64-261 - 1A DANIELS STREET COURT - CONSERVATION COMMISSION y 64-261 lA Dariiels.St. Court
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310 CMR 10.99 DEP File No. 64-261
(To be provided by DEP)
Form 5 city/TSalem
an
Applicant Hans & Janet Weedon
Commonwealth
of Massachusetts
Order of Conditions
Massachuetts Wetlands Protection Act
G.L. C . 131, 540
From Salem Conservation Commission Issuing Authority
To Hans and Janet Weedon Same
(Name of Applicant) (Name of property owner)
Salem, MA
AddresslA Daniels Street Court, Address
This Order is issued and delivered as follows:
❑ by hand delivery to applicant or representative on (date)
In by certified mail, return receipt requested on 12/16/96 (date).
This project is located at 1A Daniels St. Court
The property is recorded at the Registry of Essex
Book 6167 Page 398
Certificate (if registered)
The Notice of Intent for this project was filed on 11/7/96 (date)
The public hearing was closed on December 12, 1996 (date)
Findings
The Commission has reviewed the above referenced Notice of jommissioon ntent.and.plans and has
held a publicLhearinq� on the project. Saeed on the information available to the at this
time, the Omm1 51on has determined that the area on which the proposed work is to be done is
significant to the fallowing interests in accordance with the Presumptions umD of Significance set forth in the
regulations for each Area Subject to Protection under the Act
ttcc---)))(check as appropriate):
Public water supply Flood Control t� Land containing shellfish
Private water supply Storm damage prevention 0❑{I Fisheries
Ground water supply Prevention of pollution Protection of Wildlife Habitat
Total Filing Fee Submitted $150.00 State Share $62.50
(1/2 fee in excess of $25)
City/Town Share $37.50
Total Refund Due f City/Town Portion S State Portionf
(1/2 total) (112 total)
Effective 11/10/89 5-1
Therefore, the
Commission hereby finds that the following conditions
are necessary, in accordance with the Performance Standards sG�omm°ssion n the
regulaticnz, '.c protect those interests checked above. The
orders that all work shall be performed in accordance with said conditions and
with the Notice of Intent referenced above. To the extent that the following
conditions modify or differ from the plans, specifications or other proposals
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 measures, shall be deemed cause to revoke
or modify this Order.
2, The 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, ordinances, by-laws or regulations.
4. 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 years, from the date of issuance
and both that date and the special circumstances warranting the
extended time period are set forth in this Order.
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5. 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.
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6. Any gill used in connection with this project shall ba clean fill,
containing no trash, refuse, rubbish or debris, including but not limited
to lumber, bricks, plaster, wire, lath, paper, cardboard, pipe, tires,
ashes, refrigerators, motor vehicles or parts of any of the foregoing.
7 . No work shall be undertaken until all administrative appeal periods from
thisOrder have elapsed or, if such an appeal has been filed, until all
proceedings before the Department have been completed.
B. No work shall be undertaken until the Final order has been recorded
in the Registry of Deeds or the Land Court for the district in which
the 'land is located, within the chain of title of the affected
property. In the 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 shall also be noted on the Land
Court Certificate of Title of the owner of the land upon which the
proposed work is to be done. The recording informatin shall be
submitted to the Commission 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,
"Massachusettsn0p rtment of Environmental Protection,
File Number %Elrl
10. Where the Department of Environmental Protection is requested to make a
determination and to issue a Supersedina Order, the Conservation
Commission shall be a party cc all agenc}' proceedings and hearings before
the Department.
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11. Upon completion of the work described herein. the applicant shall
forthwith rea_uest in writing that a Certificate of Comp Lance be issued
stating th-%r the work has been satisfactorily completed.
12. The work shall conform to the following plans and special conditions :
Plans:
Title Dated Signed and Stamped by: On File with:
Bulkhead Repair 11/7/96 John M. Wathne Salem Conservation Commissior.
1A Daniels St. Ct.
Salem, MA
Special Conditions (Use additional paper if necessary)
See Attached
(Leave space Flank)
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
:-3A
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Salem Conservat ' Commission Conser:aticn Commission
9signeda majority of the Conservation Commission.
On this 112th day of December 19 96 before me
personally appeared the above mentioned , 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.
Notary Public My//commis ionn expires
applicant, the owner, any person agrrieved by this Order, any owner of Land abutting the land upon which
;'h'e proposed work is to be done, or any ten residents of the city or town in which such land is located, are
hereby netified of their right to request the Department of Environmental Protection to issue a Superseding
Order, providing the request is made by certified mail or hand delivery to the Department, with the
appropriate filing fee and Fee Transmittal Form as provided in 310 CMR 10.03(7), within ten days from the
date of issuance of this determination. A copy of the request shall at the same time be sent by certified
mail or hand delivery to the Conservation Commission and the applicant.
m
Detach on dotted lire and submit to the Salem Conservation Comm. prior to commencement of work.
.........:..................................................................................................
To Issuing Authority
Please be,advised that the order of Conditions 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 in accordance with General Condition 8 on
,19
If recorded land, the instrument number which identifies this transaction is
If registered lard, the document number which identifies this transaction is
Signature Applicant
5-4A
Y
SALEM CONSERVATION COMMISSION
SPECIAL CONDITIONS - DEP FILE #64-261
ADDRESS: 1A DANIELS STREET COURT
1. All work shall conform to the above-referenced Notice of Intent, site plan and supporting
documents and those final specifications which shall be filed with the Commission prior to
construction. Any change made or intended to be made to the approved plans shall require the
applicant to inquire of the Commission in writing whether the change is substantial enough to
require the filing of a new Notice of Intent.
2. Members and agents of the Commission shall have the right to enter and inspect the
premises at all reasonable times to evaluate compliance with the conditions in this Order. The
Commission may require the applicant to submit additional data or information necessary for the
Commission to conduct that evaluation.
3. Upon completion of the project, the applicant shall submit, with the 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, the referenced site plan and
supporting documents.
4. This Order shall apply to every successor in control or successor in interest of the property
described int he Notice of Intent and accompanying plans or part thereof. In the event this land or
any part thereof changes ownership before or during construction, the current owner shall notify
the new owner, by registered mail, of this Order prior to the transfer of ownership and shall
forward proof of this notification to the Commission.
5. Equipment servicing and overnight equipment storage must be conducted outside the
buffer zone. Equipment must be maintained to prevent leakage or discharge of pollutants.
6. *No spill or discharge of petroleum products or other pollutants will occur within 100 feet
of any wetland resource area.
7. Notice shall be given this Commission no more than 2 weeks nor less than 2 days prior to
the commencement of construction activities. Said notice shall include, in writing, the names(s),
address(es), and business and home telephone numbers of the project supervisor(s) responsible for
insuring that operations are conducted in compliance with this Order.
8. The Order of Conditions including these Special Conditions shall be posted on site.
*ongoing conditions that do not expire upon completion of the project or issuance of a
Certificate of Compliance.
sd\concom\ooc\I ADANIEL
�Z Conservatim
Commi$sim
�l
Salem. Massachusetts 01970
AW
NCI��y
City of Salem
Conservation Commission
Will hold a public hearing for a Notice of Intent under the Wetlands Protection Act,
Massachusetts General Laws, Chapter 131, Section 40, at the request of Hans and Janet Weedon,
1 A Daniels Street Court, Salem, MA. The purpose of the hearing is to discuss the effects of the
proposed repair to a 75' long existing seawall, driving piles and working from a barge. This
hearing will be held on Thursday,November 14, 1996 at 7:00 p.m. in the second floor
conference room at One Salem Green.
fied Amey
hairman
November 7, 1996
Please send bill to:
Hans and Janet Weedon
I Daniels Street Court
Salem, MA. 01970
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C7R1G1NHL
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GULF OF MAINE
RESEARCH CENTER INC.
Notice of Intent
' Under the
Massachusetts Wetlands Protection Act
(M.G.L. c. 131, §. 40)
' for property at:
1A Daniels Street Court
Salem, Massachusetts
' Prepared for:
Hans and Janet Weedon
1A Daniels Street Court
Salem, MA
Prepared by:
Gulf of Maine Research Center, Inc.
t 204 Lafayette Street
Salem, Massachusetts
' November 7, 1996
' ENVIRONMENTAL CONSULTING SERVICES
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GULF OF MAINE RESEARCH CENTER INC.
' INDEX TO ATTACHMENTS
1A Daniels Street Court
' Salem, Massachusetts
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' ATTACHMENT 1 Wetland Report
(Gulf of Maine Research Center, Inc.)
ATTACHMENT 2 Bulkhead Repair Plans
(Structures North Consulting Engineers)
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310 CMR 10.99 '
' DPP Me No.
(ib be p,ovidai by DEF)
' Form 3Salem, MA
Appiicen:Hans & Janet Weedon
' Cc=sonwealth Department of
of Massachusetts Defense
United States
' Notice of Intent of America
Under the
xassachusetts Wetlands Protection Act, G.L. C. 131, S40
and
' Application for a Department of the Army Permit
' Part I: General Information
1. Location: street Address IA Daniels Street Court
Lot Number Assessors'-Map - 41 , 716t 330
' 2. Project: Type Seawall Repair Description Applicant proposes to repair a 75 foot long
existing seawall The seawall will not be enlarged or relocated. Work will be performed from a
' barge and will include driving new piles between the existing piles. Other work includes
replacing deteriorated portions of the wailers and filling of sink holes.
' 3. Registry: County Essex Cu_rent Book 6167 &'Page 398
Certificate (if Registered Land)
' 4. Applicant Hans and Janet Weedon _Tel 508-744-8579
Address lA Daniels Street Court , Salem, MA 01970
' 5. Property owner Hans and Janet Weedon Tel:.508-744-8579
Address lA Daniels Street Court Salem MA 01970
' 6. Representative Gulf of Maine Research Center, Inc . Tel.508-745-6618
Address 204 Lafa/ette Street Salem MA 01970
t 7. a. Have the Conservation Commission and the Department's Regional office each
been sent, by certified mail or hand deliver, 2 copies of completed Notice of
Intent, with supporting plane and documents? .
' Yes 32 No ❑
b. Has the fee been submitted? Yes Ek No Q
' c. Total Filing Fee submitted $150 . 00
d. city/Town share of Filing Fee 87 . 50 state share of.Filing Fee $62 . 50
' (sent to City/Town) (K of fee in excess of:S25, sent to DEP)
.e. is a brief statement attached indicating how the Applicant calculated the
' fee? Yes ❑ No
' 3-1
Effective 11/20/92 ,;
' GULF OF MAINE RESEARCH CENTER INC.
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SITE LOCUS
SITE: 1 A Daniels Street Court, Salem, MA
' BASE MAP: USGS Topographic Map, Salem Quad. (1985)
SCALE: 1 :25000 metric
s. Have all obtainable permit-, variances and approvals required by local by-law
been obtained?
Yes ❑ No
obtained Applied for: Not Applied For:
' Building Permit
' 9. is any portion of the site subject to a Wetlands ggstricty order pursuant
to G.L. c. 131, 540A or G.L. C. 130, S105? Yes LI No t�
' 10. List all plans=and supporting documents submitted with this Notice of
Intent.
Identifying Title, Date
' Number/Letter
' 1 Wetlands Report (GMRC , 11/6/96)
2 Bulkhead Repair Plans , Sheets C-1 , S-1 , S-2 , S-3
(Structures North Consuiting Lngineers
1
' 11. Check those resource areas within which work is proposed:
(a) 12 Buffer Zone
' (b) Inland:
❑ Bank* Land subject to Flooding
' ❑ Bordering vegetated Wetland* ❑ Bordering
❑ Land Under water Body a Waterway* ❑ isolated
(c) Coastal:
' ❑ Land Under the ocean* ❑ Designated Port Area*
fl Coastal Beach* ❑ coastal Dune
❑ Barrier Beach* )M Coastal Bank
' ❑ Rocky Intertidal shore* ❑ 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! ihtent.
' 3-2
12. 1:4 tY.e proje:t within esLimated habitat which is indicated on the most
recent Estimated Habitat Map of State-Listed Rare wetlands wildlife (if any)
published by the Natural Heritage and Endangered species Program?
YES [ ] No (Xyj Date printed on the Estimated Habitat Nap
' NO NAP AVAILABLE [ ] (if any) 1995
if yes, have you sent a copy of the Notice of Intent to the Natural Heritage
and Endangered species Program via the U.S. Postal service by certified or
' priority mail (or otherwise sent it in a manner that guarantees delivery
within two days) no later -than the date of the filing of this Notice of
Intent with the conservation commission and the DEP regional office?
'
YES [ ] No [ ] (not applicable)
If yea please attach evidence of timely mailing or other delivery to the
Natural Heritage and Endangered species Program.
