COLLINS COVE PIER & FLOAT ,LL/KJ.S Co
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No, 155L
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JAN 3 0 1990
REQUEST FOR REVIEW COMMENTS IMTV Az► SALEM
HEALTH DEPT
SPECIAL PERMIT
DATE: j�ell:�C:i ?.
TO: ( ) BUILDING INSPECTOR ( ) CONSERVATION COMMISSION
( ) TY ENGINEER ( ) Other:
( ARD OF HEALTH
Attached please find the application referenced below. The Planning Board re-
quests that you review this application relative to Section VII of of the
-Zoning Ordinance. We would appreciate- your--completing the form-below and
returning it to us. Notice of the public`heari .g for this application will
be forwarded to you. .
O/
WETLANDS AND FLOOD HAZARD DISTRICTS ( ) SITE PLAN REVIEW
( ) CLUSTER DEVELOPMENT ( ) BUSINESS PARK DEVELOPMENT DISTRICT
( )
PLANNED UNIT DEVELOPMENT
APPLICANT: ( ) ��- ._ l,)(:r _.)xX-P7 ( ✓/J( ,M//f/GC/y'� 5
L!7,
PROJECT NAME & ADDRESS: �I (�i���If'/7 / �E�� �' Rat
32 Lb,;c
CONTACT PERSONS AND PHONE: / ^7 l ,�)3-*��
Applicant: �/CITY: (E'� -=;NOZz
COMMENTS DUE BY: (/( /
(Failure to comment within 35 days shall be deemd lack of opposition.)
`/'I. Concur with proposal (Explain on reverse side)
( ) Need more information (Explain on reverse side)
( ) Cannot concur with proposal (Explain on reverse side)
( ) Comments included
C.H.O. HEALTH AGENT FEBRUARY 14 1990
REVIEWER'S SIGNATURE TITLE DATE
i
At the Board of Health meeting held on February 13, 1990, a motion was made and
passed to conditionally approve the Special Permit, Wetlands and Flood Hazard
Districts, for a Wooden Pier and Float to be constructed at Collins Cove, in the
City of Salem. The applicant is required to submit in writing to the Health
Department, compliance to the following Board of Health recommendations:
1 . Acquire all necessary Federal, State and Local Permits required
by Law.
IA. The design proposal concur with the City Engineering Department relative
to surface runoff and drainage (i.e. excavation) and utility service if
necessary.
2. Employ an acceptable method for removal of all construction debris and
any unacceptable excavation material from the site during construction.
3. Employ an acceptable method or means for the holding and disposal of
trash after site development , containers shall not be located on .pier
or float.
4. Measures be taken to assure that air pollution due to odors and noise
does not occur during and after site construction. Due to City Ordinance on noise,
construction will be conducted between the hours of 8 a.m and 5 p.m. ,
Monday thru Friday.
5. Employ an acceptable method for dust and street cleaning control during
site construction and submit a copy of the method utilized to the Health
and Planning departments in writing.
6. Prior to site start-up and also during site construction, employ a licensed
pest control firm for site evaluation and service with a copy of the service
invoice sent to the Health and Planning Departments.
7. All backfilling be done in accordance with good engineering practices to
prevent future damage to all underground utilities. Only acceptable
backfill materials are to be used.
8. If there is discharge of any sanitary waste (sewage) provide means for
proper disposal , i .e. boats/vessels at dock.
9. Measurers be taken to assure that there is no storage of materials,
no fuel or water on pier or float after construction.
If you have any questions, please contact this office at (508) 741-1800.
Very truly yours,
FOR THE BOARD OF HEALTH
Robert E. Blenkhorn, C.H.O.
Health Agent
REB/BAS
Tittt Of tt1em, gU06ar4U6 t6 Mat 13 d 2.3
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(one �$tt1em (gratt
DECISION
Wetlands and Flood Hazard District
Special Permit
Collins Cove Condominium Association UU
c/o John Tangusso
37 Settlers Way MAR 13 1990
Salem, MA 01970
CITY, OF SALEM
RE : Collins Cove Condominium Association Pier
HEALTH DEPT:
1 . Conformance with Plan
Work shall conform to plan entitled "Collins Cove Condominium
Trust Proposed Pier a Float, prepared by Defalco Engineering,
Inc . " , dated September 14 , 1989, revised February 7, 1990 .
2 . Conservation Commission
Work shall comply with all requirements of the Salem
Conservation Commission Order of Conditions #64-185.
3 . Board of Health
work shall comply with all requirements of the Board of
Health approval dated February 13, 1990 .
4 . Easement
The Collins Cove Condominium Association shall grant to the
City of Salem an easement from the end of the public access
on the southerly side of the shore, across the pier, to end
on the northerly side of the shore.
5 . Construction Practices
All construction shall be carried out in accordance with the
following conditions :
a . No work shall commence before 8 : 00a.m. on weekdays
and Saturdays . No work shall continue beyond
5: 00p .m. There shall be no work conducted on
Sundays or holidays .
b. All reasonable action shall be taken to minimize the
negative effects of construction on abutters .
Advance notice shall be provided to all abutters in
writing at least 72 hours prior to commencement of
construction.
6 . Posting of Approval and Conditions
Applicant shall post all Planning Board Approvals and
Conditions in a visible location on the site for the duration
of construction .
7 . Violations
i
Violations of any conditions shall result in revocation of
this permit by the Planning Board.
This Special Permit shall not take effect until a copy of
the decision bearing certification of the City Clerk that
twenty days have elapsed and no appeal has been filed or
that if such appeal has been filed and it has been dismissed
or denied, is recorded in the Essex County Registry of Deeds
and is indexed in the grantor index under the name of the
owner of record or is recorded and noted on the owner 's
certificate of title. The fee for recording or registering
shall be paid by the owner or applicant .
I hereby certifiy that a copy of this decision and plans are
on file with the City Clerk and a copy is on file with the
Planning Board.
JS�in�cere7lyyl,
(/V 1���� VG�
Walter B. Power, III
Chairman
D424
MAR 1 3 1990
QTY OF SALEM_
HEALTH DEPT'
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7
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CITY OF SALEM HEALTH DEPARTMENT
BOARD OF HEALTH
Salem, Massachusetts 01970
ROBERT E. BLENKHORN 9 NORTH STREET
HEALTH AGENT
(617) 741-1800
February 14, 1990
Collins Cove Salem Condominimu Trust
37 Settlers Way
Salem, MA 01970
ATTN: John S. Tangusso, Trustee
RE: Construction of Wooden Pier and Float
Dear Mr. Tangusso:
At the Board of Health meeting held on February 13, 1990, a motion was made and
passed to conditionally approve the Special Permit, Wetlands and Flood Hazard
Districts, for a Wooden Pier and Float to be constructed at Collins Cove, in the
City of Salem. The applicant is required to submit in writing to the Health
Department, compliance to the following Board of Health recommendations:
1 . Acquire all necessary Federal, State and Local Permits required
by Law.
IA. The design proposal concur with the City Engineering Department relative
to surface runoff and drainage (i.e. excavation) and utility service if
necessary.
2. Employ an acceptable method for removal of all construction debris and
any unacceptable excavation material from the site during construction.
3. Employ an acceptable method or means for the holding and disposal of
trash after site development, containers shall not be located on .pier
or float.
4 . Measures be taken to assure that air pollution due to odors and noise
does not occur during and after site construction. Due to City Ordinance on noise,
construction will be conducted between the hours of 8 a.m and 5 p.m. ,
Monday thru Friday.
5. Employ an acceptable method for dust and street cleaning control during
site construction and submit a copy of the method utilized to the Health
and Planning departments in writing.
6. Prior to site start-up and also during site construction, employ a licensed
pest control firm for site evaluation and service with a copy of the service
invoice sent to the Health and Planning Departments.
4°r, SALEM HEALTH DEPARTMENT
` 9 North Street
Salem, MA 01970
COLLINS COVE
FEBRUARY 14, 1990
PAGE 2
7. All backfilling be done in accordance with good engineering practices to
prevent future damage to all underground utilities. Only acceptable
backfill materials are to be used.
8. If there is discharge of any sanitary waste (sewage) provide means for
proper disposal, i.e. boats/vessels at dock.
9. Measurers be taken to assure that there is no storage of materials ,
no fuel or water on pier or float after construction.
