HomeMy WebLinkAbout240820 RDA Bentley 71 South Street (Compiled) - No Check
REQUEST for DETERMINATION of
APPLICABILITY
71 South Street, Steamship Authority Hyannis Terminal
Sewer System Pump Repair
August 2024
PREPARED FOR:
The Steamship Authority – Hyannis Terminal
PO BOX 284
Woods Hole, MA 02536
PREPARED BY:
Contents
Cover Letter
Request for Determination of Applicability Forms
WPA Form 1
RDA Submittal Platform for WPA Form 1 (eDEP)
Local Forms
Project Signature Sheet – Form A-B
Property Access Form
Abutters Notification
Vision Property Card
Abutters Map
Certified List of Abutters
Notification to Abutters
Directions to Site
Project Narrative
Attachments
Attachment A – Locus Maps
Figure 1 – USGS Topographic Map
Figure 2 – Aerial Map
Figures 3 & 3A – FEMA Flood Insurance Rate Maps
Figure 4 – Constraints Map
Figure 5 - Soils
Figure 6 – Environmental Justice Communities
Attachment B – Project Plans
horsleywitten.com
August 6, 2024
Barnstable Conservation Commission
367 Main Street
Hyannis, MA 02601
Re: Request for Determination of Applicability
Sewer System Pump Repair – Hyannis Terminal, Barnstable, Massachusetts
Dear Members of the Conservation Commission:
On behalf of the Applicant, The Steamship Authority (SSA), Horsley Witten Group, Inc. (HW) is
filing the enclosed Request for Determination of Applicability (RDA) for the Sewer System
Pump-out relocation at Hyannis Terminal located in Hyannis (Barnstable), Massachusetts.
Currently, the vacuum pumps and associated control panel are located in below-grade vaults
with the sewage storage tanks. The upgrade will relocate the vacuum pumps and control panel
to an aboveground structure in the existing parking area. The Applicant is specifically seeking a
negative Determination to allow this work to move forward under this RDA.
Proposed activities will occur entirely within existing paved or landscaped areas. Portions of the
activities will occur within the 100-foot Buffer Zone to Coastal Bank and all work will occur
within Land Subject to Coastal Storm Flowage (LSCSF), jurisdictional areas under the
Massachusetts Wetlands Protection Act (M.G.L. Ch 131 § 40) and the Town of Barnstable
Wetlands Protection Bylaw (Chapter 237). Downgradient resource areas will be protected
through the implementation of an erosion and sedimentation control barrier that will remain in
place until all disturbed soils are stabilized. Details of the proposed project are provided on the
project plans entitled, “71 South Street, Steamship Authority Hyannis, Barnstable,
Massachusetts, Permitting Set,” dated August 5, 2024, prepared by HW in conjunction with
GDG Consulting Engineers, Inc.
Enclosed please find one original plus 8 copies of the RDA application materials, including
project plans, project narrative, locus maps, and abutter materials. A check in the amount of
$175.00, made payable to the Town of Barnstable, is enclosed to cover the RDA filing fees. A
copy of this RDA has also been provided to the Massachusetts Department of Environmental
Protection, Southeast Regional Office via eDEP.
Barnstable Conservation Commission
August 6, 2024
Page 2 of 2
H:\Projects\2023\23142 Steamship Hyannis
Terminal\Permitting\RDA\sourcedoc\2_CoverLetter_Steamship_Hyannis_23142.docx
Thank you in advance for reviewing this RDA. Should you have any questions, please do not
hesitate to contact HW (508-833-6600).
Sincerely,
Horsley Witten Group, Inc.
Amy M. Ball, PWS, CWS
Senior Associate
Enclosures
cc: MassDEP, Southeast Regional Office
Michael Bentley, The Steamship Authority
Massachusetts Department of Environmental Protection
eDEP Transaction Copy
Here is the file you requested for your records.
To retain a copy of this file you must save and/or print.
Username:
Transaction ID:
Document:
Size of File:
Status of Transaction:
Date and Time Created:
Note: This file only includes forms that were part of your
transaction as of the date and time indicated above. If you need
a more current copy of your transaction, return to eDEP and
select to “Download a Copy” from the Current Submittals page.
1756403
7/29/2024:10:39:35 AM
113.28K
90ROUTE6AEDEP
Submittal Platform for WPA Form 1 - RDA
In Process
Massachusetts Department of Environmental Protection
Bureau of Resource ProtectionWetlands
Submittal Platform for WPA Form 1 Request for
Determination of Applicability
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40
BARNSTABLE
City/ Town
Revised: 07/19/2022 Page 1 of 1
A. General Information
1. Project Location:
a. Street Address
71 SOUTH STREET
b. City/Town
BARNSTABLE
c. State
MA d. Zip Code
02601
e. Latitude
41.65097 N f. Longitude 70.27780 W
g. Map/Plat #
326 h. Parcel/Lot #
130
i. Project Description
PUMPOUT REPAIR/RELOCATION
2. Applicant:
a. First Name
MICHAEL b. Last Name
BENTLEY
c. Organization
THE STEAMSHIP AUTHORITY
d. Mailing Address
PO BOX 284
e. City/Town f. State
MA g. Zip Code
02536
h. Phone Number
5085845011 i. Email mbentley@steamshipauthority.com
3. Property Owner:
more than one owner
a. First Name
MICHAEL b. Last Name
BENTLEY
c. Organization
THE STEAMSHIP AUTHORITY
d. Mailing Address
PO BOX 284
e. City/Town f. State
MA g. Zip Code
02536
h. Phone Number
5085845011 i. Email mbentley@steamshipauthority.com
WOODS HOLE
WOODS HOLE
wpaform1.doc • rev. //2023 WPA Form 1 – Request for Determination of Applicability • Page 1 of 3
Massachusetts Department of Environmental Protection
Bureau of Water Resources - Wetlands
WPA Form 1- Request for Determination of Applicability
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Municipality
A. General Information
Important:
When filling out
forms on the
computer, use only
the tab key to move
your cursor - do not
use the return key.
1. Applicant:
First Name Last Name
Address
City/Town State Zip Code
Phone Number Email Address
2. Property Owner (if different from Applicant):
First Name Last Name
Address
City/Town State Zip Code
Phone Number Email Address (if known)
3. Representative (if any)
First Name Last Name
Company Name
Address
City/Town State Zip Code
Phone Number Email Address (if known)
B. Project Description
1. a. Project Location (use maps and plans to identify the location of the area subject to this request):
Street Address City/Town
How to find Latitude
and Longitude Latitude (Decimal DegreeV Format with 5 digits after decimal
e.g. XX.XXXXX)
Longitude (Decimal DegreeV Format with 5 digits after
decimal e.g. XX.XXXXX)
and how to convert
to decimal degrees Assessors’ Map Number Assessors’ Lot/Parcel Number
c.
Title Date
Title Date
Barnstable
MICHAEL BENTLEY
PO BOX 284
WOODS HOLE MA 02536
508-548-5001
AMY BALL
HORSLEY WITTEN GROUP, INC.
90 ROUTE 6A, UNIT 1
SANDWICH MA 02563
508-833-6600 aball@horsleywitten.com
71 SOUTH STREET BARNSTABLE
41.65097 -70.27780
326 130
b.Area Description (use additional paper, if necessary):
Plan and/or Map Reference(s): (use additional paper if necessary)
71 SOUTH STREET, STEAMSHIP AUTHORITY HYANNIS, BARNSTABLE, MA 8/05/2024
Situated in Barnstable Harbor, the property includes ferry terminals equipped with ticket counters, waiting areas, boarding maps,
and facilities for passengers. The property houses administrative offices, operational facilities, and docking infrastructure.
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D3#26. 2 HFH5 CH
H H29-H H 4A <=H#27H = :.&0=&2/H2#H33+& '*&=EHGH$ H
H2"H H
A portion of the work is located within the 100-foot Buffer Zone to a Coastal Bank and
within Land Subject to Coastal Storm Flowage.
X
X
5 August 2024
WOODS HOLE, MARTHA'S VINEYARD &
WOODS HOLE, MARTHA'S VINEYARD &
27419
972I
Account #241018 Bldg #1 of Card #of
UTILITIESTOPO LOCATION CURRENT ASSESSM ENT
Total
9720
9720
2,259,500
1,094,900
7 Waterfront
71 SOUTH STREET
SUPPLEMENTAL DATA
BK-VOL/PAGE SALE DATE PREVIOUS ASSESSM ENTS (HISTORY)RECORD OF OWNERSHIP
OTHER ASSESSMENTS
APPRAISED VALUE SUMMARY
EXEMPTIONS
Special Land Value
1,613,400
53,700
592,400
1,094,900NOTES
BUILDING PERMIT RECORD
LAND LINE VALUATION SECTION
B
1 238,029.13 1,094,900
CURRENT OWNER
SALE PRICEV/IQ/U
Property Location
Vision ID
Map ID Bldg Name State Use
Print Date
Total
STRT / ROAD
VC
VISIT / CHANGE HISTORY
Sec #
3,354,400
3,354,400
Alt Prcl ID
Split Zonin
BID Parcel
ResExpt Q
#DL 1
#DL 2
Adj Unit Pric Land Value
91613
85926
9015
B33774
B33307
Permit Id Issue Date
Year Code Description Amount Code Description Number Amount Comm Int
9720
9720
2023 2022 9720
9720
2,133,000
737,300
2021 1,541,000
737,300
592,400
Year Code Assessed Year Code Assessed Year Code Assessed
1,094,900
Appraised Bldg. Value (Card)
Appraised Xf (B) Value (Bldg)
Appraised Ob (B) Value (Bldg)
Appraised Land Value (Bldg)
0
3,354,400Total Appraised Parcel Value
Total Appraised Parcel Value
0.00
CodeDescription Appraised Assessed
2,259,500
1,094,900
Total
This signature acknowledges a visit by a Data Collector or Assessor
2,870,700
9720
9720
9720
Total
2,259,500
995,400
Total 2,870,3003,254,900
1 1 31
3,354,400
1E
D
0
0
IU
U
08-26-20050210
0
20198
0
2/5/2024 8:47:10 PM
04-19-2006
08-08-2005
07-15-1995
05-01-1990
10-01-1989
Type
OB
OT
NC
CM
CM
Use Code
972I Trans Auth M96
Description
HH
Zone
0
Total Card Land Units AC4.60
GM
TP
JR
PT
GB
IdDate
05-14-2020
05-05-2014
05-31-2009
05-24-2004
02-01-1996
Out Building
Other
New Constructi
Commercial
Commercial
Description
2,500
76,800
1,000,000
12,000
159,000
05-31-2009
05-31-2009
02-01-1996
04-15-1991
100
100
100
100
100
06-30-2009
06-30-2009
01-01-1997
Amount Insp Date % Comp Date Comp Comments
16X32 PAVILLION-EXPIRED
2 CANOPIES
NEW TERMINAL BLDG
HY BLDG
HY SCALE
Parcel Total Land Area:4.60 Total Land Value
326/ 130/ / /
602/31
PLEASANT ST
Plan Ref.
Land Ct#
#SR
Life Estate
PP STATU
Assoc Pid#
LOT 1A
F_990309_2700345GIS ID
PCL C
EXEMPT
EXM LAND
801
FY2024
BARNSTABLE, MA
Type Purpost/Result
FR
16
01
01
00
Field Review
In Office Review
Meas/Est
Meas/Est
Meas/Listed-Interior Acces
CdIs
04
03
03
02
01
HYAN
ASSESSING NEIGHBORHOOD
Nbhd
WF03
Nbhd Name B Tracing Batch
VISION
Valuation Method C
WOODS HOLE, MARTHA'S VINEYAR
NANTUCKET STEAMSHIP AUTHORIT
BOX 284
MA 02543
Location AdjustmeNotesNhbd Adj
3.800
Nbhd.
WF03
Cond.
