HomeMy WebLinkAboutNAE-2008-3660_10-17-23_Yarmouth SP 2nd time around proferred permit (002)ENG FORM 1721, NOV 86 EDITION OF SEP 82 IS OBSOLETE. (33 CFR 325 (Appendix A)) (Proponent CECW-OR)
1
DEPARTMENT OF THE ARMY PERMIT
Permittee Town of Yarmouth
Permit No. NAE-2008-03660
Issuing Office New England District
NOTE: The term "you" and its derivatives, as used in this permit, means the permittee or any
future transferee. The term "this office" refers to the appropriate district or division office of the
Corps of Engineers having jurisdiction over the permitted activity or the appropriate official of
that office acting under the authority of the commanding officer.
You are authorized to perform work in accordance with the terms and conditions specified
below.
Project Description:
The permit authorizes a potential 20,000 cubic yards of sand material from each channel to be
removed by hydraulic and mechanical means and disposed of as beach nourishment on an as
needed basis. Approximately 166,100 cubic yards (CY) of this total will be dredged from all
project areas during the 2023 - 2024 dredging season. The specific maintenance dredging
authorized for each channel is as follows (see Table 1):
Dredging six channels within harbors and waterways in the Town of Yarmouth. Suitable sandy
material from these areas will be used to nourish beaches in the vicinity of each project.
The expected volume of material to be dredged from all project areas over the next 10 years is
approximately 295,800 CY. Of this total, approximately 8,654 CY of this dredged material found
suitable and compatible for beach placement will be used for beach nourishment by placement
below the high tide line. All other dredged materials will be placed on adjacent beaches above
the high tide line if composed of compatible material or in an upland location if the material is not
suitable for beach placement.
All project areas will be hydraulically and /or mechanically dredged to the various permitted
depths plus one foot of allowable overdepth. A summary of the proposed dredge areas, depths,
volumes, and anticipated nourishment sites is presented by project area and waterway in Tables
1 and 2
(REVERSE OF ENG FORM 1721) 2
Table 2. Yarmouth Dredge Sites - Area
Dredge
Site
Name of Dredge Site Area of Dredge Site
(square feet)
20 Pine Island Entrance Channel 101,193
21 Englewood Entrance Channel 60,053
22/23 Englewood Basin and Boat Ramp 64,430
24 Bass River 1,432,455
28 Parker’s River 290,389
33 Mill Creek 46,693
TOTAL 1,995,213
The work is shown on the enclosed plans entitled “Yarmouth Town-Wide Dredging Program” on
eight-seven sheets and dated “November 16, 2021.” A number of revisions were made, thesr o
which were done April 6, 2023..
Project Location:
The proposed work is a comprehensive plan for maintenance dredging the historically sandy
portions of three municipal channels within the Town of Yarmouth: Lewis Bay, Parker River and
the Bass River.
Permit Conditions:
General Conditions:
1. The time limit for completing the work authorized ends on October 17, 2033. If you find that
you need more time to complete the authorized activity, submit your request for a time
extension to this office for consideration at least one month before the above date is reached.
(REVERSE OF ENG FORM 1721) 3
2. You must maintain the activity authorized by this permit in good condition and in
conformance with the terms and conditions of this permit. You are not relieved of this
requirement if you abandon the permitted activity, although you may make a good faith transfer
to a third party in compliance with General Condition 4 below. Should you wish to cease to
maintain the authorized activity, or should you desire to abandon it without a good faith transfer,
you must obtain a modification of this permit from this office, which may require restoration of
the area.
3. If you discover any previously unknown historic or archeological remains while accomplishing
the activity authorized by this permit, you must immediately notify this office of what you have
found. We will initiate the Federal and State coordination required to determine if the remains
warrant a recovery effort or if the site is eligible for listing in the National Register of Historic
Places.
4. If you sell the property associated with this permit, you must obtain the signature of the new
owner in the space provided and forward a copy of the permit to this office to validate the
transfer of this authorization.
5. If a conditioned water quality certification has been issued for your project, you must
comply with the conditions specified in the certification as special conditions to this permit.
For your convenience, a copy of the certification is attached if it contains such conditions.
6. You must allow representatives from this office to inspect the authorized activity at any time
deemed necessary to ensure that it is being or has been accomplished in accordance with the
terms and conditions of your permit.
Special Conditions:
1. The permittee shall ensure that a copy of this permit is at the work site (and the project
office) authorized by this permit whenever work is being performed, and that all personnel with
operational control of the site ensure that all appropriate personnel performing work are fully
aware of its terms and conditions. The entire permit shall be made a part of any and all
contracts and sub-contracts for work that affects areas of Corps jurisdiction at the site of the
work authorized by this permit. This shall be achieved by including the entire permit in the
specifications for work. The term “entire permit” means this permit (including its drawings,
plans, appendices and other attachments) and also includes permit modifications.
2. If the permit is issued after the construction specifications, but before receipt of bids or
quotes, the entire permit shall be included as an addendum to the specifications. If the permit
is issued after receipt of bids or quotes, the entire permit shall be included in the contract or
sub-contract. Although the permittee may assign various aspects of the work to different
contractors or sub-contractors, all contractors and sub-contractors shall be obligated by
contract to comply with all environmental protection provisions contained within the entire
permit, and no contract or sub-contract shall require or allow unauthorized work in areas of
Corps jurisdiction.
3. The permittee shall complete and return the enclosed Work Start Notification Form to this
office at least two weeks before the anticipated starting date.
(REVERSE OF ENG FORM 1721) 4
.
4. The permittee shall complete and return the enclosed Compliance Certification Form to this
office at least within one month following the completion of the authorized work.
5. To protect sensitive life stages of winter flounder, diadromous finfish, and horseshoe crabs, the
following time-of-year (TOY) restrictions for selected dredging and nourishment locations in Table1.
Table 1: An organized list of Time of Year (TOY) restrictions for all proposed dredging and nourishment sites within
Yarmouth, Massachusetts.
* The winter flounder TOY restrictions will not be required when dredging within approach channels
if less than 10,000 cubic yards of material is proposed for removal
6 Dredging activities are prohibited within 100 feet of all eelgrass beds to protect these important
special aquatic sites. Since eelgrass beds are ephemeral, changes to eelgrass distribution that have
occurred since previous dredging events should be identified prior to all dredging activities. The
Town of Yarmouth conduct eelgrass surveys prior to dredging if necessary; surveys should be
conducted within summer months and according to MA DMF Eelgrass Survey Guidelines.
On-site eelgrass surveys should be conducted to verify that the distance from the dredge footprint
and the eelgrass beds is 100 feet or more. Surveys should be provided to dredge operator. No
survey vessels should dock within eelgrass beds. Provide copies of the survey results to the Corps
and the resource agencies.
7. Beach nourishment should maintain a minimum 100-foot buffer between the nourishment footprint
and landward edge of any bordering eelgrass.
8. Beach nourishment equipment (e.g., excavator, delivery/dump truck) should be staged upland of
intertidal habitat to minimize impacts and avoid compaction of sediment in mapped shellfish habitat.
9. To the extent possible, all land-based equipment shall not be refueled on-site. If equipment is
refueled on-site, adequate containment and clean up material should be required to minimize
impacts.
(continued on Page 5)
(REVERSE OF ENG FORM 1721) 5
10. No dredging or disposal from January 15 to May 31, of any year, to protect sensitive life stage
winter flounder. The winter flounder TOY restrictions will not be required when dredging within
approach channels if less than 10,000 cubic yards of material is proposed for removal.
11. No nearshore disposal or beach nourishment activities within 100 ft. of tidal SAV; or 25 ft. of
natural rocky habitats and shellfish habitat.