If you have any questions, please contact this office at (508) 741-1800.
Very truly yours,
FOR THE BOARD OF HEALTH
Robert E. Blenkhorn, C.H.O.
Health Agent
REB/BAS
cc: Beth Debski, Planning Department, One Salem Green, Salem, MA 01970
,CON�
,e/�Itttutittlg Y�� O
��QIMMt One_'.,*Iem (great '.:.�., :
JAN. 3 0 1990
REQUEST FOR REVIEW COMMENTS
_ .. .._ HEALTH DEPT...._
SPECIAL PERMIT..
i
DATE:. ,�L� ��l.Ci!'! (� /•)i ��i�./���
31
TO: ' ( ) BUILDING INSPECTOR (,
), :CONSERVATION,:CONIDIISSION`.
( ) gTTY ENGINEER C ) Other:
( BOARD OF HEALTH
Attached please find the application referenced below. TY:e 'Planning Board re
quests that .you review this application relative to Section VII of of the .,;
» - �Zoning�0rbinance; We wool"d appseciats tpga'thh� tv
o� {T,� "
�reu;niP�g�itFzto us. .NotiC �'1the>, ubri a a', gsMzblSpp?� i
} •`"fOlSia�'dedY'tbYoII� ,.9ryG N
( LJ WBTLANDS AND FLOODfBAZARD.DZSTRICTS ( ) 'SITE .PLAN REVIEbi
(
CLUSTER:DEyEIAPMENT 4_5
P ( ) ;BDSINE$$ PARK D$VELOPNENT:DISTRICT
( ). PLANNED UNIT DEVELOPMENT .
APPLICANT
_ /� •�-�_
PROJECT NAME 6 ADDRESS: �(;C/��/r�i7 •�/t�� /GY( G
:�7 .Siff/rrs (C�2c
CONTACT PERSONS AND PHONE: ,
Applicant: T)/117 /..217 ' CITY: l�j�7')L�i3 .�7(O
COMMENTS DUE BY: /f 1f�!_ ll�( / A 290
0
(Failure to comment within 35 days shall be deemd lack of opposition.)
( ) Concur with proposal (Explain on reverse side)
Need more information (Explain on reverse side)
( ) Cannot concur with proposal (Explain on reverse side)
( ) Comments included
•
C.H.O. HEALTH AGENT JANUARY 31 . 1990\IM
VIEWER'S SIGNATU TITLE DATE /
xe�e SALEM HEALTH DEPARTMENT
9 North Street
Salem, MA 01970
TANGUSSO
JAN. 31 , 1990
PAGE 2
The following are the Board of Health recommended comments for the Special Permit
(Wetlands and Flood Hazard Districts) for Collins Cove Salem Condominium Trust,
Construction of Wooden Pier and Float:
1 . Acquire all necessary Federal, State and Local Permits required by Law.
IA. The design proposal concur with the City Engineering Department relative
to surface runoff and drainage (i.e. excavation) and utility service if
necessary.
2. Employ an acceptable method for removal of" allconstruction debris and
any unacceptable excagatson-'material :from the .Site during construction.
3. Employ an acceptable method or means for the holding and disposal of
trash after site development with a copy of this method sent to the
Health and Planning Departments in writing.
4. Measures be taken to assure that air pollution due to odors and noise
does not occur during and after site construction.
5. Employ an acceptable method for dust and street cleaning control during
site construction and submit a copy of the method utilized to the Health
and Planning Departments in writing.
6. Prior to site start-up and also during site construction, employ a licensed
pest control firm for site evaluation and service with a copy of the service
program sent to the Health and Planning Departments.
7. All backfilling be done in accordance with good engineering practices to
prevent future damage to all underground utilities. , Only acceptable back-
fill materials are to be used.
8. If there is discahrge of any sanitary waste (sewage) provide means for
proper disposal, i.e. boats/vessels at .dock.
FOR THE BOARD OF HEALTH
Robert E. Blenkhorn, C.H.O.
Health Agent
REB/BAS
y
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i
a �
7u �y
CITY OF SALEM HEALTH DEPARTMENT
BOARD OF HEALTH
Salem, Massachusetts 01970
ROBERT E. BLENKHORN 9 NORTH STREET
HEALTH AGENT
(617) 741-1800
January 31 , 1990
Mr. John S. Tangusso
15 Court Street
Suite 730
Boston, MA 02108
Dear Mr. Tangusso:
The Special Permit request for the construction of a wooden pier and float at
Colling Cove Salem, 37 Settlers Way, will be discussed at the next Board of
Health meeting to be held Tuesday, February 13, 1990 at the Bowditch House,
9 North Street, 2nd floor at 7:30 P.M.
The Board respectfully requests that you or a representative be present at this
meeting for discussion.
If you have any questions, please contact this office at (508) 741-1800.
Very truly yours,
FOR THE BOARD OF HEALTH
'� je. &'
Robert E. Blenkhorn, C.H.O.
Health Agent
REB/BAS
cc: Beth Debski, Planning Department, One Salem Green, Salem, MA 01970
SALEM HEALTH DEPARTMENT
9 North Street
Salem, MA 01970
TANGUSSO
JAN. 31 , 1990
PAGE 2
The following are the Board of Health recommended comments for the Special Permit
(Wetlands and Flood Hazard Districts) for Collins Cove Salem Condominium Trust,
Construction of Wooden Pier and Float:
I . Acquire all necessary Federal, State and Local Permits required by Law.
]A. The design proposal concur with the City Engineering Department relative
to surface runoff and drainage (i.e. excavation) and utility service if
necessary.
2. Employ an acceptable method for removal of all construction debris and
any unacceptable excavation material from the site during construction.
3. Employ an acceptable method or means for the holding and disposal of
trash after site development with a copy of this method sent to the
Health and Planning Departments in writing.
4. Measures be taken to assure that air pollution due to odors and noise
does not occur during and after site construction.
5. Employ an acceptable method for dust and street cleaning control during
site construction and submit a copy of the method utilized to the Health
and Planning Departments in writing.
6. Prior to site start-up and also during site construction, employ a licensed
pest control firm for site evaluation and service with a .copy of the service
program sent to the Health and Planning Departments.
7. All backfilling be done in accordance with good engineering Practices to
prevent future damage to all underground utilities. Only acceptable back-
fill materials are to be used.
8. If there is discahrge of any sanitary waste (sewage) provide means for
proper disposal, i.e. boats/vessels at dock.
FOR THE BOARD OF HEALTH
, d'. te
Robert E. Blenkhorn, C.H.O. _
Health Agent
REB/BAS
i :.
DEPARTMENT OF ENVIRONMENTAL QUALITY ENGINEERING '
DIVISION OF WETLANDS AND WATERWAYS REGULATION
CHAPTER 91 WATERWAYS REGULATION PROGRAM
APPLICATION FORM 1
WATERWAYS FILE NUMBER DATE RECEIVED (DEQE USE ONLY
NAME OF APPLICANT rOT.T.TNS rnVR SAT.rM rnMnnMTNTT1M T8f1$T
ADDRESS 47 RF.TTT.F.RS WAY MUNICIPALITY SALEM
STATE MASS. ZIP CODE 01970 COUNTY ESSEX
PROJECT DESCRIPTION 40 ' TIMBER PIER TO BE CONSTRUCTED AS AN EXTENSION
TO AN EXISTING STONE BULKHEAD AND TO INCLUDE A 35 ' GANGWAY CONNECTING
TO A 15" X 25 ' TIMBER FLOAT.
PROPOSED USE: WATER DEPENDENT X NON-WATER DEPENDENT
DESCRIPTION OF USE SO THAT RESIDENTS OF THE 36 UNIT COLLINS COVE COND. '
COMPLEX CAN ACCESS WATERCRAFT MOORED IN THE ADJACENT WATERS.
