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07/09/2021 Septic Design
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07/09/2021 Septic Design
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Last modified
8/22/2023 5:02:23 PM
Creation date
10/25/2021 4:26:25 PM
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x Address Old
House Number
250
Street Name
Wakefield
Street Type
Road
Address
250 Wakefield Road
Document Type
Septic
PIN
3611823310012
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Updated
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UNIVERSITY Septic System Management Plan <br />for Above Grade systems <br />OF iNNESOTA <br />Your Septic System <br />Manhole <br />W !C1M* F <br />Maud-- „_-• <br />Lateral deanaut_ --' <br />Crass-sectlon of mound <br />Irspectlon pipe- _ _ <br />,tb�. <br />Topaol <br />.Send <br />Inspection pipe _ f <br />--Pkdarafed <br />"S'Jibution "a <br />np f. - <br />Septic System Specifics <br />System Type: qi I ()II ()1I1 ()IV* © V* <br />❑ System is subject to operating permit* <br />(Based on MN Rules Chapter 7080.2200 — 2400) <br />❑ System uses UV disinfection unit* <br />*Additional Management Plan required <br />Type of advanced treatment unit <br />❑ Tank is constructed of <br />Dwelling Type <br />Well Construction <br />Number of bedrooms: 5 <br />Well depth (ft): 133 <br />System capacity/ design flow (gpd): 750 <br />❑ Cased well Casing depth: 128 <br />Anticipated average daily flow (gpd): 500 <br />❑ Other (specify): <br />Comments <br />Distance from septic (ft): 110 <br />Is the well on the design drawing? eY 0 N <br />Business? : Y e N What type? <br />Septic Tank <br />❑ First tank Tank volume: 1250 gallons <br />❑ Pump Tank 1250 gallons <br />Does tank have two compartments? OY (F) N <br />d Effluent Pump mate/model: <br />Second tank Tank volume: 1000 gallons <br />Pump capacity GPM <br />❑ Tank is constructed of <br />TDH Feet of head <br />❑ Effluent screen; Y (F) N Alarm OY (F) N <br />❑ Alarm location <br />Soil Treatment Area (STA) <br />Mound/At-Grade area (width x length): 33 ft x 72 ft <br />❑ Inspection ❑ <br />Rock bed size (width x length): 2@7 ft x 54 ft <br />portsCleanouts <br />Location of additional STA: MIA <br />Surface water diversions <br />Type of distribution media: Rock <br />Additional STA not available <br />❑ <br />IPM <br />
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