64-185 - 41 Memorial Drive - CONSERVATION COMMISSION Sur
m�
No. 153L
i
NABTINGB, MN
LOS ANGELEB-CHICAGO-LOGAN.ON
MCGREGOR,TX-LOCUST GROVE.GA
U.S.A.
310 CMR 10.99
Form B
DEP File No. 64-185
. (To oe provioeo py DEPI
.; ----- Commonwealth
City Town Salem
of Massachusetts ADDi,cam Collins Cove— Salem
Condominium Trust
Certificate of Compliance
Massachusetts Wetlands Protection Act, G.L. c. 131, §40
From Salem Conservation Commission Issuing Authority
To Collins Cove Salem Condominium 37 Settlers Way, Salem, MA
(Name) Trust (Address)
Date of Issuance 5/23/1991
This Certificate is issued for work regulated by an Order of Conditions issued to Collins Cove Salem
Condominium Trust dated 2/12/90 and issued by the Commission
1 . 2 It is hereby certified that the work regulated by the above-referenced Order of Conditions has
been satisfactorily completed.
2. _ It is hereby certified that only the following portions of the work regulated by the above-refer-
enced Order of Conditions have been satisfactorily completed: (If the Certificate of Compliance
does not include the entire project. specify what portions are included.)
3. _ It is hereby certified that the work regulated by the above-referenced Order of Conditions was
never commenced.The Order of Conditions has lapsed and is therefore no longer valid. No future
work subject to regulation unoer the Act may be commenced without filing a new Notice of Intent
and receivinc a new Order of Conditions.
.......................................................................................................................................................................................
(Leave Soace Blank)
6-1
Effective 11/10/89
a }L This certificate shall be recorded in the Registry of Deeds or the land Court for the district In
which the land is located.The Order was originally recorded on (date)
at the Registry of Deeds, Essex County . Book 9961 Page 166
5. X= The following conditions of the Order shall continue: (Setforth any conditions contained in the
Final Order, such as maintenance or monitoring, which are to continue for a longer period.)
1. Maintenance schedule has been approved, and maintenance shall continue. (,)
2. Discharge of sanitary or chemical waste from boats using facility shall be prohibited.('
3. Fueling or re-fueling of watercraft shall be prohibited. (?)
4. A self-locking gate has been installed and shall be maintained. (13)
5. Installation of electrical service is prohibited.CI�� ,
Issued by The Salem Conservation Commission
Signaturefs)
G ✓, L(�
UA
i
When issued by the Conservation Commislon this Certificate must be signed by a majority of is members.
On this �'/ f N day of i'%'� �- 19 / before me
personally appeared _t i f{-G_-:e /-P J-�lh <.�( , to me known to be the
person described in and who executed the foregoing instrument and acknowledged that heishe executed
the same as his/her free act and deed.
` A
I4otary Public My commission expires
Detach on dotted line and submit to the _
..................................................................................................................................................................................................................
To Issuing Audtonty
Please oe advised that the Certificate of Comotlance for me protect at:
File Numoer mas been recorded at the Registry of
and has oeen notes m the cram of title of:tie aflevec orocerty on
e feccrcee lanc. re ins:rumeni rumoe•wmc❑:cenvnes:ms uansacilon is
!!remsteree land.!ne occurrent number wmen identities this transac:ion:s
Sgnature ADDiICant
S-2
CERTIFICATION OF
CONSTRUCTION
I
PROJECT TITLE: ca i/%ems Co �e
PROJECT LOCATION: j A61 f N
CERTIFICATION DISCIPLINE: CP� / E 1�neer
La- d
S
IN ACCORDANCE WITH SECTION 127.0 OF THE MASSACHUSETTS STATE BUILDING
CODE, I. Frank D. DeFalco, Registration No. 20189. BEING A REGISTERED
fPROFESSIONAL ENGINEER HEREBY CERTIFY THAT TO THE BEST OF MY KNOWLEDGE,
Ln.,.d di+�✓ayar
THE ABOVE NAMED PROJECT WAS CONSTRUCTED AS PER THE APPLICABLE PROVISIONS
3
OF THE MASSACHUSETTS .STATE BUILDING CODEc, � d
i
Lo^f-...-.��e M.rf� �-4c P/w„3 G»d D✓2r.c�.q,f wf..'cG+ T �
S%y< ed' a ,.d Sfar ,ol and cvr�h re� � �rle"e. fps aIc
i
Fran6 D. DeFalco FRAM* A a
DEFALCO
Na2otaq y
f T U Y b.6OALEd
_ e
Date
z
r
r .
310 CMR 10.99
Form 5 DEP Rb No.