12. No dredging should produce sedimentation in SAV, natural rocky habitats, or areas containing
shellfish.
13. The First Coast Guard District, Local Notice to Mariners Office, (617) 223-8161, and Aids to
Navigation Office, (617) 223-8358, shall be notified at least ten working days in advance of the
intended start date of the location and estimated duration of the dredging and disposal operations.
1610. The U.S. Coast Guard, Sector Southeastern New England, Waterways Management Division,
(401) 435-2355, shall be notified at least ten working days in advance of the intended start date of
the location and estimated duration of the dredging and disposal operations. An alternate contact is
the Coast Guard Sector Southeastern New England Command Center, Woods Hole, (508) 457-
3211.
14. This authorizes dredging and disposal of dredged material on a beach as shown on the
enclosed plans. Once this authorized dredging and disposal is completed, any future maintenance
dredging will require a new authorization from this office.
15. You must complete and return the enclosed Work Start Notification Form to this office at least
two weeks before the anticipated starting date.
16.`On-site eelgrass surveys should be conducted to verify that the distance from the dredge
footprint and the eelgrass beds is 100 feet or more. Survey should be provided to dredge operator.
No survey vessels should dock within eelgrass beds. Provide survey results to resource agencies.
17. You must complete and return the enclosed Work Start Notification Form to this office at least
two weeks before the anticipated starting date.
18. Disposal of beach fill above the high tide line should be consistent with DEP’s Beach
Nourishment Guide (March 2007). Beach fill material should match the grain size profile of the
receiving beach. The placement must be conducted in a matter to maintain an appropriate slope.
This condition is to avoid premature loss placed material from the beach and impacts from re—
sedimentation of placed materials to the adjacent near shore bottom habitat.
19. The Northeast Region, USFWS, April 15, 1994 document titled, “Guidelines for Managing
Recreational Activities in Piping Plover Breeding Habitat on the U.S. Atlantic Coast to Avoid Take
Under Section 9 of the Endangered Species Act” (“Guidelines”) and the March 9, 2015 document
titled, “Addendum Regarding Timing of Management to protect Unfledged Chicks” (both located at
http://www.fws.gov/northeast/pipingplover/recguide.html)]; shall be in place and implemented for the
proposed onshore dredge disposal and/or any related construction activity (“beach nourishment”)
location prior to, during and after any disposal of dredged material.
2215. The initial and all subsequent beach nourishment/disposal activities authorized herein, unless
otherwise directed by the Corps, shall be placed at no steeper of a slope than 10:1 (10 horizontal to
1 vertical) as shown on the enclosed plans and have no vegetation plantings. This is to create or
restore degraded plover habitat.
(REVERSE OF ENG FORM 1721) 6
20. All beach nourishment/disposal and related construction activities are prohibited on or within 200
meters (656 feet) of suitable piping plover nesting habitat from April 1st to September 1st of any
year. If any disposal or construction activity could unavoidably extend into this restriction period, the
permittee must notify the U.S. Fish and Wildlife Service (USFWS) (see 3d below) at least two weeks
prior and the USFWS may require the following in order to avoid adversely affecting breeding piping
plovers:
21. A qualified, on-site, piping plover monitor: 1 must be under contract before disposal occurs, and
must be in place by April 1st of the year in which disposal is to occur to document location and
activities of breeding plovers and to observe disposal activities relative to plover activities during the
upcoming disposal period. In any calendar year, pre-disposal or related construction activity surveys
shall begin one week prior to April 1st or one week prior to the commencement of any on-site project
activity if the activity starts after April 1st. On at least four non-consecutive days, the piping plover
monitor shall survey the project area (including landing, staging, operation, sand-transport and
beach nourishment areas) for the occurrence of territorial, courting or nesting piping plovers. Each
day’s monitoring shall consist of two separate surveys conducted during different times of the tidal
cycle;
22. Dredge/disposal activities must be located 200 meters (656 feet) or more from piping plover
territories and/or nests;
23. Plovers must be monitored continuously during project activities. Piping plover monitoring field
notes shall be provided to the USFWS upon request. Piping plover monitoring is the process of
observing and recording data on piping plover breeding activities without causing disturbance to the
birds under observation. Monitoring includes, but is not limited to, detecting and recording locations
of territorial and courting adults, locating nests and incubating adults, locating broods, interpreting
piping plover behaviors, and documenting observations in legible, complete field notes. Except to
determine the number of eggs in a newly discovered nest, monitoring is done using binoculars or
spotting scopes from a distance of at least 50 meters (164 feet);
24. If the piping plover monitor determines that piping plovers are disturbed by the activity: (i) all
work shall cease immediately; and (ii) the USFWS shall be notified immediately at (603) 223-2541
x22 for further consultation.
25. A qualified, on-site, piping plover monitor1 must be under contract prior to the commencement of
beach nourishment/disposal. The following management actions, which also may be listed in the
approved Plan or Agreement, must be implemented each year following disposal in perpetuity as
long as the piping plover monitor determines that it remains potentially suitable piping plover nesting
habitat. This is to avoid adverse effects to piping plovers from recreational impacts associated with
the nourished beach:
a. Any suitable piping plover habitat created by work performed under this authorization shall
be managed in accordance with the Northeast Region, USFWS, April 15, 1994 document
titled, “Guidelines for Managing Recreational Activities in Piping Plover Breeding Habitat on
the U.S. Atlantic Coast to Avoid Take Under Section 9 of the Endangered Species Act” and
the March 9, 2015 document titled, “Addendum Regarding Timing of Management to protect
Unfledged Chicks” for managing recreational beaches on which Federally-listed piping plovers
may be present. These documents are enclosed and located at:
http://www.fws.gov/northeast/pipingplover/pdf/recguide.pdf.
b. The disposal area shall be posted with warning signs and/or “symbolic fencing”3 before
April 1 of each year and managed according to the Guidelines.
(REVERSE OF ENG FORM 1721) 7
2821. In the unlikely event a crushed nest or a dead piping plover chick or adult is found, the
permittee is required to immediately contact the Division of Law Enforcement,
USFWS, Office of Law Enforcement, 70 Everett Avenue, Suite 315, Chelsea, MA 02150;
(617) 889-6616.
1.A qualified piping plover monitor is a person who has the skills, knowledge and ability to conduct monitoring.
2. “Potentially suitable piping plover nesting habitat” is habitat that contains natural features associated with known
plover habitat and that could be reasonably expected to be occupied by piping plovers either in the upcoming
nesting season or in the reasonably foreseeable future.
3. Symbolic fencing refers to two strands of light-weight string, tied between posts to delineate at least a 50- meter
(164-foot) radius around nest areas where pedestrians and vehicles should not enter.
26. All dredged materials shall be placed above the High Tide Line on the receiving beaches.
Further Information:
1. Congressional Authorities: You have been authorized to undertake the activity described
above pursuant to:
( x ) Section 10 of the Rivers and Harbors Act of 1899 (33 U.S.C. 403).
( ) Section 14 of the Rivers and Harbors Act of 1899 (33 U.S.C. 408).
( x ) Section 404 of the Clean Water Act (33 U.S.C. 1344).
( ) Section 103 of the Marine Protection, Research and Sanctuaries Act of 1972 (33
U.S.C. 1413).
2. Limits of this authorization.
a. This permit does not obviate the need to obtain other Federal, State, or local
authorizations required by law.
b. This permit does not grant any property rights or exclusive privileges.
c. This permit does not authorize any injury to the property or rights of others.
d, This permit does not authorize interference with any existing or proposed Federal
project.
