64-107 - PARALLEL STREET - CONSERVATION COMMISSION I
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Form
I� DEQE File No. 64-107
- _ - (To be provided Yy DEOE)
- Cirylrown Salem
Commonwealth The DiBiase Company '
of Massachusetts Applicant
Certificate of Compliance
Massachusetts Wetlands Protection Act, G.L. c. 131, §40
From Salem Conservation Commission dssuingAuthority
m
To THE DIBIASE COMPANY - - Stenhen-Coadv " Jeanne Viel. MBTA
�Ne) (Address)-
10 Lookou em ace, LynnPield Parallel .Street, Salem
Date of Issuance June 12. 19Rr -
This Certificate is issued for work regulated by an Order of Conditions'issued to The DiBiase
Company dated Nov. 8. 1984 andissuedbythe Cnncorvat-inn ^nmmi eci nn
1. i$ It is hereby certified that the work regulated by the above-referenced Order of Conditions has
C, been satisfactorily completed.
2. ❑ It is hereby certified that only the following portions of the work regulated by the above-reter-
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. 0 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 nolonger valid.No future
work subject to regulation under the Act maybe commenced without firing anew Notice of Intent
and receiving a new Order of Conditions.
............................................................................_...__...__
(Leave Space Blank)
8-1
4. ❑ This certificate shall be recorded in the Registry of Deeds or the Land Court for the district in C
which the land is located.The Order was originally recorded on (date)
at the Registry of Book ,Page
5. ❑ The following conditions of the Order shall continue:(Set forth any conditions contained in the
Final Order, such as maintenance ot�monitoring,which are to continue for a longer period-)
Salem Conservation Commission
Issued by
Signatures)
i
When issued by the Conservation Commision this Certificate must be signed by a majority of is members.
On this 12 day of June 19 86 before me
personally appeared the above-named to me known to be the
person described in and who executed the foregoing instrument and acknowledged that he/she executed
the same aa his/her free act and eed.
1' 9-9-88
Notary Public My commission expires .
Detach on dotted Tins and submit to the
Issuing Authority
Please be advised that the Certificate of Compliance for the project at _
File Number 'has been recorded at the Registry of.
and has been noted in the chain of title of the affected property on .19
If recorded land,the instrument number which identifies this transaction is
i
If registered land,the document number which identifies this transaction is
Applicant
Signature
8-2
MW ° 0
Engineers and Environmental Planners
235 West Central Street, Natick, Massacimsetts 01760 (617)651-3401
Mr . Paul DiBiase
10 Lookout Terrace iOM 1
Lynnfield, MA 01940 %y�J
�Et4i2itlla
Scar Mr. DiI3iase:
As you requested I have summarized the status of the
interceptor sewer. The following is a list of items which need
to be addressed before the interceptor sewer in the Parallel
Street area can be accepted:
1. S.M.H. at Sta.7+05 needs a frame and grate.
2. The old sewer line needs to be abandoned according to MDPW
Specifications.
3. New sewer pipe from S.M.H. #1 to S.M.H. #6 needs to be
tested .
4. Manholes #3 and #4 need to be tested .
5. Provide "As Built" drawings.
6. Work along the easement area needs to be completed. This
work includes:
a. bringing easement area to grade and providing slope
treatment.
b. loaming and seeding .
C. installing stone headwall as shown on the plan.
7 . Repair and regrade Parallel Street.
8. Complete the sewer under the overpass.
9. Provide a full 1 1!2 inch overlay on Parallel Street.
The manholes installed by Modern Continental on the development
parcel have been inspected and are acceptable as installed.
I hope this information is of assistance to you.
Very truly yours,
,
Richard F. Carneiro
cc: Gerry Kavanaugh
Paul Niman
LAND COURT SURVEYS DEVELOPMENTS REGISTERED LAND SURVEYOR REGISTERED CIVIL ENGINEER
LOT SURVEYS
CONSULTING
PARSONS AND FAIA, INC. n
Civil' 'Enginse+s and cSatosyos, JUN 2 3 1986
593-7827 S,ALEPi PL A;1"1f14G DEPT.
480 LINCOLN AVENUE SAUGUS, MASSACHUSETTS
June 9, 1986
Salem Conservation Commission
Salem City Hall
One Salem Green
Salem, Ma. 01970
Re: Request for Certificate of Compliance
Parallel Street along Boston and Maine
Railroad line
DEQE File No. 64-107
Dear Sirs,
I have reviewed the above referenced site which are the properties
of Stephen Coady, Jennie Viel, and the MBTA.
In my opinion, The DiBiase Company as the applicant has with one
exception, complied to the plans and the order of conditions as set
forth by your commission. The top of the existing fill area varies
from ten (10) to sixteen (16) feet, as opposed to the proposed ten (10)
feet on the plan. This in no way has had any adverse effect on the
resource area.
Thank you for your cooperation in this matter.
Yours truly,
� / �•�
Charles D. Faia R.L.S.
led //-f-
le /f8a3p _
I:. v K7. -029 94
k'3 Form 5, DEOE Fit»tdo. 64-107
- (To b*provided try DEC E)'
ry Salem
a Commonwealth c. (roam
"- O1 Massachusetts The DiBiase Company ?
.. APPIt §
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'.i
order of Conditions
Massachusetts Wetlands Protection /pct
G.L. c. 131, §40
K`'t �. SALEM CONSERVATION COMMISSION
�. F
THE DIBIASE COMPANY Stephen Coady, Jennie Viel, MBIA
(Name of Applicant)
(Name of property owner)
=� Parall.c] Street, Salem
,u. Lookout Terrace, Lynnfiold Address
Address
Q This Order is issued and delivered as follows:
` Q by hand delivery to applicant or repreBentative on (date)
` ®c by certified mail,return receipt requested on (date)
4
This project is located parallel ST.reet alon 'B & M Itai 1 road' line
ra Essex South , Book 3599, 631.1, P. 215, 396 .
a .
The property is recorded at the Registry of
(3 Parallel Street. tool MIITA)
Bong Page—
S
Certificate(it registered. 30187 tl parallel Str ! 1 -
,f. w -
The Notice of Intent for this project was tiled on
October (date)
The public hearing was closed on October 2 5 1984 . _(date) -
' FIndinga
The Ra 1 ern Cnn,r rya t'ion Commi ion has reviewed the above•referanced Notice of
Intent and plans and has held a public hearing on the project Based on the if available to the
` Cormirissi.o'ri ' at this time, the Comm i!;:;i`"` ...... has determined that
the area on which the proposed work is to be done is significant to they fnliatving interests in accordance with
the Presumptions of Significance set forth in the r--guldlions for each Aru.l c4;uject to Protection Undcr the
Act(check as appropriate):
(3c Public water suPPIY ❑ Storm damage prevention
i - C1 Private water supply xL7 Prevention of{�oih. tion
F x0 Ground water supplY ❑ Land con!:nning . IL iifish
x9l Flood control El FFisherie
51
95
a =
Therefore,the Salem Conservation Commission hereby finds that the following conditions are
. . necessary,in accordance with the Performance Standards set.forth in the regulations,toprotect those inter•
este checked above.The Commission orders that all work shall be performed 1
i + in accordance with said conditions and with the Notice of Intent referenced above.To the extent that.the fol- a
t. lowing conditions modify or differ from the plans,specifications or other proposals submitted with the Notice
of Intent,the conditions shall control.
General Conditions
t t.
Failure to comply with all conditions stated herein,and with all related statutes and other regulatory mew-
s
ures,shag be deemed cause to revoke or modify this Order.
i5 2. This Order does not grant any property rights or any exclusive privileges;it does not authorize arty injury '
e;
to private property or invasion of private rights.
31, This Order does not regave the permittee or any other person of the necessity of complying r.ith a0
other applicable federal,state or local statutes,ordinances,by-laws or regulation&
4. The work authorized hereunder shall be completed within three years f rom the date of this Order unless
' either of the following apply.
` (a) the work Is a maintenance dredging prof as provided for in the Act;or
,n
(b) the time for completion has been extended to a specified datemorethan three Years,but fess than
five years,from the data of issuance and both that date and the special circumstances warranting
the extended time period are set forth in this Order.`
S. This Order may be extended by the issuing authority for one or more periods of up to three years each
;.� upon application to the Issuing authority at least 30 days prior to the expiration date of the Order.
: r
8. . Any rill used in connection with this project shag be clean till,containing no trash,refuse,rubbish or de-
1
bris,Including but not limited to lumber,bricks,plaster,wire,lath,paper,cardboard,Pipe,tires,ashes.
' relrigerators,motor vehicles or pans of any of the foregoing.
y 7. No work shall be undertaken until ail administrative appeal periods from this Order have elapsed Or,rt
rY:f such an appeal has been filed,until all proceedings before the Department have been completed.
of Deeds or the Land
-: 8. No work shag 6e undertaken until the Final Order has been recorded in the Registry
i?tri Court for the district in which the land is located,within the chain of title Of the affectedproperty.In the ,
.3 `k case of recorded land, the Final Order shall also be noted in the Regiatry -Grantor Index under the name
of the owner of the land upon which the proposed worts is to be done.In the case of registered land,the
' Final Order shall also be noted on the land Court Certificate of Title of the owner of the land opo swh c
*?.
the proposed 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-
,e 9. A sign shall be displayed at the site not less than two square feet or more than ttttee square teat in size
bearing the words,"Massachusetts Department of Environmental Quality Engineering,
: F1e Number E4-1.n7 ".
10.Where the Department of Environmental Quality Engineering is requested to make a determination and
to issue a Superseding Order, the Conservation Commission shall ba a parry to all agency proceedings
> and hearings before the Department.
11. Upon completion of the work described herein, the applicant shall forthwith request in writing that a
' Certificate of Comptiance be issued stating that the work has been satisfactorily completed.
12.The work shall conform to the following plans and special conditions:
i 5.2
4j
96
Ali,
° Plans:
ik Title Dated Slgned and Stamped by: On File witty.
Plan, and Profile--Proposed
18" sewer- , Salem MA. 9-12-84. John Parsons Conservation Commission
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•
Special Conditions(Use additional Paper if necessary)
).Workshall conform to above-referenced plans, as reviewed, and approved by Director of
Public services, Paul S. Niman.
