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Iwr.. BY. Ma. �» »E•MP <br />rp(A ETl( MY 4;'FI V%1rl <br />I�O/9P[P wwu - <br />-L__._ -. conrKDL WmE_._ <br />1%P'RwroFDwlx wMl <br />I•M i.4V IIWI yN YNWrI <br />I fIC0PI[4 (KKWf <br />RI (~I, <br />M TE» 4MM SRYNq <br />T� <br />R ww-ar y[vEL p. <br />�H! T MiNiY.Y mol. <br />iiwt�� S�uaHl� <br />4aNM »iM <br />GALLONS PER FOOT <br />OF DEPTH <br />K.ME CMtP YCIVRO <br />FROSTPROOFING THE <br />Io FWH:NI WMNr10PM <br />DISCHARGE PIPE <br />FIN, <br />370 <br />30 <br />550 <br />PLACE A ROCK ENVELOPE <br />940 <br />50 <br />AROUND DISCHARGE PIPE <br />60 <br />2110 <br />ROCK SHOULD BE V. TO 2 11, <br />75 <br />_y�jp1(1NtnQ1IX1pDTNNyET�T <br />INCHES IN DIAMETER, WITH <br />ISO <br />ISO <br />125115 <br />NO SAND COVER WITH A 2 <br />16 TO 30 <br />250 <br />rTTW4-T <br />INCH THICK SHEET OF <br />165 <br />150 <br />SI TO 45 <br />EXPANDED POLYSTYRENE <br />300 <br />2A0 <br />f <br />WHEREVER POSSIBLE MAIN- <br />46 TO 60 <br />�1oP&M{NI <br />ME1 <br />TAIN A GRASS COVER OVER <br />265 <br />220 <br />TOP OF TRENCH AND ALLOW <br />SLOW <br />WI (PARA TVM <br />SNOW TO REMAIN IN PLACE <br />DLYNINK., UX <br />- MC. NPE Mb <br />WHEN SNO'N COVER 15 LIGHT, <br />HANE60A <br />nl RAuufO V <br />10 <br />M <br />keel., <br />PLACr A 6 INCH NAY OR <br />.5 'P ' <br />STRAW LAYER ON GROUND <br />ABOVE PIPE <br />PUMPING RATE SHOULD NOT EXCEED DROP BOR <br />OUTFLOW CAPACITY OR AS GALLONS PER MINUTE <br />(2100 GALLONS PER HOUR) <br />PUMP DISCHARGE HEAP MUST BE ADEQUATE TO <br />OVERCOME ELEVATION DIFFERENCE BETWEEN THE <br />PUMP AND DISTRIBUTION BOX PLUS FRICTION LOSS <br />IN DISCHARGE PIPE <br />LIQUID CAPACITIES OF VERTICAL CIRCULAR TANKS <br />IMIDE DIAMETER OF TANK <br />IN FEET <br />GALLONS PER FOOT <br />OF DEPTH <br />I S <br />IS0 <br />20 <br />233 <br />25 <br />370 <br />30 <br />550 <br />AO <br />940 <br />50 <br />I4]0 <br />60 <br />2110 <br />TOP EXAMPLE. A CIRCULAR TANK W11H AN INSIDE <br />DIAMETER OF A FEET HAS 94 GALLONS OF LIQUID <br />CAPACITY PER FOOT OF ULPTH <br />TD ('UMP 200 GALLUNS PER (TILE. THE PUMP <br />CONTROL SWITCHES WOULD NEED FU BE SET 21 <br />I.-'I,.I FEET APA..T <br />&ACKFppIELELLp <br />POLTS�TYRENF. <br />DISCHARGE W <br />FIFE -- r <br />ROCK n/••- 2'/i DIA - <br />TO DETERMINE <br />THE LIOUID <br />CAPACITY OF ANY <br />TARN, FIRS - <br />DETERMINE THE <br />SURFACE ARr;c <br />OF THE LIQUID <br />MULTIPLY <br />THIS VALUE BY :: <br />(GALLONS <br />PER CUBIC FOOT) <br />TO DETER- <br />MINE THE TANK <br />LIQUID <br />CAPACITY IN GALLONS PER <br />FOOT OF DEP•H <br />BS <br />DROP BOM <br />Y soK r'E•__ _ <br />M' S'/' D�. WC. <br />POM PU� L DRAIN Ty` OR R" <br />r y PERFORATED PLASTIC PIPE <br />3'MIN FROM BOTTOM OF TRENCH TO <br />-�-i WArEk ATER TABLE OR CLAY OR ROCK <br />SOIL TREATMENT AREAS FDR TYPE I HOMCS6 <br />REQUIRED SOIL TREATMENT AREA <br />IN SQUARE FEET PER BEDROOM <br />pTEWLFR��ION TRENCHES <br />INCH RR gEp <br />BQS� 0R84 <br />UTpc IEX BELM_WKS <br />i 1 12 I 18 1 24 <br />FASTER <br />THAN OI P <br />— <br />— <br />0.1 TO SIRS <br />125 <br />100 <br />BS <br />75 <br />6 TO IS <br />190 ' <br />ISO <br />ISO <br />125115 <br />16 TO 30 <br />250 <br />250 <br />200 <br />165 <br />150 <br />SI TO 45 <br />300 <br />300 <br />2A0 <br />200 <br />1B0 <br />46 TO 60 <br />330 <br />330 <br />265 <br />220 <br />200 <br />SLOW <br />HANE60A <br />Y--. "r .ISO w HP AT . <br />•S'HO-1 DESi4N Sq 00 WE OSEA M FKFMSE M PWI <br />IRE.TMENI " XXHX,H.,N X, [E(µENS <br />RECOMM'NOEO AMOUNT OF EFFLUENT TO NMP <br />PER CYCLE IS 25 PERCENT OF ONLY SEWAGE FLOW. <br />MINIMUM AMOUWT OF EFFLUENT TO PUMP PER <br />CYCLE 15 75 GALLONS <br />PV MHK swM <br />