My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_CONCEPTUAL SITE MODEL
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
K
>
KASSON
>
22888
>
2900 - Site Mitigation Program
>
PR0542464
>
ARCHIVED REPORTS_CONCEPTUAL SITE MODEL
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/10/2020 7:44:17 PM
Creation date
2/10/2020 4:43:58 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
CONCEPTUAL SITE MODEL
RECORD_ID
PR0542464
PE
2960
FACILITY_ID
FA0024404
FACILITY_NAME
CHEVRON FUEL TERMINAL 1001621
STREET_NUMBER
22888
STREET_NAME
KASSON
STREET_TYPE
RD
City
BANTA
Zip
95304
APN
23906015, 16, 17
CURRENT_STATUS
01
SITE_LOCATION
22888 KASSON RD
P_LOCATION
03
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.
/
373
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
SECOR <br /> ' Intemationai Incorporated <br /> • Logged By: Date Drilled: Drilling Contractor Project Name: Method/Equipment: Well Number: <br /> CASCADE CHEVRON 100-1621 HSA <br /> DE 9/2/03 DRILLING INC. 22888 South Kasson Rd. LAR MW-G7iJA <br /> See"Legend to Logs"for Boring Surface Groundwater Depth(ft.): Total Drive Drop <br /> sampling method, Diam.(in.): Elev.(ft.): 57 Depth f <br /> classifications and laboratory 7 Feet,First ep (t.): wt.(]bs.): Dist.(in.): <br /> testing methods 8 18.68 16.5 140 30 <br /> Well <br /> Construction o Description a <br /> a <br /> GROUT CLAYEY SILT with SAND(ML): dark gray(2.5Y 4/1),fine-grained sand, <br /> BENTO soft,moist,weak reaction to hydrochloric acid,strong hydrocarbon odor <br /> (0,10,70,20) <br /> #3 SAND <br /> 2"0.020 5 <br /> SLOTTED 24 <br /> SCH 40 <br /> PVC <br /> @ 7 feet: wet. <br /> 10-- <br /> 8 CLAYEY SILT with SAND(MI,): dark gray(2.5Y 4/1),fine-grained sand, 51.5 <br /> 10 firm,moist,weak reaction to hydrochloric acid,strong hydrocarbon odor <br /> 11 (0,15,65,20) <br /> THREADED 15 11 CLAYEY SILT with SAND(ML): light olive brown 2.5Y5/4 154 <br /> END CAP 11 fine-grained sand firm, ) g ( )' <br /> gra rm,moist,weak reaction to hydrochloric acid,strong <br /> 13 h drocarbon odor 0 15 70 15 <br /> BORING TERMINATED AT 16.5 FEET. <br /> 20 <br /> The substrata descriptions above are generalized representations and based upon visual/manual classification of cuttings and/or <br /> samples obtained during drilling. Predominant material types shown on the log may contain different materials and the change from <br /> one predominant material type to another could be different than indicated. Descriptions on this log apply only at the specific location <br /> at the time of drilling and may not be representative of subsurface conditions at other locations or times. <br /> • <br /> Project No. 77CH.11621.15 Date 09/12/03 MK Log of Well <br /> 11621 091103.GPJ Approved by <br /> LOG OF BOREHOLE <br /> Figure (sheet 1 of 1) <br />
The URL can be used to link to this page
Your browser does not support the video tag.