HomeMy WebLinkAboutNOIShorefront
Consulting1�1!!4
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Shorefront Consulting
Professional Services on Land or At Sea
290 Center St., Dennis Port, MA 02639 www.shorefrontconsulting.com
508-280-8046 shorefrontconsulting@gmail.com
Yarmouth Conservation Commission
Attn: Kelly Grant
1146 Route 28
South Yarmouth, MA 02664-4492
By hand delivery and email
January 6, 2022
Re: Notice of Intent Application Filing Package;
Proposed Reconstruction and Extension of Existing Pier, Ramp, and Float in Dinah's Pond
Thomas and Lisa Dwyer
160 Mayflower Terrace
South Yarmouth, MA 02664
Map 120, Parcel 12
On behalf of my clients, Thomas and Lisa Dwyer, I am submitting (1) full size (24"x 36") original plus 7
copies of a Notice of Intent Application Filing Package, and three original checks for municipal filing for the
above referenced project. Electronic copies of all documents will be emailed to the conservation office. The
following items are enclosed:
■ Notice of Intent Application and NOI Fee Transmittal Form
■ Performance Standards Narrative, Alternatives Analysis, and Construction Protocol
■ Photographs of the site
■ Report for the Shellfish survey conducted by John Lowell on March 22, 2021
■ Yarmouth USGS Map, Assessor Map 120, and Flood Map, identifying locus
■ Copy of Check #286 for $169.50 made payable to the Commonwealth of Mass. for state share of DEP
fee, (original sent directly to lockbox)
■ Check #287 for $194.50 made payable to the Town of Yarmouth for town share of DEP fee
■ Check #288 for $182 made payable to the Town of Yarmouth for the town By -Law fee ($2/lin. ft. for
91 ft.; Category 5, dock)
■ Check #289 for $10.00 check made payable to the Town of Yarmouth for advertising fee
■ Affidavit of Service, Abutter Notification Letter, Abutter List
■ Variance Request for relief from the 75-foot setback requirement
■ Plan entitled "Plan Showing Proposed Pier Reconstruction and Extension", by Shorefront Consulting
and Down Cape Engineering, dated 8/9/21
Please schedule this filing for your January 20, 2022 public hearing. I also have 3 projects to present in
Dennis the same night, and will ask Dennis if I can be put further along on the agenda. If there are any
questions or concerns regarding this filing, please contact me as soon as possible.
Sincerely,
Mark Burgess
Shorefront Consulting
Enclosures: As Stated
cc: Mass. DEP/SERO — Wetlands (by EDEP)
Mass. Division of Marine Fisheries (by email)
Thomas and Lisa Dwyer (Applicants)
Massachusetts Department of Environmental
Protection
Bureau of Resource Protection - Wetlands
WPA Form 3 - Notice of Intent
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40
A.General Information
1. Project Location:
a. Street Address
b. City/Town
d. Latitude
f. Map/Plat 4
2. Applicant:
r Individual r Organization
a. First Name
c. Organization
d. Mailing Address
e. CityMown
h. Phone Number
3.Property Owner:
I— more than one owner
a. First Name
c. Organization
d. Mailing Address
e. City/Town
h. Phone Number
4.Representative:
a. First Name
c. Organization
d. Mailing Address
e. City/Town
h.Phone Number
Provided by MassDEP:
MassDEP File #:
eDEP Transaction #:1334548
City/Town:YARMOUTH
160 MAYFLOWER TERRACE
YARMOUTH c. Zip Code
41.69639N e. Longitude
120 g.Parcel/Lot #
THOMAS A. AND LISA G.
DWYER REALTY TRUST
1 INFERVALE ROAD
DEDHAM f. State
617-293-1835 i.Fax
THOMAS A. AND LISA G.
DWYER REALTY TRUST
1 INTERVALE ROAD
DEDHAM f State
617-293-1835 i.Fax
b.Last Name DWYER
02664
70.17324 W
12
MA g. Zip Code 02026
j. Email tdwyer501@gmail.com
b. Last Name DWYER
MA
MARK b. Last Name
SHOREFRONT CONSULTING
290 CENTER STREET
DENNIS PORT f. State MA
508-280-8046 i.Fax
g. Zip Code 02026
j.Email tdwyer50l@gmaii.com
BURGESS
g. Zip Code 02639
j.Email shorefronteonsulting@gmail.com
5-Total WPA Fee Paid (Automatically inserted from NOI Wetland Fee Transmittal Form):
a.Total Fee Paid 364.00 b.State Fee Paid 169.50 c.City/Town Fee Paid 194.50
6.General Project Description:
PROPOSED RECONSTRUCTION OF EXISTING PRE-1978 PIER, RAMP, AND FLOATS
7a.Project Type:
1.17- Single Family Home 2. f Residential Subdivision
3. r- Limited Project Driveway Crossing 4. r Commercial/Industrial
5.17 Dock/Pier 6. F Utilities
7. r Coastal Engineering Structure 8. r Agriculture (eg., cranberries, forestry)
9. r Transportation 10. r Other
7b.Is any portion of the proposed activity eligible to be treated as a limited project subject to 310 CMR 10.24 (coastal) or 310
CMR 10.53 (inland)?
Page 1 of 7 * ELECTRONIC COPY
Massachusetts Department of Environmental Provided by MassDEP:
Protection MassDEP File #:
Bureau of Resource Protection - Wetlands eDEP Transaction #:1334548
WPA Form 3 - Notice of Intent City/fown:YARMOUTH
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40
1. I— Yes 1✓ No If yes, describe which limited project applies to this project:
2. Limited Project
8.Property recorded at the Registry of Deeds for:
a.County: b.Certificate: c.Book: d.Page:
BARNSTABLE 28031 33
B. Buffer Zone & Resource Area Impacts (temporary & permanent)
i.Buffer Zone & Resource Area Impacts (temporary & permanent):
1— This is a Buffer Zone only project - Check if the project is located only in the Buffer Zone of a Bordering Vegetated Wetland,
Inland Bank, or Coastal Resource Area.
