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5.2. BASR 08-23-2022
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5.2. BASR 08-23-2022
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12/12/2025 10:12:37 AM
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8/18/2022 8:41:35 AM
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City Government
type
BASR
date
8/23/2022
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UNIVERSITY <br />OF MINNESOTA <br />Septic System Management Plan <br />for Below Grade Systems <br />Your Septic System <br />Ground surface <br />Soil treatment trench <br />t SWAtion m *01ft we "M <br />Septic System Specifics <br />System is subject to operating permit* <br />System Type:01iI GIII0Iv*0v* ® System uses ITV disinfection unit* <br />(Based on MN Rides Chapter• 7080.2200 — 2400) Type of advanced treatment unit <br />*Additional Management Plan required <br />Dwelling Type <br />Well Construction <br />Number of bedrooms: 5 <br />Well depth (ft): Deep Well <br />System capacity/ design flow (gpd): 750 <br />1% Cased well Casing depth: 50'+ <br />Anticipated average daily flow (gpd): <br />In Other (specify): <br />Comments <br />Distance from septic (ft): 50'+ <br />Business? What type? Nome <br />Is the well on the design drawing?j1Y N <br />1L �� ii <br />Septic Tank <br />One tank Tank volume: 1500 gallons Pump Tank (if one) 1000 gallons <br />Does tank have two compartments J YQN Effluent Pump makelrnodel: Gould EP05 <br />Two tanks Tank volume: gallons Pump capacity 43 GPM <br />❑ Tank is constructed of Concrete <br />❑ Effluent Screen ryoe: NIA <br />TDH 15 Feet of head <br />❑ Alarm location House <br />Soil Treatment Area (STA) <br />Trenches: total lineal feet Gravity distribution o Pressure <br />Number of trenches: at feet each distribution <br />STA size (width x length): 19 ft x 52.6 ft ✓ Inspection ports f�l Cleanouts <br />Location of additional STA: Pressure Bed Additional STA not available <br />
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