Laserfiche WebLink
PIGGY •ACK PLUG IN WEATHER <br />PROOF ENCLOSURE R LOCATE <br />ALARM WINE <br />FROSTPROOFfNV THE <br />DOW Box <br />IN /OUSE KSfMENT <br />MANHOLE COVER SECURED <br />TO PREVENT UNAUTHORIZED <br />DISCH.+RGE PIPE <br />12' SOIL COV[R <br />POWER SUPPLY <br />ENTRY <br />PLACE A ROCK ENVELOPE <br />14- tl��dA o=r". <br />POWER Cd10 <br />24'MANHOLE <br />AROUND DISCHARGE PIPE <br />5/4 Vz <br />FROM PUM <br />�E <br />T pwq <br />TEO 0 <br />- <br />ROCK SHOULD BF TO 2 <br />INCHES IN DIAMETER, WITH <br />r- <br />3MIN. FROM BOTTOM <br />�� <br />WATER TABLE OR Cly <br />- UNION OTHER <br />NO SAND COVER WITH A 2 <br />LAYER <br />_ <br />� ALARM FLOAT <br />DI <br />FIITIN', DISCONNECT <br />THICK OF <br />R ON SEHORA7E <br />ELECTRICAL CIRCUIT <br />INCH SHEET <br />EXPANDED POLYSTYRENE <br />RESERVE CAPACITY <br />WHEREVER POSSIBLE MAIN - <br />AFTER ALARM SOLIDS <br />—TREATMENT <br />THIN A GRASS COVER OVER <br />SOIL TREATMENT <br />AREAS FOR TYPE I MOME56 <br />t� <br />AREA <br />TOP OF TRENCH AND ALLOW <br />- <br />_ START LEv_E� �._ �_ _ _ �� wEEPHOLE FOR <br />SNOW TO REMAIN IN PLACE <br />REQUIRED SOIL TREATMENT AREA <br />3-] <br />-' CHECK VALVE MAT <br />CHECIIAAINVALVE <br />E <br />WHEN SNOW COVER IS LIGHT, <br />IN SQUARE FEET PER BEDROOM <br />_ kEyEL 9_ <br />BE INSTALLED IF <br />PLACE A 6 INCH HAY OR <br />PERCOLATION <br />__SMUT79U _ <br />PIPE TO TREATMEnr� <br />AREA 15 FRC`.T <br />STRAW LAYER ON GROUND <br />RATE IN <br />TRENCHES <br />11•- IB• MINIMUM DEPTH <br />PROOF <br />ABOVE PIPE <br />NICU TES PER <br />O <br />DE QF IIqq���� r <br />SEEPAGE NTH <br />� <br />_ - ----- — <br />BEDS DISTRIBUTION PIPE. NrC►ES <br />E CAPACITY <br />75 GALLONS <br />6 12 is 24 <br />BACKFILL -- <br />_— <br />EXPANDED - <br />FASTER <br />PUMPING RATE SHOULD NOT <br />EXCEED DROP 80X <br />POLYSTYRENE -6, <br />THAN 01� <br />_ _ _ <br />OUTFLOW CAPACITY OR 45 GALLONS <br />PER MINUTE <br />DISCHARGE s' <br />0 1 TO 5 <br />125 125 100 BS 75 <br />(2700 GALLONS PER HOUR) <br />PIPE — e' <br />PUMP DISCHARGE HEAD MUST <br />BE ADEQUATE TO <br />ROCK 2'12 2'/z DIA <br />6 TO 15 <br />I90 190 150 125 115 <br />OVERCOME ELEVATION DIFFERENCE BETWEEN THE <br />16 TO 30 <br />250 250 200 165 150 <br />PUMP AND DISTRIBUTION BOX <br />PLUS FRICTION LOSS <br />IN D'SCHARGE PIPE <br />31 TO 45 <br />300 300 24C 200 ISO <br />46 TO 60 <br />330 330 265 220 200 <br />LIQUID CAPACITIES OF VERTICAL CIRCULAR TANKS <br />SLOWER <br />-- <br />THAN 60t� <br />INSIDE DIAMETER OF TANK <br />GALLONS PER FOOT <br />IN FEET <br />OF DEPTH <br />o SEWAGE FLOW - 150 GPD PER BEDROOM <br />TO DETERMINE THE LIQUID <br />t) �PEOAL DESIGN SHOULD BE USED TO PROVIDE ADEOUATE <br />1 5 <br />130 <br />TREATMENT ANC <br />ABSORPTION OF EFFLUENT <br />20 <br />235 <br />CAPACITY OF ANY TANK. FIRST <br />DETERMINE THE SURFACE AREA <br />2 5 <br />37 0 <br />OF THE LIQUID MULTIPLY <br />30 <br />530 <br />THIS VALUE BY 75 (GALLONS <br />4 O <br />94 0 <br />PER CUBIC FOOT) DETER- <br />RECOMMENDED AMOUNT O� EFFLUENT TO PUMP <br />PER CYCLE IS <br />25 PERCENT OF DAILY SEWAGE FLOW. <br />5 0 <br />147 O <br />MINE THE TANK LIQUID <br />MINIMUM AMOUNT OF EFFLUENT TO PUMP PER <br />6 0 <br />21 3.0 <br />CAIN GALLONS PER <br />CYCLE IS 75 <br />GALLONS <br />F <br />FOOOTT OOF DEPTH <br />FOR EXAMPLE, A CIRCULAR TANK WITH AN INSIDE <br />DIAMETER OF 4 FEET HAS 94 GALLONS OF LIQUID <br />CAPACITY PER FOOT OF DEPTH <br />TO PUMP 200 GALLONS PER CYCLE, THE PUMP <br />CONTROL SWITCHES WOULD NEED TO BE SET 21 <br />(200/44) FEET APART <br />UN!VERSITY O► ""'IdEW"a <br />E><TENSON_A_GRICUL_TUR_A_L CNGI-AERING <br />101 <br />PUMPING STATION _I. <br />