Part II: site Description
Indicate which of the following information has been provided (on a plan, in
narrative description or calculations) to clearly, completely and accurately
describe existing site conditions.
' identifying
Number/Letter
(of plan, narrative
or calculations)
- Natural Features
1 , 2 soils
1 Vegetation
1 _ Topography
' 1 , 2 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
1 ,2 Boundaries of resource areas checked under Part 1, item 11
above
-' other
Man-made Features:
' 1 . 2 Structures (such as buildings, piers, towers and
headwalls)
-- Drainage and flood control facilities at the site and
' immediately off the site, including culverts and open
channels (with inverts) , dams and dikes
-- subsurface sewage disposal systems. -
' -- Underground utilities
' 3-3
' 2 Roadways and parking areas
2 Prvp:rty bouncP_ri.es. saseaents and rights-of-aay
' Other
Part ins Work Description
' indicate which of thefollowing information has been provided (on a plan, in
narrative description or calculations) 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)
rta„view and cross section of:
2 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 b underground utilities
' 1 . 2 Filling, dredging ;and excavating; indicating volume and
composition of material
' -- Compensatory storage ,areas, .where required in accordance
with Part IIS, section 10.57(4) of the regulations.
-- __ wildlife habitat restoration or repiicaticn areas
' -- Other
' -- Point source Discharge
Description 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
t the following:
1. Delineation of the drainage area contributing to the point of discharge;
' 2. Pre-and post-development peak run-off from the drainage area, at the point of discharge, for at least
the 10-year and 100-year frequency storm;
' 3. Pre- and post-development rate of infiltration contributing to the resource area checked under Part 1,
item 11 above;
4. Estimatedwater giulity`characteristics of pre-'and post-development run-off at the point of
' discharge.
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Part IV: Mitigating Measures
i. Clea:(v. c�aDtetety crd accurately descr'!,e, with reference to supporting plans and calcutations where
necessary:
(a) ALL measures and designs proposed to Beet the performance standards set forth under each
resource area specified in Part 11 or Part III of the regulations; or
(b) why the presumptions set forth under each resource area specified in Part 11 or Part III of the
regulations do not apply.
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' EIX Coastal Resource Area Type: identifying number or
❑ inland letter of support
' documents
COASTAL BEACH
Work within this Resource Area involves. 1 , 2
' driving new pilings between the existing
bulkhead pilings , and will be performed
from a barge to minimize disturbance .
' Although the barge will 'rest on the beach
at low tides , there should be no long ter
alteration to the volume and form of the
' sediments or the the ability to respond
to wave action.
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' NX coastal Resource Area Type: identifying number or
' ❑ inland letter of support
documents
COASTAL BANK
Work within this Resource Area includes 1 , 2
' repair of existing portions of the-bulkhe d.
Because the Bank is protected and stabilized
by the existing bulkhead, it does not function
' as a sediment source; however, it does
function as a buffer to storm waters . Th
proposed repairs will stabilize the Bank
' ' and maintain storm damage prevention and
flood control functions .
1
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' Part IV: Mitigating Measures
i. Clea:iv, -�.Dlete!y rnd accvra_ely descrOv, with reference to supporting plans and calculations where
' necessary:
(a) All aeasures and designs proposed to Beet the performance standards set forth oder each
resource area specified in Part 11 or Part III of the regulations; or
' (b) shy the presuiptiors set forth under each resource area specified in Part 11 or Part III of the
regulations do not apply.
' M coastal Resource Area Type: Identifying number or
❑ Inland letter of support
' documents
LAND SUBJECT TO XOHSTAL STORM FLOWAGE
' A velocity zone exists at the site to an 1 , 2
elevation of 13 feet , as indicated on th "
Flood Insurance Rate Map . The work as
' proposed will reduce the potential of
storm related damage . The existing
bulkhead will not be enlarged or moved;
therefore, the work will not result in .
' any increased potential for flooding of
adjacent properties .
1
XK coastal Resource Area Type: Identifying number or
' ❑ Inland letter of support
documents
LAND SUBJECT TO TIDAL ACTION
' See descriptions for Coastal Bank and 1 , 2
Beach.
1 a ,
' 3-5b
' M coastal Resource Area Type: dentifying number or
❑ Inland letter of support
' documents
TIDAL FLAT
' Consultation with the Department of Marine 1 , 2
Fisheries has indicated that there are no
mapped or otherwise significant shellfish
beds in this area.
See description for Coastal Beach.
1
2. Clearly, completely and accurately describe, with reference to supporting piers 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 10.020)(a) of these regulations; or
' (b) if work in the Buffer Zone will.alter such an area, all measures vd designs proposed to meet
the performance standards astablished fcr the adjacen• resource area, specifies ir. ?art II o^
Part III of these regulation%:
' X7{ coastal Resource Area Type Bordered Identifying number or
Q Inland By 100-Feet Discretionary.zone: letter of support
documents
' COASTAL BANK (BUFFER ZONE)
Work to be performed within the Buffer 1 , 2
' Zone includes removal and replacement
of portions of a 'deck in order to allow
access to the bulkhead, and repair of
sink holes . Original elevations will be
' restored and all disturbed soils stabiliz, d.
A sediment barrier will be installed
between any disturbed soils and the edge
' of the bulkhead, and will remain until
soils are stabilized.
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1 Part V1 Additional Information for a Department of the Army Permit
1 1. COE Application No.
(to be provided by COE)
1 2. Salem Harbor
(Name of waterway)
1 3. Names and addresses of property owners adjoining your property:
-see attached abutters list
1
1 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) ..
1 5. Bpi" x 11" drawings in planview and cross-section, showing the resource
area and the proposed Isctivity within the resource area. Drawings must be
to scale and should be clear enough for photocopying.
1 Certification is required from the Division of Water Pollution control before
the Federal permit can be issued. certification may be obtained by contacting
1 the Division of water Pollution control, 1 Winter. Street, Boston,
Massachusetts 02108.
1 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
,:onsistent with the approved program.
1 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.
1 Disclosure of this information is voluntary; -however, if necessary information
is not provided, the application cannot be processed nor can a permit be
issued.
1 I hereby certify under the pains and penalties of perjury that the foregoing
Notice of Intent and accompanying plans, documents and supporting data are
1 true and complete, to the best of my knowledge.
4Sgnatu plican Dat` -- 7
),,,
Signplicant's presentative Dat
1 FORM "Exception to ENG Form 4345 approved by:NOUSACE, 6 May 1982"
NED 100 (TEST)
1 1 NAT 82 "This document contains a joint Department of the Army and state of
Massachusetts application for a permit to obtain permission to perform
activities in United States waters. The:Officja of Management and
Budget(O148) has approved those questions'required by the US Army Corps of
1 Engineers. OMB Number 0702-0036 and expiration date of 30 September 1983
applies". This statement Mill be set in 6 point type..
1 3-7
' NOTICE OF INTENT FEE 7RANSMITTAL FOFQI
DEPAFaMENT OF ENVIRONKNTAL PfdM7lCiZON
' DIVISION OF WEITANDS AND WATE[3WS
' NOTICE OF INTENT (NOI) APPLICANT: PROPERLY OWNER:
Name Hans and Janet Weedon Name Hans and Janet Weedon
Street lA Daniels Street Court Street lA Daniels Street Court
' City/Town Salem city/Town Salem
' State MA Zip Code 01970 State MA Zip Code 01970
Phone Number 508-744-8579
' project Iorztion: Street/Int Number lA Daniels Street Court
City/Town Salem, MA
DEP FILE NUMBER (if available)
NOT FILING FEE DISPUTED FEE
Total NOI Filing Fee: $ 150 . 00 Total Disputed fee: $
' (as determined in Notioe of
State Share of Filing Fee: $ 62 . 50 Insufficient Fee letter from
(1/2 of fee in excess of $25.00) ooservation ocumission)
' City/Town Share of State Share of Fee: $
Filing Fee: $ 87 . 50 (1/2 of total disputed fee)
' City/Town Share of Fee: $
(1/2 of total disputed fee)
t INSTRUCTIONS
1. Send this Fee Transmittal form with a check or money order, payable to
the c=m=wealth of Massachusetts, to the DEP Lock Bax at:
' Department of IIryironmental Protection
Box 4062
' Boston, MA 02211
2. Attach acro of this form to the Notice of Intent submitted to the _ .
' local Conservation Canmi.ssion.
3. Attach a of this farm and aate( of the DEP check to,each of the
Notice of Intent forms submitted to the DEP regional office.
1
' 11/10/89
FILING FEE CALCULATION WORKSHEET plants, roadwaya/driveways NOT subject to 310 CMR
10.53(3e) SHALL NOT BE SUBJECT TO ADDITIONAL FEES.
CATEGORY 1 $55 PER ACTIVITY $ No. if said activities are reviewed under a SINGLE NOT
A. Existing House/reeidentlal lot (addition, deck, C. Construction of EACH ROADWAY/DRIVEWAY within the
Buffer zone or Coastal Floodzone NOT reviewable
garage,poo 1, ahed,or DRIVEWAY) under 310 CMR 10.53 DO and NOT associated with a SFH
B. Site Preparation (removal of vegetation, exca- _ D. HAZARDOUS WASTE CLEANUP (except as noted in
vation grading where home construction isn't category 4)
proposed under this NOI)
' C. Control of nuisance vegetation by removal, herb- TOTAL CATEGORY 3 ACTIVITIES 0 0
irides, etc. within a Resource Area PER LOT
pursuant to 310 CMR 10.53(4) CATEGORY 4 $725 PER ACTIVITY
' D. Resource Area Improvement pursuant to 310 CMR _ A. EACH WETLAND FILLING/CROSSING LIMITED PROJECT _
10.53 (4) other then IC above ACCESS ROADWAY/DRIVEWAY under 310 CMR 10.53 (3e)
associated with COMMERCIAL, INDUSTRIAL, INSTITU-
'f.. SEPTIC.SYSTEMS or any part [hereof/repairs, _ TIONAL DEVELOPMENT OR RESIDENTIAL SUBDIVISION
replacement, UPGRADING CONSTRUCTION. (-see category 2g for srH driveways')
F. Monitoring Wella/well' B. flood Control Structures (construction, REPAIR,
0—� _
and/or modification)TOTAL CATEGORY 1 ACTIVITIES
C. LANDFILLS-public h private _
CATEGORY 2 $250 PER ACTIVITY D. SAND A GRAVEL OPERATIONS _
A. EACH NEN single family house (SFH) INCLUDING. _ E. NEN railroad lines or EXTENSIONS of EXISTING
site preparation, retention/detention basins, lines —
' utilities, SEPTIC SYSTEM, roadway/driveway other
than those pursuant to'310 CHR 10.53(3e) F. Control of NUISANCE VEGETATION under 310CMR
IF reviewed under a SINGLE NOI 10.53(4) other than on a SFH lot
B. Parking lot/ ANY size _ C. BRIDGES (construction, reconstruction, expansion,_ _
,
C. Beach Nourishment
maintenance) ASSOCIATED with a SFH' lot-_
H. Raising or lowering WATER LEVELS
Os-c)'
D. Coastal Activities pursuant to 310 CMR 10.24 _ I � —
Os-c) including 7a-Electric.Generation Facilities, I. ALTERATION OF RESOURCE AREA d diversion of water
7b-Public Utilities, 7c-Coestel Limited Projects associated with HAZARDOUS WASTE CLEANUP, non-
including REPAIR/MAINTENANCE of EXISTING piers, mosquito control projects, or for ANY OTHER PURPOSE
buildings culverts, etc. NOT EXPRESSLY IDENTIFIED ELSEWHERE IN THIS FEE SCHEDULE
I
1E. LIMITED PROJECT ACTIVITIES pursuant to 310 CMR _ J. DREDGING ACTIVITIES not associated with a NEW _
10.53 (a-d) AND 310 CMR 10.53 (f-1) per footprint dock, pier or other structure described in category 5
F. NEW agricultural/aquaculturel projects _ _ TOTAL CATEGORY 4 ACTIVITIES 0 0
C. EACH WETLAND DRIVEWAY CROSSING associated with _
e SFH pursuant to 310 CMR 10.5}(}e) CATEGORY 5 $2 PER LINEAR FOOT; TOTAL FEET NOT TO BE LESS
ANY point source discharge _ THAN $50 NOR MORE THAN $1000
• ANY OTHER ACTIVITY not described in categories A. Construction, reconstruction, REPAIR, or replace$150_0 0
9 _ ment of DOCKS, PIERS, REVETMENTS, DIKES, or other 6J5 ft)
1,3,4 d 5 engineering structures on COASTAL or INLAND RCSOUR
I07AL CATEGORY 2 ACTIVITIES 0 0 AREAS including the placement of RIP-RAP or other
material on coastal or inland resource areas
CATEGORY 3 $525 PER ACTIVITY TOTAL CATEGORY 5 ACTIVITIES $150 . 00
SITE PREPARATION for ANY development other than TOTAL FILING FEE CALCULATED $ 150 . 0 0
for a SFH INCLUDING removal of vegetation, PERSON CALCULATING FEE SCHEDULE (Print Name)
excavation h grading when actual construction is Joseph H. Orzel
NOT proposed under this NOT
�. CONSTRUCTION OF EACH,BUILDING'within commercial, _ ADDRESS Gulf of Maine. Research Center. Inc .
