My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WORK PLANS
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
W
>
WETMORE
>
210
>
3500 - Local Oversight Program
>
PR0545884
>
WORK PLANS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/21/2020 4:29:49 PM
Creation date
7/21/2020 4:25:36 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0545884
PE
3528
FACILITY_ID
FA0005481
FACILITY_NAME
MANTECA CORP YARD
STREET_NUMBER
210
Direction
E
STREET_NAME
WETMORE
STREET_TYPE
ST
City
MANTECA
Zip
95337
APN
21938313
CURRENT_STATUS
02
SITE_LOCATION
210 E WETMORE ST
P_LOCATION
04
P_DISTRICT
005
QC Status
Approved
Scanner
LSauers
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
105
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
Advanced BORING LOG <br /> GeoEnvironental, Inc. <br /> BOREHOLE NO.: MW-1 <br /> 837 Shaw Road, Stockton,CA 95215' <br /> (209)467-1006 FAX: (209)467-1118 TOTAL DEPTH: 35 Feet.' <br /> Project: Bob's Muffler Shop Drlllin Co.: Mitchell Drilling Environmental Corp. <br /> Site Location: 466 Moffat Boulevard Rig/Auger Type: CME-75HT/8"Dia.Hollow Stem Augers ' <br /> Manteca, California <br /> Logged By: T. Mikacich <br /> Reviewed By: N. Henderson <br /> Project No.: AGE-NC-98-0520 <br /> Date(S ) Drilled: 12/09/99 <br /> Notes" 4 Water level during drilling Rage I of 1 <br /> Water level in completed well <br /> I I <br /> De th Sample I Blows PID Soil USCS Class and Well Well <br /> p ID. (per 6") -(ppm) Symbol Soil Description' Completion. Description <br /> 7 <br /> i <br /> i <br /> Cement grout seal from' I <br /> 0.5 to 9'bsg. <br /> No sample collccted. <br /> _5 MW-1-5' -- <br /> I i SP:-SM:Brown,moist,POORLY 3RADED SAND i <br /> MW-I-l0' 16/9114 0.0 WITH:SILT;fine to medium sand, 10%silt tines,no Bentonite seal from 9 <br /> petroleum hydrocarbon(HC)odor. to 12' bsg. <br /> 1 <br /> -15- SP:Brown,moist,POORLY GRADED SAND;with <br /> MW-1-I5' 8!12113 0.0 medium sand, i0%coarse sand to sne gravel,trace silt, ##3 sand from 12 to 35' <br /> no HC odor. bsg. <br /> t <br /> r <br /> 20— <br /> ML:Brown to olive-gray,wet,SIL ;witb trace fine <br /> 21 <br /> MW-1-20' 811511.8 18 I I sand,micaceous, 1"layers of medi Im sand,HC odor. <br /> I <br /> - I <br /> -25ML:Gray to olive-green,wet,SIL ;with 10%fiiic to <br /> MW=1-25' 81911 6 1. medium sand;micaceous,HC odo . <br /> semen interval with <br /> (0.020")from t5 to <br /> 35'bsg. <br /> I <br /> I <br /> - <br /> 30-- <br /> MW-1-301 M L:Gray to olive-green,wet,SILT;with fine sand, <br /> i9/12/15 0:0 micaceous,HC odor, i <br /> 1 CL:Gray to olive-green,moist;LE N CLAY;with <br /> .. trace'silt and medium sand,low to medium plasticity,. <br /> i <br /> slight HC,odor: i <br /> _35— <br /> MW-1-35 9115118 0.0 End cap at 35'. <br /> ML:Brown to olive-green;wet,SILT;with trace fine <br /> sand and clay,slight HC.odor. <br />
The URL can be used to link to this page
Your browser does not support the video tag.