2.The location of any proposed cross culverts in the new sewer casement shall be approc®d
in the field by a designated representative of the Conservation Commission prior to e•ul-
5
"i struction.
3.Proper erosion control procedures shall be practiced as specified in the Order of Conditions
issued for Pickman Park/Salem Acres, Inc. , DEQE` File #64-32.
x; 4.Movement of vehicles and excavated areas shall be limited to the 20' easement area shown
on the plan. This includes storage of all construction materials.
' 5.Any excess construction materials from the project shall be removed from the site.
I
6.Sideslopes abutting existing wetland areas shall be finished with wetland soils excavated
`;i ;from the site.
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. (Leave Space Blank( .
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Issued By
SALEM Conservation Commission
VIM
s*
Signatures _
-- V V,
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This order must be signed by a majotityof the Conservation Commission-
On this.—
ommission.Unttlis.— 6th day of November 19 f'4 before me
frerz"naif/appeared the aho A nameri to me known to be the
parson det+eribed In and who executed the foregoing Instrument and acknowfcdgod that he/she executed
the swoe wyhislher free act and deed.
9-9-88
Noiar>'h'ub!tc My commission expires
The eppleant,the owner.any person aggrieved by this order.any owner of lard abutting the tend upon which On proposed work is to
be done or any ten residents of the city or town In which such land Is located are hereby notified of Mair right to request the.0aoarlment
: of Environmental Quality Engineering to issue a Superseding Order:providing the request is made by certified mei or hand delivery to
+^ the peparonerd within ten days from the date of WKWI:e of this Order.A copy ofthe request shad at the same time be sent bycerafted
t mei or had deWery to the conasrveooe Corrndsefon and the applicant
c
Salem Conservation Commi r ::inti
Detach an dotted line and submit to the _prior to eonrrnarncement of work-
issuing Autt+a+ly
To
Tic
`•;" please be advised that the Order of Conditions far the Proiect a
and
File Number has been recorded at the Registry of _
19_
has been rioted H the chain of title of the allected property in accordance with General Condition D on r
+<',. II recorded land, the instrument number which identifies this Isacaon is
It registered land,the document number which idenblies this transaction is.
Signature
e
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CITY OF SALEM, MASSACHUSETTS
PLANNING DEPARTMENT
GERARD KAVANAUGH ONE SALEM GREEN
CITY PLANNER I' 01970
(617) 744-4580
September 5, 1985
Mr. Charles Faia
Parsons and Faia
480 Lincoln ave.
Saugus, MA. 01906
Dear Chuck:
Enclosed is a letter I received from the B & M Railroad regarding
Parallel Streer. It appears this situation is not as firm as we had
initially assumed.
Would you kindly address the questions in the letter and then ask
Peter Beatrice to address the easement issue?
I ' ll be glad to assist in any way I can.
Si �erely yours ,
Dale E. Yale
Staff Advisor
cc: Peter Beatrice
44 School St .
Boston, MA.
BOSTON & MAINE CORPORATION
y DELAWARE& HUDSON RAILWAY COMPANY
MAINE CENTRAL RAILROAD COMPANY
August 21 , 1985
ERECEIVED
Mr. Gerard Kavanaugh
City Planner b ObiCity of Salem, Massachusetts
one Salem Green NNING DEPT.
Salem, Massachusetts 01970
Dear Mr. Kavanaugh:
RE: Proposed 18" Sewer Line
Salem, Massachusetts
We have reviewed the plans for the above-referenced project and find
that the information provided is not sufficient to complete our review.
Please submit two (2) sets of plans and specifications with the
following information:
1 . Location of the pipe with respect to the centerline of track-and
the Railroad property line.
2. A profile showing inverts of the pipe, ground elevation and top of
rail elevation.
3. What effect, if any, construction will have on the stone arch
bridge 670'± north of Parallel Street.
4. The project specifications shall include the Standard Railroad
Specifications of the Boston and Maine Corporation, copy of which
is attached.
Also, the plan submitted shows that the M.B.T.A. owns Parcel 3, this is
incorrect. Parcel 3 is owned by the Boston and Maine Corporation.
Applications for easements shall be made through -Mr. F. X. Peters,
Director-Real Estate and Industrial Development.
If you have any further questions, do not hesitate to contact me at 663-
6972.
Very truly yours,
a
Gary A. rdon, PrE.
Assistant Chief Engineer-Design
JAL/jf
Attachment
cc: Mr. D. E. Breen - M.B.T.A.
Mr. A. J. Warren - M.B.T.A.
3. GENERAL
3.1 Before entering upon Railroad premises or property used
and controlled by the Railroad:
3.1.1 The owner or its Contractor shall fully inform
himself of all requirements of the Railroad as
pertains to the specific project and shall
conduct all his work accordingly. Any
questions relating to the requirements of the
Railroad should be directed to the Engineer-
Design, Boston and Maine Corporation, High
Street, North Billerica, MA 01662.
3.1.2 The Owner or its Contractor shall execute the
Railroad's Standard Service Contract (see copy
attached hereto) , and shall provide the Chief
Engineering officer of the Railroad the
insurance specified under Section 9,
3.1.3 The Owner or its Contractor shall take note
that if an excavation is to be made within a 2
to 1 slope line commencing 3 feet from the end
of tie, he shall submit for approval by the
Chief Engineering officer of the Railroad, his
proposed method of preventing the soil from
running.
3.1.4 The Owner or its Contractor shall furnish
detailed plans, for falsework, bracing,
sheeting, or other supports adjacent to the
tracks for approval by the Chief Engineering
Officer of the Railroad, and the work shall be
performed in accordance with the approved
plans. All plans and calculations shall be
stamped by a Professional Engineer registered
in the State in which the work is to be
performed.
3.1.5 The Owner or its Contractor shall furnish to
the Chief Engineering officer of the Railroad
for approval complete sequence and plans with
sufficient detail for checking, for the
installation of temporary supporting or removal
of all members or structures above track. All
such work shall be performed in accordance with
the approved plans and specifications. All
plans and calculations shall be stamped by a
Professional Engineer registered in the State
in which the work is to be performed.
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3.1.6 The Owner or its Contractor shall give written
notice to the Chief Engineering Officer of the
Railroad at North Billerica, MA at least seven
(7 ) days in advance of starting work or
locating equipment at the site. In addition,
the Contractor shall give notice on the
Wednesday, prior to the week he proposed to do
work which might cause any hazard, as described
under Section 4.
3.1.7 The Owner or its Contractor shall make all
necessary arrangements with the Railroad before
entering upon Railroad premises, or Property
used and controlled by the Railroad.
3.2 After entering upon Railroad premises or property used and
controlled by the Railroad.
3.2.1 The Owner or its Contractor shall have in his o
possession on the job site the contract plans
and specifications which bear the stamp of
approval of the Railroad's Engineer of
Design. The Owner or its Contractor shall
conduct all his work according to these plans
and specifications.
3.2.2 All work shall be performed and completed in a
manner fully satisfactory to the Railroad's
Chief Engineering Officer or his authorized
representatives. Railroad inspection of the
work shall be permitted at all times and the
Owner or its Contractor shall cooperate fully
with the Railroad representatives.
3.2.3 All equipment used by the Owner or its
Contractor on Railroad premises or property
used and controlled by the Railroad may be
inspected by the Railroad and shall not be used
if considered unsatisfactory by the Railroad's
representative. Equipment of the Owner or its
Contractor to be used adjacent to tracks shall
be in first class condition so as to positively
prevent any failure that would cause delay in
the operation of trains or damage to Railroad
facilities. Equipment shall not be placed or
put into operation adjacent to a track without
first obtaining the permission of the Railroad.
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3.2.4 Operators of such equipment may be examined by the
Railroad representative to determine their fitness.
If it is determined that they are unfit to work
then the Owner or its Contractor shall remove them
from service.
3.2.5 If the Chief Engineering Officer of the Railroad
deems it necessary, the Owner or its Contractor
shall furnish and erect in close proximity to the
site of the work a suitable, furnished shelter with
lights, heat, telephone, etc. , for Railroad personnel
mentioned previously.
3.2.6 The Owner or its Contractor's work shall be performed
in such manner that the tracks , traffic and appurte-
nances of the Railroad will be safeguarded. He shall
ascertain and comply with the requirements of the
Railroad relative to his work on or adjacent to Rail-
road premises and except as permitted, he shall keep
the tracks clear of obstructions.
3.2.7 Open excavations shall be suitably planked over when
construction operations are not in progress.
3.2.8 Blasting will be permitted under or adjacent to tracks
only after proof that blasting is required and .all
methods have been submitted to and approved by the
Railroad' s Chief Engineering Officer.
3.2.9 The Owner or its Contractor shall be fully responsible
for all damages arising from his failure to comply with
the requirements of these specifications.
3.2.10 If the specifications of the Railroad and the Consulting
firm differ then that which is more stringent shall
prevail.
4. HAZARDS:
4.1 The Contractor' s attention is called to the fact that the
work under the Contract shall be performed adjacent to
tracks, telephone lines, telegraph lines ,
signal lines and electric supply lines of the Railroad.
A maximum speed of about miles per hour will be
considered as prevailing for the operation of trains
of the Railroad at this project.
(Missing data to be determined on an individual basis).
4.2 An operating track shall be considered fouled and subject to
hazard when any object or operation is or can be brought
nearer than 15 feet to the center line of the track.
4.3 A signal line or communication line shall be considered
fouled and subject to hazard when any object is brought
nearer than 4 feet to any wire or cable.
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4.4 An electrical supply line shall be considered fouled and
subject to hazard when any object is brought nearer than
10 feet to any wire of the line.
4.5 Cranes, trucks, power shovels, or any other equipment
shall be considered as fouling a track, signal line,
communication line, or electric supply line when working
a position that failure of equipment with or without load
could foul the track, signal line, communication line or
electric supply line.
4.6 Railroad operations will be considered subject to hazard
when explosives are used in the vicinity of Railroad
premises, during the driving or pulling of sheeting for
footings adjacent to a track, when erecting structural
steel across or adjacent to a track, when operations
involve swinging booms or chutes that could in any way
come nearer than 15 feet to the center line of a track or
wire line. None of these or similar operations , therefore,
shall be carried on during the approach or passing of a train.