3. Limits of Federal Liability. In issuing this permit, the Federal Government does not
assume any liability for the following:
a. Damages to the permitted project or uses thereof as a result of other permitted or
unpermitted activities or from natural causes.
b. Damages to the permitted project or uses thereof as a result of current or future activities
undertaken by or on behalf of the United States in the public interest.
c. Damages to persons, property, or to other permitted or unpermitted activities or
structures caused by the activity authorized by this permit.
d. Design or construction deficiencies associated with the permitted work.
e.Damage claims associated with any future modification,suspension,or revocation of this
permit.
4.Reliance on Applicant’s Data:The determination of this office that issuance of this permit is
not contrary to the public interest was made in reliance on the information you provided.
5.Reevaluation of Permit Decision.This office may reevaluate its decision on this permit at
any time the circumstances warrant.Circumstances that could require a reevaluation include,
but are not limited to,the following:
a.You fail to comply with the terms and conditions of this permit.
b.The information provided by you in support of your permit application proves to have
been false,incomplete,or inaccurate (See 4 above).
c.Significant new information surfaces which this office did not consider in reaching the
original public interest decision.
Such a reevaluation may result in a determination that it is appropriate to use the suspension,
modification,and revocation procedures contained in 33 CFR 325.7 or enforcement
procedures such as those contained in 33 CFR 326.4 and 326.5.The referenced
enforcement procedures provide for the issuance of an administrative order requiring you to
comply with the terms and conditions of your permit and for the initiation of legal action where
appropriate.You will be required to pay for any corrective measures ordered by this office,
and if you fail to comply with such directive,this office may in certain situations (such as those
specified in 33 CFR 209.170)accomplish the corrective measures by contract or otherwise
and bill you for the cost.
6.Extensions.General Condition I establishes a time limit for the completion of the activity
authorized by this permit. Unless there are circumstances requiring either a prompt
completion of the authorized activity or a reevaluation of the public interested decision,the
Corps will normally give favorable consideration to a request for an extension of this time limit.
7.This permit also constitutes your approval under Section 14 of the Rivers and Harbors Act
of 1899 (33 U.S.C.408)as it has been determined that the activities authorized do not impair
the usefulness of the USACE Navigation project and are not injurious to the public interest.
See Special Condition [X]above.
Your signature below,as permittee,indicates that you accept and agree to comply with the
terms and conditions of this permi
(~aY~1~~i __~~-ioa
(Permittee —print and sign name)(ate
This permit becomes effective when the Federal official,designated to act for the Secretary of
the Army,has signed below.
(District Engineer)(Date)
(REVERSE OF ENG FORM 1721)
19 Oct 2023
(REVERSE OF ENG FORM 1721) 9
When the structures or work authorized by this permit are still in existence at the time the
property is transferred, the terms and conditions of this permit will continue to be binding on
the new owner(s) of the property. To validate the transfer of this permit and the associated
liabilities associated with compliance with its terms and conditions, have the transferee sign
and date below.
_______________________________________________
(Transferee) (Date)
(REVERSE OF ENG FORM 1721) 10
Special Conditions
6.
8. No nearshore disposal or beach nourishment activities within 25 feet of natural rocky
(Atlantic cod HAPC) habitats.
9. No dredging should produce sedimentation in natural rocky (Atlantic cod HAPC) habitats.
This may be achieved using setbacks of 25 feet from natural rocky habitats.
TOY special conditions
10 No dredging or placement should be performed from January 15 to May 31 to protect
sensitive life stages of winter flounder.
11. No in-water work should be performed from January 15 to June 15
to protect winter flounder, horseshoe crabs, and diadromous fish species.
12.. The First Coast Guard District, Local Notice to Mariners Office, (617) 223-8161, and Aids
to Navigation Office, (617) 223-8358, shall be notified at least ten working days in advance of
the intended start date of the location and estimated duration of the dredging and disposal
operations.
13. The U.S. Coast Guard, Sector Southeastern New England, Waterways Management
Division, (401) 435-2355, shall be notified at least ten working days in advance of the intended
start date of the location and estimated duration of the dredging and disposal operations. An
alternate contact is the Coast Guard Sector Southeastern New England Command Center,
Woods Hole, (508) 457-3211.
14. This authorizes dredging and disposal of dredged material on a beach as shown on the
enclosed plans. Once this authorized dredging and disposal is completed, any future
maintenance dredging will require a new authorization from this office.
15. You must complete and return the enclosed Work Start Notification Form to this office at
least two weeks before the anticipated starting date.
16. Disposal of beach fill above the high tide line should be consistent with DEP’s Beach
Nourishment Guide (March 2007). Beach fill material should match the grain size profile of the
receiving beach. The placement must be conducted in a matter to maintain an appropriate slope.
This condition is to avoid premature loss placed material from the beach and impacts from re—
sedimentation of placed materials to the adjacent near shore bottom habitat.
17. The Northeast Region, USFWS, April 15, 1994 document titled, “Guidelines for Managing
Recreational Activities in Piping Plover Breeding Habitat on the U.S. Atlantic Coast to Avoid
(REVERSE OF ENG FORM 1721) 11
Take Under Section 9 of the Endangered Species Act” (“Guidelines”) and the March 9, 2015
document titled, “Addendum Regarding Timing of Management to protect Unfledged Chicks”
(both located at http://www.fws.gov/northeast/pipingplover/recguide.html)]; shall be in place and
implemented for the proposed onshore dredge disposal and/or any related construction activity
(“beach nourishment”) location prior to, during and after any disposal of dredged material.
18. The initial and all subsequent beach nourishment/disposal activities authorized herein,
unless otherwise directed by the Corps, shall be placed at no steeper of a slope than 10:1 (10
horizontal to 1 vertical) as shown on the enclosed plans and have no vegetation plantings. This
is to create or restore degraded plover habitat.
19. All beach nourishment/disposal and related construction activities are prohibited on or
within 200 meters (656 feet) of suitable piping plover nesting habitat from April 1st to September
1st of any year. If any disposal or construction activity could unavoidably extend into this
restriction period, the permittee must notify the U.S. Fish and Wildlife Service (USFWS) (see 3d
below) at least two weeks prior and the USFWS may require the following in order to avoid
adversely affecting breeding piping plovers:
A qualified, on-site, piping plover monitor1 must be under contract before disposal occurs, and
must be in place by April 1st of the year in which disposal is to occur to document location and
activities of breeding plovers and to observe disposal activities relative to plover activities during
the upcoming disposal period. In any calendar year, pre-disposal or related construction activity
surveys shall begin one week prior to April 1st or one week prior to the commencement of any
on-site project activity if the activity starts after April 1st. On at least four non-consecutive days,
the piping plover monitor shall survey the project area (including landing, staging, operation,
sand-transport and beach nourishment areas) for the occurrence of territorial, courting or
nesting piping plovers. Each day’s monitoring shall consist of two separate surveys conducted
during different times of the tidal cycle;
20. Dredge/disposal activities must be located 200 meters (656 feet) or more from piping
plover territories and/or nests;
21. Plovers must be monitored continuously during project activities. Piping plover
monitoring field notes shall be provided to the USFWS upon request. Piping plover monitoring
is the process of observing and recording data on piping plover breeding activities without
causing disturbance to the birds under observation. Monitoring includes, but is not limited to,
detecting and recording locations of territorial and courting adults, locating nests and incubating
adults, locating broods, interpreting piping plover behaviors, and documenting observations in
legible, complete field notes. Except to determine the number of eggs in a newly discovered
nest, monitoring is done using binoculars or spotting scopes from a distance of at least 50
meters (164 feet);
22 If the piping plover monitor determines that piping plovers are disturbed by the activity: (i)
all work shall cease immediately; and (ii) the USFWS shall be notified immediately at (603) 223-
2541 x22 for further consultation.
