30.56.1 - Site and Sewage PlanP -W... ^>t^Pa4a'!.W'P•�`•Y�?!+^Y/ m:ynn^sxan; �T'!rhT.T.rns.:Frvf..m�mm191!."�NY'Owa"r+�:Aw`^s�-u 'rt.w^`gS, .�'.:�m..c Y+.TMW.: rMT^-P_Y r+s•^N!ea••.�r
`q'M' �' +•,inp^'.': Grp+ 'aew.s..me.:.. m*'�A+Frry .
I tfE 5
t� :. VI Q_ --r 7Y
•9ag'C.y PSE tS' F?oM Eva-��rn►E-taw! t
✓,'E �A�, !� F�� "..,� ` �G'c}�t L. P�c..�. , .:..� p G:t� ._c r ticcc
TEST HOLD LOGS
< Ra
ENGINEER.--t>-�1��„sa
WITNESS: Vt S -It
DATE:--
--- t
PERC. RATE j.
%D -y '(� h,✓ is ”, � _
�Je 2tc.i 1GE S ofi S`:.6 rt Lo:: �ties*m 6,�) o' $o:Co Ol "y
{ LOCATION MAP. (Nor To SCALE)
fist S^ o_
x \ ASSESSORS MAP ._....__25_ _PARCEL _.�N _LO`
a_
FLOOD ZONE .. n }.
BUILDING
SETBACKS: FRONT
f
`to u.4 SIDE -
\e Co ?se I+ REAR _ -
zf \ - 13_S <w. -.o �'Ll3S- .l NO-FES.
VOI I_.J
L DATUM IS M.A��M_k•V7 r(-?_ �...__ is
2. MUNICIPAL WATER IS Ect�(tttts
A M W 29 3. MINIMUM ;PIPE PITCH"TO BE 1/8 PER FOOT.
�l \ 'Z,- h. 4. DESIGN LOADING f OR ALL PRECAST UNITS TO BE AASHO-H L � _
T aoS. 2.5 t� .tom 5. PiPE JOINTS 'TO BE MADE WATERTIGHT. i
SEPTIC PROFILE _ 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WiTH MASS. �
FN\ARONMFNTAL CODE TITLE V.
(NOT TO SCUE) 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE };
USED FOR LOT UNE STAKING. .
T.O.F. .F. AT EL_ 21•S 8. PIPE FOR SEPTIC SYSTEM T'O`SCH. 40-4" PVC.
PvMP ! b eve S
,
MINIMUM . 1. Or COVER OVER PRECAST
A _` _' II I "C-- F TO 1.1 T�iN C� aG �i"r...�iS C�l?/�. ✓3� It -A r21;'CA4-s- y
-
_RUN PIPE LEVEL 2' PEASTONE L
FOR FIRST 2' �-_.-Le-
' (,,moi �•iZ S.f . y �r i :... PROPOSED i Soo
- \. - t GALLON SEPTIC iii 1S -'moi _, .Y
' \�sC• L1s... _ .` •.. __.._.-J1 - TANK (H -Ir) - / --may 1"1. Z °qar'°p.Qo °O.o.o °pooaO4.Pn °P..9oaO4.00 °p9.n°-� ?�_.lsv
4AL Alf
v U ,11
._.__ _ - -
- - ,
DEPTH OF FI -OW
.. �.005x_SIOPg
TEE SIZES: "
INLET DEPTH _ - --•3/fl' TO 1-1/Y WASHED STONE_
(i -x SLOPE) I�,r (SS SLOPE) (L% SLOPE)
,. "9� - 3 a y 2�r . �,yr°`"_ ._ - OUTLET: DEPTH ._.+.---
.-, - : „Oo S`'�s .rV, 0 ,`� GATLkt lFfgrFJc t'tLSf - �Et:-iL
_ p �, ;`t •y;v' �. �. n
iJ afl✓ V-k'TE� E�- � 11. S _ Q
is _ _ LEACHING
FOUNDATION-- I✓ SEPTIC TANK — --- ---- -- D' BOX - -- --- -
-- FACILITY
Y
o•: i
IA
• ,a � �T" F�T;'c -. l.-F.�G«� Ft ¢�.r.� co>� �t��c.t � r� t { �
\JJ rp �SF"V },}-pah. f,,, yrc
- _ - A
SITE AND SEWAGE PLAN OF
�P� oaEO �m MI4 �0�4 !Lek (atfr t rt r� )r SEPTIC DESIGN: (GARDACE DISPOSER IS
r��IcMP1*+ t>: (1✓�tc�,c�+ � -- ) _ ? GPD IN THE TOWN OF:
DESIGN FLOW: .Z BEDROOMS �to GPD
USE A 7?�2 GPD DESIGN FLOW -{ !� j
4•I�Mt, ��-4.Ocs\-"f �t WSIf� L'!F-I li... ""Fo $E. 10 �-�. 1
SEPTIC TANK: GPD (� ) = (dtm� GALLONS
-L! =- - - _._ - PREPARED FOR:
b '` '` W ( W.t6: F•6 l5� �6>i boirV
USE A- GALLON SEPTIC TANK f t
Joh to1r �rli� G'!!'S"�_
t
' 1.i�tr;5 '1� P3E. f��%MS..�rt���s• iia F: (Z Y-�"-r.�G _ BEACHING_:
.. '�i&r-•IS+� _ _. :_ .___ v0 Zd M - - Feet ,-,
—_.„:_.. .-•-.`--'_� _ -. �._ ._-.__ =e— .ter-
130TTOM:_ : 56 ___ (Z—') - --:--55: GPD SCALF �s Zo DATE.
BREAKOUT:' TOTAL, SSP._` S.F. �3?� GPD
,
FROM EL
-_ ._. �. 7.'t_-.� .`i' ”-S, k_m2__.. .la `?..-_�4+ay�y.n% ,�Q :. �J` t', E•G �^� 7 '-`--• _' t
CSOy1'12 cape E'I1g713e+r'T112g, 112 C. srsrEu is r vTzoM EL � .�. �� 4tx �H�``� + \ Y
t or s
CIVIL, ENGINEERS
a
WAL
LAND SURVEYORS L
�� F , fi t r�E ALA, DATE a
PHONE 508-362-4547 FAX 508^362-9BA0 AOARD OF HEALSTi -- - ;
939 main st. yarrnauth, InaMA
APPROVED� DATE
r
r