HomeMy WebLinkAbout0932.97.712"
LEGEND
DRAINAGE FLOW=
EXISTING ELEV.= 000.0
PROPOSED ELEV.=
INVERT ELEV. =/QQM
Scale-. 1' = 30'
N.W. CORNER, N.W. 1/4
SEC. 5, T1 7N, R3E
FOR SEP TIC DESIGN PURPOSES ONL Y
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. 10001inear feet absorption line minimum
2. 1 -2000 gallon septic tank minimum with access riser
3. Piping specifications
a. 37' of 4" 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. 292' of 4" ASTM -D 2241 SDR -21 solid PVC from dosing tank to distribution box
d. 4 "ASTM -D 2241 SDR -21 solid PVC from distribution boxes to laterals
e. 1000' 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.
6. No compaction from construction traffic to be allowed in absorption
area. It is suggested 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.
9. Following installation and prior to backfilling of septic system trenches
LEGAL DESCRIPTION:
Part of the Northwest Quarter of Section 5, Township 17
North, Range 3 East in Hamilton County, Indiana, being more
particularly described as follows:
Beginning at a point on the West line of said Quarter Section,
1007.99 feet South 00 degrees 01 minute 15 seconds West
from the Northwest corner thereof; thence North 89 degrees
05 minutes 09 seconds East 698.33 feet; thence South 00
degrees 01 minute 15 seconds West 311.93 feet parallel with
the West line of said Northwest Quarter; thence South 89
degrees 05 minutes 09 seconds West 698.33 feet to the
said West line; thence North 00 degrees 01 minute 15 seconds
East 311.93 feet along the said West line to the POINT OF
BEGINNING. containing 5.00 acres, more or less.
Subject to all legal easements and rights -of -way.
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 OOOG G. dated May 19. 1981.
VARIABLE I VARIABLE i I�
54'
12" min
EXISTING GRA
GRADE, 12' TOPSOIL
"L" COARSE GRAVEL
4" PERFORATE[
SUBSURFACE IN
(CROSS SECTION)
Il "
A -A
SYN
EARTH BACKFILL
FINISH GRADE
GRADE
EARTH BACKFILL
►�a�:� ��
•1.. •
COARSE
•
. CE DRA
(CROSS SECTION)
■
d
"DON - T DIG 13LIND
Col Monday W-m* FWVo -7 All to 6 PM
1 -800 1 -800
382 -5544 428 -5200
rFttin Ir 4" 1 outside Wdw
Per Indiana State Law IS -69 -1991, it Is
against the Low to excavate without
notifying the underground location service
two (2) the days before commencing
work.
SECURE GAS TIGHT COVER
INSPECTION
PLUG
INSIDE
904.3
MANHOLE
FINISHED
GRADE
" MIN.
3" MIN. T TI
.15 "D" MIN.
LIQUID LEVEL --�- OUTLET
6" MIN. 903.9
4" TO 6"
8 " -12"
2" 2"
LIQUIQ DEPTH "D"
30 TO 78"
REINFORCED
CONCRETE
(_ _102" - INSIDE LENGTH _I
N TO r
2000 GALLON
;ox 102" x 66"
)N) SEPTIC TANK SECTION
NO SCALE
2
32
I-
W
W 24
z
°< 16
W
a. 8
s<
O
0 10 20 30 40 50 60 70 80
U.S. GALLONS PER MINUTE
PUMP DISCHARGE CURVE
HYDROMATIC SD33
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 C�
PUMP CAPACITY 46.7 GPM
TOTAL HEAD 4.6 FEET t
1- Hydromatic SD33 PUMP
POWER CONDUIT
LOCKING HATCH OF SUITABLE SIZE
POSITIONED ABOVE PUMP
• � : � _ `ems_.
O
O
O
FROM SEFTC TAN
903.8
O
ALARM 903.5 --
O
ON 903.0 --
O
900 GALLONS
OFF 900.4 O
1
O
LIFTING CHAIN
O
GUIDE RAILS
TO FIELD
i 903.6
NO CHECK O
VALVE
O
O
O 1BREAK AWAY FLANGES
899.2 PEDESTAL .
F��' o . o . o . o
DOSING TANK DETAIL
INSIDE DIMEN. 102 "(1ength)X66 "(width)
4
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