2.Inland Resource Areas: (See 310 CMR 10.54 - 10.58, if not applicable, go to Section B.3. Coastal Resource Areas)
Resource Area
a. r- Bank
b. r Bordering Vegetated Wetland
e. F- Land under Waterbodies and Waterways
d. - Bordering Land Subject to Flooding
e. Isolated Land Subject to Flooding
f. r' Riverfront Area
Size of Proposed Alteration Proposed Replacement (if any)
1. linear feet 2. linear feet
1. square feet 2. square feet
1. Square feet 2. square feet
3. cubic yards dredged
1. square feet 2. square feet
3. cubic feet of flood storage lost 4. cubic feet replaced
1. square feet
2. cubic feet of flood storage lost 3. cubic feet replaced
1. Name of Waterway (if any)
2. Width of Riverfront Area (check one) r 25 ft. - Designated Densely Developed Areas only
r 100 ft. - New agricultural projects only
f— 200 ft. - All other projects
3. Total area of Riverfront Area on the site of the proposed project
square feet
4. Proposed Alteration of the Riverfront Area:
a. total square feet b. square feet within 100 ft. c. square feet between 100 ft.
and 200 ft.
5. Has an alternatives analysis been done and is it attached to this NOI? I— Yesl— No
Page 2 of 7 * ELECTRONIC COPY
Ci
Massachusetts Department of Environmental Provided by MassDEP:
Protection MassDEP File #:
Bureau of Resource Protection - Wetlands eDEP Transaction #:1334548
WPA Form 3 - Notice of Intent City/rown:YARMOUTH
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40
6. Was the lot where the activity is proposed created prior to August 1, 1996?
r Yesr No
3.Coastal Resource Areas: (See 310 CMR 10.25 - 10.35)
Resource Area Size of Proposed Alteration Proposed Replacement (if any)
a.r Designated Port Areas Indicate size under Land under the ocean below,
b. r Land Under the Ocean
1. square feet
2. cubic yards dredged
c. i-- Barrier Beaches Indicate size under Coastal Beaches and/or Coatstal Dunes, below
d.F- Coastal Beaches
1. square feet 2. cubic yards beach nourishment
e.r- Coastal Dunes
1. square feet 2. cubic yards dune nourishment
Er- Coastal Banks
1. linear feet
g. T - Rocky Intertidal Shores
1. square feet
h.+w Salt Marshes
60
1. square feet 2. sq ft restoration, rehab, crea.
i. Pi Land Under Salt Ponds
576
1. square feet
2. cubic yards dredged
j.l✓ Land Containing Shellfish
576
1. square feet
k.I- Fish Runs
Indicate size under Coastal Banks, Inland Bank, Land Under the Ocean, and/or inland Land
Under Waterbodies and Waterways, above
1. cubic yards dredged
I. 170 Land Subject to Coastal 672
Storm Flowage 1. square feet
4.Restoration/Enhancement
Restoration/Replacement
If the project is for the purpose of restoring or enhancing a wetland resource area in addition to the square footage that has been
entered in Section B.2.b or B.3.h above, please entered the additional amount here.
a. square feet of BV W b. square feet of Salt Marsh
5.Projects Involves Stream Crossings
- Project Involves Streams Crossings
If the project involves Stream Crossings, please enter the number of new stream crossings/number of replacement stream crossings.
Page 3 of * ELECTRONIC COPY
Massachusetts Department of Environmental Provided by MassDEP:
Protection MassDEP File #:
Bureau of Resource Protection - Wetlands eDEP Transaction #:1334548
WPA Form 3 - Notice of Intent City/Ibwn:YARMOUTH
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40
a. number of new stream crossings b. number of replacement stream crossings
C. Other Applicable Standards and Requirements
Streamlined Massachusetts Endangered Species Act/Wetlands Protection Act Review
Is any portion of the proposed project located in Estimated Habitat of Rare Wildlife as indicated on the most recent
Estimated Habitat Map of State -Listed Rare Wetland Wildlife published by the Natural Heritage of Endangered Species program
(NHESP)?
a. r Yes r No
If yes, include proof of mailing or hand delivery of NOI to:
Natural Heritage and Endangered Species
Program
Division of Fisheries and Wildlife
1 Rabbit Hill Road
Westborough, MA 01581
b. Date of map:FROM MAP VIEWER
If yes, the project is also subject to Massachusetts Endangered Species Act (MESA) review (321 CMR 10.18)....
c. Submit Supplemental Information for Endangered Species Review * (Check boxes as they apply)
1.1— Percentage/acreage of property to be altered:
(a) within Wetland Resource Area
(b) outside Resource Area
percentage/acreage
percentage/acreage
2. f Assessor's Map or right-of-way plan of site
3. r Project plans for entire project site, including wetland resource areas and areas outside of wetland jurisdiction, showing
existing and proposed conditions, existing and proposed tree/vegetation clearing line, and clearly demarcated limits of work **
a. r Project description (including description of impacts outside of wetland resource area & buffer zone)
b. I— Photographs representative of the site
c. r MESA filing fee (fee information available at: hitp://www.mass.p-ov/eea/aaencies/dfg/dfw/natural-lieritase/reaulatory-
review/mass-endan eg red-species-act-mesa/mesa-fee-schedule.html )
Make check payable to "Natural Heritage & Endangered Species Fund" and mail to NHESP at above address
Projects altering 10 or more acres of land, also submit:
d. r Vegetation cover type map of site
e. r Project plans showing Priority & Estimated Habitat boundaries
d. OR Check One of the following
1.1— Project is exempt from MESA review. Attach applicant letter indicating which MESA exemption applies. (See 321
CMR 10.14, hqp://www.mass.gov/eea/agencies/dtaJdtw/laws-regulations/cmr/321-emr-1000-massachusetts-endan eg red-
species-act.html#10.14; the NOI must still be sent to NHESP if the project is within estimated habitat pursuant to 310 CMR
10.37 and 10.59.)
2. r Separate MESA review ongoing.
a. NHESP Tracking Number
b. Date submitted to NHESP
3.1— Separate MESA review completed.
