My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SITE INFORMATION AND CORRESPONDENCE
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
V
>
VIA NICOLO
>
17950
>
2900 - Site Mitigation Program
>
PR0516772
>
SITE INFORMATION AND CORRESPONDENCE
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/1/2020 12:44:39 PM
Creation date
6/1/2020 12:23:17 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0516772
PE
2965
FACILITY_ID
FA0012793
FACILITY_NAME
MUSCO OLIVE LAND APP/TITLE 27
STREET_NUMBER
17950
Direction
W
STREET_NAME
VIA NICOLO
STREET_TYPE
RD
City
TRACY
Zip
95377
APN
20911032
CURRENT_STATUS
01
SITE_LOCATION
17950 W VIA NICOLO 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.
/
893
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
ADDENDUM LETTER -2- <br /> ADDITIONAL HYDROGEOLOGICAL INVESTIGATION WORKPLAN <br /> MUSCO FAMILY OLIVE COMPANY <br /> TRACY, CALIFORNIA <br /> Cross-Section A to A' <br /> Cross-section A to A' contains MW-1, the most up gradient well on site. Moving north, the interval from <br /> GT-2 to GT-1 shows a relatively thick clay that appears to pinch out abruptly at MW-13. Down slope <br /> from MW-13 to MW-12 are interbedded materials, with increasing sand and gravel content at MW-5 <br /> and MW-12. <br /> MW-1 contains relatively low TDS groundwater and shows a fairly consistent groundwater elevation. <br /> GT-2 and GT-t found perched groundwater in what appears to be sand lenses encased in clay. MW-13 <br /> and MW-3 found groundwater of similar quality whose groundwater elevations are showing similar <br /> trends. Although groundwater quality in MW-5 looks similar to groundwater quality in MW-13 and <br /> MW-3, the groundwater elevation dropped below the screen on the third sampling event. This well <br /> remained dry during the fourth and fifth sampling events. MW-12 is completed in deep groundwater, <br /> evident from the Stiff Diagram and the elevation difference between the shallow groundwater. <br /> Cross-Section B to B' <br /> Cross-section B to B' contains two deep monitoring wells with similar groundwater quality (MW-7 & <br /> MW-12). The groundwater rises above the screened interval in MW-7, indicating possible confinement. <br /> Groundwater quality in W-2 is similar to MW-1 even though the wells are about a mile apart. <br /> Groundwater quality in MW-10 is very similar to MW-13 and MW-3 in cross-section A to A'. The <br /> groundwater elevation in MW-10 has dropped to the base of the well screen and subsequently the well <br /> was not sampled during the last three sampling events. <br /> Cross-Section C to C' <br /> Cross-section C to C' contains MW-6, a shallow monitoring well that went dry after the first sampling <br /> event. The groundwater quality in this well appears to be similar to the water quality in MW-5. Boring <br /> GT-4 encountered no groundwater. MW-9 encountered groundwater but the well went dry after <br /> installation. It appears that the well was completed too shallow. MW-11 and W-2 are two adjacent <br /> shallow groundwater wells with distinctly different water quality. The groundwater elevations have <br /> remained fairly constant in these two wells. <br /> Cross-Section D to D' <br /> Cross-section D to D' contains two deep monitoring wells with similar groundwater quality(MW-8 & <br /> MW-4). The groundwater elevation is substantially above the screens in these wells, suggesting confined <br /> conditions. An intermediate groundwater zone was found in Exploratory Boring TW-1. MW-5 and <br /> MW-6 were previously discussed. <br />
The URL can be used to link to this page
Your browser does not support the video tag.