HomeMy WebLinkAboutSite Sewage Disposal Systems-crs 1 IrItU BY
*THIS IS MAXIMUM DEPTH FROM EXISTING GRADE
CEXiS-rING GRADE
/FINISH GRADE
TOP SOIL
" LiI'I EARTH BACKFILL
4c � =riEu�
UNTREATED BUILDING
a PAPER
N "L COURSE WASHED GRAVEL
—4" PERFORATED PVC
1O INVERT ELEVATION SHOWN
ON PLAN IS AT THIS
36" lel =a�-�I POINT
ABSORPTION LINE CROSS
SECTIONNO SCALE
DATE
S -wage Dl�yo al tyctem 4pecifl31tion :
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 lin. feet of absorption line
2. oegal. septic tank minimum with excess riser
3. Soll pipe specifications:
a. 4" ASTNI-D 1785 Schedule 40 solid plastic inside line, from
building to tank and from tank to first distr?button box.
b. 4" sealed plastic pipe (ASTM -D 3034) from distribution box to
distribution box and from distribution box to'absorptlon
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
and Bruce Hamilton of Hamilton County Health
Department (773-0132) will be called for final Inspections.
Request for "Final Inspection" will require a 24 hour notice to
the above offices.
2. Construction of soptic 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.
B. Existing contour lines shown should be verified before
construction begins. Design shown Is based on contours shown.
SOIL TYPE IN AREA OF ABSORPTION FIELD IS BROOKSTON/CROSBy
REVISIONS
/AIS TALL "T.,
WITN STAND PIPE
AND CAP
A/ 000 r1-' 20"._.
NOTE' INVERTS SHOWN ARE SET WITH THE INTENTION
OF BEING I' BELOW THE ABSORPTION FIELD.
8' L" COURSE WASHED GRAVEL
4" PERFORATED PLASTIC PIPE
I i RIGID)
SUBSURFACE DRAIN
CROSSECof
TION iA-A
NO SCALE
dAPAUL- I. CRIPE INC. - CIVIL ENGINEERING
7172 GRAHAM ROAD - LAND SURVEYING
INDIANAPOLIS, INDIANA 46250 - ARCHITECTURE
13171 842 - 6777 - LAND PLANNING
N89°x56,38"W -757,7/'
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LOT 4
04K TREE
:N. CHK. DRAWN BY SCALE DATE
DJL �„ zo, CLIENT
9 -9 -SS Sl�ephe�d Reai�en�ic,� Crn'�r•,
NG. CHK. DRAWING T TLE `T'an Inc,
oly Sewage Oi'sposal Sys�ar,.s
Ii TYPE FILE
JOB NUM -
o o 9 I— t o
UMBER SHEET
i
0 3 3
OF 1