Page 4 of 7 * ELECTRONIC COPY
Massachusetts Department of Environmental Provided by MassDEP:
Protection MassDEP File #:
Bureau of Resource Protection - Wetlands eDEP Transaction #:1334548
WPA Form 3 - Notice of Intent City/Town:YARMOLJTH
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40
Include copy of NHESP "no Take" determination or valid Conservation & Management Permit with approved plan.
* Some projects not in Estimated Habitat may be located in Priority Habitat, and require NHESP review...
2. For coastal projects only, is any portion of the proposed project located below the mean high waterline or in a fish run?
a. r Not applicable - project is in inland resource area only
b. r Yes f No
If yes, include proof of mailing or hand delivery of NOI to either:
South Shore - Cohasset to Rhode Island, and the Cape & Islands:
Division of Marine Fisheries -
Southeast Marine Fisheries Station
Attn: Environmental Reviewer
836 S. Rodney French Blvd
New Bedford, MA 02744
North Shore - Hull to New Hampshire:
Division of Marine Fisheries -
North Shore Office
Attn: Environmental Reviewer
30 Emerson Avenue
Gloucester, MA 01930
If yes, it may require a Chapter 91 license. For coastal towns in the Northeast Region, please contact MassDEP's Boston Office.
For coastal towns in the Southeast Region, please contact MassDEP's Southeast Regional office.
3. Is any portion of the proposed project within an Area of Critical Environmental Concern (ACEC)?
a. r- Yes I✓ No
b. ACEC Name
If yes, provide name of ACEC (see instructions to WPA
Form 3 or DEP Website for ACEC locations). Note:
electronic tilers click on Website.
4. Is any portion of the proposed project within an area designated as an Outstanding Resource Water (ORW) as designated in the
Massachusetts Surface Water Quality Standards, 314 CMR 4.00?
a. r Yes P No
Is any portion of the site subject to a Wetlands Restriction Order under the Inland Wetlands Restriction Act (M.G.L.c. 131, §
40A) or the Coastal Wetlands Restriction Act (M.G.L.c. 130, § 105)?
a. I- Yes f- No
6. Is this project subject to provisions of the MassDEP Stormwater Management Standards?
a. r Yes, Attach a copy of the Stormwater Report as required by the Stormwater Management Standards per 310 CMR
10.05(6)(k)-(q) and check if:
1. Applying for Low Impact Development (LID) site design credits (as described in Stormwater Management Handbook
r Vol.2, Chapter 3)
2. A portion of the site constitutes redevelopment
r-
3. Proprietary BMPs are included in the Stormwater Management System
r
b.r No, Explain why the project is exempt:
I. Single Family Home
rEmergency Road Repair
Page 5 of 7 * ELECTRONIC COPY
Massachusetts Department of Environmental Provided by MassDEP:
Protection MassDEP File #:
Bureau of Resource Protection - Wetlands eDEP Transaction #:1334548
WPA Form 3 - Notice of Intent City/fown:YARMOUTH
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40
3. Small Residential Subdivision (less than or equal to 4 single-family houses or less than or equal to 4 units in multi -family
F housing project) with no discharge to Critical Areas.
D. Additional Information
Applicants must include the following with this Notice of Intent (NOI). See instructions for details.
Online Users: Attach the document transaction number (provided on your receipt page) for any of the following information you
submit to the Department by regular mail delivery.
1. USGS or other map of the area (along with a narrative description, if necessary) containing sufficient information for the
P_ Conservation Commission and the Department to locate the site. (Electronic filers may omit this item.)
2. Plans identifying the location of proposed activities (including activities proposed to serve as a Bordering Vegetated Wetland
Fv [BVW] replication area or other mitigating measure) relative to the boundaries of each affected resource area.
3. Identify the method for BVW and other resource area boundary delineations (MassDEP BVW Field Data Foim(s).
r Determination of Applicability, Order of Resource Area Delineation, etc.), and attach documentation of the methodology.
4. List the titles and dates for all plans and other materials submitted with this NOI.
r
a. Plan Title: b. Plan Prepared By: e. Plan Signed/Stamped By: c. Revised Final Date: e. Scale:
PLAN SHOWING DOWN CAPE
PROPOSED PIER ENGINEERING AND DAN OJALA, PLS 8/9/21 1 "-20'
RECONSTRUCTION SHOREFRONT
AND EXTENSION CONSULTING
5. If there is more than one property owner, please attach a list of these property owners not listed on this form.
r
6. Attach proof of mailing for Natural Heritage and Endangered Species Program, if needed.
r
7. Attach proof of mailing for Massachusetts Division of Marine Fisheries, if needed.
P
8. Attach NOI Wetland Fee Transmittal Form.
r
9. Attach Stormwater Report, if needed.
r
Page 6 of 7 * ELECTRONIC COPY
Massachusetts Department of Environmental
Protection
Bureau of Resource Protection - Wetlands
WPA Form 3 - Notice of Intent
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40
E. Fees
Provided by MassDEP:
MassDEP File #:
eDEP Transaction #:1334548
City/1'own:YARMOUTH
1.
Fee Exempt: No filing fee shall be assessed for projects of any city, town, county, or district of the Commonwealth, federally recognized Indian
tribe housing authority, municipal housing authority, or the Massachusetts Bay Transportation Authority.
Applicants must submit the following information (in addition to pages 1 and 2 of the NOI Wetland Fee Transmittal Form) to confirm fee payment:
Z�7 12/3of zl
2. Municipal Check Number 2 3. Check date I l3al Z
4. State Check Number y � R5. Check date I�
1 L ��ty� y• 7r6Zr
6. Payer name on check: First Name 7. Payer name on check: Last Name
F. Signatures and Submittal Requirements
I hereby certify under the penalties of perjury that the foregoing Notice of Intent and accompanying plans, documents, and supporting data are true
and complete to the best of my knowledge. I understand that the Conservation Commission will place notification of this Notice in a local newspaper
at the expense of the applicant in accordance with the wetlands regulations, 310 CMR 10.05(5)(a).
I further certify under penalties of perjury that all abutters were notified of this application, pursuant to the requirements of M.G.L. c. 131, § 40.
Notice must be made by Certificate of Mailing or in writing by hand delivery or certified mail (return receipt requested) to all abutters within 100 feet
of the property line of the project location.
y a.
