64-524 - 14 HUBON STREET - CONSERVATION COMMISSION (002) 1
MMEFF---DEP 64- 1574
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LICENSE NO.
Approved by Department of Environmental Protection
Date:
I I \RFV
I
MICHAELDEED LORI 119 SEV I Sg4v,
168
MAP 37 LOT 43 SITE til
10 HURON ST NORTH
RIVER
co
�ymp
COLLINS
Nff ZrOOD� mO COVE
MAR1AMTESSTO I tozirs� VICINITY MAP
DEED30031311LOT 50 I ~ m SCALE 1" =2000'
MAP 37 LOT 50 1 I CIt
9 0 _ __ SITE LOCATION:
'= Z N42" 32'09" ,W70°53' 18"
ZI i m W
M FEMA 100-YEAR
a #14 HUBON I -mi IrFLOOD
CONCRETE BLOZONE
BUILDING ZONNEE AA2 10
2=EL.
CONC.SLAB EL.10.6±
1 41 I; NIF
r WILLIAM SEMONS
-- EXIST.SEAWALL DEED 16115/154
r�
Rip-Rap 1 TOP EL.9.4 MAP 37 LOT 41
19 HUBON ST
� I
TX 25'
ALUMINU y
GANGWAY N PROPOSED
v s TIMBER PILE
a PROPOSED.6'20' (TYP OF 4) MEAN HIGH
o SEASONAL FLOAT TO WATER
s RESTON FLOAT 3X4'
U STOPS AT LOW TIDE FLOATS
08.9'
ABUTTERS PIER 43.2'
40'±
MEAN LOW J 49.6.
` WATER
soo'± North River #19 HUBON ST.
d BRIDGE ST. (TIDAL FLATS) EXISTING PIER
/ BYPASS STEEL
3 BRIDGE
p SOY
0 15 30 60
o SCALE 1" =30'
PURPOSE: SIMPLIFIED LICENSING PLAN ACCOMPANYING PETITION OF PROJECT DESCRIPTION:
PRIVATE PILE-SUPPORTED PIER
ADJACENT PROPERTY OWNER: AND FLOAT OVER FLOWED
COLLIAM LLC TIDELANDS
1.William Semons 14 HURON STREET IN: NORTH RIVER AT:SALEM, MA
2. Patrick Murtaugh SALEM, MA COUNTY OF: ESSEX
E
0 3. Michael 8 Lori Swasey STATE: MASSACHUSETTS
4. Mary Tamilio BY APPLICANT: COLLIAM, LLC
V
o DATE: 3/8/12 SHEET: 1 OF 2
2
LICENSE NO.
Approved by Department of Environmental Protection
Date:
EXISTING BUILDING DOUBLE 4x12 BENT CAP
WITH SLIDING WITH WINCH HOIST
22
GLASS DOOR (TO RAISE GANGWAY)
_.........................................................._......I............................_...................
n20 ................. .. .............................................................................................................................................................................................
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d ................ ..................................................................... ..............................................................................................--.....................
18 ................ ..................................................................._.... ...._.............................................__._......._...................__............
.........
o ................ .................................. .... .................................................................................................................
a 3'x25'GANGWAY:-
16 ................ ..................................... .................................. ...............................................................-..................................................
v ................ .......................................................................... ......
1 q ................ ........................................................................... .....42'=:8......:::::..::::::::::::::::::::::::::..::::::::::::::::::::::::::::::::::::::::: :::::::::::::
o .....I.......... .................. ............................................... ....................-............................................................ ..
a o 12 ................ .. .......... F..EMA.100-YEA
> .................................... ................................................ .............................FLOOG ZONE::::
c910 ................ .. ........ ..... ..... ......... ... ................................................. ......................�—
a z .. . ... ..... .. ....... .... ..... . .............................EL: 1fl:0................
...............................................
Nrn 8 .............. ............. ... .......... ..... .... ........ ...
rng .............. .............................I............. .. ....... ...... .. . ......................................... .............................MHW......................
