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ARCHIVED REPORTS_XR0002995
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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H
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HAMMER
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1612
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3500 - Local Oversight Program
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PR0545246
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ARCHIVED REPORTS_XR0002995
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Last modified
1/30/2020 9:38:36 PM
Creation date
1/30/2020 3:18:15 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002995
RECORD_ID
PR0545246
PE
3528
FACILITY_ID
FA0003611
FACILITY_NAME
PARKWOODS GAS & FOOD
STREET_NUMBER
1612
Direction
W
STREET_NAME
HAMMER
STREET_TYPE
LN
City
STOCKTON
Zip
95209
APN
07728002
CURRENT_STATUS
02
SITE_LOCATION
1612 W HAMMER LN
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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UNIFIED SOIL CLASSIFICATION SYSTEM <br /> MAJOR DIVISIONS LTR DESCRIPTION MAJOR DIVISIONS LTR DESCRIPTION <br /> Gw Weli-graded gravels or gravel and Inorganic silts and very fine sands. <br /> gond mixtures, little or no fines NL rock flour, silty or clayey fine <br /> Poorly-graded grovels or gravel SILTS sands or clayey silts with slight <br /> GRAVEL GP sand mixture, utile or no fines. AND Plasticity, <br /> AND <br /> CLAYS Inorganic clays or low to medium <br /> GRAVELLY silty gravel*, gravel--sand-silt LL x54 CL plasticity, gravelly clays, sandy <br /> 5014 GM mixtures. clays, lean days. <br /> clayey gravels, gravel-sand-clay Organic silts and organic silt-clays <br /> COARSE GC <br /> GRAINED mixtures. FINE GL of low plasticity. <br /> GRAINED <br /> SOILS Weil-graded sonde or gravelly SOILS Inorganic clays or low to mediumsw i <br /> sands, little or no fines MH plasticity, gravelly cloys, sandy <br /> SAND Poorly-graded sands or gravelly SILTS clays, lean days. <br /> AND SP sand mixture, little or no fines, AND inorganic clays of high plasticity, <br /> SANDY CLAYS CH fat clays. <br /> SOILS Sal Silly sands, sand-silt mixtures. LL >50 OH Organic clays of medium to high <br /> plasticity. <br /> SC Clayey sands, sand-silt mixtures. HICHSORSGANIC PT peat and other highly organic soils. <br /> Sand pack <br /> I Depth through which <br /> I sampler is driven. <br /> ■ Bentonite annular seal <br /> i Relatively undisturbed sample <br /> Neat cement annular seal <br /> Missed sample <br /> Blank PVC <br /> Ground water level <br /> observed in boring <br /> © Machine—slotted PVC <br /> S-10 Sample number <br /> PVC Centralizer <br /> PID Photoionization 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 v; <br /> REPRESENT APPROXIMATE BOUNDARIES ONLY. <br /> ACTUAL BOUNDARIES MAY BE GRADUAL. LOGS <br /> REPRESENT SUBSURFACE CONDITIONS IN THE <br /> .BORING AT THE TIME OF DRILLING ONLY. <br /> AMU <br /> � UNIFIED SOIL CLASSIFICATION SYSTEM PLATE <br /> •�•�• �•,••��—— AND SYMOL KEY <br /> i��t� AM ARCO Service Station No. 548 3 <br /> RLE Na. 1612 Hammer Lane <br /> PROJECT NO. 30004 �10041014A Stockton, Calitornla <br />
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