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3. ALL PIPES SHALL BE 4", SCHEDULE 40 PVC
4.`THE 'DISTRIBUTION BOX SHALL BE WATER TESTED`?TO ;
INSURE LEVELNESS AND 'EQUAL 'FLOW.
5. THE -.INSTALLER IS TO VERIFY THE LOCATION OF<. UTILITIES
AND` SEWER LINE ELEVATIONS PRIOR TO INSTALLATION.
6. SOIL ABOVE C LAYER (SHOWN ON SOIL. LOGS) SHALL BE
REMOVED AND REPLACED WITH CLEAN SAND ACCORDING TO
MASS. LOCAL SPECIFICATIONS IN THE S.A.S. AREA.
7. EXCAVATION FOR AREA WHERE FILL IS REQUIRED SHALL
EXTEND 5' LATERALLY BEYOND S.A.S..
8. SYSTEM IS NOT DESIGNED FOR GARBAGE GRINDER. 4
9. ALL PRE CAST UNITS ARE TO BE PLACED ON 6" MIN. ,
CRUSHED STONE,, MECHANICALLY COMPACTED.
f, ...... ., :.r .. : ✓. .- r_. ( -;. - .. •.:. :,::,, -._.. :-.>. nv -..: ,-_ : 732-..' `._u.S. .rcn�n-
GRONWATER NOUN_T. fR£D .'
. . . . . .. . PIPE SLOPE 1
5 IN FT' 1/4 IN FT PREFERRED.UD .
1Y15:00 E0..L.
,
..._ "...,:-
. ,.. , ,..: ....:...... ...... .,> ..... ,..,.... / ,...,. / -. 1 - .. .. - 25.11
:MANHOLE COVERS ARE TO BE WITHIN 12. OF FINISHED
_.40:00 {u""`E g �• ,
10. _ GRADE
AMY VON HONE
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mn �mmR acawum rotnac 12. -SEPTIC TANK TEES SHALL CONFORM TO `.MASS &LOCAL
REGULATIONS.
13. ALL STONE IS -,TO BE DOUBLE WASHED, ACCORDING TO
MASS. &- LOCAL REGULATIONS.
14. GROUND COVER OVER SYSTEM COMPONENTS SHALL NOT,
EXCEED 3'.
15. VARIANCE: TOWN' OF YARMOUTH REGULATION 3.7.
DISTANCE OF S.A.S (RESERVE. AREA ONLY).
100 FT. REQUIRED
88 FT. PROPOSED
.12 FT. VARIANCE REQUESTED
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