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� SIZING OF PUMP STATION <br /> 1. Insert Aow rata 750 IIcnB per day <br /> 2. Insert qallona por wRicel inch frorr►tank manufactura� 23.0 vellona �,er i��cli <br /> 3. C�Iculat� a�tlons to covet purnp 8itiin9 on 4 inCh block with 2 inCho� of watvr <br /> 4 in p�ed + 1 Z ump hgt 2 H20 = 1�0.0_! inches o1 weter <br /> 18.0 H20 X 23 ppi = 414 yalbns to caver p►unp <br /> 4. C�Ia�u1�M �I purnp out volume <br /> a. C8loulata pellons per doae baaed cn 4 pumpin9 interv0ls per day <br /> �S7' `_AOw dividee by 4 • 1�8»7,,t���lloRs p�r doaa <br /> b. Coioul� dr�inbeck <br /> (1) Pump pip� ��e�ptt�a diam�t�r- 10p l�n�th 2_0 in di�rrt, <br /> (2) p�t�rmin� tiquld volume of pipe from chArt psr 1�0 feet =' 17_e�3 <br /> �� r� � pi u�� i� Fr <br /> , �.n 2.eo �.n <br /> �,�o �o.6e �.00 ».�o <br /> zoo i�.a �.m e6.�a <br /> (3) Muitiply pipo I�npth by volume divlded by 100 to 8et drafnback quantlty <br /> 1 .0 X 17.43 epuols 174�.0 I �00 =___ 17 Oatlon� <br /> S_ Cslculete to�tel p�m�pout volume by adding punp dose#4a plus dre(nback�4b3 <br /> 18T.lS eallor� t 17 gpllon� = 205 gellons pumpoui volume <br /> 8. Calc�lab� volurr� for o1�rm based on 3 inches and tank GPI <br /> __ ?,�.Q �Pi X 3 = ��sllons <br /> 7. Cslcul�te pallcn� to cawr pump#3, pumpout volume ►�5, ar�d alerm volume�i8 <br /> 414 plus 205 plus 8g equels 688 <br /> ��albns WITMQUt <br /> RESERVE CAP <br /> 8. if LUC3 raquira 7596 dpily flow as reaetve capacity, <br /> rt�s+v�capiC'h+ = 5�•5_.g�llona <br /> 9. Mlnlmum pump tenk sl2e WITHOUT roserve capacity�quals 888 pallons <br /> 10, Minim�xn pvmp tenk aize WITM roservs capedry equols __ ��50 oallons <br /> 11. Flo�t s�pKttion dist�r�ce equels pumpout volume i�5 diviQ�d by tenk �pi �2 <br /> ,� dividsd 29,0 �pi = 8.g inc�ea to tether floet <br /> P�oE e oR �2 <br />