1.00
Site Index
5
I. Factor
0.37391
Unit Price
176,344.00
Land Units
AC4.600
Land Type LA
4
WOODS HOLE
27419
972I
241018 Bldg #1 Sec # of Card # of
Dep % Ovr
Dep Ovr Comment
Misc Imp Ovr
Misc Imp Ovr Comment
Cost to Cure Ovr
Element
PAV1
BLK
FNC3
FOP
DKHD
DKAV
71 SOUTH STREET Property Location
Vision ID Account #
Map ID Bldg Name State Use
Print Date
BAS
FOP
FUS
Year Built
Effective Year Built
Depreciation Code
Remodel Rating
Year Remodeled
Functional Obsol
External Obsol
Cd
RCN
CdElement
CONSTRUCTION DETAIL (CONTINUED)
MIXED USE
Code PercentageDescription
100
0
0
972I Trans Auth M96
COST / MARKET VALUATION
BUILDING SUB-AREA SUMMARY SECTION
Cost to Cure Ovr Comment
1,600,800
Description
1,216,203
63,764
560,031
Undeprec Value
247.15
37.05
234.81
Unit Cost
4,921
1,721
2,385
4,921
0
2,385
First Floor
Open Porch
Upper Story
Description
CONSTRUCTION DETAIL
OB - OUTBUILDING & YARD ITEMS(L) / XF - BUILDING EXTRA FEATURES(B)
87
9,0277,306Ttl Gross Liv / Lease Area
G
2002
1995
1,839,997
13
0
0
1
1 1
Code
31
7,445
2/5/2024 8:47:11 PM
Depreciation %
Trend Factor
Condition %
Condition
Percent Good
RCNLD
PAVING-ASPH
Bulkheading
FENCE-6' CHAI
Open Porch-roo
Dock-Heavy
Dock-Ave
52
52
52
87
52
52
1995
1995
1995
2004
1995
1995
3.00
869.29
22.04
55.00
205000.0
100000.0
125,00
480
1,900
1,721
1
1
0.00
0.00
0.00
0.00
0.00
0.00
GradeCond. CdYr BltUnit PriceUnitsL/BDescription
L
L
L
B
L
L
Grade Adj Appr. Value
195,000
217,000
21,800
53,700
106,600
52,000
Code Living Area Floor Area
4,921
258
2,266
Description
% Good
326/ 130/ / /
Style
Model
Grade
Stories
Occupancy
Exterior Wall 1
Exterior Wall 2
Roof Structure
Roof Cover
Interior Wall 1
Interior Wall 2
Interior Floor 1
Interior Floor 2
Heating Fuel
Heating Type
AC Type
Size Adj Tbl
Total Rooms
Bedrooms
Full Bathrooms
Bath Split
Rms/Partitions
Heat/AC
Frame Type
Baths/Plumbing
Ceiling/Wall
Common Wall
Wall Height
1st Floor Use:
Sewer Occupan
Eff Area
1,839,998
Passenger Terml
Commercial
Custom
Wood Shingle
Gable/Hip
Asph/F Gls/Cmp
Plastered
Carpet
Vinyl/Asphalt
Gas
Hot Air
Central
TRANSPRT BOAT M96
0 Full-0 Half
AVERAGE
HEAT/AC PKGS
WOOD FRAME
AVERAGE
SUS-CEIL & WL
0%
103
94
B
2
1.00
14
03
03
03
14
05
03
04
03
354I
00
0
00
02
01
02
02
05
00
14.00
905I
WOODS HOLE, MARTHA'S VINEYARD &
WOODS HOLE, MARTHA'S VINEYARD &
27419
972I
Account #241018 Bldg #2 of Card #of
UTILITIESTOPO LOCATION CURRENT ASSESSM ENT
Total
9720
9720
2,259,500
1,094,900
7 Waterfront
71 SOUTH STREET
SUPPLEMENTAL DATA
BK-VOL/PAGE SALE DATE PREVIOUS ASSESSM ENTS (HISTORY)RECORD OF OWNERSHIP
OTHER ASSESSMENTS
APPRAISED VALUE SUMMARY
EXEMPTIONS
Special Land Value
1,613,400
53,700
592,400
1,094,900NOTES
BUILDING PERMIT RECORD
LAND LINE VALUATION SECTION
B
2 0 0
CURRENT OWNER
SALE PRICEV/IQ/U
Property Location
Vision ID
Map ID Bldg Name State Use
Print Date
Total
STRT / ROAD
VC
VISIT / CHANGE HISTORY
Sec #
3,354,400
3,354,400
Alt Prcl ID
Split Zonin
BID Parcel
ResExpt Q
#DL 1
#DL 2
Adj Unit Pric Land Value
Permit Id Issue Date
Year Code Description Amount Code Description Number Amount Comm Int
9720
9720
2023 2022 9720
9720
2,133,000
737,300
2021 1,541,000
737,300
592,400
Year Code Assessed Year Code Assessed Year Code Assessed
1,094,900
Appraised Bldg. Value (Card)
Appraised Xf (B) Value (Bldg)
Appraised Ob (B) Value (Bldg)
Appraised Land Value (Bldg)
0
3,354,400Total Appraised Parcel Value
Total Appraised Parcel Value
0.00
CodeDescription Appraised Assessed
2,259,500
1,094,900
Total
This signature acknowledges a visit by a Data Collector or Assessor
2,870,700
9720
9720
9720
Total
2,259,500
995,400
Total 2,870,3003,254,900
1 1 32
3,354,400
1E
D
0
0
IU
U
08-26-20050210
0
20198
0
2/5/2024 8:47:11 PM
Type
Use Code
972I Trans Auth M96
Description
HH
Zone
0
Total Card Land Units AC0.00
IdDateDescriptionAmountInsp Date % Comp Date Comp Comments
Parcel Total Land Area:4.60 Total Land Value
326/ 130/ / /
602/31
PLEASANT ST
Plan Ref.
Land Ct#
#SR
Life Estate
PP STATU
Assoc Pid#
LOT 1A
F_990309_2700345GIS ID
PCL C
EXEMPT
EXM LAND
801
FY2024
BARNSTABLE, MA
Type Purpost/ResultCdIs
HYAN
ASSESSING NEIGHBORHOOD
Nbhd
WF03
Nbhd Name B Tracing Batch
VISION
Valuation Method C
WOODS HOLE, MARTHA'S VINEYAR
NANTUCKET STEAMSHIP AUTHORIT
BOX 284
MA 02543
Location AdjustmeNotesNhbd Adj
3.800
Nbhd.
WF03
Cond.
1.00
Site Index
5
I. Factor
1.00000
Unit Price
0.00
Land Units
SF0
Land Type LA
4
WOODS HOLE
27419
972I
241018 Bldg #2 Sec # of Card # of
Dep % Ovr
Dep Ovr Comment
Misc Imp Ovr
Misc Imp Ovr Comment
Cost to Cure Ovr
Element
71 SOUTH STREET Property Location
Vision ID Account #
Map ID Bldg Name State Use
Print Date
BAS
Year Built
Effective Year Built
Depreciation Code
Remodel Rating
Year Remodeled
Functional Obsol
External Obsol
Cd
RCN
CdElement
CONSTRUCTION DETAIL (CONTINUED)
MIXED USE
Code PercentageDescription
100
0
0
972I Trans Auth M96
COST / MARKET VALUATION
BUILDING SUB-AREA SUMMARY SECTION
Cost to Cure Ovr Comment
6,100
Description
7,311
Undeprec Value
45.70
Unit Cost
160160First Floor
Description
CONSTRUCTION DETAIL
OB - OUTBUILDING & YARD ITEMS(L) / XF - BUILDING EXTRA FEATURES(B)
84
160160Ttl Gross Liv / Lease Area
A
1998
1997
7,311
16
0
0
1
1 1
Code
32
160
2/5/2024 8:47:11 PM
Depreciation %
Trend Factor
Condition %
Condition
Percent Good
RCNLD
GradeCond. CdYr BltUnit PriceUnitsL/BDescription Grade Adj Appr. Value
Code Living Area Floor Area
160
Description
% Good
326/ 130/ / /
Style
Model
Grade
Stories
Occupancy
Exterior Wall 1
Exterior Wall 2
Roof Structure
Roof Cover
Interior Wall 1
Interior Wall 2
Interior Floor 1
Interior Floor 2
Heating Fuel
Heating Type
AC Type
Size Adj Tbl
Total Rooms
Bedrooms
Full Bathrooms
Bath Split
Rms/Partitions
Heat/AC
Frame Type
Baths/Plumbing
Ceiling/Wall
Common Wall
Wall Height
1st Floor Use:
Sewer Occupan
Eff Area
7,311
Utility Bldg
Commercial
Average
Wood Shingle
Gable/Hip
Asph/F Gls/Cmp
Drywall
Vinyl/Asphalt
Electric
Elec Baseboard
None
RECR OUTBLDG M94
HEAT ONLY
WOOD FRAME
NONE
CEIL & WALLS
5%
118
94
C
1
1.00
14
03
03
05
05
04
07
01
3810
00
0
03
02
00
06
01
10.00
905I
WOODS HOLE, MARTHA'S VINEYARD &
WOODS HOLE, MARTHA'S VINEYARD &
27419
972I
Account #241018 Bldg #3 of Card #of
UTILITIESTOPO LOCATION CURRENT ASSESSM ENT
Total
9720
9720
2,259,500
1,094,900
7 Waterfront
71 SOUTH STREET
SUPPLEMENTAL DATA
BK-VOL/PAGE SALE DATE PREVIOUS ASSESSM ENTS (HISTORY)RECORD OF OWNERSHIP
OTHER ASSESSMENTS
APPRAISED VALUE SUMMARY
EXEMPTIONS
Special Land Value
1,613,400
53,700
592,400
1,094,900NOTES
BUILDING PERMIT RECORD
LAND LINE VALUATION SECTION
B
3 0 0
CURRENT OWNER
SALE PRICEV/IQ/U
Property Location
Vision ID
Map ID Bldg Name State Use
Print Date
Total
STRT / ROAD
VC
VISIT / CHANGE HISTORY
Sec #
3,354,400
3,354,400
Alt Prcl ID
Split Zonin
BID Parcel
ResExpt Q
#DL 1
#DL 2
Adj Unit Pric Land Value
Permit Id Issue Date
Year Code Description Amount Code Description Number Amount Comm Int
9720
9720
2023 2022 9720
9720
2,133,000
737,300
2021 1,541,000
737,300
592,400
Year Code Assessed Year Code Assessed Year Code Assessed
1,094,900
Appraised Bldg. Value (Card)
Appraised Xf (B) Value (Bldg)
Appraised Ob (B) Value (Bldg)
Appraised Land Value (Bldg)
0
3,354,400Total Appraised Parcel Value
Total Appraised Parcel Value
0.00
CodeDescription Appraised Assessed
2,259,500
1,094,900
Total
This signature acknowledges a visit by a Data Collector or Assessor
2,870,700
9720
9720
9720
Total
2,259,500
995,400
Total 2,870,3003,254,900
1 1 33
3,354,400
1E
D
0
0
IU
U
08-26-20050210
0
20198
0
2/5/2024 8:47:12 PM
Type
Use Code
972I Trans Auth M96
Description
HH
Zone
0
Total Card Land Units AC0.00
IdDateDescriptionAmountInsp Date % Comp Date Comp Comments
Parcel Total Land Area:4.60 Total Land Value
326/ 130/ / /
602/31
PLEASANT ST
Plan Ref.
Land Ct#
#SR
Life Estate
PP STATU
Assoc Pid#
LOT 1A
F_990309_2700345GIS ID
PCL C
EXEMPT
EXM LAND
801
FY2024
BARNSTABLE, MA
Type Purpost/ResultCdIs
HYAN
ASSESSING NEIGHBORHOOD
Nbhd
WF03
Nbhd Name B Tracing Batch
VISION
Valuation Method C
WOODS HOLE, MARTHA'S VINEYAR
NANTUCKET STEAMSHIP AUTHORIT
BOX 284
MA 02543
Location AdjustmeNotesNhbd Adj
3.800
Nbhd.
WF03
Cond.
1.00
Site Index
5
I. Factor
1.00000
Unit Price
0.00
Land Units
SF0
Land Type LA
4
WOODS HOLE
27419
972I
241018 Bldg #3 Sec # of Card # of
Dep % Ovr
Dep Ovr Comment
Misc Imp Ovr
Misc Imp Ovr Comment
Cost to Cure Ovr
Element
71 SOUTH STREET Property Location
Vision ID Account #
Map ID Bldg Name State Use
Print Date
BAS
Year Built
Effective Year Built
Depreciation Code
Remodel Rating
Year Remodeled
Functional Obsol
External Obsol
Cd
RCN
CdElement
CONSTRUCTION DETAIL (CONTINUED)
MIXED USE
Code PercentageDescription
100
0
0
972I Trans Auth M96
COST / MARKET VALUATION
BUILDING SUB-AREA SUMMARY SECTION
Cost to Cure Ovr Comment
6,500
Description
7,692
Undeprec Value
128.21
Unit Cost
6060First Floor
Description
CONSTRUCTION DETAIL
OB - OUTBUILDING & YARD ITEMS(L) / XF - BUILDING EXTRA FEATURES(B)
84
6060Ttl Gross Liv / Lease Area
A
1998
1997
7,692
16
0
0
1
1 1
Code
33
60
2/5/2024 8:47:12 PM
Depreciation %
Trend Factor
Condition %
Condition
Percent Good
RCNLD
GradeCond. CdYr BltUnit PriceUnitsL/BDescription Grade Adj Appr. Value
Code Living Area Floor Area
60
Description
% Good
326/ 130/ / /
Style
Model
Grade
Stories
Occupancy
Exterior Wall 1
Exterior Wall 2
Roof Structure
Roof Cover
Interior Wall 1
Interior Wall 2
Interior Floor 1
Interior Floor 2
Heating Fuel
Heating Type
AC Type
Size Adj Tbl
Total Rooms
Bedrooms
Full Bathrooms
Bath Split
Rms/Partitions
Heat/AC
Frame Type
Baths/Plumbing
Ceiling/Wall
Common Wall
Wall Height
1st Floor Use:
Sewer Occupan
Eff Area
7,692
Guard House w/fixt
Commercial
Average
Wood Shingle
Gable/Hip
Asph/F Gls/Cmp
Drywall
Vinyl/Asphalt
Electric
Elec Baseboard
None
RECR OUTBLDG M94
HEAT ONLY
WOOD FRAME
NONE
CEIL & WALLS
5%
116
94
C
1
1.00
14
03
03
05
05
04
07
01
3810
00
0
03
02
00
06
01
10.00
905I
2,100.00
Conservation Request for Determination (RDA) Abutter Map for Subject Parcel
This map is for illustration
purposes only. It is not adequate
for legal boundary determination
or regulatory interpretation. This
map does not represent an
on-the-ground survey. It may be
generalized, may not reflect
current conditions, and may
contain cartographic errors or
omissions.
Legend
Property owners actually touching on the subject parcel upon which work is proposed.
Parcel lines shown on this map are
only graphic representations of
Assessor’s tax parcels. They are
not true property boundaries and
do not represent accurate
relationships to physical objects
on the map such as building
locations.
88
Town of Barnstable
GIS Unit
175
7/29/2024
gis@town.barnstable.ma.us
Printed on:
0
ft.175
Subject Parcel
Abutters
ft.
1 inch = approx.
Parcels
Town Boundary
Railroad Tracks
Buildings
Approx. Building
Buildings
Parking Lots
Paved
Unpaved
Roads
Paved Road
Unpaved Road
Bridge
Paved Median
Water Bodies
Conservation Request for Determination (RDA) Abutter List for Subject Parcel
Property owners actually touching on the subject parcel upon which work is proposed.
Parcel ID Owner 1 Owner 2 Address Line 1 Address Line 2 City State Zip
326125 SHOESTRING PROPERTIES LP 297 NORTH STREET HYANNIS 02601MA
326126 SKENDE, VICTOR F & BEVERLY F
TRS
VICTOR F SKENDE LIVING TRUST 77 SOUTH STREET HYANNIS 02601MA
326129 TULMAN, MICHAEL M TR 1 TELBIN DR SANDWICH 02563MA
326130 WOODS HOLE, MARTHA'S
VINEYARD &
NANTUCKET STEAMSHIP
AUTHORITY
BOX 284 WOODS HOLE 02543MA
326131 BARNSTABLE, TOWN OF (MUN)367 MAIN STREET HYANNIS 02601MA
326134 WOODS HOLE, MARTHA'S
VINEYARD &
NANTUCKET STEAMSHIP
AUTHORITY
PO BOX 284 WOODS HOLE 02543MA
7/29/2024 4:18 PMReport Generated On:Page 1 of 1 6Total Number of Abutters:
This list by itself does NOT constitute a "Certified List of Abutters" and is provided only as an aid to the determination of abutters. If a Certified Abutter List is required, you must contact the Assessing Division to
have this list certified.