� 64-185 I
Jo wa mOEM
c,tv,Town Salem
Commonwealth
of Massachusetts AoaticantC011ins Cove Salem
Condominium Trust
Order of Conditions
Massachusetts Wetlands Protection Act
G.L. c. 131, §40
From Salem Conservation Commission
To Collins Cove Salem Condominium Trust setifte
(Name of Applicant) (Name of property owner)
Address 37 Settlers Way, Salem, MA Address Same
This Order is Issued and delivered as follows:
my hand delivery to applicant or representative on (date)
-
dv certified mail. return receipt requested on March 1 1990 _ (cote)
34
This project is located at 4 1 Mamnr i a 1 Dr i UP SA 1 am M A -
The oroperty is recorded at the Registry of Deeds—Essex County
Book 9961 Page 166
Cenificate tit redistered) Not apolicabl -
The Notice of Intent for this project was filed on 11/28/89 (date)
The ouollc hearing was closed an 2/22/90 (date) '
Findings
The
Salem Conservation Commission has reviewed the above-referenced Notice of
Intent and plans and has neic a puollc hearing On me project. Based on the InTormatlon availaole to the
Commission at this time.the Commission _has determined that
the area on which the proposed work is to be done is significant to the following interests in accordance with
the Presumptions Of Significance set tolh in me regulations for each Area Subject to Prctectlon Under the
Act tcheCK as appropriate):
E Pubiic water supply ❑ Flood control El Land containing shellfish
Private water supply ❑ Storm damage prevention ❑ Fisheries
❑ Ground water supply I Prevention of pollution ❑ Protection of wildlife habitat
Total Fling Fee Submitted
s2nn nn State Share 587 . 50
CitylTown Share g l 1 S n ('A fee in excess of S25)
Trial Refund Due S CityfTown Portion S State Portion S
(1/2 total) (1/2 total)
Effective 11/10/89 5 1
i
Therefore. the Conservation Commission hereby finds that the following conaitions are
necessary, in accordance with the Performance Standards Set forth in the regulations. t0 protect those inter-
ests checked above. The Commission orders that all work shall be oertormed
in accordance with said conditions ano with the Notice of Intent referenced above. To the extent that the lot-
lowing conditions modifv or differ from the plans, specs icanons or other oreposais submitted with the Notice
of Intent. the conditions shall control.
General Conditions
1 Failure to comply with all conditions stated herein. and with all related statutes and other regulatory meas-
ures,shall be deemed cause to revoke or modify this Order.
2. This Order does not grant any property rights or any exclusive privileges: it does not authorize any injury
to private property or invasion of private rights.
3. This Order does not relieve the permittee or any other person of the necessity of complying with all
other applicable federal, state Or local statutes. oralnances, by-laws or regulations.
The work authorized hereunder shall be completed within three years from the date of this Order unless
either of the following apply:
(a) the work is a maintenance dredging project as provided for in the Act:or
(b) the time for completion has been extended to a specified date more than three years, but less than
five vears,from the date of issuance and both that date and the special circumstances warranting
the extended time period are set forth in this Order.
5. This Order may be extended by the issuing authority for one or more periods of uo to three years each
Upon aophcation to the issuing authority at least 30 days prior t0 the expiration date Of the Order.
6. Any fill used in connection with this project shall be clean fill, containing no trash, refuse. rubbish or de-
bris. includine but not limited to jumper, bricks, plaster,wire.lath.paper, cardboard, pipe, tires, ashes.
refrigerators. motor vehicles or parts of any of the foregoing.
7 No work snail be undertaken until all administrative appeal oenods from this Order have elapsed or. if
such an aooeal has been filed, until all proceedings before the Department nave been completed.
8. No work shall be undertaken until the Final Order has been recorded in the Registry of Deeds or he Land
Court for the district in which the land is located,within the chain of title of the affected property.
In case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name
of the owner of the land upon which the proposed work is to be done. In the case of registered land.the
Final Order snail also be noted an the land Court Certificate of Title of the owner of the land upon which
the oropesed work is to be done.The recording information shall be submitted to the
on the form at the end of this Order prior to commencement of the work.
9. A sign shall be displayed at the site not less than two square feet or more than three square feet in size
bearing the words.'Massachusetts Department of Environmental Protection,
File Number 64-185
10. Where the Department of Environmental Protection is requested to make a determination and to issue
a Suoersedtng Order. the Conservation Commission shall be a party to all agency proceedings and
hearings before the Department.
1 1 . Ucon completion of the work described herein, the apoficant shall forthwith request in writing that a
Certificate of Cometiance be issued stating that the work has been satisfactorily completed.
12.The work snail conform to the following plans and soeciaf conditions:
5-2
J'
Plans:
Title Dated Sipnec and Stamoed oy: On File wan
Collins Cove Condominium 2/7/90 Frank D . Defalco Sal Am C`QNGQi17aj;j n Commission
Trust-Propose Pier & F oat
Special Conditions (Use additional paper if necessary)
See Attached Conditions
........................................ .. . ....._ __
(Leave Space Bunk)
5-3A
Plans:
Title Dated Signed and Stamped by: On File with
Special Conditions(use additional paper if necessary)
..................................................................................................................................................... ..... ...........................
(Leave Soace Biank)
5.3B
Issued By Sa L4n 51 Conservation Commission
Signaturels
This Order must be signed by a majority of the Conservation Commission.
On this day of ) 19 `�C) before me
personally appeared ��P . &ITZAC, . to me known to be the
person described in and who executed the foregoing instrument and acknowledged that he.•she executed
the same as his/her free act and deed.
of ry ubli My Com fission expires
The applicant.the owner.any person aggrieved by this Order.any owner of land abunmg the two upon which the propossd work is to be
pone.or any ten residents of the city or town in which such land is located.are nereby notified of their night to reduest me Department of
Environmental Protection to issue a Superseding Order. providing the reduest is made by certdted mail or nand delivery to the Department.
wnn the appropriate filing fee and Fee Transmittal Fomt as crowded in 310 CMR 10.03(7).within ten days from the date of issuance of this
Defertnination.A copy of me reduest snail at me same time oe sent by certified mail or hand celivery to the Conservation COmmlSsion
and the applicant.
Detacn on dotted line and submit to the prior to commencement of work.
.................................................................................:................................................................................................................................
