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ARCHIVED REPORTS_1988
EnvironmentalHealth
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4400 - Solid Waste Program
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ARCHIVED REPORTS_1988
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Entry Properties
Last modified
7/17/2020 5:57:42 PM
Creation date
7/3/2020 11:00:43 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
1988
RECORD_ID
PR0440058
PE
4433
FACILITY_ID
FA0004518
FACILITY_NAME
NORTH COUNTY LANDFILL
STREET_NUMBER
17720
Direction
E
STREET_NAME
HARNEY
STREET_TYPE
LN
City
LODI
Zip
95240
APN
06512004
CURRENT_STATUS
01
SITE_LOCATION
17720 E HARNEY LN
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
CField
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440058_17720 E HARNEY_1988.tif
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EHD - Public
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elevation using compass , hand level , and measuring tape methods . <br /> Locations and elevations should be considered approximate . <br /> The data reduction and interpretation procedure 'consisted of <br /> the following sequence of tasks : <br /> 0 visually picking first breaks of compression waves ( P-waves ) <br /> from the analog records of the oscillograph / seismograph system, <br /> 0 plotting of time-distance graphs utilizing the raw data , <br /> 0 preliminary determination of apparent velocities , <br /> 0 plotting of elevation data along the profiles , <br /> 0 measurement of differences between actual geophone <br /> elevations and a constant -slope profile , <br /> 0 computer analysis Of preliminary apparent velocities and <br /> elevation differences to determine travel - time corrections , <br /> 0 adjustment of the time-distance graphs and refinement of <br /> apparent velocity determinations satisfying reciprocity , <br /> 0 comparison of time-distance and velocity data with a catalog <br /> of subsurface structures to interpret an appropriate seismic <br /> refraction model , <br /> 0 computer analysis ( computer program by Shires , 1983 , <br /> principles published by Mooney , 1977 , Handbook of Engineering <br /> Geophysics , utilizing the condition of reciprocity , travel -time <br /> distance / velocity , and Snell ' s Law of Refraction) of apparent <br /> velocity and intercept time data to determine depths of <br /> refractors , true velocities , dips of refractors , and angles of <br /> seismic raypaths , <br /> 0 measurement. of time deviations from "best fit " apparent <br /> velocity 310POS on the time-distance graphs , <br /> 0 computer analysis of apparent velocities and time deviations <br /> to determine refractor profile corrections , <br /> 0 adjustment of refractor depths to reflect time deviations , <br /> 0 cor*4,, _lati.on of results with known geologic factors ( from <br /> mapping __An, borehole logs ) and adjacent or overlapping seismic <br /> r e f r a c t i data , and <br /> o final preparation of interpreted subsurface velocity <br /> profiles . <br /> The equipment Used for the seismic refraction survey <br /> consisted of 12 geophone3 at one time of 4 . 5 Hz natural <br /> frequency . The geophone3 were connected to 25-foot take-out <br /> spacing cables using Mueller Clips . The seismograph used was a 24 <br /> channel Texas Instruments Explorer 3500 Model . The oscillograph <br />
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