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SU0000030 SSNL
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MS-01-04
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SU0000030 SSNL
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Entry Properties
Last modified
5/7/2020 11:27:34 AM
Creation date
9/4/2019 10:18:18 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0000030
PE
2622
FACILITY_NAME
MS-01-04
STREET_NUMBER
7855
Direction
W
STREET_NAME
BATES
STREET_TYPE
RD
ENTERED_DATE
8/8/2001 12:00:00 AM
SITE_LOCATION
7855 W BATES RD
RECEIVED_DATE
2/1/2001 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\rtan
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FilePath
\MIGRATIONS\B\BATES\7855\MS-01-04\SU0000030\NL STDY.PDF
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EHD - Public
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CA <br /> I. SOIL SUITABILITY STUDY FINDINGS <br /> . SUBJECT PROPERTY AND SURROUNDING STUDY AREA INFORMATION <br /> f The subject property has been the Cole's residence since 1971 and is located at 7855 West Bates <br /> Road, %4 mile west of Chrisman Road. It is bound to the north, west and east by additional single <br /> family residences, mostly on one acre parcels, and to the south by a vacant, unimproved parcel of <br /> approximately 10 acres. The wide-range surrounding land use, and in particular- upgradient land <br /> use, has been in agricultural production for many decades. This is evidenced by the United States <br /> Department of Agriculture (USDA) Soil Maps for San Joaquin County for this area. <br /> Applications on file with the County Environmental Health Department reveal that there have <br /> been three permits issued for additions to existing systems in the one-half mile radius study area. <br /> This can be considered a comparatively low number of permits considering the clay surface soils. <br /> The low number of septic system failures may be attributable to most systems having pits and <br /> sumps installed in the Valpico Section. <br /> B. SOIL PHYSICAL AND CHEMICAL CHARACTERISTICS <br /> 1. SURFACE AND SUBSURFACE SOILS <br /> 1 <br /> The soil profile was determined during the drilling of the test boring to retrieve soil samples for <br /> chemical analyses underlying the Cole's leachline. Particle Size Analysis was done on three <br /> samples as denoted on the SOIL ANALYSIS REPORT for samples retrieved from 62", 92" and <br /> 12 ft. These soils have been classified by the laboratory as a clay loam and loam, which <br /> correlates with the United States Department of Agriculture -Natural Resources Conservation <br /> Service (USDA-NRCS) classification of the on-site soils to consist of Carbona clay loam (#123). <br /> The Unified Soil Classification System (USCS) identifies the majority of this soil as a clayey silt <br /> and silty clay (CL-ML/CL). The fine soil material (clay and silt sized particles) promote <br /> biological treatment of the effluent. Biological treatment includes the destruction of bacteria and <br /> viruses, as well as denitrification.. A gravel stratum was not encountered at the bottom of the 12- <br /> foot boring, but is illustrated on the attached Iogs of boring for water wells drilled in the area. <br /> As referenced above, in order to assess the nitrogen impact from the Cole's 30 year old septic <br /> system, soil samples were retrieved from the three referenced depths under the center leachline. <br /> For comparison purposes, a soil sample was taken frorn the proposed future leachfield (FLF) for <br /> the Cole's new house. All fractions of nitrogen were analyzed including Total Kjeldahl Nitrogen <br /> (TKN - which are the organic and ammonia-nitrogen fractions), ammonia nitrogen (NH4-N) and <br /> nitrate-nitrogen (NO3-N). From these nitrogen fractions, the organic fraction and total nitrogen <br /> were calculated. Additionally, organic matter, soil pH, cation exchange capacity and other <br /> elemental constituents were analyzed. <br /> Since septic effluent is composed predominately of ammonium (NH4) ions, the pH, along with <br /> the Cation Exchange Capacity, have significant influence on ammonium molecules. In all of the <br /> Page -2- <br /> NaCCey Ag Research <br />
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