BODY OF WATER COLLINS COVE SALEM, MASSACHUSETTS
[ X ] TIDAL WATERS [ ] RIVER/STREAM [ ] GREAT POND [ ] FILLED TIDELANDS
(please check one or more of the above)
PROPERTY OWNER COLLINS COVE SALEM PROPERTY ADDRESS 37 RF.TTT.R.RR WAV
CONDOMINIUM TRUST
MUNICIPALITY SALEM. `MASS.COUNTY F3RF.X
APPLICANT'S REPRESENTATIVE JOHN S. TANGUSSO
ADDRESS 15 COURT SO. SUITE 730 MUNICIPALITY nnRTnN `
STATE MASSACHUSETTS ZIP CODE 02108 TELEPHONE (r17) a7a_�677
I HEREBY CERTIFY UNDER THE PAINS AND PENALTIES OF PERJURY THAT ALL INFORMATION
PROVIDED IN THIS APPLICA ION AND ITS PLANS IS TRUE AND ACCURATE.
SIGNATURE OF APPLICANT L'^ <�,T gift DATE
SIGNATURE OF REPRESENTATIVE �\ DATE
PLEASE TYPE OR PRINT ALL INFORMATION
310 CMR 10.99
Form 3 i
dyK.oy„x� DEP Fde No.
Commonwealth 3r fro ar PM-000 by DEP)
06e
o! Massachusetts
CiryTown Salem
t
Collins Cove Salem
,SAN 199 Notice of Intent Condominium Trust
Under the
` '` Massachusetts Wetlands Protection Act G.L. c. 131 40
�ax.�rx Derr , §
and
Application for a Department of the Army Permit
Part 1:General Information
1. Location: Street Address 41 MPmprial nriva,, Sa1em,_MA 01970
LotNumoerMap 42, Parcel 006
2. Project: Type Pier & Float Description 40 ' timber pier to be constructed
as an extension to existing stone bulkhead and to include a 35 '
gangway connecting to a 15 ' x 25 ' timber float with styrofoam
flotation.
3. Registry: County Essex Current Book 9961 &Page 166
Certificate (If Registered Land) Not applicable
4. Applicant Cpl 1 i n-q CoySalem Condominium Trust Tel. 617- -3622
Address 37 Settlers Way, Salem, MA 01970
5. Property Owner Same Tel.
Address
5. Representative John S Tar awn+ Trustee Tel. 617-523-3622
Address 17 Settlers Way, Salem, MA 01970
7. a. Have the Conservation Commission and the Depanments Regional Office eacn been sent, by certified
mail or hand delivery, 2 copies of completed Notice of Intent, with supporting pians and documents?
Yes X No W
b. Has the fee been submitted? M Yes C No
c. Total Filing Fee Submitted $Q0 nn
d. C4fTown Share of Filing Fee $112 . 50 State Share of Filing Fee S87 .50
(sent to CitvlTown) (Vx of fee in excess of $25, sent to DEP)
e. Is a brief statement an,acned indicating how the applicant calculated the fee? X Yes C No
Effective 11Y10189
Addendum to Notice of Intent Under the
Massachusetts Wetlands Protection Act, G.L. c. 131, sec . 40
and Application for a Department of the Army Permit
Applicant: Collins Cove Salem Condominium Trust
7d. The applicant determined the fee in accordance with the
regulations of the Executive Office for Administration & Finance,
801 CMR 4 . 02 (310 ) and the Wetlands Protection Act 310 CMR 10 . 03
(7 ) (c) Category 5 . The fee was calculated at the rate of $2 . 00
per foot (Category 5 ) multiplied times the entire length of the
proposed pier and float. The components are as follows :
Timber Pier 40 feet
Gangway 35 feet
Float 15 x 25 feet
AT-feet x $2 . 00 = $200 . 00
8. Have all obtainable permits. variances and approvals required by local by-law been obtained?
Yes - No X
Obtained: Applied For: Not Applied For:
Army Corps of Engineers
D .E .P. Wetlands File #
D. E. P. Waterways Lic. (pending final order—of con.
r ions from onservation
Commission)
9. Is any portion of the site subject to a Wetlands Restriction Order pursuant to G.L. c. 131, §40A or G.L.
c. 130. §1057 Yes - No 7
10. List all plans and supporting documents submitted with this Notice of Intent.
Identifying
Number.,Letter Title. Date
A Carr Dee Corp. – Subsurface Investigation 7/29/89
B DeFalco E_neIn – Vicinity Map, Plan Viaw
&& LLllevattioll1 9/19/89
C Robert E. Anderson Inc . – As Built Plan 9/16/87
D Essex Survey Service , Inc . – Plan of Land 5/1/85
1 1 .Check those resource areas within which work is proposed:
(a) �{ Buller Zone
(b)Inland:
C. Bank' Land Subject to Flooding.
Bordering Vegetated Welland' O Bordering
C Land Under Water Body &Waterway' ❑ Isolated
(c)Coastal:
-' Land Under the OceanO Designated Port Area
Coastal Beach' C Coastal Dune
Barrier Beach 0 Coastal Bank
Rocky Intertidal Shore' C Salt Marsh'
- Land Under Sall Pond' ILand Containing Shellfish'
- Fish Run'
Likely to involve U.S. Army Corps of Engineers concurrent jurisdiction. See General Instructions for
Completing Notice of Intent.
3.2
vv •
is wetland resource area to be altered by the proposed work located on the most recent
. ".imated Habitat Map (if any) of rare. "state-listed" vertebrate and invertebrate animal species
-ccurrences provided to the conservation commission by the Natural Heritage and Endangered
Species Program?
YES [ J NO [X J Date printed on the Estimated Habitat Map issued
NO MAP AVAILABLE [ J (it any)
If yes, have you completed an Appendix A and a Notice of Intent and filed them, along with
supporting documentation with the Natural Heritage and Endangered Species Program by
certified mail or hand delivery, so that the Program shall have received Appendix A prior to the
filing of this Notice of Intent?
YES [ ] NO [ J
3-3
Part II:Sits Description
Indicate which of the following information has been provided (on a plan, in narrative description or calcula-
tions)to clearly,completely and accurately describe existing site conditions.
Identifying
Number/Letter
(of plan,narrative
or calculations)
Natural Features:
A Soils
Vegetation
B, C. .D Topography ;
B. D Open water bodies(including ponds and takes)
Flowing water bodies(including streams and rivers)
Public and private surface water and ground water supplies on or within 100 feet of site
Maximum annual ground wafer elevations with dates and location of test
Boundaries of resource areas checked under Part i,item 1 t above
Other
Man-made Features:
B, C, D Structures (such as buildings, piers, towers and headwalls)
Drainage and flood control facilities at the site and immediately off the site, including
culverts and open channels (with inverts), dams and dikes
C Subsurface sewage disposal systems
C Underground utilities
C Roadways and parking areas
B, C, D Property boundaries. easements and rights-of-way
D Other Filled Land
Port 111:Work Description
Indicate which of the following information has been provided (on a plan, in narrative description or calcula•
(tons)to clearly.completely and accurately describe work proposed within each of the resource areas
checked to Part I, item 1 1 above.
Identifying
NumberiLetter
(of plan,narrative
or calculations)
Planview and Cross Section of:
A Structures(such as buildings, piers, towers and headwalls)
Drainage and flood control facilities, including culverts and open channels(with inverts).
dams and dikes
Subsurface sewage disposal systems 8 underground utilities
Filling,dredging and excavating, indicating volume and composition of material
Compensatory storage areas,where required in accordance with Part III,Section 10:57
(4)of the regulations
Wildlife habitat restoration or replication areas
Other,
Point Source Discharge
Description of characteristics of discharge from point source (both closed and open
channel),when point of discharge fails within resource area checked under Part I, item
5 1 above,as supported by standard engineering calculations, data and plans,including
but not limited to the following:
1. Delineation of the drainage area contributing to the point of discharge;
2. Pre-and post-development peak run-off from the drainage area, at the point of discharge, for at least the
10-year and 100-year frequency storm;
3. Pre-and post-development rate of infiltration contributing to the resource area checked under Part 1, item
11 above;
4. Estimated water quality characteristics of pre-and post-development runoH at the point of discharge.
Part IV: Mitigating Measures
1. Clearly, completely and accurately describe, with reference to supporting plans and calculations where
necessary:
(a) All measures and designs proposed to meet the performance standards set forth under each re-
source area specified in Part 11 or Part III of the regulations: or
(b) why the presumptions set forth under each resource area specified in Part II or Part III of the regula-
tions do not apply,
g. coastal Resource Area Typeloentdying pumper or letter
Inland of support documents
The proposed pier and float project will not B, C, D
alter the topography of the land under the ocean.
