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��.JI�� ���,��'�I�I`J �'R.O��I��J�i� <br /> ��a ][������nga��ae ��fly�t� �����g��a <br /> , �. ����g�� �i��gn➢��.��n�x� <br /> 1. Minurium required dischaxge is 10 gpm <br /> �. Nlaximum suggesteci discharge is �5 gprn. Por other <br /> estaulislunents at least 10% greaier than t11e water supply ra�te, <br /> btil no fasier than ih� rate at which efflu�ent will flow ottf of th� <br /> disti-ibut�on device. � �� , <br /> lE�, ��Y'c�'��4��'� �&St`�I['���E���IC� <br /> See pressure c�istril�utiorc wo�1c slaeet <br /> ���gxn 1-� �II� k� ������ec� ��n�ra� �����i�,ye ..a 1 — ��p�� <br /> �a ����a'Il11�gII��_��nIIl�� ���a�� �'���.�A�°eII���Hg���e <br /> A�. �levai�on difference between plunp amd po:ult of dischal-g�? soil treatment system <br /> /Jr feet �c point of discharge <br /> do�°°D�.°q^i.� !U J <br /> l�. Special head requirement? (See Figi�3�e nt right- Specic�l Hend Requir�eitzents) total pipe <br /> � len th <br /> --� f Pe� ' �r � 2A,elevation <br /> �`. Calcula,te �riction loss inlet_;:':`��"""''`'� difference <br /> piPe `� <br /> 1. Select pzpe diameier �•<� �� � �� <br /> . .. <br /> u1 - ,: <br /> •: <br /> . ....-�- ......_. <br /> .. ... ,.e,�_ <br /> : <br /> .:....:....:.......:; �---------------------------- ------ s.,t <br /> `➢. �niei-�'igut-e E-9 witiz gpm (1A or �) and�ipe dianlet�r (C1). � - <br /> LZ�ad fri�ction ]oss ia� fe�t per 100 feet frorr►Figttx�e ]C-9 Special He�d ►dequiremen$s <br /> Friction T oss =�--1� �� ft/100ft of pipe Grayity Distribution 0 ft <br /> ;3. I�eteT-�nine total pipe lengttl h�oin p�mp discharge to soil treatanent Pressure Distribution 5 ft <br /> discharge pou�t. Est�mate by adding 25 percent to pi�� le�tgl:h�or <br /> fitting loss. Total pip�length tunes 1.25 - equivalent pzpe ler�gth <br /> t r?�`� feet x 125 = '�,) a� feet <br /> �=9: Fractinn Loss ira PI�sPic �'a��e <br /> P�r 1�l�6¢�eP <br /> 4. Calculate total fxictiori loss by multi�lyizig fx-ictiori loss (C2) ��me��� <br /> in¢t/100 ft by t}-te eqt�ivalent pip� lengtll (C3) ancl divide by :�00. �ipe d's�rr��p�e <br /> = s•f�t� ft/lOUft x ';;'!``•, -100 = �% ft fiiow �a9e 1.5,� ��� ��� <br /> - �,PYI <br /> IL. 'Tofal head required is the sum of elevatic�n diff�r�e�ce (A), special ��: 2.4�1 OJ3 0.11 <br /> h�ead requu-emerats (B), and total friciion lc�ss (d��?) 25 3.73 l.l 1 O.lcS <br /> � :> ft-+-- S --ft-+-_�l' It = 30 5.23 1.55 0.23 <br /> 35 69c5 2.06 Q30 <br /> ���$�� p����� �`� ���� AO 8.91 264 0.39 <br /> -._- ���,_- <br /> �o )I��llR�1�� �C����'11ll��� ---- 45 11.07 3.28 O.A8 <br /> - _ 50 13.46 3,99, 0.58 <br /> 55 4.76 0.70 <br /> 1�puinp ml�st be sel�cted to deliver at l�as�_ �� gpm v� 5.60 0.82 <br /> (lA or 13) with at least 2,c) f�et of total head (2�+) 65 6.48 0.95 <br /> .a�-_� �.�g� ---•-:����� 70 7.44 1.09 <br /> I h%reby c.ertif}� that I have�ompleted this work in accordance with applicable ordinances, rule:s and laws. <br /> ,F' r' ' <br /> �_��� � :,�, � %. <br /> �,— ' (signalure) ��?� __(license l�) �1.�-�r�.C`:7�C:a7 (date) <br />