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SU0005350_SSNL
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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99 (STATE ROUTE 99)
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4236
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2600 - Land Use Program
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PA-0300676
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SU0005350_SSNL
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Entry Properties
Last modified
11/19/2024 1:52:17 PM
Creation date
9/8/2019 12:59:01 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0005350
PE
2632
FACILITY_NAME
PA-0300676
STREET_NUMBER
4236
Direction
S
STREET_NAME
STATE ROUTE 99
City
STOCKTON
APN
17917238
ENTERED_DATE
8/29/2005 12:00:00 AM
SITE_LOCATION
4236 S HWY 99
QC Status
Approved
Scanner
SJGOV\sballwahn
Supplemental fields
FilePath
\MIGRATIONS\N\HWY 99\4236\PA-0300676\SU0005350\SS STDY.PDF
Tags
EHD - Public
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It is important to note that all septic systems have a lifespan. This lifespan is dependant on several <br /> factors and is therefore difficult to determine. Septic system failure would primarily result from the <br /> advanced formation of the biomat on the wetted soil/effluent interface. This mat is composed mostly of <br /> aerobic and anaerobic bacteria and bacterial products consisting of a slime of polyuronides and <br /> polysaccharides. If the soil/effluent interface is well aerated, a variety of soil microfauna such as <br /> nematodes and protozoa may digest the biomat bacteria. Since the soils consist of a clay soil fraction, <br /> biomat formation may be hastened. <br /> A septic tank filter should be installed in the second compartment of the tank to prevent organic matter <br /> loading to the leachfield. hi addition, there should be no garbage disposal in the new office building. <br /> �/ Deciduous and evergreen plants may be planted near the leachfield to uptake ammonium and nitrate <br /> ions. Caution must be applied to prevent serious root infiltration into the leachlines. These two <br /> procedures of shallow leachlines (if possible) and plant uptake would theoretically provide a triple <br /> nitrate mitigation system of denitrification from the indigenous clay soils, root absorption and plant <br /> evapotranspiration. <br /> IV. LIMITATIONS <br /> The findings, calculations, opinions and conclusions of this report are based upon information from <br /> standard engineering and analytical test procedures, contemporary scientific literature and agency <br /> consultations. Information in this report is deemed reliable by the sources from where it was obtained. <br /> Results of the percolation testing should be assumed to only represent the subsurface conditions <br /> encountered in the specific area of testing and not of the entire Parcel area. <br /> Our report is based upon current scientific knowledge to assess factors which are extremely variable <br /> and complex within the environment. San Joaquin County Environmental Health Department <br /> Standards have been employed for the purpose of preparing this study. Therefore,no guarantee or <br /> warranty is expressed or implied concerning any aspect of this investigation, or the prevention or <br /> mitigation of environmental impact. <br /> We appreciate the opportunity to provide this service for you. If you should have any questions <br /> regarding to the information contain eport, please contact the undersigned. <br /> EDoG <br /> Respectfully submitted, �e0d . CyFSy� <br /> No. 04675 z <br /> CHESNEY CONSULTING <br /> '� Expires: 4�l0.OS * !� <br /> Don Chesney, R.E.A. CAL r c4a <br /> Registered Environm al Assessor#46 <br /> 8 <br /> �j <br /> Chesney Consulting <br />
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