There will be no increase in storm damage or
erosion of coastal beaches , coastal banks,
coastal dunes or salt marshes .
X coastal Resource Area Type: Identifying number or letter
Inland of support documents
All of the presumptions set forth in Part II and B
III of 310 CMR 10 . 00 do apply; however, the pro-
posed project involves no dredging , removing or
filling of land under the ocean. The pier and
float will require the placement of 12 timber pil s
but they will not affect water circulation, dis-
tribution of sediment grain size, water quality,
fin fish habitat or important food for wildlife .
3.5
coastal nesouroe Area Type: Identifying number or letter
Inland of support documents
2. Clearly. completely and accurately describe, with reference to supporting plans and calculations where
necessary:
(a) all measures and designs to regulate work within the Butter Zone so as to ensure that said work
does not alter an area specified in Part 1, Section 10.42(1) (a) of these regulations.or
(b) it work in the Buffer Zone will alter such an area,all measures and designs proposed to meet the
performance standards established for the adjacent resource area specified in Part 11 or
Part [if of these regulations.
X Ctlaslai Resource Area Type Bordered By I00-Foot Discrenonary,Zone: Identifying number or letter
Inland
of sUoporl tlocUmenlS
The 100 foot set back to the resource area encotn- B, C, D
passes the existing earth filled pier and stone
bulkt)ead which sliall be used for loading and
. staging . There shall be no alteration of the
Buffer Zone and the work incident to the proposed
pier and float will not affect the land under
water. There will be no dredging , filling or re-
moving of land in the Buffer zone. Water circula
tion , distribution of sediment grain size , water
quality, fir) fish habitat and food for wildlife
will not be affected by any of Life work required
by the proposed pier and float .
3.6
Part V:Additional Information for a Department of the Army Permit
1. COEApplication No. 23-89-2333C 2. Collins Cove Salem. MA
(to be provided by COE) (Name of waterway)
3. Names and addresses of property owners adjoining your property:
1) John & Victoria Zujewski, 45 Memorial Drive , Salem, MA 01970
2) City of Salem, c/o City Hall , 93 Washington St . , Salem, MA 01970
4. Document other project alternatives (i.e., other locations and/or construction methods. particularly those
that would eliminate the discharge of dredged or fill material into waters or wetlands).
5. 8'h" x 11 " drawings in planview and cross-section, showing the resource area and the proposed actly•
ity within the resource area. Drawings must be to scale and should be clear enough for photocopying.
Certification is required from the Division of Water Pollution Control before the Federal permit can be
issued.Certification may be obtained by contacting the Division of Water Pollution Control, l Winter Street,
Boston, Massachusetts 02108.
Where the activity will take place within the area under the Massachusetts approved Coastal Zone
Management Program,the applicant certifies that his proposed activity complies with and will be conducted
in a manner that is consistent with the approved program.
Information provided will be used in evaluating the application for a permit and is made a matter of public
record through Issuance of a public notice.Disclosure of this information isvoluntary,however,if necessary
information is not provided, the application cannot be processed nor can a permit be issued.
I hereby certify under the pains and penalties of perjury that the foregoing Notice of Intent and accompanying
plans.documents and supporting data are We and cgmpleI , to the best of my knowledge.
Coll;(js e. SrJe 1 �, ��— ag —1l
Signatur nl
of pplicaDate
S . j i � - as - 91
Signatur Applicant's Representa We John S . Tangusso,Trus . Date
FORM "Gr to CNC Far. 016 •ppn.rl by HQUSACC. 6 M., 1962',
NED 100 (TEST) ,
1 MAY 82 .T.io document na,., . Fria Dnauw of the Ar. Stated 11unnw
p •.J tlr r10 •pphnl,sn
(Or . peal to able,. p.r.naan to p.rforne activities in Udlri Stan •aur.. The Oflvr
of N... ...at anti B.S,et IONat ba •..rival tb... .... rroorri by ler US Arm., Cara
Or Gtn re n. ONB Na.b.e 0102.0031 o.i r.ortau. lar of 20 Mpu.b.r 1117 sp.br('. Tbn
ITlle.r.l will 6,. ..t t. S point Syr,.
37
.,� �osto�L - ✓1 o�t/zeast �io�z
JAN 3 0 1990 6-1t 00,7WWnWea"
DEOE
/ �/ / 11 NOW IS
Daniel S. Greenbaum CITY OF SALEM q'�Oyja w, / ssa.GZ!ldC S, 01d 01 THE 0" "TYENT OF
ENVppNYEHTAL//IOrErnON
Commissioner HEALTH DEPT'
617/935-2160
DATE: December 19, 1939 RE: NOTIFICATION OF FILE NUMBER: 64-185
WETLANDS/ Salem
(city/town)
This Department is in receipt of the following application filed in accordance
with the Wetlands Protection Act (M. G. L. Chapter 131, Section 40) :
Trust
APPLICANT: Collins Cove Salem Condominium OWNER OF LAND: Same
ADDRESS: 37 Settlers Wav ADDRESS:
Salem, MA 01970
PROJECT LOCATION: 41 Memorial Drive, Salem, Map 42, Parcel 006
Althoughafile n is being issued, the possible following deficiency (ies)
in the filing have been noted:
No File n will be assigned to this project until the following missing informa-
tion is sent to this office to complete the filing in accordance with the Act:
( ) Notice of Intent ( ) Locus Map ( ) Plans
( DTitle 5 Plan ( )Appendix A Documentation
COMMENTS:
( x) Application has been forwarded to the Waterways Licensing Program to -deter-
mine if a Chapter 91 License is required.
( ) Applicant is advised to forward a copy of the Notice of Intent to the Army
f E^ ;neer f^ Sec i rev: 1 1-660-362-4367 f furl
Cops o s 0 w (Calor her
information
( ) Project may require a Water Quality Certificate. Applicant is advised to
contact the DEQE Division of Water Pollution Control ( 1 Winter St. , Boston,
MA, 02108 ; tel : (617) 292-5673) for forms and further information.
ISSUANCE OF A FILE NUMBER INDICATES ONLY COMPLETENESS OF FILING SUBMITTED, NOT
APPROVAL OF APPLICATION .
cc: (vj Conservation Commission
Copies also sent to:
DEQE Division of Water Pollution Control
U. S .Army Corps of Engineers , Regulatory Branch
City or Town Board of Health
Office of Coastal Zone Management
Representative
For the Commissione
Section Ch1eI
1,00 Dec%'C!ed oo`e'
N EXHIBIT A
�r
Since 1951
CARR-DEE CORP.
Complete Soil Investigation Service
37 Linden Street• P.O. Box 67 • Medford, MA 02155-0001 • Telephone(617) 391-4500• Fax (617) 395-3231
July 27, 1989
JAN S 0 19Si,
CITY OF SALEM
HEALTH DEPT'
w I lnlrot€A
DePalco Engineering, Inc.
197 Portland Street
Boston, MA 02114
Attn: Mr. William Hobbs
Attached herewith are the results of subsurface investigation
(one copy) , made as directed at site of collins Cove, Salem, MA.
We shall this date ship via United Parcel Service, all soil
samples to your offices.
At your convenience, please furnish this office with a plan or
sketch showing boring locations, so that we may complete our
file.
Xn making inquiries, please refer to our Job No. 89255
Very truly yours,
CARR-DEE CORP.
Henry J. DeSimone
Principal
HJD/mh
j .
`y vnnn—vcc 1,lly-CY.
7 LINDEN STREET P.O. BOX 67 MEDFORD, MA 02155-0001 Telephone(847)391-4500
b DEFALCO ENGINEERING, INC. , BOSTON, MA Date Jul. 26, 1989Job No 89255
Job Site COLLINS AVENUE, SALEM, MA Scale 1" = 3 tL
BOR=N G 3-
Ground
Ground Surface
—'-3— $91, FROM 0'0" TO 2'0"
4 RECOVERED 13"
4
F I L L 4
SAND, ORGANIC SILT,
SHELLS, WOOD, GRAVEL
32 S#2, FROM 5'0" TO 7'0"
27 RECOVERED 14"
37
32
81010
HARD
YELLOW CLAY,
TRACE OF FINE SAND
22 Sq3, FROM 10'0" TO 12'0"
26 RECOVERED 12"
41 (USED OPEN—END ROD,
121011 54 WITH 140—LB. WGT.I
WATER LEVEL 016" (TIDE)
DRILLER: R. LONG JR.
