My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0000129
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
A
>
ALPINE
>
1235
>
3500 - Local Oversight Program
>
PR0543389
>
ARCHIVED REPORTS XR0000129
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/1/2018 7:40:03 PM
Creation date
11/1/2018 10:54:36 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS XR0000129
FileName_PostFix
XR0000129
RECORD_ID
PR0543389
PE
3528
FACILITY_ID
FA0004512
FACILITY_NAME
MAJOR STATIONS
STREET_NUMBER
1235
Direction
E
STREET_NAME
ALPINE
STREET_TYPE
AVE
City
STOCKTON
Zip
95204
APN
11533055
CURRENT_STATUS
02
SITE_LOCATION
1235 E ALPINE AVE
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
Scanner
WNg
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.
/
222
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
LITHOLOGIC DESCRIPTION <br /> MONITORING WELL LOG <br /> Well IrD.• MW-5 Date(s) of Drilling: 09109/92 <br /> ILocation Mayor Mart-Southeast corner rilled <br /> Client American Real Estate Group Hole Diameter 8 incheeth: 107 s <br />' Project No 03988-016-001 <br /> Contractor: West Hazmat <br /> Driller John Ussery WeII Construction Details: <br />' Drilling Method Hollow Stem Auger (HSA) Well Depth 104 teet <br /> Decon Method Steam-cleaning Well Diameter 2 inches <br />' Sampling Continuous Core Barrel Casing Type Schedule 40 PVC <br /> trom 5-25 feet. Si.reen Type Schedule 40 PVC <br /> Split-spoon at five foot Screen Interval 84 to 104 feet <br />' intervals Screen Slot 0 02 inch <br /> Well Construction Materials: <br />' Elevation - Feet (MSL): Sand PaLk Lonestar #IC <br /> Ground suit Not measured Grout 3-5% bentonite/cement grout <br /> Casing top Not measured Completion Type Flush Christy Box <br /> Cap Expandable Locking <br /> Geologist: D Marks <br /> I <br /> MW-5 <br /> i <br /> Depth H N u <br /> Interval Blow Remarks Value <br /> feet SGS Counts Description <br /> 0 - 2 Asphalt and Gravel Fill <br /> C1 <br /> I SILT light to medium reddish brown, blocky, slightly <br /> firm, moist, no apparent odor, no apparent staining, <br /> medium dry strength, no ddateney, minor clay, com- <br /> mon laminated with carbonaceous material, 90% silt, <br /> lo - 15 lI, 14. 27 SM 1090 clay <1 <br /> SAND medium grayish brown, slightly compacted to <br /> loosely consolidated, moist, no apparent odor, no appar- <br /> ent staining, laminated, well sorted predominately very <br /> Fine to occasional fine, micromicaccous,predominately <br /> clear to white quartz with minor to common mafic <br /> grains (carbonaceous material 1), 95% sand 15% silt <br /> C1 <br /> 15 - 205 19, 33 50 SP <br /> 22, 50 SAND medium brown to predominately rust brown. <br /> loosely consolidated,poorly sorted well graded, lami- <br /> nated according to grain size, moist, subanguiar to <br /> subrounded,predominately Cine to medium, no apparent <br /> odor. no apparent staining <br /> MC:UMMMiRMART WP <br />
The URL can be used to link to this page
Your browser does not support the video tag.