-d :ssu:no Aumorny
Please be advised trial the Order or Conditions for me project at
<'e YUmpe• nas been retarded at the Registry of ano
nas been noted in me cram of tide or the affected orooerty in accordance with General Condition 8 on . 19_
II retorted taro. ins iminument number which identities this transaction O
II registered land.the document number which identifies this transaction is
.,.c^.a:ur= .Applicant
5.4A
Issued by the Department of Environmental Protection
Signature
Cn this day of 19 . before me
oersonally appeared to me known to be the person
described in and who executed the foreaomg Instrument and acknowledged that heishe executed the same
as nls,ner free act and deed.
Notary Public My commission expires
no applicant.the owner.any person aggrieved by the superseding Order,any owlMr of land abumng me land upon winch the proposed
ork is to be done.or any ten persons pursuant to G.L c.30A 00A,are hereby notified of their right to reduest an admdlr2rory hearing
ursuam to G.L.c.30A. it10.providing fine request is made by cemfiso mail or hand delivery to the Depannient.wen me appropriate tiling fee
na Fee Transmmal Form as provided in 310 CMR 10.030,within ten days from me date of issuance of this Superseomd Order.and is
3dressea to:Docket Clerk.Office or Genera;Counsel.Department of Environmental Protection.One Winter Street,Boston.MA 02108.
copy 0t me re0ussl snail at the same time be sent by cenmed mae or hand ciewery to me conservation commision,ine applicant.and any
.net oany.
A Notice at Claim for an Adluoicatory Heanno snail comow won the Department s Ruies for AamaicatoN Proceeands. 310 CMR
1 O ti61.and snail contaln,ine followew information
la) the DEP wetlanas File Number.name of the applicant and address of the protect.
(of the complete name,address and telephone numoer of the party tiling the reduest.and.it represented by counsel. the name and
address of the attorney:
Icl the names and addresses of all otner parties,if known:
lot a clear and concise statement of(1)the facts wmcn are grounds for the proceeding.(2)the oolections to fnis Superseding Order.
inclu0lna specifically the manner In which it is alleged to be inconsistent with me Department s wetlands Regulations 1310 CMR
10.001 and does not contnoute to the protection of the interests identified in the Act.and(3)the ration sought through the aolu.
oicatOry nearing,inctuaind specifically the chances desired in ine superseding Order:
I el a statement that a copy at the reduest has been sent to the applicant.the conservation commission and each other parry or reo-
resentative of such party.It known.
Failure to suomn all necessary information may result in a dismissal by the Department of the Notice of Claim for an Adiuelcatory Hearing.
Detach on dotted line and submit to the prior to commeneemera of work.
..................................................................................................................................................................................................................
ssumq Authority
Please be advised that the Order at Conditions for the project aC
Pile Number has dean recorded at tine Registry of and
-as teen noted m me chain of title at Ire aneciea orccerty,in accordance min General Cdndrion b on . 19_
;1 recdroea Ionic. ire instrument numoer which identities this transaction is
11 registered land. ;he document numoer which identities this transaction is
S,onaiure Acblicant
5.48
Collins Cove Pier - Conditions
1 . All work shall conform to the above-referenced plans . Any change
made or intended to be made in the approved plans shall require
the applicant to file a new Notice of Intent or to inquire of the
Conservation Commission in writing whether the change is
substantial enough to require a new filing.
2 . A Plan for repair or maintenance of the pier shall be submitted to
the Commission for review and approval .
3 . All lumber used in construction of the pier and float shall be
Chromium Copper Arsenate (CCA) pressure treated Southern Pine as
described in North Shore Marine ' s letter of February 12, 1990 .
4 . Discharge of sanitary or chemical waste from boats using facility
shall be prohibited as specified in February 12, 1990 submission .
5 . Styrofoam flotation device must be encased in polyethylene and
secured to main body of float .
6 . Pier facility shall be for embarkation and disembarkation of
pleasure watercraft only .
7 . Fueling or re-fueling of watercraft shall be prohibited.
8 . Pile-driving shall occur Monday through Friday between the hours
of 8 : 00 a.m. and 5 : 00 p .m.
9 . Members and agents of the Salem Conservation Commission shall have
the right to enter and inspect the premises to evaluate compliance
with conditions stated in this order, and may require the
submittal of any data deemed necessary by the Commission for that
evaluation.
10 . Upon completion of the project, the applicant shall submit with
their request for a Certification of Compliance, an affidavit
prepared by a professional engineer or land surveyor registered in
the Commonwealth of Massachusetts , stating that the site has been
developed in accordance with the requirements of this Order of
Conditions and the referenced site plan .
11 . This Order shall apply to any successor in control or successor in
interest of the property described in the Notice of Intent and
accompanying plans .
12 . All work shall be in compliance with Salem Planning Board and
Salem Health Department regulations .
13 . A self-locking gate shall be installed as per plan.
14 . Installation of electrical service is prohibited.
r906
DeFalco Engineering, Incorporated
34 Chamberlain Parkway 35 Pine Hill Road
Worcester, MA 01602 Lancaster , MA 01523
(508) 798-3466 (508 ) 365-5577
16 May 1991
Certification of Construction
Protect Title: Collins Cove Pier and Float
ro ' ct Location: Salem , MA
Certification
Discipline: Civil Engineer , Structural Engineer ,
and Land Surveyor
In accordance with Section 127.0 of the Massachusetts
State Building Code , I , Frank D. DeFalco, being a Registered
Professional Engineer and Professional Land Surveyor ,
certify that I have supervised or reviewed the preparation
of all computations , specifications and plans that bear my
seal and signature for the 'Collins Cove Pier and Float '
project .
