HomeMy WebLinkAboutEngineer Plan -198320 FT MIN.
TOP OF FOUND. --- __ —— — - - — ------
I EL. = i "%,< 10 FT 'MIN.
— CONCRETE
COVERS 4 SCH. 40 PVC CLEAN SAND
--- PIPE- MIN. PITCH
1/8„ PER FT. 4” DOUBLE
2" YEOF
CAST IRON PVCFOPPEED %8L-A/2R WASHED
' r PIPE- MIN. PITCH 12 MAX. STONE
1/4' PER FT e.
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FLOW LINE
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DIST EL
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LOCATION MAP _
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WASHED STONE
GAL
SEPTIC GROUND WATER - TABLE EL
TANK �.�•
PROFILE OF / l,, `Tit yr; P .-•:,,.
f
SEWAGE DISPOSAL SYSTEM
,
NOT TO SCALE
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III
/ DESIGN CALCULATIONS SOIL TEST
NUMBER OF BEDROOMS,....TEST
WITNESSEDB
DATE OF
GARBAGE DISPOSAL UNIT.. OIL Tri _
/ � l.
TOTAL ESTIMATED .FLOW
;GAL/BR./DAY x� BR,) _.. `l GAL./DAY_ PERCOLATION
Y.RATE MIN./ INCH
REQUIRED SEPTIC TANK.. CAPACITY.. J' GAL. OBSERVATION HOLEI OBSERVATION HOLE Z
ACTUAL SIZE OF SEPTIC TANK..:,.. GAL. ELEVATION = 1 ELEVATION =
LEACHING AREA REQUIREMENTS x
SIDEWALL AREA ' = GAL./S.F.
Fl BOTTOM AREA GAL./S. F.
Zz us ��>•5 LEACHING CAPACITY (BOTTOM SIOEWALL). ` '' GAL:
x
RESERVE LEACHING CAPACITY. ...... GAL, 7 '
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\%' NOTES
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' ' I.ALL WORKMANSHIP 50
SHIP AN D MATEREALS SHALL CONFOR
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TO D. E. Q. E. TITLE 5 AND THE TOWN OF f' a' L ?
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RULES AND REGULATIONS FOR SUBSURFACE DISPOSA
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3.EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY MIN. FRONT SETBACK >
r .,. J •SAME MIN. REAR SETBACK
r.S2� x ��r,, MIN. SIDE SETBACK
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DR. BY -DATE
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JOB NO,;
APPO. BY
REV.
LEGEND
EXISTING SPOT ELEVATIONS 00x0
OWHEARIV, INC
DRAWING
REG LAND
SURVEYORS - REG. SANITARIANS
EXISTING CONTOUR ------00------
r
EAST
-DENNIS, MASS.
FINAL SPOT ELEVATIONS 00.0
FINAL CONTOUR
SITE PLAN
SOIL TEST LOCATION !�
SCALE,:
PROJECT .LOCATION:
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1 APPLICANT:
SCALE'
DR. BY -DATE
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JOB NO,;
APPO. BY
REV.
R. J.
OWHEARIV, INC
DRAWING
REG LAND
SURVEYORS - REG. SANITARIANS
NO
1,348 ROUTE - 134 - P. 0. BOX I263
EAST
-DENNIS, MASS.
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