4.7 When, in the opinion of the Chief Engineering Officer of th?
Railroad or his representative the construction work would
cause hazard to the safe operation of trains or to other
Railroad facilities including any communication lines on
Railroad premises, the Railroad will employ the necessary
qualified employees to protect its trains and other facilities.
5. CLEARANCES:
Staging, falsework, or forms shall at all times be maintained with
a minimum vertical clearance of above top of the
high rail and a minimum side clearance of from the
center line of track. (Missing data to be determined on an indivi-
dual basis.)
6. PROTECTION SERVICES:
6.1 The Railroad shall require inspection and may require
flagging. Prior to start of any work on the Railroad,
the Owner or its Contractor shall submit a deposit in the
amount required by the Railroad. If Railroad expenses are
greater than the amount of deposit, the Owner or its
Contractor shall reimburse the Railroad for the balance
when billed, and, if the Railroad expenses are less than
the amount of deposit, the Railroad will refund the balance
to the Owner or its Contractor. The Railroad will provide
at its sole discretion such personnel as it deem necessary
or advisable because of the project. The Railroad reserves
the right to request additional deposits as project work
progresses. All checks are to be made out to the Boston and
Maine Corporation.
NOTE: Three days notice is required for the obtaining of
flagging personnel.
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6.2 If the Railroad determines that flagmen are necessary, the
number required shall be on duty at the site during the
hours of hazard described under Section 4. No work shall
be performed if flagmen are required but not on duty.
6.3 It shall be the responsibility of the Owner or its Con-
tractor to keep the Railroad informed at all times, and
prior to such times, when the Owner or its Contractor' shall
be working on, above, or adjacent to the Railroad creating
the hazards described under Section 4. Failure of the Owner
or its Contractor to give the Railroad suitable advance notice
of hazardous operation shall result in the stoppage of the
Owner's or its Contractor's work by the Rialroad, until such
time as sufficient number of flagmen are on duty at the site.
7. INSPECTION:
If deemed necessary by the Chief Engineering Officer of the Railroad
The Railroad will furnish and assign an engineer (s) or inspector (s)
for general inspection purposes or for general protection of Rail-
road property and operations during construction.
6. EXTRA-CONTRACT SERVICES:
8.1 Temporary and permanent changes of tracks and telephone lines,
telegraph lines, signal lines, and electric supply lines made
necessary by or to clear the permanent work of the Contractor
will be made or caused to be made by the Railroad at the ex-
pense of the Owner or its Contractor.
8.2 All other changes made or services furnished by the Railroad,
at the request of the Owner or its Contractor will be at
the Owner's or its Contractor's expense.
9. INSURANCE:
9.1 At his sole expense the Owner or its Prime Contractor shall
obtain, prior to working adjacent to Railroad premises and
entry upon Railroad premises and keep in force during
entire term of the work and for six (6) months subsequent
to completion of work the following amounts and kinds of
insurance. All policies shall be written for a minimum of
one (1) year:
(A) Contractor's Public Liability - (to be determined on
individual basis)
(B) Contractor's Property Damage Liability- (to be
determined on an individual basis)
With
the Boston and Maine Corporation.
the named insured. The insurance shall be
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with endorsement to include coverage of sole negligence
of the Railroad. The ORIGINAL insurance policy shall be
furnished to the Chief Engineering Officer of the Railroad
prior to commencement of work. If the work is being
performed on premises owned by the Massachusetts Bay
Transportation Authority, the Authority shall be named
an additional insured. The Trustees shall "nave the right
to increase the limits of liability for both public lia-
bility and property damage during the life of the agreement.
9.2 The Owner or its Contractor shall furnish the Chief
Engineering Officer of the Railroad an ACCEPTABLE ORIGINAL
policy including endorsements at least seven (7) days
before the location of any equipment of the starting work
on or at the project. The policy is to be delivered to
the Boston and Maine Corporation; High Street; No. Billerica,
Mass. 01862; attention Manager-Agreements and Contracts.
10. EXCAVATION:
10.1 The Owner or its Contractor shall furnish detail plans e
for falsework, bracing, shoring, sheeting, or other
supports for excavation adjacent to the tracks to the
Chief Engineering Officer of the Railroad for approval.
The work shall be performed in accordance with the
approved plans. No approval shall be given until the
advance deposit (item 6.1) has been received. ._ ..
10.2 Open excavations shall be suitably planked over when
construction operations are not in progress.
10.3 As excavation approaches pipes, conduits, or other
underground structures on or adjacent to Railroad
property, digging by machinery shall be discontinued
and the excavation shall continue by means of hand
tools.
10.4 All existing pipes, poles, wires, fences , property
line markers', and other structures, which the Rail-
road's Chief Engineering Officer decides must be
preserved in place without being temporarily or perman-
ently relocated shall be carefully protected for
damage by the Contractor or its Owner. Should such
items be damaged, they shall be restored by the
Railroad, at the Owner's or its Contractor's sole
expense, to at least as good condition as that in
which they were found immediately before the work
was begun.
10.5 If any excavation is taken beyond the work limit
indicated on the approved plans or prescribed herein,
the Owner or its Contractor shall backfill and compact
as prescribed herein at his own expense.
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11. BACKFILL
11.1 Material
The material shall consist of stones, rock fragments and fine,
hard durable particles resulting from the natural disintegration
of rock. The material shall be free from injurious amounts of
organic matter. The wear shall be not more than 60 percent.
The material shall consist of a mixture of stones or rock
fragments and particles with 95 to 100 percent passing the 3
inch sieve and 25 to 70 percent passing the No. 4 sieve.
Not more than 15 percent of the material passing the No. 4
sieve shall pass the No. 200 sieve.
11.2 Backfilling
11.2.1 All backfill material adjacent to a pipe shall be
approved soil. Backfill material shall be free from
hard lumps and clods larger than 3 inch diameter, and
free from large rocks or stumps. Uniformly fine
material shall be placed next to any pipe liable to
dent or break.
2. 2 All backfill material shall be compacted Pacted at near
optimum moisture content, in layers not exceeding 6
inches in compacted thickness by pneumatic tampers,
vibrator compactors, or other approved means to the
base of the Railroad subgrade. Care shall be
exercised to thoroughly compact the backfill under the
haunches of the pipe to insure that the backfill soil
is in intimate contact with the side of the pipe. Fill
at the sides of the pipe may be compacted by rolling
or operating heavy equipment parallel with the
culvert, provided care is taken to avoid displacement
or injury of the pipe. Material in the vicinity
of pipes shall be compacted to not less than 95
percent of AASHO T 99, Method C. The Contractor
will be required to supply, to the jobsite, ballast
stone as prescribed herein to be installed by the
Railroad.
11.3 Certification
The Owner or its Contractor shall provide testing, through the
use of a testing lab or Professional Engineer registered in
the State in which the work is performed, to insure that the
inplace density of the backfill meets or exceeds the
requirements of Section 11.2.2. Written certification of
the tests shall be given to the Railroad immediately upon
completion of the test.
— 18 —
12. BALLAST STONE
12.1 Material
Ballast shall consist of crushed stone with zero to fifteen
percent passing a 1• screen, ninety to one hundred percent
passing a 1.S' screen and one hundred percent passing a 20
screen.
12.2 Installation
The ballast stone shall be installed by Railroad forces
according to Railroad Standards.
13. STEEL SLEEVE REQUIREMENTS
13.1 The outside diameter of the casing pipe shall be a minimum of
thirty (30) inches with a minimum of six (6) inches greater
than the largest outside diameter of the carrier pipe, joints
or coupling.
13.2 The casing pipe shall be designed to withstand Coopers E-80
Railroad loading. Refer to the table below for nominal
minimum thickness of steel sleeve required for a specific
casing pipe diameter.
DIAMETER (INCHES) THICKNESS (INCHES)
30 0.469
32 0.501
34 and 36 0.532
38 to 44 0. 569
46 to 50 0.688
52 to 54 0.813
60 to 66 0.876
Greater than 66 investigate use of steel liner plate
13. 3 The casing pipe shall have a minimum yield strength of 35, 000
psi and conform to the latest revisions of the requirements of
R.W.A. Standards for fabricating electrically welded steel s
water pipes or its equivalent.
13. 4 Method of Installation
13.4.1 The Owner or its Contractor shall submit to the
Chief Engineering Officer, data and information
demonstrating that he or his subcontractor has had
successful previous experience in jacking in similar
circumstances.
13.4.2 Before any work is begun within the limits of
jacking the Owner or its Contractor shall have
assembled all tools, materials, and equipment which
will be required. When the Owner or its Contractor
has started the jacking operation, he will proceed
in a continuous operation without stopping. This
will minimize the tendency of the material to freeze
around the pipe.
- 19 -
13.4.3 A jacking shield shall be used and jacked ahead of
the casing pipe. The excavation within the jacking
pipe should not advance beyond the head of the pipe
shield. If the stability at the face needs to be
maintained from raveling or running soi?, suitable
d bracing shall be,
bulkheads, 4
temporary bu , struts, an
Po
Y
required. After completion of the sleeve
installation the anular space around it shall be
completely grouted with cement grout under pressure.
13. 5 Method of Joining Casing Pipe Ends
The casing pipe shall be jacked without being welded through
the use of a collar plate as shown on the sheet entitled,
"Method of Jacking and Joining the Steel Sleeve Sections".
Upon completion of the jacking operation either the continuous
butt weld will be performed or a continuous interior collar
plate is to be provided as shown.
Alternate Method:
Casing pipe ends shall be beveled with a single V-groove for
field welding. Pipe joints shall be butt welded and shall be
a full penetration on the outside circumference of the pipe.
The single V-groove butt weld shall conform is the
latest
A.W.S. Welding Code. All joints of the casing pipe shall be
butt welded , by a certified welder, prior to being subject to
the jacking operation.
14. GROUND STABILIZATION
If required, it shall be done to the soil prior to the start of
jacking. Stabilization shall be by either dewatering or grouting
or combination of both to maintain the stability of the face of the
heading.
14.1 Dewatering
The Owner or its Contractor shall lower and maintain the
ground water level a minimum of 2 feet below the invert at all
times during construction by well points, vacuum well points,
or deep wells to prevent inflow of water or water and soil
into the heading. Ground water observation wells shall be
installed in the area to be dewatered to demonstrate that the
dewatering requirements are being complied with.
