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ARCHIVED REPORTS_XR0003878
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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O
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120 (STATE ROUTE 120)
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17000
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3500 - Local Oversight Program
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PR0545632
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ARCHIVED REPORTS_XR0003878
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Entry Properties
Last modified
11/19/2024 3:59:34 PM
Creation date
5/4/2020 12:30:19 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003878
RECORD_ID
PR0545632
PE
3528
FACILITY_ID
FA0005176
FACILITY_NAME
FRANZIA WINERY
STREET_NUMBER
17000
Direction
E
STREET_NAME
STATE ROUTE 120
City
RIPON
Zip
95366
APN
24506030
CURRENT_STATUS
02
SITE_LOCATION
17000 E HWY 120
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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WATERWORK <br /> WELL/BORING LOG <br /> PROJECT F'RANZIA LOCATMN 1700 EAST HIGHWAY I20. RDS CA PROJECT NO. 090-I <br /> VELL/BORING Na M-N-7SURFACE ELEVATIIN APP VX 72 �'�WELLHEAD ELEVATION _ - NT cT <br /> DATE DRILLED D9/Il/9a REVIEVED BY RLML V. -glw.AL RG M..4 LOGGED BY <br /> JOHN GMRG7 <br /> DRILLING COMPANY SPECTiNlN DRILLDiG DRILLER TED COFFEY METHOD IM.LOV STEM AUGER <br /> BORE HOLE DIAMETER a IN DEPTH DRILLED _64 E DEPTH TO WATER, INITIAL4_ 9 c= STATrc 43.6 FT <br /> CASING TYPE PVC F480 DIAMETER 2 iN SCHEDULE 40 INTERVAL. a FT TO 44 FT <br /> SCREEN TYPE EST, 4LO DIAMETER i> rb SLOT SIZE OOIO IN INTERVAL 44 TO <br /> T <br /> FILTER PACK TYPE INTERVAL_. 42 FT TO 64 <br /> SURFACE SEAL TYPE T INTERVAL Tp <br /> NOTES r 2 Don <br /> BETAIL aDE u � SOIL DESCRIPTn� <br /> IIETAIL � <br /> T5�lftb Lma ! - - <br /> 0 <br /> 0-15/2(r SILTY, CLAYEY SAFE 34M SA-Vt F M FRZM;S; WELL GRDD <br /> SNIP; TR GRVU <40X FNS; N-DRK YLLW BRN WOt N DRGs N HCL <br /> 2 REACTICh VEAK CEMENTATIOw HOS <br /> 4 <br /> 6 <br /> 8 SH/SC <br /> ' 10 <br /> 12 <br /> 14 <br /> 16 15/20-23/30' LEAN CLAY1 0Z SNDI >9= FNS& N DRY STRNGTj* N DLTNCYI M <br /> ' TGMMSS� M PLSTI DRK YLLV M* MPI' N M74 NST) N MGL REAC <br /> TM?* WEAK CEMENTATIDNi HOMO <br /> I8 <br /> ' 20 <br /> 22 <br /> CL <br /> 24 <br /> MV30-36.3/40' POORLY GRADED SAND; >95r SA-SR-4? F. M HRDNSS. PRLY GRDg <br /> ' 26 NN HC REACTION* WEAK CEmENTATMMt HMG �[ N DRQ MSTI <br /> 28 <br /> 30 -11' <br /> 2.7 <br /> 32 <br /> SP � <br /> ' 34 - <br /> 36 — 3.3 36' 36.5/40-41,3/43'SILTY. CLAYEY SAMIN >80Y, SR-R. F, M HRDNSS, PRLY GROD SND) <br /> (20.4 FNSI DNS) LT OLIVE GRYJ SL PCb M ORGI MSTI N HCL REAC <br /> TIC" VEAK CEMENTATIONS HpMQ FT= STAININQ TR VHT VEIN- <br /> 38 INC, MUCH MUSCOVITE <br /> 4 F-MV1- <br /> Le 4Y SN/SC <br /> 42 413/43--46.3/33•SILTI Q% SNDI >98%. rn L DRY STRM� SLV DLTNCYi H T <br /> NSSI M PLST) ST7Fi LT OLIVE GRyl NP'm N Qtr, MST; N MCL <br /> REACTION WEAK-M C04E NTATIO!# BLOCKY; TR FEDx STADGNGi <br /> ML VET l�49r <br /> PAGE _L. AF.a_ <br />
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