My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0007010
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
E
>
EIGHT MILE
>
11530
>
2900 - Site Mitigation Program
>
PR0541077
>
ARCHIVED REPORTS XR0007010
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/10/2019 1:19:43 PM
Creation date
7/10/2019 9:57:26 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007010
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.
/
174
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
' Protect KING ISLAND HOLIDAY HARBOR Log of Boring/Monitoring Well <br /> Boring Location AT KING ISLAND I Protect No 50133-001-02 SB-23 <br /> Subcontractor and Equipment V & W HOLLOW STEM AUGER Logged By C M <br /> Sampling Method CONTINUOUS SPLIT SPOON Monitoring Device PID Comments <br /> Start Date/Time 2/12/96//1730 Finish Date/Time 2/12/96/11800 COLLECTED GROUNDWATER AT <br /> First Water (bgs) -60 FEET Stabilized Water Level (bgs) NA 1030 <br />' o Surface Elevation NA Casing Top Elevation NA <br /> M o E Boring Abandonment/ <br /> Cn <br /> C3- LITHOLOGIC DESCRIPTION <br />' E o o a u c"', (color, grain size, consistency, moisture, other) Well Construction Details <br /> O m a_ O � � �y <br /> U] <br /> 0 > ' ASPHALT AND SANDY GRAVEL BASEROCK <br />' 1 YELLOWISH BROWN (10YR 5/4) SILTY SAND (SM) sand <br /> 0 2 is fine, moist (0,85,15,0) <br /> Z _ <br /> a <br />' z 3 DARK GRAYISH BROWN (1OYR 4/2) SANDY SILT (ML) Grout <br /> SO-23-4! 4 sand is very fine, moist, low plasticity (0,20,80,0) <br /> 9 0 <br />' 5 — <br /> 10 0 6 <br /> e 7 VERY DANK GRAY (10YR 3/1) SANDY ORGANIC SILT <br />' <br /> o $ (OL) moist to wet, high plasticity, low density due to <br /> + organic content (0,15,85,0) <br /> g j"BLACK (10YR 2/1) PEAT (Pt) moist, platy structure due <br />' to ali nment of organics, strop H2S odor 12 10 VERY DARK GRAY (10YR 3/1) ORGANIC SILT (OL) moist <br /> 11 to wet, high plasticity, low density 0,0,100,0 <br /> 11Q e BLACK (10YR 2/1) PEAT (Pt spongy, platy sod structure Bentonite <br /> 12 - 1 due to aligned organics, strong H2S odor Pellets <br /> 13- <br /> 14- <br /> 15- <br /> 16- <br /> 17- <br /> 18- <br /> 19- <br /> 20- <br /> 21- <br /> 22- <br /> 23- <br /> 24- <br /> 25- <br /> 26 <br /> 3i4151617181920212223242526 <br /> 1, 27 <br /> 0 <br /> X 28 <br /> _ -6 <br /> N <br /> n 29 <br /> N <br /> Q I <br /> m <br /> 30 <br /> i <br /> Reviewed By Date <br /> SECOR Revised By Date Page L of I <br />
The URL can be used to link to this page
Your browser does not support the video tag.