266 CANAL ST - PLANNING 266 Canal St WSP & SPR
John Bertini
c�a Ao, ,
P
- Cit#ti ofSttlem, 1tt�sttrl�usk�##s
3,rs w. F Planning Poxra
am E Mm $alrm (6rern
r
Decision
cr-
December 6, 1999 *�
m�
� v
John Bertini, Trustee
C/o Arty. George Atkins
Ronan, Segal, and Harrington
59 Federal Street
Salem, MA 01970
RE: Boat Storage Facility, 266 Canal Street
Site Plan Review and Wetlands and Flood Hazard District Special Permit
On Thursday, December 2, 1999, the Planning Board of the City of Salem opened a Public
Hearing regarding the application of John Bertini, Trustee under Site Plan Review and Wetlands
and Flood Hazard District Special Permit for the change of use of the building from a market to a
boat storage facility at 266 Canal Street. There will be no external changes to the existing
building made, except for the installation of an overhead door and a ramp. In addition, the
applicant proposes the installation of a new water line and new sewer line from Canal Street to
the structure. Approximately thirty (30)boats will be stored within the former industrial
building and an additional thirty (30) boats will be stored on the outside.
The Public Hearing closed on December 2, 1999. At a regularly scheduled meeting of the
Planning Board held on December 2, 1999, the Board voted by a vote of nine (9) in favor, none
opposed,to approve the application as complying with the requirements of Site Plan Review and
the Wetlands and Flood Hazard District , subject to the following conditions:
1. Conformance with the Plan
Work shall conform with the plan entitled, "Site Development Permit Prepared For The 266
Canal Street Trust, Salem, MA", prepared by Eastern Land Survey Associates, Inc., dated
September 29, 1999 and revised November 12, 1999.
2. Amendments
Any amendments to the site plan shall be reviewed by the City Planner and if deemed
necessary by the City Planner, shall be brought to the Planning Board. Any waiver of
266 Canal Street
December 6, 1999-2
' conditions contained within shall require the approval of the Planning Board.
3. Signage
a. Proposed signage shall be revived and approved by the City Planner and the Sign
Review Committee.
4. Lighting
a. No light shall cast a glare onto adjacent parcels or adjacent rights of way.
Construction Practices
All construction shall be carried out in accordance with the following conditions:
a. Work shall not be conducted between the hours of 5:00 PM and 8:00 AM the following
day on weekdays or at any time on Sundays or Holidays.
b. All reasonable action shall be taken to minimize the negative effects of construction on
abutters. Advance notice shall be provided to all abutters in writing at least 72 hours prior to
commencement of construction of the project.
c. Drilling and blasting shall be limited to Monday-Friday between 8:00 AM until 5:00 PM.
There shall be no drilling or blasting on Saturdays, Sundays, or holidays. Blasting shall be
undertaken in accordance with all local and state regulations.
d. All construction vehicles shall be cleaned prior to leaving the site so that they do not
leave dirt and/or debris on surrounding roadways as they leave the site.
e. All construction shall be performed in accordance with the Rules and Regulations of the
Planning Board, and in accordance with any and all rules, regulations and ordinances of the
City of Salem.
f. All construction vehicles left overnight at the site, must be located completely on the site.
5. Clerk of the Works
A Clerk of the Works shall be provided by the City, at the applicant, his successors or
assigns' expense, as is deemed necessary by the City Planner.
6. Other Approvals
The applicant shall receive all other necessary approvals from other Boards and
Commissions, particularly any licenses required in the City of Salem.
7. Board of Health c,
All Board of Health requirements as specified in the decision, shall be strictly adhered to. p
8. Fire Department o
All work shall comply with the requirements of the Salem Fire Department.
t3
NJ D
266 Canal Street
December 6, 1999-3
9. Conservation Commission
All work shall comply with the Order of Conditions issued by the Salem Conservation
Commission.
10. Building Inspector
All work shall comply with the requirements of the Salem Building Inspector.
11. Utilities
a. Utility installation shall be reviewed and approved by the City Engineer prior to the
issuance of a Building Permit.
