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ARCHIVED REPORTS XR0004627
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0544559
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ARCHIVED REPORTS XR0004627
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Last modified
6/13/2019 3:30:18 PM
Creation date
6/13/2019 3:18:55 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004627
RECORD_ID
PR0544559
PE
3528
FACILITY_ID
FA0009944
FACILITY_NAME
N&S IRRIGATION
STREET_NUMBER
215
Direction
W
STREET_NAME
MAIN
STREET_TYPE
ST
City
RIPON
Zip
95366
APN
25906072
CURRENT_STATUS
02
SITE_LOCATION
215 W MAIN ST
P_LOCATION
05
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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AlFC <br /> ASSOCIATES INC <br /> t12W fills kA kek CailM 95351 LOG OF WELL MW2 <br /> PROJECT . _-IAN DYKEN PROPERTY LOCATION 715 WEST MAIN STREEL RIPON- CA PROJECT NO 14981-0001 <br /> DATE DRILLED 021899 LOGGED BY TOM LUTTERMAN _ REVIEWED BY iEANNE HOMSEY X410 <br /> DRILLING COMPANY YAW DRILLING INC- DRILLER RICK BARRAGAN METHOD HOLLOW STEM AUGER _ <br /> BORE HOLE DIAMETER 8 IN DEPTH DRILLED 39 FT DEPTH TO WATER INITIAL 27 , FT STATIC __Z___El_ <br /> CASING TYPE PVC _ DIAMETER - -2 IN SCHEDULE 40 INTERVAL 0 FT TO 18.5 FT <br /> SCREEN TYPE PVC DIAMETER 2 IN SLOT SIZE 0.020 _ IN- INTERVAL 18.5_ FT TO 38-5 FT. <br /> FILTER PACK TYPE RMC,I,QNFSTAR #3^_ INTERVAL 16.5 FT TO 38.5 FT <br /> ' SURFACE SEAL TYPE NEAT CEMENT OVER BENTONITE INTERVAL D FT TO 16-5_ FT <br /> COMMENTS SUIRGE RLOCKFO WELL PRIOR TO PLACING TRANSITIONAL SFAL PAGE OF_L <br /> WELL DEPTH PID SAMPLE ID LITHOLOGIC DESCRIPTION <br /> DETAIL (Fr) PPM BLOWCOIINT LOG <br /> ' 0-2" - Asphalt <br /> 2 <br /> ' 4 <br /> SM 2--55/10 SILTY SAND (SM) <85X FINE–MEDIUM POORLY GRADED SAND <br /> 5 >15X FINES, MODERATE YELLOW BROWN, NO PRODUCT ODOR DRY- <br /> 6 3 5 4 MOIST WEAK CEMENTATION HOMOGENOUS <br /> 5 <br /> 8 <br /> 10 35 7 <br /> e <br /> ID <br /> 12 <br /> SP 65/10-165/20 POORLY GRADED SAND (SP) >95X FINE–MEDIUM POORLY GRADED <br /> 14 SAND <5X FINES PALE YELLOW BROWN NO PRODUCT ODOR <br /> 10 DRY–MOIST WEAK CEMENTATION HOMOGENOUS <br /> 16 3 5 tz <br /> 15 <br /> 20 3 5 20� 165/20-21 5/20 ELASTIC SILT WITH SAND (MH) >15% FINE–MEDIUM POORLY GRADED <br /> MH SAND, <85X FINES, LOW–MEDIUM DRY STRENGTH NONE–SLOW <br /> 22 DILATANCY, LOW TOUGHNESS LOW—MEDIUM PLASTICITY MODERATE <br /> _ ° YELLOW BROWN NO PRODUCT ODOR MOIST WEAK CEMENTATION <br /> HOMOGENOUS <br /> ' t = 24 <br /> 21 5/25-26 WELL GRADED SANG (SW) >95X FlNE–COARSE WELL GRADED SAND <br /> 3 5 25 SW <5X FINES, PALE–MODERATE YELLOW BROWN NO PRODUCT ODOR <br /> s 26 30 WET, WEAK CEMENTATION HOMOGENOUS <br /> — 31 <br /> CL S <br /> 26-26 5/30' LEAN CLAY WITH SAND (CL) <15X FlNE–MEDIUM POORLY GRADED <br /> _ 28 SAND >85% FINES, NO DRY STRENGTH LOW–MEDIUM TOUGHNESS <br /> r MEDIUM PLASTICITY MODERATE YELLOW BROWN, NO PRODUCT <br /> NSI–Mw2-30 5 ODOR NO ORGANICS MOIST–WET WEAK CEMENTATION HOMOGENOUS <br /> 13 <br /> 31_ 50 SM 265/30-315/35 SILTY SAND (SM) <85X FINE–COARSE SAND >15X FINES <br /> — 32 MODERATE YELLOW BROWN, NONE–SLIGHT PRODUCT ODOR, NO <br /> ` \ ORGANICS WET WEAK CEMENTATION HOMOGENOUS <br /> 34 � <br /> y 40 31 SM 31 5/35-35 5/38 SILTY SAND (SM) 60% FINE POORLY GRADED SAND 4OX FINES <br /> ' = 36 MODERATE YELLOW BROWN NO PRODUCT ODOR NO ORGANICS <br /> 33 <br /> WET WEAK CEMENTATION, HOMOGENOUS <br /> 38 35 CL- 36 5/38-39' LEAN CLAY (CL) <5% FINE POORLY GRADED SAND, >95X FINES, <br /> 35 45 HIGH DRY STRENGTH NO DILATANCY MEDIUM TOUGHNESS MEDIUM <br /> PLASTICITY, MODERATE YELLOW BROWN NO PRODUCT ODOR NO <br /> 40 ORGANICS WEAK CEMENTATION, HOMOGENOUS <br /> 42 <br />
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