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SU0001016 SSNL
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MS-92-158
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SU0001016 SSNL
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Entry Properties
Last modified
5/7/2020 11:28:12 AM
Creation date
9/5/2019 10:39:47 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0001016
PE
2622
FACILITY_NAME
MS-92-158
STREET_NUMBER
12967
Direction
N
STREET_NAME
GARNERO
STREET_TYPE
RD
City
LODI
Zip
95240
ENTERED_DATE
10/10/2001 12:00:00 AM
SITE_LOCATION
12967 N GARNERO RD
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\G\GARNERO\12967\MS-92-158\SU0001016\SS STDY.PDF
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EHD - Public
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Soil Suitability Study MS-92-158 , Parcel Nos . 1 & 2 <br /> Soil Profile Test : <br /> No water was encountered in excavating any of the Soil Profile <br /> and Percolation Test Holes to a maximum depth of ten ( 10) feet . The <br /> San Joaquin County Flood Control And Water Conservation Map <br /> entitled "Lines of Equal Depth To Water Wells" dated Fall 1990 <br /> shows the water to be in excess of 100 feet below the ground <br /> surface . <br /> On my attached "Field Percolation Data Sheet" , I have noted <br /> the soil encountered to be of two (2) types , ( 1 ) a gray claey loam <br /> and ( 2 ) a brown clayey loam. The University Of California <br /> publication entitled "Soils Of San .Joaquin County, California" by <br /> Walter W. Weir , dated June 1952 , refers to the soil in this general <br /> area as "Columbia very fine sandy loam" . <br /> Percolation Tests : <br /> Three (3 ) percolation test holes which are identified as <br /> Percolation Test Hole Nos . N, S1 , and S2 on the attached "Parcel <br /> Map" were excavated to about a 3-foot depth but only two (2) were <br /> formerly tested. These were Percolation Test Hole Nos . N and S2 . The <br /> soils encountered in excavating Percolation Test Hole S1 as well as <br /> the Soil Profile Test Hole, both located near the easterly boundary <br /> of the twenty (20) acre parcel , by field observation, were noted to <br /> he clayey in nature and Percolation Test Hole No . S1 was not <br /> formally tested and reported on beyond its excavation. <br /> Both percolation tests conducted were performed in accordance <br /> with the percolation test procedures outlined in the "Manual Of <br /> Septic Tank Practice" , published by the Department Of Health, <br /> Education And Welfare and the requirements of the San Joaquin <br /> County Public Health Service, Environmental Health Division. <br /> On September 30 , 1992 and October 1 , 1992 , two (2) percolation <br /> tests , at about the three (3) feet depth, were performed on the <br /> siihiect property under my direction in conformance with San ,Joaquin <br /> County Public Health Service, Environmental Health Division <br /> regulations and San Joaquin County Ordinance Code Standards . <br /> Percolation Test Hole Nos . N, and S2 , for Parcel Nos . 1 and 2 , <br /> resperctively, resulted in the percolation rates and the <br /> determinations shown on the attached "Field Percolation Data <br /> Sheet" . The status of Percolation Test Hole No. S1 as well the <br /> percolation rate determinations for Percolation Test Hole Nos . N <br /> and S2 are reported on and tabulated as follows : <br /> Salvador Cancilla 3 <br />
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