industrial, institutional, or apartment/condo/ TELEPHONE Ni R5 8-745-6618
townhouse type of development, ANY PART of which
' is in a BUFFER ZONE or RESOURCE AREA. Associated SIGNATURE DATE 1 1 1 19 6
activities: site preparation retention/detention
basin construct Ion.septic syatems, .parking,lots, _
utilities, point sour" diSdWr"a, sewers" treatment
' MACC Newsletter
5
fay HANS J WEEDON# r x — t ` 6 2 2 51m
1A DANIELS ST CT "
SALEM MA,01970 a' N } 19 �? .! 53 2351113
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III 1
' AFFIDAVIT OF SERVICE
' Under the Massachusetts Wetland Protection Act
(to be submitted to the Massachusetts Department of
' Environmental Protection and the Conservation Commission
when filing a Notice of Intent)
' 1, Hugh F. Mulligan , hereby certify under the pains and
' (Name of Person Making the Affidavit)
penalties of perjury that on 11/7/96 1 gave notification to abutters in compliance with
' (Date)
the second paragraph of Massachusetts General Laws Chapter 131, Section 40, and the DEP
' Guide to Abutter Notification dated April 8, 1994, in connection with the following matter:
' A Notice of Intent filed under the Massachusetts Wetlands Protection Act by
Hans and Janet Weedon with the Salem
(Name of Applicant) (Name of Municipality)
' Conservation Commission on 11/7/96 for property located at
(Date)
' lA Daniels Street Court
(Address of Land Where the Work is Proposed)
' The form of the notification, and a list of the abutters to whom it was given and their
addresses, are attached to this Affidavit of Service.
AA+
1�
Date
1
�mwnwr-aa.��K
I
' Notification to Abutters Under the .
Massachusetts Wetlands Protection Act "
' In accordance with ihersecond paragraph of Massachusetts,General Laws -chapter
131, section 40, you are hereby notified of the following. '
A. The name of the applicant is Hans and Janet Weedon
B. The applicant has filed a Notice of Intent with the conservation commission
' for the municipality of Salem Massachusetts
seeking permission to remove, fill, dredge or alter an Area Subject to Protec-
tion under the Wetlands Protection Act (General Laws chapter 131, Section 40).
' C. The address of the lot where the activity is proposed is 1A Daniels Street
Court
1 D. copies of the Notice of Intent may be examined at Salem City Hall, Planning
Department
' between the hours of 8 AM and 4 PM on the following days of the week:
Monday through Friday (8 AM to 7 PM on Thursdays)
' For more information, call: ( 508 ) 745 - 9595 x31 .
check one: This is the applicant ❑, representative ❑, or other 12 (specify) :
Municipality
' E. copies of the Notice of Intent may be obtained from either (check one) the
applicant ❑, or the applicant's representative:M by calling this telephone
number ( 508 ) 745 - 6618 between the hours/of 9 AM and 5 PM on
1 1 the following days of the week_: Monda7 through Friday
' F. . information regarding the date, time, and place of the publia bearing,may be,
obtained from the Planning Department Salem City Hall
by calling this telephone number ( 5 0 8 ) 745 9595 between the
hours of 8 AM and 4 PM on the following days of the week:
Monday through Frida-7 (8 AM to 7 PM on Thursday)
' check one: This is the applicant ❑, representative ❑, or other Ja (specify) :
MurtiCip^1 ] n,
NOTE:. Notice of the public hearing, including its date, time, and place, will be
published at least five (5) days in advance in the SalemNews a
(nane of newspaper)
' NOTE: Notice of the public hearing, including its date, time, and place, will be
posted in the city or Town Hall not less than forty-eight (48) hours in advance.
NOTE: You also may contact your local conservation Commission or the nearest Depart-
ment of Environmental Protection Regional office for more information about this
application or the Wetlands Protection Act. To contact DEP, call:
' central Region: 508-792-7650 Northeast Region: 611=93277600
southeast Region: 508-946-2800 Western Region: 413784-1100
1
p i CITY HALL .z. PAGE:
�`.
'.'SALEM.- MA 01970 p L f'1
CERTIFIED ABUTTERS LIST Cl
SUBJECT-PROPERTY— "—-MAP: .-4I -LOT-0330—SOFF —
PROPERTY ADDRESS: 0001ADANIELS STREET COURT_. t
.;.".,, ASSESSED OWNER- ,'; ' WEEDON'HANS J rp j tr } G1
} ,0 MAP IAT SUFF PROPERTY ADDRESS ASSESSED OWNER MAILING ADDRESS
� . A340330 EEDON AN9 xDANIELSLST CT
,,,,
AM ,
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,Gs JANET A, SALEM=MA"01970
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DERFLINGER H P/DERFLINGER D L TRS SALEM MA 01970
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RT'E - 5� LONGMEADOW RD,,
WESTON MAeO2193 :,. ,a,
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a SALEM MA 01970a
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MARBLEHEAD MA 01945
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GULF OF MAINE RESEARCH CENTER INC.
1
Wetland Report
to accompany a
' Notice of Intent
for property at:
I A Daniels Street Court
Salem, Massachusetts
' Prepared for:
- ' Hans and Janet Weedon
IA Daniels Street Court
Salem, Massachusetts
' Prepared by:
Gulf of Maine Research Center, Inc.
' 204 Lafayette Street
Salem, Massachusetts
November 6, 1996
1
1
1
GULF OF MAINE RESEARCH CENTER INC.
ENVIRONMENTAL CONSULTING SERVICES
204 LAFAYETTE STREET
' SALEM, MA 01970
(508)745-6618
November 6, 1996 FAX (508) 741-8648
Salem Conservation Commission
t One Salem Green
Salem, MA 01970
' RE: Wetland Report
IA Daniels Street Court
Dear Commission Members:
R
' Gulf of Maine Research Center Inc., is pleased to submit this wetland report to
accompany a Notice of Intent being filed with the Salem Conservation Commission and
the Department of Environmental Protection under the Massachusetts Wetlands
Protection Act (M.G.L. c.131, §40) and Regulations (310 CMR 10.00). This report
describes the wetland resource areas present at IA Daniels Street Court in Salem,
Massachusetts (the "site"); the proposed activities at the site; and the measures proposed
to meet the performance standards of the Massachusetts Wetlands Regulations.
Gulf of Maine Research Center, Inc. (GMRC) serves as environmental consultant
i ' for the project and evaluated the site in reference to the Massachusetts Wetlands
Protection Act and Regulations. Structures North Consulting Engineers serves as project
engineer, and prepared the attached Bulkhead Repair Plans (NOI Attachment 2).
' I..O SITE DESCRIPTION
The site consists of approximately 4480 square feet of land located at the end of
t Daniels Street Court, directly adjacent to Salem Harbor (Figure 1). The property is
located within an urban area and is bounded by developed house lots to the north, east,
and west, and by Salem Harbor to the south. The length of the property abutting Salem
t Harbor, approximately 75 feet, is protected by a wooden bulkhead which was constructed
approximately 40 years ago (refer to Bulkhead Repair Plans). Over time, the bulkhead
has deteriorated to a point where sinkholes have developed on the property, endangering
the house. The work being proposed is to repair the bulkhead and fill sinkholes in order
to maintain the stability of the bank and protect the property.
' 2.0 WETLAND RESOURCE AREAS
Gulf of Maine Research Center evaluated the Site for the presence of Wetland
Resource Areas under the criteria set forth in the Massachusetts Wetlands Protection Act
and Regulations. No inland wetland resource areas exist the site, and soils at the site are
mapped by the U.S. Soil Conservation Service as Urban Land. Several coastal resource
i1
GULF OF MAINE RESEARCH CENTER INC.
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FIGURE 1 North
' SITE LOCUS
SITE: 1 A Daniels Street Court, Salem, MA
i ' BASE MAP: Salem Assessors Map #41
SCALE: 1 inch = 100 feet
'
GULF OF MANE RESEARCH CENTER
GULF OF MAINE RESEARCH CENTER INC.
' areas do exist at the site and adjacent to the site where work is proposed. These include:
Coastal Beach, Tidal Flat, Coastal Bank, Land Subject to Coastal Storm Flowage, and
' Land Subject to Tidal Action.
2.1 COASTAL BEACH (310 CMR 10.27)
' Coastal Beach is defined as "...unconsolidated sediment subject to wave,
tidal and coastal storm action which forms the gently sloping shore of a body of
salt water and includes tidal flats." At the site, the coastal beach extends from the
' mean low water line (off site) to the base of the bulkhead.
' Coastal Beaches are significant to storm damage prevention, flood control,
and the protection of wildlife habitat. In addition, coastal beaches which are tidal
flats are likely to be significant to the protection of marine fisheries and shellfish
.(see below).
2.2.1 TIDAL FLAT (3 10 CMR 10.27)
A Tidal Flat is defined as "...any nearly level part of a coastal beach which
usually extends from the mean low water line landward to the more steeply
sloping face of the coastal beach......The National Wetland Inventory map for the
area (Figure 2) indicates a tidal flat (M2FL) located seaward of the bulkhead, and
extending several hundred feet into Salem Harbor. At the site the entire coastal
' beach is relatively level up to the bulkhead; therefore, the tidal flat extends from
mean low water to the bulkhead.
' The Department of Marine Fisheries was contacted by GMRCpersonnel
on 5, November, 1996 to verify any potential presence of shellfish beds or other
significant habitats for marine..fisheries at the tidal flat adjacent to the site. The
DMP indicated that there were no mapped shellfish beds at this location, nor did
they express any significant concerns over the potential impacts associated with
the proposed workprovided that no dredging was to occur.
2.3 COASTAL BANK (310 CMR 10.30)
A Coastal beach is defined as "...the seaward face or side of any elevated
' land form, other than a coastal dune, which lies at the landward edge of a coastal
beach, land subject to tidal action, or other wetland." At the site, the Coastal Bank
extends from the base of the bulkhead to the top of the bulkhead.
' Coastal Banks are likely to be significant to storm damage prevention and
flood control, and function to provide sediment to beaches and/or as a vertical
buffer to upland areas from storm waters. Because the Coastal Bank at the site is
' protected and stabilized by the existing bulkhead, it does not function as a
significant source of sediment; however, it does function as a buffer to storm
waters.
' 2.4 LAND SUBJECT TO COASTAL STORM FLOWAGE (310 CMR 10.04)
Land Subject to Coastal Storm Flowage is defined as "...land subject to
t any inundation caused by coastal storms up to and including that caused by the
100-year storm, surge of record or storm of record, whichever is greater." The
Flood Insurance Rate Map (FIRM) for Salem, panel No. 250102 0001 B dated
' August 5, 1985, shows a portion of the site in a Zone V3 area (Figure 3). This
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WETLANDS
, 1
DanielsSITE: 1A
BASE MAP: .• Salem Quad.
111
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Panel No. 2501020001 • 198511
GULF OF MAINE RESEARCH CENTER INC.
' designation indicates an area of 100 year coastal flood with wave action (velocity
zone), where base flood elevations and flood hazard factors have been
determined.
The base flood elevation indicated on the Flood Insurance Rate Map for
the site is 13 feet. The elevation at the top of the bulkhead wall is approximately
' 13.9 feet above mean low water, and the bottom of the wall is approximately 5.1
feet above mean low water. Land subject to Coastal Storm Flowage is not
presumed to be significant to any interests of the Wetlands Protection Act, and the
' Wetlands Protection Regulations do not provide performance standards for this
resource area.
' 2.5 LAND SUBJECT TO TIDAL ACTION (310 CMR 10.04)
Land Subject to Tidal Action is defined as "...land subject to the periodic
rise and fall of a coastal water body, including spring tides. This resource area is
' not presumed to be significant to any interest of the Wetlands Protection Act, and
the Wetlands Protection Regulations do not provide performance standards for
work within this resource area. At the site, this resource area occurs entirely
within the other resource areas present at the site.
2.6 BUFFER ZONE (310 CMR 10.04)
' The Buffer Zone is defined as "...that area of land extending one hundred
(100) feet horizontally outward from the boundary of any area specified in 310
CMR 10.02(l)(a).", which includes the resource areas Coastal Beach and Coastal
' Bank. The entire site lies within the Buffer Zone of the Coastal Bank, the most
landward of the resource areas with a Buffer Zone. Therefore, all proposed work
is either within a resource area or the Buffer Zone.
