HomeMy WebLinkAbout0992.95.1I
N.E. CORNER OF THE WEST 112 OF THE
N.W. 1/4 OF SEC. 20, TNSHP. 18 N., R. 4 E.
NORTH LINE OF N.W. 1/4 \
OF SEC. 20, TNSHP. 18 N., R. 4 E.
/- APPROXIMATE C/L OF 146TH STREET
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848.6 S89.12'41'E 456.58' S89'12'41'E 209.02'
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Parcel No. 1
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Parcel No. 2
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/ 1230 GALLON
rl 848.6 SEPTIC TANK
48.5 1000 GALLON -
/ DOSING TANK
DISTRIBUTION 848.3 OgAA9
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15� \, N89.12'41'W 665.60'
SYNTHETIC FILTER FABRIC _ FINISH GRADE
12" min. EARTH BACKFILL
EXISTING GRADE
2..
WASHED GRA�VL' I _001
4., ( _l�4 "'- PERFORATE
\
10 " -24" max PVC PIPE
6"
36"
ABSORPTION LINE
(CROSS SECTION)
/- FINISH GRADE,- 6" TOPSOIL
51
"L" COARSE GRAVEL
54"
4" PERFORATED
PVC PIPE
,
I' 4" " 1 f 4" " I
SUBSURFACE DRAIN
(CROSS SECTION)
A -A
INFLOW FROM ELBOW TO OUTFLOW TO
DOSING TANK BAFFLE -1ELD
FLOW
t2"
DISTRIBUTION BOX
(CROSS SECTION)
L�)U vHL_L_UIN
SEPTIC TANK SECTION
NO SCALE
ISH GRADE
EARTH BACKFILL
6" SOLID
PVC PIPL -7
"L" COARSE
` GRAVEL
I' 4" l- 4" I
SUBSURFACE DRAIN
(CROSS SECTION)
" 1,
B -B
1/2 HP - MAX. SOLIDS 1 1/2" SPHERE - 1750 RPM
26
24
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U.S. GALLONS PER MINUTE
PUMP DISCHARGE CURVE
N YDROM ATIC SP50
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LAND DESCRIPTIONS
T C.= TOP
Parcel No, 1
INV.= INVERT
A part of the Northwest Quarter of Section 20, Township 18
DRAINAGE
North, Range 4 East of the Second Principle Meridian in
EXISTING
Hamilton County, Indiana more particularly described as
PROPOSED
Follows:
INVERT ELEV.=
Beginning at the northeast corner of the West Half of the
Northwest Quarter of Section 20, Township 18 North, Range 4
POINT OF BEGINNING
East of the Second Principle Meridian in Hamilton County,
PARCEL NO. 1
Indiana; thence SOUTH 00 degrees 01 Minute 21 seconds WEST
V 1
(assumed bearing) 209.02 feet along the east line of said
West Half; thence NORTH 89 degrees 12 minutes 41 seconds WEST
209.02 feet, parallel with the north line of said Northwest
Quarter; thence NORTH 00 degrees 01 minute 21 seconds EAST
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209.02 feet, parallel with the east line of the West Half of
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said Northwest Quarter Section to the north tine of said
Northwest Quarter Section; thence SOUTH 89 degrees 12 minutes
4
41 seconds EAST 209.02 feet, along said north line to Place
of Beginning, containing 1.003 acres more or less.
Subject to the half right -of -way for 146th Street,
Z
Also, subject to all other legal easements and rights -of -way.
FULL LOAD
AMPS AT 16 115 V.
12.0 AT 230V. 6.0.
FULL LOAD
AMPS AT 30
460 V. 1.9.
A part of the Northwest Quarter of Section 20, Township 18
Z
North, Range 4 East of the Second Principle Meridian in
Hamilton County, Indiana more particularly described as
W0
follows
POINT OF BEGINNING
PARCEL NO. 2
0
0 20 40 60 80 100 120 140 160
U.S. GALLONS PER MINUTE
PUMP DISCHARGE CURVE
N YDROM ATIC SP50
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Based on a scaled interpretation of FLOOD INSURANCE RATE MAP
COMMUNITY PANEL NUMBER 180081 - 0003 C, dated 05- 19 -81,
the within described real estate I- NOT located in a Special Flood
Hazard Area as established by the Federal Emergency Management
Agency for the National Flood Insurance Program.
NOTE IT SHALL BE T - _BILITY OF THE BUILDER TO
OBTAIN PERMIS_ _ E` -HE CITY AND EFFECTED LAND
OWNERS FOR T 2 T_ %'C __ATION OF THE PERIMETER DRAIN
OUTLET PIPE EEFORE A CONSTRUCTION BEGINS
SEWAGE DISPOSAL SYSTEM SPECIFICATIONS
1. Required cbsorption field system:
a. 3' wide trench (see cross section below)
b. 8' minimum spacing center of tile to center of tile,
and parallel to existing site contours.
c. 667 linear feet absorption line minimum
2. 1 -1250 gallon septic tank minimum with access riser
"DON'T DIG BLIND"
Coll Monday through Friday -7 AM to 6 PM
1 -800 1 -800
382 -5544 428 -5200
Within Irvllano Outside Indiana
Per Indiana State Law IS -69 -1991, it is
against the I.cw to excavate without
notifying the underground location service
two (2) working days before commencing
work.
