Agenda - 08-27-2012 - C1 - Laserfiche WebLink

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38.3.6 An Autha�-ization to Cons�ruet sk�all be zsstzed fhat addresses eaeh campanent of the remote systeixa. Aut�arizations to Constnxct�irnited portions of'the system{i.e. s�ppiy Iines, ni�rification�elds, taz�ks and ap�urtenances}may be issued provided �hat the en�zre systeam is installed, tested, and a�aproved prior to ��e issuar�ce af the Operation Permit. Supp�y Iine network(s) require an Authorization to Co�st�uct�hat acldresses installafion a�'�he entire network at one time. 38.3.7 A11 system campanents shall t�e installe�t by a contractor who is registereci with Oraa�ge Coun�y Health D�partment. Prior to issuance of an operation pern�it for a z-ez�r�ote system aI1 af the fbllawing criteria shall be met, as applicable: • A contract for opearatian artd maintenance shal�be e�cecuted between the system owner and an ORC as zequireci in accardanee with Rule .1961{b) and Section VII of t�is document and sha��remazn i�e�fact as lang as the syste�xa is in t�se � The �inal tri-party agreernent sha11 be executed and recorded at the Regzster of Deeds office • All inspections as required by the LHD shall be coznple�ed • For syste�s or system coampozae�.ts arequired to be design.ed by a prafessional engineer ar an au�horized design indi�idual, the owner shall submzt a�rri�ten certificatian signed by tY�e c�esigner tY�at the sy�tem was installed in aCCOrdance vvith the approved p�ans and specificatinns • All in�.ivzdual easement areas shall b�surv�y�d and marked with permanent amon�amer�ts tha� are cXearly laY�eled as to�he easerne�� a�rea and t�ie lot i� serves. Monuments shall xzaeet z�ni�i�nuna surveyzng standards in accarciance wzt�the appendxx. 38.4 Sys��ar� S�zing a�c� Design Griteria 38.�.1 Septic Tank: The septic ta�ak s�all be designe�. and.constructed in aecordance with Rule .1952 and .1954 and sizecl in accordance with .1952 (b) {1}. 38.4,2 Pump Tank: The pum}� dosing tank volurr�e shall be not be less than the required septic tank volume and shall also provide for: • Minim�ran puxnp s�bme:rgence z�equi;remer�t: E�`fl�e�t valume t�at cavers the pum� and the pump hausi�g, or i� accordance wi�h pump znar�ufactuz-er°s suggestioz�s, but in z�a case shall �ess than J.2 inches of effluent remain in�he tanlc at all times. The pump intake sha11 be at least 5" fram �he interior hotta�n of the tar�k. • Minimum I]ase Volume: T�e�alume needec��a fill�he nitrifzcation lines to &6°/a o�'their capacity at each discharge except as required for low p�ess�t'e pipe distribution, Modified Systems (.1956), and I &E systems. • High-Water Le�el Alanm: Th.e high-water alarzan��at activates within six inches above t�e pump-on level. • Emergency S�orage Capaeity requzare�ent: Effluent val�tme that equals t�e design daily flaw for�he residenee above the high-water ala� activatian level. 38.4.3 Supply line ._._ ______ __.___�_ Page� of� ..__— Review I3ue I7ate: April 17,2009 Reviewed hy:Envir�onrnental Flealth Directnr