Request for Determination71° 03 00.0" W 71° 02
00.0" W 71° 01
00.0" W
j •Rod
t
. 1 /
Z
Z
OaSE9VATi4. OMM
)3M .:Ev rgreen
Cem320-1
IN
i
<:49 2• -.
'..�, �.,,�.--s"ota
r ""� • •� Cem�
Pit rt:
41 av[�el
-Alr,t
�l
t`y
1. t
' t i
`
GO 8RWI
/� �y�
-e....� )� 4 `���; � � ('[} / � ,�.; �P'1�
•
-
_ _
p ,
;;
if if
If
� r-'f'
yM L -. 41 ��'b'• ..�`" ,�'rs•`
O
jo
` 25.T `*
• 2 Qom`
{•'''
'` ✓ \t'.. 4 +.� i �. IN1:ErRCitf€11 : Sa.. 'tI + ty -! 4"
4
. t
;t;
O
.
< Jr,--
Mom- — 1 t l y l+ 1 a4. t .t t\J �.Ya-. g r'�
\V�4;{ F
z
_
O
•♦�
Sub tali
O
CO
,
o
\ `v
OY Fill
•� •
671 ° 03 00.0" 1 671- 02
00.0" 1 V 671 ° 01
00.01, W
Name: FALL RIVER Location: 041 ° 40' 05.0" N 071 ° 02' 16.1" W
Date: 11 /20/112 Caption: -9
Scale: 1 inch equals 2004 feet EED ROAD
DARTMOU
Copyright (C) 1996, Earthvisions, Inc.
- -- - - "-- — --- --— -- - - --- -..—_ - - ..---- - - ---- -_ -- - — -
.\ - P/C) LOT 4: �
See MAP 6-5 � ` / 32
For MAP 61 1, _ aaao
LOTS 6-2 Thry 6-6 3,a o )� e� fa.ee
6' t
F; 6-7 a 1.29lc -0 °o - ` Rr.s,s ' T90' :. laar e .�34 \� > 32-1 $
- = n sin « )ry o- a000
66120-17
s..n. .8 6 6S/20-ILL
22 ae I.oxk" x.n Ac. Vie` _ 19o.Y j . 36 moo. o sra 4'- t,p -
R E C
6-8 LUA.• �«'l,,.r,.NIXVKp Aa2� aev)
u,ev p µre / - t,e g E l U E D
18 ,�s 1933i
.4.n. a 2' "in• 9s.99' i o oJ. ! p 1 T: •R \\ 39 37
rF lc ry 38 /.
z)3 Ew
68/20Ar2D21 9 x618�. 4 - _ r)).e9• -
6_166l20'b.
6 10,466
?T -I
u.c9 we s h° N /2}3j
6-10 !J<ceX o.9z K.^ d Q J6 A 66/2} - ACUS\-iNE� 8 AW M\��S O . !.:.•t n '' f,,
r.9 r Ac. F N 8 GiJ20-�1 "e ID ' �.4 f ly et 15 _
e CIO _ 0. 93 A,. r' —
tlrt ^ !+r^ ' O.f7.c.. r)°.Jr• d+ 66/20• . _ 40 _
14 a sank
66,2042 ' - 1.1144. _ DA.RTh I T H
4r 'J• ul A<. 66/20-13 - — - L S L -� I ri'-' ` �V C S 3.10 !c. - ` I 1
35
191
' 29T
z.ee 31
P !+. p_ _ zzZJz• ) •2i 2
/rIz Ae
z _i -
e c 1-
--
320
Set MAP 60 -
For MAP 61 -
LOT 6 lams 5 72.2 11 rJ°p-3z • ,,! - -+
24.9
28 es
`\ /lallr
X e o 30
IS .. - - -
300 $ zse Ac
699.9T' / - ` - F3 r 923 -
¢ - /o we i 17
/rKk
B \ \ ry
fie _ 238D9' 731.39'
a'P eo.ti 3n.TS- -- - -,Io.IT' -_ 27
�` c
- szl we c
F� foo 19 19
Q 4 S 8 eoo - J
/-
316' lC / 132•
e3D.7: o
44 mrur sla - 40035,-
c 3eo.a'
26
Joe we
90•MI _. Itel' 2T60.0
45 n ° - se0' 41
wc - - 1110'
zel-
r2if T' M1! w 2e0' c + - - _ - - ]�' _ 1 Floo m P/0 62-9 —«I
folk 0 - _ - STS' 65 1 166'
z11 - 23 25 0. - o.
w' .zz. 2 zlsk _ sas
z
a' 2 w - - 3e94'
21 24 —
go 2
RD�SE 1495 _ _ —
y
0
°se -
r+.
P/0 55-1 - P/O 55-3
3zs• - 2l 8
18 eoo' W
DATE -OF AERIAL PHOTOGRAPHY 3 - 29 - e5 - 66
DATE Of COMPLETIOe/ I - I - BS--- TAX MAP
TOWN OF DARTMOUTH MAP NUMBER
DATE OF REVISIONS
- -- BRISTOL COUNTY, MASSACHUSETTS 6O G` I 6Z
LEGEND t _z_2a w - - - - - 6 '
PREPARED BY
PARCEL NUMBERS .......... z 1,�_9l _ JAMES W. SEWALL COMPANY, OLD TOWN, MAINE
,.1_f1 For A9senm9nl Pur
e - MATCH LINE-.,... --- n _ -. __ Pore. SCALE: I INCH . �ruT FEET SF
NOTE:
ALL PROPOSED GARAGE ROOF RUNOFF TO BE INFILTRATED PER SECTION 20.510(a)
OF THE TOWN OF DARTMOUTH ZONIN7 BYLAW.