' 2.7 RARE SPECIES (310 CMR 10.37)
The 1995-96 edition of the Massachusetts Natural Heritage Atlas shows
' no estimated habitats of state listed rare wetlands wildlife or certified vernal pools
an the site (Figure 4). Therefore, submission of the Notice of Intent to the Natural
Heritage Program is not required under the Massachusetts Wetlands Regulations.
' 3.0 PROPOSED ACTIVITIES
Proposed work involves the repair of an existing wooden bulkhead and
excavation/filling of several sinkholes which have developed on the property. Prior to
repair activities a portion of the existing deck will be removed to allow access to the
bulkhead and the deck will be replaced at the completion of repair work.
In order to stabilize the bulkhead, 24 new pilings (12 vertical and 12 batter) will
be driven into the sediments at locations between the existing pilings. This work will be
performed from a barge in order to minimize disturbance to the tidal flat sediments.
Additional work will involve replacement of several deteriorated sections of wailers, and
driving of 2x6 lumber behind the existing planking where needed to cover holes in the
planking. A detailed outline of the proposed work is provided on sheet S-1 of the
Bulkhead Repair Plans (NOI Attachment 2).
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DanielsSITE: 1A
HeritageBASE MAP: MA Natural Atlas, Salem • .. 1995
1:60,000
GULF OF MAINE RESEARCH CENTER
GULF OF MAINE RESEARCH CENTER INC.
' 4.0 MITIGATION
The performance standards for activities within Coastal Beach and Coastal Bank
' resource areas are provided below along with the measures proposed to meet these
standards. The performance standards for Coastal Beach, including Tidal Flats, are listed
under 310 CMR 10.27 (3) through (7) and state:
' 10.27(3) "Any project on a coastal beach, except any project permitted under 310
CMR 10.30(3)(a), shall not have an adverse effect by increasing erosion,
decreasing the volume or changing the form of any such coastal beach or an
' adjacent or downdraft coastal beach."
• The installation of additional pilings at the existing bulkhead will not result in
increased erosion of the beach, nor will there be any decrease the volume or
' change in the form of the beach.
'
10.27(4) Refers to "Any groin,jetty, solid pier, or other such solid fill structure
which will interfere with littoral drift......
' • Does not apply to the work being proposed.
10.27(5) Allows "...beach nourishment with clean sediment of a grain size
compatible with that on the existing beach.
• Does not apply to the work being proposed.
t
10.27(6) Applies to Tidal Flats which have been determined to be significant to
marine fisheries or the protection of wildlife habitat and states: "In addition to
complying with the requirements of 310 CMR 10.27(3) and 10.27(4), a project on
a tidal flat shall if water-dependent be designed and constructed, using best
available measures, so as to minimize adverse effects, and if'non-water-
i, ' dependent, have no adverse effects, on marine fisheries and wildlife habitat
caused by:
(a) alterations in water circulation
f (b) alterations in the distribution of sediment grain size, and
t '(c) changes in water quality......
• Although there are no known significant shellfish beds on this tidal flat, the
' work being proposed will not cause any alterations in water circulation or water
,quality. If a significant obstruction is encountered while driving a piling, the
obstruction may have to be removed by excavation. If excavation is required, it
' will be done during low tide while the flat remains exposed above water. All
sediments will be replaced in their original layers and the original elevations and
contours will be re-established. Therefore, there will be no permanent alterations
in the distribution of sediment grain size.
10.27(7) ""Notwithstanding the provisions oJ 310 CMR 10.27(3) through (6), no
' project may be permitted which will have any adverse effect on specified habitat
sites of rare vertebrate or invertebrate species, as defined by procedures
established under 3.10 CMR 10.37."
1
1
' GULF OF MAINE RESEARCH CENTER INC.
I ' As noted previously, there is no habitat of rare or endangered wetland species
indicated at or near the site on the most recent Natural Heritage Map.
Because the Coastal Bank at the site does not function as a sediment source, the
performance standards specific to this function (310 CMR 10.30(3) through (5)) do not
' apply. The performance standards which apply to a Coastal Bank which functions as a
vertical buffer to storm waters are 310 CMR 10.30 (6) through (8), which state:
' 10.30(6) "Any project on such a coastal bank or within 100 feet landward of the
top of such coastal bank shall have no adverse effects on the stability of the bank."
• In it's current condition, the stability of the Coastal Bank is in danger. The
' work being proposed will serve to repair the existing bulkhead and stabilize the
bank.
t10.30(7) "Bulkheads, revetments, seawalls, groins or other coastal engineering
structures may be permitted on such a coastal bank except when such a bank is
. ' significant to storm damage prevention or flood control because it supplies
sediment to coastal beaches, coastal dunes, and barrier beaches."
• The Coastal Bank at the site does not supply sediment to beaches or dunes,
therefore seawall construction (repair) may be permitted.
10.30(8) "Notwithstanding the provisions of'310 CMR 10.30(3) through (7), no
project may be permitted which will have any adverse effect on specified habitat
sites of rare vertebrate or invertebrate .species, as defined by procedures
established under 310 CMR 10.37."
• See 10.27(7) above.
' 5.0 CONCLUSION
The project as proposed attempts to minimize wetland impacts where possible and
' provide mitigation where resource area alterations may occur. If excavation is required to
drive any piling, restoration of beach sediments will occur in place, and any such
excavation and restoration of tidal flat sediments will be done during low tide conditions.
It is the opinion of Gulf of Maine Research Center that the proposed work contributes to
the protection of the interests identified in the Act by complying with the general
performance standards established under the Wetlands Protection Regulations for the
resource areas present at the site.
' If you have any questions or require further information regarding this matter,
please do not hesitated to contact me or Joseph Orzel at the letterhead addressor.phone
' number.
4Siurely, ulligan, PhD
1
GULF OF MAINE RESEARCH CENTER INC.
t
GMRC Statement of Professionai
t Qualifications
1
1
1
' SUMMARY
OF
QUALIFICATIONS
' WETLAND AND ECOLOGICAL
' INVESTIGATIONS
' GULF OF MAINE RESEARCH CENTER, INC.
204 LAFAYETTE STREET
SALEM, MASSACHUSETTS 01970
1 (508) 745-6618
(508) 741-8648 (FAX)
1
1
1
GULF OF MAINE RESEARCH CENTER INC.
SUMMARY OF QUALIFICATIONS
GULF OF MAINE RESEARCH CENTER, INC.
' ENVIRONMENTAL CONSULTING SERVICES
' Gulf of Maine Research Center, Inc. (GMRC) is a comprehensive interdisciplinary firm
specializing in providing a full range of cost-effective environmental consulting services
' throughout New England, while adhering to technical standards of excellence. Headquartered
in Salem, Massachusetts, GMRC's staff includes geologists, wetlands biologists, geo-
hydrologists, geophysicists, oceanographers, and other professional scientists with first-rate
technical qualifications. The diverse and experienced GMRC staff allows the firm to assemble
' project teams ideally suited to meet the needs of individual clients. GMRC can help you
creatively solve problems involving environmental and regulatory issues and the firm provides
the necessary assistance to help you move efficiently through the increasingly complicated
' environmental regulatory process.
Examples of GMRC's extensive range of environmental services include:
• Real Estate Transfer Site Assessments (i.e. M.G.L. Chapter 21E)
• Investigations and Waivers under the Massachusetts Contingency Plan
' • Underground Storage Tank Detection, Removal, and Management
• Contaminated Soil Removal and Groundwater Treatment
• Environmental Compliance, Planning, and Permitting Strategy
' • Environmental Project Management
• Environmental Impact Analysis
• Wetlands Identification and Delineation
• Wetland Replication, Mitigation, and Restoration
• Lake, Estuarine, and Oceanic Environmental & Ecological
Assessments
• Preparation of Expert Testimony
' GMRC has developed a solid reputation for high quality client-oriented performance,
adhering to budgets, and timely completion of projects. The firm works closely with local,
state, and federal regulatory personnel and has developed a solid reputation with regional
' environmental regulators, as well as with our diverse private and municipal clients. GMRC is
dedicated to providing economical and environmentally responsible solutions and designing,
reviewing, implementing, and evaluating environmental projects in order to achieve positive
results for our clients.
GULF OF MAINE RESEARCH CENTER INC.
' HAZARDOUS MATERIAL INVESTIGATIONS
GULF OF MAINE RESEARCH CENTER, INC.
' ENVIRONMENTAL CONSULTING SERVICES
' Gulf of Maine Research Center, Inc. (GMRC) has extensive experience with hazardous
material site assessment, investigation, and management. The firm's staff includes
' environmental scientists with training and experience in a number of environmental
disciplines, including geology, geophysics, geohydrology, toxicology, risk assessment,
groundwater contaminant transport, hazardous waste management, and wastewater
' monitoring. GMRC staff scientists are EPA and OSHA certified to perform hazardous
materials investigations throughout New England.
Examples of GMRC's range of environmental consulting services related to hazardous
' materials include:
• Environmental Site Assessments for Real Estate Transfers
(i.e. Chapter 21E Site Assessments)
• Groundwater and Soil Sampling and Analysis, including Test Pit
' Excavation, Monitoring Well Installation, Soil Borings, and Field
Screening of Soils and Groundwater
• Underground Storage Tank Detection and Removal Management
' • Groundwater Flow Modeling
' • Risk Assessments to Determine Impacts of Environmental
Contamination on Public Health, Safety, and the Environment
I ' • Emergency Response Plans for Spills and Releases
• Wastewater Flow and Industrial Emission Monitoring
I ' • Geophysical Surveys
• Regulatory Support with State and Federal Superfund Laws
1 Since 1983, pursuant to the Massachusetts Oil and Hazardous Material Release Prevention
and Response Act (M.G.L. c. 21E) and the Massachusetts Contingency Plan (310 CMR
40.00), GMRC has managed and supervised hundreds of oil and hazardous material site
' assessments and investigations, remedial response plans, and remedial response actions.
GMRC has developed a reputation for designing and implementing cost-effective and
environmentally responsible solutions for projects involving hazardous materials.
GULF OF MAINE RESEARCH CENTER INC.
' WETLAND AND ECOLOGICAL INVESTIGATIONS
GULF OF MAINE RESEARCH CENTER, INC.
' ENVIRONMENTAL CONSULTING SERVICES
' Gulf of Maine Research Center, Inc. (GMRC) offers a full range of expertise with the
identification, classification, assessment, and management of coastal and freshwater
' wetlands. The firm's staff includes environmental scientists, ecologists, and botanists with
training and experience throughout New England. GMRC has designed, implemented, and
monitored a number of wetland replacement and restoration projects, and the firm's
professional staff is familiar with local, state, and federal environmental regulations.
Examples of GMRC's range of environmental consulting services related to wetlands and
terrestrial ecology include:
' • Identification and Delineation of Coastal and Freshwater Wetlands
• Preparation and Review of Environmental Permit Applications
• Functional Assessment of Wetland Resource Areas
• Wetland Replacement and Restoration
• Lake, Estuarine, and Oceanic Environmental & Ecological
Assessments
• Environmental Planning and Technical Report Preparation
• Wildlife Habitat Evaluations
• Vernal Pool Certification
• Water Quality Certification
• Chapter 91 Waterways Licensing and Army Corps Permitting
• Preparation of Expert Testimony
Since 1983, pursuant to the Massachusetts Wetlands Protection Act and Section 404 of the
' federal Clean Water Act, GMRC has managed and supervised hundreds of ecological
assessments and investigations. The firm frequently reviews technical reports for private
parties, as well as for local and state officials. GMRC has developed a reputation for
' designing and implementing cost-effective and environmentally responsible solutions for
projects involving activities in and adjacent to sensitive wetland and terrestrial resources.
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GULF OF MAINE RESEARCH CENTER INC.
Summary of Gulf of Maine Research Center, Inc.
Wetlands Environmental Projects
' Saugus, Massachusetts (1989-Present): GMRC delineated freshwater wetlands
t and prepared a wetland report and permit application for a 27-lot subdivision. The firm
also supervised the construction of a wetland replication area and is currently monitoring
the growth of wetland vegetation.
' Northborough, Massachusetts (1988-present): GMRC prepared a specification
detailing freshwater wetland restoration at the Site bordering a Great Pond. Several acres
of boggy habitat have been altered at this Site, and Gulf of Maine has worked with the
property owner, local authorities, the DEP, and the U.S. Army Corps of Engineers to
design a plan to restore altered hydraulic connections and vegetation. The field
implementation of this project was completed in 1992 and GMRC scientists are currently
' monitoring the success of restored wetlands. GMRC has also been responsible for
obtaining local, state and federal wetland permits, a state Water Quality Certification and
MEPA approval for related projects at the site.