HYANNIS, MA 02601
326125
SHOESTRING PROPERTIES LP
297 NORTH STREET
Property ID:
77 SOUTH STREET
HYANNIS, MA 02601
326126
SKENDE, VICTOR F & BEVERLY F TRS
VICTOR F SKENDE LIVING TRUST
Property ID:
SANDWICH, MA 02563
326129
TULMAN, MICHAEL M TR
1 TELBIN DR
Property ID:
BOX 284
WOODS HOLE, MA 02543
326130
WOODS HOLE, MARTHA'S VINEYARD &
NANTUCKET STEAMSHIP AUTHORITY
Property ID:
HYANNIS, MA 02601
326131
BARNSTABLE, TOWN OF (MUN)
367 MAIN STREET
Property ID:
PO BOX 284
WOODS HOLE, MA 02543
326134
WOODS HOLE, MARTHA'S VINEYARD &
NANTUCKET STEAMSHIP AUTHORITY
Property ID:
REQUEST FOR DETERMINATION OF APPLICABILITY
ABUTTER NOTIFICATION LETTER
DATE:
RE: Upcoming Barnstable Conservation Commission Public Hearing
To Whom It May Concern,
As an immediate abutter of a proposed project, please be advised that a Request for Determination
application has been filed with the Barnstable Conservation Commission.
APPLICANT:
PROJECT ADDRESS OR LOCATION:
ASSESSOR’S MAP & PARCEL: MAP PARCEL
PROJECT DESCRIPTION:
APPLICANT’S AGENT:
PUBLIC HEARING: WILL BE HELD REMOTELY VIA ZOOM
See agenda posting on Town Clerks website available at least 48 hours in advance of the meeting for
details.
DATE: / /
TIME: P.M.
NOTE: Plans and applications describing the proposed activity are on file with the Conservation
Commission at
https://itlaserfiche.town.barnstable.ma.us/WebLink/Browse.aspx?id=825530&dbid=0&repo=TownOfBarns
table, by email to Kimberly.Cavanaugh@town.barnstable.ma.us or by calling (508-862-4093)
20
6:30
08/06/2024
326 130
71 South Street, Barnstable, MA 02601
202408
Amy Ball, Horsley Witten Group, Inc
90 MA-6A #1
Sandwich, MA 02563
Michael Bentley, The Steamship Authority
The Steamship Authority (SSA) is seeking to repair and relocate the existing sewer
pumpout system at its 71 South Street terminal location. The existing sewage
holding tanks for the terminal pump-out system are currently housed in below-grade
chambers and are equipped with a vacuum pump-out system and sump pumps. The
upgrade project involves repairing and relocating these systems to a new above-
grade structure. This work will include associated electrical, HVAC, and piping
modifications, particularly the connection of sump drains to the existing septic tank
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130326
71 South Street, Hyannis, MA 02601
The Steamship Authority
508-566-4009
Amy Ball
8/5/2024
5 August 2024
, Horsley Witten Group, Inc.
Walking Directions from Town Hall
Walking direction from 367 Main Street, Hyannis, MA 02601, Barnstable Town Hall
to project site at The Steamship Authority, 71 South Street, Hyannis, MA 02601.
Starting at Barnstable Town Hall head southwest on Main Street, turn left onto
South Street, continue straight, and arrive at 71 South Street.
Project Narrative
i
Request for Determination of Applicability
71 South Street, Steamship Authority Hyannis Terminal , Barnstable, MA
August 2024
Table of Contents
1.0 PROJECT BACKGROUND ......................................................................................................... 1
2.0 GENERAL SITE DESCRIPTION .................................................................................................. 1
2.1 FEMA Designation ..................................................................................................................... 1
2.2 State-listed Rare Species Habitat .............................................................................................. 1
2.3 Coastal Resource Areas ............................................................................................................. 2
3.0 PROJECT DESCRIPTION ........................................................................................................... 2
4.0 PROTECTION OF RESOURCE AREA INTERESTS ....................................................................... 3
4.1 Erosion and Sedimentation Control .......................................................................................... 3
ATTACHMENTS
Attachment A – Figures
Figure 1 – USGS Locus
Figure 2 – Aerial Photo
Figures 3 & 3A – FEMA Flood Zone Maps
Figure 4 – Environmental Constraints
Figure 5 - Soils
Figure 6 –Environmental Justice Communities
Attachment B – Project Plans
“71 South Street, Steamship Authority Hyannis, Barnstable, Massachusetts,” prepared by Horsley Witten
Group, Inc. and GGD Consulting Engineers, Inc., dated August 2024.
Request for Determination of Applicability Horsley Witten Group, Inc.
71 South Street, Steamship Authority Hyannis August 2024
Page 1 of 3
Request for Determination of Applicability
71 South Street, Steamship Authority Hyannis Terminal, Barnstable, MA
1.0 PROJECT BACKGROUND
The Steamship Authority (SSA) is seeking to repair and relocate the existing sewer pump out
system at its 71 South Street terminal location. The existing sewage holding tanks for the
terminal pump-out system are currently housed in below-grade chambers and are equipped
with a vacuum pump-out system and sump pumps. The upgrade project involves repairing and
relocating these systems to a new above-grade structure. This work will include associated
electrical, HVAC, and piping modifications, particularly the connection of sump drains to the
existing septic tank
The Applicant is specifically seeking to perform this work under a negative Determination of
Applicability.
2.0 GENERAL SITE DESCRIPTION
The project site is comprised of a single parcel located at 71 South Street (7-E-1), in Hyannis,
Barnstable, Massachusetts (Attachment A, Figures 1 and 2). The site is bounded by Hyannis
Harbor to the south, Pleasant Street to the west, School Street and Hyannis Harbor to the east,
and South Street to the north. A regulatory Coastal Bank is located to the southeast of the
project site. The entire site is within Land Subject to Coastal Storm Flowage (LSCSF). The site is
covered by impervious surfaces, including buildings, parking lots, and drive aisles adjacent to
and associated with the SSA loading dock.
2.1 FEMA Designation
The current FEMA Flood Insurance Rate Maps (Community Panel Number 25001C0569J,
effective July 16, 2014) shows that the majority of the site is located in Zone AE (elevation 12
feet), an area which has a 1% Annual Chance of Flooding (Attachment A, Figure 3).
2.2 State-listed Rare Species Habitat
According to the most recent version of the Massachusetts Natural Heritage Atlas (15th Edition,
August 1, 2021), the project site does not occur within areas of Estimated Habitat of Rare
Wildlife and/or Priority Habitat of Rare Species located at the site, as designated by the
Massachusetts Natural Heritage and Endangered Species Program (NHESP) (Attachment A,
Figure 4).
Request for Determination of Applicability Horsley Witten Group, Inc.
71 South Street, Steamship Authority Hyannis August 2024
Page 2 of 3
2.3 Coastal Resource Areas
Coastal resource areas associated with the site include LSCSCF as noted above, and Coastal
Bank.
Coastal Bank is defined at 310 CMR 10.30(2) as the seaward face or side of any elevated
landform, other than a coastal dune, which lies at the landward edge of a coastal beach, land
subject to tidal action, or other wetland.
The Coastal Bank is located on the southern and eastern side of the parcel along the reinforced
embankments of the harbor. The 100-foot Buffer Zone as estimated from the topographic
break along the top of the Coastal Bank consists of impervious surfaces including parking lots,
roads, and buildings.
The coastal resource areas and their associated buffer zones on the property are protected and
regulated under the Massachusetts Wetlands Protection Act (M.G.L. Ch 131 § 40) and the Town
of Barnstable Wetlands By-law Regulations (Chapter 237). Given the limited nature of the
project within an existing paved parking lot, an on-site resource area assessment was not
performed. According to available source data in MassGIS, the closest resource area to the
project site is a Coastal Bank located along the shoreline; the FEMA maps indicate that the
entire site is located within LSCSF.
3.0 PROJECT DESCRIPTION
The proposed project involves upgrading and relocating the existing vacuum pump and control
panel system The upgrade will involve relocating these components from their current below -
grade vaults, where they are situated with the sewage storage tanks, to a new above -ground
structure within one of the grassed islands in the existing parking area. This new above-ground
shed, measuring 140 square feet (SF), will be positioned approximately 50 feet west of the
existing below-grade chambers and elevated approximately eight inches above grade.
The vacuum pump and control panel system are used to pump sewage from boats into
underground storage tanks. The sewage is then transferred into the Town sewer system, which
ensures environmentally responsible treatment and management of waste, preventing any
negative impact on the local community and marine environment.
The total limit of work for this project encompasses approximately 5,315 SF; only 140 SF will be
permanently disturbed for the placement of the new pump -out shed. The remaining 5,175 SF
will be temporarily disturbed during the establishment of the underground electrical
connections where existing pavement will be saw cut and replaced once the conduit work is
complete. Some of the temporary alterations will occur within the outer portion (50-100 feet)
of the 100-foot Buffer Zone to the Coastal Bank and all work will occur within LSCSF. The
Request for Determination of Applicability Horsley Witten Group, Inc.
71 South Street, Steamship Authority Hyannis August 2024
Page 3 of 3
pumphouse structure where the equipment will be housed is located just beyond the 100 -foot
buffer to the Coastal Bank.
Details of the proposed project can be found in the attached project plans entitled “71 South
Street, Steamship Authority Hyannis, Barnstable, Massachusetts ,” prepared by HW in
conjunction with GDG Consulting Engineers, Inc. and dated August 2024.
4.0 PROTECTION OF RESOURCE AREA INTERESTS
Direct impacts to the resource areas and their associated buffers will be negligible. The project
site is extensively altered by human activity as the entire area is paved and or built upon. The
vacuum pump and control panel system are responsible for transferring sewage from boats into
underground storage tanks, from which it is subsequently directed into the Town-owned sewer
system. This process ensures the environmentally responsible treatment and management of
waste, thereby safeguarding the local community and marine environment.
The proposed project is designed to address the provisions under the Massachusetts WPA and
its implementing regulations at 310 CMR 10.00 and the Barnstable Wetland Regulations. While
the proposed work will result in temporary impacts to the Buffer Zone, the project is expected
to offer significant long-term benefits. By upgrading and relocating the vacuum pump and
control panel system, the project aims to enhance the overall reliability and resilience of the
sewage management infrastructure. This upgrade is crucial in safeguarding the adjacent
resources and other sensitive environmental areas from potential failure of the existing system,
which is at risk of flood damage.
The new above-ground structure is designed to improve accessibility and maintenance of the
equipment, thereby reducing the likelihood of system malfunctions that could lead to
environmental contamination. In doing so, the project will not only mitigate immediate impacts
but also contribute to the long-term protection of the surrounding resource areas and the
broader marine ecosystem.
4.1 Erosion and Sedimentation Control
In addition to other protective measures, the Applicant proposes to safeguard downgradient
resource areas by implementing an erosion and sedimentation control program. This program
will include the installation of siltation socks (also known as mulch socks or silt socks) at the
work limits, inlet protections, and employment of a construction entrance mat as outlined in
the project plans. Erosion and sedimentation control barriers will be in place and maintained in
good condition throughout the construction period until all work is completed and the
pavement has been restored.
Attachment A – Locus Maps
OCEANSTREETOLDCOLONYROADSOUTH STREET
PLEASANT STREETLEWISBAY ROAD
JEFFREY
WAY
DAIS
YBLUFF ROADWILLOW
STREET
SOUTH
S
T
R
E
E
T
BAY STREET
BOND COURT
CHAN
NEL
POINT R
OA
D SCHOOL STREETSubject Property
Proposed Pumphouse Location
Parcels
Municipal Boundary
Date: 7/16/2024Data Sources: Bureau of GeographicInformation (MassGIS), ESRI
This map is for informational purposes andmay not be suitable for legal, engineering,or surveying purposes.
Figure 2
Aerial
The Steamship Authority - Hyannis Terminal
Barnstable, MA
Service Layer Credits: World Imagery: MaxarMassGIS Aerial: MassGIS 0 250125
Feet
I
Path: H:\Projects\2023\23142 Steamship Hyannis Terminal\GIS\Maps\23142_Aerial.aprx
BARNSTABLE
Site Locus
National Flood Hazard Layer FIRMette
0 500 1,000 1,500 2,000250
Feet
Ü
SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT
SPECIAL FLOOD
HAZARD AREAS
Without Base Flood Elevation (BFE)
Zone A, V, A99
With BFE or DepthZone AE, AO, AH, VE, AR
Regulatory Floodway
0.2% Annual Chance Flood Hazard, Areas
of 1% annual chance flood with average
depth less than one foot or with drainage
areas of less than one square mileZone X
Future Conditions 1% Annual
Chance Flood HazardZone X
Area with Reduced Flood Risk due to
Levee. See Notes.Zone X
Area with Flood Risk due to LeveeZone D
NO SCREEN Area of Minimal Flood Hazard Zone X
Area of Undetermined Flood HazardZone D
Channel, Culvert, or Storm Sewer
Levee, Dike, or Floodwall
Cross Sections with 1% Annual Chance
17.5 Water Surface Elevation
Coastal Transect
Coastal Transect Baseline
Profile Baseline
Hydrographic Feature
Base Flood Elevation Line (BFE)
Effective LOMRs
Limit of Study
Jurisdiction Boundary
Digital Data Available
No Digital Data Available
Unmapped
This map complies with FEMA's standards for the use of
digital flood maps if it is not void as described below.
The basemap shown complies with FEMA's basemap
accuracy standards
The flood hazard information is derived directly from the
authoritative NFHL web services provided by FEMA. This map
was exported on 7/19/2024 at 11:20 AM and does not
reflect changes or amendments subsequent to this date and
time. The NFHL and effective information may change or
become superseded by new data over time.
