HomeMy WebLinkAbout0798.97.1-f IRISH GRADL/_ 12 1()PSOIL
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ELBOW TO
'l COARSE GRAVEL
41
4° PVCFPIPEfED
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SUBSURFACE DRAIN
(CROSS SECTION)
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DRAIN SUBSURFACE
(CROSS SECTION)
FOR SEPTIC DESIGN PURPOSES
LEGAL DE�)GPIPTION-
INFIOW FROM
ELBOW TO
O
DOSING TANK
BAFFLE
FLOW
DISTRIBUTION BOX
(CROSS
SECTION)
-111 - III —I '- -GRADE AS SHOWN
ON PLANS
TYPICAL SWALE SEC RON
36'
ABSORPTION LINE
(CROSS SECTION)
INSPI C I ION POR T
TO tit IN', I Al I F-1)
Lot #3 in OAK TREE. a 5ubdivi5lon eI Hamilton County.
Indiana. as per plat thereof. recorded to hook No. 11. F cge5
No. 158 -15q. to the office of the Recorder of Hamilton
County. Indiana.
The subject property DOE5 NOT LIE within a 5peclal
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 0006 G. dated May 19, 1981.
5cale: 1• = 30"
Ay
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SEPTIC TANK SECTION
NO SCALE
00
F'p,
ONL Y
M 4AIN1.It1 It
t #:,.1 SN,NI
1A1,41'A'At I, 'Alik,NAW
CONCRETE PAVING SECTION
(NO SCALE)
CAST IRON FRAME
& LID INSTALL! D
FLUSH W1 TI
FINISHED GRADE
4°,• H1 ND', UR
1 )N', It AUI11', 'A I.
I ik NI )
BACKFILL WITH
SELECT EXCAVAIED
MATERIAL FOR_
UNPAVED ARI AS
' 4 • MIN
It ,.t <nnl I
�MINIMUM C,o NiMl It
TRUNG1H (A ".11)00 1",I)
UNDISTURBED SOIL
INSPECTION PORT
_._..__ (NO SCALE)
LEGEND
INV.= INVERT ELEV
DRAINAGE FLOW=
EXISTING ELEV = 000.0
PROPOSED ELEV.=(�
INVERT EI.EV. =000.0
`,f WADI DI`,PO`)At `,Y`) IF M SPI (FI ICA IIONS
I ReytNled ab:iolptlon held sy:,tenl
n i, wide dent h (.ivc l ro-". -,(,((Ion bI•IIIW)
h. 6, 11611111)(1111 c,pacin(j - cenler of the to cerllel of lilt:
t :)00 Illletfl feet absorption lilt. 11HnII(loin
2. 1 1000(jollon septic tank mtn11nuln with access riser
3. Piping specifications
t 1O` td 4„ A',IM 1) SO.54 ',I)I\' I, ,,lliil Ill(•,li, I11I,- II,)n1 111111 ,1' I,. "ph, Illnl•
I, '1, OI •1'h',IM 1) 50`i/l •,I)I% I '.t ,lnl plirili( 11114 h,))II t'I,lu bull I-, .!,),1111) hill
r 10:)• td •1" A',IM 1) :'f ll `,l)It I Itil I'V(. lil,III ,!,)•,Intl hilil, t„ 'II Allholltl11 bt){
I 1 A',IM 1) :':' 11 ',I)R ; 11
'I - „)II)I I'V(. II1,t Ili ,iiiholitill 1— 1,) I-IIt•I,II ,
1)(1 ul •t” A',IM 1) i /1'J In 11v1111, ,1 lululul:, lc, uL.,,n I,DtnI 111w.,
f. All Hamilton County and State of Intliano Stondof ds to apply
GENERAL NOTES
1. Construction of septic system will be done when soils ore 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 groding over absorption field will be done to obtain
positive surface drainage oway 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 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 CountyBoord of Health
recommendations.
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 ore 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.
NOIF: NO HLAI THY IRLE LAGER 1HAN d„ CALIPFR I`) 10 lit REMOVED
1 ROM III[ AREAS f3l TWEfN 1111- 13UILDING I_INI AND 1111
RIGHT -01 WAY OF OAK IRI I WAY, AND WITHIN IFif- DRAINA(;t
AND OTIIIIY [ASLMFNTS WII110ill Tlff APPROVAI (A III!
AI6'.I II D (.' H JIlAI (,OMMI I I I O1 ()Ah 1101 I IOMI OWNI I:' , A')' ,( )(JA I1OH
"Holey Miley" soya, �y
"DON'T DIG BLIND"
LW Monday lhrm9h f,MQy -1 AM to 6 WA
1 -800 1 -800
382 -5544 428 -5200
Math" tndtana Outatd. Indian.
Per Indian. Stole Law IS -69 -1991, It is
against the Law to excavate without
notifying the underground locution service
two (2) working days before commencing
work.
1/3 HP - MAX. SOLIDS 1/2" SPHERE - 1550 RPM
10 20 30 40 50 60 70 80
U.S. GALLONS PER MINUTE
PUMP DISCHARGE CURVE
HYDROMATIC SD33
(NO SCALE)
0 PREPARED FOR: REVISIONS A
98 -1297
DRAWN BY:
x DON SA VIL L
J.Y.
CHECKED BY
SEPTIC DESIGN DATE
LOTS #3, OAK TREE, HAMILTON COUNTY, INDIANA PACE if -96
t2 -13
CIVIL ENGINEERS
THE Lk FLULNI PUMP IS TO DL- WIRLD ON A SLPARAIk
CIRCUIT )}IAN THE THE AUDIOVISUAL ALARM
-- HIGH WATER ALARM
LIGHT AND HORN
DISCONNECT PUMP SPECIFICATIONS
PUMP CAPACITY 430 GPM
TOTAL HEAD 7.7 FEET i
1- Hydro ..otic SP33 PUMP
POWER CONDUIT
LOCKING HATCH OF SUITABLE SIZE
POSITIONED ABOVE PUMP
904.Ot
0
O
O
FROM SEPTIC TAN
901.3
O
ALARM 901.0
O
ON 900.5
O
450 GALLONS
OFF 898.6 O
17
1
0
�LtFTING CHAIN
O
GUIDE RAILS
/ TO FIELD
901.1
NO CHECK O
VALVE
O
O
O BREAK AWAY F
O
897.4 - - -- ..._
O' O O. O
O O O O p', .O
DOSING TANK DETAIL
INSIDE DIMEN. 90 "(1ength)X50 "(width)
�� ,.., ... J F .• /,c iii
F0
� // � ter.- - - "~/✓ �f �'� �• �1 -�I�J 1f1 •y
ALLAN H. WIHE -REG F` k. 18,4�82�,.=
WEIHE ENGINEERS, INC.
10505 NORTH COLLECIL AVENUE ALLAN H. WEIHE, P.E., L.S.
INDIANAPOLIS, INDIANA 46280 PRESIDENT
(317) 846 -8611
LAND SURVEYORS
LAND PLANNERS