14. 2 Grouting
The grouting contractor shall be a specialist in the field
with a minimum of five (5) continuous years of successfully
grouting soils. All granular soils (silty sands, sand or sand
and gravel) shall be stablizied by injection of a cement or
chemical grout from the ground surface or froi the pipe
heading. The stabilization shall extend as far as necessary
outside the periphery of the casing pipe in order to maintain
a stable face at the heading.
20 -
.Y
' 14. 3 Knowing that dewatering can cause settlement, it will be
necessary that Railroad forces survey the crossing prior to,
during and after construction. If it is found the tracks need
to be aligned and surfaced by the Railroad forces because of
the construction, the cost of this shall be borne by the
owner, or if so designated, by the owner's Contractor.
a
21 -
2 X914 MOLE TAPPEOw SUPPL/EO W.1 rhWr-AOEO
OR ALT. USE 11WZ r- C01-111T/NGS
i COLLER X12
COMYN!/OUS ALL .41mUNO�
A _ i
i - I ✓ACA-INC O/RZ /ON
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�dL_ 3 L _� 3 L L a
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✓.4CK/NG STEEL SL'EEl/E DZ-74M
�TYPIALL {-WEZ.O1N6' TO CDNFOrPW TO T1E L.41-2K57-
NOTES
/f�ELO/NG COOE.BY CERT/F/EO WEL AO / STEEL .5ZZY-VE TO BE 30 MLN. 014.
/2 Z. STEEL SLEEVE TO BE BEYFLED ON
2° 2• 2 6 f N ON 7AF LNTER/OR OF TNEP/PE.
T/IE-CONT/NUOUS BUTT l✓ELO
a~ S , 4LL BE f ERFORMED [tif/EN
T/IE Ce W9PL ETF JACKING OcER,4T/OV
/S FLN1,91&0. 40R ALTERNATE TO
BUTT WELD/NG .5EE NOTE 4.
AS AN AL 7, /51 TO NOTE
— — -— - PROI//DE A CONTLNLIOUS /LATER/OR
r/2 " WELOEO ALL 41POZ.1A1O
8 X12 ~ _ UPON L'OMPLET/ON OF THE
NOTE 4 ✓�4C/r1NG OPERATION
SECT/ONA-A MTy O�TEEL✓SLE&✓E SEC /ONS/Nv
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6&RIT/ED ►tom171
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lei
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+ A /,4R/ES
MAX. FOR 6ROL/T
- - - � L ►
.yOLE SP.4C/NG
- L 30 ,
.STEEL SLEEVE
0-64r
G/,'OUT HOLES H!� Tf/i4'EAOED PLUGS SHALL BE
PRO V/DEO /N TI--1E STEEL SLEEliE" A M/N/NIUM sECT/ON/1 A
OF .� G.S'OUT h�OL ES !V/L L BE RE�U/REO PER A 6Y. 'O L✓,4NOV
/D FOOT K",4 X. ) 5:6-CT/OA1 OF STEEL SL EEIiE. 15 wTT LYITE.'S E3 7q
i
RAILROAD SERVICE CONTRACT
THIS AGREEMENT, made in triplicate this day of
1985, by and between the
, a corporation duly established by
law, with offices at
hereinafter called the "Railroad" , and Party of the First
Part, and both , hereinafter called the
"Contractor" , and
hereinafter called the "Owner" , Parties of the Second Part,
WITNESSETH:
That Whereas the Contractor has entered into a Contract
with Owner for the performance of the following work on
premises of the Railroad, premises used and controlled by
the Railroad or occupied by the Railroad.
DESCRIPTION OF WORK:
and
WHEREAS the work to be performed by the Contractor and
re
its subcontractors agents ents and employees will require the
presence of Railroad employees or agents, the Railroad will
provide at its sole discretion such employees or agents as
it deems necessary or advisable because of the Contractor' s
presence.
The Railroad hereby gives the Contractor permission to
enter upon Railroad premises and premises used and
controlled by the Railroad insofar as it lawfully may and
the Contractor shall comply with all requirements relating
to its work on premises of the Railroad and premises used
and controlled by the Railroad or occupied by the Railroad
as specified in the Contract Plans and Specifications
governing the project and in addition, the Contractor and
Owner, Parties of the Second Part, jointly and severally
agree to:
1. Give to the Chief Engineering Officer of the Railroad
three (3) days written notice of its intent to commence work
on or adjacent to Railroad premises and to give subsequent
advance notices when Contractor' s work is suspended on or
adjacent to Railroad premises for more than three (3)
consecutive days.
Page -1-
- .._ _
2. Perform all work in accordance with plans and -
specifications that bear the stamp of approval of the Chief
Design Engineer or his authorized representative of the
Railroad.
3. Obtain prior to working adjacent to Railroad premises
and entry upon Railroad premises an insurance policy or
policies acceptable to the Railroad. The original insurance
policy shall be furnished to the Chief Engineer of the
Railroad at least 7 days prior to commencement of work.
4. Submit prior to commencement of work a deposit in the
amount required by the Railroad to cover estimated Railroad
expense related to the services provided by the Railroad,
including but not limited to flagging, inspection, track,
bridge and building, signal and communication personnel,
equipment and material. If Railroad expenses are less than
the amount of deposit, the Railroad will refund balance tca
Owner. The Railroad reserves the right to request
additional deposits as project work progresses. If the
Parties of the Second Part fail to make an advance deposit
in the amount requested by the Railroad within five (5) days
of the request, then this agreement shall be considered
terminated and the Contractor shall cease performance of all
work on premises of the Railroad and premises used and
controlled by the Railroad or occupied by the Railroad. In
the event cessation of work is necessary for any reason the
Parties of the Second Part shall leave the premises in a
safe condition satisfactory to the Chief Engineering Officer
of the Railroad.
5 . Pay in full within thirty (30) days all bills rendered
by the Railroad for services performed by or on behalf of
the Railroad under the terms of this contract. All bills
not paid in full within thirty (30) days become past due.
The Parties of the Second Part, jointly and severally,
hereby agree to pay on overdue bills a Finance Charge to be
computed at the highest annual interest rate allowed under
applicable state law. One-twelfth the annual rate shall be
applied to the balance outstanding the first day of month,
less any payments received during the month. The Owner and
Contractor, jointly and severally, hereby covenant and agree
to pay upon demand all costs , damages , charges and expenses,
including reasonable attorney' s fees and expenses incurred
by the Railroad in connection with the enforcement of its
rights hereunder and under any agreement or instrument
referred to herein.
6 . Indemnify and hold harmless the Railroad, its
successors or assigns, its officers , agents, servants and
employees, against any and all loss, cost, damage or expense
and against any and all claims or suits for loss or damage
to property, personal injury or death, arising out of or in
any way referable to the work described above to be
Page -2-
performed by, or for the benefit of, the Owner, Contractor, :
its subcontractors, agents, servants or employees, under the
terms of this contract whether such loss or damage is
suffered by the owner, Contractor, their subcontractor,
agents or servants, by the Railroad, its officers or '
employees, or by others.
7. Submit a nonrefundable fee of $100.00 as reimbursement
for the costs and expenses incident to the preparation of
this Agreement.
IN WITNESS WHEREOF the Contractor and Owner respectively
have hereunto set their hands and seals and the Railroad has
authorized execution of these presents on the day and year
first above written.
By
OWNER
By
Title
CONTRACTOR
By
Title
Page -3-
BOSTON AND MAINE CORPORATION--
IRON HORSE PARK 4L,�
d RECEIVED
NO.BILLERICA, MASS. 01862
617-667-8100 AU
G L G NOD
SALEM PLA(VNIfVG DEPT.
V. R. Terrill
Vice President Engineering
June — 1981
Dear Sirs :
In an effort to provide basic information of the Railroad' s
requirements, we have put together this package. From it you will be
able to make engineering decisions , based on what is acceptable to the
Railroad.
The information given falls into these three general categories :
I. General Information — June 1981
11. Railroad Policies — June 1981
III . Standard Railroad Specifications — June 1981
The information to the above is subject to change without notice.
If you have any further questions please contact the office of the Engineer
of Design (6175 667-8100.
Very truly yours ,
V. R. Terrill
Vice President — Engineering
JHR/kml
enc.
SECTION I
General Information
Boston and Maine Corporation
Engineering Department
June 1981
I. GENERAL INFORMATION
A. Initial Contact :
The Boston and Maine Corporation owns and operates rail lines
in five (5) states in New England and in New York. In 1976 a portion of
the Boston and Maine was sold to the Massachusetts Bay Transportation
Authority, but is still operated over by the B&M. The B&M System and
the MBTA sale is shown on the system map entitled "Boston and Maine
Corp. — Lines Operated", at the end of this section. The sale consists
of lines primarily North and Northwest of metropolitan Boston, within
the Commonwealth of Massachusetts. If the project contemplated is upon
a line owned by B&M, the submission of plans and specifications should
be made to the Chief Engineering Officer, Boston and Maine Corporation,
High Street, North Billerica, MA 01862. Also all legal documents and
agreements should be made with the Boston and Maine Corporation.
If the project contemplated is upon a line owned by the MBTA and operated
by the B&M,' then submission of plans and specifications should be made o
to the Chief Engineering Officer — Railroad Operations — MBTA, 50 High
Street, Boston, MA 02110.
B. Plans and Specifications:
1. SCOPE: It is the intent of the Railroad to eliminate or minimize
any risk involved with the construction upon Railroad property. Therefore,
we require Railroad approval of the plans and specifications for all
phases of the proposed construction. The initial submission should
contain two (2) sets for review with later submission of five (5) sets
for final approval, except that in the case of electrical utilities ,
fourteen (14) sets of plans should be sent in the initial submission for
wire encroachments .
2. PLANS: The plans are to show all the work which involves the
Railroad (in some cases a partial set of the construction plans may be
acceptable) . They should contain a location map, a plan view of the
project, with appropriate cross sections, and sufficient details. The
proposed construction is to be located with respect to top of rail and
centerline of track. Also to be included on the plan is Railroad
Stationing, property lines and subsurface soil conditions. The subsurface
information is to be in the form of boring logs with the borings located
on the plan view. (Please familiarize yourself with Railroad policy with
regards to obtaining borings on Railroad property in Section II A. ) .