And further , after completion of construction and
inspection by qualified DeFalco Engineering, Incorporated
personnel , to the best of my knowledge , the construction
conforms to the provisions of said Massachusetts State
Building Code , the Salem Conservation Commission Order of
Conditions , DEP File No. 64-165, is in substantial accord
with originally submitted DeFalco Engineering , Incorporated
plans , specifications and applicable engineering practices.
u
.v{OF
t4
ANK D. Gm �
rank D. DeFalco, Phd N0.20i8 y 0,
Mass P.E. No. 20189
�onn�e� a
Subscribed and suornLto before me
this 15 day of May , 1,991
John A. Farnsworth
Notary Public
My Commission expires 4 Jan 1996
DeFalco Engineering, Incorporated
34 Chamberlain Parkway 3S Pine Hill Road
Worcester, MA 01602 Lancaster, MA 01523
(508) 798-3466 (508) 36S-SS77
15 May 1991
Tangusso & Tangusso
Suite 730
15 Court Square
Boston , MA 02108
Re: Collins Cove Pier and Float Project ,
Collins Cove , Salem, MA
Attn: John Tangusso
• Dear John,
The Construction Certificate , dated 10 August 1990 , supplied you
by our offices is routinely accepted by the Salem Building
Department and is typical of that used state wide. It is our
opinion that it is both correct and appropriate.
At our expense and as a courtesy to you , we have reworked the
document for resubmission to the Salem Conservation Commission.
We have reviewed the forwarded 'model ' and it is our opinion that
a 'Client memo' type of narrative is not appropriate. We take
the liberty of enclosing a portion of the Mass State Building
Code and a portion of the Wetlands Protection Act regarding
completed construction and Certificates of Compliance for your
review.
We are Fax-ing this information to you this day with originals
forwarded to your attention through the mail.
We hope all is well at Collins Cove and a Certificate forth
comming from the Commission.
Cordially;
Sohn A. Farnsworth
Coffins Cove Condominium Trust
37 SeWerS Way
Salem nass.
01970
August 15, 1990
Maintenance Plan
Collins Cove Condominium Trust
Structure: Pier
DEP File No. 64-185
The Trustees of Collins Cove, in concert with North
Shore Marine of Salem, Massachusetts, shall inspect all
components of the above structure twice a year ( spring
and fall ) for repair and maintenance. All repairs and
maintenance will be performed by North Shore Marine in
accordance with all laws of the Commonwealth.
Respe VSTangus2Tr�tee
ly submitted,
S" �
John
o
Coffin Cove Condominium Trust
37 Setders Way
Salem nass.
01970
August 15, 1990 g V
Ms . Kathy Winn
Salem Conservation Commission
1 Salem Green
Salem, MA 01970
Re: Collins Cove Salem Condominium Trust
Dear Kathy:
Pursuant to paragraph 10 of the addendum to the
Order of Conditions, enclosed please find an affidavit
prepared by Frank DeFalco, a registered engineer in the
Commonwealth of Massachusetts, indicating that the
project was completed in compliance with the plans and
drawings originally submitted and with the Order of
Conditions DEP File No. 64-185 issued by the Salem Con-
servation Commission on March 1 , 1990 .
If there is a need for myself to appear before the
Commission in order for the Certificate of Compliance
to issue, please advise.
I have also attached a plan for maintenance of the
pier as requested in paragraph 2 of the addendum to the
Order of Conditions .
Very tr I
ly yours,
t
John Tangusso,Trstee
( 617 ) 523-3622
JST:mj
Fncl.o.sures
o
r� 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
L.Pw w o1€P
DePalco Engineering, Inc.
197 Portland Street
Boston, HA 02114
Attn: Hr. William Hobbs
Attached herewith are the results of subsurface investigation
(one copy) , made as directed at site of collins Cove, Salem, HA.
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.
In making inquiries, please refer to our Job No. 89255
Very truly yours,
CARR-DEB CORP.
';2dZ41 zee�1Z L041—
Henry J. DeSimone
Principal
HJD/mh
I
,7 LINDEN STREET P.O. BOX 67 MEDFORD, MA 02155-0001 telephone(617)391-4500'
fo DEFALCO ENGINEERING, INC. , BOSTON, MA Date Jul. 26, 1989Job No. 89255
Job Site COLLINS AVENUE, SALEM, MA
Scale 1" = 3 ft.
BOR=NG 1
Ground Surface
SN1, 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
HARD
YELLOW CLAY,
TRACE OF FINE SAND
22 S#3, FROM 10'0" TO 12'0"
26 RECOVERED 12"
41 (USED OPEN-END ROD,
32'0" 54 WITH 140-LB. WGT.)
WATER LEVEL 016" (TIDE)
DRILLER: R. LONG OR.
DATE STARTED & COMPLETED: 7-24-89
DEFALCO ENGINE R1N
JUL 3 1
REVIEWED__
KoTED
All samples have been visually classified b AJD. Unless otherwise specified, rater levels noted were observed at completion
of borings, and do not oecessaril repressor permanent ground water levels. Fi ures in right band column indicate number of blows
reyufred to drive two Inch 5plft Sampler 6 inches using 190 It. weight falling l0 inches(+l-). Figures in column 'to left
lit noted) indicate number of blows to,drive casing one foot, using 300 It. weight falling 21 inches(+l-)..
