My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
COMPLIANCE INFO
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
M
>
MARCH
>
1664
>
2900 - Site Mitigation Program
>
PR0545518
>
COMPLIANCE INFO
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/26/2020 2:01:57 PM
Creation date
3/26/2020 1:54:03 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0545518
PE
2950
FACILITY_ID
FA0025841
FACILITY_NAME
PROPOSED UNOCAL SERVICE STATION
STREET_NUMBER
1664
STREET_NAME
MARCH
STREET_TYPE
LN
City
STOCKTON
Zip
95210
CURRENT_STATUS
02
SITE_LOCATION
1664 MARCH LN
QC Status
Approved
Scanner
SJGOV\sballwahn
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
75
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
UNIFIED SOIL CLASSIFICATION SYSTEM <br /> MAJOR DIVISI❑NS LTR DESCRIPTION MAJOR DIVISI❑NS LTR DESCRIPTI❑N <br /> GV Well-graded gravels or gravel and Inorganic slits and very fine sands, <br /> sand mixtures, little or no fines. ML rock flour, silty or clayey fine <br /> Gp Poorl raded ravels or ravel SILTS sands or clayey slits with slight <br /> Y-g 9 g Plasticity. <br /> GRAVEL L sand mixture, little or no fines. CLAYS Inorganic clays or low to medium <br /> GRAVELLY 94 Silty gravels, gravel-sand-silt LL <50 CL plasticity, gravelly clays, sandy <br /> SDILS mixtures. clays, lean clays. <br /> GC Clayey gravels, gravel-sand-clay CIL Organic slits and organic silt-clays <br /> COARSE mixtures. FINE of low plasticity. <br /> GRAINED <br /> SOILS SV Well-graded sands or gravelly GRAINED SOILS Inorgontc clays or low to medium <br /> sands, little or no fines. MH plasttctty, gravelly clays, sandy <br /> SANDPoorly-graded sands or gravelly SILTS clays, lean clays. <br /> AND SP sand mixture, little or no fines. AND CH Inorganic clays of high plastldty, <br /> SANDY CLAYS fat clays. <br /> SOILS SM Silty sands, sand-silt mixtures. LL >50 OH Organic clays of medium to high <br /> Plasticity. <br /> Clayey sands, sand-silt mixtures. HIGHLY ORGANIC PT Pent and other highly organic soils, <br /> Depth through which Sand pack <br /> sampler Is driven. <br /> iRelatively undisturbed sample ■ Bentonite annular seal <br /> T <br /> � Missed sample Neat cement annular seal <br /> Ground water level ❑ Blank PVC <br /> observed in boring <br /> S-10 Sample number Machine-slotted PVC <br /> PID Photolonlzatlon detector reading <br /> BLOW/FT REPRESENTS THE NUMBER OF BLOWS OF A <br /> 140-POUND HAMMER FALLING 30 INCHES TO DRIVE <br /> THE SAMPLER THROUGH THE LAST 12 INCHES OF AN <br /> 18 INCH PENETRATION, <br /> DASHED LINES SEPARATING UNITS OF THE LOG <br /> REPRESENT APPROXIMATE BOUNDARIES ONLY. <br /> ACTUAL BOUNDARIES MAY BE GRADUAL, LOGS <br /> REPRESENT SUBSURFACE CONDITIONS IN THE <br /> B❑RING AT THE TIME OF DRILLING ONLY, <br /> UNIFIED SOIL CLASSIFICATION SYSTEM PLATE <br /> AND SYMBOL KEY <br /> APP��.d c.osy.t.,r+= Proposed Unocal Service Station P.4 <br /> March Lane and West Lane <br /> PROJECT NO. 30010-1 Stockton, California <br />
The URL can be used to link to this page
Your browser does not support the video tag.