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SU0002249 SSNL
Environmental Health - Public
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2600 - Land Use Program
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UP-98-08
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SU0002249 SSNL
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Last modified
5/7/2020 11:29:08 AM
Creation date
9/6/2019 10:28:25 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0002249
PE
2626
FACILITY_NAME
UP-98-08
STREET_NUMBER
18667
STREET_NAME
JACOB BRACK
STREET_TYPE
RD
City
LODI
APN
01115012
ENTERED_DATE
10/26/2001 12:00:00 AM
SITE_LOCATION
18667 JACOB BRACK RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\rtan
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FilePath
\MIGRATIONS\J\JACOB BRACK\18667\UP-98-08\SU0002249\SS STDY.PDF \MIGRATIONS\J\JACOB BRACK\18667\UP-98-08\SU0002249\NL STDY.PDF
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04/28/99 WED 10:36 FAI TTO 435 5997 FACILITY ENGRS 11004 <br /> r <br /> I� <br /> +4-6 oWStrE SYSTEMS roti rNtarorouar RESIDENCES 1037 r <br /> Recirculating Granular-Medium Filter. Functionally, a recirculating granular- <br /> medium filter is essentially the same;As an interinittent sand filter as described above. <br /> The major differences arse (1) effluent from n septic Lank or another treatment upit is <br /> xdrain It2In holea- recirculated through the filter as opposed to a single application,(2)the cffective filter <br /> 2a°racing down medium (coarse sand or fine gravel) si7.e is larger, and (3)the loading rate based on <br /> the effluent flowrare is greater than that for an intermittent sand filter. Recirculating <br /> granular-medium filters, used to provide an improved level of treatment for larger <br /> flows such as from an apartment building or small communities, are discussed in <br /> nil PVC aver greater detail in Section 1.4-8. <br /> i <br /> Shallow Sand-Filled Pressure-Dosed Disposal Field, in some locations where <br /> the groundwater is high.or the underlying strata may not be suitable for a conven- <br /> tionai disposal field, shallow sand-tilled pressure-dosed disposal fields have been used <br /> successfully (see Fig. 14-12). Operationally. the sand-filled pressure-dosed di%posal <br /> fields function like a combination incermirrent,,and filter and disposal field. The qual- <br /> an -Ironut th cap icy of the effluent after it asses through Raaroaduet�errier p eh the sand is very high. pressure distribution. <br /> LEx <br /> istinggrov+W which serves to distribure the effluent evenly over the sand in the trench iS a key <br /> sltnfactor contributing to the Success of this type of disposal field system. <br /> T Mound System. The mound system is essentially an intermittent sand filter char <br /> 211 is placed above the natural surface of the ground (see Pig. 14-13). Trenches or <br /> beds are constructed in sand placed above the natural soil. Septic tank- effluent is <br /> — Pve liner pumped or dosed through a pressure distribution .system placed in a gravel layer- A <br /> ;10k barrier material (geotextile) and a cap layer arc placed above the gravel layer- The <br /> C rtround system is covered with topsoil. Mound systems have been used in locations <br /> where: (1)The Soils are permeable and the water table is shallow, (2) the underlying <br /> $trata are.highly porous and convendolnal sy,',mms should not be used, (3) slopes are <br /> id(b)aectiort through filter. <br /> 00t6bution pica Bwiding reit <br /> Compacted sit <br /> ' B in <br /> o <br /> Qe-Uo00oOaL+_ ainmin <br /> Crevel <br /> (!Tin <br /> i• Sem - 1• �— <br /> 3 rt rrifn <br /> d under raised plBrTlers in trent ' IrreppNlDUS i ryaf,fracl�K.'(I rock FlGi1RE 14-12 <br /> ororoundwaiv level ryp�al shallow sand-filV@d <br /> Oldpressure-disposal frele trench. <br />
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