Zoning Review 1994SOIL DATA LEGEND
_ LOT INFORMATION -
S-IZ-g4
DATE: A"2�q4- PERFORMED BY GJI (EG, 1►JC� WITNESSED BY G/UGiA►� G�IFFI)3 100 EXISTING CONTOUR
I _ Subdivision Name: iS flt t
TP 1 TP 3 ,� / ,, /!) /1
10 — _PROPOSED CONTOUR _ MILLQ��LoD1� ' 1!f � ftl r•N �,/ 11 �� r
4� PIPE INVERTELEVATION Date: ".00
„ Gj05r2ol L q2 3 TEST. PIT Lot: vL a I�k4IL) I t EARTH 41 d
SEPTIC TANK
' ,
'Un o o 4111
I1�ICDISTRIBUTION BOXOwner: N� oo
W PROPOSED WATER SERVICE LINE '
CoAP�,� A�
! Assessors Plat: Lot # :. POe'TlOK1 O� LoZ o • • •o " o ; o �o . o • ILu ..., • o
•O • O • O • • O • O O• • ie • D • p • • e p i • o • d u
�Al1P OBSERVED GROUNDWATER t1 0 0• .
TABLE ELEVATION Zoning District: �11JZ�LIr �E�i1p�1,1C,E Q7 1 ' . a 4 c
G�AV�1a p o p e° n I r a
r r1L 8� 4 °
RESERVE AREA Aquifer District: ° ° ° `� A° a �, I ° ° ° °
i e n ► L n pane
i Other Overlay Districts:
FIRM Zone: C t 2 121 Z I'
I _ \
L
L PLOT PLAN Special 'Permits Or Variances: —
I
% Of Lot Coverage: -I°io
lot
�►.1�oU,.1'CEZED
Cl l
? �- EARTH BACKFILL �---�
TP TP TP
�/ 1 LA
ap
41
tP
-o /co
/ 1
CO
4
f------------------- i �•-�
�I I l � P(LDP�iED 0 0 I ,
sI L__ --., ,
I �T k KNOCKOUTS
5" DI A. 111i J�i�lll ` I INLET
OUTLET
�-- - - - -- - --- - - - - ------J E-.,J / - -
- _ Z L 1�1 IT of EXCAVAT loU
PLAN VIEW
m
6- 9-COVER /j Is— CIA. COVER 10••. 1•"•COVER
i- TAPER
-
•. - / q _ \
7•• . r • • 16 _'
LIOUID AIIA
i 3-WALLS LEVELa "Ilk
.L -
A`
1
A
CROSS SECTION VIEW
SEPTIC TANK
NOT TO SCALE
�30A
L ' L
_J
TOP VIEW
5 5" CIA. OUTLETS 3, 5•• CIA, INLETS
END VIEW
T• WALLS
,'t• �1� -��,
Y
6'• 1�
CROSS SECTION VIEW ` 2'
DISTRIBUTION_ BOX
NOT TO SCALE
DWELLING
TOP OF
FOUNDATION
EL =q1-0 1.
.. �j�1.1G11MA21C� -
VK QAI L �1.�V. = g4 . or> ► hl �
IISH GRADE
_V. e q5o FINISH GRADE
OVER TANK gtk."I
Fl
CAP ALL ENDS
• /,, � . 1/8'-.1/2' WASHED PEASTONE
7 /j4f
FLOW ---+- L PE - 10 . A k
PERFORATED PIPE INV. = q I •l05 c a� A•° 11
BOTTOM OF TRENCH ELEV.- "
3/4' - 1 :1/0 WASHED STONE
SECTION THROUC H LEACHING TRENCH
?1OT TO SCALE
DESIGN DATA GENERAL NOTES
X Iko &TD e>LDZoo,,k _ '1,Zi0 C,7D
THIS SYSTEM SHAL_t_ G'L I NSPFC I ED WHEN 1_EALHI NG AREA I S f Ul_i Y I Xf./'VA L I D
" /Y�-C�ll� C��J1(�1-� • U�7� ���1�1C,LE j '�':::j' j,00b, V WIDE�, , Z' AND WHEN ALL COMPONENTS ARE IN PLACE. . WHEN Tilt- Y T I M I S READY I OR
INSPECTION, THE- CONTRACTOR SHALL NOTIFY THE 1.00AI_ BOARD OF Hf. AI-f1f.