All pipe laid on Railroad property or on property adjacent to the
Railroad shall be capable of withstanding Railroad live loading, if
reinforced concrete pipe is used it shall be Class 5 R.C. Pipe.
2 —
Pipe sleeves under Railroad tracks and across Railroad right—of—way
shall not be less than 5'6" below the base of rail. Under secondary
or industry tracks, as determined by the Railroad, this distance may
be 4'6". The length of the pipe sleeve shall be the greatest length
produced from the Railroad requirements shown on the sheet entitled
"Boston and Maine Requirements for minimum Jacking Sleeve Lengths",
see sheet 4.
3. SPECIFICATIONS: The specifications contained in Section III
are the Standard Specifications of the Railroad. They apply to all
types ofconstruction work on the Railroad, including steel sleeves
30" in diameter and greater. These specifications are to be included
in their entirety as a special section on the job specifications.
NOTE: Railroad specifications are the minimum requirements.
In the event• the contract specifications or drawings demand more
stringent requirements, then, pending Railroad approval, the
more stringent requirements will prevail.
On those projects which occur on MBTA property, the Standard MBTA
Specifications are to be used.
C. Review of Plans and Specifications:
1. Project on lines owned by the Boston and Maine Corporation:
The Boston and Maine Corporation requires payment for services it
renders in the review of plans , specifications and related consul—
tations, to cover crossings, bridges, pipes, conduits, wires, etc.
which encroach upon Railroad property. We ask that an initial
advance deposit be made to cover our estimate of the cost of review.
In the event the whole deposit is not used up a refund will be made.
If the deposit is exceeded, then either a further deposit will be
requested, or additional payment required will be shown on bills
rendered. The amount of deposit will be determined at the time the
initial submission is made. No work will proceed until the advance
deposit has been received. Checks are to be made out to the Boston
and Maine Corporation.
2. Projects on lines owned by the MBTA:
In addition to the advance deposit in C. 1, the MBTA has determined
that their cost of handling any project is to be $750 (this cost may
be changed at any time without notification. )
— 3 —
`��- �^ _<� �.:: �r.• - GOSoTON .oPMA1N E CORP. i
LINES1.7
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.•sw . ... J' !LIEN . •_,- I p■•■ COMu•< ry?s1.Aw
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— — ..• �~ .,....n.• R•V[H J ' ' 11 J t tII ! ILnCOORI �C � .•M.
f ! j BOSTON .... _._. .�
VICINITY C<aaC RO<HCl1CR
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..... _..V•,w�a.• wOaCCS[a 'l:]•j •`'- O BOSTON
OECEMEE'R 311971 !
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AV/ SOJ/UN f MA/Nr A[OUTA'GI/fr AbJ &ojre.v L d/A/Nf Afav1..frwtr
!UA' AI/N/MUA/ .AICA%NL J!f!✓f J"(`rN fO9 MIN/MU4 .Afewva d✓!!✓! IIMTrN
I
i rRA rT r rNAC
1IJ A.NL1<
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JAAw. �,JICMC fXrfNSK1V
JO M/N -svwmMf J/!!✓f 7Llr Q�S/O? .f0 N/N,/OYS(iNri S!/!12
G AV 1 Beu'rdv L AfA/N( AYOG�/A'F../!r AV f BOJrov x MA/Nf A'!OU/,w"lr
/OA' MLW.NNAI ..NlKINL JI!!1 F IfNL/1/ fOR "r mfvv,"ew lG V!!ly IfAVrA/
OUF,' ..OF dOSTONs`'ti1,(I/NE iPECJU/r5'EifiIENTS FOS -117/N/MUffil.✓�r^/(/NG •SLEEV
CE/VGT//lS W171`1 25 FEET AS T/S/E,�IBSOL UTE N1�N. Fi4'OM NEA/QEST TlQAC/t
Et/E!9 OFfi'EQU//QEi11ENT5 G/1/ES TE GiPEATEST
jLENGTiy
_ 1
SECTION II •
Railroad Policies
Boston and Maine Corporation
Engineering Department
June 1981
- 6 -
II. BOSTON AND MAINE CORPORATION POLICIES
A. Regarding Obtaining Surface and Subsurface Information.
In the event that the property of Boston and Maine Corporation has
to be entered upon to obtain surface or subsurface information, the
contractor, is to obtain Railroad insurance and execute the Railroad's
Standard Service Contract, prior to any work being done. The Agreement
Engineer should be contacted for information and initiation of this
process.
B. Regarding Underground Utility Crossings.
1. Method of Installation:
(a) In a Public Way: (No work shall be done without a Railroad
Inspector present) .
1. In or immediately adjacent to an at grade crossing which
has been rebuilt within the past ten (10 ) years no open cuts
will be allowed. All sleeves will be installed by the
jacking method.
2. In or immediately adjacent to an at grade crossing not
scheduled for rebuilding the preferred method of installation
is by jacking. As an alternate the sleeve may be installed
by open cut within an acceptable depth, with strict adherence
to the backfill specifications, and with the Owners paying for
the complete rebuilding of the crossing, train schedule permitting.
3. In or immediately adjacent to an at grade crossing scheduled
for rebuilding the preferred method of installation is by
jacking. As an alternate, within seven (7 ) calendar days of
the scheduled date of the crossing reconstruction, the sleeve
may be installed by open cut within an acceptable depth, train
schedule permitting. Strict adherence shall be made to the
backfill specifications which provide the Railroad with
written certification from a testing lab or P.E. registered
in the State in which the work is performed, that the backfill
density requirements of the Railroad specifications have been
met or exceeded.
(b) Not within a Public Way:
The accepted method of crossing the Railroad is by jacking
of a pipe sleeve under the Railroad. only upon written
request, will an alternate of open cut be given consider-
ation. The engineering decision shall be based upon, but
not limited to, the following: 1 - track usage, 2 - depth of
cut, 3 - soil conditions and 4 - physical restraints. In the
event an open cut is allowed the following items shall be
adhered to.
- 7 -
1. The installation is to be a continous operation and
performed to a Railroad approved schedule.
2. No work shall be done without a Railroad inspector
present.
3. Strict adherence to the Railroad backfill specifications
by the Owner or its Contractor.
4. The Owner or its Contractor is to provide the Railroad
with a non-refundable lump sum payment for "after the fact
maintenance." The determination of this amount is based on
the individual situation. No work will be allowed until
this payment is received. This payment is not to be confused
with the advance deposit (for flagging, inspection, etc. )
also required from the Owner or its Contractor before he
enters upon Railroad property. Checks are to be made out to
the Boston and Maine Corporation.
C. Regarding Insurance and Indemnification.
1. Before entering upon the property of the Railroad, the Owner or
its Contractor shall provide the following:
(a) Insurance, as specified in the Railroad specifications.
The original policy shall be provided to the Railroad.
No work will be done until an acceptable policy has- been
received and approved. The Railroad shall have the right
to increase the limits of liability for both public liabi-
lity and property damage during the life of the agreement.
(b) The Contractor shall execute the Railroad 's Standard
Service Contract which indemnifies and saves harmless
the Railroad.
2. In the event that the installation is within a public way, and
the private utility does not hire a Contractor to perform any portion
of the work, the requirements as stated in Section 1. (a) and (b) may
be waived.
D. Regarding Legal Documents for Temporary and Permanent Installations
on:
1. Railroad lines :
(a) Outside Public Ways:
The Owner is required to either obtain a License
Agreement, which includes an annual rental charge, that
may be terminated by either party by giving 30 to 90 days
notice, or the Owner may apply for a permanent easement,
which may or may not be approved by the Railroad.
The procurement of an easement involves considerable
time. Therefore, it may behove the Owner to initially
apply for a License Agreement, thereby enabling con-
struction to commence pending easement negotiations.
(b) Within Public Ways:
The Owner is not required to obtain an easement from the
Railroad or obtain a License Agreement from the Railroad
to install a facility. However, the Owner is required to
conform with the requirements of C-la, C-lb, and the
Standard Railroad Specifications (unless Section C-2
applies).
2. MBTA lines operated and controlled by the Railroad:
(a) Outside Public Ways:
The legal requirements will be as determined solely by
the MBTA, however the Railroad will require written
notification and copy of the Agreement from the MBTA,
indicating that their requirements have been met, prior
to any work being initiated, and the Contractor will be
required to sign a Railroad Indemnity Agreement.
(b) Within Public Ways :
The Owner is not required to obtain an easement from the
Railroad or to obtain a License Agreement from the Railroad
to install a facility. However, the Owner is required to
conform with the requirements of C-la, C-lb, and the
Standard Railroad Specifications (unless Section C-2
applies).
E. Regarding Permanent Clearances.
1. Railroad lines : All clearances for new construction shall
adhere to those dimensions set forth the standard plan N8 entitled
"Boston and Maine Corporation Clearance Diagram New Bridge Construc-
tion". A copy of this standard is located at the end of this sec-
tion. In the event of existing, severe limitations the standard
dimensions may be revised, at the discussion of the Railroad, but
only upon written request.
2. MBTA lines operated and controlled by the Railroad.
(a) Passenger operations only - The Chief Engineering Officer,
Commuter Rail Division - MBTA shall determine the clearance
dimensions required for passenger service.
(b) Railroad freight operations - The Chief Engineering Officer,
Boston and Maine Corporation shall determine the clearance_
dimensions required for freight service.
— 9 —
1I'UN SII
I�,v„1 MA N g
(uIr MIR InP
qR
A 1N1[
A�Jyll
12'If 18'.R'
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F k
1'O
es,-
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fo
510N[ 1,tIALLASTI? _ li• STOW Ir PA(LAST 1�• • f. .tiS
f•Iq; �`..Y ovc ro I'Swrt a1
A,y PPP ADD1I1ONAL CIEARANCCi REQUIRED ON CURVES 4� T '
I�10� 1. INr RF ASE CIOE CLEARANCES I'ON EA(II '.IRF ANR 7. 111 TWFFHI r BOSTON k' MAINE CORPORATION
7RA(NS FOR EACH DFGR(f OT rnnVF.
2.UN SIIrFPfLEVAIrn rRRVFs ADD In IN!11Rf Or CDRVLG ONLY UFARANCE DIAGRAM . .
