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SU0005653 SSNL
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SU0005653 SSNL
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Last modified
5/7/2020 11:31:41 AM
Creation date
9/6/2019 10:29:15 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0005653
PE
2622
FACILITY_NAME
PA-0500574
STREET_NUMBER
10195
Direction
E
STREET_NAME
JAHANT
STREET_TYPE
RD
City
ACAMPO
Zip
95220
APN
00732017
ENTERED_DATE
9/27/2005 12:00:00 AM
SITE_LOCATION
10195 E JAHANT RD
RECEIVED_DATE
9/27/2005 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\rtan
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\MIGRATIONS\J\JAHANT\10195\PA-0500574\SU0005653\SS STDY.PDF
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EHD - Public
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( The underlying soils possess increasing moisture content with increasing depth. This may be due <br /> to last winters' heavy rainfall during 2004/2005. High moisture content clay soils are beneficial for <br /> the suppression of nitrification, and the promotion of denitrification of nitrate molecules that may <br /> have formed through nitrification in the upper, more favorable soil environments. <br /> EHD requires that there be sufficient distance for"treatment" of septic effluent before it encounters <br /> the groundwater table. This distance is normallyregarded to be five feet in leachlines and 10 feet <br /> with seepage pits. Therefore, sufficient distance exists between the bottom of a maximum depth <br /> seepage pit and the current groundwater depth of 110 feet. <br /> i <br /> il <br /> (§ 6.$) The number of leachlines, sumps and/or seepage pits, and septic tank sizes are unknown for <br /> each Parcel at this time since the number of bedrooms for each structure is unknown. <br /> /,(9 6.7)6.7)No problems are anticipated for any future septic system on the property, other than typical <br /> lifespan concerns. Engineered septic systems will not have to be installed for this proposed J <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. All related septic system <br /> structures and the new domestic wells must comply with the published "distance" requirements <br /> from property borders, roads, irrigation fields and irrigation ditches, etc. <br /> It is important to recognize that all septic systems have a lifespan, which is dependant on several <br /> - <br /> factors and is therefore difficult to determine. Septic system leachline failure would primarily <br /> result from the advanced formation of a "biomat" or "clogging mat" on the wetted soil/effluent <br /> interface. This mat is composed mostly of aerobic and anaerobic bacteria and bacterial products <br /> consisting of a slime of polyuronides and polysaccharides. If the soil/effluent interface is well <br /> aerated, a variety of soil microfauna such as nematodes and protozoa may digest the clogging mat <br /> bacteria. <br /> Since the shallow subsurface soils on the property consist of silts, clays and hardpan, anaerobic <br /> conditions may prevail over time which may decrease the expectant life of the new leachfields. <br /> Lifespan will be dependant upon the efficiency of the deep septic system structures (i.e., sumps <br /> and/or seepage pits) to manage effluent flows. If the leachlines are installed high in elevation, or <br /> by using Infiltrator Chambers, there will be a greater opportunity for oxygen intrusion from the <br /> atmosphere, thus theoretically assisting in biomat degradation, along with promoting C <br /> evapotranspiration. <br /> In addition, soil moisture content of the subsurface soils will play an important role in septic <br /> system lifespan. For example, if heavy rains are experienced in any given winter, subsurface soil <br /> moisture content will increase dramatically, thus decreasing permeability. <br /> Page -5- <br /> Chesney Consulting <br /> i� <br />
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