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septic design - general approval-final design with bldg permit
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4325 Lakeview Court - 06-117-23-43-0016
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septic design - general approval-final design with bldg permit
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Last modified
8/22/2023 5:29:05 PM
Creation date
4/19/2017 10:37:02 AM
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x Address Old
House Number
4325
Street Name
Lakeview
Street Type
Court
Address
4325 Lakeview Ct
Document Type
Septic
PIN
0611723430016
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t�STP �esi n Summa►-�/ Worksheet Uxl���s�T�r <br /> Minnes�vCa Phollution � ` 7 <br /> Control Agency OF�I�INESOTA :,�ti,,,, <br /> htaund Design S�mmary <br /> Absorpt�on Area 375,Q ft� Bed Length 38;a ft Bed Width t0.0 ft <br /> Absorptlon Width 12.� ft CCean Sand lift �.g ft Berm Width (0-1�}�n <br /> Upslope Berrtt Width 1�,p ft downstope Berm Width 27,0 ft Ends[ope Berm Width �2,p ft <br /> Totat System Cengtfi 6Z,Q ft Totat System Width q3,p #t �orttour Loading Rate 12<0 gaUft <br /> At-Grade Design Sumrr►ary <br /> Absnrption Bed Width�� kbsorptian Bed Length(�ft System Height��ft <br /> L.�_J <br /> Cantour Laadirtg RateC�gaUft Upslope Berm Width��ft Dawnslope Berm 1Kidth�ft <br /> Endslape Berm Width�� System Lengih�n System Width��ft <br /> Leve[&Equa!Pressure bistribution 5ummary <br /> No.af Pertorated Laterals� Perforation Spacingt=�,ft pertoratian 6iameter' 7/32 in <br /> LateraE diameter z.d0 in Min.pelivered Yotume��al Maacimum Qetivered Votume t13 gal <br /> hlon-LeveE and tlnequai Pressure t3isYribution Summary <br /> Efevation Pipe Yolume Pipe lengtfi 'perforation Size <br /> (ftl Pipe Size(in) �gailft� {ft) (i�r3 5pacing(ft) Spacing(i�) <br /> Laterat 1 Minimum Delivered Valum� <br /> Lateral 2 (��� <br /> Lateral 3 t—_J 4at <br /> Laterat 4 kWximum Detivered Voiume <br /> Laterat 5 L__tgal <br /> Laterat 6 <br /> 5. Additio�al Info for Type IV/Pretreatment E3esign <br /> A, tckulate the orgnnit fanding using option t or 2 <br /> 1. Orqartic Loading =Pounds oj SdD X UniEs <br /> � �tbstday X �� _ ���Ebs 6QD/day <br /> 2. Orgnnic L�dtng to Pretreatment Unit =t3es}gn Flaw X Estimated 800 in rtr�tL in the effEuent X 8.35=t,0�,d00 <br /> ( _._�SPd X ��mg/l X 8.35=t,000�000= C�lbs BOD/day <br /> B. Type af Pretreatment Unit Beirx3 Installed: <br /> �. Catculate Soil Treatment System Organic Loading: Ibs.BOOlday+8ottom Area =ibs/daylft7 <br /> �_��thsJday: ���ft�_ ��lbsldayttt2 <br /> CommenulSpecial Design Consi�rationr, <br /> i hereby certify that f have completed this work fn accordanee with atl appiicabte ordirtances, rutes and laws. <br /> i'""�,."._.. <br /> �o�pn�o��o� _� s�o �ro�r�8 <br /> (Designer} (Signature� <br /> (licer�se 11) (Oate) <br />
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