12. Maintenance
a. Refuse removal, ground maintenance and snow removal shall be the responsibility of the
developer, his successors or assigns.
b. Winter snow in excess of snow storage areas on the site shall be removed off site.
13. As-built Plans
As-built plans, stamped by a Registered Professional Engineer, shall be submitted to the
Planning Department and Engineering Department prior to the issuance of the final
Certificate of Occupancy.
14. Violations
Violations of any condition shall result in revocation of this permit by the Planning Board,
unless the violation of such condition is waived by a majority vote of the Planning Board.
I hereby certify that a copy of this decision and plans has been filed with the City Clerk and
copies are on file with the Planning Board. The Special Permit shall not take effect until a copy
of this decision bearing the certification of the City Clerk that twenty (20) days have elapsed and
no appeal has been filed or that if such appeal has been filed, and it has been dismissed or
denied, is recorded in the Essex South Registry of Deeds and is indexed under the name of the
owner of record is recorded on the owner's Certificate of Title. The owner or applicant, his
successors or assigns, shall pay the fee for recording or registering.
Walter B Power, III
Chairman
6 C,3<T,
O�
_ r:7
ZZ, n�
N
DETAIL
9 ° EROSION CONTROL SILTATION' FENCE
NOTE ..A..
tia� Propoed water and sewer connections and restoration of 0�ti
AT 8' 0" (MAX.) O.C.POSTS Canal Street shall be In accordance with the re urements
3R o vow qY _ � 9 0� -
AT 8•-0� (MAX.) O.C.
of the Salem' ' Department of Public Works G
*bee M a'LRAFE
0'l SEE NOTE"A"
DIMENT a
Ol-
T'OCVS IRECTION
t to ES
UND
o prnS 4 i
S-TV ��. ZONING AJ
L OXI MA A-2
j>EFFERso, P` TRS P`
APPROXI Y R-83►
Us
N DISTRICT
1301 N�A`��� A-4 2�CURB STOP
A-7 71
6 -l0 A _ _c
=AIL 1 A-11 A
UNDISTURBED SUBORAaE A-1 \ to �. BIT..
LOCUS MAP �' \
— I,nl A-13 F
DITCN A-14 WATER SER/ \� . GP '
DRAINAGE a ` SRC- 0 ,
454.94' ABANDON EXIST ��2���2 s
OSED OPOSED 2" .` 4 "
R= / n/f B & M RAILROAD PROP ENCE PR SEWER �� f''
7Za
SILTF FORCE
6'7 L =/36,26 CHAIN LINK FENCE
A - r
AREA B
NDARYI- A-17 A-I6 f ,, FM - / yE0 6 ",0�� E•
R = 1472.69 L = 415.54 TRACKS �- A-I_�_ SNED S " p0 •�0�
A-2 A-_ "SEWER , 17. PROPOSED h�
-�- °' PROP 4
A-22 W ro GRINDERPI ;
:w
aw EXISTING BUILDING 101,
GATES •: ��
+ C r e S A-25 -24 _ v -�'��,• 340.5 I"DOM 9.8 CW;4,A TER
• ,
0 .3+
� G CONC•PAD _. ., (CONNECT TON`'