VARIABLE _ VARIABLE
VARIABLE VARIABLE
3: 7 SLOPE 5`OpE = I-- III =1I 1 -1 I
T I- I"
GRADE AS SHOWN
ON PLANS
TYPICAL SWALE SECTION
---- - - - - -�
I
I I
I I
I I
I I
I I
I I
SITE Or
PROPOSED
(NO SCALE)
LEGEND
SCALE: 1 " =30'
LAND DESCRIPTIONS
T C.= TOP
Parcel No, 1
INV.= INVERT
A part of the Northwest Quarter of Section 20, Township 18
DRAINAGE
North, Range 4 East of the Second Principle Meridian in
EXISTING
Hamilton County, Indiana more particularly described as
PROPOSED
Follows:
INVERT ELEV.=
Beginning at the northeast corner of the West Half of the
Northwest Quarter of Section 20, Township 18 North, Range 4
POINT OF BEGINNING
East of the Second Principle Meridian in Hamilton County,
PARCEL NO. 1
Indiana; thence SOUTH 00 degrees 01 Minute 21 seconds WEST
V 1
(assumed bearing) 209.02 feet along the east line of said
West Half; thence NORTH 89 degrees 12 minutes 41 seconds WEST
209.02 feet, parallel with the north line of said Northwest
Quarter; thence NORTH 00 degrees 01 minute 21 seconds EAST
O
209.02 feet, parallel with the east line of the West Half of
a
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said Northwest Quarter Section to the north tine of said
Northwest Quarter Section; thence SOUTH 89 degrees 12 minutes
4
41 seconds EAST 209.02 feet, along said north line to Place
of Beginning, containing 1.003 acres more or less.
Subject to the half right -of -way for 146th Street,
Z
Also, subject to all other legal easements and rights -of -way.
Parcel No, 2
A part of the Northwest Quarter of Section 20, Township 18
Z
North, Range 4 East of the Second Principle Meridian in
Hamilton County, Indiana more particularly described as
W0
follows
POINT OF BEGINNING
PARCEL NO. 2
Commencing at the northeast corner of the West Half of the
Ija'
Northwest Quarter of Section 20, Township 18 North, Range 4
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East of the Second Principle Meridian in Hamilton County,
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Indiana; thence SOUTH 00 degrees 01 minute 21 seconds WEST
�
(assumed bearing) 209.02 feet along the east line of said
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West Half to the Point of Beginning of this description;
thence continuing SOUTH 00 degrees 01 minute 21 seconds WEST
445.38 feet along said east line; thence NORTH 89 degrees 12
Z
ode
minutes 41 seconds WEST 665,60 feet, parallel with the north
Line of said Northwest Quarter; thence NORTH 00 degrees 01
minute 21 seconds EAST 654.40 feet, parallel with the east
Line of the West Half of said Northwest Quarter Section to
the north line of said Northwest Quarter Section; thence
SOUTH 89 degrees 12 minutes 41 seconds EAST 456.58 feet,
along said north line to the northwest corner of the above
described Parcel No 1; thence SOUTH 00 degrees 01 minute 21
seconds WEST 209.02 feet along the west line of said Parcel
No, 1 to the southwest corner thereof; thence SOUTH 89
degrees 12 minutes 41 seconds EAST 209.02 feet, along the
south line of said Parcel No, 1 to the Point of Beginning,
containing 8996 acres more or less,
Based on a scaled interpretation of FLOOD INSURANCE RATE MAP
COMMUNITY PANEL NUMBER 180081 - 0003 C, dated 05- 19 -81,
the within described real estate I- NOT located in a Special Flood
Hazard Area as established by the Federal Emergency Management
Agency for the National Flood Insurance Program.
NOTE IT SHALL BE T - _BILITY OF THE BUILDER TO
OBTAIN PERMIS_ _ E` -HE CITY AND EFFECTED LAND
OWNERS FOR T 2 T_ %'C __ATION OF THE PERIMETER DRAIN
OUTLET PIPE EEFORE A CONSTRUCTION BEGINS
SEWAGE DISPOSAL SYSTEM SPECIFICATIONS
1. Required cbsorption field system:
a. 3' wide trench (see cross section below)
b. 8' minimum spacing center of tile to center of tile,
and parallel to existing site contours.
c. 667 linear feet absorption line minimum
2. 1 -1250 gallon septic tank minimum with access riser
"DON'T DIG BLIND"
Coll Monday through Friday -7 AM to 6 PM
1 -800 1 -800
382 -5544 428 -5200
Within Irvllano Outside Indiana
Per Indiana State Law IS -69 -1991, it is
against the I.cw to excavate without
notifying the underground location service
two (2) working days before commencing
work.
