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SOIL EVALUATOR:
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DATE: MfYI (,R 24.l
PERCOLATION RATE: L
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LuEu,"•N1vv-Z`1 SEPTIC SYSTEM DESIGN
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NOTES
THE INSTALLATION
T 1S P 1995
mpoLAN, B
2) THE INSTALLER Sl-
SEWER
FSEWER INVERTS
INSTALLATION.
3) THIS PLAN SHALL E
ONLY, AND SHAL
DETtRMINATION.
4) ALL PIPING TO BE
SPECIFIED OTHERWL'
5) THE DESIGN OF THIS
GARBAGE DISPOSAL.
6) SEPTIC TANKS ANC
MUST BE PLACED OI`
A BASE OF 6" OF CRU
B) 1i-n^wE Aw_�N!
FLOW ESTIMATE
ABEDRO'IMS AT IIU GAL/DAY/BEDROOM - Qr{p GAL/DAYOtU�nS__,?
SEPTIC_TAAK l�)1�L. Li�GJvf✓. I'A=jv.,
0"L/')AY x 2 DAYS - ELI GAL 11 -
USE 1�5G: GALLON SEPTIC TANK-Plcvi
SOIL ABStR%PTION SYSTEM
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- S > >J'�ILi.;e. ;.� r,c:•,a:fti�� s-cxJ c -i ..__
SID:: AREA:E(--3) *-(1z)2]x 6.7y = 81
BOT'OM AREA:_ 43 k IZ x 0.ia = 331 ,E,+
463.2 `f 4 Pi
SEPTIC SYSTEM SECTION rR/6kD
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SEPTIC TANK (rtP55J W
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DATE
HEALTH AGENT
PD usT
SITE Al'
LOCAT I ON: 2.e
PREPARED FOR:
DARREN M. MEYE
43 VINE STREET
DUXBURY, MA 02c
(781)585-0293