DATE STARTED & COMPLETED: 7-24-89
DEfA1.CD ENGINEERING,,INC.
JUL311989
REvtEWED_—
t+oTED
All samples have been visually classified by BJD. Unless otherwise specified, water levels noted were observed at completion
of borings, and do not necessarily represent permanent ground water levels. Figures in right hand column indicate number of blows
revired to drive Two-inch Spplit aspler 6 inches using 140 lb. weight falling 0 inches)+H. Figures in column 'to left
lit noted! indicate number of Ill ws ko,drive casing one foot, usiug 300 lb, weight falling 24 inches)+1—l..
Sheet 1 of 1
I LINDEN STREET P.O. BOX 67 MEDFORD, MA 02155-0001 Telephono(617)391-4500
o DEFALCO ENGINEERING, INC. , BOSTON, MA Date Jul. 26, 198 Job No 89255
Job Site COLLINS AVENUE, SALEM, MA Scale 1" = 3 ft.
H0I2S1VG 2
Ground Surface
S41, FROM 0'0" TO 2'0"
F I L L_ 2 RECOVERED 11"
ORGANIC SILT, 4
SHELLS, LITTLE GLASS 4
14 S#2, FROM 2'0" TO 410"
18 RECOVERED 12"
44
4-0" 46
3-1— S#3, FROM 4'0" TO 6'0"
VERY DENSE 34 RECOVERED 3"
FINE SAND, S0ME 44
GRAVEL, TRACE SILT 47
617" 48 S#4, FROM 610" TO 6 '7"
- R E F U S A L -
(120 BLOWS, NO PENETRATION, DER, 140-LB. WGT.)
WATER LEVEL 0'6"
DRILLER: R. LONG JR.
DATE STARTED & COMPLETED: 7-24-89
I
All samples have been visually classified by NJD. Unless otherwise specified, water levels noted were observed at completion
of borings, and do not necessarilp re resent permanent ground water levels. Fiyyores in right hand column indicate number of blows
repined to drive Two-Incb Sp lit Sampler 6 inches using 140 It. weight fallinqJO inches(+/-). Figures in column to left
lit notedl indicate number oblows to drive casing one foot, using 100 lb. weight falling 24 inches(+l-).
Sheet 1 of 1
EXHIBIT B � 6d
(� JAN. 3 0 1990
OTY OF SALIM
HEALTH DEPT
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AGCesEs. 197 PonbM SBect,Boston,MA 02114 ( 617.720.4646
SCALE::NOT.�r4.:.' APPROVED BY: a ,1 I DRAWN BY
FRANK
DATE:: BCiP..T."89_:'.. REVISED
DEFALOO = -COLU..N.S:.."' COVE GON00MINIUM. TRU_57 -'_7:�:._
No.20169 PROPC75ED ' PIER 7"LQokZr SALENI) MAL, . ..
PD 4 tr
DRAWING NUMBER
VICINITY MAP 1 of 3
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N SCALE: 140-M..D. . .'_: APPROVED BY: � I .DRAWN BY.-W.M.W. .
FRANK Y`wi DATE: _l4'.SGPT,.$9 REVISED
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SCALE: NOTeD APPROVED BY: w I DRAWN BY' W.R.W.
N
DATE: _IQ SCPT..69 REVISED
FRANK
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No.20169 • PROPOSED ._PIER _�..EI.QAT: _ ._ ..... ':::._:- SA4E.M,. MA
DRAWING NUMBER
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JAN 3 0 1990
GULF OF MAINE CITY OF SALEM
HEALTH DEPT'
RESEARCH CENTER INC.
Addendum to Notice of Intent
for
Collins Cove Salem Condominium Trust
File #64-185
Proposed Pier and Float
Prepared by:
Hugh F. Mulligan
Gulf of Maine Research Center
204 Lafayette Street
Salem, Massachusetts
January 1990
ENVIRONMENTAL CONSULTING SERVICES
GULF OF MAINE RESEARCH CENTER INC.
Addendum No. 2 to Notice of Intent Under the Massachusetts Wetlands
Act, G.'L. c. 131 , sec. 40 , of the Collins Cove Condominium Trust
Part 1: The following general information should be added to the
original Notice of Intent.
The Coastal Resource Areas in which work is proposed
include:
Land Under the ocean
Rocky Intertidal Shore
Coastal Bank
Land Containing Shellfish
Part 2: The following site description should be added to Part II
of the original Notice of Intent.
The site where the pier and floating dock is proposed is located
along the southeast side of Collins Cove in Salem, MA. The Cove is
a relatively well-sheltered, rectangular-shaped, backwater of
Beverly/Salem Harbor that is nearly completely bare at low tide.
The pier will be attached to a filled wharf that projects
approximately 250 feet into the Cove at its most northeasterly limit.
The mean range of tide in Beverly/Salem Harbor is 9. 0 feet, and
the average spring tide range (occurring twice monthly) is
approximately 10 . 4 feet. Tidal currents within the Cove can be
expected to average considerable less than a knot, but the water is
constantly in motion due to the tidal nature.
The filled wharf is constructed of large boulders set vertically
and capped by long, flat granite pieces set without mortar. The
filling is very old and shows on maps dating to 1851. The condition
of the wall at the site is poor, with portions of the granite cap
having fallen into the adjacent water. Reconstruction and repair of
this portion will be accomplished as a part of the project. The
A
GULF OF MAINE RESEARCH CENTER INC.
page 2
Crow Two Club, a men' s organization in Salem, was located at the
site until the Collins Cove Condominiums were built in 1986. This
Club had a pier and float at the same site and remnants of the
pilings are still in place. At the base of the wall where the
proposed pier will stand, the ground is composed of hardpan
interspersed by sediment. The hardpan consists of large and small
rocks, glass, bricks, steel debris, shell fragments, and asphalt
pieces. Attached tufts of brown algae Qksi hyllum and Fucus) and
mussels (Mytilus edulis) are evident. Shell fragments of soft-shell
clam (,Mvaa arenaria) abound, but test digs indicate no live clams
present. The shell fragments appear to result from bakes held by
the former Crow Two Club, not from any viable clam populations.
From the base of the wall, the ground slopes away towards the
tidal channel. At about 30 feet from the wall, the surface of the
bottom is sediment covered, with no hardpan showing. Test digs in
this area indicated that the underlying sediment is extremely rocky
(poorly sorted) . The potential for clamming by standard digging
methods ( if legal or feasible) would be poor due to this substrate
and the difficult footing.
The Following Mitigating Measures should be added to Part IV of the
original Notice of Intent
1 (a. & b. ) .
The proposed pier and float project will not alter the
topography of the land under the ocean. Spacing of the pilings, no
closer that 10 feet from each other, provides ample flow of water
and wave energy so that there will be no barrier to sediment
movement or interference from wave action.
GULF OF MAINE RESEARCH CENTER INC.
page 3
Wave energy calculations are unnecessary since the volume of all
pilings below mean high water ( 121 . 6 cu. ft. ) is less than 5 percent
of the total water volume beneath the pier during mean high water
( 3520 cu. ft. ) . This information is available from the report of J.
Gaythwaite, P.E. ( copy attached) completed as a part of the Notice
of Intent for the nearby Collins Cove Condominiums in 1985 (File
#64-122 ) .
No eel grass beds are in the vicinity of the project.
Pilings, pier, and float timbers will contain no leaching wood
preservatives .
Stagnation of waters beneath the pier will not occur since this
is an area of constant tidal current flow which is also exposed at
low tide. Resident fish are not expected to be adversely affected
by the piers ; in fact, fouling growth which will develop on the
pilings should, in time, attract fish.
Siltation and turbidity associated with the setting of the
pilings will be temporary and should have no adverse affect on any
biota considering the current action and exposure of the benthic
environment at low tide. The actual setting of the pilings will be
carried out as quickly as possible during periods of high water from
a barge platform.
