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SU0016006
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SU0016006
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Entry Properties
Last modified
10/25/2024 11:53:48 AM
Creation date
1/23/2024 4:40:49 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0016006
PE
2634
FACILITY_NAME
PA-2300298
STREET_NUMBER
1150
Direction
W
STREET_NAME
TURNER
STREET_TYPE
RD
City
LODI
Zip
95242-
APN
02902002
ENTERED_DATE
1/2/2024 12:00:00 AM
SITE_LOCATION
1150 W TURNER RD
RECEIVED_DATE
4/1/2024 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\gmartinez
Tags
EHD - Public
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111CR <br /> ENGINEERING <br /> 1242 DUPONT COURTCALIFORNIAF <br /> Wastewater Disposal <br /> Description of process wastewater: <br /> • Proposed Restroom Wastewater: <br /> Wastewater from the restroom typically consists of domestic sewage,including water from <br /> toilets, sinks, and showers. It contains organic matter, suspended solids, and may include <br /> cleaning agents. <br /> • Proposed Container Kitchen Wastewater: <br /> The container kitchen wastewater primarily comprises water used for food preparation, <br /> dishwashing, and cleaning within the kitchen space. The kitchen wastewater undergoes <br /> treatment at the grease interceptor to capture and separate grease and other contaminants. <br /> Volume of process wastewater: <br /> Proposed Restroom Desk!n Fionr:jtes <br /> ''PCF Comfort Au.[r . <br /> 7 e I OliantiryDuration(Mitil uses Galtlln� <br /> Toilet 6 1.28 30 230.40 <br /> Sill: 5 0.5 5 30 375.00 <br /> Total Flowrate Per Day= G05.J0 <br /> Proposed Kifrhen Container Deslen Flowrates <br /> •'Pn C�hfanua P]umbec C odr <br /> Exnerted <br /> Tn-e k PTnule <br /> Gal Bar' <br /> Special Eve z 120 Resraivants-with kitchen waste disposable service(per meal) 2 40.00 <br /> Total Flowrate Per Day=1 130.00 <br /> Method of disposal: <br /> For the proposed container kitchen,wastewater will first pass through the grease interceptor before <br /> reaching the pump station. Subsequently, the wastewater, including from the proposed restroom, <br /> will be directed to the pump station. It then travels through a 3" force main to reach the proposed <br /> manhole, followed by a gravity flow to the existing septic tank located at the north part of the <br /> existing building. <br />
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