23. A qualified, on-site, piping plover monitor1 must be under contract prior to the
commencement of beach nourishment/disposal. The following management actions, which also
may be listed in the approved Plan or Agreement, must be implemented each year following
disposal in perpetuity as long as the piping plover monitor determines that it remains potentially
(REVERSE OF ENG FORM 1721) 12
suitable piping plover nesting habitat2. This is to avoid adverse effects to piping plovers from
recreational impacts associated with the nourished beach:
a. Any suitable piping plover habitat created by work performed under this authorization
shall be managed in accordance with the Northeast Region, USFWS, April 15, 1994 document
titled, “Guidelines for Managing Recreational Activities in Piping Plover Breeding Habitat on the
U.S. Atlantic Coast to Avoid Take Under Section 9 of the Endangered Species Act” and the
March 9, 2015 document titled, “Addendum Regarding Timing of Management to protect
Unfledged Chicks” for managing recreational beaches on which Federally-listed piping plovers
may be present. These documents are enclosed and located at:
http://www.fws.gov/northeast/pipingplover/pdf/recguide.pdf.
b. The disposal area shall be posted with warning signs and/or “symbolic fencing”3 before
April 1 of each year and managed according to the Guidelines.
24. In the unlikely event a crushed nest or a dead piping plover chick or adult is found, the
permittee is required to immediately contact the Division of Law Enforcement, USFWS, Office of
Law Enforcement, 70 Everett Avenue, Suite 315, Chelsea, MA 02150; (617) 889-6616.
1A qualified piping plover monitor is a person who has the skills, knowledge and ability to
conduct monitoring.
2 “Potentially suitable piping plover nesting habitat” is habitat that contains natural features
associated with known plover habitat and that could be reasonably expected to be occupied by
piping plovers either in the upcoming nesting season or in the reasonably foreseeable future.
3 Symbolic fencing refers to two strands of light-weight string, tied between posts to delineate at
least a 50- meter (164-foot) radius around nest areas where pedestrians and vehicles should
not enter.
25. All dredged materials shall be placed above the High Tide Line on the
receiving beaches.
This authorization expires on October 20, 2033. You must commence or be under contract to
commence the work authorized herein by October 20, 2033 and complete the work by October
20, 2034. If not, you must contact this office to determine the need for further authorization
before beginning or continuing the activity. We recommend that you contact us before this
authorization expires to discuss reissuance. Please contact us immediately if you change the
plans or construction methods for work within our jurisdiction. We must approve any changes
before you undertake them.
SITE 14
SITE 2SITE 3 SITE 4
SITE 5
SITE 6
SITE 7
SITE 8SITE 9
SITE 10
SITE 11
SITE 12
SITE 13
SITE 1
SITE 15
SITE 17
SITE 16
SITE 18
SITE 19
SITE 20
SITE 21
SITE 22/23
SITE 24
SITE 25
SITE 26
SITE 27
SITE 28 SITE 29
SITE 30SITE 31
SITE 32
SITE 33 & 34
SITE 35
SITE 36
SITE 37
Consultants
MAJOR CONTOUR
MINOR CONTOUR
MLW
MHW
HTL
PROPERTY LINES
SAMPLE LOCATIONS
DREDGE AREA
Consultants
DREDGE VOLUME AND NUMBER OF SAMPLES BY SITE
SITE #
20
21
22/23
24
28
33
PINE ISLAND
ENTRANCE CHANNEL
ENGLEWOOD
ENTRANCE CHANNEL
ENGLEWOOD BASIN
AND BOAT RAMP
BASS RIVER CHANNEL
AND MOORING BASIN
PARKERS RIVER
MILL CREEK
TOTAL VOLUME
SITE NAME PROPOSED
VOLUME (CY)
SAMPLE
NUMBERS
2,200 2
300 2
1,000 2
152,000 15
8,000 6
2,600 2
166,100 29
DISPOSAL VOLUME BY BEACH NOURISHMENT SITE
SITE #
1
2
3
4
5
6
BASS HOLE - GRAY'S BEACH
SITE NAME PROPOSED VOLUME (CY)
500
7
8
9
10
11
12
13
14
15
16
17
18
19
25
26
27
29
30
31
32
34
35
36
37
BAY ROAD 490
BAYVIEW STREET 660
BAXTER AVENUE 950
BERRY AVENUE 65
COLUMBUS AVENUE 540
CROSBY STREET 200
GLENWOOD STREET 396
GROVE STREET 425
HOMER AVENUE 200
MALFA AVENUE 120
NEW HAMPSHIRE AVENUE 50
RIVER STREET 24
SHORE WHARF CREEK BEACH 1,285
AKIN AVENUE TOWN LANDING 305
VERMONT AVENUE 275
VERNON STREET 115
WINDMILL PARK 315
WILBUR PARK 325
WEST DENNIS BEACH 22,500
SOUTH MIDDLE BEACH 5,800
BASS RIVER BEACH 18,417
SEAVIEW BEACH 5,000
PARKERS RIVER BEACH 3,000
SEAGULL BEACH DUNE 6,700
THATCHERS BEACH 3,000
COLONIAL ACRES BEACH 29,200
DENNIS POND 550
LITTLE SANDY POND 200
WING GROVE PARK 507
TOTAL 102,114
LEGEND
SAMPLE LOCATIONS
SAMPLE #NORTHING EASTING
PIC-01
PIC-02
EC-01
EC-02
EB-01
EB-02
BRC-01
BRC-02
BRC-03
BRC-04
BRC-05
BRC-06
BRC-07
BRC-08
BRC-09
BRC-10
BRC-11
BRC-12
BRC-13
SC-01
SC-02
PRC-01
PRC-02
PRC-03
PRC-04
BRC-05
BRC-06
MCC-01
MCC-02
2693704.61
2693251.86
2695080.12
2695270.51
2696254.89
2696038.96
2697772.91
2698718.60
2699445.81
2700998.01
2701825.15
2702395.82
2702939.29
2704694.56
2705477.22
2706512.36
2707267.48
2700834.02
2701030.09
2693844.20
2694978.48
2695161.07
2695448.98
2695626.53
2695755.17
2698338.10
2698684.18
997207.30
997397.89
998175.97
998594.97
998705.16
998782.90
1012546.68
1012450.29
1012324.58
1012303.29
1012629.81
1013383.02
1014125.23
1015084.16
1015488.18
1016019.77
1016511.58
1017383.19
1013061.75
1013480.22
1006380.89
1005817.59
1005719.61
1005605.52
1005665.21
1005710.55
995640.19
995706.36
2702523.33 1014479.39
2704419.85
5
10
15
150'±
BEACH NOURISHMENT AREA
(125 cu.yds.)
(3,600 sq.ft.)
MHW
HTL
0
SCALE:
100 200
1" = 100'
Consultants
E
B
B
F
LOOD
NOTE: MLW NOT SHOWN
MHW +9.68
100'±
BEACH
DUNE
HTL +11.30
10 1
NOT TO SCALE
Consultants
PROPOSED BEACH NOURISHMENT AREA
BEACH NOURISHMENT AREA
490 cu.yds.
3,210 sq.ft.
5
10
5HE
D
G
E
R
O
W
LEWIS BAY
M
L
W
MLW
M
H
W
H
T
L
M
H
W
H
T
L
C
O
A
S
T
A
L
B
A
N
K
CO
A
S
T
A
L
B
A
N
K
0
SCALE:
50 100
1" = 50'
Consultants EBBFLOOD
NOURISHMENT BELOW HTL
NOURISHMENT ABOVE HTL
MLW (0.0)
MHW (3.4)
EL.+10.0101
HTL (4.1)
NOT TO SCALE
HEDGE ROW
PROPOSED BEACH NOURISHMENT AREA
Consultants
5
5
7
5BAYVIEW STREETWINDMILL LANE
MLW
MHW
HTL
ML
W
MHW
HTL
BEACH NOURISHMENT AREA
660 cu.yds.