1. Signature of Applicant
3. Signature of Ir
Owner(if different)
A/
5. Signature o
epresentati (if any) (
"(kJ• CQy� c,
t P ,
For Conservation Commission:
2. Date
4. Date
1ZJ 36)Zoz�
6. Date
Two copies of the completed Notice of Intent (Form 3), including supporting plans and documents, two copies of the NOl Wetland Fee Transmittal
Form, and the city/town fee payment, to the Conservation Commission by certified mail or hand delivery.
For MassDEP:
One copy of the completed Notice of Intent (Form 3), including supporting plans and documents, one copy of the NOI Wetland Fee Transmittal Form,
and a copy of the state fee payment to the MassDEP Regional Office (see Instructions) by certified mail or hand delivery.
Other:
If the applicant has checked the "yes" box in Section C, Items 1-3, above, refer to that section and the Instructions for additional submittal
requirements.
The original and copies must be sent simultaneously. Failure by the applicant to send copies in a timely manner may result in dismissal of the
Notice of Intent.
Page 7 of 7 * ELECTRONIC COPY
Massachusetts Department of Environmental Protection
Bureau of Resource Protection - Wetlands
WPA Form 3 - Notice of Wetland FeeTransmittal
Form
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40
A. Applicant Information
1. Applicant:
a. First Name
THOMAS A. AND LISA G.
c. Organization
DWYER REALTY TRUST
d. Mailing Address
1 INTERVALE ROAD
e. City/Town
DEDHAM f. State
h. Phone Number
6172931835 i. Fax
2.Property Owner:(if different)
a. First Name
THOMAS A. AND LISA G.
c. Organization
DWYER REALTY TRUST
d. Mailing Address
1 INTERVALE ROAD
e. City/Town
DEDHAM f.State
h. Phone Number
6172931835 i. Fax
3. Project Location:
a. Street Address
160 MAYFLOWER TERRACE
Are you exempted from
Fee? r (YOU HAVE SELECTED'NO'
Note: Fee will be exempted if you are one of the following:
• City/Town/County/District
• Municipal Housing Authority
• Indian Tribe Housing Authority
• MBTA
Provided by MassDEP:
MassDEP File #:
eDEP Transaction 4:1334548
City/Town:YARMOUTH
b.Last Name DWYER
MA g. Zip Code 02026
j. Email tdwyer50l @gmail.com
b. Last Name DWYER
MA g. Zip Code 02026
j.Email tdwyer50I ggmail.com
b. City/Town YARMOUTH
State agencies are only exempt if the fee is less than $100
B. Fees
Activity Type Activity Activity Fee RF Multiplier Sub Total
Number
A.) WORK ON DOCKS, PIERS, REVETMENTS, 91 4.00 364.00
DIKES, ETC. (COASTAL OR INLAND).
City/Town share of filling fee State share of filing fee Total Project Fee
$194.50 $169.50 $364.00
Page 1 of 1 * ELECTRONIC COPY
Notice of Intent Thomas and Lisa Dwyer, 160 Mayflower Terrace, South Yarmouth, MA
Performance Standards Narrative, Alternatives Analysis, and Construction Protocol
Site Description
The project site is located on Dinah's Pond, on the northeast side of a wide embayment north of Route 6, called
Kelly's Bay. The main flow of the Bass River is towards the west side of this embayment, in a north -south direction
from the Route 6 bridge north through another narrow inlet to Follin's Pond. Dinah's Pond is located through a small
inlet off of this channel in the river. Therefore, the project site is not considered to be in the main flow of the river
and not considered to be in the Riverfront Area. Bass River is a tidal river on Nantucket sound. The property is located
approximately 4 miles upstream of the river outlet, and has an existing pre-1978 dwelling (1960; assessor's records).
Recently, the existing railroad bridge was removed, and the restriction opened up potentially doubling the width of
the river at this point.
The site has a fairly steeply sloping, grass back yard, leading down to the water. At the water's edge is an established
vegetated buffer of woody shrubs and grasses, leading to the upper high marsh. There is an existing concrete seawall
of unknown age extending about 53 feet along the waterfront. There is salt marsh up to the bulkhead, and MHW is
just seaward of the wall along its length. The salt marsh extends basically from the seawall to MLW, varying in width.
To the north, after the seawall, there exists a vegetated buffer of mixed vegetation. There is an area of coastal beach
to the north, but not at the current location of the pier; MLW is right at the seaward edge of the marsh, so no coastal
beach exists where the pier is now. The width of the vegetation varies a little along the shoreline. The beach bottom
is fairly firm at first, with a gentle, constant slope.
There is an existing 3' wide pier, with a ramp, and 2 floats on the property, currently located about 53 feet from the
northern property line. A review of Google Earth aerials indicate that the pier was in a different location than presently.
There is a 1971 historic aerial that shows the pier located where it is now, and also shows the existing concrete seawall
clearly. However, before 2012, the pier was located about 27 feet further to the north, less than 25 feet from that
property line. It is not known when the pier was moved from its 1971 location to that location, but the 2012 -2014
Google Earth aerials clearly show that it was moved sometime after 2012, and before 2014. See series of photos below
for the sequence. However, the 1971 aerial shows the pier in its current location.
The Dwyers have owned the property since March of 2014, and the pier was in the old location at that time. Since
then, the owner moved the pier in 2014 to the current location, further away from the north property line. The agent
noticed the movement on Google Earth, and issued a violation for an unpermitted pier. The water depth was surveyed
to assess whether a new pier would meet the current bylaws. Just over 3.2 feet of water was found 80 feet out from
the pier in the current location. The bottom is fairly firm most of the way out. At 80 feet though, the bottom is very
soft; typical for this side of the pond. There is no eelgrass present at the site.
Proposed Work
The purpose of this project is to reconstruct the existing pier, ramp, and float in its current location and extend it so
that there is sufficient water depth to meet the current regulations. This requires the pier to be extended approximately
25 feet further out, and then use the existing Yx14' ramp, extending onto a 4'x10' float that is perpendicular to the
beach, and then use a 8' x 20' float at the end, parallel to the shore. This mimics the configuration that is there now,
but extends it out to sufficient water depth and remains within the 200 maximum float square footage allowed by the
local regulations. While the previous pier was supported by a rickety set of pipe piles, the proposed pier is supported
by properly designed permanent fiberglass piles.
