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SU0005097 SSNL
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SU0005097 SSNL
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Last modified
5/7/2020 11:31:29 AM
Creation date
9/9/2019 10:20:15 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0005097
PE
2631
FACILITY_NAME
PA-0500349
STREET_NUMBER
14257
Direction
S
STREET_NAME
STEINEGUL
STREET_TYPE
RD
City
ESCALON
APN
20030013 TO 17
ENTERED_DATE
6/16/2005 12:00:00 AM
SITE_LOCATION
14257 S STEINEGUL RD
RECEIVED_DATE
6/15/2005 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\rtan
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\MIGRATIONS\S\STEINEGUL\14257\PA-0500349\SU0005097\SS STDY.PDF
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EHD - Public
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L �.f <br /> r��The domestic well was drilled west of the house, which is upgradient to the leachfield with respect <br /> to groundwater flow direction. The separation distance between the well and the leachlines will be <br /> approximately 125 ft, and approximately 200 ft from the seepage pits. <br /> It is important to recognize that all septic systems have a lifespan, which is dependant on several <br /> factors and is therefore difficult to determine. Leachline failure would primarily result from the <br /> advanced formation of a "biomat" or "clogging mat" on the wetted soil/effluent interface. This mat <br /> is composed mostly of aerobic and anaerobic bacteria and bacterial products consisting of a slime of <br /> polyuronides and polysaccharides. If the soil/effluent interface is well aerated, a variety of soil <br /> microfauna such as nematodes and protozoa may digest the clogging mat bacteria. <br /> Since the shallow subsurface soils on the property consist of cemented sands, silts, and clays, <br /> anaerobic conditions may prevail over time which may accelerate biomat formation. As referenced, <br /> the deep septic system structures will manage most of the effluent volume. Biomat formation will <br /> also occur over time in these deep structures. <br /> In unsewered areas and/or areas that have been, or currently are under agricultural production, it is <br /> highly recommended that bottled water 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 only represents the subsurface conditions encountered <br /> in the specific location of testing as denoted on the preliminary Site Schematic, and not of the entire <br /> subject Parcel land area. <br /> This report is based upon current scientific knowledge to assess factors which are extremely <br /> variable and complex within the environment. San Joaquin County Environmental Health <br /> Department Sewage Standards have been employed for the purpose of preparing this study. <br /> Therefore, no guarantee or warranty is expressed or implied concerning any aspect of this <br /> investigation, the prevention of environmental impact, or related issues. <br /> I appreciate the opportunity to provide this service for you. If there should be any questions <br /> regarding the information contained within this repV,4WkF contact me. <br /> �yJoJr:O.V <br /> Respectfully submitted, v � OC y <br /> "f <br /> (§ 7.1) CHESNEY CONSULTING <br /> 4 No. 04675 <br /> Don Che ney, R.E.A.- <br /> '? <br /> .E.A.- Expires: <br /> Registered Enviro ental Assessor#4675 <br /> of <br /> Page -4- <br /> Chesney Consulting <br />
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