This map image is void if the one or more of the following map
elements do not appear: basemap imagery, flood zone labels,
legend, scale bar, map creation date, community identifiers,
FIRM panel number, and FIRM effective date. Map images for
unmapped and unmodernized areas cannot be used for
regulatory purposes.
Legend
OTHER AREAS OF
FLOOD HAZARD
OTHER AREAS
GENERAL
STRUCTURES
OTHER
FEATURES
MAP PANELS
8
B 20.2
The pin displayed on the map is an approximate
point selected by the user and does not represent
an authoritative property location.
1:6,000
70°16'59"W 41°39'16"N
70°16'21"W 41°38'50"N
Basemap Imagery Source: USGS National Map 2023
Attachment B – Project Plans
71 SOUTH STREET, STEAMSHIP AUTHORITY HYANNIS, BARNSTABLE, MASSACHUSETTS
Barnstable, MA
prepared by Horsley Witten Group, Inc. and GDG Consulting Engineers, Inc.
August 2024
Project Number:Registration:
VICINITY MAP
LOCUS
last modified: 07/31/24 printed: 08/05/24 by bkH:\Projects\2023\23142 Steamship Hyannis Terminal\Drawings\23142 CV.dwg1
2
3
4
5
6
7
Checked By:
Drawn By:
Designed By:
Date Issued:
Revisions
Appr.Rev.Date By Description
NTS
Drawing Number:
Prepared By:
Plan Set:
Prepared For:
71 SOUTH STREET
STEAMSHIP AUTHORITY HYANNIS
BARNSTABLE, MASSACHUSETTS
PERMITTING SET
AUGUST 5, 2024
23142
71 SOUTH STREET
STEAMSHIP AUTHORITY HYANNIS
BARNSTABLE, MASSACHUSETTS
The Steamship Authority
228 Palmer Avenue
Falmouth, MA 02540
AUGUST 5, 2024
MCL
MCL
FPL C-1
Sustainable Environmental Solutions
www.horsleywitten.com
90 Route 6A
Sandwich, MA 02563
508-833-6600 voice
508-833-3150 fax
CIVIL & SITE ENGINEER:
Horsley Witten Group, Inc.
www.g-g-d.com
375 Faunce Road, Suite D
Dartmouth, MA 02747-1258
508-998-5700 voice
508-998-0883 fax
Mechanical & Electrical:
GDG Consulting Engineers, Inc.
MASSACHUSETTS
NTS
SITE IN TOWN
OF BARNSTABLE
Sheet List Table
Sheet Number Sheet Title
C-1 COVER
C-2 NOTES
C-3 EXISTING CONDITIONS
C-4 SITE PLAN
C-5 DETAILS
A-1 PUMP HOUSE FLOOR PLAN & DETAILS
A-2 PUMP HOUSE ELEVATIONS
FOR PERMITTING ONLY
C-2
Sheet Number:
Project Number:
Registration:
23142
last modified: 07/31/24 printed: 08/05/24 by bkH:\Projects\2023\23142 Steamship Hyannis Terminal\Drawings\23142 CV.dwgRevisionsAppr.Rev.DateByDescription1234567NOTES71 SOUTH STREETSTEAMSHIP AUTHORITY HYANNISBARNSTABLE, MASSACHUSETTSSurvey Provided By:Prepared For:Plan Set:Plan Title:Horsley WittenGroup, Inc.90 Route 6ASandwich, MA 02536Phone: 508-833-6600Fax: 508-833-3150Dated: January 12, 2024The SteamshipAuthority228 Palmer AvenueFalmouth, MA 02540AUGUST 5, 2024MCLMCLFPLChecked By:Designed By:Date:Drawn By:Sustainable Environmental Solutionswww.horsleywitten.com90 Route 6ASandwich, MA 02563508-833-6600 voice508-833-3150 faxHorsley Witten Group, Inc. 375 Faunce Corner Road, Suite D, Dartmouth, MA 02747-1258Consulting Engineers, Inc.GGDp: 508-998-5700f: 508-998-0883www.g-g-d.comCIVIL & SITE ENGINEER:MECHANICAL & ELECTRICAL:GENERAL CONSTRUCTION NOTES:
1.ALL SITE WORK TO COMPLETE THIS PROJECT, AS INDICATED ON THE DRAWINGS, IN THE SPECIFICATIONS AND AS DESCRIBED BELOW
IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
2.IMMEDIATELY CONTACT AND COORDINATE WITH THE ENGINEER AND OWNER IF ANY DEVIATION OR ALTERATION OF THE WORK
PROPOSED ON THESE DRAWINGS IS REQUIRED.
3.UTILIZE ALL PRECAUTIONS AND MEASURES TO ENSURE THE SAFETY OF THE PUBLIC, ALL PERSONNEL AND PROPERTY DURING
CONSTRUCTION IN ACCORDANCE WITH OSHA STANDARDS, INCLUDING THE INSTALLATION OF TEMPORARY FENCING BARRICADES,
SAFETY LIGHTING, CONES, POLICE DETAIL AND/OR FLAGMEN AS DETERMINED NECESSARY BY THE TOWN. THE CONTRACTOR IS
RESPONSIBLE FOR THE COST OF POLICE DETAIL AND FOR COORDINATING WITH THE LOCAL OR STATE POLICE DEPARTMENT FOR ALL
REQUIRED POLICE DETAIL.
4.MAKE ALL NECESSARY CONSTRUCTION NOTIFICATIONS AND APPLY FOR AND OBTAIN ALL NECESSARY CONSTRUCTION PERMITS, PAY
ALL FEES INCLUDING POLICE DETAILS AND POST ALL BONDS, IF NECESSARY, ASSOCIATED WITH THE SAME, AND COORDINATE WITH
THE OWNER AND THE ENGINEER.
5.ALL EXISTING CONDITIONS SHOWN ARE APPROXIMATE AND ARE BASED ON THE BEST INFORMATION AVAILABLE. PRIOR TO THE
START OF CONSTRUCTION VERIFY THAT THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY
KNOWN EXISTING OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE DISCOVERED, NOTIFY THE OWNER AND THE
ENGINEER PRIOR TO INSTALLING ANY PORTION OF THE SITE WORK WHICH WOULD BE AFFECTED.
6.THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AND STRUCTURES AS INDICATED ON THE DRAWINGS ARE BASED ON
RECORDS OF VARIOUS UTILITY COMPANIES, AND WHEREVER POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THIS INFORMATION IS
NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES AND
STRUCTURES IN THE FIELD PRIOR TO THE START OF CONSTRUCTION. CONTACT THE APPROPRIATE UTILITY COMPANY, ANY
GOVERNING PERMITTING AUTHORITY IN THE TOWN, AND "DIGSAFE" (1-888-344-7233) AT LEAST THREE BUSINESS DAYS PRIOR TO ANY
EXCAVATION WORK TO REQUEST EXACT FIELD LOCATION OF UTILITIES. THE CONTRACTOR MUST RESOLVE CONFLICTS BETWEEN
THE PROPOSED UTILITIES AND FIELD-LOCATED UTILITIES AND REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY. THE
ENGINEER ASSUMES NO RESPONSIBILITY FOR DAMAGES INCURRED AS A RESULT OF UTILITIES OMITTED, INCOMPLETELY OR
INACCURATELY SHOWN. THE CONTRACTOR MUST MAINTAIN ACCURATE RECORDS OF THE LOCATION AND ELEVATION OF ALL WORK
INSTALLED AND EXISTING UTILITIES FOUND DURING CONSTRUCTION FOR THE PREPARATION OF THE AS-BUILT PLAN.
7.COORDINATE AND MAKE ALL CONNECTION ARRANGEMENTS WITH UTILITY COMPANIES, AS REQUIRED.
8.MAINTAIN ALL EXISTING UTILITIES IN WORKING ORDER AND FREE FROM DAMAGE DURING THE ENTIRE DURATION OF THE PROJECT.
REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES INCURRED DURING CONSTRUCTION OPERATIONS AT NO COST TO
THE OWNER. THE CONTRACTOR IS RESPONSIBLE FOR ALL COST RELATED TO THE REPAIR OF UTILITIES. EXCAVATION REQUIRED
WITHIN THE PROXIMITY OF EXISTING UTILITY LINES MUST BE DONE BY HAND.
9.COORDINATE ALL TRENCHING WORK WITH THE PROPER LOCAL & STATE AGENCY. THE CONTRACTOR IS RESPONSIBLE FOR ALL
TRENCH SAFETY INCLUDING ANY LOCAL AND/OR STATE PERMITS REQUIRED FOR THE TRENCH WORK. IF THIS WORK IS REQUIRED TO
OCCUR OUTSIDE THE AGREED UPON HOURS OF OPERATION FOR THE FACILITY, THE CONTRACTOR MUST PLAN ACCORDINGLY.
10.SAWCUT ALL TRENCH WORK WITHIN EXISTING PAVEMENT AS INDICATED ON THE DRAWINGS. BACKFILL AND COMPACT TRENCH
WORK AS INDICATED ON THE DRAWING AND IN THE SPECIFICATIONS. IF SETTLEMENT OCCURS DUE TO INADEQUATE COMPACTION,
AS DETERMINED BY THE ENGINEER, WITHIN THE WARRANTY PERIOD, CONTRACTOR IS REQUIRED TO REMOVE, PATCH AND REPAVE
AFTER ONE COMPLETE 12-MONTH CYCLE.
11.IMPORT ONLY CLEAN MATERIAL. MATERIAL FROM AN EXISTING OR FORMER 21E SITE AS DEFINED BY THE MASSACHUSETTS
CONTINGENCY PLAN 310 CMR 40.0000 WILL NOT BE ACCEPTED .
12.ESTABLISH AND MAINTAIN ALL CONTROL POINTS AND BENCHMARKS DURING CONSTRUCTION INCLUDING BENCHMARK LOCATIONS
AND ELEVATIONS AT CRITICAL AREAS. COORDINATE WITH THE ENGINEER THE LOCATION OF ALL CONTROL POINTS AND
BENCHMARKS.
13.SITE LAYOUT REQUIRED FOR CONSTRUCTION IS TO BE PROVIDED BY THE CONTRACTOR AND SHOULD BE PERFORMED BY A
MASSACHUSETTS' REGISTERED PROFESSIONAL LAND SURVEYOR. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH
THE SURVEYOR FOR ALL SURVEY LAYOUT. IF THE CONTRACTOR CHOOSES TO USE GPS, THEY ASSUME THE LIABILITY FOR THE
ACCURACY OF ALL HORIZONTAL AND VERTICAL LAYOUT.
14.MAINTAIN ALL GRADE STAKES SET BY THE SURVEYOR. GRADE STAKES ARE TO REMAIN UNTIL A FINAL INSPECTION OF THE ITEM HAS
BEEN COMPLETED BY THE ENGINEER. RE-STAKING OF PREVIOUSLY SURVEYED SITE FEATURES IS THE RESPONSIBILITY (INCLUDING
COST) OF THE CONTRACTOR.
15.UNLESS OTHERWISE INDICATED ON THE DRAWINGS AND/OR IN THE SPECIFICATIONS, ALL SITE CONSTRUCTION MATERIALS AND
METHODOLOGIES ARE TO CONFORM TO THE MOST RECENT VERSION OF THE MASSACHUSETTS DEPARTMENT OF TRANSPORTATION
STANDARD SPECIFICATIONS.
16.PROVIDE ALL CONSTRUCTION SERVICE IN ACCORDANCE WITH APPLICABLE LAWS AND REGULATIONS REGARDING NOISE, VIBRATION,
DUST, SEDIMENTATION CONTAINMENT, AND TRENCH WORK.
17.COLLECT SOLID WASTES AND STORE IN A SECURED DUMPSTER. THE DUMPSTER MUST MEET ALL LOCAL AND STATE SOLID WASTE
MANAGEMENT REGULATIONS.
18.RESTORE ALL SURFACES EQUAL TO THEIR ORIGINAL CONDITION AFTER CONSTRUCTION IS COMPLETE PER SPECIFICATIONS. LEAVE
ALL AREAS NOT DISTURBED BY CONSTRUCTION IN THEIR NATURAL STATE. TAKE CARE TO PREVENT DAMAGE TO SHRUBS, TREES,
OTHER LANDSCAPING AND/OR NATURAL FEATURES. WHEREAS THE PLANS DO NOT SHOW ALL LANDSCAPE FEATURES, EXISTING
CONDITIONS MUST BE VERIFIED BY THE CONTRACTOR IN ADVANCE OF THE WORK.
19.REGULARLY INSPECT THE PERIMETER OF THE PROPERTY TO CLEAN UP AND REMOVE LOOSE CONSTRUCTION DEBRIS BEFORE IT
LEAVES THE SITE. PROMPTLY REMOVE ALL DEMOLITION DEBRIS FROM THE SITE TO AN APPROVED DUMP SITE.
20.ALL TRUCKS LEAVING THE SITE MUST BE COVERED.
21.DO NOT WASH ANY CONCRETE TRUCKS ONSITE. REMOVE BY HAND ANY CEMENT OR CONCRETE DEBRIS LEFT IN THE DISTURBED
AREA.
22.BURIAL OF ANY STUMPS, SOLID DEBRIS, AND/OR STONES/BOULDERS ONSITE IS PROHIBITED. DO NOT USE ROAD SALT OR OTHER
DE-ICING CHEMICALS ON THE ACCESS ROADWAY.
23.AT THE END OF CONSTRUCTION, REMOVE ALL CONSTRUCTION DEBRIS AND SURPLUS MATERIALS FROM THE SITE AS INDICATED IN
THE SPECIFICATIONS. PERFORM A THOROUGH INSPECTION OF THE WORK PERIMETER. COLLECT AND REMOVE ALL MATERIALS AND
BLOWN OR WATER CARRIED DEBRIS FROM THE SITE.
BASIC CONSTRUCTION SEQUENCE:
THE FOLLOWING CONSTRUCTION SEQUENCE IS TO BE USED AS A GENERAL GUIDELINE. COORDINATE WITH THE OWNER, ENGINEERS, AND
LANDSCAPE ARCHITECT AND SUBMIT A PROPOSED CONSTRUCTION SEQUENCE FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION.