Revere, Massachusetts (1988-present): Working in close contact with the US EPA
and the MA DEP, Gulf of Maine Research Center has designed a two acre saltmarsh
(Spartina alterniflora)restoration area at this Site. Gulf of Maine has supervised all aspects
' of this project,ranging from preparation of a detailed, site-specific wetland restoration
specification, to cultivating marsh plants under greenhouse conditions, to review of the site
plan and proposed saltmarsh hydraulics. The project, which is under federal court order, is
' currently underway.
Saugus, Massachusetts (1995): GMRC delineated freshwater wetlands on the
Saugus River for the U.S. National Park Service at their Iron Works Site.
I ' Windham, New Hampshire (1994): GMRC investigated historical local, state and
federal wetland permits for a partially-completed golf course and provided the prospective
' buyer with recommendations regarding the requirement for additional permits. The firm
confirmed the delineation of Site wetlands by Army Corps of Engineers personnel and
prepared a wetland report and permit application which allowed the construction of cart
paths on the golf course.
1 Danvers, Massachusetts (1988-1993): GMRC has been contracted to the owners of
a Porter River yacht club for several years. During this time period, GMRC has applied for
' and/or obtained a number of permits including DEP Water Quality Certification, MEPA
review, and Federal Consistency Certification. Projects at this Site have included
dredging, stone bank revetment, saltmarsh construction, and yacht club expansion.
Salem, Massachusetts (1985-1993): In order to study the ecological effects of
secondary sewage treatment in the South Essex Sewerage District,GMRC successfully
designed and conducted a water quality and aquatic field study program for Camp, Dresser,
' McKee, Inc., of Boston, Massachusetts. Aspects of this program included a
comprehensive review of existing biological literature and field sampling of zooplankton,
phytoplankton, benthic invertebrates, and macrobenthos (demersal finfish). GMRC
prepared and submited Notices of Intent and biological impact reports for proposed
upgrades to the treatment plant and the treated effluent outfall.
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GULF OF MAINE RESEARCH CENTER INC.
1
' Winthrop, Massachusetts (1993): GMRC served as environmental consultant to
P. Gioioso and Sons, the contractor hired by the MWRA to construct new water supply
lines to the Town of Winthrop and the Deer Island Wastewater Treatment Plant. The
project involved siting of a salt marsh restoration area and preparation of a salt marsh
restoration protocol.
Boxford, Massachusetts (1993): GMRC provided erosion control recommendations
' and a wetland restoration protocol for site preparation activities on a 9 hole expansion of an
existing golf course. GMRC delineated wetlands in an area where an access road crossing
was required and provided recommendations for removal of sediment from an intermittent
stream channel.
1 West Point, New York (1993): As a subcontractor to WCH Industries, Inc., GMRC
assisted in a survey of 154 freshwater wetlands at the West Point Military Reservation.
GMRC scientists mapped the boundaries and vegetation community types of wetlands and
prepared reports describing the vegetation communities and wildlife habitat values of
individual wetlands.
Salem, Massachusetts (1992-93): GMRC was retained by the City of Salem to
provide third-party review of a closure design for an industrial landfill adjacent to a salt
marsh. GMRC reviewed the proposed salt marsh restoration protocol and provided
' guidance to the City of Salem in preparing an Order of Conditions that would adequately
protect Site Resource Areas.
Lynn, Massachusetts (1991-1993): GMRC prepared wetland reports and permit.
applications, a Chapter 91 Waterways License application, and an Environmental
Notification Form for a proposed fast food restaurant adjacent to an Area of Critical
Environmental Concern.
East Bridgewater, Massachusetts (1992): GMRC has been retained by Weymouth
Savings Bank and Sachem Rock Builders in response to a Request for Adjudicatory
' Hearing. The project involved delineation of wetlands believed to have been incorrectly
assessed on the site of a proposed housing development.
Saugus, Massachusetts (1992): GMRC was retained as environmental consultants
by the Lynn Sewer and Water Authority (LS&WA) in response to a lawsuit by a local
landowner. GMRC assessed the role of outfall from LS&WA facilities in wetland
I ' development on neighboring land,preparing testimony and appearing as expert witness in
hearings and court proceedings.
Ipswich, Rowley, and Newbury, Massachusetts (1990): In order to assist the
' MBTA with the proposed Ipswich to Newbury commuter rail extension project,GMRC
identified and delineated protectable wetland resource areas at the proposed train station
sites. This work was done as a sub-consultant to Amman & Whitney, of Boston,
' Massachusetts.
Quincy, Braintree, and Weymouth, Massachusetts (1986-1990): Working as a
sub-contractor to WCH Industries, of Waltham, Massachusetts, GMRC has evaluated the
' potential environmental impacts from the proposed MWRA Quincy/Weymouth sewer line
interceptor. GMRC has prepared the coastal wetland impact portions of the DEIR and
FEIR for the proposed project, and has evaluated potential impacts to salt marsh, rocky
' intertidal shore, mud flats, and other coastal wetlands.
GULF OF MAINE RESEARCH CENTER INC.
' Quincy, Braintree, and Weymouth, Massachusetts (1986-1990): Working as a
' sub-contractor to WCH Industries,of Waltham, Massachusetts,GMRC has evaluated the
potential environmental impacts from the proposed MWRA Quincy/Weymouth sewer line
interceptor. GMRC has prepared the coastal wetland impact portions of the DEB3 and
FEIR for the proposed project, and has evaluated potential impacts to salt marsh,rocky
' intertidal shore, mud flats, and other coastal wetlands.
Salem, Massachusetts (1985-1990): GMRC prepared and obtained all local, state,
' and federal environmental permits for the Collins Cove Condominium project, a residential
condominium project on Salem Harbor. In addition to re-development of this coastal
Salem site, the project entailed the permitting of an extensive rip-rap bank and research into
' coastal pier impacts.
Boston, Massachusetts (1986): As a sub-contractor to Camp, Dresser, McKee, of
Boston, Massachusetts, GMRC reviewed and commented on the 301h Waiver Application
' prepared by Metcalf&Eddy, of Wakefield,Massachusetts. GMRC provided extensive
commentary on this waiver application and worked in conjunction with the US EPA marine
laboratory, in Naragansett, Rhode Island.
' Swampscott, Massachusetts (1986): In order to assist Camp, Dresser, McKee, Inc.,
of Boston, Massachusetts, with a sewer outfall siting study, GMRC conducted bottom
sediment and benthic macroinvertebrate sampling, demersal finfish trawling, plantonic
' diversity studies, and water quality analyses of Swampscott Harbor.
Lynn, Massachusetts (1985): As a sub-contractor to Whitman & Howard, of
Wellesley, Massachusetts, GMRC conducted marine field studies related to the siting of the
Lynn Harbor sewage outfall pipe. This study involved intensive biological and water
quality sampling, and analysis.
' Fall River, Massachusetts (1979-1983): The Director of GMRC designed and
coordinated a major study in Fall River, Massachusetts,for the New England Energy Park
Coal Gassification Plant environmental permitting and siting. This project involved
complete biological and ecological field studies and was coordinated with E G &G,
Bechtel, Westinghouse, Eastern Gas & Fuel, and a variety of local, state, and federal
permitting agencies.
GULF OF MAINE RESEARCH CENTER INC.
1
ENVIRONMENTAL SERVICES
' PROFESSIONAL REFERENCES
' Client Project Name Project Date
& Location Description
Bill Flynn's Golf Course Far Comers Golf Wetland delineation,permit 1993-1995
' Management& Development Course,Boxford,MA application preparation,review
P. O.Box 429 of previous wetland permits,
Danvers, MA 01923 Windham Golf wetland analysis functional
' Course,Windham,NH
contact: William Flynn George Wright Golf
508-664-6438 Course,Hyde Park,M
tCornerstone Corporation Numerous Wetlands delineations, 1986-1995
Dedham,MA Environmental Notice of Intent prep-
Projects aration,expert testimony,
' contact: Thomas Southworth in Massachusetts hazardous material site
(617)364-8705 inspections,remedial response
Tans,etc.
' Salem, City of Review of GTE Provide 2nd party review 1991-1995
One Salem Green Glass Landfill for City of Salem,
Salem, MA Salem, MA including wetlands,
' hazardous material,&
contact: William Luster MEPA review
City Planner
508 745-9595
Juniper Hill Golf Course. Juniper Hill Golf New Golf Course, 1988-1995
202 Brigham Street Course Construction (MEPA ,
Northboro, MA 202 Brigham St. filing,wetlands& water
Northboro,MA withdrawal permits,
contact Dudley Darling wetland replacement)
Vice President
' 508 393-2444
Lynch,DeSimone,& Nylen Numerous Wetlands delineations, 1986-1995
Attorneys at Law Environmental Notice of Intent prep-
One Post Office Square Permitting Projects aration,expert testimony
Suite 3500 in Massachusetts
Boston,MA
' contact: Richard A.Nylen
617 367-2500
' Serafini,Serafini, & Site Assessments Ten plus wetlands& 1985-1995
Darling,Attorneys at Law Essex County waterways license
63 Federal Street Massachusetts applications
Salem, MA
contact: John Serafini, Sr.
508 744-0212
GULF OF MAINE RESEARCH CENTER INC.
' ENVIRONMENTAL SERVICES
PROFESSIONAL REFERENCES
(CONT.)
' Client Project Name Project Date
& Location Description
' Lopes Construction Co,. Wellington Country Delineate wetlands,wildlife 1989-1992
Taunton, MA Club review,prepare all permit
' Dighton, MA applications,& work with
contact: Arthur Silvicra local&state regulators
617 824-4834
' Camp,Dresser,McKee SESD Secondary Conducted wetlands and 1987-1993
Ten Cambridge Center Sewage Treatment waterways studies,
Cambridge,Massachusetts Facilities benthic&pelagic
Salem, MA sampling, outflow
' contact Jane Wheeler analysis,etc.
617 577-8981
' Massachusetts Bay Trans- Salem-Beverly Delineate wetlands&obtain 1986-1987
portation Authority(MBTA) Railroad Bridge, local regulatory approval for
Boston,MA North Shore commuter rail extension in
Commuter Rail North Shore communities
' contact: Jane Chimelinski Ipswich extension
617 722-3152
' North Shore Community College New Campus Delineate wetlands and obtain 1986-1987
Beverly,MA N. Shore Community approval for temporary&
College permanent access road&site
contact Richard Passero Beverly,MA layout at new college site
' 508 922-6722
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1
I ' HUGH F. MULLIGAN, Ph.D.
' Education
Cornell University, Ph.D. 1966
' Graduate School of Oceanography
University of Rhode Island 1962-1963
' Cornell University, M.S.T. 1962
Salem State College, B.S. 1958
' OSHA Health and Safety Training Course 1996
Summary of Experience
In his work at Gulf of Maine Research Center, Inc.,Dr. Mulligan has reviewed over
1,500 final project reports. He has worked as Program Manager and supervisor for
' hundreds of public and private wetland permitting projects which involved delineation of
state and federal wetlands, a wetlands assessment, and, in many cases, wetland
replication.
Professional Experience
1983 - Gulf of Maine Research Center, Inc.
present Director and President
Dr. Mulligan is the Director and President of Gulf of Maine Research Center, Inc. He
' has served as Principal Scientist and Project Manager on many of Gulf of Maine's major
projects dealing with wetland permitting,identification and delineation of state and federal
wetlands, and wetland replication and restoration. Dr. Mulligan has authored more than
' 50 scientific publications in such fields as limnology, aquatic botany, phytoplankton and
oceanography, and has presented papers at national and international symposia.
' Dr. Mulligan served as Project Manager on wetlands investigations for
a project dealing with the construction of a proposed sewer interceptor
system through marshland. Major issues included the preservation of
' vegetation and the marsh, disruption of nesting and spawning grounds
for waterfowl and finfish, and generation of turbidity plumes from
dredging and filling operation that clog filters and gills on shellfish and
' finfish. Prepared the coastal wetland impact portions of the DEIR and
FEIR for the proposed project and evaluated potential impacts to salt
marsh, rocky intertidal shore, mud flats, and other coastal wetlands.
' Dr. Mulligan served as Project Manager for the development of a salt
marsh restoration plan for a site in Revere, MA. Details of this project
ranged from the preparation of a site specific wetland restoration
1 specification, to cultivating marsh plants under greenhouse conditions,
to review of the site plan and proposed saltmarsh hydraulics.
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GULF OF MAINE RESEARCH CENTER INC.
