My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0011187
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
F
>
FREMONT
>
2185
>
3500 - Local Oversight Program
>
PR0544922
>
ARCHIVED REPORTS XR0011187
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
10/7/2019 3:39:29 PM
Creation date
10/7/2019 3:16:23 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011187
RECORD_ID
PR0544922
PE
3528
FACILITY_ID
FA0003284
FACILITY_NAME
FOOD MART GASOLINE*
STREET_NUMBER
2185
Direction
E
STREET_NAME
FREMONT
STREET_TYPE
ST
City
STOCKTON
Zip
95205
APN
14113045
CURRENT_STATUS
02
SITE_LOCATION
2185 E FREMONT ST
P_LOCATION
01
P_DISTRICT
001
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.
/
49
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
PrOiect No Location : Beacon 1494 <br /> Acton Mickelson Van hm, Ino, llLT05 01 Stockton, <br /> Fremont Street <br /> � � Stockton, California <br /> Consulting Scientists, Engineers, and Geologists Drilling Company. West Hazmat Drilling <br /> Dr-11 ler Scott Kruger <br /> Log of Soil Boring MW-2 Drilling and Sampling Methods: <br /> Hallow Stem Auger <br /> Coordinates: California modlfled split—spoon sampler <br /> Surface Elevation: fitied with 6" brass sample sleeves <br /> Casing Elevation: 19s,3 OVM/OVA hNu PID with 10 2 eV probe <br /> Reference Elevation: <br /> Reference Desc• Drilling Time Date <br /> Sta rt 12 15 pm 4/15/92 <br /> Finish 250 pm 4/16/92 <br /> Completion Depth: 83 feet Water Depth Completion <br /> P P P 72 02 ft <br /> s^ = <br /> Logged by: Hal E Hansen ,UE <br /> •o <br /> o <br /> CL <br /> a m . Checked by: a ? o m <br /> Q) —a � h ., w � Or <br /> �� 13 Description � � m3. o 3 = _ 0 �ro <br /> (A m g Comments V, � <br /> o Asphalt and roadbase_ _ — — — _ _ <br /> 1 SILTY CLAY, olive brown, slightly <br /> molst, maderulely plastic (CL) <br /> 2 <br /> 3 <br /> 4 19 " <br /> z3 � <br /> 5 25 18 15 0 <br /> 6 CL <br /> 7 <br /> 8 <br /> 9 32 N <br /> 1 0 <br /> 6 18 14 3 0 <br /> 11 <br /> 12 <br /> 13 SANDY 51 LT, brawn, very fine sand, - ro <br /> 14 slightly moist (ML) - _ 25 N <br /> 31 l <br /> 1 5 33 18 13 0 <br /> 16 ML <br /> 17 <br /> 1819 SILTY SAND, brown, fine sand, slightly —_ 16 + <br /> molst (SAI) 20 `j <br /> 20 sly 24 18 14 0 <br /> Page 1 of 5 <br />
The URL can be used to link to this page
Your browser does not support the video tag.