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Legal Description:
Part of the southeast -Tiarter of Section 31, Township 18 North, Range 3 Fast,
more particularly described as follows:
From the Southwest corner of said quarter sectionmeasure east along the south
line thereof 1449.85 feet for a place of beginning; thence deflecting left
89 degrees 23 minutes sure north 577,5 feet to a point; thence deflecting
right 89 degrees 23 munutes measure east parallel to the south line of the
aforesaid quarter section 895.7 feet; theme deflecting right 90 degrees
37 minutes measure southerly 1,77.5 feet to the south line of the aforesaid
quarter section; thence west with same 895.7 feet to the place of beginning,
containing 11,87 acres, more or less.
Except: From the southwest corner of said quarter section measure east along
the south line thereof 1449.85 feet for a place of beginning; thence
deflecting left 89 degrees 23 minutes measure north 577,50 feet to a point;
theme deflecting left 89 degrees 23 minutes measure east parallel to the
south line of the aforesaid quarter section 426.17 feet; thence deflecting
right 90 degrees 37 minutes measure southerly 577,50 feet to the south line
of the aforesaid quarter section; thence west along and with said south line
426.17 feet to the place of beginning, containing 5.65 acres, more or less,
subject to all legal highways or rights of way in Clay 'Township, Hamilton
County, Indiana.
SEWAGE DISPOSAL SYSM SPFX'IFLCATIONS
1. Required absorption field system:
a. 3' wide trench (see cross section below)
b. 7' minimum spacing - center of tile to center of tile
c. 667 linear feet absorption line minimum
2. 1 -1250 gallon septic tank minimum with access riser
3. Piping specifications
a. 4" Schedule 40 solid PVC line from house to septic tank
b. 4" Schedule 40 solid PVC line from septic tank to dosing tank
c. 2" Schedule 40 solid PVC line from dosing tank to distribution box
d. 4" Schedule 40 solid PVC line from distribution box to absorption field
e. 4" ASITI -D 2729 perforated PVC line as abosorption field tiles
f. All Hamilton County and State of Indiana Standards to apply
4. Septic tank riser is to have a safely secured gas -tight cover
5. Effluent pure; Hydronmatic SP -50 or equal
GENERAL NDIiFS
1. COnStructian of septic system will be done when soils are dry.
2. System as designed and down is done with the intention of the system
being installed at minimum depths,
3. NO clay fill materials will be placed over absorption field.
4. 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.
5. No o001pactian from construction traffic to be allowed in absorption area.
It is suggested the area be isolated by fence or other means.
5. Existing elevations shown should be verified before construction begins.
Design shorn is based on elevations shown.
'. Compact soil around the , sanifold and between trenches to prevent migration
of effluent along the manifold
8. Surfaces, connection, and accessess to all tanks are to be sealed
watertight to prevent groundwater and surface water leakage into system.
9. All absorption lateral trench bottoms shall be level along their length.
This is
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to cur ify that the proposed structure does not lie within tbaat
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Special Flood Hazard Area Zone A" as said tract lots is "scale on
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�6C of the Flood Insurance Rate Maps,
iq e a date of 19 1981
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Certified: July 31, 1995
borr'/er ever dirf f/e v s per ��o� ''fie
Richard A. O'Brian, Registered Land Surveyor, Indiana 4880017
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Engineers & Surveyors /
2850 E. 96th Street • Inriianannlic IN AA9An • Phnnm- PAA-AI10