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OSTP Qe�i�n Summary Worksheet '��i�� -�:�� �f,: <br /> .., , ...t. i�.;c n f`.. ' � . <br /> Cc;nt;o'� A.;: , <br /> Propertv Owner/Ciiant: Steve AndersoNDenati Hames ` Project ID:��v 12.OS,Oo <br /> � � <br /> Site Address:l,5?7 Pemdate Road t�or�h,O;ono,MN 5534? Cate:l 3/19i 15 <br /> 1. DESIGN FLQW AND TAidKS <br /> A. Desigr,r:o�v: ; i5�' —�Gdtlons Per Ddy(GPC} Tlote: The estim.ated design t(ow is considered a�eak ftow�cte <br /> incfuding�safery facter. For(cng term perf�rmance, the avercge <br /> B. Sep,ic Tanks: daity ftow is reccmr?ended to be<�C°�of ihis vatue. <br /> !Y�i�imum Code Required Sepiic Tank Capacity: 225G � Gatta�s,ir� !� �Tanks or Compartments <br /> Recommended Septic Tank Capaci.y:(�J� Gat:ons,in �2 �Tanks or CompaKments <br /> � <br /> Ef`tuent Scree�Ec Atarm? tto � <br /> C. tiotdirtg T�nks Only: <br /> ',�fumber Of HOlding Tanks: t —� i��c;''+�i����o�i h�tdtng-z^ks:�GdllOttS <br /> TyFe of H9gh levet Alarm: � <br /> D. Pump Tank t Capacty: ' 2��Gattons ?ump'onk 2 Capacity: �—�vailor.s <br /> I <br /> 2. SYSTEM TYPE <br /> Ty�e oi Soil 7rea:Ter,t ar�Cisr�.ersa�hr�= r�YGe cE Distribu.;cn� <br /> :'Tre?�h ..%3E�d �i�;C'J:."^..- '�` pr_•;r.�., � I ^ ^ .-, <br /> 1 � . c,i i'. ^�='� <br /> v G2vity DiSVibuticn l•J Pfessure Disu'i��iic^-�e���: .i P;=���D s_rbutic^-U„ el <br /> �L�rio �. . :Tani :��^,tr�s ' ; <br /> `$election Req�ired Se�cF:^n?rk�lev=j �CO ft <br /> Syst�m Tyce � Be�chmark Location:� Stake by site <br /> k <br /> � – i TYpe of�i5tribULior R':edia: <br /> � �-:�I �Tti���� t�–•.rz!�� ❑�)'RRe IV []'yp�`i � � Rock ! <br /> � <br /> 3. SiTE EVALil.�TlON: <br /> �, Depth. to Limiting Loyer: 20 iin f�.7 �ft E!evation c Locaiion of Limiting Layer: 95.4 `� <br /> r-- <br /> B. Minimum re�uired separation::�—��� i 3•� �ft �o�ation:� B" j <br /> j�-- <br /> g, tdeasured Aercent Lcnd 5(ope:� 53.0 �:_ G.0 Code Maximum Depth of System: •1b in' <br /> C. SOiI i extun: � Cldy Loam } Perc P.ate: 25 �M?'• 'if value is nega:ive a mcur.d is r�uired <br /> D. Soil Hydrautic Loading Rate: �a•45 ��.Ps�,:f:` 'e. Contour Loading Rate 'z•4 ;GaUf; <br /> 4. DESIGN SUMMARY <br /> Trench Dzsign Summary <br /> Dispersal Area ---;ft` Sidewall Depth��in +renc�:b',�iat^�_�in <br /> Total Lineal;eei� �ft 'dumber of Trenches�� Code Maximum Trench Deptn�_�in <br /> Des;ner's h�ox Trench Depth�in <br /> Bed Design Summary <br /> A.bsoration Area���fr'" Media Below Pipe��in Code;^�',aximum 3ed Geptht �in <br /> Bed Width��ft Bed Length��ft Designers Max Sed CepthUin <br /> Moun�Desi3n Summary <br /> r-- <br /> Absorption Area to38 fi2 3ed Ler,�th' b3 `t 6ed Width 1p,0 ft <br /> Absorption Widthi �5.0 ft C�ean 5and_fti 1,3 `� Berm Width (slope Q-ii�)��ft <br /> r-- --� <br /> Upslope B2rrn Width g,b ft ocwrstope aerm wi�cr�i z4.3 ft Endslope Berm 4vidt� °b.5 ft <br /> Toia!System Length1 g,.1 �ft Tota;{}�stem�'.`idth q2,q f: <br />