HomeMy WebLinkAbout335 Salem St_ZBA Plan_08 21 2024 - Plans - 335 Salem Street 8/21/2024 RECORD OWNER: REFERENCES: skeet
ASSESSOR e
ASSESSOR MAP 37D, LOT 54: — PLAN No. 18359 S°<eet
JOHN & LYNN MCLOUGHLIN
327 SALEM STREET
NORTH ANDOVER, MA 07845 ,e'
— DEED BOOK 8788 PAGE No. 58 PQ Si ee s A/e a
LEGEND:
S.F. SQUARE FEET GRAPHIC SCALE Anne
Road
EOP EDGE OF PAVEMENT 0 20 40 80
C.B.A. CONTIGUOUS BUILDABLE AREA
BVW BORDERING VEGETATED WETLAND ( IN FEET )
RD PROP. ROOF DRAIN (4"HDPE) 1 inch = 40 ft. WbodburY
9E+ EX CONTOUR
a° One, so/6m
o LOCUS MAP: tr et
2 �° Not to Scole:
TAX MAP 37D LOT 14
#260 MARBLERIDGE ROAD li L EXISTING DRAINAGE DITCH
o N/F AVERKA REALTY TRUST
DEED: 8479/64 Bvw — BVw _
A ti S°• TAX MAP 37D LOT 15 Bvw
#240 MARBLERIDGE ROAD
40, ��"F,Q N/F KATHARINE MORGAN
�QP• N01°14'36"W 376.24' DEED: 8935/274
237.02' f _ z —50' BUFFER 139.22' y
Z5 0 f I O NO STRUCTURE"
�" ASsES�SOR MAP 37D a
cf) (E c ng�� \\, 'S�O�O •(f'�T �4 rLl. �
00 land C.B.A.. ;=,r
Co 100'BW Buffer
rTi
�cn 15,400 S.F(61.6 d
m 1103.9, /
Prop. Drainage Field 34.8' FOR REFERENCE FOR THE ZBA 100 BVW
7.16�x 41 0; THE HATCHED AREA ON LOT 1 BUFFER ZONE
�wx JJJ (20 lnflltr�atar Unit IS THE EXTENT OF THE WETLAND O D I
BUFFER ZONE NEEDED TO ACHIEVE
F ' 75%-CBA. (Excluding 0-50 ft)
mo H-1 220' „I THE CALCULATED BUFFER IS 84 ��/ 4
°�rn 6.25�480 b 160 20.3 ��,, EX. • ,.rl .FEET FROM THE OFF-SITE WETLAND `V
z
2 m $ en I BARN YIELDING AN\UPLAND AREA OF J�
AF
A 20'� 8'750S.F. OWN LOT 1. / GO
ermeae` w - 1 STORY L O i n
PROP " I �l CA I W Z / ry�h
aN
a m s l/2 STORY WOOD ^> o `r' 35,615 t o�
\ o FR STRUCTURE m" .Pavers I 1
20 Ex.
Ro e,a60' ti 0� �� J1
Crushed Stone STORY SewEp 0,
Driveway 2 Servi e / �[b.
#327 1
9 \ �
. 5.2'
125.00' 21 02' "42.90'
146.02' S02°44'02"E
S02'44'02"E — — —
EXISTING CRUSHED STONE SALEM STREET � tVkOF
DRIVEWAY TO BE RELOCATED
ENTIRELY ONTO LOT 2. (PUBLIC - VAR. WIDTH - COUNTY LAYOUT) v
NO TES:
ZONING TABLE:
1) THERE ARE NO WETLANDS LOCATED ON LOT 1. 99�
y
2) THE 100' BVW BUFFER ZONE ENCOMPASSES
ZONING DISTRICT.` R3 9,960 S.F OF LOT 1.