13 V L PROPOS .. • , C0,14C.
G
ED RAMP PAD
R= 583,69 Q E �( IS TIN SLOPE'=5% A
L = 329.43 A-33 LOOK ELEVATION=13.a
70.1 F T— o
/ Z •o•
A-34° / e r 9' 8 SR-T FENCE f /
PROPOSED 9.70 z
8 / 9.5 •
1 / r \ �� 9.37 Z
O/ ,
RESP D A-35 AREA V� mA,64
m 9.23 T' 61 A-62 -
p C TRUST A o\ PARKING /�� -60 P Q 10 - A,65
un VEL 9.0� 7 -59 A .. _ 3
THER REALTYT Q I GRA �� A-6 40_ - •, As
ES p.3 l 8.67 // -55 A-57
,..,_— .._---•d '�'
8.62 / ,54 4 a—'
A-38 a / A-52 4'53 ,0'- a ��
9 4'` �- �' 7' CHO LW CE
1 v 610.00' S�
4-39 ° /
0 WETLAND RESOURCE AREA
e 9 rA'S BOUNDARY
A-40 A-A6
in Earth in Ledge
Min.num Bearing Face .Area for Concrete Thrust Btaces ITRUST
1REALTY �O
- Ape Sas, 90•D•�O! 45'B•nd 22.3"B•na Tee.,t>Sugs,C•o.,f3,Hyaronte; '
1a r1
- Intl+.s ea ft ( q./f. � ea.h. - _
ESTNER
n I �f t
113'Grade h Road I Gravel. or as required13
L 0 J
by roadbed spec fications, In areas
AaoN p.eacsted an a sotar pnnwe N 223 es. oma so+1 r•ufroner of ZCCQotf"
WATER TtCMT 1t0, IRP �C1
r
. - Far -other sass ane safun in the abe.e tape snag be nwmyied bye- - \ feat pawl, rlti a fYf}OC. Of directed. STRAIN RELIEF CORD
In Earth In Ledge soft clay 4
\ CONNECTOR 0
s 1 Sand 2 \ ` PROTECTIVE CABLE SNRCUD
Sane el a.et 1 33 •:•:::..:.
T.SCf..t•c.n..w+w to s.w te••ON.e.edK•.w.. Shot• 01♦ \ _ - - (FRP)
t •. •...«.rw sr+wfro. :3 tTwet bloc(. to be S000ID, eoncrete \ /Q
'• Nacea against .wdlstlwOsd w.oror.OL \. ; 1 r
FIELD JOINT, REQUIRED
y w Tttoroughty Compacted Select Backfill ....,.: FOR YODELS-TALLER POWER/ALARM CABLE
il�f..ry Keep Concrete clear of Owen, to.ats \..
��"�-1, i2-6 w/GND
THAN 2010 - 93
.3
,
Beonng area against wid.stwaed Inals"al - -
r :_ t1•evdt«dude re we«ne.er.swt•te t.•e-M } ..... .- ..... . r... ... .:.— ELECTRICAL QUICK DISCONNECT
(EDD)
.f. . i , INTERNAL WELL VENT
ur •
}y,... _
CORE CONTROL COMPARTMENT 2.0' DIA.
,- M,.....+e.ne.•ernw a P.O.. I's* .';r ASCE Class 13 Gavel Backfill to 12, BREATHER
1
rad < .• .. , above pip! I `' -
'INLET, CROMuEi
q TO ACCEPT 4.50. O.D
�{. , \ QUICK DISCONNECT ASST.
PVC PIPE (STANDARD).
-y _ — _ _.�._ (304 S.S.) 1
Compacted Crushed OFOR SHIPMENT (NOT
D
& ,
,, •, � ..Stone or Pea
r , _ \ 2 - PLANNING BOA
3 Passing 1/'and SS CAST BALL VALVE SUITABLE FOR BURIAL)
pp{ . TOMMM(t•.•e•e1N Wet eK.fitl M..•..• t -
y ( Retained on No,4 RD
fry pNtw.the. ! u/w..•tn.) A•r'" ;\ 35 in -
it•w 12 DISCHARGE
1'1/4' FNPi 69e mm
\\
r
y ALApN APPROVED
1-1/4" DISCHARGE L9+E TO ttLET
►Ar _ s _ (304 S.S.)
r
26 In
t�e
a.i_ . ,-} z+•:... ".a'n ` i 0 41 in CHECK VALYE CN 650 mm
— • n7E PLAN t
�► 1040 mm (GLASS FILLED I
1B In 47 sol r
• o P 10 dSCMARCE NORTL) OFF 447 mm .179 l .
a 9M Ds QczC, " °S^eTa^�� .
1Wr u}Ju� 32 sol.
ANTI-SIPHON VALVE 121 L
- (GLASS FILLED
SITE IS LOCA TED IN A B ZONE AS SHOWN ON NDRrI)
14 M
345 mm
FEMA FIRM 250/02.00058, DATED" �-5-85 3o DIA In,
749 mm 24 sal.