WASHED CRUSHED STONF SHALL BE FREE OF AL-t_ DIRT, DUST AND f INf-S.
3. ALL ELEVATIONS ARE BASED ON M-h•I,' ELEVATION DATUM.
4ID�VJD�LI.'• '(, T�f✓1JG1-4��, XZ'pE�QX�S'Lo'.1� X Z��D��i X I�PDI�.F _ Zao GPD 4 • HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE I IMIT S
OF THE SEWAGE DISPOSAL SYSTEM DURING THE COURSE OF CONSTRUCTION
F1O�TO�II: ZTeeI.3GUE�X 35' L,0.3 o X 'U 1A.11DE OF THE SYSTEMS.
5. NO FIELD MODIFICATIONS TO THE SEWAGE DISPOSAL SYSTEM SHALL_ BE MADE
�o�A� GAQA�IT� C�PD WITHOUT PRIOR WRITTEN. APPROVAL OF A ENGINEER AND THE LOCAL_ BOARD
OF HEALTH.
� Ca5 _ - - UNLESS OTHERWISE NOTED ALL SYSTEM- COMPONENTS SHALL BE INSTAI_LCD
IN ACCORDANCE WITH TITLE V OF THE STATE ENVIROMENTAL COD1- AND ANY
•."kBM APPLICABLE LOCAL L RULES.
7. AT'ALL POINTS OF INTERSECTION OF WATER LINES AND SEWER N'E
MECHANICAL JOINT CAST IRON PIPE SHALL BE INSTALLED FOR BOTH LINES
+V`Ooi i�(�'°1 \' - 10' EITHER SIDE OF THE INTERSECTION POINT.
�•, ti 1, 8. SEPTIC TANK DISTRIBUTION BOX ETC. SHALL BE MANUFACTURED BY
M; A. ROTONDO & SONS OR APPROVED EQUAL.
�
�' Russells
3-_.M
0
j o artmou4hP0)s ��� y, LOC.V4i �/IA� 9. GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE
SladesCor�'-�" STRUCTURES IN ORDER TO PROVIDE A WATERTIGHT SEAL
STR
I .
10. ALL SHIPLAP JOINTS IN SEPTIC TANK SHALL -BE SEALED WITH NEOPRENE GASKETS
o \ f X Gra•ei Pit '
�- OR ASPHALT CEMENT.
11.EXCAVATE ALL UNSUITABLE MATERIAL IN LEACHING AREA AND BACKFILL WITH
CLEAN GRAVEL -AND COURSE SAND.
12. A CERTIFICATE OF COMPLIANCE AS REQUIRED BY SECT. 2.8 OF TITLE V MUST
BE OBTAINED BY THE CONTRACTOR UPON COMPLETION OF THE ABOVE WORK. IF
35,
v 1{ \ AN "AS=BUILT"PLAN IS REQUIRED DUE TO CONTRACTOR DEVIATING FROM THESE
I( �y / �. PLANS, WORK FOR SUCH AS -BUILT PLANS SHALL BE COMPENSATED
4 cam %' rave THE CONTRACTOR.
fit13. THIS SYSTEM IS NOT DESIGNED FOR GARBAGE DISPOSAL UNIT.
1 ST LENGTHS TO FINISH GRADE
JUL - 71994
BE LEVEL ELEV DARTfOUTH
BOARD OF HEALTH
�� .,. - :Tr::,- 1 Lo-C - 1�11 LLF��oo� �iu��1V1Sto►,1 PAQT1AOL) ` VA
g2aD �• 9��3 Q q1.[�� e.o.H. STAMP P. CL IEMT:
ULoo NEAP Co�po�
• • 3 ► • • •
1.4 WASH��
.. •:....: {� lyZ" EO • •
•� • ► c,-(or �E �.` • 2 STEVEN yG
4' DIST BOX GtalosA rn,DA��A/`ovTlt, NIA
6'
LI►A�'C o� �XCAVG�-C1o►�1 � a48 A�3 WA1�� Ho.3ztsso
�-- LEVEL STABLE BASE - '09�F �� SUBSURFACE SELVAGE
-
_ f DISPOSAL SYSTEM
SYSTEM PROFILE B.O.H. xorEs cs. sTAMP
contact: J �iveVE1.1 611010 7A
NOT TO SCALE at:
SI C
13 weedy Road
ktw Bedford. MA 112745
(506) PW2125
Civil and Environmental Engineering
Land Use Planning
_ ..�
DATE: (o -Zq-qA- job no.
