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EHD Program Facility Records by Street Name
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3500 - Local Oversight Program
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PR0544106
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Entry Properties
Last modified
2/6/2019 9:53:22 AM
Creation date
2/6/2019 9:48:47 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0544106
PE
3528
FACILITY_ID
FA0015207
FACILITY_NAME
SJC MOSQUITO & VECTOR CONTROL DIST
STREET_NUMBER
200
Direction
N
STREET_NAME
BECKMAN
STREET_TYPE
RD
City
LODI
Zip
95240
APN
04905031
CURRENT_STATUS
02
SITE_LOCATION
200 N BECKMAN RD
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
Scanner
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EHD - Public
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r <br /> WEISS ASSOCIATES <br /> WELL MW-1 LITHOLOGY DESCRIPTION <br /> 30 30 <br /> - - - - - - - - - - -- --- --- ---- <br /> Undy 110 (ML),dlllk f®ddigh VON,left <br /> to madlurn at fl,damp to molit, 10 to 10% <br /> 35 <br /> 35 ;=,.:;:;:;:, very fine grained eand,weathered partially <br /> _.' lithified silty sand pebbles,moderate to high <br /> estimated permeability <br /> W — <br /> 30Jan 87 Q _ Q 17Mar 87 Silty CLAY(GH),grayish brown,o medium stiff <br /> =`,=":='=;=- to stiff,wet,10 to 20%silt, <5%very fine <br /> 40 17Dec 86= = 40 _ grained sand,<5%muscovite flecks,low <br /> estimated permeability <br /> c�Z _. - 30 to 40%sill from 40.2 to 40.5ft_-___ ` <br /> — #3 sand <br /> — filter Silty SAND(SM),dark reddish brown, <br /> medium dense,with 20 to 30%silt, c:M <br /> clay,medium to coarse grained sand, <br /> moderate estimated permeability <br /> — <br /> ------------- <br /> z <br /> —_ _ __ _ Silty CLAY{CH),grayish brown with orange <br /> Z = - - - - mottling, medium stiff, 10 to 30%silt,5 to <br /> 0 — _ 10%fine to coarse grained sand,low <br /> oC — estimated permeability <br /> 0 — <br /> _ 0.02 in 60 to 70%silt from 45.2 to 45.5ft. <br /> 50 _ slotted 50 i�'i�i�'i�"i�' -� - - - --- -- - -- - --- - -- -- - <br /> 4" PVC Silty SAND(SM),dark reddish brown, <br /> = casing medium dense,20 to 30%silt,<2%clay, <br /> medium to coarse grained sand,moderate to <br /> — high estimated permeability <br /> w <br /> M <br /> I I I l I I I I I I I I I I I I l I I l I I l I f I I I I I I I l l I I I I l I I I 111 <br /> 55 PVC cap 55 _--_-_ SAND(SW),yellow,loose,fine to very <br /> ---- coarse grained clean sand,very high <br /> Bentonite estimated permeability - - - - -- <br /> = plug -• Clayey SILT(ML),reddish brown,medium <br /> a <br /> stiff,20 to 30%clay, low estimated <br /> w permeability <br /> 60 1� 60 <br /> EXPLANATION <br /> In <br /> Z Water level during drilling (date) ig Location of split tube drive sample <br /> 4 Water level (date) , Location of split tube drive <br /> --- Contact(dashed where approximate) sample in brass tube <br /> �+ Gradational Contact Plug sample <br /> Well Construction Details anti 5ubburlacu Litlfulucgy - Well MW I (bJMN, c,uiiuiMe(l) <br />
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