' Dr. Mulligan served as Project Manager for a water quality and aquatic
field study program for Camp,Dresser, McKee, Inc., of Boston,
Massachusetts designed to study the ecological effects of secondary
' sewage treatment in the South Essex Sewerage District,. Aspects of
this program included a comprehensive review of existing biological
literature and field sampling of zooplankton, phytoplankton, benthic
' invertebrates, and macrobenthos (demersal finfish). Prepared and
submitted Notices of Intent and biological impact reports for proposed
upgrades to the treatment plant and the treated effluent outfall.
1 Dr. Mulligan served as Project Manager for a City of Salem project to
provide third-party review of a closure design for an industrial landfill
adjacent to a salt marsh. The project involved the review of the
proposed salt marsh restoration protocol and guidance to the City of
Salem in preparing an Order of Conditions that would adequately
protect Site Resource Areas.
As Project Manager for a sewer outfall siting study in Swampscott,
Massachusetts, Dr. Mulligan conducted bottom sediment and benthic
macroinvertebrate sampling,demersal finfish trawling, plantonic
' diversity studies, and water quality analyses of Swampscott Harbor.
As Project Manager Dr. Mulligan was involved in the design and
coordination of a major study in Fall River, Massachusetts, for the
New England Energy Park Coal Gassification Plant environmental
permitting and siting. This project involved complete biological and
' ecological field studies and was coordinated with E G &G,Bechtel,
Westinghouse,Eastern Gas &Fuel, and a variety of local, state, and
federal permitting agencies.
' Dr. Mulligan has been Project Manager to engineering firms in evaluating
compliance of numerous ocean outfalls into Massachusetts Bay. He has
also conducted a series of seasonal sampling at ocean outfall locations
' from Salem to Boston.
' 1977-1983 EG&G Environmental Consultants
300 Bear Hill Road
Waltham, Massachusetts
' EG&G is a Fortune 500 firm which manufactures scientific equipment and provides
services to government and commercial clients. From August, 1979 to June, 1983, Dr.
' Mulligan designed, staffed, and managed a$3.5 million environmental program for a
proposed synthetic fuels project in Massachusetts. He coordinated the regulatory and
environmental siting studies with Bechtel, Westinghouse and Texaco project engineers.
Dr. Mulligan assembled a technical staff at EG&G and provided environmental services to
offshore oil and gas commercial clients and government agencies. Dr. Mulligan provided
environmental services to EG&G manufacturing and service divisions on hazardous waste
management and environmental regulatory compliance matters. Other projects managed by
' Dr. Mulligan at EG&G included ocean dumping,drilling mud disposal studies, dredging
studies and siting of chemical plants.
GULF OF MAINE RESEARCH CENTER INC.
' 1975-1977 New England River Basin Commission
Boston, Massachusetts
' The New England River Basin Commission was a regional planning agency which studied
water issues to New England. As part of a major Department of Interior study, Dr.
Mulligan was responsible for providing environmental assessment studies for onshore
industries (e.g., refineries,pipe coating yards, etc.), which could be located in New
' England as a result of oil and gas exploration and production on the Outer Continental
Shelf.
' 1974-1975 Lawler, Matusky and Skelly Consulting Engineers
Pearl River, New York
' Lawler, Matusky and Skelly Consulting Engineers is an architect-engineering firm for
which Dr. Mulligan managed environmental monitoring programs and environmental
assessments of the thermal discharges from several power plants on the Hudson River.
1
1970-1974 University of New Hampshire
' Durham, New Hampshire
Dr. Mulligan was an Associate Professor of Botany and developed a teaching and research
program in Marine Botany and Phytoplankton Ecology. He trained undergraduate and
graduate students through the Ph.D. degree and investigated the plankton of Great Bay,
New Hampshire; coastal New England; Massachusetts Bay; Georges Bank; The Gulf of
Maine; and Boston Harbor. He published several important scientific papers on the New
' England Red Tide. Daring this period,Dr. Mulligan was a special consultant on aquatic
weed growth at hydro-electric projects in West Africa for FAO and the United Nations
Development Programs and organized and taught a Tropical Botany course in Puerto Rico.
' 1966-1970 Cornell University
Ithaca, New York
1 Dr. Mulligan served as Assistant Professor of Aquatic Studies. He taught courses on
aquatic plant ecology, trained undergraduate and graduate students through Ph.D. level,
' and conducted research on aquatic plants and nutrient cycling in lakes, marshes, and
ponds. He established, obtained funds for, equipped, staffed and managed an
experimental pond facility at Cornell. He developed research programs with aquatic
' weeds, plankton and plant nutrients in growth chambers, greenhouses, and experimental
ponds. He also conducted research on aquatic weeds in Puerto Rico.
1963-1966 Cornell University
Ithaca, New York
' While working as a full-time graduate student, Dr. Mulligan managed an NSF Academic
Year Institute graduate program for the Dean of the Graduate School at Cornell University
which involved the preparation and submission of competitive grant proposals; program
' development and implementation; solicitation, screening, and selection of 35 graduate
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GULF OF MAINE RESEARCH CENTER INC.
students per year; and the management of financial, administrative and educational aspects
of the program.
' Selected Publications and Reports
' Mulligan, H. F. 1993. Salt Marsh Restoration Specifications in Winthrop, Massachusetts
for the Massachusetts Water Resource Authority. Gulf of Maine Research Center,
Inc.
' Mulligan, H. F. 1993. Delineation of State and Federal Wetlands on a 200 Acre Parcel in
Windham, New Hampshire. Gulf of Maine Research Center, Inc.
' Mulligan, H. F. 1993. Delineation of Wetlands on a 100 Acre Parcel in Boxford,
Massachusetts. Gulf of Maine Research Center, Inc.
' Mulligan, H. F. 1992. Expert Testimony on Wetland Delineation of a 35 Acre Wetland
Parcel Scheduled for Development in Saugus, Massachusetts. Gulf of Maine
Research Center, Inc.
' Mulligan, H. F. 1992. Technical Assistance to Ensure Adequate Salt Marsh Restoration in
Unpermitted Solid Waste/Hazardous Waste Landfill in Salem, Massachusetts. Gulf
' of Maine Research Center, Inc.
Mulligan, H. F. 1991. Oceanographic Services in Support to Siting South Essex Sewage
Secondary Treatment Facilities. Gulf of Maine Research Center, Inc. Subcontract
' to CDM.
Mulligan, H. F. 1991 Salt Mash Restoration Plan for a Two Acre Salt Marsh in Revere,
' Massachusetts in Consent Order for U.S. EPA on Behalf of Caruso Construction,
Inc. of Revere, Massachusetts.
' Mulligan, H. F. 1990. Environmental Assessment of Proposed Sewer Connector for
Quincy-Weymouth Sewer Interceptor DEIR/FEIR Subcontractor to WCH
Industries, C. E. Maguire, MWRA.
' Mulligan, H. F. 1986 Reviewed MWRA Boston Harbor 301(h) Secondary Treatment
Waiver Application with U.S.EPA Scientists. Subcontractor to CDM and MWRA.
Mulligan, H. F. 1986. Biological and Water Quality Studies in Swampscott Harbor
' Subcontractor to CDM and Town of Swampscott.
Mulligan, H. F. 1986. Biological and Water Quality Studies in Salem Sound.
Subcontractor to CDM and South Essex Sewage Authority.
' Mulligan, H. F. 1985 Biological and Water Quality Studies at Lynn Harbor Outfall as Part
of 301(h) Secondary Treatment Waiver Application. Subcontractor to Whitman and
Howard, Inc. and Lynn Water and Sewer Authority.
Mulligan, H. F. 1984 Supplementary EIS to Evaluate Water Quality Impacts of Sewage
Disposal in Boston Harbor as Subcontractor to CE Maguire, US EPA Contractor.
' Mulligan, H. F. U.S. and South American Regulations regarding disposal of Produced
Waters. International Environmental Information Center. Salem, MA.
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' GULF OF MAINE RESEARCH CENTER INC.
' Mulligan, H. F. 1984. Sensitivity of the South China Sea to Offshore Oil and Gas
Exploration. International Environmental Information Center. Salem, MA.
' Mulligan, H. F. 1984. Report on Peoples Republic of China's Present and Proposed
Environmental Regulations Applicable to Offshore Oil and Gas explorations in
South China Sea. International Environmental Information Center. Salem, MA.
Mulligan, H. F. 1984. Air Quality Standards, Regulations and Conditions - A
comparative study of selected Western European Countries and the United States.
' Gulf of Maine Research Center. Salem, MA.
Mulligan, H. F. et. al. 1983. Report proposing Exemption for RCRA Stacks testing
' requirements of Hazardous Waste Incinerator at Kennedy Space Center.
Mulligan, H. F. et. al. 1983. Draft Environmental Report for New England Energy Park
MEPA Filing.
' Mulligan, H. F. et. al. 1982. New England Energy Park Notice of Intent for MEPA
Filing.
tTong, E. Y., and H. F. Mulligan. 1981. New England Energy Park PSD aerometric
analysis - A summary progress report. Proceedings of Northeast Atlantic
International Section of Air Pollution Control Assoc., Providence, Rhode Island.
Robson, D. S., C. A. Menzie and H. F. Mulligan. 1980. An environmental monitoring
study to assess the impact of drilling discharges in the Mid-Atlantic. II. An
experimental design and statistical methods to evaluate impacts on the benthic
environment. Research on Environmental Fate and Effects of Drilling Fluids and
Cuttings.
Mulligan, H. F. et. al. 1979. Analysis Report. The Distribution of Primary Production
and Phytoplankton Species on Georges Bank. 13th Quarterly Progress Report to
U.S. Bureau of Land Management.
Mulligan, H. F. gt_al. 1978. A baseline environmental assessment for ocean disposal of
dredged materials near Roosevelt Roads Naval Station,Puerto Rico. Prepared for
the U.S. Army Corps of Engineers, Jacksonville, Florida.
Mulligan, H. F. et. al. 1978. Criteria for the management of dumping wastes at sea.
' Prepared for the Federal Department of the Environment, Australia.
Mulligan, H. F., and C. A. Menzie. 1978. An approach to preparing environmental
reports for exploratory drilling on the outer continental shelf. Oil and Gas Journal,
' July 3, 1978.
Mulligan, H. F. et. al. 1977. Fact book: Onshore Facilities Related to Offshore Oil and
' Gas Development. A Report of the New England River Basin's Commission
(NERBC) Project 'Development and Application of a Methodology for Siting
Onshore Facilities Associated with OCS Development." Conducted under .
' agreement with the Resource and Land Investigations (RALI) Program of the U.S.
Department for the Interior's Geological Survey. NERBC, Boston, Massachusetts.
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GULF OF MAINE RESEARCH CENTER INC.
' Mulligan, H. F. 1977. Strategy for Minimizing Environmental Impacts in Siting of
Industrial Facilities which Support Offshore Oil and Gas Development in the
1 Coastal Zone RALI Program. NERBC, Boston, Massachusetts.
Mulligan, H. F. 1976. Chemical Discharge and Toxicity Report for the Bowline
' Generating Station of Orange and Rockland Utilities, Inc. Lawler, Matusky and
Skelly Engineers, Tappan, New York.
Mulligan, H. F. 1976. Chemical Discharge and Toxicity Report for the Lovett Generating
' Station of Orange and Rockland Utilities, Inc. Lawler, Matusky and Skelly
Engineers, Tappan, New York.
1 Mulligan, H. F. et. al. 1975. Water Quantity and Quality and Environmental Impact
Assessment Studies of the Hudson River for National Commission on Water
Quality. Lawler, Matusky and Skelly Engineers, Tappan, New York.
' Mulligan, H. F., et. al. 1974. Impact of an oil refinery on the New Hampshire marine
environment. (In the Impacts of an Oil Refinery Located in Southeastern New
Hampshire: A Preliminary Study), University of New Hampshire Press, Durham,
' N. H., Chapter X, 89 p.
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GULF OF MAINE RESEARCH CENTER INC.
JOSEPH H. ORZEL
Education
' University of New Hampshire
Wetland Delineation and Evaluation Classes 1993
i ' University of New Hampshire
M.S. Program, Wildlife Ecology 1982-1985
' State University of New York
College at Fredonia, B.S., Biology 1981
' OSHA Health and Safety Training Course 1996
Summary of Experience
' Mr. Orzel has served as an Associate Environmental Scientist on various environmental
investigations. His experience includes wetland inspections and delineations, and
monitoring of wetland replication areas. He has also prepared Notices of Intent under the
' Massachusetts Wetlands Protection Act. Mr. Orzel has experience in evaluation of wildlife
habitats, and knowledge of wildlife-habitat relationships in wetland and forested
ecosystems. He also has experience in fisheries management and radio-telemetry.
' Professional Experience
1994 - Present Gulf of Maine Research Center, Inc.
Associate Environmental Scientist
Mr. Orzel has served as Associate Environmental Scientist on a
' number of wetland projects. Responsibilities include wetland
delineation, evaluation and replication, evaluation of wildlife
habitats, and preparation of technical reports.