M q ....—.... .. ..........................PILE GUIDES............. EL:5:0±...—.......
...............................
N LL 2 ........ ....::::::::::::........:::: .... ..:4):::::::::::::.... : .............
o EXIST:.:::::::::.:::::::::::::::::::::::::::::.:::............:::.::.::: .. ::::::::::......................I.......... ..............................MEAfd WATER..
N z 0 ........... . ........... ........ .......................
O MASONRY ......... ... 0::::.::::..:::.:::
— EXISTING:::.::::.:::::.:::.:::::.:::......:::...:::.:::::.::::... .::.................f...............................................................
< _2 .......................
SEAWALL.::::::::::::.::: .................. ...........
> 4
MUD FLATS............................ . ................... ......................
J FLOAT:STOP?CROS:S::::::.::::::: : :...:::...:::::::::.:::...::::..::..:::::::::::: :::::::::::::::............. @t:::::::::::::::
w _g ...................................
M€MBER;TO;PR..... MIN:•:::: :::.. ::::::::::.:::::::::::I.....I...............:::...:::::.::::::::::::::::::.::::............................:
_8 .......................
2.0'CLEARANCE BETWEE ........... ................................................. ...............................................................
_ ............................................................
o .......::::.::::.....BOTTOM.OE.FLOATS.AND:::..:::::::::.:::::..::::::::.::::::.:::.....::.:::::...::..:::: .. ............................................................
-12 ...............................................
.......TiDALFLAT.................................................................................................................................
.................................................................
-14
�. MIN. 15' EMBEDMENT MIN. 10'EMBEDMENT.
i FOR FLOAT PILES. SPACE SPACE PILES APPROX.
a FLOAT PILES APPROX. 7.0'0.C. SECTION A-A 13'O.C.
a SCALE: 1"=10'
i
N 0 5 10 20
o SCALE 1"= 10'
PLAN ACCOMPANYING PETITION OF PROJECT DESCRIPTION:
PRIVATE PILE-SUPPORTED PIER
a AND FLOAT OVER FLOWED
COLLIAM, LLC TIDELANDS
14 HUBON STREET IN: NORTH RIVER AT: SALEM, MA
SALEM, MA COUNTY OF: ESSEX
o STATE: MASSACHUSETTS
BY APPLICANT: COLLIAM, LLC
V
o DATE: 3/8/12 SHEET: 2 OF 2
d — —
a
\ #15N/F
NOTES: \ /Deed
trick Murtau1) EXISTING CONDITIONS SURVEY WAS CONDUCTED BY GRIFFIN ENGINEERING IN 14079 78
APRIL 2010 AND AUGUST 2011. \ ap 37 Lo 40 /
2) ELEVATIONS REFER TO THE 1929 NGVD. EXISTING SEWER INVERT WAS I /
USED AS THE BENCHMARK. INVERT ELEVATION OBTAINED FROM CITY
ENGINEERING DEPT. #17
I \ \
/
3) PROPERTY LINES SHALL BE CONSIDERED APPROXIMATE. I S \/y \ N F
\ \ \ / William Semons
4) AS—BUILT SURVEY PERFORMED BY GRIFFIN ENGINEERING GROUP, LLC ON \ \ I C��jjj/� /lJ , Ni \ / Deed 16115/154
