7:08:21 AM
Creation date
7/3/2020 11:08:40 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
1994_1
RECORD_ID
PR0440007
PE
4434
FACILITY_ID
FA0000595
FACILITY_NAME
HARNEY LANE LANDFILL
STREET_NUMBER
14750
Direction
E
STREET_NAME
HARNEY
STREET_TYPE
LN
City
LODI
Zip
95240
APN
06503006
CURRENT_STATUS
01
SITE_LOCATION
14750 E HARNEY LN
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4434_PR0440007_14750 E HARNEY_1994_1.tif
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.
/
665
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
locations were selected in the field after conferring with the site <br /> foreman and a project engineer from the San Joaquin County Department <br /> of Public Works. The main factors in determining the final locations <br /> of the wells were: (1) concerns regarding protection of the wells, <br /> (2) possible interference with site operations, and (3) regional and <br /> local hydrogeologic information. The wells were placed as close to <br /> existing fence lines as possible, due to planned drainage ditches <br /> around the perimeter of the landfill property. <br /> The borings for Monitoring Wells MW-1, MW-2, MW-3, and MW-4 were <br /> drilled with air-rotary drilling equipment to total depths of 159, <br /> 147, 148, and 144 feet, respectively. Water injection was used to <br /> enhance recovery of material and to aid in drilling the lower sections <br /> of each borehole. Samples were collected at 5-foot depth intervals to <br /> log the materials encountered. Additional samples were occasionally <br /> obtained to aid in the determination of subsurface materials, as <br /> deemed appropriate by the geologist on site. <br /> In accordance with the approved ground-water monitoring plan, borings <br /> were drilled through the uppermost water-bearing zone and terminated <br /> in apparently impermeable clay layers. Materials encountered were <br /> described according to the Unified Soil Classification System by an <br /> EMCON geologist under the direct supervision of a registered geologist <br /> (pursuant to the requirements of Subchapter 15) . Boring logs and well <br /> construction details are included in Appendix B. <br /> Monitoring Well Gonstr' tine <br /> The four borings were converted to monitoring wells at somewhat shal- <br /> lower depths, as listed on Table 1. The borings were completed as <br /> monitoring wells with the installation of 4-1/2-inch, polyvinyl chlo- <br /> ride casing, with 50-foot screen intervals, as documented on the well <br /> details, which accompany the attached exploratory boring logs (see <br /> Appendix B) . Fifty-foot screens were installed in the four wells <br /> because the depth to the static water level was approximately the same <br /> PJ9 9390102.00D 3 <br /> Emcon Associotes <br />
The URL can be used to link to this page
Your browser does not support the video tag.