64-503 - 92 ORNE STREET - CONSERVATION COMMISSION 6y-so3 - yZ Date- 564e -
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Massachusetts Department of Environmental Protection Provided by MassDEP:
Bureau of Resource Protection -Wetlands #64-503
WPA Form 5 —Order of Gond� tio MassDEPFile#
L0- r
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction#
Salem
Cityrrown
G. Recording Information
This Order of Conditions must be 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 subject to the Order. In the case of registered land, this Order
shall also be noted on the Land Court Certificate of Title of the owner of the land subject to the
Order of Conditions.The recording information on this page shall be submitted to the
Conservation Commission listed below.
Salem
Conservation Commission
Detach on dotted line, have stamped by the Registry of Deeds and submit to the Conservation
Commission.
................................................................................
To:
Salem
Conservation Commission
Please be advised that the Order of Conditions for the Project at:
92 Ome Street(Danvers River) f164-503
Project Location MassDEP File Number
Has been recorded at the Registry of Deeds of:
K — Z rig' 2-Z0
County ITS Book Page
for:. Lu
Property Owner
and has been noted in the chain of title of the affected property in:
Book Page
In accorda//ce with the Order of Conditions issued on:
11 L)
Date
If recorded land, the instrument number identifying this transaction is:
7 If-
Instrument Number
If registered land,the document number identifying this transaction is:
ment Nu
d 1Z �Q
Signature of Applicant
w afarm5.dm• rev.1223M Page 12 of 12
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Massachusetts Department of Environmental Protection Provided by MassDEP:
Bureau of Resource Protection -Wetlands #64-503
WPA Form 5 — Order of Conditions MassDEP File#
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction#
Salem
City/Town
A. General Information
Important: Salem
When filling 1.From: Conservation Commission
out forms
on the 2.This issuance is for
computer, (check one): a.®Order of Conditions b.❑Amended Order of Conditions
use only the
tab key to 3.To: Applicant:
move your
cursor-do Robert Lutts
not use the a.First Name b.Last Name
return key. Robert N. Lutts Revocable Trust
.� c.Organization
92 Ome Street
d.Mailing Address
m, Salem Massachusetts 01970
e.Citylrown f.State g.Zip Code
4. Property Owner(if different from applicant):
a.First Name b.Last Name
c.Organization
d.Mailing Address
e.City/rown L State g.Zip Code
5. Project Location: .
92 Orne Street(Danvers River) Salem
a.Street Address b.City/Town
Map 37 Lot60
c.Assessors Map/Plat Number d Parcel/Lot Number
Latitude and Longitude, if known: d. d32 s d53 m48 s
d. d32 Latitude
ee..Longitude
wpafom&S • rev.1212=9 Page 1 of 12
R
CITY OF SALEM
R ' CONSERVATION COMMISSION
September 28, 2010
Robert Lutts
Robert N. Lutts Revocable Trust
92 Orne Street
Salem, MA 01970
Re: Order of Conditions—DEP#64-503
92 Ornse Street (Danvers River)
Dear Mr. Lutts:
Enclosed, please find the Order of Conditions for the above referenced project.
Following the 10-day appeal period (as of October 4, 2010), this document and the
attached Special Conditions must be recorded at the Essex County Registry of Deeds
(Shetland Park 45 Congress Street, Suite 4100 Salem, Massachusetts). Once recorded,
please return a copy of Page 12 of the Order, which will indicate to the Commission that
the document has'been recorded.
As indicated in the Order, prior to any work commencing:
1. this Order must be recorded,
2. a sign shall be displayed showing DEP File#64-503 within public view, and
3. contact me at least 48 hours prior to any activity to schedule a pre-construction
meeting to review the Order with your hired contractor.
If you have any further questions,please feel free to contact me at 978-619-5685.
Sincerely,
�1;1r
Tom vme
Conservation Agent/Staff Planner
Enclosures
CC: DEP Northeast Regional Office
Massachusetts Department of Environmental Protection Provided by MassDEP:
Bureau of Resource Protection - Wetlands a64-503
WPA Form 5 — Order of Conditions MassDEP File#
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP-Transaction#
Salem
City/rown .
