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. . <br /> friction loss and the elevation difference between the�ump and the perforated }atera}s of the <br /> pressure distrihution system, �vhich is minimum af(see�ump sh�et) 1�t - foot head. <br /> The quantity of ef�fuent delivered eaci� purn�cycle shauld t�e at ieast 95 gallons, EIUC IId IIIaS� <br /> than 7� gallons per cycle. <br /> 7'he a.t���.�unt �jt'ef i�t��rFi �i(yFli��.ei ��t�e,}'Cik', li�,�1t;',�ilj1 fl�f ()1� Sl}F I�CC: c`�fY.il flt�Elk'• ;�t��ri�ii���;t�tr►k a�►Ei <br /> the sct�ing c��thc �:�mp st�rt and stc��. A ceiatively lar�e pum�ing tank surtace area is nee�c� <br /> with a small pump out depti�. <br /> Ther�are s�veral pumpittg situations tttat catt b�u.�ec�v��ft�t this on-site sewag�treat.ntent sy�st�m. <br /> These situations should be in concurrence witit i►,c��utt�y C}re�f�iai�ce, iviPCA Rule 7t�SU,azYci <br /> the contr�ctor inst�llin�;th� �ystem <br /> I��spection Ni�e <br /> A vertical inspection pipc, at least 1 !/2 inches in diametcr to the battom shall bc installed in the <br /> roci: layer ot'tE�e �fie�unct. 'I'he tttS�SL'C�Jt3i1 i�lt(tk'. ��1�3�� E1� �f1ChC�(� �t i��l �t1E'�Q�j�Jt1S)�� Sl-f1�il �V{1t;f� {{it; <br /> sewage tank effluent enters the rock layer. The inspection pipe shall have 3/8 inc�, ��- (argcc, <br /> perforations spaced vertically no more than 6 inct�es a}aart. At least 2 perforatio�is shatt be <br /> lacated in the rc�ck layer. The inspection pipe shalt extenc!to the t��ttQm af the rQck layer���ith <br /> an etbow b�neath it and shall bc:c�ppr;c�tl��h with or abave the finist�ec��rad�_ <br />