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ARCHIVED REPORTS XR0004628
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0544559
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ARCHIVED REPORTS XR0004628
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Last modified
6/13/2019 3:32:09 PM
Creation date
6/13/2019 3:19:21 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004628
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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ASSOCIATES INC <br /> 1260 Ci#o Dn Mik Pana,9Z1 LOG OF WELL M W 3 <br /> PROJECT VAN DYKFN PROPERTY LOCATION PROJECT NO --149810001 <br /> DATE DRILLED 091,999 ,, . LOGGED BY TOM LUTTERMAN REVIEWED BY <br /> DRILLING COMPANY V&W DRILLING ING DRILLER 811-K BARRAr,AN METHOD FOLLOW STEM AUGER <br /> BORE HOLE DIAMETER 8 IM DEPTH DRILLED 39 FT DEPTH TO WATER INITIAL 27 ET STATIC ? FT <br /> CASING TYPE PVC DIAMETER 9 IM SCHEDULE _40 INTERVAL 0 FL TO _10.5 FT <br /> SCREEN TYPE PVC DIAMETER 2 IN SLOT SIZE 0-090 IN INTERVAL 18-5 FT TO -18.-, ET <br /> FILTER PACK TYPE RMr, I ONFSTAR #3 INTERVAL 1 F 5 FT TO 38 5 FT <br /> SURFACE SEAL TYPE NEAT CEMENT OVER BENTONITE INTERVAL . . 0 FT TO 16.5 FT <br /> COMMENTS SURGE BLOCKED WELL PRIOR Tr) PI ACINQ TRANSITIONAL SEAL PAGE I OF–!— <br /> WELL <br /> F?WELL DEPTH PID SAMPLE 10 LITHOLOGIC DESCRIPTION <br /> DETAIL FT PPM BLOWCOUNT LOG <br /> 0-2" – Asphalt <br /> 2 <br /> a <br /> SM 2'-6 5/10 SILTY SAND (SM) <85% FINE—MEDIUM POORLY GRADED SAND <br /> >15% FINES MODERATE YELLOW BROWN NO PRODUCT ODOR NO <br /> 8 2 ORGANICS MOIST WEAK CEMENTATION HOMOGENOUS <br /> 8 \ <br /> 10 2 B <br /> 7 <br /> 8 <br /> 12- <br /> -14— SP 6 5/10-16 5/20 POORLY GRADED SAND (SP) 95% FINE–MEDIUM POORLY GRADED <br /> SAND 5% FINES PALE—MODERATE YELLOW BROWN NO PRODUCT <br /> 10 ODOR NO ORGANICS MOIST WEAK CEMENTATION HOMOGENOUS <br /> 16 2 12 <br /> J' 16 <br /> ,1 18 <br /> �1 <br /> ~ 20 <br /> r• 2 4 16 5/20-21 5/20 ELASTIC SILT WITH SAND (MH) 25% FINE POORLY GRADED SAND <br /> MH 75% FINES LOW—MEDIUM DRY STRENGTH NONE—SLOW DILATANCY <br /> --r 22 LOW TOUGHNESS LOW—MEDIUM PLASTICFrY MODERATE YELLOW <br /> tt— BROWN NO PRODUCT ODOR NO ORGANICS MOIST WEAK <br /> ,• CEMENTATION HOMOGENOUS <br /> w 24 <br /> r 2 t8 <br /> 21 SW S <br /> 21 5/25--26 5/30 WELL GRADED SAND (SW) 959. FINE—COARSE WELL GRADED SAND <br /> — 28 5% FINES PALE YELLOW BROWN MODERATE PRODUCT ODOR NO <br /> ORGANICS WET WEAK CEMENTATION HOMOGENOUS <br /> — i <br /> 30 20 NSI—WW3-30 5 <br /> _ 1S <br /> +— 4p SFA 265/30-31 5/35 SILTY SAND (SM) <85% FINE—MEDIUM POORLY GRADED SAND >15 <br /> 32 FINES OLNE BROWN SLIGHT—MODERATE PRODUCT ODOR NO <br /> ' \ ORGANICS MOIST—WET WEAK CEMENTATION HOMOGENOUS <br /> _ 34 <br /> 4 \ <br /> 25 <br /> 172't SM 31 5/35-36 5/38 SILTY SAND (SM) <851 FINE POORLY GRADED SAND X157 FINES <br /> 36 MODERATE YELLOW BROWN NO PRODUCT ODOR NO ORGANICS <br /> = ti WET WEAK CEMENTATION HOMOGENOUS <br /> .a— . <br /> i 38 17 CL 36 5/38-39 LEAN CLAY {CL} 5% FINE POORLY GRADED SAND 9 :5 FINES <br /> 2 5 31 NO DILATANCY MEDIUM TOUGHNESS MEDIUM PLASTICITY <br /> 40 MODERATE YELLOW BROWN NO PRODUCT ODOR NO ORGANICS <br /> MOIST WEAK CEMENTATION HOMOGENOUS <br /> 42 <br />
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