HomeMy WebLinkAbout20230417 Revised Plan 979 Sea View Ave - Revised Plan SubmissionNOTE: If enclosures are not as noted, please contact us at (508) 255-6511
TRANSMITTAL
To:
Conservation Commission
Attn: Darcy Karle, Agent
230 South Street
Hyannis, MA
Date: 04/19/2023 Project No. C19442.00
Via: 1st Class Mail Pick up Delivery Fed Ex
Phone:
Fax:
Subject: Notice of Intent - Revised Plan
Proposed Cabana Improvements
Laurie J. Hall, Trustee
TMT Realty Trust
979 Sea View Ave
Osterville, MA
Map: 090, Parcel: 008
DEP File No: SE 3-6082
No. of pages to follow:
Plans Copy of Letter Specifications Other
We are sending the following items:
Copies Date No. Description
2 REV 4/17/2023 C2.1.1 Coastal Engineering Co., Inc. Revised Plan Showing Proposed Beach Cabana
Improvements
These are transmitted as checked below:
for approval for your use as requested for review & comment
Remarks:
Enclosed please find copies of the revised plan for the above referenced project, as discussed at the
4/11/2023 public hearing.
If you have any questions, please contact our office.
cc: Mass. DEP/SERO - Wetlands
TMT Realty Trust
Sarah Turano-Flores, Nutter McClennen & Fish, LLP
Sean M. Riley, Project Manager
By: Carla Davis
D:\DOC\C19400\19442 - No physical folder\Permitting\NOI - Cabana\Revised Site Plan 2023-04-17\Transmittal Template.doc
OS
WS
S
WV
OS
WS
EMGV
XXXXX X X
XXXXXXXXXRIDGE
EL.=44.1±
THRESHOLD
THRESHOLD
EL.=14.0±
BENCHMARK:
TOP OF CONC. BOUND
ELEV.=9.15 NAVD88
WWW10
10
9
11
12
13
9
11
99899.9
9.3
8.6
8.5
7.7
7.1
8.1
12.6
10.3
11.3
8.4
8.6PRIVATEWAY
VS
T
O
C
K
A
D
E
F
E
N
C
E
BIT. CONC.
TENNIS COURT STOCKADE FENCEBRICK WALLBRICK WALKEXISTING
5 BEDROOMFLOOD ZONE AE (EL.12')EILEEN WARD
CTF. #210302
ASSESSOR'S MAP 090
PARCEL 017
CBR
S
AR
E
A FOOTPATHPICKET FENCEEDGE OF PAVEMENT
WILLIAM & ELIZABETH ALLARD
CTF. #22367
ASSESSOR'S MAP 090
PARCEL 009-02
N60°
2
7'
5
3"
E N27° 20' 13"ES
5
2
°
1
1
'
4
7
"
E
S5
9
°
4
3
'
2
7
"
E
S88° 26' 57"E
S04° 33' 27"E100.07'
32.
2
7
'
43
.
2
8
'41.79'93.08'R=97.00'R
=
9
0
.0
0
'
L
=
6
0
.03'L=42.46'108.3'±157.1'±APPROXIMATE
LOCATION OF THE SOIL
ABSORPTION SYSTEM
EXISTING 1,000 GAL
PUMP CHAMBER
EXISTING 1,500 GAL92.0'±100' BUFFER FROM
EDGE OF DUNE
18" PINE
4" PINE
6" PINE
12" PINE
4" PINE 18" PINE
12" OAK
14" OAK
18" OAK
10" OAK
20" OAK
6" PINE
4" PINE
14" PINE
14" PINE
100' BUFFER FROM
EDGE OF DUNE
50' BUFFER FROM
EDGE OF DUNE
100' BUFFER FROM
DEP DEFINED
COASTAL BANK EEEEEEE E E EE
EEE
EEEE E E E E
E EEEEEGG G G G GGGGG
GGGGG G G G GGGGGGWVWM
W W
WWWWWWWW W W W W W
+15.
0
+12.25
+14.5
+12.92
+12.80
TW13.0 +13.0
+13.0
+10.0+11.0
11.0++10.5
+10.92
TW13.0
+12.1714.42+
14.42
+
13.0+
TW14.
5
TW13.
0
12.8+
+13.0+14.5+9.0 14.5+
13.44
+
+11.0 +13.0
+10.83
+11.0
+13.0
11.14
+
TW14.
5
TW13.
0
14.42
+
+12.60
+10.25
10.25+
13.5+
+12.75DDDD+12.9 +13.0
+12.82
12.92++12.93
D
D D DDDDDDDD+13.
5
+13.
4
6
TW1
5
.
