My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0007048
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
E
>
EIGHT MILE
>
11530
>
2900 - Site Mitigation Program
>
PR0541077
>
ARCHIVED REPORTS XR0007048
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/10/2019 11:54:05 AM
Creation date
7/10/2019 10:14:53 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007048
RECORD_ID
PR0541077
PE
2960
FACILITY_ID
FA0023517
FACILITY_NAME
PS MARINA 5 / KING ISLAND RESORT
STREET_NUMBER
11530
Direction
W
STREET_NAME
EIGHT MILE
STREET_TYPE
RD
City
STOCKTON
Zip
95219
APN
07119006
CURRENT_STATUS
01
SITE_LOCATION
11530 W EIGHT MILE RD
P_LOCATION
01
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.
/
95
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
AMASSOCIATES INC LOG OF BORING 5834 <br /> 1117 In Palm JWanie,Slue k Ibdasta Ca�fal A 95351 <br /> PROJECT KING ISLAND RESORT LOCATION PROJECT NO 54 62514 0001 <br /> DATE DRILLED 08/17/99 LOGGED BY TOM LUTTERMAN REVIEWED BY <br /> RILLING COMPANY FISCH ENVIRONMENTAL DRILLER RICK BERTOLINO METHOD DIRECT PUSH <br /> ORE HOLE DIAMETER 1 5 IN DEPTH DRILLED 16 FT DEPTH TO WATER INITIAL _ J4 FT STATIC _FT <br /> CASING TYPE NA DIAMETER AN SCHEDULE INTERVAL FT TO - FT <br /> SCREEN TYPE NA DIAMETER - IN SLOT SIZE IN INTERVAL FT TO -FT <br /> FILTER PACK TYPE NA INTERVAL FT TO FT <br /> SURFACE SEAL TYPE CEMENT SLURRY OVER 15X BENTONITE INTERVAL FT TO FT <br /> COMMENTS PAGE ?OF <br /> WELL DEPTH FID SAMPLE ID LITHOLOGIC DESCRIPTION <br /> DETAIL Fi (PPM)_ BLOWCOLINT LOG <br /> 0-2" ASPHALT <br /> 2 <br /> 4 CL/MH 2"-6/9' LEAN CLAY/ELASTIC SILT (CL/MH) 1OX FINE, POORLY GRADED SAND, <br /> 5 9OX FINES, MEDIUM-HIGH DRY STRENGTH, NO DILATANCY, LOW <br /> \_ <br /> TOUGHNESS, LOW-MEDIUM PLASTICITY, OLIVE GRAY, NO PRODUCT <br /> 6 ODOR, ORGANICS, MOIST, WEAK CEMENATION, HOMOGENOUS <br /> 8 <br /> KIR-5874-19 p <br /> 10 <br /> 70 <br /> OL/OH 6/9-11/14 ORGANIC SOIL (OL/OH) 10X FINE, POORLY GRADED SAND, 9OX <br /> FINES, MEOIUM-HIGH DRY STRENGTH, NONE-SLOW DILATANCY, LOW <br /> 12 TOUGHNESS, LOW-MEDIUM PLASTICITY, DUSKY YELLOW BROWN, NO <br /> PRODUCT ODOR, ORGANICS, MOIST. WEAK CEMENTATION, HOMOGENOUS <br /> KtR-5834-15A <br /> 14 PT 11/14--16' PEAT (PT) <5X FINE, POORLY GRADED SAND, >95X FINES, DUSKY <br /> 20 YELLOW BROWN, NO PRODUCT ODOR, ORGANICS, MOIST-WET, WEAK <br /> 16 CEMENTATION, HOMOGENOUS <br /> 18 <br /> zo <br /> 22 <br /> 24 <br /> 26 <br /> 28 <br /> 30 <br /> -32- <br /> 34- <br /> 35- <br /> 38- <br /> 1140 <br /> 234363840 <br />
The URL can be used to link to this page
Your browser does not support the video tag.