The existing pier is of sufficient height to allow the required 5 feet of clearance at MHW to the underlying structural
member. The new pier will be at this same height at first, but then drop down 2.4 feet (about 4 steps) after the pier
reaches the end of the marsh. This is to minimize the steepness of the short 14-foot ramp. Other piers in the area have
used a 20-foot ramp to offset this slope at low tides, but the owner wishes to reuse this ramp, so the pier will be
dropped down after the marsh as indicated on the project plan. There is only sediment under the pier at this point;
there is no vegetation under the pier other than the salt marsh, where the pier has adequate clearance over the marsh
in that area.
Page 1 of 6
Notice of Intent Thomas and Lisa Dwyer, 160 Mayflower Terrace, South Yarmouth, MA
1971 aerial showing existing pier, ramp, and float in its current location (use the dwelling as a reference point)
2012 Google Earth aerial showing pier in northern location
2014 Google Earth aerial showing pier in current location
Page 2 of 6
Notice of Intent Thomas and Lisa Dwyer, 160 Mayflower Terrace, South Yarmouth, MA
Tidal Range
Kelly's Bay is a wide, almost circular embayment, with narrow waterways leading into and out of this area. Past
projects in the area (circa 2008) yielded a tidal range of approximately 1.7 feet, where MHW was 2.1' and MLW was
0.4' (NGVD 29). This translates to approximately MHW at 1.3' NAVD88, and MLW at approximately -0.4'
NAVD88. Dinah's Pond is located right off of Kelly's Bay, so the tidal ranges should be quite similar.
Recently, the railroad bridge to the south was removed and the channel widened. This changes the tidal flow by
allowing more water to pass through this restricted area of the river. Potentially, there is more water to be able to
come in at high tide, so the MHW elevation should increase. However, the river south of this restriction is shallow.
Therefore, low tide might not change that much because there may not be an increase in the amount of water that can
leave the embayment because of the shallow bottom, and may not be affected as a result in the channel widening.
To determine the new MHW and MLW elevations, a tide gauge was deployed at the adjacent site for one week in
2019. The tide gauge directly measured the water elevation in NAVD88 Datum at 5-minute intervals for an entire
week. The elevations were compared to the tide charts, and corrected for the plus and minus tides. The resulting tide
elevations were MHW = 1.9' (.6 feet higher), and MLW = -0.3' (.1' higher) NAVD88. This would indicate an
increased tidal range from 1.7' to 2.2 feet; an increase of .5 feet. The results indicate that the increased tidal flow is
mainly from the influx of more water into the bay, but does not allow more water to leave than previously. The
increase in the elevations could be due to increased tidal flow, sea level rise, and increased outgoing restrictions due
to fluctuating depths and bottom topography in the narrow area of the river to the south.
If there is a buildup of sediments either on the north or south of the bridge from increased flows, then low tide could
rise further because the water can come in, but can't get out. Furthermore, these conditions will likely continue to
change as the river re -naturalizes to the new conditions, moving sediments north and south of the railroad/bike path
bridge, etc.
Shorefront Consulting re -deployed its tidal gauge in the spring of 2021, and found the depths for MHW and
MLW had not significantly changed. MLW may have actually risen by about an inch, but this may be due to
the repositioning of the sediments at the bridges. Therefore, the original, conservative data was used for this
design.
Shellfish Survey
A shellfish survey was performed by John Lowell of East Dennis Oysters on March 22, 2021 to indicate the species,
sizes, and densities of any existing shellfish in the area. A copy of the survey report is included with this filing.
Approximately 56 Quahogs, 19 Cherrystones, and 8 littlenecks were found in 54 (3'x3') plots; a density of
approximately 1.53 shellfish per plot, and 0.17 shellfish per square foot (of the plots). Refer to the report for more
specific information.
Navigation
Kelly' Bay is approximately 1,700 feet wide at the entrance to Dinah's Pond, with a well marked channel. The river
is also a "no wake" zone in this location, limiting the speed of all boats to 6 mph or less. The pier, ramp, and float are
located over 2,000 feet west from the main channel, and access to the pond is only through a narrow inlet. There is
no transiting boat traffic in the pond; only to transit to and from the Bass River. Because of the bridge restrictions on
the river, the size of boat that can transit this far up river is limited. Dinah's Pond is small; therefore, no impacts to
navigation, either in the Pond, or in the river are anticipated with this project.
Variance Request
The proposed structure is a pier, ramp, and float. The current setback requirement for new piers is 75 feet from
adjacent piers and piers. The previous location of the pier would have been approximately 27 feet from the other pier
to the north. Now that the pier is in its new location, the setback has more than doubled to 57.4 feet, with about 112
feet to the pier to the south. Given the small embayment of Dinah's Pond, and the size of boat that can transit into this
area, there is sufficient distance between the two piers to allow safe boating. There is a variance request to apply for
relief from the 75-foot setback requirement from the pier to the north that is included in this filing.
Alternatives Analysis (Discussion of Options)
Page 3 of 6
Notice of Intent Thomas and Lisa Dwyer, 160 Mayflower Terrace, South Yarmouth, MA
Option 1- Do nothing
If nothing is done at this site, the applicant would have access to the water over the existing lawn, and down to the
beach where the pier used to be. This is evident in the path which currently exists. They could bring a boat into the
pond and beach it at the site. Even if done temporarily, this would lead to trampling the vegetation from foot traffic,
with the potential damage to shellfish habitat on the beach as well. Environmental damage would result, so therefore
this is not a desired option for the applicant or the environment.
Option 2 — Get a mooring or seasonal float.
No moorings are allowed on Dinah's Pond, therefore a mooring or float, by itself, is not allowed. If allowed, a dinghy
would likely be used, which would likely be stored on the beach or the vegetation (see option 1 above). Therefore,
this is not an option.
Option 3 — Install the pier, ramp, and float in its recent location to the north.
