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,/+ � <br /> , y � j �' � <br /> ' �'G''�a� � '� <br /> �.•..,,;,..:�,.,.��;IIi}itOrl OSTP Desi�n Summary Worksheet � � :: s,�,.� <br /> c�nt,o';;�=-�Sr_, <br /> Property QwneNCEient:�St�ve Anders�n,'Denali Homes Rrojeci ID: —�v 12•68.06 <br /> Site Addrass:�5'i Fer'Eaate Road NaRh,O�ono,!�N 5�391 � Date: 3�1 R;`15 <br /> 1. DESiGN FLOW AND TA1VK5 <br /> A. Design Fiow: 's75 Gations Per Day(G��} Note: The estimated design ftcw is consid2ged a peok f(ow rate <br /> irctuding a safety fador. For l�ng term perfcrmartce, Che ctverage <br /> B. Septic 7anks: doi(y�law is recommended to be< 60M"of this vatue. <br /> ?,�inimum Coee Required Septic Tank�a;�a�ity:j L"t�� � Galicns,in �Taaks or Compartmenu <br /> R2cemmendec Septic Tank Capa�ity: 3�� Gallons,in �7anks or Eompartments <br /> Efftuent Screen&Atarm?# ::o <br /> C. Notding Tanks Oniy: <br /> hlumber of Hol�ing Tanks: L ; Totai Yo!::me of Hcidirg�anks:�Gaitons <br /> Type of High Levet Atarm: � � <br /> D. Fump Tank ? Capacity: ��� GaUons ��m,p Tor.k 2 i.apac�ty_ �jGallons <br /> Z. SYSTEM TYPE <br /> Tyoe of Scii T2ats*�:enr ar�Dspersai A-_a' � �^y�pi DiStrii�u�n` <br /> �Tr2fKh .� 6eJ C MQL'nc.' i.t G2d2 � <br /> r'=; .1 Gavity Di5si6u:ior � '��cre��;��c^-�e,�2: ., r!esx;2 Cis`-�u!:cn-�J^ic�:ei <br /> �� Cr., ��Hotcirg sanl V'G�'� � <br /> `Se[ection Re�uired Benthmaric Elev=� 10� ;ft <br /> System T ype Ser�hmark Location:�—Stake oy site � <br /> � Type of Distribution!,1leaia: <br /> G?yPe I ���e I; ��Y�= „�,�TY'Pe I''1 Q���' Rack � <br /> 3. 5lTE EYsiLUAT{ON: <br /> q, u^epth to±rmitrng Lnyer: 20 iir, i.7 ft E:evation tt Lotation af?Tmiting Layer. gb,� �fi <br /> B. Minimum required separatior.:;3�—�i" ��3•4�ft i-etatiCn:i 81 <br /> g, Measured Percent Land Stape:`:. i 3.0 �°; D.Q Cod2 Naximum Depth of System: -16 �in' <br /> r---� <br /> C. Soit Texture- � Clay Loam Perc Rate: ; 26 �l�`'�" `zF va�ue is regativa a mc;:�"ss rcyoired <br /> D. Soil Hydrauiic Loadirg Ra�2: �� 6-45 �GPd<ftz E.Contaur Laading Raie 12•Q ,at%`t <br /> 4. DESIGN SiltsiM,4RY <br /> Trertch Design Summary <br /> '--� - Trench Width!�in <br /> disper�al Area� yft` Srdewai[Depth��in , I <br /> To�al Lineat Feet�—�ft Numbr of Trenches�—� Cade Maximum Trench Depih --�in <br /> �esigners Max Trench Depth�in <br /> 8ed Design Summary <br /> A�s�rptior Area�{ft` Media Below Pipe��in Code Maximum Bed De�th�;in <br /> r------� r---; <br /> Bed�.vidth! ift Eed LengthL ,ft Desigr,e�s?�ax Bed Depih�in <br /> Moans4 Design Sumrnary <br /> Absorptian Area+ 832 Ift2 32d length 32 if} Bed`h�d:h' 10.G ft <br /> Abso.*ption Width� 26.0 �f: CteanSand Lif[ ?_3 ft 5erm Width �s.opeQ-1�o} �rt <br /> Upsto¢e B2m�t Width�� 7,4 �fi Downstop2 Serm Width 28.9�ft Endstope Serm Wid[h ;6.5 f� <br /> Totai Sy�tem Length 65.� jft Tatat 5y�tem Width,�.4 jft <br />