APPLIrARLE DIMENCIpfl VROIJ UMF Fan,.u,. NEW FRIDGE CONSTRUCTION
Olgl CNc.0 H1n(r(N'd[
. I J
VIC ,v-r 77-7-47,IN
SECTION III
Standard Railroad Specifications
Roston and Maine Corporation.
Engineering Department
June 1981
10 —
SPECIFICATIONS RELATING TO WORKING WITHIN PREMISES OF
THE BOSTON AND MAINE CORPORATION - AND PREMISES .
USED AND CONTROLLED BY THE BOSTON AND MAINE CORPORATION -
No other section of the Project Specifications shall supersed or modify
this Section entitled: SPECIFICATIONS RELATING TO WORK WITHIN PREMISES
OF THE BOSTON AND MAINE CORPORATION AND PREMISES USED AND
CONTROLLED BY THE BOSTON AND MAINE CORPORATION. .
1. -DEFINITIONS
1.1 Railroad: The word "Railroad" means
the Boston and Maine
Corporation , their successors or
assigns and their officers, agents and
servants.
1.2 Owner: The word "Owner" means the individual,
utility, government, or corporation who
has title to the structure to be
constructed upon property owned,
controlled, or adjacent to the Railroad.
1.3 Utility: The word "Utility" includes public or
private communication, water,`sewer,
electric, gas and petroleum companies.
1.4 Government: The word "Government" includes State,
Town, City, County and other forms of
Municipal Government.
1.5 Corporation: The word "Corporation" shall mean any firm
duly incorporated under laws of a State
Government.
"Individual" shall mean an artY
word Y P
1.6 Individual: The o
which is not defined by 1.3, 1.4, or I.S.
1.7 Contractor: The word "Contractor" means the
individual, partnership, firm, corporation
or any combination thereof, or joint
venture, contracting with either a Utility,
Government, Corporation or Individual,
for work to be done on Railroad Property.
1.6 Owner or its
Contractor: The term "Owner or its Contractor" as used
in these specifications shall not affect
the responsibilities of each party as set
forth in the Project Specifications.
2. SCOPE:
These specifications intends to provide for safeguards to the
property owned or controlled by the Boston and Maine Corporation
and to its operations upon that property during construction
operations by the Owner or its Contractor.
no F CaL ricl
triost-or . _ _.
Go rc�o o
C),\ )es�c3r E vis'\r e-ec
-- b-;-M- Cora'. - -- - - - - ----- -
-- - --_ 'Ttoo-_locs�_ Pczr\�
Co cop\e s of �1Ah - 1 Specs
CITY OF SALEM, MASSACHUSETTS
PLANNING DEPARTMENT
F 4,.connixt,�n
GERARD KAVANAUGH `�' ONE SALEM GREEN
CITY PLANNEfl01970
i (617)744-4560
r
S „l
November 19, 1984
Mr. Andrew Warren
Assistant Director of Real Estate Management
Massachusetts Bay Transportation Authority
Transportation Building, 10 Park Place
Boston, MA. 02116
Dear Mr. Warren:
On behalf of the City of Salem, I am writing to request an easement over a
1200 square foot triangular land parcel owned by the MBTA which is located at 16
R Broadway, Salem (Assessors Map 23, Lot 130).
The easement being requested will run adjacent to and next to an existing 10'
wide easement which presently runs from north to south across the western
boundary of the parcel. The proposed easement will be of the same length and
width, all of which is shown on the attached plan. Attached for your review is also
a proposed easement form.
The purpose of the proposed easement is to allow the construction of an 18"
sewer line which will replace an existing 15" line which now exists in the existing 10,
easement.
The City of Salem would appreciate an expeditious decision. Work can
commence immediately upon either the formal granting of the easement or
permission by the MBTA to enter the land and construct the sewer.
If you need any additional information, please contact me (744-4580).
Thank you very much for your cooperation in this matter
Sinc r ly,
Gerar Cavan ugh'
City z/lanner
dey
cc Mr. Gino Palmacci, Director of Real Estate
Mr. Gary Gordon, Chief Design Engineer, B & M Corporation
-to Kassachusetts 3=+Y Transit fUt}":Ori ty owners Of 2
pace? of Imnf in Olen, Ma . described And recorded
t b00k 'j11 X ;F jib Essex ,South Registry of Deeds.
T TO
The city of Salem, with quitclaim covenants an easement
for the purpose of constructing and installing a sewer
pi e :across the aforementioned parcel. Together with the
rights to maintain the some and to enter upon the land
shown on the plan for the purposes of wort: in connection
vith said sewer nine whether by way ofrepairsor otherwise
.,, sem .nt described as follows :
=e3innin`; of the inter-ection of the northerly end
Of t''r 1000 of Joannie viel and the existing 1021oot
ennonent thence :
;12 -G'i-G0 3y the existing 10 foot easement one
hundred twenty (120 ) feet more or less thence ;
S'4- -0o ii distance of ten (10 ) feet thence ;
05, 04_00'd A distance of one hundred twenty (120 )
feet more or less to the land of Jeannie
Tial thence :
crthwesterly 3y the land of Jeannie Viel ten (10 )
feet to the point of beginning.
Said easement containing 1 , 200 square feet more or less
� s shown on plan entitled " Sewer Plan Salem, Ma. " scale
1 "=40 ' September 12, 1984, Parsons and Faia Inc.
:fitness our hands and seals this day of
1984
Commonwealth of I.'assachusetts
Essex SS 1984
Then personally appe,,fired the above named
and ncicnowledgred the foregoing instrument to be his
free act and deed .
3-fore me :
Diotary Public
;y
commission ex-Ares :
L01984(9itl! of Saleni, tt55rzclju5e# NNING DEPT.
Pepartment of Publir Parke
PAUL S.NIMAN inginrerin$ Division
CITY ENGINEER ��p THOMAS E.BURKE
DIRECTOR OF PUBLICSERVICES (One ,Salem Curren ASSISTANT DIRECTOR OF PUBLICSERVICES
December 20, 1984
Mr. Paul DiBiase
DiBiase Construction
10 Lookout Terrace
Lynn£ield, MA. 01940
RE: Development - Pickman Park
Dear Mr. DiBiase:
It has come to my attention that there is some question as to what my office is
requiring for a finished surface on Parallel Street as well as who is responsible
for the repairs to water services and plumbing related to the installation of the
18" sewer in Parallel Street. It seems that a major reason for these questions is
that neither you or your contractor applied for a street opening permit nor is either
of you a licensed drainlayer in the City of Salem. Had you obtained these permits,
which are required, these requirements would have been explained.
Therefore, you are instructed as follows:
1 . To make application for, and obtain a street opening permit for the work
in Parallel Street. Failure to make application by December 28, 1984 will
result in the job being shut down.
2. DiBiase Construction or Modern Continental must apply to become a Licensed
Drainlayer in Salem. The licensed drainlayer is responsible for all work
performed. Failure to make application by December 28, 1984 will result
in the job being shut down.
3. You are required upon completion of the sewer construction, but not before
April 1, 1985, to install a full width overlay on Parallel Street.
4. The public works department will keep track of our costs for repairs to
the water services and plumbing and will bill the licensed drainlayer for
these repairs.
l
"r
2 -
If you have any questions regarding the matter please call me at 744-0241 so
that we may discuss your concerns.
Very trulfy� yours„
Paul S. Niman
Director of Public Services
PSN/cmc
cc: Gerry Kavanaugh, Planning Director
Ron Tiberi, Clerk of the Works
CITY OF SALEM, MASSACHUSETTS
PLANNING DEPARTMENT
F
"Colm"
GERARD KAVANAUGH ONE SALEM GREEN
CITY PLANNER - 01970
(617)744.4580
's �r
'cuss d*'
March 25, 1985
Mr. Gary A. Gordon', P.E.
Engineer of Design
Boston and Maine Corporation
Iron Horse Park
N. Billerica, MA. 01862
Re: Proposed 18" sewer line
Dear Mr. Gordon:
I am in receipt of your letter of February 28, 1985, requesting
an advance deposit of $1500.00 to cover the costs of review df the
proposed sewer line to be located in Salem at 16 R Broadway (Assessors
Map 23 , lot 130) . A check for that amount is enclosed herewith.
I have been informed by the Assistant City Solicitor, Mary
Harrington, that a preliminary license pending final approval of the
easeme$t could be issued to allow construction of the sewer. I would
1 appreciate expeditious action on the issuance of this temporary license
so that construction can commence. Further, because the easement
requested comprises an area of 1200 square feet, the City of Salem
expects that the final cost of reviewing the plans and designating the
easement will be less than the anticipated $1500.00.
Thank you for your cooperation in this matter.
Sinc yy,�a r-
Gerard au augh
City Ian r
dey
Enclosure
CITY OF SALEM, MASSACHUSETTS
PLANNING DEPARTMENT
GERARD KAVANAUGH T ONE SALEM GREEN
CITY PLANNER 01970
(617(744.4580
'r stir
March 27, 1985
Attorney Peter Beatrice
44 School Street
Boston, MA. 02108
Dear Peter:
Pursuant to our conversation today, I am enclosing a letter from I�
Gerry to Mr. Gordon regarding the easement necessary for the Parallel
Street sewer. As we discussed, a $1500 deposit is necessary in order
for the B & M Railroad to review the plans. I expect that most, if not
all , of this deposit will be returned.
Thank you for your attention to this matter. Please feel free
to call if there is anything further I can do to assist.
Sin c17ely,
Dale E. Yale
Planning Department
dey
Enclosure
9
BOSTON& MAINE CORPORATION
AW DELAWARE & HUDSON RAILWAY COMPANY
MAINE CENTRAL RAILROAD COMPANY
IRON HORSE PARK
NO.BILLERICA,MASS.01862
February 28, 1985
4
Mr. Gerard Kavanaugh 111985
City Planner I
City of Salem, Massachusetts r
one Salem Green SALEM PLANNING DEPT.
Salem, Massachusetts 01970
Dear Mr. Kavanaugh
RE: Proposed 18" Sewer Line
This is to acknowledge receipt of your November 19, 1984 letter to
Mr. Andrew Warren of the Massachusetts Bay Transportation Authority on
the above-referenced project. Because of the increased demands on this
department for the review of plans and specifications, the Boston and
Maine Corporation no longer can absorb the cost involved in these
I projects.