This option would restore the pier in its previous position to the north. This would mean that the pier is closer to the
property line, perhaps within the 25-foot setback required by the State (Chapter 91). While the 25-foot property line
setback is preferential, if the setback can be met, it's better for everyone involved. Further, the pier would be closer
than 25 feet to the pier to the north, potentially creating a navigation hazard. Therefore, placing the pier in its pre-
2014 location would decrease setbacks and make permitting more difficult. Therefore this is not a preferred option.
Option 4 — Install the pier at a location that meets both 75-foot setbacks.
While this option is possible, it puts the pier along the existing concrete seawall, at approximately in the middle of
the existing patio. This is not a desirable location, since if you are on the patio, the pier would be in direct view of
anyone on the patio. Further, the marsh extends a few feet seaward in this location, so the pier would be over more
marsh than it is now. While this is permittable, it is not desired because of the location, and as you go further to the
south, the bottom gets a little shallower. There might not be enough depth to meet the regulations in that location.
Therefore, this is not the desired option.
Option 5 — Preferred Alternative, Project as proposed
The proposed design allows the safe access over the lawn and salt marsh at a proper height to protect the underlying
vegetation and the marsh. The pier is an acceptable method to cross these resources, and it can be extended so that it
meets all of the current local bylaws, with the exception of one setback to the pier to the north. There are no large
boats in this bay, and navigation is not an issue. The pier is designed to meet all the regulations, protect the relevant
resource areas, and provide access to the waterway at a location that has been used since 2014. Overall, it seems to
make sense that if the pier can be approved in its current location (certainly an improvement over the old location), it
is best suited for the environment and the owners. Therefore, the project as proposed meets the objectives of the
applicant and is therefore the preferred option.
Performance Standards
The project proposes the construction of a waterfront structure in several resource areas. The areas affected by the
project include, Land Subject to Coastal Storm Flowage, Salt Marsh, Coastal Beach, Land Containing Shellfish, and
Land Under Ocean. Each resource area is addressed below separately. The project as proposed will not have any
significant adverse effects to the surrounding resource areas.
Land Subject to Coastal Storm Flowage (LSCSF) — LSCSF is considered a resource area under 310 CMR 10, section
10.02 (1) d. The work on the waterfront is still within LSCSF, so it will be treated as such. The work area is therefore
within Land Subject to Coastal Storm Flowage. Although LSCSF is an area that is allowed protection under the
Wetlands Protection Act, there are no performance standards for this area. The work proposed in LSCSF is the work
to install the pier (the upper landing exists now), the ramp and the floats. That work serves to protect the interests of
the LSCSF, and benefit the surrounding resource areas, and will not have any significant adverse impacts, and can be
permitted under 310 CMR 10.05(6)k.
Salt Marsh — The area of salt marsh extends approximately 12 feet from MHW to MLW in the location of the pier,
and varies a little along the shoreline. The vegetation is a little mixed in this area; with the uppermost portions against
the concrete seawall being woody shrubs, grasses, and transitioning to Salt Marsh.
Page 4 of 6
Notice of Intent Thomas and Lisa Dwyer, 160 Mayflower Terrace, South Yarmouth, MA
The proposed pier extends over this resource area, with no piles located in the marsh. The elevation of the pier is set
according to current standards and guidelines to eliminate negative impacts to this resource area. Any potential
impacts during construction would be temporary, and minimized as much as possible utilizing the construction
protocols. Therefore, the project as proposed minimizes the impacts to this resource area to the extent practical, and
can be permitted under 310 CMR 10.32 (5).
Coastal Beach — While there is coastal beach on this site, there is no work proposed on the beach area. This area
might be used for construction access, with any potential negative impacts being temporary. Otherwise, there are no
structures or work proposed for this area. The proposed pier construction is designed in accordance with, and exceeds
all regulatory guidelines for walkways and piers, and therefore will not change the role for the beach in storm damage
prevention, flood control, or protection of wildlife habitat. The pier will also not change the volume or form of the
beach sediments, the ability of the beach to respond to wave action, or the effect for any downdrift beach. The pier,
as designed will have no adverse impacts to the coastal beach, and therefore meets the performance standards for
work on a Coastal Beach. Therefore, as long as the construction protocols are followed the project as proposed can
be permitted under 310 CMR 10.27 (1) through (7).
Land Containing Shellfish — The design of the pier reduces the potential impacts to shellfish for the surrounding area
by reducing the number of piles required, and eliminates repeated disturbance. The project as proposed minimizes
any impacts to this resource. It would be assumed that the permanent posts in this area and the use of the access would
cause much less damage to the shellfish habitat than the active (and legal) practice of shellfishing itself, since the act
of shellfishing repeatedly disturbs beach sediments and the shellfish habitat each time the area is fished. Consequently,
if proper construction protocols are followed, the project can be permitted as proposed without negative impacts to
the shellfish resource. Therefore, the project can be permitted under 310 CMR 10.34 (4) through (8).
Land Under the Ocean — The pier construction, as designed, reduces the potential impacts to the surrounding area.
The piles are permanent and do not require seasonal removal. This allows for a single disturbance to the substrate
during installation and eliminates future impacts due to seasonal installation and removal. The construction protocol
prohibits bottoming of the working barge (if needed) to avoid negative impacts to the bottom substrate. Projects not
included in 310 CMR 10.25(3) which affect land under the ocean shall if water -dependent, be designed and
constructed, using best available measures, so as to minimize adverse effects, and if non -water -dependent, have no
adverse effects, on marine fisheries habitat or wildlife habitat caused by alterations in water circulation, destruction
of eelgrass (Zostera marina) or widgeon grass (Rupia maritina) beds, distribution of grain size, changes in water
quality, including, but not limited to, other than natural fluctuations in the level of dissolved oxygen, temperature or
turbidity, or the addition of pollutants; or alterations of shallow submerged lands with high densities of polychaetes,
mollusks or macrophytic algae. The project, as proposed, has no significant adverse effects, and therefore can be
conducted and permitted to minimize .adverse effects to the listed interests in accordance with 310 CMR 10.25 (6).
Proposed mitigation for potential impacts
The project as proposed offers several measures to mitigate potential negative effects to the surrounding resources.
