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. A Redargle a�ea=L z W ' <br /> �� R x ft = 0 ft2 �� <br /> B. C�de aree=3.14 x redua2 <br /> 3.0 x �A- 0.0 � <br /> C. Get area 6an mmx�ac4u►e __�ft Radk�s <br /> 2. CaiaiM�geNorK per inch <br /> Tl�e are 7.5 geMais per wbic foct d voMNee.tliere(ae mid�pyr�e aree(tA,B a C) <br /> times tlie aaweision fedor and dnide try 12 ind�es per bot to cdoulaEe gelan per�d�. <br /> S1w(aoe area z 7.5 I 12= 0 1l� x 7.5 / 17n1ft = 25.0 gaMot�per inch L��Tellk: <br /> 500 g�lons or <br /> 3. Cala�e tctal ta�dc vop�ne 1007L tlte d�ly fl� <br /> A Deplh fian boltam af idet pipe to fenk botlom = ��n ���9�� <br /> 8. Tatal taNc voN�ne=dep0�6an bollan d iNet pipe 10 dr�c bui�om(3Aa x galfin(2) <br /> = 52 n x 25.0 geUfn = 1300.0 gaNa�s <br /> 4. Cala�lel9 gala�s b oorer prnp(wi�Z�indbs d waler coveriig Pump) <br /> (Purtp and bbdc +2 indies)x gelon pa inch <br /> ( 10 + 2 in)z 25.0 gelRn = 300.0 9eYons <br /> S. Cela�ete toEai pirnpout vohRne <br /> �A Select�aine fa 46 doaes�GeN�m doee=9pd(ses�g�xs A-1)/do�s per da�r= <br /> �°'"'_J gpd � �=-.�doeesMa�' = 120 galons <br /> A•16tlm�6ed Sewape Rows�OPO E,20 Vohw�d Liquid in Pipe <br /> AN�rnberaf ��� W�p�� <br /> Bedroon�s qass 1 Class II (�as III (�Ss N a� <br /> 2 300 225 180 6096 of 1 0.045 <br /> 3 450 300 218 the 1.25 0.078 <br /> 4 800 3T5 256 veh�ea 1.5 0.110 <br /> 5 750 450 294 in tl�e 2 0.170 <br /> 6 900 525 332 Gaas I. 2.5 0.250 <br /> 7 1�0 600 370 II at II 3 0.380 <br /> 8 1200 675 408 � 4 0.660 <br /> 6. CalaY�e drainback <br /> 1, DeOenme�otal pipe le�glh 65.0 ft - •�- <br /> 2 Dele�nrne�qidd vnluae ot pipe, 0.17 g�IIR(see igue E Z� , -' <br /> 3. Dr�adcq�Yty= 65.0 8(581)x 0.17 gaUft(5B2)= 11.1 9� irl�7 "-•:•�`:•�`-=-`e"""`:� �`� <br /> C. 7otal pianp aut voYnte=dose w6Nne(51►)'drainbedc(5831 �i*� .. � <br /> « < <br /> 12p gatlor�s+ 11.1 gaYona= 131.1 gai �,�I _ , � <br /> Eca _:,,i}7•:��v s <br /> ii' • <br /> 6. Cata�e Ilo�sepaiation d�ios(usng�al q�nipout voMime) �`� _ <br /> TatalptmipoutvohNne(5C)/geYhch(2) " - .........-••• . ` <br /> 131.1 ga1 / 25.0 galfin = 5.2 inch '� 'F^�r'.��:Ii" f... � <br /> " :Cr:tiCY'' � <br /> �i i <br /> cc <br /> 7. CalaAale vaNa��e fa a�rm(rypicel�r 2-3 indies) - <br /> Alaim dePU�(inchl z 9allor�fndi(2� ' (-3�� x 25.0 galfn = 75 9al <br /> 8. cata�la6e total gallona=garons wer a��P(4)*9�w�x)•�� <br /> 300.0 gal + 131.1 gel + 75.0 gel = 506•1 9a� <br /> 9. To�l fanlc deplh=�olal 9allor�s(8)/9a�onfin(2) <br /> 506.t getlons! 25 galfn = 20.2 n <br /> R�ooauMnded <br /> Calaiabe reeene cepadhr(I596 of Ihe dsly flow) <br /> ' Aaw x 0.75 = 800 z 0.T5= 450 <br /> 1 her�!►y oer�r tl�al I heve oampleled wie wak in acaadenoe w�h aA appicabts adher�ces.n�es and Nws <br /> (�) ��l �� Ls�' (�) <br /> Page 1 of 1 <br />