HomeMy WebLinkAboutEngineered Plan - 1984SECTION - SEWAGE
TOP OF FDN SEPTI&TANK
- (MSL)#
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-SEPTIC 7
TANK
ELEV.
ELEV. ELEV.
TEST HOLE LOG
TEST B Y -4:;Z-t ItP-
TEST DATE \/4-/19 4- WITNESS
T.H. * 1 21.97/ T. H. # 2
ppm �y[A, ELEV. ELEV.
L -o'& S.V Wb(:„
'y —v— s. WATER ENCOUNTERED
"D" BOX LEACH e4 c.,I,4
"2" OF S TO, 42,
\WASHED STONE
IN -
0— U_ T IN.
ELEV.
19.
ELEV. ELEV.
16'
OF 3/4 11/2
WASHED STON E
DESIGN ?>
----BEDROOM HOUSE
NU
PERt RATE Z_ DISPOSER DISPOSER
FLOW RATE 33 t L./DAY
SEPTIC TANK 7�'--�,=> (I.$)= '41
REO'D SEPTIC TANK SIZE
LEACH FACILITY I G/D.
SIDE WALL 2�k�)L
BOTTOM 2- G/D.
TOTAL _Z? 6A,
C� Kj _"
USE. __._LyACHING
NOTES: (UNLESS OTHERWISE NOTED)
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1. DATUM (MSL) + TAKEN FROM ......-t> -- - --------_----------------- QUADRANGLE MAP
2. MUNICIPAL WATER..-'--'- 1.5 ------- - ---- - _---_.________AVAILABLE AVAILABLE
3. PIPE PITCH: 114" PER FOOT 14 - tp
4. DESIGN LOADING FOR ALL PRE -CAST UNITS: AASHO - - -44
5. MINI GROUND COVER OVER ALL SEWAGE FACILITIES: (1) FT.
6. PIPE JOINTS SHALL BE MADE WATER TIGHT
7. CONSTRUCTION DETAILS TO BE ACCORDANCE WITH COMM. OF MASS.
STATE ENVIRONMENTAL CODE TITLE 5
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DATE