Coastal Resource Area Type: Rocky Intertidal Shore
The base of the repaired granite wall to which the pier is to be
attached could also be considered as a rocky intertidal shore. The
portion of the wall adjacent to the attachment site presently
contains the usual encrusting flora and fauna associated with local
intertidal zonation. The algal _genera, Ascopphyllum and Fucus, are
GULF OF MAINE RESEARCH CENTER INC.
page 4
the dominant vegetation. This growth conceals the usual encrusting
fauna as well as a host of micro flora and fauna. While the
presence of the pier will necessarily shade a small portion of the
wall, this interference would not be expected to have an adverse
affect to life in general on the wall.
Coastal Resource Area Type: Coastal Bank
The granite-capped seawall that serves as a perimeter for filled
land represents the access of the pier to the land. This filled
land area shows on maps dating back to 1851. The condition of the
granite block in the area where the pier will extend is poor,
several blocks having fallen into the adjacent water. This section
will be repaired before construction of the pier will proceed, since
the stairway rests directly on the presently damaged portion.
There is no potential erosion associated with this wall and it
does not serve as source material for any dunes.
Coastal Resource Area Type: Land Containing Shellfish
In the past, Collins Cove supported a considerable fishery for
soft-shelled clams (Mya arenaria) . Presently, these clams are only
found in the channel beyond any influence of the proposed pier and
float. Fishing for clams is presently illegal due to the highly
polluted condition of the water. Further, only the most intrepid
could reach the channel on foot since the surface mud is very
unstable. Bait diggers can be found working the mudflats toward the
head of the Cove closer to Webb Street where access is easier.
Conversations with these worm diggers in 1985 indicated that the
resource was marginal compared with earlier days . Several small
GULF OF MAINE RESEARCH CENTER INC.
page 5
mussel (Mytilus edulis) shoals lie in the vicinity of the project,
but since circulation beneath the piers is ample, there should be no
adverse affect to any potential shellfish resource now or in the
future.
There are no fish runs containing anadromous or catadromous fish
in this are. Because of the soft substrate in the area, this area
would not be suitable for use for winter flounder spawning.
Therefore as a consequence of the repair of the pier and
replacement of the ramp and float, there should be no adverse impact
on the balanced, indigenous population of fish, shell fish and
wildlife in the waters adjacent to the proposed project.
GULF OF MAINE RESEARCH CENTER INC.
Appendix
JOHN GAYTHWAITE P.E. MARINE CIVIL. OCEANOGRAPHICAL + STRUCTURAL
CONSULTING ENGINEER (617) 526-4071 ENGINEERING
155 PINE STREET
MANCHESTER BY THE SEA
MASS.01944
25 July 1985
Gulf of Maine Research Center
30 Church Street
Salem, MA. 01970
Att: Hugh F. Mulligan, PHD, Director
ite : Proposed Uaterfront Development
at Collins Cove, Salem, MIA. -
Wave Climate & Design Criteria
Summary
Gentlemen:
This letter/report serves to summarize my
investigation of the local wave climate and recommended
waterfront design criteria for the subject project.
General Descri t9_on & storm Tides: The site is located
along e sou east si e of Collins Cove in Salem, II?A,
The cove is a relatively well sheltered , rectangular
shaped, backwater of Beverly Harbor that is nearly
completely bare at low tide . The property is bounded
by approximate) 1100 lineal feet (as measured at mean
high water (MHW) of gradually eroding coastal bank,
most of which faces the north northwest with a stone
filled wharf projecting approximately 250 feet into the
cove at its most northeasterly limit. Figure 1 , attached
hereto, shows the site and its over water exposure. The
mean range of tide in Beverly Harbor is 9.0 feet, and
the average spring range (occurring twice monthly) is
approximately 10.4 feet. Tidal currents are very low
within the cove. The site is designated as a 'IV-31I
zone by the Federal r;mergency kanagement I1gency, (F�ittl�) ,
Flood Insurance hate !a.I% (FTRP11) , which means them
structures built within the designated limits of the V
zone must be designed for velocity (Wave) forces. The
FIEM gives a base flood elevation (13FE) of 13 .0 feet
referenced to the National Geodetic Vertical Datum
(VGV )) of 1929. This corresponds roughly to a height
of 17. 5 feet above mean low water (Ml1 ,,") ; the datum most
commonly used by coastal and harbor engineers and which
will be used throughout this report. During, intense
storm activity , especially I'Northea.sters" , hi.rlhe.r than
normal tides result when '' storm surge" , due to :Lola
barometric pressure :;md winu stress effects , coincidcl ,�
with time of high tide . The extrernl, c� Ul1 writer level.
G_,iJ',) observed over time have probrabil.itiecs of occurrence
;a:;;>ociated with Z;eri_our" . The co-
called 100 year storm, therei'ore , which is uaed as the
(2)
basis of design of most permanent structures , has a 10,6
probability of occurrence in any given year. For Beverly
and Salem Harbors , approximate extreme water levels are:
return period (years ) 10 50 100 500
S.W.L. (feet above MLW) 13. 0 13. 8 14 .1 14 . 9
The maximum elevation to which water will rise is found
by adding either the corresponding maximum wave crest
elevation or wave run-up height to the above SWL' s . A
small additional correction , on the order of a few tenths
of a foot, should also be added to the above 3'.!L' s to
account for sea level rise currently estimated to be
around one foot per century for most of the New England
coast. Figure 2 shows a representative profile of the
bank and near shore bottom, which illustrates various
relative water levels. References 1 , 5 , 8, and 12
listed at the end of this report contain additional
information on extreme water levels.
Ice : Collins Cove is subject to freezing over even during
average winters. During more severe winters , ice thick-
nesses in excess of 12" are possible . Because the cove
bares at low tide, the ice will generally remain broken
up. Pile-up and ride-up of ice cakes driven by northerly
winds against the bank and any proposed slope protection
is of concern. Ice plucking forces should be considered
in the design of ri-prap slope protection. Ice cover may
have an important beneficial effect in suppressing wave
development since most severe "Northeasters" occur during
the winter months .
';vave Climate : The site is exposed to locally generated
wind waves for winds from the north to northeast octant
at time of high tide (see Figure 1 ) . Under normal tides
and prevailing wind conditions , the bank is virtually
unaffected by wave action. however, with strong north
to northeast winds and higher than normal tides the bank
may be subjected to significant erosion by wave action.
This study, therefore , has concentrated on extreme wave
and water levels for which bank protection measures must
be designed; , i . e . , the 1.00 year storm. Northern New
isngland is subjected to northea:;t storms with sustained
winds of greater than 33 mph and higher than normal tides
on a nearly annual. basis . J'or the 100 year storm,
suste.ined winds in excess of' 60 mpij fro-u the NI•It; with a
S?:L of ? 14 feet mu�-,t be considered . 1'i.Cure 3 summarizes
wind speed data for Boston ':i_arbor, the nearest reference
si;a,tion for which sufficient tat.istical data exists .
references 2 , 3 , 9 and 1.1 contain addi.tiona.l climatic
data of interest. lave heights and periods for the
annuail and 100 year event, vie re c:ilcul.>> ted acinf; the
method:; of References 6 _nu l.q . ;ave h�.�:ilr}it.a ,:.nd periods
can be characterized in terms of the si -n.i.fic:ant height
(Ei;) and period ' ) w'Irich i.s defined a;; the average of
{3}
the highest one third of the waves measured in a seaway.
A statistical distribution exists about Hs whereby, for
example, the averoge wave height =.64 At the highest
10% = 1. 28 As and the highest is approximately 1. 87 As.
Figure 4 is a wave height spectrum for conditions
pertaining to the assumed 100 year event which illustrates
the relative wave energy present at different wave lengths
(corresponding to frequency in the diagram) . The
significant wave height is , As = 2 .75 feet and To = 2 . 5
seconds corresponding to a deep water wave length of
32 feet. The highest 10% of waves present would equal
or exceed 3. 5 feet and the highest would approach 5. 2
feet. The highest waves would likely break due to
shoaling before reaching the bank. The above heights
should be reduced approximately 12'% to account for the
directional properties of the wave spectrum relative to
the shoreline normal. For the annual extreme wave event
an A = 1. 5 feet and `I's = 2.0 seconds superposed on a
12 .0 SWL should be a conservative estimate. Due to the
complicated shoreline topography and bath,ymetry , shoaling
and refraction effects, uncertainties in wind speeds and
funneling effects , etc. , an exact prediction of the wave
spectrum is not possible . Based upon experienced
judgment, however, the above should be reasonably
conservative estimates for design purposes. For a
maximum wave height of about 5 feet with 70 of its
height above a S4L of 14 . 1 feet , the maximum water level
is nearly equal to the YOM, BFE = 17. 5 feet. The
relative run-up or swash height should be nearly on the
order of the wave crest elevation due to the relatively
short wave lengths and for shoreline slopes of 2 on 1
or flatter.