As stated previously, the increased span between piles and the overall design work together to minimize
environmental and visual impacts to the surrounding resource areas. Access for the project is over the applicant's
property and from a working barge. Refer to the project plan notes and the construction protocol for further mitigation
for potential impacts.
Page 5 of 6
Notice of Intent Thomas and Lisa Dwyer, 160 Mayflower Terrace, South Yarmouth, MA
CONSTRUCTION PROTOCOL
The pier shall be constructed without heavy machinery on the beach or marsh area. The staging area for materials will
be on the applicant's property (upland of MHW), or from a working barge. The existing pier and floats shall be
removed and properly disposed of. The piles shall be mechanically driven in accordance with the project plans and
notes. The work area shall be kept to a minimum. All equipment shall be stored on the applicant's property above the
MHW line or a working barge when not in use. The working barge may only be used during periods of high tide, and
shall not be positioned to ground on the bottom.
Pre -Construction Meeting
Prior to construction, a pre -construction meeting shall be held on -site with the Contractor, Property Owner,
Conservation Commission and/or agent, and the Project Manager (Shorefront Consulting). The purpose of the meeting
is to clearly delineate the limits of work and access, as well as the staging area. The Contractor will describe the
proposed means and methods for performing the work within the requirements of the plans, order of conditions and
construction protocol. The Contractor will comply with mitigation measures as established by the Conservation
Commission.
To be discussed at this meeting:
• Existing property conditions, necessary precautions to be taken by the Contractor;
• Means and methods for construction;
• Necessary post -construction reparations and conditions;
• Procedure for post -construction inspection;
• Shorefront Consulting's responsibilities for inspection and project coordination
During Construction, the site shall be accessible for inspection during reasonable hours by all parties, members of the
conservation commission and their agents, and the Project Manager.
Post -construction meeting
Upon completion of construction, a post -construction meeting shall be held on -site with the Contractor, Property
Owner, Conservation Commission and/or agent, and the Project Manager (Shorefront Consulting). The purpose of
this meeting is to determine that the project has been satisfactorily completed in accordance with all permits, and that
no additional work or mitigation is required by the Contractor.
Restoration of project area
Upon completion of construction, the buffer zone, lawn, driveway, access path, staging areas and any other areas
disturbed by the construction effort shall be returned as much as practical to their pre -construction conditions to the
satisfaction of the property owner and conservation agent. All disturbed vegetated areas shall be re -vegetated with
native vegetation to match pre -construction conditions for the surrounding areas, or as determined during the pre -
construction meeting.
Page 6 of 6
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John Lowell
P. O Box 501
South Dennis, MA 02660
SITE LOCATION: 160 Mayflower Terrace, So. Yarmouth, MA
DATE: March 22, 2021
TIDE: Low, coming
WEATHER: 60 degrees, sunny
SITE CONDITIONS
The site consists of a sloped bank down to a concrete retaining wall to a stretch of marsh grass to
a sandy beach to MLW. The water body does not have a significant tidal flush or a large amount
of vessel traffic or moorings. There is a dock with a float and four steel piles. Ribbed mussels
are abundant in marsh grass.
No eel grass was present on this site.
TECHNIQUE
54 3'X3' sample plots were established and sampled at approx. 10' intervals from MLW to the
80' mark. A standard quahog rake lined with''/2" mesh was used for all sampling plots. There is
a significant shellfish population beyond MLW.
There is a significant ribbed mussel population above MLW. There is a 10' wide sandy beach
with worm holes and sporadic quahogs. A healthy quahog population extends out to 90' from
MLW. At this point the bottom changes from fairly hard to fairly soft "black mayo".
John Lowell
P. O Box 501
South Dennis, MA 02660
March 22, 2021
TO: Conservation Commission
FROM: John Lowell
SUBJECT: Shellfish Survey, 160 MAYFLOWER TERRACE SO. YARMOUTH
SURVEY DATE: MARCH 22 2021
CREDENTIALS AND EXPERIENCE of SURVEYOR:
Shellfishing is the surveyor's full time occupation, and he has been shellfishing on Cape Cod
since 1983
Has held commercial and family licenses since the mid-90's
Aquaculture permit since 2003
Interstate Wholesale Dealer license since 2006
Shellfish Committee member for Town of Dennis since 2004
Shellfish surveys and relays for the Town of Dennis since 2006
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Shorefront
Consulting
III
Shorefront Consulting
Professional Services on Land or At Sea
290 Center St., Dennis Port, MA 02639 www.shorefrontconsulting.com
508-280-8046 shorefrontconsulting@gmail.com
AFFIDAVIT OF SERVICE
Massachusetts Wetlands Protection Act
M.G.L., CH 131, Sec. 40
I, Mark Burgess, of Shorefront Consulting, hereby certify under the pains and penalties of perjury
that on January 6, 2022, I sent notification to abutters, in compliance with the second paragraph of
Massachusetts General Laws, Chapter 131, Section 40, and the Department of Environmental
Protections' Guide to Abutter Notification, dated, April 8, 1994, in connection with the following
matter:
A Notice of Intent was filed under the Massachusetts Wetlands Protection Act and the Yarmouth
Wetlands Protection By-law, by Thomas and Lisa Dwyer with the Yarmouth Conservation
Commission on January 6, 2022 for the property located at 160 Mayflower Terrace, Map 120,
Parcel 12 in Yarmouth, MA. The project is for the proposed reconstruction and extension of an
existing Pier, Ramp, and Float in Dinah's Pond.
The form of notification and a list of the abutters to whom the notice was given and their addresses
are attached to this Affidavit of Service.
Sincerely,
Mark Burgess
Shorefront Consulting
Enclosures: As Stated
cc: Yarmouth Conservation Commission
Thomas and Lisa Dwyer (Applicants)
Shorefront r
Consulting
Im
Shorefront Consulting
Professional Services on Land or At Sea
290 Center St., Dennis Port, MA 02639 www.shorefrontconsulting.com
508-280-8046 shorefrontconsulting@gmail.com
NOTIFICATION TO ABUTTERS UNDER THE
MASSACHUSETTS WETLANDS PROTECTION ACT &
TOWN OF YARMOUTH WETLAND BY-LAW, CHAPTER 143
In accordance with the second paragraph of the Massachusetts General Laws Chapter 131, Section 40, you
are hereby notified of the following:
A. The name of the applicant is: Thomas and Lisa Dwyer
B. The applicants have filed a Notice of Intent with the Yarmouth Conservation Commission, seeking
permission to remove, fill, dredge or alter an Area Subject to Protection under the Wetlands Protection
Act (MGL c. 131 s. 40 & Town of Yarmouth Wetland By -Law, Chapter 143).