Therefore, kindly forward an advance deposit of $1 ,500.00 in order
that I may commit my forces to review the project. In the event it
becomes apparent that the above-mentioned advance deposit is
insufficient to cover the expense, you will be requested to make further
advance payment to cover the estimated engineering expenses directly
related to your project. You will be refunded any unused funds
advanced.
Actual construction costs and rental charges, which may be assessed
in license agreements, shall be in addition to the forementioned advance
deposit.
Very truly yours,
Gary A.(Gordon, P.E.
Engineer of Design
GAG/jf
GUILFORD TRANSPORTATION INDUSTRIES COMPANIES
CITY OF SALEM, MASSACHUSETTS
PLANNING DEPARTMENT
GERARD KAVANAUGH ONE SALEM GREEN
CITY PLANNER 01970
(617) 744.4580
, ftif
March 25, 1985
Mr. Gary A. Gordon, P.E.
Engineer of Design
Boston and Maine Corporation
Iron Horse Park
N. Billerica, MA. . 01862
Re: Proposed 18" sewer line
Dear Mr. Gordon:
I am in receipt of your letter of oFebruary 28, 1985, requesting
an advance deposit of $1500.00 to cover the costs of review of the
proposed sewer line to be located in Salem at 16 R Broadway (Assessors
Map 23 , lot 130) . A check for that amount is enclosed herewith.
I have been informed by the Assistant City Solicitor, Mary
Harrington, that a preliminary license pending final approval of the
easement could be issued to allow construction of the sewer. I would
appreciate expeditious action on the issuance of this temporary license
so that construction can commence. Further, because the easement
requested comprises an area of 1200 square feet, the City of Salem
expects that the final cost of reviewing the plans and designating the
easement will be less than the anticipated $1500.00.
Thank you for your cooperation in this matter.
Sinc y y r
Gerard augh
City lan r
dey
Enclosure
CITY OF SALEM, MASSACHUSETTS
PLANNING DEPARTMENT
GERARD KAVANAUGH ONE SALEM GREEN
CITY PLANNER 01970
N
(617) 744.4560
trout cd�
March 27 , 1985
Attorney Peter Beatrice
44 School Street
Boston, MA. 02108
Dear Peter:
Pursuant to our conversation today, I am enclosing a letter from
Gerry to Mr. Gordon regarding the easement necessary for the Parallel
Street sewer. As we discussed, a $1500 deposit is necessary in order
for the B & M Railroad to review the plans. I expect that most, if not
all , of this deposit will be returned.
, Thank you for your attention to this matter. Please feel free
,
to call if there is anything further I can do to assist.
Sincerely,
_ Dale E. Yale
Planning Department
dey
Enclosure
i
MINUTES OF MEETING
October 25, 1984
The Salem Conservation Commission met at One Salem Green, second floor
conference room, on Thursday, October 25, 1984. Present were Philip Moran,
Christopher Hagger, Raymond Lavender, James MacDowell, and Glenn Yale (8:05
p.m.). Also present were Conservation Aide Charles Frederiksen and City Planner
Gerard Kavanaugh. Alice Akatyszewski was absent.
The meeting was called to order at 7:35 p.m. by Chairman Philip Moran.
PUBLIC HEARING--PICKMAN PARK SEWER
Chairman Philip Moran read the notice of the public hearing.
Mr. Charles Faia of Faia and Parsons Engineering was present to discuss developer
Paul DiBiase's plan to construct a replacement 18" sewer line on Parallel Street and
along the B & M railroad tracks. Presently there is a 15" line on the site. Mr. Faia
noted that the construction of this sewer was a condition of the approval of the
Pickman Park development. He added that there is a building located over the
present sewer line, so they will have to move the replacement line closer to the
wetland area. Easements are currently being negotiated for construction of the
replacement line.
James MacDowell noted he has studied the plan and has also discussed the proposal
with Public Services Director Paul Niman. Mr. MacDowell's major concern is the
width of the dyke which will serve as an access for construction equipment. Mr.
Faia stated they felt 10' would be adequate and Mr. MacDowell felt that was
acceptable. Mr. McDowell felt a condition of the Order should also address the
locations of any cross culverts. A designated representative of the Conservation
Commission should approve these locations prior to construction.
Chris Hagger asked what the duration of the construction will be and Mr. Faia
replied they feel two to three weeks will be adequate to complete the job.
Philip Moran asked where the excavated material will be stored and Mr. Faia felt it
would be trucked off site. Mr. Moran added that proper erosion control procedures
should be followed.
Jim MacDowell suggested that any organic wetlands soil excavated from the site
should be spread over the bank to help in the re-vegetation process. Mr. Faia noted
they propose to loam and seed the embankment when the weather permits. Mr.
MacDowell felt this may not be necessary if the organic soils re-seed quickly.
There being no further discussion, upon the motion of James MacDowell and second
of Christopher Hagger, the public hearing was closed. It was so voted.
Upon the motion of James MacDowell and second of Christopher Hagger, an Order
of Conditions will be issued with the following additional conditions:
Minutes of Meeting--October 25, 1984 Page 2
1. Work shall conform to plan entitled, " dated and
reviewed and approved by Director of Public Services Paul S. Niman.
2. The location of any proposed cross culverts in the new sewer easement shall be
approved in the field by a designated representative of the Conservation
Commission prior to construction.
3. Proper erosion control procedures shall be practiced as specified in the Order of
Conditions issued for Pickman Park/Salem Acres, Inc., DEQE File #64-32.
4. Movement of vehicles and excavated areas shall be limited to the 20' easement
area shown on the plan. This includes storage of all construction materials.
5. Any excess construction materials from the project shall be removed from the
site.
6. Sideslopes abutting existing wetland areas shall be finished with wetland soils
excavated from the site.
It was so voted.
MACKEY
Conservation Aide Charles Frederiksen gave the board a brief overview of the
situation on Legg's Hill Road. Work was observed in what could be described as a
sensitive wetland area. Following assurances from Mr. Mackey's attorney that no
work would take place in the buffer zone, it was determined by the Commission
that the top of the ledge constituted an inland bank. Therefore, all the work Mr.
Mackey was performing was within the buffer zone. Subsequently, an Enforcement
q Y,
Order of issued to Mr. Mackey ceasing further work on the site.
Mr. Timothy O'Keefe, an attorney representing Mr. Mackey, cited a section of the
wetlands regulations, Section 10.54, part 2 c which deals with the definition of a
bank, which he felt refuted the Commission's determination of the actual boundary
of the bank. Mr. Mackey has several contractual agreements to fulfill with gravel
orders and he would like to reach some kind of compromise with the Commission so
that these committments can be fulfilled. Mr. Mackey would like to "split the
difference" between the the level of the invert on the pond and the cast iron pipe
the City maintains and excavate above that level. Mr. O'Keefe further noted that
Mr. Mackey had been requested by the Director of Public Services to provide the
manpower for the installlation of a new control structure for Legg's Hill Pond. Mr.
Mackey would be happy to help the City in this matter. In return, he would like
some assistance in reaching an equitable compromise so he can fulfill his
contractual agreements.
Minutes of Meeting--October 25, 1984 Page 3
Jim MacDowell noted that the work that Mr. Mackey is proposing would certainly
require a filing of a Notice of Intent. The Commission would require a proposed
re-grading plan and erosion control procedures, as well as a long-term plan as to
the finishing off of the site. Mr. O'Keefe replied Mr. Mackey has every intention of
filing, but would like an interim agreement regarding the removal of gravel from
the pit. Jim MacDowell raised the issue of the potential of the possible collapse of
the bank and Mr. Mackey replied he uses extreme care in doing the backhoe work
on the site. Nothing has gone or will go into the pond.
Following some further discussion, it was agreed that the Commission will inspect
the site on Saturday morning, at 9:30 a.m. In the meantime, Mr. Mackey will stake
out a 100' line and the Commission can make a decision as to the extend of work
Mr. Mackey can perform.
NEW ENGLAND POWER COMPANY--EXTENSION OF ORDER OF CONDITIONS #
64-85
Upon the motion of James MacDowell and second of Raymond Lavender, the Order
of Conditions for New England Power was extended for one year. It was so voted.
Vice-chairman Glenn Yale assumed the Chair at this point in the meeting.
RICHDALE
Upon review of the submitted calculations, a motion to accept was made by James
MacDowell and seconded by Christopher Hagger. It was so voted.
MINUTES
Upon the motion of Raymond Lavender and second of Christopher Hagger, the
minutes of October 11, 1984, were approved. It was so voted.
OLD BUSINESS
Conservation Aide Charles Frederiksen gave the Commission an update on the
situation with Ragone. The hazardous material has been removed and the clean fill
has been spread. The gate is locked and a representative of the Commission must
inspect stockpiled fill material prior to placement.
Upon the motion of James MacDowell and second of Christopher Hagger the Cease
and Desist Order was lifted. It was so voted.
Charles Frederiksen had visited the Conservation Area for two specific reasons
recently. Muskrats in the Area had been observed to be behaving in an unusual
manner. It was the general opinion of the board that the blasting taking place in
the area could be causing this problem; however, Mr. Frederiksen will contact the
MSPCA for their input.
Minutes of Meeting--October 25, 1984 Page 4
A resident of Hayes Road, which abuts the Conservtion Area, had requested
permission to trim back some of the low branches which block the trail with a chain
saw. It was the general consensus of the board that chain saws were inappropriate
for the Area. A pile of asphalt was observed at the entrance to the Area from
Hayes Road and the Director of Public Services will be requested to have it
removed.
A question was raised as to the posting of signs prohibiting trail bikes in the
Conservation Area. The signs have been made u but were never posted.
P�
Research will be done as to whether this is acceptable under the terms of the
original grant for the funding of the trails, etc. in the Area.
Upon the motion of James MacDowell and second of Raymond Lavender, a check
for $10 will be forwarded to the Phoenix School to reimburse them for materials
they used in the repair of the bridge in the Conservation Area. It was so voted.
It was generally agreed that better publicity about the Conservation Area was
needed. Leaflets will be placed in the library and other prominent places in the
City. Further, it was felt that a Spring clean-up weekend would be valuable in
maintaining the Conservation Area.
NEW BUSINESS
Chris Hagger has observed further filling operations along the North River and also
off Broadway. These areas will be inspected Saturday.
