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SU0011517 SSNL
Environmental Health - Public
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SU0011517 SSNL
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Last modified
5/7/2020 11:35:13 AM
Creation date
9/6/2019 10:04:58 AM
Metadata
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Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0011517
PE
2631
FACILITY_NAME
PA-1700204
STREET_NUMBER
12685
Direction
S
STREET_NAME
MANTHEY
STREET_TYPE
RD
City
LATHROP
Zip
95330-
APN
19123007
ENTERED_DATE
9/29/2017 12:00:00 AM
SITE_LOCATION
12685 S MANTHEY RD
RECEIVED_DATE
9/28/2017 12:00:00 AM
P_LOCATION
99
P_DISTRICT
003
QC Status
Approved
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SJGOV\rtan
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FilePath
\MIGRATIONS\M\MANTHEY\12685\PA-1700204\SU0011517\SS_NL STUDY .PDF
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EHD - Public
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Fsoil testing included percolation testing and particle size analysis, correlated with <br /> on rates to ensure management of the wastewater flows. Chemical testing included <br /> for the constituents that influence nitrate loading. <br /> the recently measured water table correlated with the existing filter bed depth to ensure <br /> that adequate soil depth distance was in compliance. <br /> II. SOIL SUITABILITY STUDY FINDINGS <br /> A. SUBJECT PROPERTY AND SURROUNDING STUDY AREA INFORMATION <br /> SSS§ 1.1 Surrounding land use, particularly to the south, west and north of the project is, and has <br /> been, in agricultural production for many decades. To the east is Interstate 5, the City of Lathrop, <br /> and commercial facilities. New development within the City of Lathrop is occurring <br /> approximately three miles to the south, and is projected to proceed north along the west side of <br /> Interstate 5. <br /> B. SOIL PHYSICAL CHARACTERISTICS AND ANALYTICAL TEST RESULTS <br /> The United States Department of Agriculture- Soil Conservation Service(USDA-SCS) indicates the <br /> majority of the on-site soils to consist of a Manteca fine sandy loam (#196), with the extreme <br /> northeast corner of the property composed of Veritas fine sandy loam (#266). <br /> NLS§ 1.1, 1.2. Chemical analysis of a soil sample that was retrieved from the bottom of the 36-inch <br /> depth percolation test boring is noted on the A&L Laboratory Soil Analysis Reports found in <br /> Appendix B. The important parameters for nitrate loading assessment are the organic matter,pH, <br /> cation exchange capacity(CEC), clay content percentage, and nitrate-nitrogen content. <br /> The nitrate-nitrogen and organic matter in the soil are very low. Previous soil testing for the 2007 <br /> report indicated high soil nitrate-nitrogen from previous land use. This decrease in soil nitrogen <br /> concentration may be attributed to high nitrate soil mobility and denitrification. <br /> Since septic effluent is composed predominately of ammonium (NH4),the pH, along with the CEC, <br /> are significant influences on ammonium molecules. The pH of the soil is alkaline which may inhibit <br /> ammonium formation and stability, and may create a propensity for ammonia(NH3) formation. The <br /> CEC measures the ability of the soil to theoretically trap and hold ammonium molecules. The Cation <br /> Exchange Capacity of the soil sample was surprisingly medium considering the sand concentration. <br /> A lower CEC would have been expected. This suggests there is some potential for the retention of <br /> ammonium molecules for microbial uptake, and suppression of nitrification. <br /> 2 <br /> Chesney Consulting <br />
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