302 sq.ft.
BEACH NOURISHMENT AREA
9,655 sq.ft.
DUNE
0
SCALE:
60 120
1" = 60'
EBB
FLOO
D
Consultants
NOURISHMENT BELOW HTL
NOURISHMENT ABOVE HTL
MLW (0.0)
MHW (3.4)
HTL (4.1)
50 1EL.+5.0
3 1
BAYVIEW STREET
NOT TO SCALE
PROPOSED BEACH NOURISHMENT AREA
Consultants
8 BAXTER AVENUEMLW
MHW
HTL
MLW
MHW
HTL
LEWIS BAY
-5-5-5BEACH NOURISHMENT AREA
950 cu.yds.
1,660 sq.ft.
DUNE
DUNE
116
-2.9 MLLW
0
SCALE:
100 200
1" = 100'
EBB
FLOOD
Consultants
NOURISHMENT BELOW HTL
NOURISHMENT ABOVE HTL
MLW (0.0)
MHW (+3.4)
EL.+5.5 10
1
BAXTER AVENUE
PROPOSED BEACH NOURISHMENT AREA
HTL (+4.1)
NOT TO SCALE
Consultants
BEACH NOURISHMENT AREA
65 cu.yds.
1,171 sq.ft.-152NEW HAMPSHIRE AVENUEBERRY AVENUELEWIS BAY
MLWMHWHTL MLW
MHW
HTL
0
SCALE:
50 100
1" = 50'
EB
B
FL
O
O
D
Consultants
NOURISHMENT BELOW HTL
NOURISHMENT ABOVE HTL
MLW (0.0)
MHW (+3.4)
EL.+4.0 10
1
BERRY STREET
PROPOSED BEACH NOURISHMENT AREA
HTL (+4.1)
NOT TO SCALE
Consultants
BEACH NOURISHMENT AREA
540 cu.yds.
2,000 sq.ft.
-2
-1
0
1
2
3
5
6
7 COLUMBUS AVENUES
H
O
R
E
A
V
E
N
U
E
LEWIS BAY
MLWMHWHT
LMHWHT
L
MLWDUNE
0
SCALE:
50 100
1" = 50'
Consultants
EBB
FLOOD
NOURISHMENT BELOW HTL
NOURISHMENT ABOVE HTL
MLW (0.0)
MHW (+3.4)
EL.+8.5 10
1
PROPOSED BEACH NOURISHMENT AREA
COLUMBUS AVE
HTL (+4.1)
NOT TO SCALE
Consultants
-215
13CROSBY STREETBASS RIVERBEACH NOURISHMENT AREA
200 cu.yds.
1,330 sq.ft.
0
SCALE:
50 100
1" = 50'
Consultants MLWMLWHTLHTL
HTLMHWMHW
MHW
EBB
FLOO
D
DUNE
TOP OF COASTAL BANKNOURISHMENT BELOW HTL
NOURISHMENT ABOVE HTL
MLW (0.0)
MHW (+3.4)
EL.+7.5
10
1
PROPOSED BEACH NOURISHMENT AREA
CROSBY STREET
HTL (+4.1)
NOT TO SCALE
Consultants
GLENWOOD STREETMHWHT
L
M
L
W
MHW
MLW
HTL
SAL
T
M
A
R
S
H
0
SCALE:
50 100
1" = 50'
BEACH NOURISHMENT AREA
517 sq.ft.
396 cu.yds.
Consultants
EBB
FLOOD
NOURISHMENT BELOW HTL
NOURISHMENT ABOVE HTL
MLW (0.0)
MHW (+3.4)
EL.5.0
10
1
PROPOSED BEACH NOURISHMENT AREA
GLENWOOD STREET
HTL (+4.1)
NOT TO SCALE
Consultants
5
10
10 1535
5
VERNON STREETPA
R
K
A
V
E
N
U
E
GROVE STREETMHWHT
L
M
L
W MHWHT
L
0
SCALE:
60 120
1" = 60'
BEACH NOURISHMENT AREA
1,120 sq.ft.
425 cu.yds.
Consultants
EBB
FLOOD
MLW (0.0)
MHW (+3.4)
EL.5.0
10
1
PROPOSED BEACH NOURISHMENT AREA
GROVE STREET
HTL (+4.1)
NOT TO SCALE
Consultants
-5-4
-3-2
-1HOMER AVENUE
BASS RI
V
E
R
MLW
MHW
HTL
BEACH NOURISHMENT AREA
200 cu.yds.
1,300 sq.ft.
0
SCALE:
50 100
1" = 50'
Consultants
EBB
FLOO
D NOURISHMENT BELOW HTL
NOURISHMENT ABOVE HTL
MLW (0.0)
MHW (+3.4)
EL.5.0
10
1
PROPOSED BEACH NOURISHMENT AREA
HTL (+4.1)
NOT TO SCALE
Consultants
8
8
105
10
WATER STREETWH
A
R
F
L
A
N
E
0
SCALE:
100 200
1" = 100'
RENOURISHMENT AREA
4,440 sq.ft.
100 cu.ft.
Consultants
MHW (+9.68)
EL.11.3
10
PROPOSED BEACH NOURISHMENT AREA
1
EXISTING BEACH
HTL (+11.3)
NOT TO SCALE
Consultants
-7-6-5-4-3-2-1135
PLEASANT STREETTO
W
N
L
A
N
D
I
N
G
A
V
E
N
U
E
BASS RIVERMLWMHWHTLBEACH NOURISHMENT AREA
1708 sq.ft.
305 cu.yds.2DUNE
DUNE
0
SCALE:
100 200
1" = 100'
Consultants EBBFLOODNOURISHMENT BELOW HTL
NOURISHMENT ABOVE HTL
EL.7.0 10
PROPOSED BEACH NOURISHMENT AREA
1
MLW (0.0)
MHW (+2.8)
HTL (+3.6)
AKIN AVENUE TOWN LANDING
NOT TO SCALE
Consultants
-25 7VERMONT AVENUES
H
O
R
E
R
O
A
D
BEACH NOURISHMENT AREA
665 sq.ft.
275 cu.yds.
MH
W
HT
L
M
L
WMHWH
T
L
DUNE
0
SCALE:
50 100
1" = 50'
Consultants
EBB
FLOOD
NOURISHMENT BELOW HTL
NOURISHMENT ABOVE HTL
EL.4.5 10
PROPOSED BEACH NOURISHMENT AREA
1
MLW (0.0)
MHW (+3.4)
HTL (+4.1)
VERMONT AVENUE
NOT TO SCALE
Consultants
5
10
10 1510
5535
5
VERNON STREETPA
R
K
A
V
E
N
U
E
PA
R
K
A
V
E
N
U
E
STONE ROADGROVE STREETMALFA ROADML
W
MHW
HTL
0
SCALE:
100 200
1" = 100'
BEACH NOURISHMENT AREA
796 sq.ft.
75 cu.yds.
Consultants
EBB
FLOOD
DUNE
NOURISHMENT BELOW HTL
NOURISHMENT ABOVE HTL
EL.5.0
10
PROPOSED BEACH NOURISHMENT AREA
1
MLW (0.0)
MHW (+3.4)
HTL (+4.1)
VERNON STREET
NOT TO SCALE
Consultants
-6-5-4-3-2-1114BEACH NOURISHMENT AREA
1,036 sq.ft.