J
/ LINDEN STREET P.O. BOX 67 MEDFORD, MA 02155-0001 Telephone (617) 391-4500
o DEFALCO ENGINEERING, INC. , BOSTON, MA Date Jul. 26, 1989Job No. 89255
Job Site COLLINS AVENUE, SALEM, MA
Scale 1" = 3 ft.
B O R I N G 2
Ground Surface
S#11 FROM 0'0" TO 210"
F I L L 2 RECOVERED 11"
ORGANIC SILT, 4
SHELLS, LITTLE GLASS 4
14 S#2, FROM 2'0" TO 4'0"
18 RECOVERED 12"
44
4'0" 46
31 S#3, FROM 4'0" TO 6'0"
VERY DENSE 34 RECOVERED 3"
FINE SAND, SOME 44
GRAVEL, TRACE SILT 47
617" 48 S#4, FROM 6'0" 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
All sawples have been visually classified by Hill. Unless otherwise specified, water levels noted;were observed at coapletion
of borings, and do not oecesaarily rep resent peraanent ground water levels. Figures in right hand coluan indicate number of blows
revired to drive iwo-Inch S lit Lap 6 inches using 140 lb. weight falling30 inches(+/-). Figures in coluau to left
lit noted) indicate auaber of blows to drive casing one foot, using 300 lb, weight falling N inches(+l I.
0
NORTH SHORE MARINE INC.
Twenty Three Glendale St Salem, MA 01970 Telephone (617) 745-5062
mQ�f/dP�lQl!QClOId
February 12 , 1990
To : SALEM CONSERVATION COMMISSION
Salem, MA 01970
Dear Members ,
All lumber used in construction of the pier and
float for Collins Cove Condominium Trust shall be
Chromium Copper Arsenate ( CCA ) pressure treated
Southern Pine . It shall be treated with CCA to
a minimum retention of 0 . 6 pounds per cubic foot .
All pilings shall be treated with CCA to a minimum
retention of 1 . 5 pounds per cubic foot .
This treatment is approved by the state and federal
government for use in harbors and waterways and in
most cases the only treatment allowed by local cities
and towns . CCA will notinhibit the growth of marine
organisms on the outside below water level , but will
discourage marine borers from penetrating and there-
fore weakening the structure . CCA is also an excellent
treatment for prevention of wood rot and is guaranteed
by some manufacturers for up to thirty years of useful
life .
If you have any questions concerning this matter , feel
free to call anytime .
4��Yi�a 11
hi C . Pelletier . Treas .
North Shore Marine , Inc .
PCP : ja
• DREDGING • PILE DRIVING 9 WHARF BUILDING • SEAWALLS
DOCK FLOATS
Mold, No. 40.92 .48"L x 36"W
/ Alec
� >- Kracor's dock floats are rotationally molded of
tough crosslinkedpolyethylene and then filled
9 .
z ve with either modified polystyrene or polyure-
thane foam.
• Not affected by gasoline or oil
• Rodent & animal resistant
/ Mold No. 4102 48% x 36"W • Protected from sunlight by ultraviolet
inhibitors.
• Economical
• Six attachment points
y� • Filled with either polystyrene or polyurethane
• Not affected by heat, cold temperatures or ice
• Will float even if punctured
14 ? �'"" • One piece construction
• Maintenance - Free
�Z,k Walcon/Barnegat - 23 Congress St . , Salem, MA 01970
Coons Cove Condominium Trust
37 Settlers Way
SaLem sass.
01970
January 17, 1990
Ms . Kathy Winn
Salem Conservation Commission
1 Salem Green
Salem, MA 01970
Re: Collins Cove Salem Condominium Trust
Dear Kathy:
Pursuant to our conversation of today, enclosed
please find the environmental report prepared by Gulf
of Maine Research Center Inc. You will notice that it
has been written as an Addendum to the Notice of Intent
and therefore should be read as an extension thereof .
Very truly yours,
r
John S. Tangusso, Trustee
(617 ) 523-3622
JST:mj
Enclosure
MIN
GULF OF MAINE
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
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 (Ascophyllum and Fucus) and
mussels (Mytilus edulis ) are evident. Shell fragments of soft-shell
clam (Mya 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 NWNE 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 Blaine Research Center
30 Church Street
Salem, MA. 01970
Att: llugh F. Mulligan, 111D, Director
ite : Proposed Waterfront Development
at Collins Cove , Salem, PIA. -
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 tion & :storm Tides : The site is located
along the southeast side of Collins Cove in :;alem, MA.
The cove is a relatively well sheltered , rectangular
shaped , backwater of Beverly ]larbor that is nearly
completely bare at low tide . The property is bounded
by approximatel 1100 lineal feet (as measured at mean
high water (MHSJ� 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 "V-3"
zone by the Federal. r;mergency Management Agency ,
Flood Insurance hate (1PIltfl) , which means that
structures built within the designated limits of the V
zone must be designed for velocity (wave) forces . The
FlliM gives a base flood elevation 03F3) of 13 .0 feet
referenced to the National Geodetic Vertical. Datum
0'1GV1)) of 1929. This corresponds roughly to a height
of 17. 5 .feet above mean low water (P11.,Si) ; the datum roost
Commonly used by coa:Ital and harbor engineers and which
will be used throughout this report. During intense
storm activity, especially "Northeasters" , hi)?her than
normal tides result when "storm surge" , due to low
barometric pressure and w.inu stre:a effects , roinciclrrs
with time of high tide . Che extreme still we,,Aer levels
(.�,Ll,) observed over time have probabilities of occurrence
asc;ociated with staLictical "return poriod:;" . The ao-
cal.led 100 year storm, therefore , which is used as the
(2)
basis of design of most permanent structures , has a 1
probability of occurrence in any given year. For Beverly
and Salem Harbors , approximate extreme water level.:; are:
return period (years ) 10 50 100 500
S.W. L. (feet. above M LW) 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 5'::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 riprap slope protection . Ice cover may
have an important beneficial effect in suppressing wave
development since most severe "Northeasters" occur during
the winter months.