' 1985-1994 Wildlife/Wetland Scientist
Mr. Orzel conducted various wildlife and wetland investigations and
' completed courses in wetland delineation and evaluation at the
University of New Hampshire. These courses focused on wetland
functional value assessments and wetland delineation using the three
' parameter approach.
Mr. Orzel participated in an ongoing study of a caribou herd on
Mt. Albert on the Gaspe Peninsula in Quebec, Canada. Along with
' another scientist, he tracked and observed the caribou and evaluated
the current status of the herd in an effort to record long term changes
occurring within this relatively small, isolated population.
' Other projects he has been involved with include: assisting in
wetland delineations and evaluations; participating in research on
' the effects of forest fertilization with sewage sludge; and
participating in an investigation of natural insect predators of gypsy
1
GULF OF MAINE RESEARCH CENTER INC.
tmoths through the use of ELISA immunoassay tests.
' 1982-1985 University of New Hampshire
Graduate Research Assistant/Graduate Student
As a graduate assistant, Mr. Orzel conducted research involving the
assessment of snag use by cavity nesting and roosting birds. His
thesis research focused on the roost sites used by these birds and
involved micro and macro habitat measurements to determine cavity
t roost site characteristics. He also taught undergraduate lab classes in
Wildlife Ecology.
Mr. Orzel also conducted research on breeding bird use of an
Atlantic White Cedar Wetland. He performed aerial photo
interpretation and cover type mapping, data analysis, and field
identification and mapping of breeding territories as part of this
' study. He co-authored a paper on this research which was
presented at the Atlantic White Cedar Wetlands Symposium, Woods
Hole, MA.
March - RMC Muddy Run Ecology Lab
September, 1982 Biological Technician
' Mr. Orzel worked on projects involving the study of fish migration
in the lower Susquehanna River and upper Chesapeake Bay. As a
member of the telemetry group, his main responsibility was the use
' of radio telemetry to determine fish locations and movements. He
also was involved with fish capture and identification, surgical
transmitter implantation and recovery of lost transmitters through
' scuba diving.
1981-1982 State University of New York College at Fredonia
Fisheries Technician
' Mr. Orzel was involved with research investigating the movements
and vertical distribution of Salmonids in Lake Ontario. His
' responsibilities included radio-telemetry, stomach content analysis,
gill netting and electro-shocking.
' 1980-1981 State University of New York College at Fredonia
Undergraduate Research
' While a student, Mr. Orzel conducted undergraduate research
studying sea lamprey spawning in a tributary of Lake Erie. He
served as the team leader for this project, which involved the
organization of personnel, schedules, and research activities. Mr.
' Orzel presented a paper on his research at the Eastern Colleges
Science Conference at Jersey City State Collage, NJ.
' Publications
Miller, D., L. Gradischer, J. Orzel, W. Leak, and E. Miller. 1987. Changes in
Vegetation and Breeding Bird Use of an Atlantic White Cedar Swamp from
' 1951 to 1984. Pages 229-230 in A.D. Lademran, ed. Atlantic White Cedar
' GULF OF MAINE RESEARCH CENTER INC.
' Wetlands. Westview Press, Boulder, CO.
Conferences and Workshops Attended
Association of Massachusetts Wetland Scientists - Wetland Soil Biochemistry Seminar;
June 8, 1994.
' Association of Massachusetts Wetland Scientists-Habitat Evaluation Workshop; May 7,
1994.
New Hampshire Association of Wetland Scientists Annual Conference - Wetlands and
Water Quality; February 15, 1994.
New Hampshire Association of Wetland Scientists Annual Conference-Wetland Impact
Assessment, The Status of the Science; November 14, 1992.
' Freshwater Wetlands and Wildlife, Perspectives on Natural, Managed and Degraded
Ecosystems. University of Georgia Savannah River Ecology Laboratory, Ninth
Symposium. Charleston, South Carolina; March 24-27, 1986.
Atlantic White Cedar Wetlands Symposium. Marine Biological Laboratory, Woods
' Hole, Massachusetts; October 9-11, 1984. A paper co-authored by Mr. Orzel was
presented at this symposium.
I
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NOTES:
LOCUS MAP 1. ELEVATIONS BASED ON CITY OF SALEM, MEAN LOW WATER DATUM
SCALE 1" = 800' TO CONVERT TO NGVD OF 1929 SUBTRACT 4.36'.
2. DEED REFERENCE — RECORD BOOK 14614 PAGE 496.
3. PLAN REFERENCES: PLAN 463 OF 1959
PLAN BOOK 71 PLAN 2
PLAN BOOK 177 PLAN 59
Q
6' X 6" G0
PRESSURE
0 0
TREATED
fence FRAMEQ` t
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EXISITNG SOIL
o
EXISTING
TOP OF STONE RETAINING WALL �OtiF q
2' AREA TO BE EXCAVATED s� /
AND FILLED WITH POURED
fence
CONCRETE
- _ AREA 5276 S.F.O o /
17.34
TOP VIEWdo
SCALE 1" = 10'
+ 16.
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-
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4' §.32
4' X 6"
PRESSURE TREATED I 2' YAP a O. s
WOOD FRAME I 0 6 + 15.3 " 9 X1/0! s.36
/ F fig' ; 1 ` +a` AREA OF PROPOSED
existing group EXISTING TOP OF WALL = 15.2' R\GNB // w 15.10 REPAIR WORK
+ 5.41
0
FILTER '00, / + rasa +.J5. "pP r�9�j%
37
FABRIC
EXCAVATION F PON 5.34 6�Ppt,
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MEAN HIGH HIGH WATER = 9.5'
MEAN HIGH WATER = 8.7' /
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rubble
EXISTING BASE OF WALL = 5.4'
mud Junll� 2i,ZZ►ro
SITE PLAN
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GAIL
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GRAPHIC SCALE SMITH
No.35043 PREPARED FOR
v o¢
. 100 5 10 20 40 90f 'FEGfST'e P,t�
Ts'°"gLLk%° LINDA MIRABITO
PROPOSED REPAIRS TO EXISTING SEAWALL SCALE 1" = 10' APRIL 10, 2000
PROFILE VIEW IN — `
MEAN LOW WATER = 0.0' 1 inch = 10 ft. NORTH SHORE SURVEY CORPORATION
VERTICAL SCALE 1" = 2' 47 LINDEN STREET — SALEM, MA #1349
-
\ 11,1pj QAC
BORING B - 1 LOG BORING B - 2 LOG
DEPTHS ` BLOWS N REMARKS DEPTHS BLOWS N REMARKS
VERY STIFF MED. STIFF
9'- 10.5' 5-9- 10 19 YELLOW 10'- 11 .5' 3-4-4 8 YELLOW
SILTY CLAY S I LTY C LAY
J ,
VERY STIFF MED. STIFF
12'- 13.5' 9- 16- 11 27 YELLOW 12'- 13.5' 4-5-6 11 YELLOW
SILTY CLAY S I LTY C LAY
SOFT TO
15'- 16.5' 2-3-4 7 YELLOW IFF 14.5'-16' 2-2-2 4 MED, STIFF
YELLOW
SILTY CLAY S I LTY C LAY
MED. STIFF SOFT TO y z
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SILTY CLAY YELLOW O f
S I LTY C LAY ' �V J Z c
MED. STIFF \ /
NOTES: - � \
25'-26.5' 2-2 -3 5 YELLOW I ' / O
SILTY CLAY 1 . BORINGS WERE TAKEN FROM TOP OF WALL AND Q
RECORDED DEPTHS ARE FROM THE TOP OF WALL -� \. ° / 11" 0
ELEVATION. / ) A� ry
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DURING THE BORINGS. �\ �� G Z
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MUD LINE AT WIDE ' � � � -6v 0 W
GAPS IN EXIST.
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3/4 CRUSHED STONE 6'-0' +/- \ ABOVE MEAN LOW WATER
BOTTOM OF WALL ELEVATION W LTJ
FILTER FABRI / 5. 1 ' ABOVE MEAN LOW WATER. = z Q
C EXIST SHEETING � SINKHOLE TO
WAILERS NOT SHOWN j BE REPAIRED J
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A. GENERAL: B. DRIVEN PILES AND PILE MATERIALS:
D. ROUGH CARPENTRY
1 . THE CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND 1 . PROVIDE 24 NEW DRIVEN PILES (12 VERTICAL, 12 BATTER) ALONG THE 1 . PROVIDE AND INSTALL NEW TIMBER WAILERS, SHIMS AND
CONDITIONS, AND SHALL NOTIFY THE ENGINEER OF ANY AND ALL EXISTING BULKHEAD AS SHOWN ON THE 'STRUCTURAL DRAWINGS. MISCELLANEOUS MATERIALS AS REQUIRED TO REPAIR THE EXISTING
DISCREPANCIES. NEW PILES SHALL BE EQUIDISTANT FROM THE NEIGHBORING PILES BULKHEAD AS INDICATED ON THE DRAWINGS.
UNLESS OTHERWISE SHOWN ON THE ELEVATION.
2. ALL NECESSARY ENVIRONMENTAL PERMITS SHALL BE OBTAINED PRIOR 2. ALL STRUCTURAL WOOD MATERIALS SHALL BE SOUTHERN YELLOW
TO BEGINNING WORK. COMPLY WITH ALL APPLICABLE LOCAL, STATE 2. PILES SHALL BE 35 FOOT LONG, 12 BUTT, NATURAL TAPER SOUTHERN PINE NO. 1 OR NO. 2, PRESSURE PRESERVATIVE TREATED TO A 2.5 PCF
AND NATIONAL CODE REQUIREMENTS, AND ALL CONDITIONS AND YELLOW PINE CONFORMING TO ASTM D25, STANDARD SPECIFICATION RETENTION WITH OSMOSE K33 OR EQUIVALENT PRESERVATIVE PER
REQUIREMENTS OF ENVIRONMENTAL APPROVALS. FOR ROUND TIMBER PILES. TIMBER PILES SHALL BE TIMBER MARINE AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS, MEETING F
PILES, PRESSURE PRESERVATIVE TREATED TO 2.5 PCF ,RETENTION IN FEDERAL SPECIFICATION TT-W-571 J.
3. PERFORM THE FOLLOWING ITEMS OF WORK: ACCORDANCE WITH AMERICAN WOOD PRESERVERS' ASSOCIATION N
SPECIFICATION AWPA C3 AND C18, 3. HOLES FOR THROUGH BOLTS AND LAG SCREW SHANKS SHALL BE 1 /16"
OWNER WILL DISASSEMBLE EDGE OF EXISTING DECK ALONG GREATER IN DIAMETER THAN BOLTS FOR EASE OF INSTALLATION BUT Ln
BULKHEAD FOR PILE DRIVING ACCESS AS SHOWN AND STOCKPILE 3. PILES THAT ARE CUT OFF SHALL ;BE FIELD TREATED WITH A 2% CAPPER TO PROVIDE TIGHT FIT. o
SALVAGEABLE MATERIALS ON SITE FOR FUTURE USE. COORDINATE NAPHTENATIE SOLUTION, FOLLOWED BY SEALING THE END SURFACE o v,
WORK WITH OWNER SO THAT HE CAN BE READY FOR CONSTRUCTION, OF THE PILES WITH COAL TAR ROOFING CEMENT, MEETING ASTM D4022 4. DRILL LEAD HOLES FOR THE THREADED PORTIONS OF LAG SCREWS TO z �
AND WILL NOT STOCKPILE MATERIALS IN THE WAY OF OPERATIONS. SPECIFICATIONS. CONTRACTOR SHALL BE PROPERLY TRAINED TO AVOID SPLITTING WOOD. LEAD HOLES SHALL BE 75% OF THE
APPLY SUCH MATERIALS IN ACCORDANCE WITH FEDERAL, STATE, OR THREADED DIAMETERS.
ADD TEMPORARY WAILERS DIRECTLY BENEATH PORTIONS OF EXISTING LOCAL REGULATIONS.
MIDDLE AND TOP WAILER WHICH ARE TO BE REPLACED, SPANNING _
5. SHAVE THE CONTACT SURFACE BETWEEN EACH BATTER PILE ANDcoBETWEEN THE EXISTING VERTICAL PILES.. CUT AND REPLACE THE
4. PILES SHALL BE DRIVEN FULL DEPTH INTO GROUND RESULTING INF - �
VERTICAL PILE TO PROVIDE A FLAT BEARING SURFACE AT LEAST 6' W �
DISINTEGRATES PORTIONS OF THE TOP AND MIDDLE WAILERS, APPROXIMATELY 25 FT. OF EMBEDMENT BELOW. THE MUDLINE. toWIDE BY 12 LONG, CENTERED ABOUT THE CENTER OF THE BOLT Lv
SPLICING AT NEW PILE LOCATIONS. ENGINEER SHALL INSPECT CUT , ' CENTERED ABOUT EACH BOLT.