5
+
10.0+
10.25
+
9.75+
10
10
13
13
12
11
9109
12
11
+12.75 12.50+
+10.75
EE
E
E
E
E
11
7.7+87.4+61.3'±OS
WS
S
M
WV
OSW
S
EMGV
XX X X X XXXX X X
XXXXXXXXXD20
D19
D18
D17
D16
D15
D14 D13
D12
D11
D10
D9
D5
D6
D7
D8
D4
D3
D2
D1
RIDGE
EL.=44.1±
THRESHOLD
EL.=13.3±
THRESHOLD
EL.=14.0±
BENCHMARK:
TOP OF CONC. BOUND
ELEV.=9.15 NAVD88
WWW0
11
2
3
4
5
6
7
7
8
66
7
8
9
8
7
6
10
9
8
7
88
7
7
6
5
6
6
7
8
9
10987654
5
5
6
7
8
9
10
10
9
11
12
13
131
2
11
10
9
8
0
11
2
3
4
5
6
7
8
87
6
7
8
910
6
8
7
6
7
5
11
12
13
14
15
14
13
12
1110
9
9
11
9989567
52110-110.4
7.5
10.7
8.8
9.9
9.3
8.6
8.5
8.1
12.7
12.6
3.6
5.8
7.3
10.4
5.9
15.4
5.8
6.3
9.5
13.1
13.1
10.3
5.5
7.3
10.4
11.3
8.4
8.6
NANTUCKET
S
O
U
N
DWEST BAYVVV
VVV S
T
O
C
K
A
D
E
F
E
N
C
E
CHAIN LINK FENCE
BIT. CONC.
TENNIS COURT STOCKADE FENCEBRICK WALLBRICK WALKEXISTING
5 BEDROOM
2 1
2 STY. DWELLING
DECK
ACCESSOR
Y
STRUCTURE
/FORMER
BOATHOUS
E
ED
G
E
O
F
C
L
E
A
R
I
N
G
FL
O
O
D
Z
O
N
E
V
E
(
E
L
.
1
4
'
)
FL
O
O
D
Z
O
N
E
V
E
(
E
L
.
1
5
'
)
FLOOD ZONE AE (EL.12')FLOOD ZONE VE (EL.14')FLOOD ZONE VE (EL.15')FLOOD ZONE AE (EL.12')ROBERT RITTUCI TRUST
CTF. #165869
ASSESSOR'S MAP 090
PARCEL 007
EILEEN WARD
CTF. #210302
ASSESSOR'S MAP 090
PARCEL 017
COMMONWEALTH OFMASSACHUSETTSCBR
S
AR
E
A
DECK
BOA
R
D
W
A
L
K
FOOTPATHBEACH
BEACH
ED
G
E
O
F
F
L
A
G
G
E
D
SE
C
O
N
D
A
R
Y
D
U
N
E PICKET FENCEMEAN HIGH
W
A
T
E
R
(
8
-
1
1
-
2
0
2
0
)MHW EL = 1.1'EDGE OF PAVEMENT
FOOTPATHCBRS AREADEM R
E
S
T
R
I
C
T
I
O
N
BOUN
D
A
R
YDEM RESTRICTIONBOUNDARYAPPROX. LIMIT OF ESTUARY ZONEOF CONTRIBUTION OVERLAYBEACHPRIMARY FRONTAL DU
N
E
A
S
D
E
L
I
N
E
A
T
E
D
B
Y
EPSILON ASSOCIATES
,
I
N
C
.
O
N
J
U
L
Y
1
,
2
0
2
0
.
CABANA
DECK
WILLIAM & ELIZABETH ALLARD
CTF. #22367
ASSESSOR'S MAP 090
PARCEL 009-02
DUNE FLAG
(TYP.)
PRIMARY FRONTAL DUNE AREA 10' WAYWETLAND NO. 382
WETLAND NO. 382
WETLAND NO. 785
N85° 14' 23"E
N60°
2
7'
5
3"
E N27° 20' 13"ES5
9
°
4
3
'
2
7
"
E
S88° 26' 57"E
S04° 33' 27"ES02° 41' 33"W182.88'341'±100.07'
32.
2
7
'
43
.
2
8
'
93.08'
111'±R=97.00'R
=90
.0
0
'
L
=
6
0
.03'L=42.46'FOOTPATHLOT 7
AREA TO MHW
207,800± S.F.
4.77± AC.
108.3'±157.1'±5.9'±
APPROXIMATE
LOCATION OF THE SOIL
ABSORPTION SYSTEM
EXISTING 1,000 GAL
PUMP CHAMBER
EXISTING 1,500 GAL
SEPTIC TANK
SECONDARY DUNE AREA 92.0'±100' BUFFER FROM
EDGE OF DUNE
50' BUFFER FROM
EDGE OF DUNE
TOP OF DEP DEFINED COASTAL BANK
NOT A BARNSTABLE COASTAL BANK
18" PINE
4" PINE
6" PINE
12" PINE
4" PINE 18" PINE
12" OAK
14" OAK
18" OAK
10" OAK
20" OAK
6" PINE
4" PINE
14" PINE
14" PINE
24" PINE
20" PINE
100' BUFFER FROM
EDGE OF DUNE
50' BUFFER FROM
EDGE OF DUNE
100' BUFFER FROM
DEP DEFINED
COASTAL BANK
3 BEDROOM ACCESSORY STRUCTURE
UNDER CONSTRUCTION SE# 3-5824
F.F.E.= 13.50
PROPOSED
POOL HOUSE
F.F.E.= 13.00
LA
N
D
W
A
R
D
L
I
M
I
T
O
F
S
E
C
O
N
D
A
R
Y
D
U
N
E EEEEEE E E EE
EEE
EEEE E E E E
E EEEEEGG G G G GGGGG
GGGGG G G G GGGGGGWVWM
W W
WWWWWWWW W W W W W
+15.