1.SURVEY AND STAKE THE PROPOSED LIMIT OF DISTURBANCE AND LIMIT OF SEDIMENTATION BARRIERS.
2.PLACE SEDIMENTATION BARRIERS AS INDICATED ON DRAWINGS AND STAKED OUT IN THE FIELD. UNDER NO CIRCUMSTANCES IS THE
LIMIT OF WORK TO EXTEND BEYOND THE SEDIMENTATION BARRIERS/LIMIT OF DISTURBANCE AS INDICATED ON DRAWINGS AS
APPROVED BY THE LOCAL CONSERVATION COMMISSION AND DEPARTMENT OF ENVIRONMENTAL PROTECTION (DEP).
3.BEGIN UTILITY CONSTRUCTION. THE CONTRACTOR IS FREE TO INSTALL THE UTILITIES IN THE SEQUENCE HE/SHE CHOOSES.
IMMEDIATELY REPAIR, REPLACE AND STABILIZE ANY EROSION CONTROL DEVICES DISTURBED DURING THE UNDERGROUND UTILITY
CONSTRUCTION. MODIFY TEMPORARY CONVEYANCE DEVICES, AS NECESSARY, TO CONVEY RUNOFF TO TREATMENT AREAS.
4.FINISH PERMANENT STABILIZATION. COMPLETE PERMANENT STORMWATER MANAGEMENT AREA SEEDING AND PLANTING AFTER THE
CONTRIBUTING AREA TO THE BASIN HAS REACHED A MINIMUM OF 80% STABILIZATION AND IS NO LONGER REQUIRED AS A
CONSTRUCTION SEDIMENTATION BASIN.
5.COMPLETE ALL REMAINING PLANTING AND SEEDING.
16.SWEEP THE ROADWAY TO REMOVE ALL SEDIMENTS. REPAIR DRAINAGE OUTLETS AND BASINS AS REQUIRED. CLEAN AND FLUSH THE
DRAINAGE STRUCTURES AND PIPES AT THE END OF CONSTRUCTION AND REMOVE ALL ACCUMULATED SEDIMENTS IN THE
STORMWATER MANAGEMENT AREAS. CONTRACTOR MUST INSPECT THE DRAINAGE NETWORK AND REPAIR ANY DAMAGE
IMMEDIATELY.
17.ENGINEER TO APPROVE THE REMOVAL OF ALL TEMPORARY SOIL EROSION AND SEDIMENTATION CONTROL MEASURES FOLLOWING
VEGETATIVE ESTABLISHMENT OF ALL DISTURBED AREAS AND DETERMINE WHEN THE CONTRIBUTING AREA HAS REACHED A MINIMUM
OF 80% STABILIZATION.
DEWATERING:
1.A HIGH WATER TABLE IS NOT ANTICIPATED. HOWEVER, IF DEWATERING IS REQUIRED DURING EXCAVATION, TEMPORARILY LOWER
THE WATER TABLE BY PUMPING. INSTALL A DEWATERING BASIN AS INDICATED IN THE DEWATERING BASIN DETAIL AND PROVIDE A
DEWATERING PLAN DEPICTING PROPOSED DEWATERING LOCATION FOR REVIEW AND APPROVAL. DIRECT THE PUMP DISCHARGE TO
BASIN TO PREVENT SEDIMENTS FROM LEAVING THE CONSTRUCTION AREA. INSTALL ADDITIONAL BASINS IF REQUIRED. INSTALL THE
BASIN AS INDICATED ON DRAWINGS IF SO NOTED, OTHERWISE INSTALL THE BASIN(S) WITHIN THE LIMIT OF DISTURBANCE INDICATED
BY THE SILT FENCE OR STRAWBALES.
2.PRIOR TO ANY DEWATERING, THE DEWATERING PLAN MUST BE APPROVED BY THE ENGINEER.
3.IF DEWATERING IS NECESSARY DURING CONSTRUCTION, IMPLEMENT THE PROPER ESC MEASURES ON SITE TO PREVENT EROSION
OR SEDIMENT RUNOFF. THESE MEASURES CAN INCLUDE DEWATERING BAGS, TEMPORARY STRAWBALES, SILT FENCES, SILT SOCKS
AND/OR OTHER APPROVED DEVICES AS INDICATED IN THE DETAILS.
DEWATERING NOTES:
1.SUPPLY THE DEWATERING SYSTEMS TO:
A.DEVELOP A SUBSTANTIALLY DRY AND STABLE SUBGRADE FOR THE PROPOSED WORK;
B.PREVENT DAMAGE TO ADJACENT PROPERTIES, BUILDINGS, STRUCTURES, UTILITIES AND RESOURCES AREAS;
C.RETAIN ALL SEDIMENTS ON-SITE WITHIN THE WORK AREA;
D.PREVENT SEDIMENT DISCHARGE AND DEGRADATION OF THE RESOURCE AREA;.
E.PREVENT LOSS OF FINES, QUICK CONDITION, OR SOFTENING OF FOUNDATION SUBGRADE; AND
F.MAINTAIN STABILITY OF SIDES AND BOTTOMS OF EXCAVATIONS AND TRENCHES.
2.LOCATE DEWATERING FACILITIES WHERE THEY WILL NOT INTERFERE WITH CONSTRUCTION WORK OR ABUTTING RESOURCES.
3.MODIFY DEWATERING EQUIPMENT AND PROCEDURES WHEN OPERATIONS THREATEN TO CAUSE DAMAGE TO NEW OR EXISTING
FACILITIES OR ADJACENT AREAS NOT WITHIN THE LIMIT OF WORK.
4.PRIOR TO INSTALLATION OF THE DEWATERING SYSTEM, PROVIDE THE ENGINEER WITH A SCHEDULE OF DEWATERING PROCEDURES.
DEWATERING SCHEDULE AND PROCEDURES ARE SUBJECT TO THE LOCAL AUTHORITY AND ENGINEER'S REVIEW AND APPROVAL AND
SHALL INCLUDE AT A MINIMUM THE FOLLOWING INFORMATION:
A.THE PROPOSED TYPES OF DEWATERING SYSTEMS;
B.ARRANGEMENT, LOCATION AND DEPTHS OF SYSTEM COMPONENTS;
C.COMPLETE DESCRIPTION OF EQUIPMENT AND INSTRUMENTATION TO BE USED INCLUDING INSTALLATION, OPERATION AND
MAINTENANCE PROCEDURES;
D.TYPES AND SIZES OF FILTERS (IF APPLICABLE);
E.DESIGN CALCULATIONS DEMONSTRATING ADEQUACY OF THE PROPOSED SYSTEM AND EQUIPMENT; AND
F.PROVISIONS AND METHODS OF SEDIMENT REMOVAL AND DISPOSAL OF WATER.
G.ALL PERMITS REQUIRED FOR THE WORK, IF NECESSARY.
5.FURNISH ALL MATERIAL/PRODUCTS REQUIRED TO ADEQUATELY PROVIDE DEWATERING WITHOUT DAMAGE TO SURROUNDING
PROPERTIES, EXISTING UTILITIES, AND/OR RESOURCE AREA. SUBMIT ALL PRODUCTS AND MATERIALS TO THE ENGINEER FOR
REVIEW AND APPROVAL.
6.INTERCEPT AND DIVERT SURFACE WATER RUNOFF AWAY FROM EXCAVATIONS THROUGH THE USE OF DIKES, CURB WALLS, DITCHES,
PIPES, SUMPS OR OTHER APPROVED MEANS.
7.IF PUMPS ARE USED, THE PUMP INTAKE LINE SHOULD NOT BE ALLOWED TO SETTLE TO THE BOTTOM OF THE EXCAVATION OR
DEWATERING SUMP.
8.PROVIDE AND MAINTAIN HOLDING AREAS/TEMPORARY SETTLING BASINS OF ADEQUATE SIZE TO COLLECT AND PREVENT SURFACE
AND SUBSURFACE WATER SEEPAGE FROM ENTERING THE EXCAVATIONS. DIVERT THE WATER TO SETTLING BASINS OR OTHER
APPROVED EQUIPMENT REQUIRED TO REDUCE THE AMOUNT OF FINE PARTICLES BEFORE DISCHARGE INTO DRAINAGE PIPES AND
NATURAL WATER COURSES. IF A DRAINAGE SYSTEM OR WATER COURSE BECOMES BLOCKED DUE TO DEWATERING OPERATION, IT
MUST BE CLEANED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. ANY ENFORCEMENT ACTIONS OR FINES
RESULTING FROM IMPROPER DEWATERING AND/OR DISCHARGE OF TURBID WATER AND SEDIMENT TO PROTECTED AREAS ARE THE
SOLE RESPONSIBILITY OF THE CONTRACTOR.
ACCOMPLISH DEWATERING IN ACCORDANCE WITH THE MEANS AND METHODS SUBMITTED AND APPROVED BY THE ENGINEER. KEEP
THE ENGINEER ADVISED OF ANY CHANGES REQUIRED TO ACCOMMODATE FIELD CONDITIONS AND, ON COMPLETION OF THE
DEWATERING SYSTEM INSTALLATION, REVISE AND RESUBMIT THE INFORMATION REQUIRED TO SHOW THE INSTALLED SYSTEM.
A.PERFORM DEWATERING OPERATIONS TO LOWER THE GROUNDWATER LEVEL IN EXCAVATIONS AS REQUIRED TO PROVIDE A
STABLE, DRY SUBGRADE FOR THE PROSECUTION OF THE PROPOSED WORK.
B.MAINTAIN DEWATERING OPERATIONS IN A MANNER THAT PREVENTS BUILDUP OF EXCESSIVE HYDROSTATIC PRESSURE AND
DAMAGE TO STRUCTURES, AND THE SUBGRADE.
C.DO NOT ALLOW WATER TO ACCUMULATE IN EXCAVATIONS. CONTRACTOR SHALL PROVIDE AND MAINTAIN AT ALL TIMES
AMPLE MEANS AND DEVICES TO REMOVE PROMPTLY, AND TO DISPOSE OF PROPERLY, ALL WATER ENTERING EXCAVATIONS
AND TO KEEP THEM DRY UNTIL THE PROPOSED WORK IS COMPLETED.
D.DO NOT DISCHARGE WATER TO PROTECTED ENVIRONMENTAL RESOURCES WITHOUT TREATMENT TO REMOVE SUSPENDED
SOLIDS AND SEDIMENTS.
E.DO NOT LAY PIPE AND/OR MASONRY IN WATER. DO NOT ALLOW WATER TO INUNDATE NEW CONCRETE AND NEW BRICK
MASONRY WITHIN 48 HOURS AFTER INSTALLATION. PLACE BACKFILL PROMPTLY OR IMPLEMENT OTHER APPROVED
METHODS TO PREVENT THE POSSIBILITY OF FLOTATION OF PIPE OR STRUCTURES AFTER INSTALLATION.
SEWER INSTALLATION NOTES
1.INSTALL SEWER AND WATER MAINS ACCORDING TO THE FOLLOWING GUIDELINES TO PREVENT FREEZING OF THE MAIN OR SEWER:
UTILITY TYPE MIN. COVER OVER MIN. HORIZONTAL DISTANCE
TOP OF PIPE TO DRAIN STRUCTURE
SANITARY FORCEMAIN 5'3'
GRAVITY FORCEMAIN 4'2'
WATER MAIN 5'2'
2.INSULATE SANITARY FORCE MAINS, WATER MAINS, HYDRANT PIPING AND DEAD END WATER LINES S WHERE SOIL COVER OR HORIZONTAL
SEPARATION TO PRECAST STRUCTURES IS LESS THAN THE DISTANCE SPECIFIED ABOVE AND/OR WHERE SHOWN ON PLANS.
3.I NSULATION: 2" THICK POLYURETHANE INSULATION WITH PVC JACKET PLACED AROUND PIPE OR DESIGNER APPROVED EQUAL.
4.WATER AND SEWER SEPARATION IS TYPICALLY 10-FEET MINIMUM HORIZONTAL AND 18-INCHES VERTICAL WITH SEWER MAINS BELOW THE
WATER MAINS (SEE DETAIL). IF SITE CONDITIONS REQUIRE LESS, THEN INSTALL UTILITIES AS INDICATED ON DETAILS.
SEWER SYSTEM OPERATION & MAINTENANCE:
1.CLEAN ALL NEWLY INSTALLED FACILITIES, INCLUDING SEWER COLLECTION SYSTEM OF ALL FOREIGN MATERIALS SUCH AS DIRT AND
MISCELLANEOUS DEBRIS PRIOR TO SYSTEM TESTING. TESTING MUST BE WITNESSED AND INSPECTED BY THE ENGINEER. NO
TESTING IS ALLOWED WITHOUT REMOVAL OF ALL FOREIGN MATERIALS.
2.CONDUCT A LEAKAGE TEST OF ALL SEWER MAINS. TEST MUST BE WITNESSED BY THE ENGINEER. THE CONTRACTOR MUST PROVIDE
THE ENGINEER WITH A MINIMUM OF 48-HOURS ADVANCE NOTICE TO THE TIME OF THE PRESSURE TEST.
3.TEST SEWER PIPES FOR LEAKAGE WITH THE FOLLOWING PROCEDURE.
INTRODUCE LOW PRESSURE AIR INTO THE SEAL LINE (WITH PNEUMATIC PLUGS) UNTIL THE INTERNAL AIR PRESSURE
REACHES 4 psi GREATER THAN THE AVERAGE BACK PRESSURE OF ANY GROUNDWATER THAT MAY BE OVER THE PIPE.
ALLOW AT LEAST 2 MINUTES FOR AIR PRESSURE TO STABILIZE.
AFTER THE STABILIZATION PERIOD (3.5 psi MINIMUM PRESSURE IN THE PIPE), THE PORTION OF PIPE TESTED IS ACCEPTABLE IF
THE TIME REQUIRED IN MINUTES FOR THE PRESSURE TO DECREASE FROM 3.5 TO 3 psi IS NOT LESS THAN 1.90 TIMES THE
LENGTH OF PIPE BEING TESTED.
4.VACUUM TEST ALL SEWER MANHOLES. TESTS MUST BE WITNESSED BY THE ENGINEER UNLESS THE SEASONAL GROUNDWATER
LEVEL IS MORE THAN 10 FEET FROM THE BOTTOM OF THE MANHOLE.
