HomeMy WebLinkAbout04070233 Site PlanTRENCH
EXISTING GRADE ELEVATIONS
AND TRENCH DEPTHS
ALONG PROPOSED TRENCHES
PROPOSED
TRENCH
BOTTOM
ELEVATION
INLET
MIDDLE
END
1
99.5
12"
99.8
16"
99.8
16"
98.5
2
99.5
10"
99.9
14"
100.0
16"
98.7
3
99.6
10"
100.1
16"
100.1
16"
98.8
4
99.6
10"
100.1
16"
100.1
16"
98.8
5
99.6
10"
100.1
16"
100.0
14"
98.8
6
99.6
1 1
100.0
16"
99.9
14"
98.7
7
99.5
1 1
99.9
16"
99.9
16'
98.6
8
99.5
1 1
99.8
14"
99.9
16"
98.6
9
99.4
11'
99.6
13"
99.8
16"
98.5
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PERIMETER DRAIN OUTLET
WITH ANIMAL GUARD
NOTE: INV 95.5
THE EXISTING POND IS LOCATED WITHIN COMMON
AREA "D" OF WESTWOOD ESTATES SECTION 1, THE
PLAT OF WHICH IS RECORDED AS INSTRUMENT
#200300124222, PC 3, SLIDE 313, IN THE OFFICE
OF THE RECORDER OF HAMILTON COUNTY, INDIANA.
PERMISSION TO CROSS SAID COMMON AREA "D" TO
BE OBTAINED BY OTHERS.
15' 0
v LI E.
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Ex Board Fence
1
1
1I
93
254,7'
SOIL
BORING
1- 800- 382 -5544
HOLEY MOLEY SAYS
"DIG SAFELY"
"IT'S THE LAW"
Q
9
9
1
4" ASTM -D 2729
PERFORATED LATERALS
1 (TYPICAL)
1 INV =96.0
1
CALL 2 WORKING DAYS BEFORE YOU DIG
CALL TOLL FREE
PER INDIANA STATE LAW IC8 -1 -26.
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
EXISTING COMMON AREA "D" OF
WESTWOOD ESTATES SECTION 1
-SOIL
BORING
,fi 1 'o
'11
N9OOOOOOi 46
\INV =96.5
EXISTING EDGE OF WATER
SURFACE ELEVATION 95.0±
INV =96 -3
r
7
4" ASTM -D 2241
SDR -21 SOLID PVC
(TYPICAL)
DISTRIBUTION BOX
INLET INV- 99.6
INV= 103..1
INV -103.3
4" ASTM -D 3034
SDR -35 SOLID PVC`s
1500 GALLON
SEPTIC TANI<
r�1
106.5
z
12"
EARTH
EXISTING GRADE
EXISTING POND
10" MIN.
16" MAX.
P
INV =104.0
r
0
MIN.
BACKFILL
SCALE:
----1.
�1 20 40
r1250 GALL,11
DOSING TANK AST!,1 -D 3034
INV=103.4 SDR -35 SOLID PVC
i
!NV�103.8 D106.5
„,.u
1106.51
SYNTHS I IC FILTER FABRIC
7}
INVERT E.-.EVA, 3 5 „p i•..i
PROPOSED EL
EXISTING CON, [OUP
PT 6.51
�IBIBIr =Y,.
I�kL�IE -IIE�
&I -IEIBI IL
BI81B16 BIt_
3IEIIE11E11 IB,
p IP IRI II-
s90 %15.34
8
r,
92.6'
2" MIN_ GRAVEL
COVER ON TOP
OF PVC PIPE
4" PERFORATED
PVC PIPE
.5 -2.5" DIAMETER
WASHED �T
GRAVEL
Lip
LC)
CD
CC
I I I
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CC
LC
0
CD
FINISH GRADE
fi rLIYFL%
�;ii_
36" 1
ABSORPTION TRENCH DETAIL
(NO SCALE)
TREE LINE
S90°00'00''VV 250.52'
1
(8.855 Ac.±)
CENTERLINE 05 3: Y AND E r<L55 EASEMENT
FOR THE USE OF LOT NUMBER ONE AND LOT NUMBER
PR aPOSaa
E �I
PERIMETER DRAIN TO BE
24" BELOW TRENCH BOI
ELEVATION OF NEAREST
ABSORPTION TRENCH
T#
N 1724'09"E
36.71'
1A
I EiI 7
H f
�1
EXISTING
RAVEL DRIVE
(SEE NOTE 12)
4" MINIMUM
PERFORATED
DRAIN WIPE
4 H
(NO SCALE)
SUBSURFACE DRAIN
DETAIL "A -A"
5
E--
Lil
LU 15
LU
FINISH GRADE 12" TOPSOIL
30
25
20
10
9.4`
5
0
15' D.
SYNTHLI IC
FILTER FABRIC
1/3 HP MAX. SOLIDS 1/2" SPHERE 1550 RPM
7
tip
AMPS AT 16 115 V.
0 5 10 15 20 25 30 35 i 43 45
38.3 40.5
U.S. GALLONS PER MINUTE
(765.6 gallons per 20 minutes with a total head of 9.4')
PUMP DISCHARGE CURVE
HYDROMA TIC VS33
LAND DESCRIPTION:
Lot No. 1 in BENNETT SUBDIVISION, a subdivision in
Hamilton County, Indiana, as per plat thereof, pending
final recording, in the office of the Recorder of
Hamilton County, Indiana.