C. The address of the lot where the activity is proposed is 160 Mayflower Terrace
D. Proposed work is the reconstruction and extension of an existing pier, ramp and float in Dinah's Pond
E. Copies of the Notice of Intent may be examined at the Yarmouth Town Hall at the Conservation
Commission office between the hours of 9:00 a.m. and 4:00 p.m. Monday thru Friday. For more
information, call (508) 398-2231 ext. 1288.
F. Copies of the Notice of Intent may be obtained from either the applicant or applicant's representative.
Applicant's phone number
Or Applicant's representatives phone number 508-280-8046
G. Information regarding the date, time and place of the public hearing may be obtained by calling the
Yarmouth Conservation Commission office at (508) 398-2231 ext. 1288
H. Person sending this notification (applicant, representative or other)
Name Mark Burgess, Shorefront Consulting
Address 290 Center Street
Town Dennis Port State MA Zip 02639
Telephone 508-280-8046
NOTES:
• Meeting will be held both in person and by remote means; contact the town for login information.
• Notice of the public hearing, including date, time and place will be published at least five (5) days
in advance in the Register.
• Notice of the public hearing, including date, time and place will be posted in the Town Hall not
less than forty-eight hours in advance.
• You may also contact the Southeast Regional Office of the Department of Environmental
Protection at (508) 946-2800 for more information about this application.
120/ 8/
PARKER RONALD III
155 MAYFLOWER TERR
SOUTH YARMOUTH, MA 02664
120/ 9/
DEGIAOMO LUCIA
165 MAYFLOWER TERR,
YARMOUTH PORT, MA 02675
120/ 101
RUDZINSKI NEIL TR
N R NOMINEE TRUST
170 MAYFLOWER TERR
SOUTH YARMOUTH, MA 02664
120/ 11/
FITZGERALD ROBERT M III
FITZGERALD EVELINA ANNE
166 MAYFLOWER TERR,
YARMOUTH PORT, MA 02675
120/ 12/ /
DWYER THOMAS A TRS
DWYER LISA G TRS
1 INTERVALE RD
DEDHAM , MA 02026
120/ 13/
NELSON ROSALIE J
MAJEWSKI MICHAEL
546 AIRLINE RD
S DENNIS, MA 02660
120/ 14/
MACHUNSKI JANET K TRS
KELLY ROBERT E JR & KATHLEEN J T
146 MAYFLOWER TERR
SOUTH YARMOUTH, MA 02664
Please use this signature to certify this list of properties
abutting within 100' of the parcel located at:
160 Mayflower Terr., Yarmouth Port, MA 02675
Assessors Map 120, Lot 12
Andy Ma ado, Director of Assessing
October 18, 2021
Shorefront
r
Shorefront Consulting
Professional Services on Land or At Sea
290 Center St., Dennis Port, MA 02639
508-280-8046
Yarmouth Conservation Commission
Attn: Kelly Grant
1146 Route 28
South Yarmouth, MA 02664-4492
By hand delivery
www.shorefrontconsulting.com
shorefrontconsulting@gmail.com
January 6, 2022
Re: Notice of Intent Application Filine Package: Reauest for Variance from 75-foot Setback:
Proposed Reconstruction and Extension of Existing Pier, Ramp, and Float in Dinah's Pond
Thomas and Lisa Dwyer
160 Mayflower Terrace
South Yarmouth, MA 02664
Map 120, Parcel 12
On behalf of my clients, Thomas and Lisa Dwyer, I am requesting a variance from the 75-foot setback
requirement for Tidal and Estuarine Docks and Piers as stated in the Yarmouth Wetlands Bylaw, Part 2,
paragraph 2.01 (10) (a). The pre-1971 dock was relocated back to its original position (at least where it was in
1971) in 2014, and is now 57.4 feet from the abutting pier to the north, and 112 feet to the southern adjacent
pier. It is not known how long the pier was in the previous location before it was relocated.
The current setback requirement for new docks is 75 feet from adjacent docks and piers. The proposed pier is
relocated about 25 feet farther away from the north dock from where it was for some time. It is assumed that the
Yarmouth regulatory setback is intended to reduce navigation issues from docks being placed too close together.
In this case, especially for Dinah's Pond, it is a "Dead End" pond, with no boat traffic traversing the area other
than by adjacent boat owners.
The variance is being requested to provide relief against the 75-foot setback because locating the pier further to
the south places it in front of the concrete seawall, which is at a different height than the dock. This would require
further modification to the pier or the edge of the concrete seawall. As presented in the project narrative, that
location would not be suitable because of the location of the existing patio that is in the same location as where
the 75-foot setback would place the pier. Since Dinah's Pond is such a limited boating use, with no "through
traffic", and the size of the inlet limits the size of the boats in this embayment, it is not necessary to keep 75-feet
from an adjacent dock; the boats aren't big enough to require that much navigation room. Given the boating
limitations of Dinah's Pond, granting this variance will not cause a hardship to the abutters. Further, the project
was reviewed by the Waterways and Shellfish Advisory Committee on September 8, 2021, and received support
for the proposed project in the existing location.
Therefore, while moving the pier to meet the 75-foot setback requirement is feasible, the existing concrete
seawall makes the option impractical, given the lesser need for such a setback in this location. Therefore, the
applicants are requesting that a variance can be approved for this site with the pier located where it is now.
Please include this request with the NOI that is also being filed for your January 20, 2022 public hearing. If
there are any questions or concerns regarding this request, please contact me as soon as possible.
Sincerely,
Mark Burgess
Shorefront Consulting
cc: Thomas and Lisa Dwyer (Applicants)