My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WORK PLANS
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
M
>
MAIN
>
4040
>
2900 - Site Mitigation Program
>
PR0545496
>
WORK PLANS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/24/2020 3:26:09 PM
Creation date
3/24/2020 3:13:14 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0545496
PE
2957
FACILITY_ID
FA0003564
FACILITY_NAME
BLUE STAR
STREET_NUMBER
4040
Direction
E
STREET_NAME
MAIN
STREET_TYPE
ST
City
STOCKTON
Zip
95205
APN
15727503
CURRENT_STATUS
02
SITE_LOCATION
4040 E MAIN ST
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
Scanner
SJGOV\sballwahn
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.
/
272
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
SOIL BORING AND WELL LOG <br /> PROJECT NO: 0300910016.37030 PROJECT NAME: Former Blue Star BORING NO: MW-5 <br /> DATE BEGAN: 2/9/2012 DATE FINISHED: 2/9/2012 FIELD GEOLGIST: Ryan Crawford <br /> DRILLER: Woodward Drilling LATITUDE/NORTHING: LONGITUDE/EASTING: <br /> GROUND SURFACE ELEVATION: 34' 2170566.406 6350015.444 <br /> STABLE DEPTH TO GW 53.5' INITIAL DEPTH TO GW: 53.5' <br /> DRILLING METHOD: Hollow Stem Auger DRILL EQUIP: BK-81 TOC ELEVATION: 33.64 <br /> Z <br /> o <br /> SOIL DESCRIPTION - w w F <br /> ELEV DEPTH a- v -a -{ <br /> (FT.) (FT.) a- ASTM Soil Name-Percentages(0,0,0),fines,sand, pp� (Z <br /> C) gravel;grain size,plasticity,roundness,interpretation rA 0: <br /> p other. 0 ° zo <br /> U U <br /> 34.0 0.0 <br /> Vault <br /> Gravel Fill Dry Dense GW <br /> 33.0--1.0 ✓A A- Cap <br /> A A Concret <br /> 32.0 n n 2.0 ^ <br /> A n <br /> 31.0 3.0 D " <br /> n <br /> SILT-(100, 0, 0), non-plastic,dark brown. 7.5YR Dry Hard PAL n n <br /> 3/4 ^ <br /> 30.0 4.0 n ^ <br /> A <br /> A <br /> 29.0 5.0 " n <br /> 0.0 ^ ^ <br /> A n <br /> 28.0 6.0 ^ <br /> A n <br /> 27.0 7.0 Color change-Brown ^ ^ <br /> 7.5YR Dry Hard n n <br /> 26.0 4/4 n n 8.0 ^ " <br /> A n <br /> 25.0 9.0 ^ n <br /> A n <br /> A n <br /> A n <br /> 24.0 10.0 ^ <br /> 0.0 ^ <br /> 23.0 11.0 SILTY SAND-(35, 65,0), fine to medium 7.5YR Moist Very SM " <br /> sand,sub-rounded,strong brown with 516 Dense n n <br /> 22.0 12.0 reddish yellow(7.5YR 6/6)mottling. <br /> A n <br /> A <br /> 21.0 13.0 ^ n <br /> A n <br /> A <br /> 20.0 14.0 n n <br /> SANDY SILT-(70, 30,0), fine sand, low 7.5YR Moist Firm ML A n <br /> 19.0 15.0 plasticity,brown. 5/4 1Y n n <br /> A n <br /> A n <br /> 18.0 16.0 n n <br /> A n <br /> A n <br /> 17.0 17.0 n n <br /> A n <br /> A n <br /> 16.0 18.0 n n <br /> n n <br /> A n <br /> 15.0 19.0 SILT-(100, 0,0), low plasticity,yellowish 10YR Moist Hard ML ^ n <br /> brown. 5/8 A <br /> 14.0 20.0 n n <br /> PAGE 1OF4 <br />
The URL can be used to link to this page
Your browser does not support the video tag.