A. General Information
Important: Salem
When filling 1. From: Conservation Commission
out forms
on the 2.This issuance is for a.®Order of Conditions b. Amended Order of Conditions
computer, (check one):
use only the
tab key to 3. To: Applicant:
move your
cursor-do Robert Lutts
not use the a.First Name b.Last Name
return key. Robert N. Lutts Revocable Trust
c.Organization
m 92 Ome Street
d.Mailing Address
Salem Massachusetts 01970
e.City/town I.State g.Zip Code
4. Property Owner('If different from applicant):
a.First Name b.Last Name
c.Organization
d.Mailing Address
e.Cityfrown I.State g.Zip Code
5. Project Location:
92 Ome Street(Danvers River) Salem
a.Street Address b. Cityrrown
Map 37 Lot 60
c.Assessors Map/Plat Number d.ParoeVLot Number
Latitude and Longitude, if known: 42 d32 m17 s 70 d53 m48 s
d.Latitude e. Longitude
wparonns.0 • rev.122309 Pape 1 or 12
Massachusetts Department of Environmental Protection Provided by MassDEP:
Bureau of Resource Protection -Wetlands #64-503
WPA Form 5 — Order of Conditions MassDEP File Or
\ Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction#
Salem
City/town
A. General Information (cont.)
6. Property recorded at the Registry of Deeds for(attach additional information if more than
one parcel):
Essex
a.County b.Certificate Number(H registered land)
26555 3
c.Book d.Page
7. Dates: Au ust 27, 2010 Sept. 23, 2010 Sept. 23 2010
a.Date Notice of Intent Filed b.Date Public Hearing Closed c.Date of Issuance
e. Final Approved Plans and Other Documents (attach additional plan or document references
as needed):
Bathymetric Survey Conducted 4/30/2010 Cabot Farm Street Pier Salem Ma (Sheet 1,2)
a.Plan Title
Steele Associates Marine Consultants, LLC
b. Prepared By c.Signed and Stamped by
August 11, 2010 V=20'
d.Final Revision Date e.Scale
f.Additional Plan or Document Tale g.Date
B. Findings
1. Findings pursuant to the Massachusetts Wetlands Protection Act:
Following the review of the above-referenced Notice of Intent and based on the information
provided in this application and presented at the public hearing, this Commission finds that
the areas in which work is proposed is significant to the following interests of the Wetlands
Protection Act(the Act). Check all that apply:
a. ❑ Public Water Supply b. ® Land Containing Shellfish c. ❑ Prevention of
Pollution
d. ❑ Private Water Supply e. ® Fisheries f. ® Protection of
Wildlife
g. ❑ Groundwater Supply h. ® Storm Damage Prevention i. ® Flood Control
2. This Commission hereby finds the project,as proposed, is: (check one of the following boxes)
Approved subject to:
a. ® the following conditions which are necessary in accordance with the performance
standards set forth in the wetlands regulations. This Commission orders that all work shall
be performed in accordance with the Notice of Intent referenced above, the following
General Conditions, and any other special conditions attached to this Order. To the extent
that the following conditions modify or differ from the plans, specifications, or other
proposals submitted with the Notice of Intent, these conditions shall control.
wpeAv doc• rw.12l Pape 2 of 12
Massachusetts Department of Environmental Protection Provided by MassDEP:
Bureau of Resource Protection - Wetlands #64-503
WPA Form 5 - Order of Conditions MassDEP File#
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP-Transaction#
Salem
cityrrown
B. Findings (cont.)
Denied because:
b. ❑ the proposed work cannot be conditioned to meet the performance standards set forth
in the wetland regulations. Therefore, work on this project may not go forward unless and
until a new Notice of Intent is submitted which provides measures which are adequate to
protect the interests of the Act, and a final Order of Conditions is issued. A description of
the performance standards which the proposed work cannot meet is attached to this
Order.
c. ❑ the information submitted by the applicant is not sufficient to describe the site, the
work, or the effect of the work on the interests identified in the Wetlands Protection Act.
Therefore,work on this project may not go forward unless and until a revised Notice of
Intent is submitted which provides sufficient information and includes measures which are
adequate to protect the Act's interests, and a final Order of Conditions is issued. A
description of the specific information which is lacking and why it is necessary is
attached to this Order as per 310 CMR 10.05(6)(c).
