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� . • P�.JI�� �����'I'I�I� �R. ��I��7�i� <br /> 1l< ����1"'1fl1flY�� �3Lld%i� �����gt�1; <br /> , �. GIl"�IlVIl��7 �1S�%'��1.RtIl�flll � <br /> 1. Minirr�um required discharge is 10 gpm <br /> 2. 1Vlaximum suggested disdlarge is 45 gprn. For other <br /> establishments at least 10%greatei- than the water su ply ra�te, <br /> Ut1t no faster ihan the rate at which efflu�ent will (low ut of th�e <br /> disri-ibution device. ;_ ; <br /> lE�. ��'tf'��P��'� �&S1�II"flR7gfl�fl�Al <br /> See �ressure clistributiof� work sheet <br /> ����ru l� ��- �3 �e����e� ��ng���y c����i�,ye � ) ��Il-� <br /> f�e ����ICHfl�g]C�c�_�7�.IlfiT�� ����� �'���.A�IC°�B�'Y�BAut�o <br /> A�. Elevation difference between ptunp and poult of dis�har e? soil treatment system <br /> I �, feet �point of discharge <br /> poVa'Dp°[°Qo`. M p��1 <br /> 1�. Special head requirement? (See Figi�re�at right- Special Hen Reqiiirements) total�,ipe <br /> .5� feet length <br /> - �s � 2A.elevation <br /> inlet ;=`- difference <br /> �. Calculate 1_Friction loss ; pipe •'�'�, <br /> ' �; ------- -- -� <br /> 1. Select pzpe diameter a, u� '- " <br /> .......... ....._- <br /> .::...:....::....:, '�� <br /> � <br /> �---------------------------- ------ ' �- <br /> 'Z. Enter Figure E-9 with �m (1A or �) anci pipe diamete (Cr). , <br /> Read frietion loss u� fe�t per 100 feet frorrt Fi�ttre �-9 Sp�c;ial He�d Requir�rrients <br /> Friction Loss =_�. (A ft/100ft of pipe Grayity Distribution 0 ft <br /> 3. I�etef-Ynine total pipe length fi-om puinp discl7arge to s il treatrnellt Pressure Distribution 5 ft <br /> discharge pou�t. Est`imate by adding 25 percent to pi� lengi:h�oi- <br /> fitt-iizg loss. Total pipe length tunes 1.25 - equivalen.t� ipe le:r��th <br /> __��feet x 1.25 - c"��k� feet �=9: Fracfinn Lo�s ira Plasfic f'ip� <br /> �. CaIculate total fAicHon loss by rrtulti�lyimg frictiori Ioss C2) ��� ��4�4`��� <br /> in#t/100 ft by the equivalent pipr�length (C3) ancl divi e b 100. ������� <br /> ____�(� ft/lOUft x � �Ir� y � ��iP� d's��r��t�e <br /> =100 = -_�__�_ft 4iow ra$e l.b" �" ��� <br /> p,�n <br /> IC�. Total head req�iir��d is the sum of elevation diff�rer�ce O, special 2�' 2.41 OJ3 0.11 <br /> h�ead requu�eme�zts (�), and total friciion lc�s. (t,�) 25. 3J3 l.l 1 O.l b <br /> __.� � �t+_ �� --ft+__�__rt - 30 6.23 1.55 0.23 <br /> `�"�y��� ]�Q��l�� r�r !�--¢�,Q,� 3`�. 6.9c5 2.Ob 0.30 <br /> - __ - - _�.,� 40 8.91 2.64 0.39 <br /> :�d 1��IlR�ll]� �����ilg��� ---- 45 11.07 3.28 0.48 <br /> - _. 50 13.46 3.99 0.58 <br /> 1�pLunp znust Ue select�d to deliver at least_��_�pm 55 4J6 0.70 <br /> lA or}3 wilh at]east �'� 5.60 0.82 <br /> � ) __�Z f�et of total head (2D) 65 6.48 0.95 <br /> a�� `�"' - 70 7.44 1.09 <br /> I hereby c.erlilj� that I have com.leted this wark vz accoi�dar�ce w th applicable ordinances, rule.s and laws. <br /> _�-,..-�..� r� �1 �-r'` �' 4.,._,�_,. (si alure o�..`�`� � <br /> --�-= � ) - --(license#) 1 � o��,--p (date) <br />