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ERTIFIED BY
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BASED OM
ANS FOR
EAMS
iGw:g_�pos�l fcis�ep • i>'i ',t I^-nc:
I. Required absorption field system;
a.' 31 wide trench (see cross section)
D. 8' n.inirun spacirg-center of the to center of the
C. 4 gO lin, feet plus O feet end loops of absorption line
10009al. septic tank minimum with aCceSs riser
3. $oil pipe specifications:
a. 4" ASTM -D 1785 Schedulc 40 solid plastic inside line, from
building to tank and from tank to first distribution box.
D. 4" sealed plastic pipe (ASTM -O 3034) from distribution Dox to
d(striuution box and from distribution box to absorption
field.
C. All Ha dlten County and State of Indiana Standards to apply.
3EI.ERAL IATES:
I. After system is installed and Defore backfilling, the Office of
Paul I. Cripe, Inc. attuntion Ursell Cox and/or Joe Gatilff
1641-6777), and Bruce Hdmilton of HamilTcn County Health
Department (773-0132) will be called for final inspections.
Request for "Final lnspuction" will require a 24 nour notice to
Me above offices.
2. Construction of septic system will De done when the soils are
dry.
3. System as designed and shown is done with the intention of the
system being installed at minimus depths.
4. :Io clay fill material will De placed over absorption field.
Natural ground line to remain as much as possible.
,. Finisn grading ever au sorpT ion Il ela will De done to ootain
positive surface drainage away froc. field. Any finish gracing
Sone in area of absorption field will be done with lignt
equipr..ent.
6. No construction traffic tc be allowed In area of absorption
field.
7. All absorption fiele fi mors to bo placed at minimum depins to
?eep system in ache permaaule soils.
2. Existing cor.todr lines shown should De verified before
construction begins. Dasign shown is based on contours shown.
SOIL TYPE Ib AJREA OF AuSORPTION FIELD IS BROOkSTON/CROSBY
TS SHOWN ARE SET PITH TRE INTENTION
NG i BELOW TRE ABSORPTION FIELD.
r --FINISH GRADE
6"-8" TOPSOIL
L" COURSE WASHED GRAVEL
4w jyRFORATED PLASTIC PIPE
1� (RIGID)
' II(
I _
BSOURFACE DRAIN
DSS SECTION IIA A"
NO SCALE
FINISH GRADE
EARTH BACKFILL
tl "L CCURSE WASHED GRAVEL
•• I 4• 4 PERFORATED PLASTIC PIPE
I ' (RIGID)
SUBSURFACE DRAIN
CROSS SECTION') B -B II
EXISTING GRADE
FINISH GRADE
EARTH 8ACKFK.L
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N 0�� ° � ', TED BL%.D7 WG
I ,
',p c11WV COURSE VAk%IED GRAVEL
N
4w PERFORATED PVC
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ABSORPTION UNE CROSS
SECTIONNo scALF
a
SPRlNGMILL STREAMS
SECTION -LOT 8
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