Inland Resource Area impacts: Check all that apply below. (For Approvals Only)
3. ❑ Buffer Zone Impacts: Shortest distance between limit of project a.linear feet
disturbance and Bank or Bordering Vegetated Wetland boundary(if
available)
Resource Area Proposed Permitted Proposed Permitted
Alteration Alteration Replacement Replacement
4. ❑ Bank a.linearfeet b.lineaffeet c.linear feet d. linear feet
5. ❑ Bordering
Vegetated Wetland a.square feet b.square feet c.square feel d.square feet
s. ❑ Land Under
Waterbodies and a.squarefeet E square feet c.square feet d.square feet
Waterways
e.ety dredged f.cly dredged
7. ❑ Bordering Land
Subject to Flooding a.square feet b.square feet c.square feet d.square feet
Cubic Feet Flood Storage e.cubic feet f.cubic feet g.cubic feet h.cubic feet
e. ❑ Isolated Land
Subject to Flooding a.square feet b.square feet
Cubic Feet Flood Storage c.cubic feet d.cubic feet e.cubic feet f.cubic feet
agalomd.0oc• rev.12r23M Page 3 of 12
Massachusetts Department of Environmental Protection Provided by MassDEP:
LI7
Bureau of Resource Protection -Wetlands s64SDE
WPA Form 5 — Order of Conditions MasDEP File#
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEPTransaction#
Salem
Citylrown
B. Findings (cont.)
Resource Area Proposed Permitted Proposed Permitted
Alteration Alteration Replacement Replacement
g. ❑ Riverfront Area a.total sq.feet D.total sq.feet
Sq ft within 100 It
c.square feet d.square feet e.square feet f.square feet
Sq It between 100-
200 It g.square feet h.squarefeet i.square feet j.square feet
Coastal Resource Area Impacts: Check all that apply below. (For Approvals Only)
10. ❑ Designated Port
Areas Indicate size under Land Under the Ocean, below
11. ® Land Under the
a.
Ocean squarefeet b.square feet
100 100
c.cty dredged d.dy dredged
12. ❑ Barrier Beaches Indicate size under Coastal Beaches and/or Coastal Dunes
below
13. [--] Coastal Beaches cu yd cu yd
e.square feet b.square feet c.nourishment d.nourishment
14. ❑ Coastal Dunes cu yd cu yd
a.square feet b.square feet c.nourishment d. nourishment
15. ❑ Coastal Banks a.linear feet b.linear feet
16. ❑ Rocky Intertidal
e.
Shores square feet b.square feet
17. ❑ Salt Marshes a.square feet b. square feet
square feet c.square feet d.
1s. ❑ Land Under Salt
a.
Ponds square feet b.square feet
c.cry dredged d.dy dredged
1g. ® Land Containing 1632 1632
Shellfish a.square feet b.square feet c.square feet d.square feet
20. ® Fish Runs Indicate size under Coastal Banks, Inland Bank, Land Under
the Ocean, and/or inland Land Under Waterbodies and
Waterways, above
100 100
a.Uy dredged b.Uy dredged
21. ❑ Land Subjectto
Coastal Storm a.square feet b.square feet
Flowage
wW.r 5.0oc• rev.12)23 Page 4 d 12
Massachusetts Department of Environmental Protection Provided by MassDEP:
Bureau of Resource Protection -Wetlands #64-503
WPA. Form 5 — Order of Conditions MassDEP File#
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction#
Salem
City/Town
B. Findings (cont.)
22. ❑ Restoration/Enhancement:
a.square feet of BVW b.square feet of salt marsh
23. ❑ Stream Crossing(s):
a.number of new stream crossings b.number of replacement stream crossings
C. General Conditions Under Massachusetts Wetlands Protection Act
The following conditions are only applicable to Approved projects.
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, bylaws, 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 specked date more than three years,
but less than five years, from the date of issuance. If this Order is intended to be valid
for more than three years, the extension date and the special circumstances warranting
the extended time period are set forth as a special condition in this Order.
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.
6. If this Order constitutes an Amended Order of Conditions, this Amended Order of
Conditions does not extend the issuance date of the original Final Order of Conditions and
the Order will expire on September 23, 2013 unless extended in writing by the Department.
7. Any fill used in connection with this project shall be clean fill. Any fill shall contain no trash,
refuse, rubbish,or debris, including but not limited to lumber, bricks, plaster, wire, lath,
paper, cardboard, pipe,fires, ashes, refrigerators, motor vehicles, or parts of any of the
foregoing.
8. This Order is not final until all administrative appeal periods from this Order have elapsed,
or if such an appeal has been taken, until all proceedings before the Department have
been completed.
wpelom6d c. m.12MM - Pepe 5&12
Massachusetts Department of Environmental Protection Provided by MassDEP:
Bureau of Resource Protection -Wetlands 464-503
LL1— WPA Form 5 — Order of Conditions MassDEP File#
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction#
Salem
Cityrrown
C. General Conditions Under Massachusetts Wetlands Protection Act (cont.)
9. No work shall be undertaken until the Order has become final and then 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 the 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 done. The recording information shall be submitted to the
Conservation Commission on the form at the end of this Order, which form must be
stamped by the Registry of Deeds, prior to the commencement of work.