315 cu.yds.
WILLOW STREET
RIVER STREETBASS RIVERMLW
MLW
MHWHTL
MHWHTL COASTAL BANK0
SCALE:
60 120
1" = 60'
Consultants
EBB
FLOO
D
NOURISHMENT BELOW HTL
NOURISHMENT ABOVE HTL
EL.9.0
10
PROPOSED BEACH NOURISHMENT AREA
1
MLW (0.0)
MHW (+2.8)
WINDMILL PARK
HTL (+3.6)
NOT TO SCALE
Consultants
-4-3-2-1
15
10HIGHBANK R
O
A
D
B
A
S
S
R
I
V
E
R
MLW
MHW
HTL MLWMHWH
T
L
BEACH NOURISHMENT AREA
7,687 sq.ft.
325 cu.yds.
0
SCALE:
100 200
1" = 100'
Consultants EBBFLOOD
EL.5.0
10
PROPOSED BEACH NOURISHMENT AREA
1
MLW (0.0)
MHW (+3.4)
HTL (+4.1)
WILBUR PARK
NOT TO SCALE
Consultants
-2-4-3-1
105
51062 233
233434
5
6
10PINE ISLAND
PINE ISLAND CREEK
LEWIS BAY
MHW
MHW
M
H
W
MLW
MLW
-10
-10
-10
-5
-10-10-1
0
PIC-02
PIC-01
N: 2693998.00
E: 997126.00
N: 2693975.00
E: 997071.00
N: 2693045.00
E: 997524.00
N: 2692999.00
E: 997478.00
N: 2692989.00
E: 997491.00
N: 2692965.00
E: 998152.00
N: 2692905.00
E: 998144.00
PINE ISLAND CHANNEL LIMIT
EXISTING JETTY
0
SCALE:
200 400
1" = 200'
Consultants EBBF
LOOD
MLW (0.0)
MHW (+3.4)
3
1
60' WIDE CHANNEL
OVERDREDGE LIMIT
EL. -7.0
DREDGE LIMIT
EL. -6.0
HTL (+4.1)
NOT TO SCALE
DREDGE VOLUMES
TO DREDGE LIMIT (EL.-6.0) = 2,200 cu.yds.
TO OVERDREDGE LIMIT (EL.-7.0) = 3,700 cu.yds.
Consultants
-2-3-4-5
-6
-5
-4
-3
-2
-9
-
8
-7 -
6
-5
-
5-4-3-4EC-01EC-02N: 2694940.52E: 997969.25N: 2695082.43E: 998429.01N: 2695357.11E: 998883.46N: 2695442.69E: 998831.74N: 2695174.37E: 998387.79N: 2695036.08E: 997939.75ENGLEWOOD ENTRANCE CHANNEL LIMITAREA OF DREDGING0SCALE:2004001" = 200'LEWIS BAYEBBFLOODConsultants
MLW (0.0)
MHW (+3.4)
3
1
100' WIDE CHANNEL
OVERDREDGE LIMIT
EL. -7.0
DREDGE LIMIT
EL. -6.0
HTL (+4.1)
NOT TO SCALE
DREDGE VOLUMES
TO DREDGE LIMIT (EL.-6.0) = 300 cu.yds.
TO OVERDREDGE LIMIT (EL.-7.0) = 1,700 cu.yds.
Consultants
-3-2-152-5-6-76
7
52
EB-01
EB-02
N: 2696129.02
E: 998955.77
N: 2696254.81
E: 998915.41
N: 2696277.52
E: 998869.11
N: 2696258.00
E: 998825.00
N: 2696324.51
E: 998643.27
N: 2696290.45
E: 998617.56
N: 2696061.78
E: 998925.61
N: 2695934.63
E: 998782.05
N: 2695934.33
E: 998741.89
N: 2696051.74
E: 998752.11
N: 2696231.86
E: 998695.72
0
SCALE:
200 400
1" = 200'
AREA OF DREDGING
6,600 cu.yds.
DEWATERING BASINS
NEW HAMPSHIRE AVEBERRY AVEMLW
MLW
MLW
LEWIS BAY
EBB
FLOOD
Consultants
MHW
HTL
MLW (0.0)
EL. +2.1
EL. 7.5
1
2
TEMPORARY 8' BERM
EXCAVATE AREA TO FROM BERMS
PARKING AREA TO REMAIN
NEW
HAMPSHIRE
AVE 125'±x 190'±
MLW (0.0)
EL. +2.1
MHW (3.4)
PROPOSED GRADE
EL. 7.5
TEMPORARY 6' BERM
EXCAVATE AREA
TO FROM BERMS
EXISTING MARINA WALKWAY WITH
CONCRETE RETAINING WALL
PROPOSED GRADE
1
2
EXISTING BOAT RAMP HTL (4.1)
MHW (3.4)
HTL (4.1)
NOT TO SCALE
A
44 NOT TO SCALE
DEWATERING BASIN #1
B
44 NOT TO SCALE
DEWATERING BASIN #2
Consultants
1
15
MLW (0.0)
OVERDREDGE LIMIT
EL. -7.0
DREDGE LIMIT
EL. -6.0
EXISTING BOAT RAMP
NOT TO SCALE
DREDGE VOLUMES
TO DREDGE LIMIT (EL.-6.0) = 1,000 cu.yds.
TO OVERDREDGE LIMIT (EL.-7.0) = 4,500 cu.yds.
Consultants
AABBCCDDEEFFGGHH0102030405060708ENTRANCE CHANNELSPUR CHANNELMOORING BASIN 4MOORING BASIN 3Consultants0750' 1500' 3000'SCALE: 1" = 1500'NANTUCKET SOUND160-5.72 MLLW161-5.52 MLLW162-5.51 MLLW164-5.11 MLLW178-5.36 MLLW177-5.77 MLLW177-5.77 MLLW169-5.13 MLLW168-5.23 MLLW167-6.05 MLLW166-6.06 MLLW
N: 2694013.89E: 1012713.13LAT41°37'58.77"LONG70°11'44.63"N: 2694019.79E: 1012812.93LAT41°37'58.81"LONG70°11'43.32"AAAA166-6.06 MLLW0SCALE:2004001" = 200'EBBFLOODConsultants
N: 2697164.02E: 1012631.77LAT41°38'29.90"LONG70°11'45.07"N: 2697158.19E: 1012531.94LAT41°38'29.86"LONG70°11'46.38"ABABAAAA167-6.05 MLLW168-5.23 MLLW169-5.13 MLLW0SCALE:2004001" = 200'EBBFLOODConsultants
AA-6-5
-4
-3
-1
-4-3-2-1MLW
HTLMHW
N: 2697164.02E: 1012631.77LAT41°38'29.90"LONG70°11'45.07"N: 2697158.19E: 1012531.94LAT41°38'29.86"LONG70°11'46.38"N: 2698403.48E: 1012559.34LAT41°38'42.15"LONG70°11'45.77"N: 2698391.68E: 1012459.86LAT41°38'42.05"LONG70°11'47.08"BASS RIVER CHANNELEXISTING JETTYEXISTINGBOAT RAMPBASS RIVERNANTUCKET SOUNDABAB169-5.13 MLLW177-5.77 MLLW178-5.36 MLLW0SCALE:2004001" = 200'EBBFLOODConsultants
AABB-5-4
-4-1
-2
-3
-4
-5
-6
-7
-5
-4
-3-2-2
MLWHTLMHWMLW
MLWBASS RIVER CHANNELBASS RIVER0SCALE:2004001" = 200'ConsultantsEBBFLOOD
BBCC-1-2
-3
-4
-5
-5
-4-3
-1
HH-
1
-2 MHWMHWMLWHTL
MLWML
W
MLW0102030405060708N: 2700436.15E: 1012092.68LAT41°39'02.30"LONG70°11'51.51"N: 2700393.48E: 1012201.95LAT41°39'01.86"LONG70°11'50.08"N: 2701554.26E: 1012502.02LAT41°39'13.29"LONG70°11'45.89"N: 2700509.55E: 1012216.42LAT41°39'03.00"LONG70°11'49.87"N: 2701598.78E: 1012410.52LAT41°39'13.74"LONG70°11'47.09"2702011.30E: 1012841.51LAT41°39'17.75"LONG70°11'41.33"SPUR CHANNELSPUR CHANNEL
BASS
R
I
V
E
R
BASS RIVER CHANNELEELGRASS TRANSECTS (TYP.)LIMITS OF EELGRASS (2020 SURVEY)0SCALE:2004001" = 200'EB
B
FL
O
O
DConsultants
CCDD2
21
-1
-2-3
-4
-4 -3 -2
-1
MHWHTL
MLWMLW270
1
5
5
4
.