339 SQ. FT.
EXISTING PROPOSED
DRIVEWAY TO ROOF RUNOFF
BE REMOVED AND INFILTRATION SYSTEM
AREA TO RE -VEGETATED (SEE DETAIL)
/ S4SS�/V5 DR .
EXISTING qY
/ GARAGE
336 SF
TO BE
O / s / REMOVED
SOp�S
EXISTING`Tp`4
h fD s
COOP
6" ROOF
/ LEADER
TO BE
6F `" /l
REMOVED
��. ^ �f� , �/ � EXISTING •
` ;.$LOCK j ER PATIO
'
1
3
f.
N RELOCATED FENCE``
PROPOSED
v
SILTFENCE
\co
ZONS
f58
WELL II SF
S 74-
f ?�'00
'201 SFc;�fii1
WALKWAY
a
\
SfpT/0
s sr
fM
AL - vvr_ - `..99 GROUND
POOL .11AP" J6
_. �. "LOT 6-9
ERING VEGETATED WETLAND 1 41249.7 SO. FT.
\ I
StTEC INC. 11-20-12
A A,
A5 T �_
TREE LINE
PREVIOUSLY APPROVED
A, A6 � BORDERING VEGETATED WETLAND
/ SE 15-970
A,, A6
• ?�S 18
WELL GRADED GRANULAR BACKFILL WHICH CONTAIN AN
EVEN DISTRIBUTION OF PARTICLE SIZES WITH NO MORE
THAN 12 % PASSING THE #200 SIEVE COMPACTED TO A
MINIMUM OF 95% OF THE STANDARD PROCTOR DENSITY.
SEE THE TABLE OF ACCEPTABLE FILL MATERIALS IN
STORMTECH'S DESIGN MANUAL, INSTALLATION MANUAL,
OR WWW.STORMTECH.COM. END CAP
CULTEC 330 CHAMBER
1 - 2-INCH WASHED,
CRUSHED, ANGULAR STONE
AASHTO M288 CLASS 2
NON -WOVEN GEOTEXTILE 7 nNISH GRADE
r 'v c�., .:. tif''y;:...,:�"i 3'.i::'.,.�:1 't ot_•...• �.. �i"',:�'•
::?�:\•;'s .;y+`i"�`ti `.t�''i•.,t, �: r`'�h *tt§2+�•;'•'`4,�. �•� ; �-, EO Z
z
INLET PI
AND REPLACE WITH vv�V — 1 '.1 2' MIN.
CLEAN SAND '8'
MIN.
72' MIN. TYP.
WATER TAB
CULTEC R-330 CHAMBER SYSTEM
TYPICAL CROSS SECTION DETAIL
NOTE:
ROOF DRAINS - PROVIDE (2) R-330
UNITS / 300 S.F. ROOF AREA OR
APPROVED EQUAL. ROOF DRAIN DETAIL
NO SYSTEM SHALL BE INSTALLED WITHIN 10' TO A SLAB
OR WITHIN 20' TO FOUNDATION WALL.
OR WITHIN 20' TO SEPTIC SYSTEM.
3' WIDE "GEOFAB"
SILT FENCE FABRIC
( or approved equal )
1"x1" PINE STAKE
( 3' long )
61
TOE —IN BOTTOM 12 ! 1 "
OF SILT FENCE
SILT / EROSION
CONTROL FENCING
NOT TO SCALE
SITE SUMMARY
ASSESSORS MAP 61— LOT 6-9
OWNER/APPLICANT
JOSEPH & pULCE GANHADEIRO
1080 REED ROAD '
DARTMOUTH, MA
PARCEL AREA — 41,250 SQ. FT.
ZONING DISTRICT — SINGLE RESIDENCE B
OVERLAY DISTRICT — AQUIFER PROTECTION DISTRICT
EXISTING LOT COVERAGE — 23.2%
PROPOSED LOT COVERAGE — 21.9%
m
PLOT PLAN
llp=30S
0
0
0
O
Z
N
O
0
y
Qi 3
b U
e�i
t�i
a
Jz
3e
h
NEMENT I - D P T.
�J!7 V 21 m 9= 1
NEdENT SUB -BASE
IMPACTED FILL PER
ORMTECH'S TABLE OF
X;EPTABIE FILL MATERIALS'
1SHTO M288 CLASS 2
itN-WOVEN GEOTEXTILE
MIN. DEPTH OF 1 - 2-INCH
1SHED, CRUSHED, ANGULAR
ONE BACKFILL
-2-INCH WASHED, CRUSHED,
IGULAR STONE BENEATH AND
IOUND CHAMBER BED.
v n�trv�r< rlr� I �R-330 CHAMBER
CULTEC R-330 CHAMBER SYSTEM
ZONING
0
W
Z
L�
r<
O
� �
0 w
w
W
0
_!
Q
�0�
°�
z
O H
w
_
--1
Ow�
�0
IZ
W
(n 00 Q
0
w f—
Q
J:j
c
ZONING DISTRICT: SINGLE RESIDENCE B
MINIMUM REQUIREMENTS
FRONTAGE— 200'
AREA-80,000 SQ.FT.
FRONT SETBACK-60'
REAR SETBACK-20'
SIDE SETBACK-20'
MINIMUM REQUIREMENTS
FOR LOTS AND STRUCTURES
IN EXISTENCE PRIOR TO 10-16-199
FRONT SETBACK-30'
REAR SETBACK-10'
SIDE SETBACK-10'
v
v
4) CIS
t`
v ESN t
0D
U N rn
r-r m I �
�j c +� rn 2
W o 0 to
li E �v
!� O Q
8
c
c
CP
c
-- E
i=`
o
'W a
7C N
v =
T +_
;FAD
Acad No. DAR 12-5232
SITE PLAN.DWG
File No. 12-5232