10. A sign shall be displayed at the site not less then two square feet or more than three
square feet in size bearing the words,
"Massachusetts Department of Environmental Protection"[or, "MassDEP"]
"File Number#64-503 "
11. Where the Department of Environmental Protection is requested to issue a Superseding
Order,the Conservation Commission shall be a party to all agency proceedings and
hearings before MassDEP.
12. Upon completion of the work described herein, the applicant shall submit a Request for
Certificate of Compliance(WPA Form 8A)to the Conservation Commission.
13. The work shall conform to the plans and special conditions referenced in this order.
14. Any change to the plans identified in Condition#12 above shall require the applicant to
inquire of the Conservation Commission in writing whether the change is significant enough
to require the filing of a new Notice of Intent.
15. The Agent or members of the Conservation Commission and the Department of
Environmental Protection shall have the right to enter and inspect the area subject to this
Order at reasonable hours to evaluate compliance with the conditions stated in this Order,
and may require the submittal of any data deemed necessary by the Conservation
Commission or Department for that evaluation.
16. This Order of Conditions shall apply to any successor in interest or successor in control of
the property subject to this Order and to any contractor or other person performing work
conditioned by this Order.
17. Prior to the start of work, and if the project involves work adjacent to a Bordering Vegetated
Wetland, the boundary of the wetland in the vicinity of the proposed work area shall be
marked by wooden stakes or flagging. Once in place, the wetland boundary markers shall
be maintained until a Certificate of Compliance has been issued by the Conservation
Commission.
wPebrni&E • rsv.112309 Pepe 6 of 12
Massachusetts Department of Environmental Protection Provided by MassDEP:
Bureau of Resource Protection -Wetlands #64-503
WPA Form 5 — Order of Conditions MassDEP File#
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP-Transaction#
Salem
city/room
C. General Conditions Under Massachusetts Wetlands Protection Act(cont.)
18. All sedimentation barriers shall be maintained in good repair until all disturbed areas have
been fully stabilized with vegetation or other means. At no time shall sediments be
deposited in a wetland or water body. During construction, the applicant or his/her
designee shall inspect the erosion controls on a daily basis and shall remove accumulated
sediments as needed. The applicant shall immediately control any erosion problems that
occur at the site and shall also immediately notify the Conservation Commission, which
reserves the right to require additional erosion and/or damage prevention controls it may
deem necessary. Sedimentation barriers shall serve as the limit of work unless another
limit of work line has been approved by this Order.
NOTICE OF STORMWATER CONTROL AND MAINTENANCE REQUIREMENTS
19. The work associated with this Order(the"Project") Is Itl❑ is not(2)®subject to the
Massachusetts Stormwater Standards. If the work is subject to the Stormwater
Standards,then the project Is subject to the following conditions:
a) All work, including site preparation, land disturbance, construction and redevelopment,
shall be implemented in accordance with the construction period pollution prevention and
erosion and sedimentation control plan and, if applicable, the Stormwater Pollution
Prevention Pian required by the National Pollution Discharge Elimination System
Construction General Permit as required by Stormwater Condition 8. Construction period
erosion, sedimentation and pollution control measures and best management practices
(BMPs)shall remain in place until the site is fully stabilized.
b) No stormwater runoff may be discharged to the post-construction stormwater BMPs
unless and until a Registered Professional Engineer provides a Certification that:
i. all construction period BMPs have been removed or will be removed by a date certain
specified in the Certification. For any construction period BMPs intended to be converted
to post construction operation for stormwater attenuation, recharge, and/or treatment, the
conversion is allowed by the MassDEP Stormwater Handbook BMP specifications and that
the BMP has been properly cleaned or prepared for post construction operation, including
removal of all construction period sediment trapped in inlet and outlet control structures;
ii. as-built final construction BMP plans are included, signed and stamped by a Registered
Professional Engineer, certifying the site is fully stabilized;
N. any illicit discharges to the stormwater management system have been removed, as per
the requirements of Stormwater Standard 10;
iv. all post-construction stormwater BMPs are installed in accordance with the plans
(including all planting plans)approved by the issuing authority, and have been inspected to
ensure that they are not damaged and that they are in proper working condition;
v. any vegetation associated with post-construction BMPs is suitably established to
withstand erosion.