There being no further business, a motion was made to adjourn. Having passed
unanimously, the meeting was declared adjourned at 9:00 p.m.
Respectfully submitted,
Dale E. Yale
Clerk
2 p
z
U Conservation Commission
Salem. Massachusetts 01970
CITY OF SALEM
CONSERVATION COMMISSION
Will give a public hearing under the Wetlands Protection Act, Massachusetts
General Laws, Chap. 131, Section 40, at the request of Salem Acres, Inc.
The purpose of the hearing is to explore the effects of the replacement of a
lg' sanitary sewer with an 18" sanitary sewer on Parallel Street and along e
Boston and Maine railroad tracks which is adjacent to a wetlands area. T
hearing will be held on Thursday, October 25, 1984, at 7:30 p.m. , One S em
Green, second floor conference room. /
Philip Moran
Chairman
Oct. 15
v
Form 3 DECE File No.
(To 65'..wirJ Lf cry
3, Commonwealth
of f:Sassachusatrs ,, I♦, �� l e'
\� J. .�7
i
No ice of inter
Under the
We','lands 'rot^cc-ion Act, G.L. (.,. '121, '.43'-4
and
�1;�j3j6E:,3aip�,-s for a i�'-partmen' o '"ha �1nny Pc-,n-' i'
Pert I: Can aral Wormatlon
1. La;.�;ion: Siree2Add:ess� ���./l1L.�'�.r�1s
Lot Number
2. Project:Type / W.i—.__ Cescripticr.
3. Ragistry: County—___Current Book,—_ _.—_.--&Paye_
Certificate Of Registered Land,_-_-
e, Applicant
9� � 10 l'fl
. Applicant-��ss= �!-I��J /Iffy,3✓ _--Tei.�._. __._.
Address Uu •7-
_--%/� L� ---
5. Prcpel y C.vner_�.,�_
6. Representa tivi�r ✓1 � ----7et. �—�
Addressu� — � T�T—� -
7. Have the Conservation Commission and the -=R Regional Office each been sent, by certified ;n_ii or
har.a delivery, 2 copies of completed Notice of Intent, with supporting plans and dc:cuments?
Yes ® No
3-1
S • /V Y
B. Have all obtainable permits,variances and approvals required by local by-law been obtained?
Yes ❑ No ❑
Obtained:
Applied Fol: Not Applied For:
9. I;,n,Pohl..,of tP,e sit!3 subject to a v4eUarids Festlic*lcn Order pursuant to G.l_c.
c. 130, §1os? Ycs r' NO ❑
10. ust all pl ,r,r.',anll s:.ipporiing doclurlenta submitted with this Notice of Intent.
::ntl ,ing
Title, Date
Check t�iose resou,ce areas within which work is proposed:
(a)� G.a°ferZone
(b)Irib,'nd:
&.ink°
jLand Subject to Flooding,
`e Bordering vegetated Wetland* X�'ordering
❑ Land Under Water Body&Waterway' Ci:" Isolated
(c) Ca3sial:
❑ L rid Under the Ocean,' ❑ Designated Port Area-
El Coastal Beach' ❑ Coastal Dune
❑ Barrier Brach ❑ Coastal BanX
❑ Rucky Inter0dal Shore' ❑ Salt Marsh*
❑ Land Undei Salt Pond' ❑ Land Containing Shellfish'
❑ Fish Run'
l;:.ce!y to invcive U.S. Army Corps of Engineers concurrent jurisdiction. See General Instructions for
Coi ip{eling Notice of Intent. 3-2
SS
Part;I:Site 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:
— Salts
Vegetation
Topography
Open water bodies(including ponds and lakes)
Flowing water bodies(including streams and rivers)
---4__- Public and private surface water and ground water supplles on or within 100 feet of site
Maximum annual ground water elevations with dates and location cf test
Boundaries of resource areas checked under Part 1, item 11 abov_.
Other
Man-made Features:
� Structures(such as buildings, piers, towers and headwalls)
�—
culverts and open channeh (with inverts), dams and dikes
Drainage and flood control facilities at the site and imn edlate" off the Site, including
9 Subsurface sewage disposal systems
Underground utilities
Roadways and parking areaa
�—_ Property boundaries, easements and rights-of-way
Other
Part III: Work Dascription
Indicate which of the following information has been provided(on a plan, in narrative description or calcuia-
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:
Structures(such as buildings, piers, towers and headwalls)
Drainage and flood control facilities, including culverts and open,channels(with inverts),
dans and dikes
�Zr Subsurface sewaae disposal systems&underground utilities
Filling, dredging and excavating, indicating volume and composition of material
Compensatory storage� areas, where required in a o,j/�oJc-a 4 accordance with Part III, Section 10:57
(4) of the regulations
Other
Point Source Disc;;.arge
Description of characteristics of discharge from point source (both c!csed and open
channel), when point of discharge fails within resource area checked under Part I, item
1 1 above, as supported by standard engineering calculations, data and plans, including
but not limited to the following:
3-3
S9
1. Delineation of the drainage area-contributing to the point of discharge;
2. Pre- uid post-development peak run-off from the drainage area, at the point of discharge, for at least the:
10-ye-,o and 100-year frequency storm;
3. Pre-and post-development rate of infiltration contributing to the resource area checked under Part 1, itern
1 i a:.bove;
4. Es.matad water quality characteristics of pro-and post-development run-off at the point cf d!schar3e-
Part IV*natl!;;ating Mv.+.:a1ro3
1. C!early,completely and accurately describe,with reference to suppoitinq pians a:d calculations wh=re
nec_:s";y:
(a) All rnaasuras and designs proposed to ms,et thEi performance standards s-�t forth undar each ro-
source area specified in Pert II or Part 11!of the regulations;or
(b) why the presumptions set forth under each resource area specified'in Part!I cr Part 1!1 of the regu:a-
tions do not apply.
fJ CoP_.*�I F._,-o=e Area Type:tK pO ,✓� �"�
F/ .��1•r�'=r y �//F�i. (ieiFJ1/Ji.�o ` I Irscr,ti;ying In r.unberor let:cr
,nd /' � 1 of supC`Ort uocumar.'_-
�7��7Z-� pdh%may �i.�,/1!�/ci7a✓ � ��iurJi�.,r
�,�j/Ipc /Lc'eea.,,�7 %cec- T�cc' T ✓ih-C-h�
�.vim✓, ��n
❑ CcP„it Resource Area Type: Identifying number-or fe;car
❑ Inland �'- of support docu;nems -
3-4
. 90
❑ coastal Resource Area Type: Identaying num(.er or le!(ar
Ce Intend of support dooumr,nts
2. Clearty, completely and accurately describe, with reference to supporting plans and celcu!a ions where
necessary:
(a) all measures and designs to regulate work within the Buffer Zona so as to insure that e.�d worb:dear;
not alter an area specified in Part I,Section 10.02(1)(a)of thase ragu:'af:,:,; ; or
(b) if work in the Buffer Zone will ester such an area, all measures and design- :proposed to meet
the performance standards established for the adjacent resource area s, rJSed in Part II or
Part III of Lhasa regulations.
❑ Coastal Resource Area Type&rdered By 100-Foot Cisore^onary Zone: IderOying nunib±ror IeCsr
❑ Inland o1 suppq:'t dcpnments
3.5
91 �.
Part V:Additional Information for a Department of the Army Permit
1. COE Application No.__ _ _._--
(to b9 provided by COE) (Name of waterway)
3. Names and addrosses of property owners adjoining your property:
4. Documard other project dtematives>(i.e.,ot'r;er locations and/or construction methods, partcu!ady t Dse
that ivou!d elicliriot.;the discharge of dredg !d or fill rn_3farial into vraters.or wa*ands)
5. 31/," x 1 '1 " drawings in planvia`.v and cra>s.snction, showing the resource are .:jrd the proposed activ-
ity vvRNn tfr�resource area. Drawings must be to scale and should be clear enough for pt,otocopying.
Cvg ;i z:^c:n o rzni^red from tt e DN,ik)n r i Warr P0!i,_Arn Control before tv =e;1er'r perrn't c.-n be issuad.
Certiczkon m=,y be obt:irr21dby cont2cti-g the Dustin of Weber Pollution Ct..-..V, 1 VVrRer Suaet.Bostclt.
Whore tie acz%^ty will take pace v✓hin t)e area under the Massachusety> apprand Co=st l Zorn
Manogem�;nt Rogr;n, the app'cznt cert a that his proposed zy-Wty ocrrpfes -Ar,.h and v✓illbe corduct d
it a m nncr that is consstent with the approved progr.m.
Inerrmat'tn px1lidedwill:be used in eval_rat-g the app`cation for a permit ar•,d is mace a rrr:Cter of pubir_
ra> ord though ss.Jance of a publ� notce. Dsobsure of this Informawn s voluntary ho,%ever rf nece ary
n crnacan i, riot prcnfr'&d, tie apotat ri canrec6 be processed nor can a rermR be ssu .,d.
I hereby c t.iyunder the pains and penalties of perjury that the foregoing Notic_of Intent and accornpa )yINg
plans, d n. his andsriin Baia are five and complote, to the bast uf my knotwledge.
�.
ahtraU Applicant Date
Signature of Applicants Representative Date
r0 Pf I'A "Exception to ENG Form 4335 approved by HQUSACE. 5 May 1952'.
li L I) V O 100 ( f E S I ) .This dorasu
ent contain, a oint Department of the Army and State of NaaancSv,e , cWication
1 MAY 82 in, a perm:. :o obtain permiaaion to perform acnivaiea in United State, voter. The Offi,
of Stanagem ane and Budget :,ONH) he, approved :Braeg:ear.on, r rev by the US Army Corp,
of E,,r,er, 0NH 7.om.er )70200116 and aep,ravion date of 30 September 1593 app lie,-'. Thio
atateoent will be aet in S point type.
36
LAND COURT SURVEYS DEVELOPMENTS REGISTERED LAND SURVEYOR REGISTERED CIVIL ENGINEER
. . :LOT SURVEYS
CONSULTING
PARSONS AND FAIA, INC.
eiuiC Enyinavu and es -y°u
S93-7927
480 LINCOLN AVENUE SAUGUS. MASSACHUSETTS
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