HomeMy WebLinkAboutSeptic Pumping Slip - 594 BOXFORD STREET 7/31/2017 L. n T 2 A
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87 10 SwF,
1. 00 AC
1 -.11._% h
3'W TRENCHES -;w
43
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1500 AL.
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Ir TANK
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100
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SWING TIES
GOMPQNENT C,C)R E CC)R F I
.9' 2.4.3' (CENTER)
_....__...._........._..__ -------- ) j 12�.0
D-60X 47.2' 30.7' (CENTER
END PIPE: A 63.3' 68.3' I
._...__...__._..-_....._....._..._.._....._...............----------.__.
END PIPE: B
END PIPE; C _8_6._2'
..END PIPES D 75.1-----._55--53.3'--..... I I
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1 - 5, 00'
BOXFORD S TRT E_ .C-
(PUBLIC '19"'16 ESSEX COUNTY LAYOUT)
ELEVATIONS TAKEN AT TOP OF PIPE:
TOP OF FOUNDATION: SEE PI AN
PIPE C9 DWELLING: 136.75
TANK IN: 136.42
{N
TANK OUT: 136.00 HR m
D-BOX IN: 135.93
D-BOX OUT: 135.77 (ALL) E w4:
NOTE: THERE ARE NO WELLS
END PIPE - A: 135.36
WITHIN '100' OF wiSCNFltFNGa
END PIPE - B: 135.31 THE. SEPTIC SYSTEM
END PIPE - C: 135,34 ASSESSORS MAP 1050 LOT' 0022
AS—BUILT SEWAGE DISPOSAL SYSTEM PLAN
LOT 2A BOXFORD STREET MARCI--IIONDA &° ASSOC., L.P.
NORTH ANDOVER, MASS. ENGINEERING AND PLANNING CONSULTANTS
PREPARED FOR
JOYCE,JOYC;E BRAD`HAW 62 MONTVALE AVE. SUITE I
BOXFORD STREET STONEHAM, MA. 02180
NORTH ANDOVER, MASSACHUSETTS
(61'7) 438-6121
SCALE: 1"=,30' DATE: 4/16/99