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TEST DATE -7V LY ICir ises WITNESS _. �j(,IS I,
DESIGN BEDROOM HOUSE L 149 Do �&L r eoP.LE SSI+.
T.H: 1 T.H. • 2 Pr�cs', Z� moot± Ic �aN+< I 1 fy ti, 3z
tea[ ELEV. 33:1 ELEV. L �-Y t�(.O O—MA11�1 `F`?E��, J.. '��' \k i vl 6�De-,
TO p SuZSOIL PERC RATE Z 2 MINAN. DISPOSER DtsvosER I✓ o. vw D PE4ui wCL Gs. u.=33.4
qg' - 2c)•:'1 : FLOW RATE 220 (GAL/DAY) Z 20 a / f G� I c, D. Z 4'
SEPTIC TANK Z2 O ( S)= '> �O ly w l 5 a4 $sIF4 L -s w�
(Ml LJ,)REQ'DSEPTIC TANK SIZE IGOO �� IMv F� tvr �4 Zvi
G c143 A 11) 1
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A LEACH FACILITY. jN Pvc -- �C1 `-' �yL• " any. _ To�*.re La,Jp
SIDE WALL tfn♦='reo GID.
BOTTOM ' 4 '&CY/4 =76,5( I -C) - 78 h4 -G/D.4o FiF
AL{ r.73 k Q ev t. ��1�SL Z
TOT '--.EKtST 0 5 Ie -rAN�e
USE: ptii� CiCla LEACHING W IT+1
d WATER ENCOUNTERED
NOTES: (UNLESS OTHERWISE NOTED) - f COHSEFvpnON
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3. DATUM )MSU; TAKEN FROM N G fl QUADRANGLE MAP �Of Rw Ow
2. MUNICIPAL WATER S AVAILABLE 25
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3. PIPE PITCH: IN' PER FOOT .,
8. DESIGN LOADING FOR ALLPRECAST UNITS: AASHO • 1 O -44 4 G �1`1D IA-�a ITI P�LJ
5. MIN. GROUND COVER OVER ALL SEWAGE FACILITIES: 12)FT. <. - Gi. L..O'} - —��
b: PIPE JOI NTS SHALL BE MADE WATER TIGHT ARNE H. ()k� _7 �
7. CONSTRUCTION DETAILS TO BE ACCORDANCE WITH COMM. OF MASS. - 5E� '. OdAL.A t
STATE ENVI RONMENTAL CODE TITLES " CIY fI SfTE. "PLAN
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-ID, zLL U7/LIT/FS ML:T �3E'.LOGdTFO PR/DR TO CON$T/P(/CT/ON. REG. ENGINEER - ��� G /�ap�P i\ 1
I/. _wgEEEYEe sewri L•INer. MUST CZO55 W/TSIZ LINES, BATH PI?ES ) J i ARNE ���` AEF: PLAN P-oo< 10o PAr 1l(
. TO RE' CLASS I50 a 490 8e TESTED TO 4SSUEE WArEeT/6KTNE'Ss, +dOW%1 tope e/1Qineeria : q • E.D WfS1Z'D C7AVLD -.
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`. CIVIC ENGINEERS
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BOARD OF HEALTH LAND SURVEYORS `. f! U�RV OR
(EXImNG)------------- t _ ♦i (rsD S'' " = 401 r% I9 � 85
CONTOURS (PROPOSED) -O-O-O� - APPROVED DATE MA . ICK SCALE 1
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