2
6
101
2
5
0
2
.
0
2
41
°
3
9
'
1
3
.
2
9
"
70
°
1
1
'
4
5
.
8
9
"N: 2702086.36E: 1012772.69LAT41°39'18.50"LONG70°11'42.22"N: 2702011.30E: 1012841.51LAT41°39'17.75"LONG70°11'41.33"N: 2702723.50E: 1013806.72LAT41°39'24.64"LONG70°11'28.47"N: 2702643.48E: 1013867.48LAT41°39'23.84"LONG70°11'27.69"BASS RIVER CHANNELBASS RIVER
BA
S
S
R
I
V
E
R
C
H
A
N
N
E
L
EE
L
G
R
A
S
S
T
R
A
N
S
E
C
T
S
(
T
Y
P
.
)
LIM
I
T
S
O
F
E
E
L
G
R
A
S
S
(
2
0
2
0
S
U
R
V
E
Y
)
164
-5.1
1
M
L
L
W
0SCALE:2004001" = 200'EBBFLOODConsultants
DDEE-5-4
-3
-2
-1
-4-3-2-1MHWHTLMLW MLWN: 2702723.50E: 1013806.72LAT41°39'24.64"LONG70°11'28.47"N: 2702643.48E: 1013867.48LAT41°39'23.84"LONG70°11'27.69"N: 2703184.92E: 1014305.34LAT41°39'29.12"LONG70°11'21.81"N: 2703125.93E: 1014388.83LAT41°39'28.53"LONG70°11'20.72"41°39'39.93"70°11'15.35"BASS RIVER CHANNELBASS RIVER0SCALE:2004001" = 200'EBBFLOODConsultants
EEFF-6-5-4 -3-2
-1DESCRIPTION EL. 0.0MHWHTL
MLW
MLWN: 2704286.20E: 1014778.67LAT41°39'39.93"LONG70°11'15.35"N: 2704219.87E: 1014859.01LAT41°39'39.26"LONG70°11'14.31"N: 2704904.88E: 1015690.16LAT41°39'45.90"LONG70°11'03.22"N: 2704837.44E: 1015768.86LAT41°39'45.22"LONG70°11'02.20"BASS RIVER CHANNELBASS RIVER0SCALE:2004001" = 200'EBBFLOODConsultants
U
N
I
O
N
S
T
R
E
E
T
BASS RIVERFFGGDESCRIPTION EL. 0.0-5
MHW
HTLMLWMLWN: 2706906.66E: 1016638.76LAT41°40'05.53"LONG70°10'50.32"BASS RIVER CHANNELBASS RIVERN: 2706835.18E: 1016715.55LAT41°40'04.81"LONG70°10'49.32"F160
-5.7
2
M
L
L
W
161
-5.5
2
M
L
L
W
162
-5.5
1
M
L
L
W0SCALE:2004001" = 200'EBBFLOODConsultants
GG-5
-4
-3
-2 -1
-1
-2
-3
MLWMHWHTLBASS RIVER
N: 2706835.18E: 1016715.55LAT41°40'04.81"LONG70°10'49.32"N: 2707342.77E: 1017411.02LAT41°40'09.72"LONG70°10'40.05"N: 2707255.69E: 1017460.19LAT41°40'08.85"LONG70°10'39.42"BASS RIVER CHANNEL0SCALE:2004001" = 200'EBB
FLOOD
Consultants
2HH-2
-2
MHWMLWMHWHTLMLWHTL N: 2702011.30E: 1012841.51LAT41°39'17.75"LONG70°11'41.33"BASS RIVER CHANNELSPUR CHANNELBASS RIVER CHANNELEELGRASS TRANSECTS (TYP.)LIMITS OF EELGRASS (2020 SURVEY)N: 2701066.70E: 1013704.19LAT41°39'08.29"LONG70°11'30.16"N: 2701157.96E: 1013663.29LAT41°39'09.19"LONG70°11'21.81"0SCALE:2004001" = 200'EBBFLOODConsultants
1
3
MLW (0.0)
OVERDREDGE LIMIT
EL. -7.0
DREDGE LIMIT
EL. -6.0
100' CHANNEL
0
SCALE:
20 40
1" = 20'
DREDGE VOLUMES
TO DREDGE LIMIT (EL.-6.0) = 73,300 cu.yds.
TO OVERDREDGE LIMIT (EL.-7.0) = 49,600 cu.yds.
Consultants
0
SCALE:
400 800
1" = 400'
BEACH NOURISHMENT AREA
119,337 sq.ft.
22,500 cu.yds
WEST DEN
N
I
S
B
E
A
C
H
Consultants EBBFLOOD
MLW (0.0)
MHW (+3.4)
10
EXISTING BEACH
PROPOSED NOURISHMENT
HTL (+4.0)
1
NOT TO SCALE
Consultants
SOUTH M
I
D
D
L
E
B
E
A
C
H
0
SCALE:
100 200
1" = 100'
Consultants EBBFLOOD
DEWATERING BASINS AND BEACH NOURISHMENT
34,991 sq.ft.
5,800 cu.yds.
NOURISHMENT BELOW HTL
NOURISHMENT ABOVE HTL
DUNEDUNE
DUNE
MLW (0.0)
MHW (+3.4)
HTL (+4.1)
3
1
TEMPORARY 10' BERM
DEWATERING BASIN
NOT TO SCALE
Consultants
-4-5-6BASS RIVER BE
A
C
H BASS RIVER
-11010 101115
MLW
MHW
HTL MLWMHW
HTL
01020304
0
SCALE:
200 400
1" = 200'
BEACH NOURISHMENT AREA
161,742 sq.ft.
18,417 cu.yds.
Consultants EBBFLOOD NOURISHMENT BELOW HTL
NOURISHMENT ABOVE HTL
DUNE
MLW (0.0)
MHW (+3.4)
3
EXISTING BEACH
HTL (+4.1)
1
EL.14.0EL.14.0
EDGE OF STILLING
BASIN ABOVE MHW
PROPOSED STILLING
BASING TO HOLD
750± CU.YDS.
