My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
CORRESPONDENCE_2011
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
C
>
CORRAL HOLLOW
>
31130
>
4400 - Solid Waste Program
>
PR0440003
>
CORRESPONDENCE_2011
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
4/27/2021 2:41:31 PM
Creation date
7/3/2020 11:04:47 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
CORRESPONDENCE
FileName_PostFix
2011
RECORD_ID
PR0440003
PE
4434
FACILITY_ID
FA0003698
FACILITY_NAME
CORRAL HOLLOW LANDFILL
STREET_NUMBER
31130
STREET_NAME
CORRAL HOLLOW
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
25303010
CURRENT_STATUS
01
SITE_LOCATION
31130 CORRAL HOLLOW RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\cfield
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4434_PR0440003_31130 CORRAL HOLLOW_2011.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.
/
253
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
IFM/fm': 10: . EAR$,; <br />W-� <br />DATE STARTED. 10/12/11 <br />WE RNISHED- 16/12/11 <br />ELEVATION: -203J <br />NORIM- ND <br />EkSW: NO <br />BORING NO.: MW -1 1 <br />PAGE: I OF 2 <br />GN DEPTH: 67.2 fed <br />TOTAL DEPTH: 76.5 fed <br />and at the time of drilling. Subsurface conditions may differ at other locations and may change with the passage of time. <br />Z <br />z <br />z <br />WE <br />TK <br />PID <br />!1 <br />0. <br />9 <br />A <br />DESCRIPTION <br />COMMENTS <br />1071-2 <br />—7:35— <br />CL <br />FILL: <br />Moist. <br />Brown (10YR 5/3), very fine to fine, poorly <br />graded, plastic SANDY CLAY. <br />— -- <br />SC <br />— — — — — — — — — — — — --- <br />Brown (10YR 5/3), fine to coarse, <br />— — — — — — - <br />Moist, <br />7:46 <br />NSR <br />6 <br />SPT <br />well—graded, loose CLAYEY SAND with fine <br />GRAVEL. <br />GW <br />ALLUVIUM: <br />Moist. <br />Pale brown (10YR 6/3), fine to coarse, <br />7;54 <br />well—graded, very dense SANDY GRAVEL; <br />0 <br />74 <br />SPT <br />GRAVEL is fine to medium, subrouncled <br />8:00 <br />0.3 <br />97/11 <br />SPT <br />8:06 <br />0 <br />83 <br />SPT <br />8:13 <br />0.1 <br />70 <br />SPT <br />...(25') dense. <br />--- <br />ML <br />— — — — — — — — — — — — --- <br />Yellowish brown (10YR 5/6), very fine to fine, <br />— — — — — — - <br />Moist. <br />poorly graded, very stiff, plastic SANDY SILT <br />8:25 <br />with trace of coarse SAND. <br />0 <br />25 <br />SPT <br />SM <br />Yellowish brown (10YR5/6), very fine To Fine <br />Moist <br />poorly graded, dense SILTY SAND with trace of <br />8:34 <br />course SAND. <br />0.1 <br />43 <br />SPT <br />— fine to medium GRAVEL <br />_...(37.5'-39') <br />BEDROCK — CORCORAN CLAY- <br />Moist. <br />8:46 <br />0 <br />39 <br />SPT <br />Yellowish brown (10YR 5/6), very fine, poorly <br />graded, slightly plastic, hard SANDY SILTSTONE <br />with moderate magnesium oxide staining. <br />Yellowish brown (10YR 5/6), very stiff, plastic <br />Very moist. <br />CLAYEY SILTSTONE with moderate magnesium <br />8:59 <br />NSR <br />26 <br />SPT <br />oxide staining. <br />— -- <br />-- <br />-- <br />— — — — — — — — — — — — — <br />Yellowish brown (10YR 5/6), very fine to <br />— — — — — — — - <br />Very moist. <br />medium, poorly graded, slightly plastic, hard <br />9:16 <br />SANDY SILTSTONE with trace of fine GRAVEL <br />0 <br />63 <br />SPT <br />and moderate magnesium oxide staining. <br />CONTINUED ON NEXT PAGE! <br />The data <br />wd. 1. 11 <br />presented on this log <br />is a simplification of actual conditions encountered and applies only at the location of this boring <br />and at the time of drilling. Subsurface conditions may differ at other locations and may change with the passage of time. <br />
The URL can be used to link to this page
Your browser does not support the video tag.