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FINISH GRADE
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EARTH BACKFILL
" C COURSE WASHED GRAVEL
4" PERFORATED PLASTIC PIPE
(RIGID)
SUBSURFACE DRAIN
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REVISIONS
IIIIIIIISiFiED GRAMEL
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Sewage Disposal System Specifications:
1. Required absorption field system:
a. 3' wide trench (see cross section)
b. 8' minimum spacing - center of tile to center of tile
c. 600 lin. feet plus 40'of end loops of absorption line
2. 1100 gal. septic tank minimum with access riser
3. Soil pipe specifications:
a. 4" ASTM -D 1785 Schedule 40 solid plastic inside line, from
hou a to tank and from tank to first distribution box.
b. 4"ealed plastic pipe (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 I. Cripe, Inc. attention Ursell Cox and/or Dave Sexton (842-6777)
and Bruce Hamilton of Hamilton County Health Department (776-9606) will
be called for final inspections. Request for "Final Inspection" 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 to remain as much as possible.
5. Finish) grading over absorption field will be done to obtain
positive surface drainage 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 fingers to be placed at minimum depths to
keep -system in more permeable soils.
8. Existing cont-jr lines shown should be verified before construction
begins. Des;yn shown is based on contours shown.
Soil type in area of absorption field is Crosby
Vote: Before Con,S�rzlCliOn begins
07e office, of frau/ /.
of fe-rvfiori &rse// Cox arY�I r
Dove Sexfol? (8�t2- 6777
be co/%d.
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/ 20'
Lot 40
Sprinq Mill 101oce
PAUL �. CRIPE,INC is CIVIL ENGINEERING TECH. CHK. DRAWN BY SCALE DATE CLIENT '/ �^
• LAND SURVEYING
Z3 , /�� 20' 3-14-SL� kJoin Cons1rxfion G)
7172 GRAHAM ROAD . ARCHITECTURE DFTNG. CHK. DRAWING TITLE 1 n
INDIANAPOLIS,RAO - 177 46250 LAND PLANNING 017-,5t�IG DISpOSC%l Sl�Sferr� Plan
bdl i'�171 RAO _ R777 �
DWG. TYPE FILE NUMBER SHEET
JOB NUMBER
81_41010 —O O O ) 7 OF one