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SU0004272 SSNL
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SU0004272 SSNL
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Last modified
5/7/2020 11:30:36 AM
Creation date
9/6/2019 10:48:08 AM
Metadata
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Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0004272
PE
2632
FACILITY_NAME
PA-0300116
STREET_NUMBER
11515
Direction
W
STREET_NAME
LARCH
STREET_TYPE
RD
City
TRACY
ENTERED_DATE
5/17/2004 12:00:00 AM
SITE_LOCATION
11515 W LARCH RD
RECEIVED_DATE
4/1/2003 12:00:00 AM
QC Status
Approved
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SJGOV\rtan
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FilePath
\MIGRATIONS\L\LARCH\11515\PA-0300116\SU0004272\NL STDY.PDF
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EHD - Public
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FFunknowns <br /> ENANCE <br /> nance program must be established for the entire wastewater disposal system. As referenced, <br /> g septic tank pump-out intervals is impossible due to the number of unknowns. These <br /> lead to changes in the quantity, quality and operational parameters of the proposed wastewater <br /> disposal system. <br /> It is anticipated to have the tank pumped every five years, or pump-out based upon analyzing the <br /> scum and sludge thicknesses after two years of operation. The second maintenance issue will be the <br /> washing off of the Filtered Pump Vault periodically,preferably after direct observation of the system <br /> after one year of operation. A water line with a hose bibb should be installed near the septic tank <br /> location for filter maintenance. <br /> Clean-outs must be installed on the ABS influent tightline from the Church and from the <br /> Kitchen/Meeting Building to the 2,000 gallon single compartment septic tank. The location of the <br /> clean-outs can be determined by the plumber. <br /> Clean-outs must also be installed at the distal ends of each lateral as noted on the plan schematics. <br /> By using a long"bottle-brush" arrangement, the interiors of the laterals can be cleaned of potential <br /> scum and slime build-up. <br /> A water softener should not be installed since there is a high potential for the clay soil to "bind-up" <br /> from the sodium in water softener discharge. <br /> Sprinkler irrigation over the mound system must be carefully considered so as to not inundate the <br /> disposal area. During the spring and summer months, irrigation should be done intermittently during <br /> the day and/or evening hours. For example,the sprinklers could run for five minutes, six times per <br /> day. Irrigation during the wintertime should be suspended. Run times and number of daily <br /> irrigations should be determined by the landscape contractor. <br /> Another source of nitrate loading can be from the lawn or other landscape-type plants that may be <br /> planted over the mound system area. It is recommended not to use any nitrogen fertilizer in these <br /> areas. If it is deemed necessary to use them, "slow release"nitrogen fertilizers should be used on the <br /> lawns and/or landscaping to reduce nitrate loading from these areas. <br /> Accurate "as-builts"of the septic system must be supplied to the Environmental Health Department. <br /> All applicable"distance" and"setback" requirements must be strictly followed. <br /> It is imperative to recognize that all septic systems and disposal areas have a lifespan. This lifespan <br /> is unpredictable due to the numerous operational and environmental factors involved. A critical <br /> lifespan issue is controlling the on-site water use as much as possible. This may be accomplished by <br /> using low flow toilets and spring-loaded sink faucets. Restricting water use also includes checking <br /> for water leaks in toilets, dripping faucets, etc. on a regular monthly basis. <br /> 21 <br /> Chesney Consulting <br />
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