It is possible that larger waves and remnants
of swell entering Beverly harbor through Salem Sound
may penetrate into the trove. This may result in some
confused "sloshing" motion within the Cove ; however it
is believed that such longer period waves would be of
relatively low amplitude due to refraction and shoaling
effects.
losig n Criteria: oxic,n of any structures at the site
should conform to the apylic-able, requirements of the
Massachusetts jt.aV Oil.din; Code {I•] B& with particular
reference to Section 744 .0, and to any City of Salem or
other local building authority requirements . Residential
structure, should additionally conform to the general
guidelines of Reference IS . rri.nd speeds for structure
design will be signi-ficslly greater than wind :speeds used
to generate the wave field:, - see References 2 , > , and
the i':-;K. Nsian of ri'prnp revetments or rubble: structure:;
should be in accordance with the method: of Peference 6,
or as otherwise required by slope stabil.ity/geotecbnical
considerations (beyond the scope of this report) . Slope
protection for wave attack ibould be designed for the
100 year storm for the highest 10"40 wave height = 3.5
feet for a breaking wave. Using the methods of Reference
6 and assuming a riprap revetment with a maximum steepness
of 2 on I slope (see Figure 2 ) comprised of two layers
of rough angular quarry stone properly placed , results in
an individual primary armor stone weight of about 500 lbs.
This should be considered the minimum stone weight which
may likely be increased during final design when potential
ice forces and geotechnical considerations have been
further evaluated . The value of KI) used in the stability
formula 8hould not be gfeater than 2.0 and final selection
of its value should be confirmed. by experienced judgment
based upon the final design slopes and materials used .
The lowest structural members of any proposed
elevated walkways or platforms should be above the BF ,
and such structures should be adequately anchored for
uplift and lateral forces . All materials should , of
course , be suitable for marine exposure.
The information oresented herein is intended to
serve as input for planning and preliminary design of
the waterfront portion of the subject project. References
have been provided for final design follow-up. It is
further recommended th,,it final design of any
1'1 waterfront
features be carried outby a qualified engineer familiar
with marine design. The existing Litone-fill -%vharf should
be inspected to ascertain its present materi .D.J. condition
prior to designing any habitable structures to be placed
on it. -')oil borings will likely be required . Should.
there be any questioni_; regarding the information presented
herein or related issues , please do not hesitate to contact
the undersigned .-t any time .
rj
;in e I
Te
J . Ca h_rli 'e , I
'a
i G/rr
Attmt ; ie fu rc nc e ci
Wigure..i I tiirou!
,�h 4
REFERENCES
1. Anderson Nichols , Inc . "Flood Insurance Study" (Beverly
& Salem) , prepared for FEMA,
Feb. 1985 .
2 . ANSI "Minimum Design Loads for
Buildings & Other Structures" ,
ANSI , A-58.10 N.Y. , N.Y. , 1982 .
3. Batts, etal "Hurricane bind Speeds in the
U.S. " , NBS, ASS, No. 124, U.S.
Dept. of Comm. , Washington
D.C. , May 1980.
4 . Essex Survey Service , Inc. "Topographic Plan of Land
in Salem, MA. " prepared for
McNeil. Associates, Feb. 1984 .
5. Peterson, K.R. & Goodyear, H. V. " Criteria for a
Standard Project Northeaster
for New England North of :Cape
Cod" , U.S. Dept. of Comm. ,
N.H.R.P. , No. 68, March 1964.
6. U. S. Army "Shore Protection Manual" ,
Vols. I & II, U. S.Army, C.E.R. C. ,
Vicksburg, Ms. , 1984.
7. U. S. Army "Flood Proofing Regulations" ,
USACE, E.P. 1165-2-314,
Washington, D. C. , June 1972 .
8. U.S . Army "Tidal Flood Profiles for the
New England Coastline" , New
England Div. , USACE, Waltham,
T°;A. , Jan. 1980.
9. U.S. Dept. of Comm. "U. S. Coast Pilot" - Vol. I,
U. S. Dept. of Comm. , Jan. 1985.
10. U. S. Dept. of Comm. "Salem, Marblehead & Beverly
Harbors" , Nautical Chart #13276,
NCAA, 1`T.O. S. , July 1984 .
11. U. S. Dept, of Comm. "Local Climatological Data -
Boston, HA. " , NOAA, N. O. S. , 1980.
12 . U.S. Dept, of Comm. "Flood Insurance Rate Map"
panel 1 of 5 , CP ri 250102-0001-B,
Aug. 1985 .
13. U.S. Dept. Housing & Urban Dev. "Design & Construction
Manual for Residential Buildings
in Coastal High Hazard Areas" ,
U.:s. J,"-pt. of Housing £y Urban Dev. ,
Jan . 1981.
14 . Vincent , C. L. & Lockhart , J . H. "JX�termining :sheltered
,:'atcr `clave Characteristics" , Dept.
of the Army , USAC.,, , E`i`L 1110-2-305 ,
16 )?eh. i9o/1 .
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GULF OF MAINE RESEARCH CENTER INC.
ENVIRONMENTAL CONSULTING SERVICES
PAGE-1
JOB NUMBER: 15050408 DATE: JAN 12 90 204 LAFAYETTE STREET
SALEM, MA 01970
(508) 745-6618
JOB START DATE: JAN 9 90 GMRC INV# : 1505-1 FAX (508) 741-8648
CHARGES STARTING: JAN 9 90
CHARGES ENDING: JAN 12 90
CLIENT NAME & ADDRESS: SITE ADDRESS:
John S.Tangusso/Collins Cove Condo Trus Collins Cove
15 Court Square
Boston MA 02108 Salem MA 01970
TEL: 617 523-3622
LABOR:
DATE EMPLOYEE TITLE LABOR TYPE HOURS RATE AMOUNT
JAN 10 90 N. J. Korkatti SNR ENV SCI Report Preparation 0.50 85.00 42.50
JAN 10 90 J. K. Moore SNR ENV SCI Management 3.00 85.00 255.00
JAN 11 90 J. K. Moore SNR ENV SCI Management 3.00 85.00 255.00
JAN 1190 N.J. Korkatti SNR ENV SCI Management 0.50 85.00 42.50
SUBTOTAL..$ 595.00
GRAND TOTAL..$ 595.00
NET AMOUNT DUE..$ 595.00
Coffins Cove Condominium Trust
37 Settlers Way
Salem Plass.
01970
p6nalf
�
January 24, 1990 JAN5 0
'1990
Elizabeth Debsky QTY, OF SALEM,
Planning Department HEALTH DEPT'
1 Salem Green
Salem, MA 01970
Re: Collins Cove Salem Condominium Trust
Dear Ms . Debsky:
Enclosed please find an Application for a Wetlands Special
Permit completed in accordance with the directions as set forth
in Section III . Specifically, I only completed those sections
that were marked with an "x" . The remaining sections are not
applicable to the proposed pier and float project. Each applica-
tion package includes the following:
1 . Wetlands Special Permit Application.
2 . Notice of Intent.
3 . DEP notification of file number dated December 19 , 1989 .
4 . Exhibit A - Subsurface investigation of Carr-Dee Corp.
5 . Exhibit B - Structural Plans and Vicinity Map prepared
by Defalco Engineering Inc.
6 . Exhibit C - As-Built Plan of Collins Cove as prepared by
Engineer Robert E. Anderson, Inc. dated September 16 , 1987 .
7. Exhibit D - Plan of land prepared by Essex Survey Ser-
vice Inc. dated May 1 , 1985 .
B . Addendum to Notice of Intent prepared by Gulf of Maine
Research Center Inc . dated January, 1990 .
9 . DEP, Division of Wetlands and Waterways, license appli-
cation.
If there is anything further that you need from me, please
advise.
