15-16472 - Laserfiche WebLink

Browse Search

G�r��se. l�terc�p�oir�,�.�oo- �oi:,�eries ,� `. . _ . � � � _�� : ` :� - �` � . p — 2.50 " T(P �Non-Skid Caver ~-- Alr Rellef . � Cleanout Plug - —A- INLET Water �a''h OUTLET � — .._ _ � .------- ---------------.f__irne-- --- ------ � E B F-Body Width _ � QPkS tlREA$8 Fi4. Fi.OW CAP a N0. RATE LBS A B C D(L8N0 E HBiG K DT ptu 806�p2-0� 4 B QY 87/8' 2314' 121/4` 9518' 73' 17/1` 84Q-42-0T 7 14 OT 73/4' 3 V4' 135l8" 77' 1412' 11/2" 8A0-02-'!0 10 � 02° 8374" 35t8' 45" t23t8' 158t4` 1112' 600-02•18 16 30 02' 11 114' 3 7!2' 17 3f8' tA 3/4° 181/4' 1 112" 8�-03•20 20 �0 03' 123/4' 4' 103l9' 163/4" 2D1/4' 17 COQ-63-25 2S 5U 03' 14 7!4' 4 tB' 21" YB 3tB' 21 3J4' 1 1P2' 80Q-Q?-35 3b 74 03' 14 1t2' #}t2" Y13t8° i9° 231t4' f iJ2" BDO-03-5Q 50 100 IX!• 145/2° 61q' 316/8" 193/4' 231/4' S12" LOW TYPE &41-63-2U 20 4Q 03' 7' 33l4` �9 1M«' 7�i/Y 2a y6° f!2° 80t-03-35 35 74 6:i' T 4 3td' S2 ilR' t1 3t4" 28 91<' t 112' '-,,,,,_, BO1-03-50 60 100 03" 10' 6 15I18" 50 1/4" 16 16fi6' 28 3!4 1 12" td4TE:Dtmensbnai deta ia su�sct to manuEactwlnp toierancee end change wtihout notice. � �, � � � « ■ � . � . . � � �� rease interespfor is necessary where tat, oii, grease, Wafer drainirtg to #he interceptor passes through a (fOGI or other similar line clagging contaminan4s are present flow controi fitting which regulates the velacity of the water to the capacity in waste water ihat must be disposed of through the san(tary system. of the Interceptor.As the water enters ths mterceptor at this controlled rate af f1ow, it is free o# furbulence, 1# #�en passes aver separa#or baffles which are positioned to insure that fat, ail, and grease are Preveniing grease from entering drainage I�nes shoald aiways_ ef�ciently separated irom the waste water. Qnce separated, these be consfidered when deslgning the plumbing drainage system contaminants r'sse to #he surface af the water in the interceptor in any residential ar commercial building having facilities for the by natural flotatipn and are accumuiated unbl removed. The waste pte�aration and servir�g of faad in quanMy. tn these lnstaliatians,whe�e fat and water, naw rslfeved af aver 90°to of contamine�t oi! and grease, grease are a byproduct,an efficient 8Qd Series interceptor shouid be installed continues ta flaw thraugh the interceptor into tfie to prevent this materfal from entering the drainage lines. sanitary systems, b � • , d . � STEP 9 Determine the cubfc mntent of the fixture by mtritiplyfng tength x A slnk 48'tong by 24"wlde by 12'deep wldth x depth. Cubic content 48 x 24 x 12=13,824 cubic in� STEP 2 Determine the capaclty in gallnns. �onkents 1n gaLs. 1 2314 a gq.$gals. i gai.m 23i tnbfc Enctres. STEP 3 Determine actual drefnage load.The ilxture is usually filltd to ebout 757G of capncity wfth wute water.Tht items being washed dlsplace Actuat Drainage Laad.75 x 59.8 gats.a 44.9 gats. abaut 25%of the ftxture content.Actuat dminage toad=75;K of flxture capadry. STEF 4 Determine the fiow rate artd the dratnage pertod. !n generat, gcad ��;CUtate flow rnte for 1 mtntrte pertad. ' pracfices dictate a one minute drafnage period,however where cond#- ��„�at¢ d.t.4 Ratr_„,�,},q GPM tlons permit,a 2 minute perlad is acceptabla.Dralnage pertod 1s the ��, actual Hme required to completely empty the fixture. For 2 minute perlod Ftaw Rate= Actnat Drai»age Load Ftow 3tate M.4 eats.n 22.5 GAM � Dralnage Period 2 Min. '�... STEP 5 Select the lntet�ceptw which canespands to the llow rate cnlcula#+ed. For 1 minute period hlote-5etect 2arger siae when flaw rate fatts between two siies tist�d.� �•p UPM requfres a flg.8�-03-54 � For 2 minute period 22.5 GPM requires a F1g.800•03-25 a� . —