5.MANDREL TEST ALL SEWER MAINS AFTER 30 DAYS. TESTS MUST BE WITNESSED BY A TOWN REPRESENTATIVE OR THE ENGINEER.
EROSION & SEDIMENT CONTROL NOTES:
1.DESIGNATE THE SITE CONSTRUCTION FOREMAN AS THE ON-SITE PERSONNEL RESPONSIBLE FOR THE DAILY INSPECTION AND
MAINTENANCE OF ALL SEDIMENT AND EROSION CONTROLS AND IMPLEMENTATION OF ALL NECESSARY MEASURES TO CONTROL
EROSION AND PREVENT SEDIMENT FROM LEAVING THE SITE.
2.INSTALL ALL EROSION AND SEDIMENT CONTROL (ESC) MEASURES AS INDICATED ON DRAWINGS IN CONSULTATION WITH THE
CONSERVATION AGENT, AND ENGINEER BEFORE ANY CONSTRUCTION ACTIVITIES BEGIN. INSPECT, MAINTAIN REPAIR AND REPLACE
EROSION CONTROL MEASURES, AS NECESSARY, DURING THE ENTIRE CONSTRUCTION PERIOD OF THE PROJECT. THE SITE
PERIMETER EROSION CONTROLS ARE THE DESIGNATED LIMIT OF WORK. INFORM ALL PERSONNEL WORKING ON THE PROJECT SITE
THAT NO CONSTRUCTION ACTIVITY IS TO OCCUR BEYOND THE LIMIT OF WORK AT ANY TIME THROUGHOUT THE CONSTRUCTION
PERIOD.
3.MAINTAIN A MINIMUM SURPLUS OF 100 FEET OF EROSION CONTROL BARRIER (SILT FENCE, STRAWBALE, &/OR SILT SOCK) ONSITE AT
ALL TIMES.
4.PROTECT THE EXISTING DRAINAGE INFRASTRUCTURE FROM SEDIMENTATION DURING PROJECT CONSTRUCTION UNTIL ACCEPTANCE
BY THE OWNER & IN CONFORMANCE WITH THE ORDER OF CONDITIONS.
5.PROTECT THE ADJACENT RESOURCE AREA FROM SEDIMENTATION DURING PROJECT CONSTRUCTION UNTIL ACCEPTANCE BY THE
OWNER & IN CONFORMANCE WITH APPLICABLE PERMITS.
6.KEEP THE LIMIT OF CLEARING, GRADING AND DISTURBANCES TO A MINIMUM WITHIN THE PROPOSED AREA OF CONSTRUCTION.
PHASE THE SITE WORK IN A MANNER TO MINIMIZE AREAS OF EXPOSED SOIL. IF TREES ARE TO BE CUT ON THE ENTIRE SITE, CLEAR
AND GRUB ONLY THOSE AREAS WHICH ARE ACTIVELY UNDER CONSTRUCTION. PROPERLY INSTALL THE SEDIMENTATION CONTROLS
PRIOR TO BEGINNING ANY LAND CLEARING ACTIVITY AND/OR OTHER CONSTRUCTION RELATED WORK.
7.MONITOR LOCAL WEATHER REPORTS DURING CONSTRUCTION AND PRIOR TO SCHEDULING EARTHMOVING OR OTHER
CONSTRUCTION ACTIVITIES WHICH LEAVE LARGE DISTURBED AREAS UNSTABILIZED. IF INCLEMENT WEATHER IS PREDICTED, USE
BEST PROFESSIONAL JUDGEMENT AND GOOD CONSTRUCTION PRACTICES WHEN SCHEDULING CONSTRUCTION ACTIVITIES AND
ENSURE THE NECESSARY EROSION CONTROL DEVICES ARE INSTALLED AND FUNCTIONING PROPERLY TO MINIMIZE EROSION FROM
ANY IMPENDING WEATHER EVENTS.
8.INSPECT EROSION AND SEDIMENT CONTROL DEVICES AND STABILIZED SLOPES ON A WEEKLY BASIS AND AFTER EACH RAINFALL
EVENT OF .25 INCH OR GREATER. REPAIR IDENTIFIED PROBLEMS WITHIN 24 HOURS TO ENSURE EROSION AND SEDIMENT CONTROLS
ARE IN GOOD WORKING ORDER. RESET OR REPLACE MATERIALS AS REQUIRED.
9.SURROUND THE PERIMETER OF SOIL STOCKPILES WITH SILT SOCK, SILT FENCE, STRAWBALES, OR A COMBINATION OF SILT FENCE
WITH STRAWBALE, AS DETERMINED NECESSARY.
10.DISTURBED AREAS AND SLOPES MUST NOT BE LEFT UNATTENDED OR EXPOSED FOR EXCESSIVE PERIODS OF TIME SUCH AS THE
INACTIVE WINTER SEASON. PROVIDE APPROPRIATE STABILIZATION PRACTICES ON ALL DISTURBED AREAS AS SOON AS POSSIBLE
BUT NOT MORE THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT AREA HAS TEMPORARILY OR PERMANENTLY CEASED,
REINFORCE TEMPORARY AREAS HAVING A SLOPE GREATER THAN 4:1 WITH EROSION BLANKETS OR APPROVED EQUAL UNTIL THE
SITE IS PROPERLY STABILIZED. TEMPORARY SWALES MAY ALSO BE REQUIRED IF DETERMINED NECESSARY IN THE FIELD BY THE
ENGINEER.
11.INSTALL A SILT SACK OR APPROVED EQUIVALENT IN EACH EXISTING CATCHBASIN RECEIVING RUNOFF FROM THE SITE. UPON THE
INSTALLATION OF EACH NEW CATCH BASIN, INSTALL A SILT SACK OR APPROVED EQUIVALENT. INSPECT SILT SACKS, AFTER EACH
SIGNIFICANT STORM EVENT AND REMOVE AND EMPTY AS NEEDED FOR THE DURATION OF THE CONSTRUCTION PERIOD.
12.CONTAIN ALL SEDIMENT ONSITE. SWEEP ALL EXITS FROM THE SITE AS NECESSARY INCLUDING ANY SEDIMENT TRACKING. SWEEP
PAVED AREAS AS NEEDED TO REMOVE SEDIMENT AND POTENTIAL POLLUTANTS ACCUMULATED DURING SITE CONSTRUCTION.
13.REGULARLY REMOVE ACCUMULATED SEDIMENT FROM ALL TEMPORARY PRACTICES AND AFTER RAIN EVENTS TO MAINTAIN PROPER
DRAINAGE. DISPOSE OF IN A PRE-APPROVED LOCATION.
14.PROVIDE ON SITE OR MAKE READILY AVAILABLE THE NECESSARY EQUIPMENT AND SITE PERSONNEL DURING CONSTRUCTION HOURS
FOR THE DURATION OF THE PROJECT TO ENSURE ALL EROSION AND SEDIMENTATION CONTROL DEVICES ARE PROPERLY
MAINTAINED AND REPAIRED IN A TIMELY AND RESPONSIBLE MANNER. IF SITE WORK IS SUSPENDED DURING THE WINTER MONTHS
THE CONTRACTOR MUST CONTINUE TO PROVIDE PERSONNEL AND EQUIPMENT EITHER ON SITE OR READILY AVAILABLE TO
PROPERLY MAINTAIN AND REPAIR ALL EROSION AND SEDIMENTATION CONTROL DEVICES IN A TIMELY AND RESPONSIBLE MANNER
15.CONTROL DUST BY WATERING OR OTHER APPROVED METHODS AS NECESSARY, OR AS DIRECTED BY THE ENGINEER.
LIGHT HALF HEAVY HALF
LEGEND
STRAIGHT PLUG
BOTTOM HINGE
TOP HINGE
CORNER ELBOW
PLUNGER ROD
LATCH FORK
FORK CATCH
PLUNGER ROD CATCH
LOCK KEEPER GUIDE
LOCK KEEPER
ORNAMENTAL TOPS
TRUSS RODS
STRETCHER BAR
HOOK BOLTS
PART NO.DESCRIPTION
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33
2
9
GATE OPENING 24 FT
CONSTRUCTION GATE
NOT TO SCALE
FENCE FABRIC NOTE:
FENCING FABRIC SHALL BE #9 GAUGE,
STANDARD 2-INCH DIAMOND MESH.
6'-0"
MIN.
TENSION WIRE
END CLAMP TENSION WIRE
END CLAMP
TEMPORARY PLASTIC FENCE
STAND FILLED WITH SAND/CONCRETE
OR GALVANIZED RECTANGULAR PIPE BASE
0'-6"
TYP.
PLAN VIEW SECTION
AREA TO BE
PROTECTED
NOTES:
1.SILT SOCK MANUFACTURER TO BE SILT SOXX OR ENGINEER APPROVED EQUAL.
2.ALL MATERIAL TO MEET MANUFACTURER'S SPECIFICATIONS.
3.SEDIMENT SILT SOCK TO BE FILLED WITH LEAF COMPOST AND/OR WOODY MULCH PER
MANUFACTURER'S REQUIREMENTS.
4.FOLLOWING CONSTRUCTION AND SITE STABILIZATION, COMPOST MATERIAL TO BE REMOVED
OR DISPERSED ON SITE, AS APPROVED BY THE ENGINEER.
SILT SOCK
NOT TO SCALE
3"-4"
12"±
WORK AREA
WATER
FLOW
WORK
AREA
2" x 2"
WOODEN
STAKE
SILT SOCK
(12" - 18" TYPICAL)
STAKE ON 10'
LINEAL SPACING
SEDIMENT SILT SOCK
AREA TO BE
PROTECTED
PLAN VIEW SECTION A-A
CONSTRUCTION ENTRANCE MAT
NOT TO SCALEPUBLIC ROADWAYA
NOTE:
1.MATS ARE DESIGNED TO SHAKE LOOSE DEBRIS AND DIRT FROM TRUCK TIRES BEFORE TRUCKS LEAVE
THE JOBSITE.
2.MANUFACTURERS/PRODUCTS OR APPROVED EQUIVALENT:
YAKMAT: OUTRAK MAT
PRESTO GEOSYSTEMS: GEOTERRA
GME-SHEILDS: EXIT GRID
3.CONSTRUCTION ENTRANCE(S) TO REMAIN UNTIL INSTALLATION OF PAVEMENT SUB-BASE IS TO BEGIN.
4.SEE SITE PLAN FOR LOCATION.
15'
20'
A
TEMPORARY CONSTRUCTION
ENTRANCE / EXIT MAT
EXISTING PAVEMENT
TO REMAIN SSSSSSSS SS
FLOW FROM PUMP
FILTERED WATERFILTERED WATERSILT SOCK
AGGREGATE OR
STRAW UNDERLAY
A A
SECTION A - ADEWATERING BAG
NOT TO SCALE
INSTALLATION NOTES:
1.PLACE LIFTING STRAPS (NOT INCLUDED)
UNDER THE UNIT TO FACILITATE
REMOVAL AFTER USAGE
2.UNFOLD DEWATERING BAG ON
STABILIZED AREA OVER DENSE
VEGETATION, STRAW, OR GRAVEL (IF
AN INCREASED DRAINAGE SURFACE IS
NEEDED)
3.INSERT DISCHARGE HOSE FROM PUMP
INTO DEWATERING BAG A MINIMUM OF
SIZE INCHES AND TIGHTLY SECURE
WITH ATTACHED STRAP TO PREVENT
WATER FROM FLOWING OUT OF THE
UNIT WITHOUT BEING FILTERED
4.IF USING OPTIONAL ABSORBENTS,
PLACE ABSORBENT BOOM INTO THE
DEWATERING BAG
MAINTENANCE:
1.REPLACE THE UNIT WHEN 1/2 FULL OF
SEDIMENT OR WHEN SEDIMENT HAS
REDUCED THE FLOW RATE OF THE
PUMP DISCHARGE TO AN IMPRACTICAL
RATE
2.IF USING OPTIONAL OIL ABSORBENTS,
REMOVE AND REPLACE ABSORBENT
PILLOW WHEN NEAR SATURATION
DEWATERING BAG
ON AGGREGATE
OR STRAW
UNDERLAY
7'-6" (TYP)
6'-0"
TEMPORARY PLASTIC FENCE
STAND FILLED WITH SAND/CONCRETE
OR GALVANIZED RECTANGULAR PIPE BASE
1-1/4" GALVANIZED
PIPE (TYP)
CONSTRUCTION FENCE
NOT TO SCALE
0'-6"
TYP.
GRADE
INLET PROTECTION
NOT TO SCALE
NOTES:
1.SEDIMENT CONTROL INSERTS WILL BE INSTALLED
OVER ALL CATCH BASINS/INLETS THAT WILL
RECEIVE RUNOFF FROM THE PROJECT SITE.
2.TEMPORARY INLET PROTECTION WILL BE REMOVED
AFTER CONTRIBUTING DRAINAGE AREA HAS BEEN
PERMANENTLY STABILIZED.
3.MANUFACTURER WILL BE SILT SACK OR APPROVED
EQUIVALENT.
1'-4" MIN.
CATCH BASIN
OUTLET
EXPANSION
RESTRAINT
1" REBAR OR EQUAL
FOR BAG REMOVAL
FROM INLET
OVERFLOW SLOTS OR
APPROVED EQUIV.