WIDTH VARIES
MHW (+3.4)
HTL (+4.1)
EL.+10.0
10 1
NOT TO SCALE
Consultants
BEACH NOURISHMENT SECTION
DEWATERING BASIN SECTION
ML
W
MHW
HTL
MLWSEAGULL BEACHPARKER'S RIVER CHANNEL0SCALE:4008001" = 400'NANTUCKET SOUNDConsultantsEBBFLOOD173-5.53 MLLW172-5.90 MLLW174-5.13 MLLW171-5.60 MLLW170-5.80 MLLW180-3.62 MLLW179-4.38 MLLW
AAN: 2694080.91E: 1006223.40N: 2694107.66E: 1006277.11N: 2693633.67E: 1006451.51N: 2693665.27E: 1006502.74171-5.60 MLLW172-5.90 MLLW173-5.53 MLLW174-5.13 MLLWPARKER'S RIVER CHANNEL0SCALE:1002001" = 100'EBBFLOODConsultants
BAAB25689
107
N: 2694573.61E: 1006039.46N: 2694541.55E: 1005988.46PARKER'S RIVER CHANNEL0SCALE:1002001" = 100'ConsultantsEBBFLOOD
BB82
5
5
2 2102
2
12710M
L
W
MHW
HTL
MLWN: 2695383.50E: 1005626.40N: 2695375.27E: 1005564.51N: 2695545.14E: 1005589.85N: 2695528.61E: 1005648.04N: 2695793.09E: 1005761.65N: 2695816.77E: 1005706.52179-4.38 MLLW180-3.62 MLLWPARKER'S RIVER CHANNEL0SCALE:1002001" = 100'EBBFLOODConsultants
MLW (0.0)
1
3
OVERDREDGE LIMIT
EL. -7.0
DREDGE LIMIT
EL. -6.0
60' CHANNEL
NOT TO SCALE
Consultants
120'±SEAVIEW BEA
CH
EXISTING GROIN
EXISTING GROIN
REVETMENT
BEACH NOURISHMENT AREA
25,680 sq.ft.
5,000 cu.yds.
0
SCALE:
100 200
1" = 100'
Consultants
MLWMHWHTL EBBFLOODNOURISHMENT BELOW HTL
NOURISHMENT ABOVE HTL
MLW (0.0)
MHW (+2.8)
10
PROPOSED NOURISHMENT
HTL (+3.6)1
20'
REVETMENT
REVETMENT TOE
EL.+6.0
NOT TO SCALE
Consultants
SOUTH S
H
O
RE DRIVEPARKER'S
RIVE
R BEAC
H
MLW
MHW
HTL
01
02
03
EXISTING GROIN
REVETMENT
BEACH NOURISHMENT AREA
50,253 sq.ft.
3,000 cu.yds.
0
SCALE:
100 200
1" = 100'
Consultants EBBFLOODNOURISHMENT BELOW HTL
NOURISHMENT ABOVE HTL
MLW (0.0)
MHW (+2.8)
10
PROPOSED NOURISHMENT
HTL (+3.6)
1
90'±
REVETMENT
TOE OF REVETMENT
EL.6.0
NOT TO SCALE
Consultants
522
5
689
1072
10
7
10
BEACH NOURISHMENT AREA
112,274 sq.ft.
6,700 cu.yds.
SEAGULL BEA
C
H
DUNE
DUNE
PROPOSED DEWATERING BASIN
0
SCALE:
200 400
1" = 200'
Consultants
MLW
MHWHTL
EBBFLOODNOURISHMENT BELOW HTL
NOURISHMENT ABOVE HTL
2
1 TEMPORARY SAND BERM
EXISTING GRADE
EXCAVATED AREA TO FROM BERM
NOT TO SCALE
Consultants
SOUTH S
H
O
RE
D
RIVE
MLW
MHWHTL MLW
MHWHTL
123510101110
7
125BEACH NOURISHMENT AREA
13,937 sq.ft.
3,000 cu.yds.THATC
HE
R BEA
C
H
DUNE
0
SCALE:
100 200
1" = 100'
Consultants
NOURISHMENT BELOW HTL
NOURISHMENT ABOVE HTL
MLW (0.0)
MHW (+2.8)
10
PROPOSED NOURISHMENT
HTL (+3.6)
1
NOT TO SCALE
Consultants
8
MLW
MHW
HTL
ML
W
MH
W
HTL
-5-5-5-5-5-5
0
SCALE:
200 400
1" = 200'
Consultants EBBFLOODAPPROX. DREDGING LIMITS
APPROX. CHANNEL LIMIT
117
-3.9 MLLW
116
-2.9 MLLW
1
3
OVERDREDGE LIMIT
EL. -4.0
DREDGE LIMIT
EL. -3.0
50' CHANNEL
MLW EL.0.0
NOT TO SCALE
Consultants
8
-5-5-5-5-5-5
0
SCALE:
200 400
1" = 200'
Consultants EBBFLOODDEWATERING BASIN AND
BEACH NOURISHMENT AREA
36,217 sq.ft.
29,200 cu.yds
450'±
120'±
75'±
COLONIAL ACRES BEACH
NOURISHMENT BELOW HTL
NOURISHMENT ABOVE HTL
DUNE
MLW (0.0)
MHW (+3.4)
HTL (+4.1)
3
1
TEMPORARY 10' BERM
DEWATERING BASIN
NOT TO SCALE
Consultants
30SUMMER STREETDENNIS POND
RAILROAD
2
7
BEACH NOURISHMENT AREA
6,075 sq.ft.
444 cu.yds.
O
H
W
0
SCALE:
100 200
1" = 100'
Consultants
1
10
OHW EL. +25
SUMMER STREET
NOT TO SCALE
Consultants
23
28
13
LITTLE SANDY POND
24
69.13 AC
TOWN OF YARMOUTH
SANDY POND RECREATION AREA
BEACH NOURISHMENT AREA
1,913 sq.ft.
80 cu.yds.
0
SCALE:
100 200
1" = 100'
Consultants
1
10
OHW EL. +10
EL. +20
NOT TO SCALE
Consultants
BEACH NOURISHMENT AREA
7,393 sq.ft.
507 cu.yds.
MEMORIAL DRIVE
0
SCALE:
100 200
1" = 100'
Consultants
NOURISHMENT BELOW HTL
NOURISHMENT ABOVE HTL
1
10
OHW EL. 0
EL. +20.0
NOT TO SCALE
Consultants
MALFA ROADMHWHTL
MH
W
HT
L
M
L
W
MHW
HTL
MLW
SAL
T
M
A
R
S
H
0
SCALE:
50 100
1" = 50'
BEACH NOURISHMENT AREA
1,207 sq.ft.
120 cu.yds.
Consultants
EBB
FLOOD
NOURISHMENT BELOW HTL
NOURISHMENT ABOVE HTL
MLW (0.0)
MHW (+3.4)
EL.5.5
10
1
PROPOSED BEACH NOURISHMENT AREA
MALFA ROAD
HTL (+4.1)
NOT TO SCALE
Consultants
1
6
7
5
2 NEW HAMPSHIRE AVENUEMH
W
HT
L
M
L
W BEACH NOURISHMENT AREA
467 sq.ft.
50 cu.yds.
0
SCALE:
50 100
1" = 50'
Consultants
EBB
FLOOD
NOURISHMENT BELOW HTL
NOURISHMENT ABOVE HTL
MLW (0.0)
MHW (+3.4)EL.3.0
10
PROPOSED BEACH NOURISHMENT AREA
HEW HAMPSHIRE AVE
1
EL.2.0
HTL (+4.1)
NOT TO SCALE
Consultants
-7-6-5-4-3-2-1RIVER STR
E
E
T RIVER STREETBASS RIVERMLWMHWHTLBEACH NOURISHMENT AREA
430 sq.ft.
24 cu.yds.
0
SCALE:
50 100
1" = 50'
Consultants EBBFLOOD
EL.8.0
10
PROPOSED BEACH NOURISHMENT AREA
1
MLW (0.0)
MHW (+2.8)
HTL (+3.6)
NOT TO SCALE
Consultants