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AUG 0.9 2004
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TOP OF FOUNDATION
4"CAST IRON 9"
IR SCHEDULE 40
V.C. PIPE MIN. �-I
ITCH 1/4" PER.FT. I f
-INVERT
EL.... SB..
INVERT
CONCRETE COVERS
GAS BAFFLE-�
SEPTIC TANK
... ��4.4.... GAL.
SOIL LOG
DATE :, ly 7 Zoo/ TIME .............
TEST HOLE I TEST HOLE 2
ELEV...EL.EV..........
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4"SCHEDULE 40 P.V.C. (ONLY) 12"MIN.
PIPE -MIN. Fr�sT u" LEACHING FIELD (.1,REOUIjr*
/L
PITCH 1/4'PER.F7 758Ec6-'ct 1/9"-1/2" WASHED STL`NE 'v
. ......... ...... 62_ 23,93
1 WASHED STONE
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ve
26
7 PROLE OF sa/o
FIa•'8io
Ha -7-. GROUND WATER TABLE
SEWAGE DISPOSAL SYSTEM TYPICAL CROSS SECTION
NO SCALE LEACHING FIELD
NO SCALE
DESIGN
N
DATA
t",/B_,R"
12"MIN. WASH
NUMBER OF BEDROOMS
..... r�... .........
STONE
TOTAL .ESTIMATED FLOW
.... //o ....
GALLONS/OAY
F , .
23 (o
Fic.Lp
4' SCHED LE 40 P.V.0
BOTTOM LEACHING AREA
EA
..97�./-�'......
SFT./TRENCH
O HRATED
PIP
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SIDE LEACHING AREA . •,
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SO.FT./TRENCH
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e `,2,3
11/2-
54 �u / /a/L/IGD, GARBAGE DISPOSAL....°NL. (50% AREA INCREASE) WASHED'
T S�tT/D TOTAL LEACHING AREA 4 -Bo .....:� SO. FT. 3 SNE'
62.16, ro G /o y2- �6 ...... !" 3 L
et" _ PERCOLATION RATE PER.INCH
WA?L7t- 33/SZ
L2 /SR3 `,,yL0 LEACHING AREA PER PERCOLATION RATE ....'.. ... S0.'F7
CJ'AwD s4a/D 61PIO HDT GROUND WAVER TABLE
/2e, t2 -/0.6o APPROVED ............... BOARD OF HEALTH
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..6L'�.WATER ENCOUNTERED DATE............ ................ _�}1�0�'
WITNESSED BY:
BOARD OF HEALTH
ENGINEER
.........................
PETITIONER
AGENT OR INSPECTOR
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NOTE' INSTALLATION OF THE SEWAGE DISPOSAL SYSTEd! SHALL BE
INSPECTED BY DESIGN ENGINEER AND YARMOUTH IfEALTN /, qti � lS�•rsla�E /1�I i/�zIAL / v Tl�t- L� ,9ct1 /�i2ExJ
WARTY= AS FOLLOWS'
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1. ENGINEER SHALL INSPECT WHEN THE REQUIRED EXCAVATION IS COMPLETE //�Ul/G--� X41 vn/ 727 C r LL -VL -Z C T a °/'�/�!' 02 Le——s
2. ENGINEER SHALL LOCATE. AND STAID' FOOTING PRIOR TO POURING.
a ENGINEER SHALL INSPECT FVOTING LOCATION AND REBAR PRIOR
TO POURING OF )PALL '
4. ENGINEER SHALL INSPECT WHEN CLEAN FILL )PITH A PERC RATE
OF LESS THAN (2) TWO AfIN/LVCH. HAS BEEN PROPERLY DEPOSITED. Z LIGL b✓n- n% TD /iG o.v �F/L-
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