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SU0007436 SSNL
Environmental Health - Public
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SU0007436 SSNL
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Last modified
5/7/2020 11:33:04 AM
Creation date
9/6/2019 11:01:32 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0007436
PE
2622
FACILITY_NAME
PA-0800324
STREET_NUMBER
17871
Direction
E
STREET_NAME
LONE TREE
STREET_TYPE
RD
City
ESCALON
APN
20320005
ENTERED_DATE
10/20/2008 12:00:00 AM
SITE_LOCATION
17871 E LONE TREE RD
RECEIVED_DATE
10/17/2008 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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\MIGRATIONS\L\LONE TREE\17871\PA-0800324\SU0007436\SS STDY.PDF
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EHD - Public
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EHD requires that there be sufficient distance for"treatment" of septic effluent before it encounters <br /> the groundwater table. This distance is normally regarded to be five feet for leachlines and ten feet <br /> for sumps and seepage pits. Therefore, sufficient distance exists between the bottom of a maximum <br /> depth seepage pit of 25 feet and the current groundwater depth of approximately 55 feet. <br /> (§ 6.8) TJ a number of leachlines and septic tank size is unknown for the future residential structure <br /> since there is osal to build on any of the proposed Parcels. <br /> (§ 6. o:problems are nticipated for any future septic system on the property, other than typical <br /> lifesp neered septic systems will not have to be installed for this proposed <br /> subdivision unless there are continual failures. Each new system must have at least a 50% standby <br /> replacement area incorporated into the design of the septic system, which can easily be achieved. <br /> All related septic system structures and the new domestic well must comply with the "distance" <br /> requirements from property borders, roads, wells, irrigation fields, irrigation ditches, the Lone Tree <br /> Creek, etc. <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. Septic system leachline failure would primarily result <br /> from the advanced formation of a "biomat" or "clogging mat" on the wetted soil/effluent interface. <br /> This mat is composed mostly of aerobic and anaerobic bacteria and bacterial products consisting of <br /> a slime of polyuronides and polysaccharides. If the soil/effluent interface is well aerated, a variety <br /> of soil microfauna such as nematodes and protozoa may digest the clogging mat bacteria. <br /> Since the shallow subsurface soils on the property consist of silts and sands, aerobic conditions may <br /> prevail over time which may increase the expectant life of any new leachfield. Lifespan will be <br /> partly dependant upon the efficiency of the leachline trench structures and seepage pits to manage <br /> effluent flows. If the leachlines are installed high in elevation, there will be a greater opportunity <br /> for oxygen intrusion from the atmosphere, thus theoretically assisting in biomat degradation, along <br /> with promoting evapotranspiration. <br /> In addition, soil moisture content of the subsurface soils will play an important role in septic system <br /> operational capacity. For example, if heavy rains are experienced in any given winter, subsurface <br /> soil moisture content will increase, thus decreasing permeability. <br /> In unsewered areas and/or areas that have been, or currently are in or near agricultural production, it <br /> is highly recommended that bottled water be used for drinking and cooking purposes. This is <br /> particularly important given the on-site well water analyses indicate high nitrate and DBCP <br /> concentrations. <br /> Page-7- <br /> Chesney Consulting <br />
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