FLOOD NOTE:
Based on a scaled interpretation of FLOOD
INSURANCE RATE MAP COMMUNITY PANEL NUMBER
18057CO205F, effective February 19, 2003, the within
described real estate DOES NOT LIE within a Special
Flood Hazard Area Zone A, as established by the
Federal Emergency Management Agency for the
National Flood Insurance Program.
NOTE:
Elevations shown are based upon an assumed
elevation of 100' and are. not U.S.G.S. elevations.
INFLOW FROM
DOSING TANK
6" min.
1 .5" min
DISTRIBUTION BOX DETAIL
4
(NO SCALE)
OUTFLOW TO
ELBOW TO FIELD
BAFFLE
FLOW >C'1
ReLEASEO FOR CONSTR
Subject to compliance with all OT�I
or State end Loc l! C �ecul�lHo
DEPT OF CO ,ode;
CITY OF IFlYDVW:
C.A
:I 1 :,_1
EARTH BACKFILL
4" MINIMUM
SOLID
DRAIN PIPE
4 H
SUBSURFACE DRAIN
DETAIL "B -B"
(NO SCALE)
(NO SCALE)
I
IEi
I �,:�ICl
I11I
50
8" min.
4" min.
1.5" min.
INLET
INV =103.8
REINFORCED
CONCRETE
ALARM 103.0
ON 102.5
765.6 GALLONS
OFF 99.6
SECURE GAS TIGHT COVER---
IEVENI �J'EIF
INSPECTION
PLUG
DISCONNECT
POWER
CONDUIT
INV =103.3 FROM SEPTIC TANK
AESaII
MIN.
'I EDE TAL
MIN.
-12"
MANHOLE
.15
LIQUID LEVEL
LIQUID DEPTH "D"
30" TO 78"
HIGH WATER ALARM
LIGHT AND HORN
MIN
GAS
DEFLECTION
BAFFLE
FRICTION LOSS
ELEVATION HEAD
TOTAL DYNAMIC HEAD
1500 GALLON SEPTIC TANK DETAIL
THE EFFLUENT PUMP IS TO BE WIRED ON A SEPARATE
CIRCUIT THAN THE AUDIO /VISUAL ALARM
HYDROMATIC VS33 PUMP
PUMP CAPACITY 40.5 G.P.M.
I
3
f
LIFTING
CHAIN
GUIDE RAILS
`NO
CHECK
VALVE
BREAK
AWAY
FLANGES
f
INV =103.1
TO FIELD
CARMEL CONCRETE, 1250 GALLON DOSING TANK
STORAGE VOLUME 22 GALLONS PER JERTICAL INCH
1250 GALLON DOSING TANK DETAIL
(NO SCALE)
FINISHED
GRADE
(NO SCALE
2"
9.4 FEET
0.0 FEET
9.4 FEET
MIN.
OUTLET
INV =103.4
4" TO 6"
ACCESS HATCH TO BE LARGE ENOUGH
FOR PUMP REMOVAL AND MAINTENANCE
102' OF 1.5" PVC SDR 21
SEWAGE DISPOSAL SYSTEM SPECIFICATIONS
1. Required absorption field system:
a. 3' wide trench (see cross section)
b. 8' minimum spacing center of trench to center of trench
c. 834 lineal feet absorption trenches minimum
2. 1-1500 gallon septic tank minimum with access riser and double lid
3. Piping specifications
a. 10' of 4" ASTM -D 3034 SDR -35 solid plastic line from house to septic tank
b. 4' of 4" ASTM -D 3034 SDP -35 solid plastic line from septic tank to dosing tank
c. 102' of 1.5" ASTM -D 2241 SDR -21 solid PVC from dosing tank to distribution box
d. 4" ASTM -D 2241 SDR -21 solid PVC from distribution box to trenches
e. 837' of 4" ASTM -D 2729 perforated laterals 9 LATERALS 93' EACH
f. All Hamilton County and State of Indiana Standards to apply
GENERAL NOTES
1. There shall be a mandatory pre construction meeting with the Hamilton
County Health department prior construction of any part of the septic system.
2. Construction of septic system will commence when soils are dry.
3. System wcs designed and shown with the intention of the laterals being installed
at minimum depths and therefore more permeable soils.
4. No clay fill materials will be placed over absorption field.
5. Absorption field shat' be finish graded to obtain positive surface drainage away from
the 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 field area. It is
suggested the area be isolated by fencing or other means.
Existing elevations sown should be verified before construction begins. Design shown
is based on elevations shown.
Septic system design NOS based upon Hamilton County Board of Health
recommendations.
9. Following installation ald prior to back filling of septic system trenches, Hamilton
County Board of Heal shall be notified for inspection.
10 Surfaces, connections, and accesses to all tanks are to be sealed watertight to
prevent water leakage into system.
11 All absorption lateral trench bottoms shc.i be level along their length.
12. The perimeter drain tench surrounding the absorption field shall be backfilled a
minimum of 12" with "L" co arse gravel, and to a point no more than six inches
from the ground surface.
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SHEET NO.
PROJECT NO.
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PE19500338
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PATRICK C. SHEEHAN PE19500
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