LINES TO VERIFY INTEGRITY OF MATERIALS TO REMAIN, AND MAY 5. PILES SHALL BE INSTALLED AT THE LOCATIONS SHOWN ON THE - 00LOCATION PLANS IN ACCORDANCE WITH THE MASSACHUSETTS 6. SHAVE THE CONTACT SURFACES OF STEEL WASHERS TO PROVIDE A 4' z o
RECOMMEND RELOCATING SPLICES IF ADDITIONAL MATERIAL MUST BE Z
REPLACED. SPLICE REPLACEMENTS TO EXISTING WOODEN PLANKING. STANDARD :SPECIFICATION FOR HIGHWAYS AND BRIDGES, 1988, WIDE BY 4 LONG BEARING SURFACE PERPENDICULAR TO EACH BOLT,
SECTION 940: DRIVEN PILES. SPECIFICALLY, THE FOLLOWING ARTICLES W W
DRIVE NEW PILES BETWEEN EXISTING WHERE INDICATED ON THE SHALL APPLY: ARTICLES 940.20 GENERAL, 940.50" - EQUIPMENT FOR 7. PROVIDE TAPERED, PRESSURE TREATED SOUTHERN YELLOW PINE
DRAWINGS. PROVIDE BOLTED CONNECTIONS AT JOINTS BETWEEN DRIVING PILES, 940.51 - HAMMERS, 940.52 = DRIVING APPURTENANCES, SHIMS OF AT LEAST 1 /2" THICKNESS AS REQUIRED TO PROVIDE SOLID, ry W
BATTER AND VERTICAL PILES AS INDICATED. 940.65 - IPROCEDURE FOR DRIVING, 940.66.8 - SPLICES, 940.67 - FIRM BEARING BETWEEN THE VERTICAL PILES AND THE WAILERS. Z N
DEFECTIVE PILES, 940.68.A - CUTOFFS. SPIKE THESE IN PLACE WITH AT LEAST 2" EDGE AND 4" END DISTANCE F-
ADD NEW WAILER AT BOTTOM OF BULKHEAD AND SPIKE TO EXISTING FROM BOLT AND LAG SCREW CENTER LINES. CUT OFF EXCESS u �
WOODEN PLANKING. 6. IN ACCORDANCE WITH THE. MASSACHUSETTS STATE BUILDING CODE, EXPOSED LENGTHS FOR NEAT APPEARANCE.
ARTICLE 12 13. 12, INSPECTION: THE ENGINEER SHALL BE PRESENT AT z m
ADD LAG SCREWS FROM NEW VERTICAL PILES TO NEW AND EXISTING ALL TIMES 'WHILE PILES ARE BEING DRIVEN TO OBSERVE ALL WORK IN . 8. MAKE ALL CUT LINES PLUMB AND TRuc-, TO WITHIN 1 /8" OF REQUIRED
WAILERS. CONNECTION WITH THE 'PILES. THE . CONTRACTOR MAY PERFORM DIMENSION. DO NOT LEAVE ANY SPLINTERED WOOD OR CHECKED END O Q
WORK ONLY. IN THE PRESENCE -OF THE ENGINEER, UNLESS OTHERWISE GRAIN EXPOSED TO WEATHER OR S011_- U a
INSPECT -EXISTING VERTICAL PLANKING AND REPAIR OR REPLACE DIRECTED BY THE ENGINEER:
WHERE REQUESTED BY THE ENGINEER. 9. TREAT SPLINTERED SURFACES AND CA ATIES OF EXISTING PILES WITH
7. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR REVIEW, COAL TAR AND FILL CAVITIES WITH AN POLYMER MODIFIED
EXCAVATE SOIL AT SINK HOLE LOCATIONS AND RE-FILL WITH CRUSHED COMPLETE (DETAILS OF THE PROPOSEDDRIVING EQUIPMENT, AND CEMETITIOUS REPAIR MORTAR. FILL (`AVITIES TO LEVEL OF
STONE, PROVIDING A FILTER FABRIC AGAINST BULKHEAD AND TOPSOIL
MATERIAL AND TREATMENT CERTIFICATIONS FOR THE PILES. SURROUNDING WOOD, PITCHING TOP �.URFACES TO DRAIN WATER. U
AS INDICATED. COAT CURED MORTAR WITH COAL TAR TO MATCH SURROUNDING. Q
8. UPON ENCOUNTERING BURIED OBSTRUCTIONS, THE PILE WILL BE
ATTEMPTED TO BE DRIVEN THROUGH, BUT WITHOUT CAUSING DAMAGE 10_ WHEN DEMOLISHING AND REMOVING EXISTING TIMBERS, CUT-OFF � F-- Q
REMOVED FOR ACCESS WITH SALVAGED MATERIALS AND NEW
OWNER WILL THEN RECONSTRUCT PORTION DECK WHICH WAS TO THE INTEGRITY OF THE PILE. IF THE OBTSRUCTION IS SUFFICIENTLY ABANDONED PROJECTING BOLTS AND SPIKES AND LEAVE IN PLACE. ry (n
MATERIALS AS REQUIRED TO MATCH EXISTING CONSTRUCTION. CLOSE TO THE SURFACE THAT THE PILE CAN BE PULLED FOR 11 . WHEN REPLACING AND/OR SUPPLEMENTING EXISTING BOLTED
. REINSTALLATION THE CONTRACTOR SHALL AUGER A HOLE THROUGH THE CONNECTIONS BETWEEN EXISTING PILES, REMOVE THROUGH BOLTS . ^
OBSTRUCTION OR SHALL ATTEMPT TO BREAK IT UP MECHANICALLY, OR J
AND LOCATE NEW HOLES AND BOLTS PER THE DRAWINGS.
4. CONTRACTOR SHALL NOTIFY ENGINEER ' ONE WEEK IN ADVANCE OF DIG IT UP. OTHERWISE THE PILE SHALL BE LEFT IN PLACE, OR SHALL W I ' l- -
PILE DRIVING OPERATIONS AS TO THE PLANNED SCHEDULE OF WORK. BE PULLED AND REPLACED BY A NEW ONE AT AN ADJACENT LOCATION 12WHEN REPLACING WAILERS BEHIND EXISTING PILES, REMOVE = Z <J;
..
5. ALL HEAVY WORK SHALL BE DONE FROM THE WET SIDE OF THE AS PER THE DIRECTION OF THE ENGINEER. EXISTING BOLTS AND REPLACE WITH NEW LAG SCREWS THROUGH Q cn
OTHERWISE NOTED TO BE RELOCATES IN
BULKHEAD, UTILIZING A BARGE FOR CRANE ACCESS. BUILDING 9. DRIVE PILES TO EXTEND 6" TO 12" BEYOND THE CUT-OFF LINE, AND SCHEDULE ON DWG EXISTING HOLES UNLESS ESS
MATERIALS MAY BE DELIVERED FROM THE END OF DANIELS STREET CUT-OFF TOPS OF PILES AT AN ANGLE AND ELEVATION TO MATCH THE m Q
COURT AS LONG AS TRUCK TURNING RADII WILL PERMIT. OTHERWISE, ADJACENT EXISTING PILES AND TO SHED WATER.
MATERIALS SHALL BE DELIVERED BY BARGE. COORDINATE EXTENDED 13., OF THE NEW WAILERS A THAT THE TIPS DO NOT PROTRUDE SPIKES TO EXISTING PLANKING SHALL BE TOE-NAILED FROM THE SIDES
USE OF END OF STREET WITH SALEM POLICE AND FIRE DEPARTMENTS 10. PILES SHALL BE MEASURED AND PAID FOR BASED UPON THE ACTUAL THROUGH THE BACK SURFACE OF THE 3" NOMINAL DECKING.
AS APPROPRIATE, OBTAINING NECESSARY PERMITS. INSTALLED PILE LENGTH, INCLUDING EMBEDDED LENGTH PLUS
STICKUP. ADDITIONAL WORK AND MATERIALS IF REQUIRED TO PASS 14. HARDWARE FOR ROUGH CARPENTRY SHALL BE AS FOLLOWS:
6. MINIMIZE THE AMOUNT OF DISRUPTION TO THE TIDAL FLATS AT THE OBSTRUCTION CONDITIONS SHALL BE CONSIDERED INCIDENTAL TO
BASE OF THE BULKHEAD AS CAUSED BY THE CONSTRUCTION THE TOTAL PILE COST. BOLTS AND NUTS AISI / ASME STANDARD 818.2:1
ACTIVITIES AND EQUIPMENT. OR ASTM A307 Q
11 . THE CONTRACTOR' SHALL REVIEW THE SUBSURFACE BORING LOGS ON
7. SUBMIT PRODUCT DATA FOR ALL PRESERVATIVE TREATED MATERIALS DRAWING C- 1 TO FAMILIARIZE HIMSELF WITH THE SUBSURFACELAG SCREWS AISI / ASME STANDARD 818.6. 1 _1 � �
ATTESTING TO THE STABILITY OF THE PRESERVATIVE TREATMENTS AND RESISTANCE TO LEACHING. U) Q
C. ANCILLARY SITE WORK STEEL WASHER PLATES SAME AS ABOVE FOR STANDARD, W
8. PROTECT EXISTING STRUCTURES,RUCTURES, INHABITANTS, AND VEGETATION
OR ASTM A36 FOR SPECIALO Q
DURING ALL PHASES OF WORK. CONTRACTOR SHALL BE RESPONSIBLE 1 . EXCAVATE SINK HOLES AS INDICATED ON DRAWINGS. PROVIDE SPIKES HARDENED, GALVANIZED STEEL z
FOR MAINTAINING ALL. PROPERTY IN A SAFE AND CLEAN CONDITION, TEMPORARY BRACING AS REQUIRED FOR STABILITY OF EXCAVATION. CONFORMING TO FEDERAL
AND SHALL CORDON OFF THE WORK AREA FROM THE GENERAL SPECIFICATION FF-N- 1058 _1 Q
PUBLIC. STRUCTURE WILL BE OCCUPIED CONTINUOUSLY DURING 2. COVER OPENINGS WIDER THAN '1 /2" WITH DRIVEN PRESSURE TREATED. Q U W
WORK. 2X6 LUMBER AND WRAP BACK SIDE OF EXCAVATION WITH APPROVED 15. ALL STEEL MATERIALS SHALL BE HOT DIP GALVANIZED PER ASTM A123 n 8
FILTER FABRIC. FILL WITH CRUSHED STONE AND WRAP WITH FILTER AS APPROPRIATE FOR A MARINE EXPOSURE. CORRECT FOR ZINC
9. COORDINATE BARGE MOVEMENTS AND STORAGE AS REQUIRED WITH SALEM FABRIC - OVER TOP. CAP WITH 6" OF TOPSOIL.
HARBORMASTERTHICKNESS ON THREADS OF BOLTS AND NUTS TO AS NOT TO DAMAGE Z
: OBTAIN ALL REQUIRED PERMITS.
THE ZINC OR CAUSE CHAFING WHEN INSTALLING NUTS.
10. EXESIZE EXTREME CARE IN APPLYING COAL TAR TO AVOID FOULING GROUND 3. FILTER FABRIC SHALL BE MIRAFI 70OX OR EQUIVALENT ' GEOTEXTILE. Li
o
BELOW , WORK AREA. 16. ALL JOINTS AND CUT LINES SHALL BE SLOPED TO DRAIN WATER AND PREVENT o Z
4. CRUSHED STONE SHALL BE 3/4" MINIMUM PARTICLE SIZE, , WASHED. SATURATION OF END GRAIN DUE TO TRAPPED OR STANDING WATER: TRIM AND/ rn
11 , IF EXCAVATION ' IS REQUIRED BELOW MUDLINE DURING PILE INSTALLATION, OR RECESS BEARING AND CONTACT SURFACES OF MISCELLANEOUS PARTS TO
REPLACE ALL EXISTING SOIL MATERIALS BY THEIR ORIGINAL STRATAS AND 5. COORDINAT SINK HOLE EXCAVATION WITH OWNER. ALLOW THEM TO BE TIGHTENED AGAINST EACH OTHER WITH A MINIMUM OF
RESTORE GRADES TO PRE-EXISTING CONDITIONS. DISTORTION AND/OR OPEN GAPS:
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OWNER TO REMOVE EXIST 1 OF 12 REMOVE, STORE,
r` - - - - - - - EDGE OF PORCH AND RAIL - - - __ _ _ - - NEW PILE AND REINSTALL
FOR ,DRIVING ACCESS, RE- BETWEEN EXIST. FENCE FOR
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ABANDON 1N PLACE, ABANDON IN PLACE, I I At I
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