My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0011299
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
D
>
DURHAM FERRY
>
1600
>
3500 - Local Oversight Program
>
PR0544624
>
ARCHIVED REPORTS XR0011299
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/3/2019 7:13:03 PM
Creation date
7/3/2019 3:49:16 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011299
RECORD_ID
PR0544624
PE
3526
FACILITY_ID
FA0005206
FACILITY_NAME
GEORGES SERVICE
STREET_NUMBER
1600
Direction
W
STREET_NAME
DURHAM FERRY
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
25510004
CURRENT_STATUS
02
SITE_LOCATION
1600 W DURHAM FERRY RD
P_LOCATION
99
P_DISTRICT
005
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.
/
57
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
Geological Technics Inc® <br /> Borehole Log <br /> Project Nave George's Service Borehole No _ __MW-8 Page 1 of 1 <br /> Project No 4252 Date 4/30297 Contractor V&W Drilling <br /> Area & County Corner of DurhaM_Ferry Rd. and Hwy 33/ S-an Joaquin Co. <br /> Field Geo/Eng-_ M Niemi Drifting Method Hollow Stem Auger <br /> Borehole Dia. 8- Tot Depth 22 Tot Casing Depth 22 Casing Dia 2 Screened interval 22'-7' <br />' Fitter Pack 22'–S'_ Annular Seal 6'-4' Slot Size 0 020 Grout 4'-0' Water Depth +�-7 <br /> ft <br /> i � �' ° 0 o Remarks <br /> CL C5 c <br /> ' � U U E Description OVM (PPM) <br /> °' cn Z 0 3 Q c6 Q) � C6 <br /> 0 <br /> 1124 10 = CL CLAY–gray green, plastic, rust staining. 9 <br /> 1s — — <br /> 10 <br /> 1130 s SVI SAND–fine to coarso grainod, passrly 0 <br /> sorted, riot. <br /> 15 1136 — = SM SILTY SAND–(2.5Y6/4), fine to medium 0 <br /> _ = ML grained, 15-15.5' <br /> SILT–(2.5Y6/4), slightly plastic, <br /> 15.5-165 1 <br /> 5.5-165' <br /> 20 a SM <br /> 1 141 a SILTY SAND–(2 5Y6/4). fine grained. 0 <br /> Heaving material at 22' rept filling <br /> augers <br /> 25 <br /> 030 — <br /> L <br /> Notes SAND CLAY ® Annular Seal ® Grout <br /> SILT Sample Submitted to Laboratory <br /> 1 <br />
The URL can be used to link to this page
Your browser does not support the video tag.