My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_FEASIBILITY STUDY AND CORRECTIVE ACTION PLAN
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
N
>
NAVY
>
3515
>
2900 - Site Mitigation Program
>
PR0009241
>
ARCHIVED REPORTS_FEASIBILITY STUDY AND CORRECTIVE ACTION PLAN
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/30/2020 2:09:11 PM
Creation date
3/30/2020 1:49:06 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
FEASIBILITY STUDY AND CORRECTIVE ACTION PLAN
RECORD_ID
PR0009241
PE
2960
FACILITY_ID
FA0004015
FACILITY_NAME
SHELL OIL (STOCKTON PLANT)
STREET_NUMBER
3515
STREET_NAME
NAVY
STREET_TYPE
DR
City
STOCKTON
Zip
95206
APN
16203002
CURRENT_STATUS
01
SITE_LOCATION
3515 NAVY DR
P_LOCATION
01
P_DISTRICT
003
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.
/
304
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
WELL/BORING LOCATION MAP goring/Well Log WELL/BORING: MW-30 <br /> G) TOXICHEM Management Systems, Inc. PAGE: 1 01 2 <br /> p LOGGED BY: WC <br /> 'a? O <br /> �4 •MW-30 LOCATION:3515 Novy Drive CLIENT/PROJECT:EQ-I4,IA <br /> CITY/STATE: Stockton, California DATE DRILLED: 10/6/00 <br /> ❑ DRILLED BY:Gregg NORTHING: <br /> Iz DRILLING METHOD/DIA.: HSA/10" EASTING: <br /> SAMPLING METHOD: Split Spoon TOTAL DEPTH: 30' <br /> CONSTRUCTION w SAMPLliw <br /> Grout Type/Oly: Bosolile Type 1-II Total Well Depth:30' <br /> w E Grout Inlerval:0-3• Casing Diameter:4'o 0Seal Type/01y:Bentonite Coling Type:Soh 40 PVC <br /> F/iSeal Interval:3'-4' Screen Interval:5'-30, <br /> DESC RIPTION <br /> MDr SCCLAYEY SAND: light brown to brown; <br /> 30-35% clay; 40-50% fine sand; <br /> CL 15-20% fine to coarse grovel; loose; <br /> no product odor. <br /> 2 SP SANDY CLAY: light brown to brown; <br /> 70-75% clay; 15-20% sand; 5- 10% <br /> 3 fine gravel; soft; low to medium <br /> plasticity; no product odor. <br /> 4 SAND: light brown to brown; <br /> SM 90-95% fine to medium sand; 5- 10% <br /> 5 fine to coarse gravel; loose; no <br /> LL 3 product odor. <br /> z 0 1 SILTY SAND: light brown to brown; <br /> CD <br /> Mist 1 6 20-25% silt; 75-80% fine sand; loose; <br /> z 7 no product odor. <br /> M @6': as above; brown; increase silt, <br /> decrease send; no product odor. <br /> 17 8 <br /> Wt 2 <br /> 0 1 9 <br /> Sal 2 ML CLAYEY SILT: brown; 15-20% clay; <br /> 10 65-70% silt; 10- 15% fine sand; soft; <br /> low plasticity; no product odor. <br /> 11 <br /> 0 <br /> z <br /> 12 <br /> SM SILTY SAND; brown; 5- 10% cloy; <br /> N 13 30-40%. silt;- 50-60% fine sand; <br /> Wt 0 5 loose; no product odor. <br /> Mst- 5 14 <br /> VMst 10 5 CL SILTY CLAY: dark gray; 60-70% clay; <br /> 15 20-25% silt; 5-10% fine send; some <br /> organic matter; soft; low to medium <br /> 16 plasticity; slight product odor. <br /> 0 17 <br /> N <br /> 0 18 <br /> 0 4 <br /> Sat 9 5 19 @19': as above; increase silt <br /> 5 content, decrease clay content; <br /> 20 slight product odor. <br /> 21 <br /> 22 <br />
The URL can be used to link to this page
Your browser does not support the video tag.