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ARCHIVED REPORTS XR0006548
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 XR0006548
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Entry Properties
Last modified
7/3/2019 8:37:40 PM
Creation date
7/3/2019 4:44:12 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006548
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 -VISUAL CLASSIFICATION OF SOILS <br /> (ASTM D-2488) <br /> • MAJOR GROUPSIONS SYMBOL GROUP NAME DESCRIPTION <br /> DIVISIONS <br /> aaaG 6o0a <br /> a a a a a Well graded gravel <br /> 0000 G W Well graded gravel with sand Well-graded gra%els or gravel sand <br /> O Q 9 mixtures little or no fines <br /> :0 <br /> GRAVEL 0r4.4 4� Poorly-graded gravel <br /> .4.4.4.4. G P Poorly graded gravel with sand Poorly graded gravels or gravel <br /> AND .4.0.4.4. sand mixture little or no fines <br /> 68 <br /> GRAVELLY '0'0'4'4' Silty gravel <br /> 14`41414. 'GM Silty gravel with sand Silty gravels gravel sand-silt <br /> SOILS <br /> '4'4'4`4' mixtures <br /> Clayey gravel <br /> COARSE G C Clayey gravel with sand Clayey mixtures gravel sand clay <br /> GRAINED <br /> SOILS SW Well graded sand Well graded sands or gravelly <br /> Well graded sand with grave] 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 \1\\11\\\\ <br /> SM Silty sand <br /> \ \ \ 1 <br /> SOILS Silty sand with gravel Salty sands sand silt mixtures <br /> I � <br /> SC Clayey sand <br /> Clayey sand with gravel Clayey sands sand clay mixtures <br /> \\\\441\\\ <br /> 4411\\\111 Silt Silt with sand Silt with gravel Inorganic silts and very fine <br /> \\\\\\1114 <br /> SILTS \\\\14441\ Sandy silt Sandy silt with gravel sands rock flour silty or <br /> 1111\\\\•1 Gravel! silt Graven silt with sand clayey fine sands or clayey <br /> \\\1\11111 Y Y Y Y <br /> AND siIt5 with sh ht lasncit <br /> I CLAYS Lean clay Lean clay with sand Lean clay with gravel Inorganic clays of low to medium <br /> FINEC L Sandy lean clay Sandy lean clay with gravel plasticity gravelly clays sandy <br /> GRAINED <br /> Gravelly lean clay Gravelly lean clay with sand clays silty clays lean clays <br /> tti�►t;tit <br /> ELASTIC titti�titwti� Elastic silt Elastic silt with sand Elastic silt with rave <br /> SOILS ttt�ttiart g Inorganic silts micaceous or <br /> �tit�ytititi <br /> MH Sandy elastic silt Sandy elastic silt with gravel diatamaceous fine sandy or silty <br /> SILTS Gravelly elastic silt Gravelly elastic silt with sand 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 tugh plasticity <br /> CLAYSIVA Gravelly fat clay Gravelly fat clay with sand fat clays <br /> fi Organic soil Organic soil with sand Organic soil with gravel Organic silts and organic silt <br /> O L�G H Sandy organic soil Sandy organic soil with gravel clays Of law plasticity <br /> HIGHLY Gravelly organic soil Gravelly organic sod with sand Organic clays of medium to high <br /> plasticity t <br /> ORGANIC SOILS <br /> Pt Peat Peat and other highly organic <br /> soils <br /> WELL CONSTRUCTION EXPLANTION SOIL BORING NOTES <br /> 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]b hammer failing 30 inches per blow required VERY LOOSE 0 - 5 SOFT 0 5 <br /> sand slurry seal to drive a sampler through the last 12 inches of an LOOSE 5 12 FIRM <br /> 18 inch penetration 5 10 <br /> Bentonite seat No warranty is provided as to the continuity MED DENSE 12 37 STIFF 10 20 <br /> Of soil strata between borings Logs represent DENSE 37 - 62 VERY STIFF 20 40 <br /> — the soil section observed at the baring location VERY DENSE OVER 62 HARD OVER 40 <br /> Well sandpack on the date of dolling only <br /> 5=Sampler sank into medium under the weight of Approximate stabilized NOTE all percentages of lithoiogical <br /> the hammer(no blow count)Wel]screen P=Sampler was pushed water level composition presented on the soil boring <br /> into medium by drilling ng logs are approximate They represent the <br /> (no blow count} 4 Approximate first encountered best estimates of a CGI geologist based on <br /> NR = No Recovery = water level visual inspection in the field <br /> C IL IE A R WAt�_E SOIL BORING LOG <br /> AND <br /> Group, Inc. WELL CONSTRUCTION DIAGRAM <br /> LEGEND <br />
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