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ARCHIVED REPORTS XR0006429
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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DURHAM FERRY
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4491
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3500 - Local Oversight Program
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PR0544625
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ARCHIVED REPORTS XR0006429
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Entry Properties
Last modified
7/3/2019 9:01:18 PM
Creation date
7/3/2019 4:37:28 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006429
RECORD_ID
PR0544625
PE
3528
FACILITY_ID
FA0003113
FACILITY_NAME
ZAPIEN MARKET
STREET_NUMBER
4491
Direction
W
STREET_NAME
DURHAM FERRY
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
25504003
CURRENT_STATUS
02
SITE_LOCATION
4491 W DURHAM FERRY RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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UNIFIED SOIL CLASSIFICATION SYSTEM S EM - <br /> VISUAL CLASSIFICATION OF SOILS <br /> (ASTM D-2488) <br /> MAJOR GROUP GROUP NAME DESCRIPTION <br /> DIVISIONS SYMBOL <br />' a0a0 <br /> e <br /> a �o Well graded gravel <br /> 00aP0" GW Well graded gravel with sand Well graded gravels or gravel-sand <br /> a a e o a <br /> mixtures little or no hues <br /> a a s a a <br /> GRAVEL -O-o-O-o- Poorly-graded grave] poorly-graded gravels or gravel <br /> ri P Poorly graded gravel With sand <br /> AND <br /> :0.0.0 0. <br /> sand mixture little or no fines <br /> GRAVELLY `p`p`p`p` <br /> 10.10•¢.¢. GM Silty gravel Silty gravels gravel sand silt <br /> SOILS Silty gravel with sand <br /> '¢10'010' mixtures <br /> Clayey gravel Clayey gravels gravel-sand-clay <br /> COARSE C* Clayey gravel with sand mixtur <br /> GRAINED <br /> SOILS SW Well-graded sand Well-graded sands or gravelly <br /> Well graded sand with gravel sands little or no fines <br /> SAND S P Poorly graded sand Poorly-graded sands or gravelly <br /> AND Poorly graded sand with gravel sands little or no fines <br /> SANDY \+++\\\++♦ <br /> \\\111'1\• SM Silty sand <br /> SOILS Silty sand with gravel <br /> • \ + \ + Silty sands sand-silt mixtures <br /> \ + • + \ <br /> fffff <br /> f f f f f S C Clayey sand Clayey sands sand-clay mixtures <br /> f f f f f Clayey sand with gravel <br /> \1\11\1•\• Silt Silt with sand Silt with grave! Inorganic silts and very fine <br /> SILTS \\\11.11+• M L Sandy silt Sandy silt with gravel sands rock flour silty or <br /> Gravelly silt Gravelly Silt with sand clayey fine sands or clavev <br /> AND silts with sh ht plasticiry <br /> Lean day Lean clay with sand Lean clay with gravel Inorgaruc clays of low to medium <br /> FINE C CLAYSL Sandy lean clay Sandy lean clay with gravel plasticity gravelly days sandy <br /> Gravelly lean day Gravelly lean clay with sand clays silty clays lean days <br /> GRAINED <br /> SOILS <br /> ELASTIC \11.11\•\• Elastic silt Elastic silt with sand Elastic Silt with grave Inorganic silts micaceous or <br /> •\\+\\\+++ <br /> ++\•+\\+\+ <br /> MH YJ Sandy elastic silt Sandy elastic silt with gravel diatamaceous fine sandy or silty <br /> F Graven elastic silt Gravelly elastic silt with sand <br /> SILTS +++\••\+•• Y Y SoilS elastic silts <br /> AND Fat clay Fat clay with sand Fat clay with gravel <br /> CH Sandy fat clay Sandy fat clay with gravel Inorganic clays of high plasticity <br /> CLAYS Gravelly fat clay Gravelly fat clay with sand fat clays <br /> Organic soil Organic soil with sand Organic soil with gravel Organic silts and organic silt <br /> OL/OH Sandy orgaruc soil Sandy organic sod with gravel clays of low plasticity <br /> Gravelly orgaruc soil Gravelly organic soil with sand Organic days of medium to high <br /> HIGHLY plasticity <br /> ORGANIC SOILS <br /> I't peat Peat and other highly organic <br /> SOUS <br /> WELL CONSTRUCTION EXPLANTION SOIL BORING NOTES SANDS &GRAVELS BLOWS/FT SILTS & CLAYS BLOWS/FT <br /> Blank well casing Blow count represents the number of blows of a <br /> Neat cement or 140-lb hammer falling 30 inches per blow required VERY LOOSE 0 5 SOFT 0 5 <br /> to drive a sampler through the last 12 inches of an <br /> sand slurry seal LOOSE 5 22 FIRM 5 - 10 <br /> 18-inch penetration. <br /> Bentorute sealMED DENSE 12 37 STIFF 10 - 24 <br /> Na warranty is provided as to the continuity <br /> of soil strata between borings Logs rep-esent DENSE 37 62 VERY STIFF 20 - 40 <br /> the soil section observed at the baring location VERY DENSE OVER 62HARD OVER 40 <br /> Well sandpack on the date of drilling only <br /> S=Sampler sank into medium under the weight of <br /> the hammer(no blow count) = Approximate stabilized water level <br /> Well screen P=Sampler was pushed into medium by drilling rig — <br /> (no blow count) 4 Approximate first encountered water level <br /> \'R - No Recovery = <br /> CLEARWATER GROUP, INC. SOIL BORING AND APPENDIX A <br /> 1125 Atlantic Avenue, Ste 102 <br /> Alameda, California 94501 WELL CONSTRUCTION PLATE <br /> Phone 510-337-8730 A-1 <br /> Fax 510-523-0984 LOG LEGEND <br />
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