SOIL DATA LEGEND
5
DATE. - PERFORMED BY 'jWITNESSED BY 100 EXISTING CONTOUR -
VjT 1 a TP I TP 3 10 - PROPOSED CONTOUR
O' --i'' PIPE INVERT ELEVATION
Loa ►A t - -
TEST PIT
�L)1�,1201�
C7 0 o SEPTIC TANK
c� DISTRIBUTION BOX
IJ1ED1U1� ���� W PROPOSED WATER • SERVICE LINE
_�O " OBSERVED GROUNDWATER
GOA�GIE �"� 1 TABLE ELEVATION
RESERVE AREA
t •
PLOT PLAN
W�T�e � 1 �1L' P Etc. �-r� - \ •
TP
5- DIA.
OUTLET
TP
TP
r- — - - - - - - - - - - - - - - - -
l -
rt
I 1 I
� I 1
L- - _ - - - - - - - - - - - - - - - - J L,+J
7. 5- DIA.
KNOCKOUTS
INLET
PLAN VIEW
6-.2-COVER �16••CIA. COVER 10••.14"COVE R
1- TAPER �•
r t-
T.
9- t
11% 7%-
5'-t-
r r t._6..
LIOUID
rWALLS LEVEL C
CROSS SECTION VIEW a -
SEPTIC -TANK
NOT TO SCALE
_7-{-�--T
y I
L_,��-
�x.. TOP VIEW
S. 5" DIA OUTLETS 3. 5" DIA. INLETS
END VIEW
r 2" WALLS
6'" 6
CROSS SECTION VIEW 2"
DISTRIBUTION BOX
NOT TO SCALE
LOT INFORMATION -
Subdivision Names MI LL?7V-o0V-
Date
Lot:
Ocaner: tj'\C-J(ZWEAD Go�P01 A�tolJ
Assessors Plats Lot #: PoeTtC)ki pF LoTS .
Zoning District: V_E�itDE►JCr
Aquifer District:
Other Overlay•Districts:,
FIRM Zone: G
Special Permits Or Variances:
Of Lot Coverage:
\
� II 11s fit 44 i fit 044
a �I I I EARTH _1
• �� � 6AGKF1 1, � '
i % •� / � / �� 11 /l/ i /�%,`
o •••••o• �• co •p /
° n
e sa a ca e
f ► e D p 0 e e /��� ' � ° e � s p ° e ° I p
,C � e e e ► o \� I °► e e e o e ���i
e ► p► IL ALFDA \� ` e r` D. i a A
J�
EARTH BACKFILL
CAP 'ALL ENDS
)� v
1/8'-1/2' WASHED PEASTONE
/I
• o O o •20
FLOW SLOPE = 10 . •
PERFORATED PIPE INV. = S(D.L�D A a A,% V_4
BOTTOM OF TRENCH ELEV.- .bO- -, ", • "`
3/4' - 1 1/2" WASHED STONE
\ �.
1
DESIGN DATA
I
CIO- I �� y I DE��tG ►...1 PE�Go1.A`Cto>.�
°. ' DE���� F1.ov� ''2 P�ED�Ioo��°. \\o
d o . I � I � 01 I � ---•
--- �`i���►� DE�,i� 1J U�� ��� �CHE� `2�'
I
�oVIDGD.