VARIABLE _ VARIABLE
VARIABLE VARIABLE
3: 7 SLOPE 5`OpE = I-- III =1I 1 -1 I
T I- I"
GRADE AS SHOWN
ON PLANS
TYPICAL SWALE SECTION
---- - - - - -�
I
I I
I I
I I
I I
I I
I I
SITE Or
PROPOSED
(NO SCALE)
LEGEND
SCALE: 1 " =30'
r-�
T C.= TOP
NP CASTING
INV.= INVERT
ELEV,
DRAINAGE
FLOW=
EXISTING
ELEV,= 000,0
PROPOSED
ELEV,=
INVERT ELEV.=
000.0
3. Piping specifications �� I�� WELL[a2 ��
a. 24' of 4" ASTM -D 3034 SDR -26 solid plastic line from house to septic tank �GD �j' �\ Ito'
b. 4' of 4" ASTM -C 3034 SDR -21 solid plastic line from septic tank to dosing tank (b +Cb +Q) +Qj +00 \(b
C. 34' of 4" ASTM -D 2241 SDR -21 solid PVC from dosing tank to distribution box o
------ - - - - -- 846.4
d. 4" ASTM -D 2241 SDP-21 solid PVC from distribution box to laterals
e. 667' of 4" ASTM -D 2729 perforated laterals as absorption lines 851,3 F
f. All Hamilton County and State of Indiana Standards to apply
o n3 Off\
GENERAL NOTES o
1. Construction of septic system will be done when soils are dry. alp l0 _ �� �qp
2. System c:, designed and shown is done with the intention of the Q Q r� tx
system ben installed at minimum depths. 851.3 ,O 2e , 8`�1 3
y g 846.7
3. No clay fill materials will be placed over absorption field. \ ` , _ - a Dot° \
x 851.3 j�6 \_ - --
4. Finish gracing over absorption field will be done to obtain x 6�, D - - w
positive surface drainage away from field. Any finish grading �' zb 846.1
done in area of absorption field will be done with light equipment. x 29,88, 851.3
5. No compaction from construction traffic to be allowed in absorption ,' �- 3.30
i POSED HQUSE h°
area. It is suggested the area be isolated by fencing or other means. PRO 8g3\ ° w
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6. All absorption field fingers to be placed at minimum depths to F F.E 950'
846,6
keep system in more permeable soils.
7. Existing elevations shown should be verified before construction o w661' W 851.3
begins. Design shown is based on elevations shown.
8. Septic system design was based upon Hamilton County Board of Health _ - 31 op, .w \
recommendations. D� / - -8-4-7 5- - 49.5 �OLi 2�
9. Following installation and prior to backfilling of septic system trenches �� ,' �� 851,3 _ _ �'�' Flo' ��
Hamilton County Board of Health shall be notified for inspection. Q7 ,� +(b 849.0 +00 +� +Q� +�
10. Surfaces, connections, and accesses to all tanks are to be sealed / 1250 GALLON \
watertight to prevent groundwater and surface water leakage into system. SEPTIC TANK
11. All absorption lateral trench bottoms shall be level along their length. ,� 848'6 848,5 \ `
/ 1000 GALLON `
� DOSING TANK �
THE EFFLUENT PUMP IS TO BE WIRED ON A SEPARATE / DISTRIBUTION 848'3 8AA.9 \
CIRCUIT THAN THE THE AUDIOVISUAL ALARM / BOX - - - r ^� r 1� 6 Q�
/ ' V J
HIGH WATER ALARM / n 10 `
LIGHT AND HORN / \ �/ \84�' �t \ D\
DISCONNECT PUMP SPECIFICATIONS I 161 `
- PUMP CAPACITY CAPACITY 40 GPM I 8�'' \� �\ �
TOTAL HEAD 6.5 FEET t I \ CO\ -1 \� -
1- HydromatiC SP50 PUMP ; ' �\ �\ Co p \ �\
POWER CONDUIT I I cA C0\ �\
LOCKING HATCH OF SUITABLE SIZE i I o �\ \ ll
POSITIONED ABOVE PUMP I I ° \ SL
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850.2±
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FROM SEPTIC TAN
848.5
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ALARM 848.2
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ON 847.7
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600 GALLONS
OFF 845.1 O
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LIFTING CHAIN
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GUIDE RAILS
NO CHECK
VALVE
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TO FIELD
848.3
0IBREAK AWAY FLANGES
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843.9
PEDESTAL
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DOSING TANK DETAIL
INSIDE DIMEN.. 90 "(1ength)X50 "(width)
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8827,
r STATE of: J4�
ALLAN H. WEIHE -REG P. E. -IN 118827
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