Zoning Review 1999alp
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SITE LOCUS
10 = Z000, SCALf.
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(21 MAXSLOE )
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IV UL 7.) At all points at intersection of water lines and sewer
BENCHMARK.
INTO STABLES NET 6A I , A
V NA lines, mechanical joint ' cast iron, pipe shall be installed for'.
IL IN 15" CEDAR TREE -for 10 1: a point.
100.00 both Jines n either side of intersection
ELEV (ASSUMED DATUM)
WET 5A
WET 7A 8.) Jhe precast concrete septic system tomponents 'sliall be
manufactured by M -& S Precast Concrete. Products' Corp.,
I AA1 \WET 44A Fall River, MA, J & R Precast.' Inc:,� Berkley, MA or use an
cy, approved comparable substitute.'
kET 1, 4A
\N 14% _T A, I Grout shall be used at all. points where pipes enter or exit
N * * WET 9. NET N
J,
NV•*-�WE 115A WET 16A all concrete structures to provide o)wbtertight seat.
10.) All shiplop joints in the septic tank shall be. sealed with
V
W U 12A WET 13A
neoprene gaskets or asphalt cement.
. '
'WET 58 7%. YVET 17A
. . . . . . . . . . . . . . . -.1YET 8B
W
11.) All PVC.Pipe'used shall meet ASTM "D 3034-73 SDR 35 and
U 7B ,o\
WET 45A 310 CMR -15.251 (5)'except inlet and outlet tees which shall be
schedule' 40 PVC.
WET 98
ET 24A V
PROPOSED. MET OB
WET SYSTEM DESIGN DATA.",
A
ELECTRIC,
REQUIREMENTS FOR PROPOSED EJECTOR PUMP IN BARN: NVET 19A
TELEPHONE♦ pACITy. 5
V
DESIGN CA — — — BEDROOMS x 4 TO GPDIBEDROOM 55qGPD'
1) PUMP SHALL DISCHARGE NO MORE THAN 25% OF TOTAL DESIGN CAN SERVICE. 1B W�•I .
%WET I v
FLOW INTO THE SEPTIC TANK., (INCLUDING FUTURE BASEMENT SEWER). WET •.23A - 4#
SEPTIC SYSTEM DESIGN:, LOW GALLEYS: (48) WITH OF, 'STONE
2) PUMP RATE INTO SEPTIC TANK SHALL BE LESS THAN 60 GAL/MIN. PUMP EXISTING DIRT PATH
SHALL ALSO 8 kT 20 WET 2 1 A
TO BE RESURFACED W SURROUNDING GALLEYS
ET 128
E CAPABLE OF PASSING 2—INCH DIAMETER SOLIDS. C) s:
12.
WITH --- STONE BENEATH GALLEYS. 3) USE MYERS SRM4 (0.4 HP) EFFLUENT PUMP. OR APPROVED COMPARABLE WITH GRAVEL STONE•5 (Z 0. EFFECTIVE, DEPTH)
SUBSTITUTE). <2 MIN
ET 13B (0.74 GPDIS. F.)
A SEPTIC SYSTEM DESIGN PERCOLATION RATE. --
k6 1 \ 411� WET 22�
V 2
PROPOSED
�� HYDRANTSEPTIC SYSTEM DESIGN CALCULATIONS:
x- � 2 X DEEP x' 014- GPDISF. _• L42_ GPD"
'NET 16B'
'7 SIDEWALL: LONG SIDES ' I. _0
GPD
X
PLOT, PLAN 17B ENDWALL: LONG 2 !,ENDS x �Z- DEEP 224 GPD/SF,
PROPOSED WATER MAIN,
BOTTOM: LONG x 1L WIDE x 0.74 GPD/SF 426,CPD,.
SCALE.- 1 40 TO SLADES CORNER ROAD
GPD
40 0 20 40 80
VET 18 TOTAL -SYSTEM CAPACITY ',=
B/
ALLOWS FOR ADDITIONAL WHIRLPOOL" TUB -SIZE UP I TO S8 GALLONS)
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