;, �-- ` � � � � �JID�V�IP�L1:• 'i.TQ��1C.1-1��� X'I.I���� X 3�� Io�1� 9 �
X`�.� IDES X IGP I . • = '� G�
, -
GPp
CIO
- " ze Cem -
1?� .►,SAIL �I��V. = BS. I o � �L �� �_ �n > ---- - - D
`J
�-A
FO � s
Anf 5. PA
;, • _Russells Mills 0
�Dartmou'th PO) 'Amil �'(-,�o�iV I^C
Slades Comer._
^ ,
Gravel Pit %GAL'. I - ZOOS
0
?= D T,\ M Q U H j /, :�✓ k)
FINISH. GRADE
.FINISH GRADE. �., ,, - •-, �
DWELLING OVER TANK
a
1 ST LENGTHS TO FINISH GRADE
TOP OF BE LEVEL ELEV -601.0
FOUNDATION •
EL =ql•�O101
�1 500 GAL. Q O
1.CIC
8�,30 � S� .40 � � a(�.23 8 . � •t •• •• � .Cno
REINFORCED CONIC,
'-14 IyZ". WASH ♦ t
SEPTIC TANK r 4 DIST BOX L 1 e S7orJE ' ► a4-.(o0
j: s . L�►�1T of �XC-AVATIo0
.' • .:• t.;;�-.;:. ;::;,::' �::::•':�:;::..;-rr;::�: �-- LEVEL STABLE BASE (�7EE >�T>✓ ll�
SYSTEM PRO171LE
NOT TO SCALE
1a.a ADS �JA7�t�
SECTION THROUGH LEACHING TRENCH
NOT TO SCALE
GEN11--RA; NOTES
1. THIS SYSTEM SHALL BE INSPECTED WHEN LEACHING AREA IS FULLY EXCAVATED
AND WHEN ALL COMPONENTS ARE IN PLACE. WHEN THE 'SYSTEM IS READY FOR
INSPECTION, THE CONTRACTOR SHALL NOTIFY THE LOCAL BOARD OF HEALTH.
2. WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES.
3. ALL ELEVATIONS ARE BASED ON ►417L ELEVATION DATUM.
4. HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS
OF THE. SEWAGE DISPOSAL SYSTEM DURING THE COURSE OF CONSTRUCTION
OF THE SYSTEMS.
5. NO FIELD MODIFICATIONS TO THE SEWAGE DISPOSAL SYSTEM SHALL BE MADE
WITHOUT PRIOR WRITTEN APPROVAL OF A ENGINEER AND THE LOCAL BOARD
OF HEALTH.
6. UNLESS OTHERWISE NOTED ALL SYSTEM COMPONENTS SHALL BE INSTALLED
IN ACCORDANCE WITH TITLE V OF THE STATE ENVIROMENTAL CODE AND ANY
APPLICABLE LOCAL RULES.
7. AT ALL POINTS OF INTERSECTION OF WATER LINES AND SEWER LINES,
MECHANICAL JOINT CAST IRON PIPE SHALL BE INSTALLED FOR BOTH LINES
10' ITHER SIDE -OF THE INTERSECTION POINT.
8. SEPTi C TANK, DISTRIBUTION BOX, ETC. SHALL BE MANUFACTURED BY
A. ROTONDO & SONS OR APPROVED EQUAL.
9. GROUT'TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE
STRUCTURES IN ORDER TO PROVIDE'A WATERTIGHT SEAL.
10. ALL SHIPLAP JOINTS IN SEPTIC TANK SHALL -BE SEALED WITH NEOPRENE GASKETS
OR ASPHALT CEMENT.
11. EXCAVATE ALL'UNSUITABLE MATERIAL IN LEACHING AREA AND BACKFILL WITH
CLEAN GRAVEL AND COURSE SAND.
12. A CERTIFICATE OF COMPLIANCE AS REQUIRED BY -SECT. 2.8 OF TITLE V MUST
BE OBTAINED BY THE CONTRACTOR UPON COMPLETION OF THE ABOVE WORK. IF
AN "AS -BUILT" PLAN IS REQUIRED DUE TO CONTRACTOR DEVIATING FROM THESE
PLANS, WORK FOR SUCH "AS -BUILT" PLANS SHALL BE COMPENSATED FOR BY
THE CONTRACTOR. ,
13. THIS SYSTEM IS NOT DESIGNED FOR GARBAGE DISPOSAL UNIT.
JUL - 71994
Lod i - M11.L��o1� �zul3o�v►��o� . Do.�-c o uTH
1)OF D MALT
Tcx_%^_�
• •1