My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0007764
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
W
>
WETMORE
>
210
>
3500 - Local Oversight Program
>
PR0545884
>
ARCHIVED REPORTS_XR0007764
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/21/2020 4:42:05 PM
Creation date
7/21/2020 4:37:20 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007764
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.
/
52
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
I Advanced BORING LOG <br /> a <br /> GeoEnvironmental Inc. <br /> � BOREHOLE NO MW-10 <br /> 7 837 Shaw Road, Stockton, CA 95215 <br /> (209)467-1006 FAX (209)467-1118 TOTAL DEPTH 35 Feet <br /> Project Bob's Muffler Shop Drilling Co West Haz-Mat Dnlling Corp <br /> Site Location 466 Moffat Boulevard Rig/Auger Type CME-75HT/8"Dia Hollow Stem Augers <br /> Manteca, California Logged By C F Lee <br /> Reviewed By B W Millman <br /> Project No AGE-NC-98-0520 Date(s) Drilled 10/30/01 <br /> Notes Yz Water level dunng dulling Page 1 of 1 <br /> = Water level in completed well <br /> Depth SamDple Blows PIm Soil USCS Class and Well Well <br /> (per 6") (pp ) Symbol Soil Description Completion Description <br /> I 0 <br /> Well cover/cnsty box <br /> I -5 <br /> MW-10-5' 12/15/17 0 — SM Orange brown,dry to damp,unconsolidated fine Cement grout seal from <br /> sand with silt,upper 1 inch contained angular gravels 0 5 to 1 l'bsg <br /> up to 1-inch diameter No hydrocarbon(HC)odor <br /> 16 - 0z <br /> I ^10 MW-10-10' 12/12/18 0 — <br /> SM Orange brown,moist,unconsolidated fine sand <br /> Bentonite sea]from [1 <br /> to 13' bsg <br /> I -15 MW-10-15' 8/12/19 0 — — <br /> SP-SM Grayish white,moist,unconsolidated fine <br /> E — — sand,well-sorted No HC odor <br /> - <br /> 20— MW-10-20' 819/12 0 #3 sand from 13 to 35' <br /> ML Olive green,moist,clayey silt with fine sand <br /> (15%),low to moderate toughness and low plasticity big <br /> Slight HC odor <br /> -25 MW-10-25' 9/11/15 0Screen interval from 15 <br /> ML Olive green,saturated clayey stir with fine sand <br /> Slight HC odor to 35'bsg,0 020-inch <br /> slots <br /> ML/SM Olive green,saturated,sandy silt/silty One <br /> sand Slight HC odor <br /> -30— <br /> MW-10-30' 14/17/18 0 - <br /> - — 5P-SM Light olive green,very moist to saturated, <br /> unconsolidated fine to medium sand with clayey sand <br /> f lumps Slight HC odor <br /> I — — SP-SM Sarne as above No HC odor <br /> - <br /> 35— End cap at 35' i <br /> t MW-10-35' 19/23/25 0 MUSM Light brown,saturated,sandy silt/silty sand <br /> with clay(15%) No HC odor <br />
The URL can be used to link to this page
Your browser does not support the video tag.