DUMP LOOP
HANDLES
PROPOSED
AND/OR EXISTING
CATCH BASIN
SIDE VIEW (INSTALLED)
FOR PERMITTING ONLY
TXXXMASS STATE PLANE
last modified: 08/05/24 printed: 08/05/24 by bk H:\Projects\2023\23142 Steamship Hyannis Terminal\Drawings\23142 EX.dwg SURVEY NOTES1.THE ABOVE GROUND TOPOGRAPHY AND EXISTING SITE CONDITIONS DEPICTED HEREON ARE THE RESULT OF AN ON THEGROUND FIELD SURVEY CONDUCTED BY THE HORSLEY WITTEN GROUP, INC. JANUARY 12, 2024 & FEBRUARY 23, 2024.UNDERGROUND UTILITY LINES LOCATED BY ADVANCED TECHNOLOGIES (AT) UTILITY LOCATING CORP. JANUARY 5, 2024.2.HORIZONTAL DATUM IS MASS STATE PLANE COORDINATE SYSTEM. DATUM ESTABLISHED BY GNSS OBSERVATIONS.3.THE ELEVATIONS DEPICTED HEREON WERE BASED ON THE NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988.4.NO PROPERTY LINE SURVEY WAS CONDUCTED FOR THIS EXISTING CONDITIONS PLAN.5.COASTAL BANK HAS BEEN DETERMINED BY SIGHTING THE FIRST OBSERVABLE BREAK IN THE SLOPE IN THE FIELD ANDCONFIRMED WITH LIDAR ELEVATIONS. LIDAR USED FROM THE BUREAU OF GEOGRAPHIC INFORMATION (MASSGIS),COMMONWEALTH OF MASSACHUSETTS, EXECUTIVE OFFICE OF TECHNOLOGY AND SECURITY SERVICES. NO FIELD DELINEATIONWAS PERFORMED.6.COASTAL BANK CONFORMS TO DEP POLICY FIGURE 4.7.THE ACCURACY OF MEASURED PIPE INVERTS AND PIPE SIZES IS SUBJECT TO FIELD CONDITIONS, THE ABILITY TO MAKE VISUALOBSERVATIONS, DIRECT ACCESS TO THE VARIOUS ELEMENTS AND OTHER CONDITIONS.8.THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AND STRUCTURES AS SHOWN ON THESE PLANS ARE BASED ONRECORDS OF VARIOUS UTILITY COMPANIES, GROUND PENETRATING RADAR AND WHEREVER POSSIBLE, MEASUREMENTS TAKENIN THE FIELD. THIS INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. THE LOCATION OF ALLUNDERGROUND UTILITIES AND STRUCTURES SHALL BE VERIFIED IN THE FIELD PRIOR TO THE START OF ANY CONSTRUCTION.THE CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY COMPANY, ANY GOVERNING PERMITTING AUTHORITY IN THETOWN OF BARNSTABLE, AND "DIGSAFE" (1-888-344-7233) AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION WORK IN PREVIOUSLYUNALTERED AREAS TO REQUEST EXACT FIELD LOCATION OF UTILITIES.9.UNDERGROUND UTILITIES SOUTH OF VAULTS TAKEN FROM PLAN TITLED "COMPOSITE UTILITY PLAN" BY FAY, SPOFFORD ÞDIKE LLC DATED JULY 2009.10.THE PROPERTY IS LOCATED WITHIN F.I.R.M ZONE AE EL. 11 AND 12 AS SHOWN ON COMMUNITY PANEL NO, 25001C0569J DATEDJULY 16, 2014.Revisions
Appr.Rev.Date By Description
1
2
3
4
5
6
7EXISTING CONDITIONS PLAN
71 SOUTH STREET
THE STEAMSHIP AUTHORITY
HYANNIS, MASSACHUSETTS
Survey Provided By:Prepared For:Plan Set:
Plan Title:
Horsley Witten Group, Inc.
90 Route 6A
Sandwich, MA 02536
Phone: 508-833-6600
Dated: January 12, 2024
The Steamship
Authority
228 Palmer Ave.
Falmouth, MA 0254023142 ------------
------------
------------
------------
------------
------------
------------
January 24, 2024 --DWM FPL
Sustainable Environmental Solutions
90 Route 6A Sandwich, MA 02563
www.horsleywitten.com
508-833-6600
Horsley Witten Group, Inc.Registration:Project Number:Sheet Number:Date:Designed By:Drawn By:Checked By:C-3(in feet)GRAPHIC SCALE020102040801 INCH = 20 FEETLEGEND:CONTOUR - MAJORTREE LINESEWER/DRAIN PIPECURBGAS/FUEL LINEWALL - RETAININGFENCE - IRONCONTOUR - MINORGENERALUTILITIESWATER LINEXXSYMBOLSDRAIN MANHOLEELECTRIC MANHOLEWVBOULDEREXISTING TREEBENCHMARKSIGNDETECTABLE PADWATER VALVETELEPHONE HANDHOLEELECTRICAL HANDHOLE4450CATCHBASINUP1UTILITY POLEGUYELECTRICAL LINECOMMUNICATIONS LINETTELEPHONE MANHOLEUNKNOWN UNDERGROUND LINEBOLLARDEASEMENTENVIRONMENTALCOASTAL BANKCOASTAL BANK 50' BUFFERCOASTAL BANK 100' BUFFER
INSET
UGE
UGE
UGE
UGE
UGE
T
MASS STATE PLANEPLEASANT STREETEOP/CURBCONCRETE
W
A
L
K
CONCRETE
W
A
L
K
PAVED PARKING
CONCRETE DECK12"12"12"12"1
2
"
X
X
X
EX. DRAIN
LINE TYP.
EX. COMMUNICATION
CONDUIT TYP.
EX. DRAIN
STRUCTURE TYP.
LIMIT OF WORK
AND CONTRUCTION
FENCE
PROPOSED
CONDUITS
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
CONTRACTOR TO
COORDINATE WITH
STEAMSHIP
AUTHORITY ON
TRAFFIC DURING
CONSTRUCTION
INLET
PROTECTION
(TYP)SSSSSTOCKPILE AREA
WITH SILT SOCK
PERIMETER
20' X 20'
2" ELECTRIC
CONDUITS (4)
(SEE SHEET E-3)
6"
6"
1'-9"PUMP
SYSTEM
&
CONTROL
PANEL
PUMP
SYSTEM
&
CONTROL
PANELCLEARZONECLEARZONE
6"
10'-0"
14'-0"
6"UGEUGEUGE
UGE
UGE
UGE
FM
FM FMFMFMFM
FM FMFMFMFM
FM FMFMFMFMFM
FM FMFMFMFMMASS STATE PLANEMASS STATE PLANEC-4Revisions Appr.Rev.DateByDescription1234567SITE PLAN71 SOUTH STREETSTEAMSHIP AUTHORITY HYANNISBARNSTABLE, MASSACHUSETTSSurvey Provided By:Sheet Number:
Project Number:
Registration:Prepared For:Plan Set:Plan Title:Horsley WittenGroup, Inc.90 Route 6ASandwich, MA 02536Phone: 508-833-6600Fax: 508-833-3150Dated: January 12, 2024The SteamshipAuthority228 Palmer AvenueFalmouth, MA 0254023142
last modified: 08/06/24 printed: 08/06/24 by bkH:\Projects\2023\23142 Steamship Hyannis Terminal\Drawings\23142 ST.dwgAUGUST 5, 2024MCLMCLFPLChecked By:Designed By:Date:Drawn By:Sustainable Environmental Solutionswww.horsleywitten.com90 Route 6ASandwich, MA 02563508-833-6600 voice508-833-3150 faxHorsley Witten Group, Inc. (in feet)
GRAPHIC SCALE
020 10 20 40 80
1 INCH = 20 FEET
(in feet)
GRAPHIC SCALE
02 1 2 4 8
1/2 INCH = 1 FOOT 375 Faunce Corner Road, Suite D, Dartmouth, MA 02747-1258Consulting Engineers, Inc.GGDp: 508-998-5700f: 508-998-0883www.g-g-d.comCIVIL & SITE ENGINEER:MECHANICAL & ELECTRICAL:FOR PERMITTING ONLY
last modified: 08/06/24 printed: 08/06/24 by bk H:\Projects\2023\23142 Steamship Hyannis Terminal\Drawings\23142 DE.dwg
TYPICAL PIPE SUPPORT CONCRETE ANCHOR DETAILNOT TO SCALESTAINLESS STEEL PIPE SUPPORTTO SUIT TYPE OF MOUNTSTAINLESS STEEL CONCRETE ANCHORBOLT TO SUIT PER MANUFACTURER'SRECOMENDATION (3-INCH MINIMUM)PIPENOTE:1.SUPPORTS SHALL BE INSTALLEDEVERY 5-FEET OF PIPE LENGTH, ATALL CHANGES IN DIRECTION, AT ALLPIPE JOINTS AND/OR AS DIRECTEDBY THE ENGINEER.2.SUPPORT SHOWN IS TYPICAL. TYPEAND STYLE PER SITE CONDITIONSAS APPROVED BY THE ENGINEER.3.ALL MATERIALS SHALL BEFIBERGLASS OR STAINLESS STEELGRADE 304 MEETING ASTMSTANDARDS UNLESS OTHERWISEAPPROVED BY THE ENGINEER. SEESPECIFICATIONS.4.CONCRETE ANCHOR BOLT TO BESTAINLESS STEEL & INSTALLED PERFASTENER MANUFACTURER'SRECOMENDATION.WALL STRUCTUREMAX LOAD 50% OF MFR. RECOMMENDED RATING.CLEVISDECKINGANCHOR DETAILSNOT TO SCALEANCHOR FROM DECKCONCRETE SLAB2" X 2" X 1/4"ANGLE S.S. PIPESUPPORT WELDEDTO WALL PLATE.6" WIDE X 1/4" THICK S.S.PLATE, LENGTH ASNECESSARY. ATTACHEDTO WALL WITH ANCHORBOLTS.3/8" 1/2U-BOLTPIPESELF DRILLINGANCHORANGLE IRON WALL PIPE SUPPORTCONCRETETOPPING SLABUSE FULL THREADEDRODSSTRUT MOUNTED PIPE SUPPORTSTRUT & ADJUSTABLE PIPECLAMP (SIZE TO SUIT)PIPESELF DRILLINGANCHORUSE FULL THREADEDRODSTYPICAL PIPE SUPPORT VERTICALCONCRETE ANCHOR DETAILNOT TO SCALENOTE:1.SUPPORTS SHALL BE INSTALLEDEVERY 5-FEET OF PIPE LENGTH, ATALL CHANGES IN DIRECTION, AT ALLPIPE JOINTS AND/OR AS DIRECTEDBY THE ENGINEER.2.SUPPORT SHOWN IS TYPICAL. TYPEAND STYLE PER SITE CONDITIONSAS APPROVED BY THE ENGINEER.3.ALL MATERIALS SHALL BEFIBERGLASS OR STAINLESS STEELGRADE 304 MEETING ASTMSTANDARDS UNLESS OTHERWISEAPPROVED BY THE ENGINEER. SEESPECIFICATIONS.4.CONCRETE ANCHOR BOLT TO BESTAINLESS STEEL & INSTALLED PERFASTENER MANUFACTURER'SRECOMENDATION.CONCRETE ANCHOR(EMBEDMENT 3" MIN.)PIPEPIPE STRAPPIPE STRAPTOP DECKBOTTOMDECKCONCRETE ANCHOR(EMBEDMENT 3" MIN.)COMPACTED SUBGRADE12" (MIN)6" (MIN)PIPEDIAMETERCOMPACTED PEAGRAVEL (SEE NOTES) ORENGINEER APPROVEDONSITE BACKFILL FREEOF DEBRIS & ROCKSDEPTH AND SURFACETREATMENT VARIESCOMMON FILL/ORDINARY BORROWPRIVATE PROPERTY:COMPACTED DENSE GRADE FILLPUBLIC ROADWAY:HIGH DENSITY FLOWABLECONCRETE FILL(SEE DETAIL)VARIESVARIESVARIESVARIESLANDSCAPED AREAPAVED AREANOTES:1.BACKFILL PLACED IN UTILITY TRENCHES INCLUDING DISTURBED AREAS SURROUNDING UTILITYTRENCHES SHALL BE PLACED AND COMPACTED IN 12" (MAX.) VERTICAL LIFTS.2.TRACER TAPE FOR NON-FERROUS PIPE SHALL BE CONSTRUCTED OF A METALLIC CORE BONDED TOPLASTIC LAYERS. THE METALLIC TRACER TAPE SHALL BE A MINIMUM 5mm THICK AND MUST BELOCATABLE AT A DEPTH OF 18 INCHES WITH ORDINARY PIPE LOCATORS.3.PEA GRAVEL SHALL CONSIST OF CLEAN, HARD, ROUND PARTICLES OF GRAVEL MEETING THEFOLLOWING:SIEVE SIZEPERCENT PASSING3/8"85-95NO. 45-15NO. 80-24.CONTRACTOR SHALL ACHIEVE 95% COMPACTION FOR THE BEDDING. TRENCH BACKFILL UNDERROADWAYS SHALL BE COMPACTED TO 95%.5.ALL SEWER PIPE IS 4" UNLESS OTHERWISE SPECIFIED IN THE PLAN. FOR MULTIPLE PIPES IN ATRENCH A 6 INCH MINIMUM SETBACK SHALL BE HELD BETWEEN THE PIPES.TYPICAL SEWER TRENCH DETAILNOT TO SCALEGREEN METALLICTRACER TAPE18"6" (MIN)TYPICAL TRENCH PAVEMENT PATCH DETAIL(EXISTING TOWN ROADWAY RIGHT OF WAY)NOT TO SCALE1'EXISTINGPAVEMENTPAVEMENT PATCH(SEE NOTES)NOTES:1.BITUMINOUS CONCRETE PAVEMENT SHALL BE REMOVED TO A CLEAN STRAIGHT EDGE VIA SAW CUTTING.THE SAW CUT SHALL BE COMPLETED PERPENDICULAR TO THE ROADWAY/SIDEWALK.2.PAVEMENT PATCH - PRIOR TO INSTALLATION OF