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373.24' Plot Plan & Septic Design
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382 -5544 428 -5200
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Within Indiana Outside In didna
Per I ridiano State Law IS -69 -1991, it is
against the Low to excavate without
notifying the underground location service
Qs,O\ twoork(2) working days before commencing
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�5�� 26 p�_0 303 9 .8 DOSING A\
ROQ \ 33.00' �r ® 1. 0q 98.7 \
4 1500 GALLON \ \
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ICI 2 99.2
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PERIMETER DRAIN OUTLET \
I _ INVERT ELEVATION = 97.3 \
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94.62'
704.53,
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LEGEND ��� �' _ +�° , °� 7 9 9865 +
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SCALE: 1"=30 ° A
E.P.= EDGE OF PAVEMENT
T.C.= TOP OF CASTING
INV.= INVERT
DRAINAGE FLOW = ----- - .`�`
EXISTING ELEV.= 000.0
PROPOSED ELEV.=
INVERT ELEV.= 0
The subject property does not lie within a Special
Flood Hazard Zone as Plotted by scale on the Federal
Emergency Management Agency. National Flood Insurance
Program, Flood Insurance Rate Map Community -Panel
Number 180081 0007 C. dated MAY 1q. 1981
LEGAL DESCRIPTION
LOT #1 QUEENS MANOR, SECTION ONE, a subdivision in Hamilton County, Indiana,
as per plat thereof, recorded in Plat Book #8, Page 140, in the Office of
the Recorder of Hamilton County, Indiana.
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(000 SCALE)
1/2 HP - MAX. SOLIDS 1 1/2" SPHERE - 1750 RPM
26
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W 20
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GUIDE RAILS
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98.7
MEN
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-FULL AMPS AT 16 115 V.
.• V. 1.9.
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TO FIELD
MEN
0 20 40 60 80 100 120 140 160
U.S. GALLONS PER MINUTE
PUMP DISCHARGE CURVE
HYDROMATIC SP50
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3;Ix 4' CONC. CULVERT
SEWAGE DISPOSAL SYSTEM SPECIFICATIONS
1. Required absorption field system:
a. 3' wide trench (see cross section below)
b. 8' minimum spacing - center of tile to center of tile
c. 834 linear feet absorption line minimum
2. 1- 1500gallon septic tank minimum with access riser
3. Piping specifications
a. 77' of 6" ASTM -D 3034 SDR -26 solid plastic line from house to septic tank
b. 4' of 4" ASTM -D 3034 SDR -21 solid plastic line from septic tank to dosing tank
c. 214' of 4" A`: >TM -D 2241 SDR -21 solid PVC from dosing tank to distribution box
d. 4" ASTM -D '241 SDR -21 solid PVC from distribution box to laterals
e. 837' of 4" ASTM -D 2729 perforated laterals as absorption lines
f. All Hamilton County and State of Indiana Standards to apply
GENERAL NOTES
1. Construction of septic system will be done when soils are dry.
2. System as designed and shown is done with the intention of the
system being installed at minimum depths.
3. No clay fill materials will be placed over absorption field.
4. Finish grading over absorption field will be done to obtain
positive surface drainage away from field. Any finish grading
done in area of absorption field will be done with light equipment.
5. No compaction from construction traffic to be allowed in absorption
area. It is su(Igested the area be isolated by fencing or other means.
6. All absorption field fingers to be placed at minimum depths to
keep system in more permeable soils.
7. Existing elevations shown should be verified before construction
begins. Design shown is based on elevations shown.
8. Septic system design was based upon Hamilton County Board of Health
recommendations - letter dated APRIL 10, 1995
9. Following installation and prior to backfilling of septic system trenches
Hamilton County Board of Health shall be notified for inspection.
10. Surfaces, connections, and accesses to all tanks are to be sealed
watertight to prevent groundwater and surface water leakage into system.
11. All absorption lateral trench bottoms shall be level along their length.
12"
EXISTING
18"
O' O'
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0 60" 1 0
144"
0 0
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1500• GALLON
SEPTIC TANK SECTION
NO SCALE
�- 36"
ABSORPTION LINE
(CROSS SECTION)
/---FINISH GRADES 12" TOPSOIL
"C' COARSE GRAVEL
54"
4" PERFORATED
PVC PIPE
SUBSURFACE DRAIN
(CROSS SECTION)
A -A Is
)E
INFLOW FROM ELBOW TO OUTFLOW TO
DOSING TANK BAFFLE
FLOW FIE D
h2"
DISTRIBUTION BOX
(CROSS SECTION)
z--FINISH GRADE
EARTH BACKFILL
4" PERFORATED
L" COARSE
GRAVEL
h'- 4= '
SUBSURFACE DRAIN
(CROSS SECTION)
"B - B"
THE EFFLUENT PUMP IS TO BE WIRED ON A SEPARATE
CIRCUIT THAN THE THE AUDIO /VISUAL ALARM
HIGH WATER ALARM
LIGHT AND HORN
DISCONNECT PUMP SPECIFICATIONS
PUMP CAPACITY 40 GPM
TOTAL HEAD 17 FEET t
1- HYdromatic SP -50 PUMP
POWER CONDUIT
LOCKING HATCH OF SUITABLE SIZE
POSITIONED ABOVE PUMP
ELEV
94.5 PEDESTAL I I .
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DOSING TANK DETAIL
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INSIDE DIMEN. 102 .► (Iength)X66 ,► (widtv�Qt ;y,
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GUIDE RAILS
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98.7
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TO FIELD
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98.5
NO CHECK
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ALARM 98.4
VALVE
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ON 97.9
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750 GALLONS
OFF 95.7
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BREAK AWAY FLANGES
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DOSING TANK DETAIL
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