0
+12.25
+12.
3
8
+14.5
+14.5
+12.92+12.92
+12.92
+12.80
TW13.0 +13.0
+13.0
+10.0+10.0+11.0
11.0++10.5
+10.92
TW13.0
+12.1714.42+
14.42
+
13.0+
TW14.
5
TW13.
0
12.8+
TW14.5
+10.5
TW14.25
+13.0+14.5+9.0 14.5
+
13.44
+
+11.0 +13.0
+14.
5
+10.83
+11.0
13.5
+
+10.5
TW16.0 +13.0+13.0
11.14
+
TW14.
5
TW13.
0
14.42
+
+12.60
+10.25
10.25+
13.5+
+12.75DDDD+12.9 +13.0
+12.82
12.92++12.93
D
D D DDDDDDDD+13.
5
+13.
4
6
TW1
5
.
5
+
10.0+
10.25
+
9.75+
10
10
13
8
9 10
11
12
13
14 131211109
10
12
11
9109
12
11
OUTLINE OF PROPOSED SEWAGE
DISPOSAL SYSTEM SYSTEM10.3'10.8
'
16.2'
+12.75 12.50+
+10.75
EE
E
E
E
E
11
7.7+87.4+
PROPOSED DECK MODIFICATIONS
(SEE ARCHITECTURAL PLANS FOR
CABANA / DECK MODIFICATIONS)
STAIRS TO
BE REMOVED
FLOOD ZONE:
ASSESSORS MAP 090, PARCEL 008
CTF. #198026
L.C. PLAN 10939-D, LOT 7
L.C. PLAN 10939-A
L.C. PLAN 10939-E
L.C. PLAN 2664-101
REFERENCE:Coastal Engineering Co., Inc. c 2023PROJECT NO.
OF SHEETS
DRAWN BY
DRAWING FILE
CHECKED BY
DATEPROJECTSCALE SHEET TITLESEAL DATENO.REVISIONBYKEY MAP
NO SCALE
OSTERVILLE, MA
PLAN
ELEVATIONS SHOWN HEREON ARE
BASED ON THE NORTH AMERICAN
VERTICAL DATUM OF 1988 (NAVD 1988)
DATUM:F:\SDSKPROJ\C19000\C19442\C19442-00\C19442-C_1_24836_b9538a8c.sv$.dwg 4/17/2023 4:18 PM1 inch = 30 ft.
30 15 0 30 90 979 SEA VIEW AVENUE979 SEA VIEW AVENUEOSTERVILLE, MAC19442.00PLAN SHOWING PROPOSED BEACH CABANA IMPROVEMENTSC2.1.1
1 1
AS NOTED
03-10-2023
C19442-C.dwg
WGM
SMR104-17-2023ADD NOTES REQUESTED BY COMMISSIONWGMMASS. COORD. SYSTEM NAD 1983 MAINLAND ZONEFLOOD ZONE VE (EL 15), ZONE VE (EL 14) AND ZONE AE (EL 12)
SHOWN ON THIS DRAWING ARE A DIRECT REPRESENTATION
OF THE GRAPHIC FLOOD ZONE BOUNDARIES SHOWN ON FEMA
FIRM PANEL #25001C0757J EFFECTIVE JULY 16, 2014. PLEASE
NOTE THAT SITE SPECIFIC FLOODPLAIN BOUNDARIES MAY
VARY DUE TO DIFFERENT INTERPRETATIONS OF THESE
BOUNDARIES. USERS ARE ADVISED TO VERIFY LOCATION OF
THESE BOUNDARIES WITH THE DESIGNATED COMMUNITY
FLOODPLAIN MANAGERS AND/OR FEMA PRIOR TO SITING ANY
PROPOSED STRUCTURES.
SEA VIEW AV
E
NANTUCKET SOUND
WEST BAY
LOCUS
BOUND
LEGEND
WATER LINE
WATER VALVE
ELECTRIC METER
CONTOUR
SPOT GRADE
MISCELLANEOUS MANHOLE
GAS METER
IRRIGATION CONTROL BOX
CONIFEROUS TREE
DECIDUOUS TREEOSWM
GV
CATCH BASIN
COASTAL DUNE BOUNDARY
D11
UNDER CONSTRUCTION
SE #35843
1.CABANA LIGHTING MUST BE
CONNECTED TO A TIMER SWITCH
2.BEACH GRASS MUST BE PLANTED
WITHIN THE FOOTPRINT OF THE
STAIR TO BE REMOVED
NOTES:
04/19/2023