W/IN WATERSHED PROTECTION DISTRICT V;�
REQUIRED PROVIDED
MAX. HEIGHT 35 FT 34.8 FT ' �i LOT 1
MIN. FRONT SETBACK 30 FT 45.2 FT ZBA PLAN
MIN. SIDE SETBACK (L) 20 FT 20.0 FT #335 SALEM STREET
MIN. SIDE SETBACK (R) 20 FT 20.3 FT NO. A N D O VER, MASS.
PREPARED BY:
MIN. REAR SETBACK 30 FT 103.9 FT SULLIVAN ENGINEERING GROUP, LLC
MIN. LOT FRONTAGE 125 FT 125.00 FT P.O. BOX 2004
WOBURN, MA 01888
MIN. LOT AREA 25,000 S.F. 25,360 S.F. (781) 854-8644
MIN. LOT WIDTH: 100 FT 105.52 FT DATE: 8127124 SCALE: 1"=40'
C.B.A. 75%% 61.61- * * ZBA RELIEF NEEDED SHEET 1 OF 2
FILTER FABRIC MIRAFI 740N TO
FINISHED GRADE ENCLOSE TOP & SIDEWALL AREAS
INLET PIPE
Q� o INFIL TRA TOR QUICK4
STANDARD UNIT
Q' 9" MIN. �' (34"Wx48"Lx12"H)
2" OF 3/4" a' Q� O Q-3 .%Pp
WASHED STONE — —o—00 TOP EL = 195.90'
N 18 0 0 tb°D° ® ® 0 0 8 INV.= 195.57'
o o4 , 0o° boo° o
° ® 0 1 BOT. EL = 194.90'
6" Washed Crushed Stone 1 6" Washed Crushed Stone BOT STONE EL = 194.40'
3/4" TO 1 1/2" NATIVE C-LAYER
WASHED STONE z
g 0.5, 0.5 MIN
N PROVIDE MINIMUM 2 FEET SEPARATION
ESTIMATED SEASONAL BETWEEN THE BOTTOM OF THE CRUSHED STONE
HIGH GROUNDWATER TABLE AND THE SEASONAL HIGH GROUNDWATER TABLE.
ELEV = 192.4'
SUBSURFA CE INFIL TRA TION S YS TEM — CROSS SEC TION
(NOT TO SCALE)
6" SCH. 40 PVC
INSPECTION PORT
TO GRADE
6" OF 3/4" - 1 1/2"
CRUSHED WASHED STONE INFILTRATOR QUICK4 STANDARD UNIT
SURROUNDING.
1 �....,L L-L LL LLL._ ,".,�.,... ��t•-�� Lf ,� "`ILA"`LL _....
� I
2.83' o
o ,
� E
'a
w'A
4" HDPE 6„ I]a-
Roof .„
Drain a - 4' 6" � _
i ---- m-7 7- .r
a
41.0'
6" OF 3/4" - 1 1/2"
20 UNITS TOTAL CRUSHED WASHED STONE
SURROUNDING.
SUBSURFACE INFIL TRA TION SYSTEM - LA YOU
(NOT TO SCALE)
LOT 1
"of s ZBA PLAN
SOILS INFORMA TION:
#335 SALEM STREET
TEST PI WAS PERFORMED BY w CIVIL ; NO. A N D O VER, MASS.
41586
JOHN D. SULLIVAN Ill, P.E., C.S.E(Lic J/`2378) No. PREPARED BY.
G' 6'r;�'{'EF�
TESTPIT 7H-1 (ON 5/6/23) s70NAl ��� SULLIVAN ENGINEERING GROUP, LLC
ELEVH16H O.5.e' P.O. BOX 2004
HIGH G.W. ELEV= 41"(ELEV=92.4) ',
0..-6" HORIZON Ap SL 10 YR 3/3 WOBURN, MA 07888
6"-IB" HORIZON Bw LS 10 YR 6/e (781) 854-8644
78"-72" LAYER C. M-C SAND 2.5 Y 5/4
REFUSAL ®NONE DATE: 8121124 SCALE: NTS
MOTTLES®NONE
GROUND WA 7ER OBSERVED 0 41" SHEET 2 OF 2