t4ave Climate : The site is exposed to locally generated
grind waves for winds from the north to northeast octant
at time of high tide (see Figure 1 ) . Under normal tides
and prevailing wind conditionls , the bank is virtually
unaffected by wave action. I]owever, 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 hank protection ::ieasures must
be designed; , i .e . , the .100 year storm. Northern Dew
;ngland is subjected to northeast storms with sustained
winds of greater than 3,, mph and higher than normal tides
on a nearly annual. basis;. 1,or the 100 year storm,
sustained winds in excess of 60 mph from the NNr with a
Sc:L of ? 14 feet must be considered . Figure 3 summarizes
wind speed data for Boston ^;arbor, the nearest reference
station for which sufficient statistical data exists .
,ieferences 2 , 3 , O and 1.1 contain additional climatic
data of interest. 'lave heights and periods for the
annual and IOU year events aera c%1cul:, ted using; the
method::, of References G :uu l.d . ;ave h,.r.irht:; ;:rid pr�riudo
can be charactor:i.zed in terms of the c.i -u.il'icnnt height
(lid) wind period OP,, ) which .i s definod tilt! ,a,vcrnGc of
(3 )
the highest one third of the waves measured in a seaway.
A statistical distribution exists about Its whereby, for
example, the average wave height =. 64 lis , the highest
10% = 1. 28 Its and the highest is approximately 1. 87 Hs .
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) . Tile
significant wave height is, Hs = 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 Its = 1. 5 feet and Ts = 2 .0 seconds superpo -,ed 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;u' of its
height above a J'. L of 14 . 1 feet , the maximum water level
is nearly equal to the l Ilti°i, BYE' = 17. 5 feet. The
relative run-up or stash 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 :found
may penetrate into the Cove . This may result in some
confused "sloshinc;" motion within the Cove ; however it
is believed that :;uch longer period waves .could be of
relatively low amplitude due to refraction and shoaling
effects.
besirrn Criteria: Xusi_rn of any structures at tine site
should conform to tla(-, ;ipplicable requirement:: of the
Nassachu.;etts ,ILat ?uiJdirJ;, Code ( -'-113C) aith particular
reference to .,c�:ti.on 7,14 .0, ,and to any City of Sal.ern or
other .Local building-, autho.r•it,y requirement:; . Resi.dent:i.al
structure:; should �;dditional.ly conl'orni 'to the general
guidelines oi' l;e]'erence 1;-, , hind speeds ]'ar structure
design will be c;i„rri f'i c::r l l.y I;re;i Cc .r than wind speed:; used
to ;venerate the w,;ve 1'ir_l.dr - :;ee References 2 , j , ,:nd
the h.;i3C. aesian oa.' rilu <.il; revetments or rubbla:,, structure::
should be in accordance ;rith the methods of :iefcrence 6 ,
or as otherwise required by slope stability/geotechnical
considerations (beyond the scope of this report) . Slope
protection for wave attack should be designed for the
100 year storm for the highest 101,16 wave height = 3 .5
feet for a breaking wave . Using the methods of Reference
6 and assuming a rip.rap revetment with a maximum steepness
of 2 on 1 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 KD used in the stability
formula Should not be gfea'ter 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 presented 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. ] t is
further recommended tbat final design of any waterfront
features be carried out by a qualified engineer .familiar
with marine design. The existing stone-fill wharf should
be inspected to ascertain its present materi {1 condition
prior to designing any h(:bitable structures to be placed
on it. ;oil borin c wi i, likely be require(! . tlhould.
there be any questionu cegardinn; the inl'orml.t.ion presented.
herein or relatc(i issu(':a , please do not hesitate to contact
the undersigned -.t any time .
'I
e el
' wEw
J . Ga th,:rti
r
JG/rr
Attmtca: .iefcr.(lice:.
Figure,: 1 throu.;h ,I
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-58.1, N.Y. , N.Y. , 1982 .
3 . Batts, etal "Hurricane hind Speeds in the
U.S. " , NBS, ASS, No. 124, U.S.
I 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 isngland 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. 1165-2-3149
Washington, D. C. , June 1972 .
8. U.S . Army "Tidal Flood Profiles for the
Neer England Coastline" , New
England Div. , USACE, Waltham,
MA. , Jan. 1980.
9. U.S. Dept, of Comm. "U.:3. Coast Pilot" - Vol. I ,
U. S. Dept, of Comm. , Jan. 1985 .
10. U. S. Dept. of Comm. 110-alem, Marblehead & Beverly
Harbors" , Iiautical Chart #13276,
NOAA, N.G . S. , July 1984 .
11. U. S. Dept, of Comm. "Local Climatological Data -
Boston, NA. " , NOAA, N. O. S. , 1980.
12. U.S. Dept. of Comm. "Flood Insurance Rate Map"
panel 1 of 5 , CP 1i 250102-0001-B,
Aug. 1985 .