THE BITUMINOUS TOP COURSE, SAWCUT 1-1/2-INCHES INTOTHE EXISTING PAVEMENT. MILL A 1-FT SECTION OF THE EXISTING TOP PAVEMENT SURFACEPERPENDICULAR TO THE SAWCUT. INSTALL MODIFIED TOP COURSE OVER THE BINDER COURSE AND 1-FTMILLED SECTION.3.AN ASPHALT BASE EMULSION SHALL BE USED AS A TACK COAT BETWEEN EXISTING AND NEW PAVEMENTPER DETAIL.4.CONTRACTOR SHALL MOUND THE TOP COURSE BY A HALF INCH TO ACCOMODATE SETTLEMENT, UNLESSOTHERWISE DIRECTED BY THE ENGINEER.NEW TYPE I-1 BIT. CONC. 2" TOP COURSE OVER 2"BINDER COURSEPAVEMENT ABOVE TRENCHCONTROLLED DENSITYFILL (FLOWABLE FILL)SEE SPECIFICATIONSTRENCHSEAL ALL JOINTS W/HOT POURED BIT.JOINT MATERIALUTILITY SERVICEWATER, SEWER, DRAIN,ELEC./COM CONDUITEMULSION TACK COATOVER ALL EXPOSEDPAVEMENT SURFACEPRIOR TO PAVING9' MIN.9' MIN.SEWER MAINWATER MAIN AND/OR PE WATER TUBING10'10'WATER MAINSEPTIC SEWER PIPEWATER MAIN18" MIN.SEPTIC SEWER PIPEIF SEWER LINES MUST CROSS WATER SUPPLY LINES, BOTH PIPES SHALL BE CONSTRUCTED OF CLASS 150PRESSURE PIPE OR BETTER AND SHALL BE PRESSURE TESTED TO ASSURE WATER TIGHTNESS. IF CROSSINGIS WITHIN 18" MINIMUM, BOTH MAINS MUST BE ENCASED IN CONCRETE 10' EITHER SIDE OF CROSSINGIF CONDITIONS REQUIRE PIPES TO BE CLOSER THAN18", ENCASE SEWER 10' EACH SIDE OF CROSSING ORUSE D.I. FOR SEWER18" MIN.SEWER BELOW >/= 18" SEPARATIONSEWER BELOW < 18" SEPARATIONSEWER ABOVEWATER SERVICE / SEWER CROSSING DETAILNOT TO SCALETANK CONNECTION TO DISCHARGE PIPE DETAILNOT TO SCALEINSTALL DI PIPE TO ELBOWCONNECTION OUTSIDE THE TANKFLANGED DISPACER TO SUITREPLACEMOTORIZED VALVEINSTALL NEW ELBOWEX. MANUALVALVE TO REMAIN NEW HOSE FOR PUMP EXHAUST.CONNECT TO WYE PORTTANK ANCHORING SYSTEM DETAILNOT TO SCALENOTES:HOLD DOWN STRAPS TO BEMANUFACTURED FROM MILD-CARBONSTEEL W/ AN ADJUSTABLETURNBUCKLE AND ANGLE CLIP ONEACH END.NEOPRENE RUBBER LINERS TO WRAPAROUND STRAPS TO PROVIDEELECTRICAL ISOLATION.EXISTING TANKEPOXY ANCHORINGADHESIVE FORCONCRETE4" CORECHISEL BOTTOMOF CORE TOFORM DEAD MANANCHORHOLD-DOWN STRAPW/ NEOPRENE LINERSTRAPTURNBUCKLEANGLE W/ HOLEFOR ANCHORBOLTANCHOR BOLTSS NUT & WASHEREXISTING CONCRETE SLAB8" HDPE FLOOR PENETRATIONNOT TO SCALECUT 8" HDPE FLUSH WITH SLABCONCRETE SLAB4" PIPEFOAM INSULATIONGENERAL NOTES:1.SUB-GRADE (EXISTING MATERIAL) SHALL CONSIST OF INERT MATERIAL THAT IS HARD, DURABLE STONEAND/OR COARSE SAND, FREE FROM LOAM AND CLAY TO A DEPTH NOT LESS THAN 4-FT BELOW THE FINISHPAVEMENT SURFACE. EXCAVATE SANDY-LOAM AND/OR LOAMY-SAND TOPSOIL MATERIAL FROM ALLPAVED AREAS PRIOR TO SUB-BASE INSTALLATION.2.PLACE SUB-BASE IN MAXIMUM 8" LIFTS (COMPACTED TO 95%).3.COMPACT SUB-GRADE FILL TO 95% COMPACTION.4.SEE SITE LAYOUT PLAN FOR PAVEMENT WIDTH AND LOCATION.5.SEE GRADING PLANS FOR PAVEMENT SLOPE AND CROSS SLOPE.6.SWEEP CLEAN THE EXISTING BINDER COURSE SURFACE PRIOR TO INSTALLING THE WEARING COURSE BYA STREET SWEEPING MACHINE .7.APPLY A TACK COAT PER SPECIFICATIONS.BITUMINOUS PAVEMENTNOT TO SCALEAPPROVED SUBGRADECOMPACTED DENSE GRADE, DENSEBLENDED CRUSHED STONE OR RECLAIMEDPAVEMENT BORROW CONFORMING TOSTATE DOT STANDARD SPECIFICATIONSCLASS I TYPE I-1 BIT. PAVEMENT:WEARING SURFACE, ON BINDERCOURSE (PER STATE DOTSTANDARDS)1 12"2 12"8"SAWCUT & PAVEMENT PATCHNOT TO SCALENOTES:1.EXISTING BITUMINOUS PAVEMENT SHALL BE REMOVED TO A CLEAN STRAIGHT EDGE VIA SAWCUTTING. THE SAW CUT SHALL BE COMPLETED PERPENDICULAR TO THE ROADWAY/SIDEWALK.2.PRIOR TO INSTALLING THE WEARING COURSE THE EXISTING VERTICAL PAVEMENT SURFACE SHALLBE SWEPT COMPLETELY CLEAN.3.AFTER PROPER COMPACTION (SEE PAVEMENT DETAIL) SAW CUT NEW PAVEMENT ABUTMENT 3/4"DEEP AND FILL WITH FIBER MODIFIED ASPHALT SEALER AS SHOWN.NEW PAVEMENTSEE PAVEMENT DETAILPAVEMENT PATCH (SEE NOTES)EXISTING PAVEMENTCOMPACTED SUB-BASE(SEE PAVEMENT DETAIL)3/4"SAW KERF FILLED WITH FIBERMODIFIED ASPHALT SEALER1/4"FOR PERMITTING ONLYC-5Sheet Number:Project Number:Registration:23142Revisions
Appr.Rev.Date By Description
1
2
3
4
5
6
7DETAILS
71 SOUTH STREET
STEAMSHIP AUTHORITY HYANNIS
BARNSTABLE, MASSACHUSETTS
Survey Provided By:Prepared For:Plan Set:
Plan Title:
Horsley Witten
Group, Inc.
90 Route 6A
Sandwich, MA 02536
Phone: 508-833-6600
Fax: 508-833-3150
Dated: January 12, 2024
The Steamship
Authority
228 Palmer Avenue
Falmouth, MA 02540
AUGUST 5, 2024 MCL MCL FPL
Checked By:Designed By:Date:Drawn By:
Sustainable Environmental Solutions
www.horsleywitten.com
90 Route 6A
Sandwich, MA 02563
508-833-6600 voice
508-833-3150 fax
Horsley Witten Group, Inc.
375 Faunce Corner Road, Suite D, Dartmouth, MA 02747-1258
Consulting Engineers, Inc.GGD
p: 508-998-5700 f: 508-998-0883 www.g-g-d.com
CIVIL & SITE ENGINEER:MECHANICAL & ELECTRICAL:
SCALE:1" = 1'-0"
2
A-2 A-1
SECTION
SCALE:1" = 1'-0"
1
A-1
FLOOR PLAN
2
A-2 A-1
SECTION16" MIN
CORNER
0'-8"
8'-4-1/2"
TOP PLATE
FINISH
FLOOR
EXISTING GRADE
3
6
A-1
5
A-1
4
A-1
A-1
10"
BOTTOM OF
FOOTING
SCALE:1" = 1'-0"
1
S-1
FOUNDATION PLAN
TOP OF FOOTING
1 2
A
B
12
12
UNDISTURBED SOIL
14'
10'-0"
5'-0"
1'-4" MIN
2X4 WALL
2-2X6 (1K/1J)3' HDR(2- 2X6)(3K/IJ)
6' HDR
2'-0"
FTG
8" CONC. WALL
2'-0"
2'X4" KEY
10 MIL VAPOR
BARRIER ON 6-12"
CRUSHED
COMPACTED
STONE
2 #4, 2"
H2.5A
2x8 @ 16"
2X4 @ 16" W/MID
HEIGHT BRACING2x8 @ 16"2x4 @ 16"
CL 2X10
7/16" VENT
5/8" ANCHOR
BOLT X 7"
EMBEDED W/
3X3X1/4 WASHER
@ 2' OC
PENETRATIONS (4- 2") IN SLAB
ASPHALT SHINGLE RIDGE CAP
5/8" PLYWOOD
2X8 RIDGE BOARD
30 YEAR
ASPHALT
SHINGLES
SCALE:112" = 1'-0"
3
A-1
WALL SECTION
SCALE:112" = 1'-0"
5
A-1
SOFFIT DETAIL
SCALE:112" = 1'-0"
4
A-1
SILL DETAIL
SCALE:112" = 1'-0"
6
A-1
RIDGE DETAIL
6" FIBERGLASS
INSTALLATIONALUMINUM DRIP
EDGE
4" FIBERGLASS
INSTALLATION
TRIMLINE RIDGE VENT HIGH
PROFILE-1" HIGH
1" AIR GAP
BETWEEN
PLYWOOD AND
RIDGE BOARD
(TYP)
2X6 CEILING JOIST
4' MIN STRIP OF
ICE/WATER
PROTECTION
1X4 PVC FASCIA
BOARD
1X4 PVC SOFFIT BOARD W/
CONTINUOUS
PERFORATED VENT
1X4 PVC FREEZE
BOARD
5/8 FRP (WHITE) FACED
PLYWOOD FASTENED TO
1X3 STRAPPING @ 16" OC
W/ SS SCREWS
5/8 FRP (WHITE) FACED
PLYWOOD FASTENED TO
WALL STUD W/ SS SCREWS
OWENS CORNING
SILL SEALER OR
APPROVED EQUAL
ANCHOR TO FOUNDATION 1/2" DIA., 10" LONG, EVERY 32"
SEE FOUNDATION
PLAN FOR
FOUNDATION
DETAILS
2X4 WALL FRAME
5/8 FRP (WHITE) FACED
PLYWOOD FASTENED
TO WALL STUD W/ SS
SCREWS
1/2" PLYWOOD
PRESSURE
TREATED 2X4 ON
SILL SEALER
WHITE CEDAR
SHINGLES
WHITE CEDAR
SHINGLES
HURRICANE TIE 2.5A
2X8 RAFTER ATTACH TO
RIDGE W/LS50 CLIP OR
2X4 @ 16" COLLAR TIES
A-1
Sheet Number:
Project Number:
Registration:
23142
last modified: 07/30/24 printed: 07/31/24 by bkH:\Projects\2023\23142 Steamship Hyannis Terminal\Drawings\23142 ST.dwgRevisionsAppr.Rev.DateByDescription1234567PUMP HOUSE FLOOR PLAN & DETAILS71 SOUTH STREETSTEAMSHIP AUTHORITY HYANNISBARNSTABLE, MASSACHUSETTSSurvey Provided By:Prepared For:Plan Set:Plan Title:Horsley WittenGroup, Inc.90 Route 6ASandwich, MA 02536Phone: 508-833-6600Fax: 508-833-3150Dated: January 12, 2024The SteamshipAuthority228 Palmer AvenueFalmouth, MA 02540JULY 2024MCLMCLFPLChecked By:Designed By:Date:Drawn By:Sustainable Environmental Solutionswww.horsleywitten.com90 Route 6ASandwich, MA 02563508-833-6600 voice508-833-3150 faxHorsley Witten Group, Inc. 375 Faunce Corner Road, Suite D, Dartmouth, MA 02747-1258Consulting Engineers, Inc.GGDp: 508-998-5700f: 508-998-0883www.g-g-d.comCIVIL & SITE ENGINEER:MECHANICAL & ELECTRICAL:
1A-2A-1SECTIONSCALE:3 4" = 1'-0"
1
A-2
WEST ELEVATION
SCALE:3 4" = 1'-0"
2
A-2
NORTH ELEVATION
SCALE:3 4" = 1'-0"
4
A-2
SOUTH ELEVATION
SCALE:3 4" = 1'-0"
3
A-2
EAST ELEVATION
30 YEAR ARCHITECTURAL ASPHALT SHINGLES W/
ALUMINUM DRIP EDGE COLOR AS SELECTED BY OWNER
SINGLE SWING STEEL
DOOR W/ SS HARDWARE (ACD3068)
COLOR TO MATCH TRIM AS
SELECTED BY OWNER
PVC LOUVER VENT W/ GALV.
MESH/WIRE ON BACK SIDE
1X3 0N 1X8 PVC TRIM
PATCHED AND PAINTED
COLOR AS SELECTED BY
OWNER
WHITE CEDAR SHINGLES (TYP)
CONT. RIDGE VENT
12
12
DOUBLE SWING STEEL
DOOR W/ SS HARDWARE (ACD6068AP/PA)
COLOR TO MATCH TRIM AS SELECTED BY
OWNER
PVC TRIM PATCHED AND
PAINTED COLOR AS
SELECTED BY OWNER
1X6 PVC TRIM
A-2
Sheet Number:
Project Number:
Registration:
23142
last modified: 07/30/24 printed: 07/31/24 by bkH:\Projects\2023\23142 Steamship Hyannis Terminal\Drawings\23142 ST.dwgRevisionsAppr.Rev.DateByDescription1234567PUMP HOUSE ELEVATIONS71 SOUTH STREETSTEAMSHIP AUTHORITY HYANNISBARNSTABLE, MASSACHUSETTSSurvey Provided By:Prepared For:Plan Set:Plan Title:Horsley WittenGroup, Inc.90 Route 6ASandwich, MA 02536Phone: 508-833-6600Fax: 508-833-3150Dated: January 12, 2024The SteamshipAuthority228 Palmer AvenueFalmouth, MA 02540JULY 2024MCLMCLFPLChecked By:Designed By:Date:Drawn By:Sustainable Environmental Solutionswww.horsleywitten.com90 Route 6ASandwich, MA 02563508-833-6600 voice508-833-3150 faxHorsley Witten Group, Inc. 375 Faunce Corner Road, Suite D, Dartmouth, MA 02747-1258Consulting Engineers, Inc.GGDp: 508-998-5700f: 508-998-0883www.g-g-d.comCIVIL & SITE ENGINEER:MECHANICAL & ELECTRICAL: