HomeMy WebLinkAbout0560.02 Site Plan-j3Wa9Q-jj1ftoa at jyfium 'Snac r�l on.s :
1. Required absorption field system:
a. 31 wide trench (see cross section)
b. 81 minimum spacing center of the to center of the
c. 600 Jin. feet plus o feet end loops of absorption line
2. r2so gal. septic tank inimum with access riser
3. Soil pipe specificatlo s:
a. 411 ASTM -D 1785 Schedule 40 solid plastic Inside line, from
building to tank and from tank to first distribution box.
b. 411.sealed plastic 01pe (ASTM -D 3034) from distribution box to
distribution box and from distribution box to absorption
field.
c. All Hamilton County and State of Indiana Standards to apply.
GENERAL NOTES:
1. After system is installed and before backfilling, the Office of
Paul 1. Crape, Inc. at entioh Ursell Cox and/or Joe Gatliff
(842-6777), and Bruce amiiton of Hamilton'County Health
Department (773.-0132) 111 be called for final Inspections.
Request for "Final Ins ection" will require a-24 hour notice to
the above offices.
2. Construction of septic system will be done when the soils are
dry.
3. System as designed and shown Is done with the Intention of the
system being installed at.minimum depths.
4. No clay fill material will be placed over absorption field.
Natural ground line toremain as much as.possible.
5. Finish grading over abs rption field will be done to obtain
Positive surface dra Ina a away from field. Any finish grading
done In area of absorption field will be done with light
equipment.
6.' No construction traffic to be allowed In area of absorption
'field.
7. All absorption field ft gers to be placed at minimum depths to
keep system in more pe sable soils. _
8. Existing contour lines shown should be verified before
construction begins. D sign shown is based on contours shown.
S01 L TYPE IN AREA OF AS ORPT I ON FIELD i S B Roo K STo n!
NOTE= INVERTS SHOWN ARE SET WiTH THE INTENTION
OF BEING I` BELOW THE A13SORPTION FIELD.
FINISH GRADE
ill y��$u 1 ill 6..-e" TOPSOIL
%%tip it
eill
ilt�=
-+1 '-- ---=` L" COURSE WASHED GRAVEL
M
4" PERFORATED PLASTIC PIPE
{ill (RIGID)
• { It til .
i t 0=II{lF-
CERTIFIED BY
l— DATE
MARRAunH._ fo.I
SUBSURFACE DRAIN
CROSS SECTION A -ANO SCALE"
REVISIONS
i
PAUL
Z&d I
INDIANA
*THIS IS MAXIMUri DEPTH FROM EXISTING GRADE
EXISTING GR.AG.7
FINISH GRADE
TOP SOIL
"1 S EARTH BACKFILL
SIC ►� �Ti�hu '
`-� ,�!=�UNTREATED • BUILDING
N ,t PAPER
11 LI,
"L" COURSE WASHED GRAVEL
ti 4" PERFORATED PVC
INVERT ECEVATiON SHOWN
irr= tri ON PLAN IS AT THIS
36"
NT
i
A BSORPTIOII J LINE
SECT10114 NO RrAl F
PROPOSED
INVERT
E.LEVD,T/or.t'
J
��F
'ok-P,
LOT (64
SPRIN6MILL STREAMS
L oT ARE./s� - i. 51 Act
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I.CRiP INC
a CIVIL ENGINEERING TECH. CNK. DRAWN BY SCALE DATE CLIENT
172 GRAHAM ROAD I, LAND SURVEYING 14G )"--zo' 110-7-85 HoME5BY PATS..
APQLIS,INDIANA 46250 ARCHITECTURE DFTf�G. CHK. DRAWING TITLE `"� "� m"�TE
171 842- 6777 LAND PLANNING - Q N . __S 1T _ .IV a
S AGE.. i a C: A L-- S -Y 5T E. M
DWG. TYPE FiLE NUMBER SHEET
JOB NUMBER
o o 31-10-1of I --
IIIIIIIIIIIINIA
PAUL
Z&d I
INDIANA
*THIS IS MAXIMUri DEPTH FROM EXISTING GRADE
EXISTING GR.AG.7
FINISH GRADE
TOP SOIL
"1 S EARTH BACKFILL
SIC ►� �Ti�hu '
`-� ,�!=�UNTREATED • BUILDING
N ,t PAPER
11 LI,
"L" COURSE WASHED GRAVEL
ti 4" PERFORATED PVC
INVERT ECEVATiON SHOWN
irr= tri ON PLAN IS AT THIS
36"
NT
i
A BSORPTIOII J LINE
SECT10114 NO RrAl F
PROPOSED
INVERT
E.LEVD,T/or.t'
J
��F
'ok-P,
LOT (64
SPRIN6MILL STREAMS
L oT ARE./s� - i. 51 Act
)C)OL
X1, rimC S5b
I.CRiP INC
a CIVIL ENGINEERING TECH. CNK. DRAWN BY SCALE DATE CLIENT
172 GRAHAM ROAD I, LAND SURVEYING 14G )"--zo' 110-7-85 HoME5BY PATS..
APQLIS,INDIANA 46250 ARCHITECTURE DFTf�G. CHK. DRAWING TITLE `"� "� m"�TE
171 842- 6777 LAND PLANNING - Q N . __S 1T _ .IV a
S AGE.. i a C: A L-- S -Y 5T E. M
DWG. TYPE FiLE NUMBER SHEET
JOB NUMBER
o o 31-10-1of I --
IIIIIIIIIIIINIA