HomeMy WebLinkAbout15 Soutwest site plans 3QPO
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NEMA 4 JUNCTION BOX CORROSION RESISTANT
EXISTING
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PROVIDE WATERTIGHT RISER, FRAME & LIQUID -TIGHT CABLE CONNECTORS SUPPORTED
1-1/4" PVC JOINTS TO BE MADE
HOUSE&15)
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& SECURED COVER SET TO GRADE BY CONDUIT.
T.O.F.=12.55f
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WATERTIGHT. USE SJE RHOMBUS-JB PLUGGER
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OR EQUAL. PROVIDE ENOUGH WIRE
FF EL. =13.8f
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SLACK TO REMOVE PUMP
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INSTALL 1' PVC CONDUIT TO HOUSE FOR WIRING
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HOISTING CABLE 7x19 STAINLESS STEEL WITH WATERTIGHT JOINTS. WIRE HIGH WATER ALARM
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1/8" DIAMETER / 1,760 LB, STRENGTH FLOAT TO SJE RHOMBUS TANK ALERT XT ALARM PANEL
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ON CIRCUIT SEPARATE FROM CIRCUIT TO THE PUMP.
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INV.(IN)=8.30 2" BALL VALVE (FIELD ADJUST FOR 20 GPM RATE)
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(INSTALL QUICK DISCONNECT FOR EASY REMOVAL)
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2"SCH. 40 DISCHARGE (THROUGH RISER -SEE PROFILE)
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ALARM ON EL: 5.97
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2" 90' ELBOW W/ 1 /4" WEEP HOLE
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PUMP ON EL: 5.47 FOR SELF -DRAINING FORCE MAIN
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PUMP OFF EL: 4.97 20" 2" SWING CHECK VALVE
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BOTTOM OF
2" SCH. 40 PVC DISCHARGE PIPE
PUMP CHAMBER 8
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ELEV.= 3.97 ADDITIONAL 3/16" VENT HOLE (MIN.) ABOVE PUMP FLANGE
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PROVIDE 2- WIDE ANGLE FLOATS: 4 (TO PREVENT PREMATURE PUMP BURNOUT)
FLOAT NO.1: PUMP ON/OFF-SJ RHOMBUS (PROVIDED WITH PUMP)
FLOAT NO.2: ALARM ACTIVATION FLOAT -PROVIDED WITH ALARM PANEL LIBERTY LE40 SERIES PUMP .4 H.P. 115 V
WITH 2" DISCHARGE, OR EQUAL
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(ON SEPARATE CIRCUIT FROM PUMP SPECIFIED)
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PROPOSED S.A.S. �� I
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PUMP AND ACCESSORIES AVAILABLE AT:
18' x 25' LEACH FIELD I
W/3 DISTRIBUTION LINES
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CAPE COD WINWATER WORKS CO., HYANNIS, MA. (508) 862-0166
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NOTE: APPROVED ALTERNATE MAY BE SUBSTITUTED.
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PUMP DETAIL
S.A.S. LAYOUT
N. T.S.
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BUOYANCY CALCULATIONS
20" DIA. COVERS
(TYP.)
ON!
12'-2" 4" 20" DIAL COVERS
H_ 1 0 SEPTIC TANK/PUMP CHAMBER
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BOTTOM OF UNIT EL.= 95.17
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HIGH GROUNDWATER EL.=98.1
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BUOYANCY FORCE PER FOOT OF DEPTH:
12.2' 6.7' 1' 62.4 lbs./cu.ft. 5100.6
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3 g
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4' INLET KNOCKOUTS ':
A A 5' $" �'� 4" OUTLET
x x x = lbs.
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KNOCKOUTS
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MAX. DISPLACEMENT = 98.1' - 95.17' = 2.93'
MAX. UPLIFT PRESSURE = 2.93' x 5100.6 Ibs/ft = 14,944.7 lbs.ARTE
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i I I i 4'-3 SUPPORT (SEE NOTE 3)
f BEAMS LIQUID
WEIGHT OF UNIT EMPTY = 18,852 Ibs.
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I I f ( WALLLAVAILM(TYP) LEVEL
ABLE
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18,852 LBS. > 683 LBS. O.K.
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5"
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4" KNOCKOUTS PLAN VIEW CROSS SECTION A -A
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(TYP.)
DOSING & STORAGE REQUIREMENTS
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SPECIFICATIONS WT of H-10: 18,852 LBS.
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1.) CONCRETE 4,000 PSI AFTER 28 DAYS.
DESIGN FLOW: 330 GPD
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2.) CONSTRUCTION CONFORMS TO DEP TITLE V REGS.
DOSING REQUIRED: 4 CYCLES/DAY (RECOMMENDED)
330 - 4 = 82.5 GALLONS/CYCLE
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310 CMR SECTION 15.226.
3.) TONGUE & GROOVE JOINT SEALED W/ BUTYL RESIN & WRAPPED
DISTANCE REQUIRED BETWEEN PUMP
4.) REINFORCEMENT PER ASTM C1227-93.
ON AND PUMP OFF FLOATS:
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5.) ALSO AVAILABLE IN H-20 LOADING.
82.5 GAL/CYCLE - 125 GAL/FT = 0.66 FT/CYCLE (USE 6")
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6.) PROVIDE POLYMER WATERPROOF COATING
STORAGE REQUIRED ABOVE WORKING LEVEL: 330 GALLONS
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STORAGE PROVIDED:
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INV.(IN) EL: 8.30 - PUMP ON EL: 5.47 = 2.83'
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H-10 SEPTIC TANK/PUMP CHAMBER 1500/500
STORAGE PROVIDED = 2.83' x 125 GAL/FT = 353.8 GALLONS
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WIGGIN PRECAST CORP., BOURNE MA. 800 564-6774
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