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TOP OF FOUNDATION
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OR SCHEDULE 40
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P.V.C. PIPE MIN.
PITCH 1/4lPER.FT
— CONCRETE COVERS
4"SCHEDULE 40 P.V,C. (ONLY) 12"MIN_
PIPE -MIN. r,1 7- u!" 1 /L
T. 77*5 c2 >i LEACHING HELD (.�...REOUIRED)
PITCH 1/4"PER•F
�"-t/2° WASHED STONE �G2 z3,93
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IN GAS _ GAS BAFFLEZ�.6o
.•• EL..::Y':,•.../ INVERT I WASHED . ,STONE 6"
�.; JJ SEPTIC TANKo s" EAz3,� 3/4"-It/2'
EL. 33„ ••r� 4�....GAL. INVERT DIST. INVERT INVERT
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PROM LE OF 32-'o Fz..8/0
f•.1. sJD.r, GROUND WATER TABLE -
SEWAGE DISPOSAL SYSTEM TYPICAL CROSS SECTION
SOIL LOG
DATE J7 Y 7 moo/ TIME ............. NO SCALE - LEACH NO SCALE .FIELD
TEST HOLE I TEST HOLE 2
ELEV........... - DESIGN DATA Iz"MIN. I/B=1iL"
WASHED /2
NUMBER OF BEDROOMS .. STONE z4/o
S" O E2, Z0. l8 TOTAL ESTIMATED FLOW .... //O .... GALLONS/DAY 4. a- -1e
Q / F,�2O 4' SCHED LE 40 P_V.0
/o Ed 9•�� BOTTOM LEACHING AREA .. �! �'..... SO.FT./TRENCH ATED PIP ["
CoRNy SAND Y
SIDE 'LEACHING AREA ... N�N�..... SQ.FT./TRENCH �`�/`
GARBAGE OISPOSAL....._...(SO /o AREA INCREASE) WASHED
• STONE
S Y ...... SQ.FT. gG„ J'C• 3Z' 32 ..S -b
/o y/L �6 TOTAL LEACHING AREA ..480. ' f / //
Ga° PERCOLATION RATE S?TH19'`c?^/oN/_v, PER. INCH
C2,lSA-a33/,
G/Nc--� MLD LEACHING AREA PER PERCOLATION RATE ........52
. S0.'FT
C JAwi> S,4/!D G/p/z> GROUND WATER TABLE
APPROVED ............... BOARD OF HEALTH
••dL ..WATER ENCOUNTERED DATE............
WITNESSED BY: T10f
AGENT OR INSPECTOR
BOARD OF HEALTH GT 3G
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GP�aZG S/�a/zr P, G'. Gia 7, SMn GL eosYD �P 7' r�
................ /.....�... ENGINEER ...P.... ... EDS
Sou y.9TdMOUTi�• .. - FVALOt�e
PETITIONER
NOTE.' INSTALLATION OF THE SMAGE DISPOSAL SYSTEU SHALL BE
INSPECTED BY DESIGN ENGINEER AND YARMOUTH HEALT Y
DEPARTMENT AS FOLLORS.'
L ENGINEER SHALL INSPECT PHEN THE REQUIRF,D EXCAVA7YON IS COAIPLETE.
2, ENGINEER SHALL LOCATE AND STASH' FOOTING PRIOR TO POURING,
9. ENGINEER SHALL RUPECT FOOTING LOCATION AND REBAR PRIOR
TO POURING OF IFALL '
4. ENGINEER SHALL INSPECT NNW CLEAN FILL )YITII A PERC RATE
OF LESS THAN (2) T)YO A/IN/WCH. HAS BEE V PROPERLY DEPOSI77;'D.
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