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COMPLIANCE INFO_NL STUDY
Environmental Health - Public
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EHD Program Facility Records by Street Name
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WILSON
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4200 – Liquid Waste Program
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PR0505453
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COMPLIANCE INFO_NL STUDY
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Last modified
12/4/2020 9:26:03 AM
Creation date
8/5/2020 10:12:49 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4200 – Liquid Waste Program
File Section
COMPLIANCE INFO
FileName_PostFix
NL STUDY
RECORD_ID
PR0505453
PE
4242
FACILITY_ID
FA0006451
FACILITY_NAME
OPEN AIR MALL
STREET_NUMBER
3550
Direction
N
STREET_NAME
WILSON
STREET_TYPE
WAY
City
STOCKTON
Zip
95205
APN
13207012
CURRENT_STATUS
01
SITE_LOCATION
3550 N WILSON WAY
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
Scanner
SJGOV\rtan
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\MIGRATIONS\4200 - Liquid Waste\W\WILSON\3550\PR0505453\NL STUDY.PDF
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EHD - Public
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two <br /> IL SUBSURFACE SOIL <br /> CHARACTERISTICS <br /> From percolation testing conducted lastear, it was determined the soil oil m the areas of the <br /> leachfields and seepage pits may not be conducive to allow sufficient pert rates to dispose of <br /> effluent fast enough. The system is functioning properly,however, based upon the operation of <br /> the leachfields, seepage pits and the effluent subsurface irrigation. <br /> On June 28, two - five foot diameter seepage pits were drilled in the location of the leachf eld <br /> which will be servicing the Bingo Parlor. From the volume of soil excavated during this <br /> procedure, soil classification and characteristics were easily identifiable. The predominate soil <br /> structure for the 25 foot depth consists of a heavy silty clay-clayey silt. This type of'soil <br /> structure was relatively consistent and homogeneous throughout the profile depth to 25 feet, <br /> except for the stratum from 14 feet to 16 feet, which consists of a fine silty sand structure. The <br /> Log of Boring for the east pit is attached to this report. <br /> Hydrometer tests were performed on samples retrieved from the 3, 8, 18 and 25 foot depths. <br /> These tests were performed according to the American Society for Testing and Materials <br /> (ASTM) D-422 - Standard Test Method for Particle-Size Analysis of Soils. Each denoted depth <br /> consists of 29%, 21%, 31%, and 34% clay contents, respectively, for an average clay percentage <br /> of 26%. These percentages can be considered a high clay content soil. <br /> Permeability tests were performed on samples obtained from the fine sand strata and the <br /> remaining clay strata according to CALTRANS Test 220 - Method of Test For Permeability of <br /> f Soils. Due to the relative homogeneity of the clay content throughout the soil profile, samples <br /> L were used from the above-referenced depths. The fine sand strata exhibited a slower than <br /> expected permeability of 10-4 cm/sec. The clay fraction test results indicated a permeability of <br /> approximately 10' cm/sec. Both of these measurements represent comparatively slow <br /> permeabilities. <br /> The subsurface clay fraction is favorable for the prevention of contamination of the groundwater <br /> from pathogens such as bacteria and viruses. This is primarily due to bacterial retention in these <br /> finer-textured soils in which physical filtration is predominate. Additionally, adsorption of <br /> microbes onto clay particles is another important factor. Potential contamination from pathogens <br /> 2 <br /> Vafley V Ppearch <br />
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