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4220 Chippewa Lane - 31-118-23-42-0012
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Septic design-2016
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Last modified
8/22/2023 4:32:22 PM
Creation date
5/18/2016 3:03:27 PM
Metadata
Fields
Template:
x Address Old
House Number
4220
Street Name
Chippewa
Street Type
Lane
Address
4220 Chippewa Lane
Document Type
Septic
PIN
3111823420012
Supplemental fields
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� UNIVERSITY Septic System ManagenzentPlan ;��� �; <br /> for Above G�ade Systems � "' <br /> OF MINNESOTA - <br /> Your Septic System � - A���L��' <br /> ❑ ❑ _ -"'--_.Geanaut <br /> Manhole <br /> � Inspectlon pipe_, <br /> �--7. <br /> ,r--= �-� -���� <br /> � ILmpT�nk _-(- . `_i--._.___ <br /> �_ <br /> , --_- � �`` <br /> , �m�_ _-� <br /> - � <br /> h,a,nd_--"j <br /> ��� ---hrforatei �I <br /> �� J <br /> '�, lateral[{earout_-'" �_ . - '�3- �. Prpe�4 !I <br /> '� � Cross-seRion of mound Y� 1 Cahi6u6on mr.1'�a i � <br /> �I ,�.1 �z.^--�r I. <br /> � mspeclion pipe-`„_.�.•-°�_`. .<��,{a <br /> ropwii---- f,,.: - �_:.�. .. -_O �O i� <br /> � . VegeWtian_____ ' <br /> '��-- ,�<^"' Sand r--"��. � <br /> Froin pump tmk '.+,- •:,,. - • � .� . <br /> S.�v ratl vi <br /> - r' Natuial3o?I1 - rtn��nunqmndkmr 1 <br /> �: - _ <br /> - -_ -- - --'�- _ __::Y�-:�;:zsr':.:�,�� <br /> --- -- -_- --'-= - '�f'ah�faledsoN�jr�k.=::_'- = ---t-.-.c=::.-::;_ <br /> Septic System Specifics <br /> ❑ System is subject to operating permit* <br /> System Type:�I�II � III�IV* �V* ❑ System uses UV disinfection unit* <br /> (Based on MN Rules Clzapter 7080.2200—2400) Type of advanced treatment unit_ <br /> *Additional Management Plan�•equired <br /> Dwelling Type Well Construction <br /> Number of bedrooms: 5 Well depth(ft): ' 100 <br /> System capacity/design flow(gpd): 750 o Cased well Casing depth: unknown <br /> Anticipated average daily flow(gpd): 200 ❑ Other(specify): <br /> Comments Distance from septic(ft):'100 <br /> In-home business?_What type? Is the well on the design drawing?OY Q N <br /> Septic Tank <br /> One tank Tank volume: gallons p Pump Tank(if one) 150o gallons <br /> Does tank have two compartments?QY Q N p Effluent Pump rype: <br /> �': Two tanks Tank volume: 225� gallons TDH �5 Feet of head <br /> ❑ Tank is constructed of concrete Pump capacity 36 GPM <br /> ❑ Effluent Screen type: ❑ Alarm visual � audible <br /> Soil Treatment Area <br /> Mound/At-Grade area(length x width):42 ft x 92 ft � Cleanouts or Inspection Ports <br /> ' Rock bed size(length x width): �o ff X 63 $ � Surface Water Diversions <br /> - 2 - <br /> 10/09 <br />
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