HomeMy WebLinkAbout1132.97.1i
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Revision Specifications F/
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Existing Sewage Disposal System:
I. Required absorption field system: (design based on 315 sq. �. /bdr; exi�
system based on 300 sq. r'I /bdr)
a. 3' wide trench (see cross section)
b. 8' minimum spacing- center of tile to center of tile on �q addition
C. 200 lin. ft. plus 30' of end loops to be saved from exiiIing system
d. 510 lin. ft. plus 32' of end loops to be added in fronvard
(total system to be 710 lin, ft. of finders plus 62' of en i 1100ps)
2. Existing 250 1
g gal. septic tank with access riser to be related.
3. Soil pipe specifications:
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a. Schedule 40 solid plastic inside line
b. Sealed plastic pipe to septic tank to distribution boxlnd
from distribution box to absorption field. I
c. All Hamilton County and State of Indiana Standards shat apply.
GENERAL NOTES:
1. After system is installed and before backfilling, the office of Paul
I. Cripe, Inc. attention Ursell Cox. (842 -6777) and Norm Cay of Hamiltor
County Health Department (776 -9606) will be called for fial inspection,
Request for "Final Inspection" will require a 24 hour noise to the abo�
offices.
2. system as designed and shown is done with the intention If the system bf
installed at minimum depths.
3. No fill material will be placed over absorption field. iatural ground
to remain.
4. Any finish grading done in area of absorption field willbe done with 1,
equipment.
5.� No construction traffic to be allowed in area of absorp' ion field.
6. t'Q11 absorption field fingers to be placed at minimum delths to keep sys
' ,in more permeable soils.
7. Existing contour lines shown should be verified before ;on truction begi
Design sho',rn is based on contours shown.
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*THIS IS MAXIMUM DEPTH FROM EXiSTI(,1G GRADE
FINISH GRAL'�
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EARTH BACK
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ICI" CCURSE WASHED GRAVEL
—1 - - - - - -- -4" PERFORATED PVC
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30RPTION LINE CROSS.
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