13. U.S. Dept. Housing & Urban Dev. "Design & Construction
Mianual for Residential Buildings
in Coastal High Hazardn Areas" ,
U. i; . i;ept, of housing CK Urban Dev. ,
FEH,ii, FIA-7 , Jan . 1981 .
14 . Vincent, C. L. & Lockhart , J .11. "I)etermi.ning Sheltered
.;ester 'nave Characteristics" , Dept.
of the Army , USACE, ETL 1110-2-305 ,
16 1'eb. .i904 .
err = i
.� wk
a Nautical Mite i
Yads
.00
1000
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FIGURE Z
HOURS PER YEAR
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10 YEAR RECORD
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FROM TOP OF UNDERLYING BAR GRAPH.
NOTE:
PERCENT DURATION PER DEGREE IS THE AVERAGE PERCENT DURATION
OBSERVED FOR EACH 16 POINTS OF THE COMPASS DIVIDED BY 22 112
DEGREES.
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COMMULTRt4 ■M IHKCR GO.MRC. /
157 TINE STREET - Job No. 1 . of Shle.
MANCHESTER, MA 01944 Iw.cntion COLL11J$ V CoE� SALE/A MA. Dnte .TuLy8i5
- - EXTREME H/P.VE CLiMA r
WAVE HEIGHT SPECTRUM
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Brian Donahoe `1-llllfB60fli of Waco- Yv/Cl&'oY7, 6on&o
Deputy Director �ry
(617) 292-5647 cliw %Pant&- U&eevi, 00am', d� F
April 10, 1990 APR 17 1990
�A�Fs�� l"!�eC1l9PP��
Mr. Hugh Mulligan Re: Water Quality Certification
Gulf of Maine Research Center, DEP File No. 64-122
Inc. Collins Cove/Revetment
204 Lafayette Street Salem
Salem, MA 01970
Dear Mr. Mulligan:
In response to your request in your petition of March 21, 1990,
this Division has reviewed your application for an after-the-fact
Water Quality Certification for the Collins Cove Condominium project.
The proposed work, repair of 180 feet of stone revetment and
construction of an additional 470 feet of revetment along the
shoreline was completed in April of 1986. Large granite stones were
placed, from the upland, during low tide to construct the revetment
with erosion and sedimentation controlled by hay bales. Work was
performed above and below the mean high water mark.
In accordance with the provisions of Section 401 of the Federal
Water Pollution Control Act as amended (Public Law 95-217) , this
Division hereby certifies that, based on information and
investigations, there is reasonable assurance that the activity as
described above is consistent with applicable water quality standards
adopted by this Division under authority of Section 27 (5) of Chapter
21 of the Massachusetts General Laws, as codified in 314 CMR 4 . 00..
No enforcement action will be taken in this case by the Division
for failure to obtain water quality certification prior to
construction.
DEQE
NOWIS
TMEDEPARTMENTOF
ENVIRONMENTAL PROTECTION
Original on Recycled Paper
-2-
This certification does not relieve the applicant of the duty to
comply with any other statutes and regulations.
Very truly yours,
Arleen O'Donnell
Acting Director
AOD/MZ/wo
78/2-mulligan
cc:✓Salem Conservation Commission, Town Hall, Salem, MA 01970
NOTICE OF INTENT FEE TRANShII'ITAL FORM
DEPARII= OF ENVIF;K� PFDTDCTION
DIVISION OF WETLANDS AND WATERWAYS
NOTICE OF INTENT (NOI) APPLICANT: PROPERTY. OWNER:
Name John S. Tangusso, Trustee forName Collins Cove Salem
Collins Cove Sa em Condominium Trust
Condominium Trust
Street 37 Settlers Way Street 37 Settlers Way
City/Town Salem City/Town Salem
State MA Zip Code 01970 State MA Zip Code 01970
Phone Number (617) 523-3622
Project Location: Street/Lot Number 41 Memorial Drive
City/Town Salem, MA 01970
Assessor ' s Map 42 , Parcel 006
DEP FILE NUMBER (if available) Not Available
NOI FILING FEE DISPUTED FEE
Total NOI Filing Fee: $ 200 . 00 Total Disputed Fee: $
(as determined in Notice of
State Share of Filing Fee: $ 87 . 50 Insufficient Fee letter from
(1/2 of fee in excess of $25.00) conservation commission)
City/Tam Share of State Share of Fee: $
Filing Fee: $ 112 . 50 (1/2 of total disputed fee)
City/Town Share of Fee: $
(1/2 of total disputed fee)
INSIRUCTIONS
1. Send this Fee Transmittal form with a check or money order, payable to
the Ckmm nwealth of Massachusetts, to the DEP Lock Box at:
Department of Environmental Protection
Box 4062
Boston, MA 02211
2. Attach a copy of this form to the Notice of Intent submitted to the
local Conservation Cxmmiission.
3. Attach a covy of this form and a of the DEP check to each of the
Notice of Intent forms submitted to the DEP regional office.
11/10/89
310 CMR 10.99
Form 3 DEP Poe No.
Commonwealth " (To oe p AoW by DEP)
f = o! Massachusetts C,ty %D n Salem
ADDIIcant Collins Cove Salem
Condominium Trust
Notice of Intent
Under the
Massachusetts Wetlands Protection Act, G.L. c. 131, §40
and
Application for a Department of the Army Permit
Part I:General Information
1. Location: Street Address 4' ..__,.ri;;l T)riup , Salem MA 01970
LotNumberMap 42 , Parcel 006
2. Project: Type Pier & Float Description4O ' 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 FcceX Current Book 9961 &Page 166
Certificate(If Registered Land) Not applicable
4. Applicahtroll ;ns rove Salem Condominium Trust Tel. 617-523-3622
Address 37 Settlers way, Salem MA 01970
5, Property Owner Same Tel.
