My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0011284
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
F
>
FREMONT
>
2050
>
3500 - Local Oversight Program
>
PR0543791
>
ARCHIVED REPORTS XR0011284
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
10/1/2018 6:23:03 AM
Creation date
9/28/2018 5:05:15 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS XR0011284
FileName_PostFix
XR0011284
RECORD_ID
PR0543791
PE
3526
FACILITY_ID
FA0003592
FACILITY_NAME
Aries Tek, LLC
STREET_NUMBER
2050
Direction
E
STREET_NAME
FREMONT
STREET_TYPE
St
City
Stockton
Zip
95205
CURRENT_STATUS
02
SITE_LOCATION
2050 E Fremont St
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
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.
/
192
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
BOREHOLE LOG CPT-9 <br /> STRATUS Project No.: 2005-2050-01 Site:Former Apache Plastics Facility Drilling Company: GreggIn Situ,Inc. <br /> 2050 East Fremont Street,Stockton, CA Driller: Buz and Jorge <br /> Date: February 19,2001 Field Geologist: Scott Bittin er <br /> Drilling Rig: CPT Drilling Method: CPT <br /> Borehole Diameter: 2 inches Soil Sample E ui ment: 12-inch retractable <br /> Total Depth: 150 feet b s Water Sampling Equip ment: Hydro unch <br /> Well Completion Data . <br /> Slotted Interval: Casing Material: <br /> Filter Pack Material: Casing Diameter: <br /> Seal Material: Slot Size: <br /> Backfill Material: Bentonite Cement <br /> Sample ID Depth Sample % Blow PID Soil Description: <br /> (ft.) Interval Rec. Count (ppm) Class. <br /> CPT9-45-S 45 44-45 90 0 CL SILTY CLAY,red brown, dry,hard <br /> CPT9-50-W 50 48-52 Water <br /> CPT9-71-S 71 70-71 85 0 ML SILT,brown,<5%fine grained sand,wet,soft <br /> CPT9-104-S 104 103-104 80 0 CL CLAY, light brown, stiff; dam <br /> CPT9-125-S 125 124-125 80 0 Sc SANDY CLAY 124-124.4', light brown, 10% <br /> sand,wet,hard <br /> SW SAND, 124.4-124.7', coarse grained,well <br /> aded, wet, loose <br /> SC SANDY CLAY, 124.7-125',light brown, <br /> 10% sand,wet,hard <br /> CPT9-140-S 140 139-140 90 0 ML SANDY SILT,40-50%fine grained sand, <br /> wet,soft <br /> Water sam ler had refusal at 52 feet b s. <br /> 1 <br />
The URL can be used to link to this page
Your browser does not support the video tag.