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ARCHIVED REPORTS_XR0008314
Environmental Health - Public
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EHD Program Facility Records by Street Name
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S
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SCHOOL
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107
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3500 - Local Oversight Program
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PR0545674
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ARCHIVED REPORTS_XR0008314
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Last modified
5/20/2020 10:31:04 AM
Creation date
5/20/2020 10:02:08 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008314
RECORD_ID
PR0545674
PE
3528
FACILITY_ID
FA0006039
FACILITY_NAME
MARK NEWFIELD
STREET_NUMBER
107
Direction
N
STREET_NAME
SCHOOL
STREET_TYPE
ST
City
LODI
Zip
95240
CURRENT_STATUS
02
SITE_LOCATION
107 N SCHOOL ST
P_DISTRICT
004
QC Status
Approved
Scanner
LSauers
Tags
EHD - Public
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Calculations for Aquifer Properties <br /> q P <br /> ITransmissivity - Jacob Method <br /> I 1 Graph Drawdown vs Time for each monitoring well on semi-logrithmic paper <br /> Drawdown in feet <br /> Time in minutes <br /> 2 Calculate change in drawdown (As) per log cycle for each graph <br /> 3 Determine Transmissivrty (T) <br /> T = 264 Q / As Q=-pumping rate in gallons per minute (gpm) <br /> T=transmissivity (gpolft) <br /> IStorativity <br /> 4 Extend line on Drawdown vs Time graph for each well <br /> Read time where this line crosses zero drawdown <br /> Convert time to days (to) <br /> 5 Determine radius from pumping well in feet (r) <br /> lieFor pumping well, use well diameter <br /> 6 Calculate storativity (S) <br /> 5 = 03 Tto/r2 <br /> Radius of Influence <br /> 7 On Drawdown vs Time graphs, read drawdown for eachP <br /> ra h at a specific time <br /> g p <br /> For each time used, plot drawdown x s distance for each well on semi-logrithnzic paper <br /> 1, 10 and 100 minutes were used <br /> I 8 Draw line through drawdown in pumping well and drawdown in one observation well, <br /> using the same time reference Read NN here line crosses "drawdown = 0" line <br /> Well Efficiency <br /> Q/SA - T/2000 <br /> E_ <br /> T/2oao <br /> S = 1 ft' * Porosis 7 48gallons/ft') Porosity assumed to be 35 % <br /> T,,,11 — E = Taquifer <br />
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