Address
6. Representative Tangi7S40, Trnc;tpe Tel. 617-523-3622
Address 17 Settlers Way, Salem MA 01970
7. a. Have the Conservation Commission and the Departments Regional Office each been sent, by certified
mail or hand delivery, 2 copies of completed Notice of Intent•with supporting plans and documents?
Yes X No
b. Has the fee been submitted? 3 Yes C No
c. Total Filing Fee Submitted
d. City/Town Share of Fling Fee S 1 1 2 _ SO State Share of Fling Fee G R 7 , 50
(sent to City/Town) (1/2 of fee in excess of 525, sent to DEP)
e. Is a brief statement attached indicating how the applicant calculated the fee? X Yes C No
Effective 11110189
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 toot (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
1 eet x $2 . 00 = $200 .00
B. 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. ((pendincr final orde�o# con-
1
don Conservation
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. §105? Yes _ No X
10. List all plans and supporting documents submitted with this Notice of Intent.
Identifying
NumberrLetter Title, Date
A Carr Dee Corp. — Subsurface Investigation
B DeFalco Virinity Map Plan w
eva i0 g/14 89
C Robert E. Anderson, Inc. - As Built Plan 9/16/87
D Essex Survey Service, Inc. - Plan of Land 5/1/85
11.Check those resource areas within which work is proposed:
(a) a Buffer Zone
(b)Inland:
❑ Bank' Land Subject to Flooding,
Bordering Vegetated Welland* ❑ Bordering
C Land Under Water Body&Waterway' O Isolated
(c)Coastal:
Land Under the Ocean ❑ Designated Port Area
Coastal Beach• ❑ Coastal Dune
Barrier Beach ❑ Coastal Bank
Rocky Intertidal Shore' C Salt Marsh'
Land Under Salt Pond' ❑ land 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
"a"i wetland resource area to be altered by the proposed work located on the most recent
?:,7mated 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 (If 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:Site Description
Indicate which of the following information has been provided (on a plan, in narrative description or caicula-
tions)to clearly,completely and accurately describe existing site conditions.
Identifying
Number/Letter
(of plan,narrative
or calculations)
Natural Features:
A Soils
Vegetation
Topography
Open water bodies(including ponds and lakes)
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 water elevations with dates and location of test
Bounoanes of resource areas checked under Part I, item 1 1 above
Other
Man-made Features:
]3, C, D Structures(such as Piers.buildings, towers and headwalls 9 Pi )
Drainage and flood control facilities at the site and immediately off the site, including
culverts and open channels (with inverts), darns and dikes
C Subsurface sewage disposal systems
I' Underground utilities
C Roadways and parking areas
B, C, D Property boundaries.easements and rights-of-way
D OtherFilled Land
Part III:Work 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 work proposed within each of the resource areas
checked in Part I,item 11 above.
Identifying
Number/Letter
(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&underground utilities
Filling,dredging and excavating, indicating volume and composition of material
Compensatory storage areas,where required in accordance with Part 111, Section 10:57
(4)of the regulations
Wildlife habitat restoration or replication areas
Other.
Point Source Discharge
Descriptlon of characteristics of discharge from point source(both closed and open
channel),when point of discharge falls within resource area checked under Part I, item
11 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 I, item
11 above;
4. ESUrnated water quality characteristics of pre-and post-development runoff 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 II or Part III of the regulations; or
(b) why the presumptions set forth under each resource area specified in Part 11 or Part III of the regula-
tions do not apply.
�. coastal ResourCe Area Type. lden Utying number or letter
Inland of wopon 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 suopon 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.
�.c
Coastal Resource Area Type: Identifying number or Wrier
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 Buffer Zone so as to ensure that said work
does not alter an area specified in Part I, Section 10.02(1) (a)of these regulations; or
(b) if 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 II or
Part III of these regulations.
X Coastal Resource Area Type Bordered By 100•Foot Discretionary Zone: loemoymg number or letter
eltand of succon documents
The 100 foot set back to the resource area encom- B, C, D
passes the existing earth filled pier and stone
bulkhead which shall 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, fin fish habitat and food for wildlife
will not be affected by any of the work required
by the proposed pier and float.
3.6
Part V:Additional Information for a Department of the Army Permit
1. COE Application No. 23-89-2333C 2. Collins Covp . Ralpm, 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%" 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.1 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 involuntary,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 true and compI I ,to the best of my knowledge.
-ral ' s e. Sal" Tus�
Signatur of ppllcant Date
Signatur44 Applicant's Representa ' a John S . Tangusso,Trus. Date
FORM "E•repu•n to ENO Fees e3e6 opproeo/ by NQUSACE. 6 May 199E".
KID 100 (TEST) '.This 6eee�ot euuuo • joistDqutou of the Army ee6 Store Of Muo•A6utu •ppbouen
(or 6 pent to •►fete perwuu•e to perform eetlelrto in United Stotts teem. The Olt.,.
of Meeyet••et end Sedge, fOMa1 has gpreed oboe*Hwuu6 rwotrd by the US Army C•epo
of Enpoev6. OMS Noebee 0102.0039 end eepuetion 0eto of SO Dept moor 1333 eppine". Thu
tl6tem•nt rill be set to 6 pout type.
'A.7