GENERAL NO TES 91 L SITE DEVELOPMENT PERMIT
G E N D -
1) THIS PLAN IS THE RESULT OF AN ON THE GROUND FIELD SITE IS SHOWN ON SALEM ASSESSORS MAP DIRECTLY DRIVEN BY A 1 HP ,OTOR NSF
SEMI-POSITIVE DISPLACEMENT TYPE PUMP
SURVEY AND PUBLIC AND PRIVATE PLANS. 32 AS PARCEL 38
PLAN OF LAND
CAPABLE Of DELIVERING 9 spm AT U8'-TAH.
(34 Fpm AT 42m TD.H.)
SLS CAH 1/25/99 F I/16
r
o SMH EXISTING SEWER MANHOLE
2) UTILI TIES SHOWN ARE BASED UPON FIELD SURVEY-AND PLAN REFERENCE : BOOK 2882 PAGE 51
o DMH EXISTING DRAIN MANHOLE DR CW'D DATE 1 SALE �oCATED IN
o CB EXISTING CATCH BASIN NOTE- A CONCRETE ANCHOR
RECORD PLANS AND ARE NOT NECESSARILY INDICA 77VE OF SALEM ,HYD EXISTING HYDRANT REOl11SEE INST�ATION INSTRUCTOSOATpJG. MASS .
OR fdEWEg•8Y8TEMs
UNDERGPOUND CONDI TIONS. WG EXISTING WATER GATE SPECIFIC CUT T _
DEED REFERENCE. BOOK 10716 PAGE 430
FOR SIZE AHD wEILrIr of ANCHOR MODEL 2�JT0• DETAIL SHEET
. — 100 EXISTING CONTOUR
PREPARED BY
3 THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND — 100.00 EXISTING SPOT GRADE Pn 0908 PC 1 EASTERN) ZONING DisrRicr /s HIGHWAY BUSINESS, B 2 . . UTILITY POLE _ E N LAND SURVEY ASSOCIATES, INC.
DETERMINING THE LOCA TION, SIZE AND ELEVA 77ON OF ALL AND INDUSTRIAL,
RETAINING WALL
'
EXIS77NG UTIL117ES, SHOWN OR NOT- SHOWN ON 774ESE PLANS - - - CHRISTOPHER R. MELL O, PLS
STONE WALL -oTj
PRIOR TO ANY CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED :;,�� ' �� r ;
104 LOWELL ST. PEABODY, MA. 01960
IN WRITING OF ANY U77Ll1TES FOUND INTERFERING WLTH 1}-lE CURB
..�x x FENCE cHlzis��R
PROPOSED CONSMUC770M AND APPROPRIATE REMEDIAL AC77ON - ,�'`n L_ (978) 531-8121
,c� .FLLD � .f
BEFORE PROCEEDING N�7T-I THE WORK.
D:s SCALE: 1 " = 40' SEPTEMBER 29 1999
C� � 6/STEQ
4) 7H/S PLAN IS BASED ON THE REFERENCED PLANS, DEEDS PHOTO REPR0 UCTIO OF THE ABOVE SEAL Is PREPARED FOR
INDICATIVE OF UNAUTHORIZED REPRODUCTION '
AND 77-IE RESULTS OF-A FIELD SUR I/EY AS OF 7N/S DATE. OF THIS PLAN -AND IS TO BE CONSIDERED A Th e 266 C Street T �
NOCERTIFICATION IS INTENDED AS TO PROPERTY 17TI.E
COPYRIGHT INFRINGEMENT AND/OR FRAUD.
OR AS TO THE EXISTENCE OF UNWRI TTEN OR UNRECORDED ENFORCEMENT AUTHORITY SHALL NOT ACCEPT
PHOTO REPRODUCTION FOR AhgY.PURPOSE. '
EASEMENTS.
,
0 20 40 80 120
REVISED II-12-99
F 116153
T
LIICCI
i
t ILt
i