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SU0003870 SSNL
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SU0003870 SSNL
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Entry Properties
Last modified
5/7/2020 11:30:11 AM
Creation date
9/5/2019 11:16:40 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0003870
PE
2622
FACILITY_NAME
PA-0400069
STREET_NUMBER
420
Direction
N
STREET_NAME
HEWITT
STREET_TYPE
RD
City
LINDEN
APN
09303066
ENTERED_DATE
5/11/2004 12:00:00 AM
SITE_LOCATION
420 N HEWITT RD
RECEIVED_DATE
2/20/2004 12:00:00 AM
QC Status
Approved
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SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\H\HEWITT\420\PA-0400069\SU0003870\SS STDY.PDF
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EHD - Public
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It is important to note that all septic systems have a lifespan, which is dependant on several factors <br /> and is therefore difficult to determine. Septic system leachline failure would primarily result from <br /> the advanced formation of a"biomat" or"clogging mat" on the wetted soil/effluent interface. This <br /> mat is composed mostly of aerobic and anaerobic bacteria and bacterial products consisting of a <br /> slime of polyuronides and polysaccharides. If the soil/effluent interface is well aerated, a variety of <br /> soil microfauna such as nematodes and protozoa may digest the clogging mat bacteria. <br /> Since the shallow and deeper subsurface soils consist of a fine-grained soil material (silts and clays), <br /> anaerobic conditions may prevail over time which may decrease the expectant life of the leachfield. <br /> If the Infiltrator leachlines are installed high in elevation, there will be a greater opportunity for <br /> oxygen intrusion from the atmosphere,thus theoretically assisting in biomat degradation, along with <br /> promoting evaporation/evapotranspiration. <br /> Regardless of the nitrate concentration ultimately tested for in each of the new domestic wells, <br /> bottled water should always be used for drinking and cooking purposes. <br /> LIMITATIONS <br /> The findings, testing, 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 <br /> obtained. Results of the percolation testing should be assumed to only represent the subsurface <br /> conditions encountered in the specific area of testing as denoted on the Tentative Map, and not of <br /> the entire proposed area for each individual Parcel. <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 /> Sewage Standards have been employed for the purpose of preparing this study. Therefore, no <br /> guarantee or warranty is expressed or implied concerning any aspect of this investigation,the <br /> prevention of environmental impact, or related issues. <br /> We appreciate the opportunity to provide this service for you. If there should be any questions <br /> regarding the information contained withip jjuss rreport, please contact the undersigned. <br /> �• :: .`�p. C NccS <br /> Respectfully submitted, <br /> No.00475 <br /> CHESNEY CO SULTING f Exptrea, j" o J� <br /> GwLtto�A <br /> Don Ch sney, R.E.A <br /> Registered Environmental Assessor#4675 <br /> Page-5- <br /> Chesney Consulting <br />
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