HomeMy WebLinkAbout0355.95.1`polal Usle Specifications:
red absorption field systew.:
"
Vide trench (see cross section)
oinimum spacing - center of the to center of the
a lin. feet plus 32' end loops of absorption line
Dal. septic tank miniou- wi:h access riser
ripe specifications:
' ASTM -D 1185 Schedule c: sclid plastic inside lido, from
iuie to tank and fro- tart, t: first distribution box.
' sealed plastic pipe (:STM -: 3030 fro distribution box
r distribution box and frog cistribution box to absorption
Ield.
it Hamilton County and S,at* cf Indiana Standards :o apply.
)TES:
system is instilled anc pef :re backfiliing, the Mile of
'. Cripe. Inc. attention Ursel l Cox ar•d /er Joe Gall -ff (812 -67771
'uce N&rilton of Hamilton Cc.•ty healt% Department 073 -0132) will
led for final inspections. ;eouest for "Final Ir.spectior." will,,
-e a 24 hour notice to tr: i::ve offices.
'uction of septic syste- r.i l' be done rAin the sci's are dry.
ii designed and shown is c:,e v.i zh ,nt intention of the
being installed at wiriru- :eptrs-
iy fill material will be placed over absorption field. Natural
line to remain as ru:ch as :�ssible.
" grading over absorptior field will be c2ne to oF:iin
ve surface drainage away frc- field. An finish grading done
ra of absorption field will to done with �ight equipT -ent.
istruction traffic to be allowed in area of absorption field.
sorption field fingers to be placed at rinimur depths to
yystem in more permeable soils.
ng contour lines shown shoulc be verified before construction
,. Design shown is based or. contours shown.
in area of absorption field is Gro36�
IMWEATS SHOWN AM SET WIT14 THE INTENTION
OF KING a KWW THL A+OSORPT10N FAU).
40-e Top"L
ASE M%SHEO GRAVEL
WORA+T90 PLASTIC MIPE
L AIGI01
sue�acE DRAN
CROSS SECTION "AA "
IM W."
.
r,
C�
co
1-1
I
e,0•%
4-This 15 M"WU M MPTtd krom EXIST" GRADE
( EXISTING GRADE . _.,- FIi"MSM DOE
EARTH SAWILL
UNTREATED WAID116
FOR"
-Y CAbOM VOMM Sill►
-Ar PEMIRATO PVC
ABSORPTION UNE CROSS
SECTION �.�
1
306-57'
I Q
t&A1. E : / "= tO
ZOT 38
fPfilAlqMILL STREAMS
SEC. T,410
13. I<NAW NEIzcF�
J�t�W �'o �.arr
251 -820
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