Very truly yours,
® - � John S . Tangusso, Trustee
® 1® ( 617 ) 523-3622
CITY OF SALEM, MASSACHUSETTS
APPLICATION JAN 23 1314130
SPECIAL PERMIT
WETLANDS AND FLOOD HAZARD DISTRICTS
?e TY CLEiiK..7snLz�,
Applicant: John S. Tanausso Trustee
Address : 15 Court So. , Boston NLA 02108 City Clerk Stamp
Telephone: (617) 523-3622
Owner: Coll ins Cove Salem Condominium Trust
Address 37 Settlers Way Salem MA 01970
Location of Property: 37 Settlers Way, Salem, MA 01970
Project Description: Wooden Pier & Float
I. It has been determined by the Building Inspector that the above property
lies in the followin¢ area(s) :
A. Wetlands District
Wetlands ( X ) Buffer Zone ( X )
B. Flood Hazard District
Zone A ( ) Zone A3 ( ) Zone V3 ( X )
II. Information required includes this application and the following additional
information (file one copy of everything with the City Clerk and five
copies with the Planning Board ; all copies must be stamped by the City Clerk) :
A. A site plan at a scale of 1" equals 20' prepared by a registered
land surveyor or registered professional engineer and showing at
least the following:
1. Lot lines within which the development is proposed and the tie—
in to the nearest road intersection;
2. The location, boundaries, and dimensions of each lot in question;
3. Two—foot contours of the existing and proposed land surface;
4. Location of existing and proposed structures, water—courses,
drainage and drainage easements, means of access, utilities,
and sewer disposal facilities including leaching fields, if
any. Proposed elevations should be noted.
5. Boundaries of all districts, areas and zones as noted in
Section I.
-2-
B. In the Wetlands District, a determination by a qualified engineer
of the seasonal high water table, performed during the last two
weeks of March or the first three weeks of April. A minimum of
two percolation tests for each leaching area shall be performed.
C. In cases of flood-proofing or pile construction, certification
by a registered professional engineer or architect as to the
elevation of flood-proofing measures and as to compliance with the
applicable sections of the Massachusetts State Building Code
concerned with flood depths, pressures, velocities, impact and
uplift forces, and other factors associated with the base flood.
Where specific methods or techniques have been previously certi-
fied, the Planning Board may waive this requirement.
D. A list of Federal, State, and other local permits required by the
applicant.
E. Descriptions relative to all conditions applicable in Section III
below.
III. Conditions (Complete those sections indicated (x) by the Building Inspector)
In the Wetlands and Flood Hazard Districts no structure or building,
including pipes and wells, shall be erected, constructed, substantially
improved, enlarged, or otherwise created or moved; no area shall be
paved; no earth or other material shall be stored, dumped, used as
fill, excavated, or transferred; and no sediment shall be caused to
be discharged from or onto a wetland, unless all the following condi-
tions are found to exist as part of the granting of a Special Permit by
the Planning Board (Use additional pages if necessary) :
A. All Districts:
(x) 1. The proposed use will comply in all respects to the uses and
provisions of the underlying District in which the land is
located. Yes X No
(X) 2. There is adequate convenience and safety of vehicular and pedes-
trian movement within the site, and in relation to adjacent
streets and property, particularly in the event of flooding
of the lot(s) or adjacent lot(s) caused by either overspill
from water bodies or high runoff.
Convenience and safety of vehicular movement within the
site is not an issue . The proposed project entails the
construction of a pier, gangway and float as an extension
to a filled wharf on which there exists a small clubhouse
for use by condominium unit owners. Vehicular movement
is not allowed on the wharf . The limited pedestrian movement
which occurs almost exclusively during the warmer spring and
summer months will not be affected by the proposed project.
-3-
(X) 3. Utilities, including gas, electrictity, fuel, water, and
sewage disposal, shall be located and constructed so as to
protect against breaking, leaking, shortcircuiting, grounding
or igniting or any other damage due to flooding. (Provide
details)
The only utility contemplated at this time is water , It
would require running a water line from the clubhouse on
the filled wharf to the proposed timber pier where a cold
water spigot would be installed.
(X) 4. The cumulative effect of the proposed development or use, when
combined with all other existing and anticipated development
and uses will not obstruct or divert flood flow; substantially
reduce natural flood-water storage capacity in the local
drainage area; destroy valuable habitat for wildlife including
fisheries or shellfisheries; adversely affect groundwater
resources or increase storm water run-off velocity so that
water levels on other land are substantially raised or the
danger from flooding increased.
Please see Addendum to NQtice Noticeof Intent prepared by
Gulf of Maine Research n Inc
S. Wetlands District:
( ) 1. The proposed development or use shall not include the storage
of salt, chemicals, petroleum products or other conta urinating
substances or discharge of any polluting liquids or materials
into streams, brooks or wetlands. (The polluting effects of
substances on the Wetlands are to be gauged by the "Rules and
Regulations for the Establishment of Minimum Water Quality
Standards and for the Protection of the Quality and Value of
Water Resources" of the Commonwealth of Massachusetts. )
-4-
( ) 2. The floor level of areas to be occupied by human beings as
living or work space shall be four (4) feet or more above
the seasonal high water table.
( ) 3. If the basement floor level is below the seasonal high water
table and affords the possibility of human occupancy at some
future date, although not originally intended, adequate
perimeter drainage and foundation shall be installed to with-
stand the effect of pressure and seepage. Furnace and utilities
are to be protected from the effects of leaching. (Provide details)
Applies ( ) Does not Apply ( )
( ) 4. If the lot is to be served by an on lot septic system, the
leaching area designed for use, as well as a reserved area
for future expansion or total future use, shall be plotted with
dimensions on the site plan, and the leaching areas shall not
be constructed where the seasonal high water table is less
than 4 feet below the bottom of the leaching areas.
Applies ( ) See site plan
Does not apply ( )
C. Flood Hazard District (all zones) :
( ) 1. The floor of the basement, or if none, the lowest floor of
new construction or substantial improvement of structures for
residential uses shall be at or above the 100 year flood level.
( ) 2. The floor of the basement, or if none, the lowest floor of
new construction or substantial improvement of structures for non-
residential uses shall be at or above the 100 year flood level
or the structures shall be flood-proofed to that level in
compliance with the applicable requirements of the Massachusetts
State Building Code. Flood-proofing measures shall insure
that the structure is watertight and that structural components
have the capability of resisting hydrostatic and hydrodynamic
loads and the effects of bouyancy.
-5-
D. Flood Hazard District, Coastal High Hazard Area (Zone V3) :
( ) 1. New structures or substantial improvements shall be located
landward of the reach of Mean High Tide.
( ) 2. New structures or substantial improvements shall be elevated
on adequately anchored pilings or columns, and securely
anchored to such pilings or columns so that the lowest
portion of the structural members of the lowest floor (ex-
cluding the pilings or columns) is elevated to or above the 100
year flood level. Space below the lowest floor shall be free
of fixed obstruction. (Provide details)
( ) 3. The support of new structures or substantial improvements shall
not be, in whole or in part, by the use of fill. (Provide details)
IV. Procedure
The Planning Board shall, within 7 days after the filing of this
application, transmit one copy of said application, plans and all other
submitted information to the Inspector of Buildings, City Engineer, Board
of Health and Conservation Commission who may, at their discretion,
investigate the application and report in writing their recommendation
to the Planning Board. The Planning Board shall not take final action
on such application until it has received a report thereon from the
Inspector of Buildings, City Engineer, Board of Health and Conservation
Commission or until thirty-five (35) days have elapsed after dis-
tribution of such application without a submission of a report. The
Planning Board Shall hold a Public Hearing on said application as soon
as possible after receiving the above reports, in accordance with
Chapter 40A of the Massachusetts General Laws. The Planning Board
shall notify the applicant in writing of its decision on the special
permit. The decision shall document the proposed development or use
and the grounds for granting or refusing the special permit. The
-6-
Planning Board may, as a condition of approval, require that the appli-
cant give effective notice to prospective purchasers, by signs or
by recording the special permit at the Registry of Deeds, of the wet-
land or flood hazard conditions associated with said premises and the
steps undertaken by the petitioner or his successor in title to
alleviate the effects of same.
Signed I GU sf
Title I rcA jet �s �ve �x�N.� �und- (I-U&
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REVISED SEPT 16 198
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