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ARCHIVED REPORTS XR0004682
Environmental Health - Public
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EHD Program Facility Records by Street Name
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MADISON
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3500 - Local Oversight Program
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PR0544427
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ARCHIVED REPORTS XR0004682
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Last modified
5/7/2019 9:19:40 AM
Creation date
5/7/2019 8:39:48 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004682
RECORD_ID
PR0544427
PE
3528
FACILITY_ID
FA0004581
FACILITY_NAME
CHASE CHEVROLET*
STREET_NUMBER
423
Direction
N
STREET_NAME
MADISON
STREET_TYPE
ST
City
STOCKTON
Zip
95203
CURRENT_STATUS
02
SITE_LOCATION
423 N MADISON ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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so SOIL MOISTURE AND GROUND WATER ' <br /> ' S1 system of units hydraulic conductivity is in meters per day A derived unit of <br /> gallons per day per square foot was used in the past It can be converted to feet <br /> per day by dividing by 7 48 <br /> 43.3 PERMEABILITY OF SEDIMENTS <br /> Unconsohdated coarse-grained sediments represent some of the most <br /> prolific producers of ground water Likewise, clays are often used for engineer- <br /> ing purposes, such as lining solid-waste disposal sites, because of their ex- <br /> tremely low intrinsic permeability There is obviously a wide-ranging continuum <br /> of permeability values for unconsolidated sediments (Table 4.5) <br /> The intrinsic permeability is a function of the size of the pore opening <br /> The smaller the size of the sediment grains, the Iarger the surface area the water <br /> contacts (Figure 4 13) This increases the frictional resistance to flow, which <br /> reduces the intrinsic permeability For well-sorted sediments, the intrinsic <br /> permeability is proportional to the grain size of the sediment (25) <br /> For sand-sized alluvial deposits, several factors relating intrinsic perme- <br /> ability to grain size have been noted (25) These observations would hold true <br /> for all sedimentary deposits, regardless of origin of deposition <br /> 1. As the median grain size increases, so does permeability This is dile <br /> to larger pore openings <br /> 2. Permeability will decrease for a given median diameter as the stan- <br /> dard deviation of particle size increases The increase in standard <br /> deviation indicates a more poorly sorted sample, so that the finer <br /> material can fill the voids between larger fragments. <br /> i 3. Coarser samples show a greater decrease in permeability with an <br /> increase in standard deviation than do fine samples <br /> 4. Ummodal (one dominant size) samples have a greater permeability <br /> TABLE 45 Ranges of intrinsic permeabihties and hydraulic conducnvf- <br /> ties for unconsolidated sediments <br /> Intrinsic Hydraulic <br /> Permeability Conductivity <br /> 0 <br /> Materia! (darcys) (cm/sec) <br /> i <br /> Clay 10-6-10-3 10-'-1o`6 <br /> Silt, sandy slits, <br /> clayey sands, till l o-3-1 o-1 10-s-10 4 <br /> Silty sands, fine sands 10-1-1 10'5-10'"3 <br /> Well-sorted sands, ' <br /> glacial outwash 1-1 oz 10-1-10-1 <br /> Well-sorted gravel 10_103 10-2--1 <br /> I <br /> I <br />
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