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EHD Program Facility Records by Street Name
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2900 - Site Mitigation Program
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PR0526001
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Entry Properties
Last modified
3/5/2020 10:54:12 AM
Creation date
3/5/2020 10:31:45 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0526001
PE
2950
FACILITY_ID
FA0017599
FACILITY_NAME
PROPOSED SPANOS ELEM SCHOOL SUSD
STREET_NUMBER
701
Direction
N
STREET_NAME
MADISON
STREET_TYPE
ST
City
STOCKTON
Zip
95202
CURRENT_STATUS
01
SITE_LOCATION
701 N MADISON ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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PROJ S os Elemen School <br /> PROJECT NO.: 3639C <br /> CONDOR EARTH <br /> 5 TECHNOLOGIES,INC. CLIENT: Stockton Unified School District <br /> 777 <br /> 209-234-0518 PROJECT LOCATION: ComerofCalifomiaSLandChurchSt. ELEVATION: <br /> CONDOR 209-234-0518 <br /> Park-East Side Near SECorcer <br /> FAX 209-234-osis � 1 Asp. LOGGED BY: K.Freitas <br /> DRILLER: Spec'-'-' DATE: 10/3/05 <br /> LOG OF BORING DRILUNGMETHOD: 8"Hollow Stem Auger N/A CAVING> N/A <br /> No. B-3 DEPTH TO-WATER>INITIAL: a N/A AFTER DRILLING: <br /> U 0 <br /> C N Q J O <br /> N <br /> O OZ yN <br /> Description zm Q <br /> > �E 0 <br /> in <br /> o a— <br /> a� <br /> 0 <br /> ' FILL <br /> S 4 17 <br /> 2.5'-4'FILL-LEAN CLAY/SANDY SILT,medium S_1 7 PP=3.0 tsf <br /> -- ---- --- io <br /> S <br /> brown to light yellow brown,moist,very stiff,Sand <br /> fine grained,trace organics-2.8',mottled, _ -5 s 2E <br /> — PP=4.Otsf- <br /> ^-, <br /> CL 51-63LEAN CLAY,medium brown,moist,very S-2 m shears <br /> a <br /> stiff,low to medium plastic fines,trace fine grained <br /> o a 19 <br /> 5 sand less than 10% <br /> a PP= <br /> n 7.5'-9'LEAN CLAY,medium brown,moist,very S 3 �� tsf-shearshears <br /> vstiff,low plastic fines <br /> ' A 4 <br /> a to 9 <br /> 10'-11.5' very LEAN CLAY,medium brown,moist, s-4 z <br /> stiff,low platic fines <br /> ' a <br /> 0 <br /> v <br /> 3 <br /> Is a 10 <br /> I Y-16.5'LEAN CLAY,medium brown,moist,very S_5 s <br /> stiff,low platic fines,grading into <br /> 16SANDY CLAY,light yellow brown,moist,stiff, <br /> g fine grained,low plastic fines,silt content <br /> ' Y teases with depth <br /> Boring terminated at 165 fL <br /> a 20 <br /> c <br /> 0 <br /> r <br /> c <br /> C <br /> n <br /> 0 <br /> t 25 <br /> r <br /> r <br /> 30 <br /> ' 35 <br /> 1 <br /> ' Boring backfilled 1013105 with soil cuttings. <br /> PAGE 1 of 1 <br />
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