FEBRUARY 1, 2013. \ ` \G, v0�s Map 37 Lot 41
ee
PLAN REFERENCES: , G\Atljj!\S / #19 /
1) ESRD DEED BK. 29279, PG. 106. \ G\e hra\S K \ \
2) RECORD OWNER: COLLIAM, LLC N/F \ C J') \ y'
Michael & Lord Swasey
3) LOCUS AREA: 4,530± SQ. FT. (0.104 ACRES) Deed 16895/113
4) CITY OF SALEM ASSESSOR'S MAP 37 LOT 42. Mop 37 Lot 43 N G\
S
5) FIRM COMMUNITY PANEL NUMBER 250102 0001B DATED AUGUST 5,
1985 INDICATES THAT THE PORTION OF THE NORTH RIVER ADJACENT TO \
THE THIS PARCEL IS WITHIN FLOOD ZONE A2 WITH BASE FLOOD \ \ 1 \C �,`Q� i \
ELEVATION OF 10.0. \
� � CB
6) ESRD PLAN BOOK 396, PLAN 28. \ /� \ \ I RimSMH \ Rim=99.79
Bit. Conc. \ Gas / Rim=101.75
7) CITY OF SALEM SEWERAGE SYSTEM PLAN & PROFILE OF HUBON r Parrk�iing Area (\ \gS, `P `L) (�\ \
STREET (SHEET #6) BY WHITMAN & HOWARD, INC. DATED MAY 1961. \ 1 ��` \
ELEVATION ON PLAN ARE BASED ON CITY OF SALEM DATUM. �J \� \ SSeaweawall
8) ORDER OF CONDITIONS ISSUED BY SALEM CONSERVATION COMMISSION
ON APRIL 27, 2012 (DEP FILE #64-524 / ESRD BK. 31428, PG. 219). \\ I \
9) DEP CHAPTER 91 LICENSE PLAN NO. 13287 (ESRD Bk. 31428, Pg. \ \\ \
213 . �IeDl Drain \
El. 11.9± / \ �,ti Pipe5.54•
AS—BUILT PLAN NOTES EI. 10.6± \ / Masonry _
1) SUBMITTAL OF A AS—BUILT IPLAN IS NOT A WARRANTY THAT ALL I \/
WORK WAS PERFORMED AS THE ORIGINAL DESIGN PLAN REQUIREMENTS. '` �/ Seawall
ENGINEER MADE NO OBSERVATIONS DURING INSTALLATION, AND MADE 40" Tr
ELEVATION AND DISTANCE MEASUREMENTS FOR AS—BUILT PLAN ONLY.
2) INSTALLER WAS ALSO RESPONSIBLE FOR HORIZONTAL AND VERTICALExist. Footin
CONTROL OF ALL SYSTEM COMPONENTS, SAFETY MEASURES, /
DAY—TO—DAY CONTROL OF WORK AND CONSTRUCTION METHODS. / ,� /� (TOF=7.9±,1 _
3) THESE PLANS SHOW ONLY THOSE SITE FEATURES IN THE IMMEDIATE2��4' f-' EI. 11.2± #14 Hubon / '0-'
Concrete Block
AREA OF THE PERMITTED WORK THAT WERE VISUALLY APPARENT ON THE
DATE OF THE SURVEY. THE ABSENCE OF SUBSURFACE STRUCTURES, N/F 1-Story BldgF9
UTILITIES, ETC. IS NOT INTENDED OR. IMPLIED. 11 Amus St.
Deed 3003/311 / / i 3 X 25
Map 37 Lot 50 he �' / ALUMINUM / 90 S
GANGWAY /"A 004 1\ No Date Description TIDAL , Revisions
North /� FLATS
River �"V_
G 6'x16' FLOATING DOCKidge Steel J /
WITH PILE GUIDES AND,-� Bridge
FLOAT STOPS.
' �f 9Os
Wood Deck 23.2Concrete S ROBERT N
42.5' / / Overhang on r� a GRIFFIN
Bridge �U1 A 1{36686 \ 2
M Rip-Rap
48.1
Engineering
Group, LLC
P.O Box 7061
100 Cummings Center, Suite 224G
Beverly, MA 01915
m
r; 2'
Tel: 978-927-5111
Fax., 978-927-5103
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Colliam, LLC
14 Hubon Street
Salem , MA
3 GRAPHIC SCALE As—Built Plan
v1 10 0 6 10 20 40
For -Certificate
1
of Compliance
( IN FEET )
1 inch = 10 ft.
Scg,Le, 1'=10'
INDEX OF DRAWINGS Job No.:
C-1 Site Plan to Accompany Notice of Intent
C-2 As—Built Site Plan for Certificate of Compliance C- 2
File Name
a
' D.gfg., 3/6/13