wpafo,"6 oc• m.12M" Page 7x112
Massachusetts Department of Environmental Protection Provided by MassDEP:
Bureau of Resource Protection - Wetlands #64-503
WPA Form 5 — Order of Conditions MassDEP File#
\ Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP-Transaction#
Salem
City/Town
C. General Conditions Under Massachusetts Wetlands Protection Act (cont.)
c) The landowner is responsible for BMP maintenance until the issuing authority is
notified that another party has legally assumed responsibility for BMP maintenance. Prior
to requesting a Certificate of Compliance, or Partial Certificate of Compliance, the
responsible party(defined in General Condition 18(e)) shall execute and submit to the
issuing authority an Operation and Maintenance Compliance Statement("O&M Statement)
for the Stormwater BMPs identifying the party responsible for implementing the stormwater
BMP Operation and Maintenance Plan("O&M Plan")and certifying the following: i.)the
O&M Plan is complete and will be implemented upon receipt of the Certificate of
Compliance, and ii.)the future responsible parties shall be notified in writing of their
ongoing legal responsibility to operate and maintain the stormwater management BMPs
and implement the Stormwater Pollution Prevention Plan.
d) Post-construction pollution prevention and source control shall be implemented in
accordance with the long-tens pollution prevention plan section of the approved
Stormwater Report and, if applicable, the Stormwater Pollution Prevention Plan required by
the National Pollution Discharge Elimination System Mufti-Sector General Permit.
e) Unless and until another party accepts responsibility, the landowner, or owner of any
drainage easement, assumes responsibility for maintaining each BMP. To overcome this
presumption, the landowner of the property must submit to the issuing authority a legally
binding agreement of record, acceptable to the issuing authority, evidencing that another
entity has accepted responsibility for maintaining the BMP, and that the proposed
responsible party shall be treated as a permittee for purposes of implementing the
requirements of Conditions 18(f)through 18(k)with respect to that BMP. Any failure of the
proposed responsible party to implement the requirements of Conditions 18(f)through
18(k)with respect to that BMP shall be a violation of the Order of Conditions or Certificate
of Compliance. In the case of stormwater BMPs that are serving more than one lot, the
legally binding agreement shall also identify the lots that will be serviced by the stormwater
BMPs. A plan and easement deed that grants the responsible party access to perform the
required operation and maintenance must be submitted along with the legally binding
agreement.
f) The responsible party shall operate and maintain all stormwater BMPs in accordance
with the design plans, the O&M Plan, and the requirements of the Massachusetts
Stormwater Handbook.
wpafamS.Goc•rm.1212309 Pope 8 d 12
Massachusetts Department of Environmental Protection Provided by MassDEP:
Bureau of Resource Protection - Wetlands #64-503
#
El WPA Form 5 — Order of Conditions MassDEP File
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction#
Salem
cityrrown
C. General Conditions Under Massachusetts Wetlands Protection Act (cont.)
g) The responsible party shall:
1. Maintain an operation and maintenance log for the last three(3)consecutive
calendar years of inspections, repairs, maintenance and/or replacement of the
stormwater management system or any part thereof, and disposal (for disposal the
log shall indicate the type of material and the disposal location);
2. Make the maintenance log available to MassDEP and the Conservation
Commission (°Commission°)upon request; and
3. Allow members and agents of the MassDEP and the Commission to enter and
inspect the site to evaluate and ensure that the responsible party is in compliance
with the requirements for each BMP established in the O&M Plan approved by the
issuing authority.
h) All sediment or other contaminants removed from stormwater BMPs shall be disposed
of in accordance with all applicable federal, state, and local laws and regulations.
i) Illicit discharges to the stormwater management system as defined in 310 CMR 10.04
are prohibited.
j) The stormwater management system approved in the Order of Conditions shall not be
changed without the prior written approval of the issuing authority.
k) Areas designated as qualifying pervious areas for the purpose of the Low Impact Site
Design Credit(as defined in the MassDEP Stormwater Handbook, Volume 3, Chapter 1,
Low Impact Development Site Design Credits)shall not be altered without the prior written
approval of the issuing authority.
1) Access for maintenance, repair, and/or replacement of BMPs shall not be withheld.
Any fencing constructed around stormwater BMPs shall include access gates and shall be
at least six inches above grade to allow for wildlife passage.
Special Conditions(if you need more space for additional conditions, please attach a text
document):
SEE ATTACHED SPECIAL CONDITIONS
wpalarrn6 x- w.12r23009 Papa 9 of 12
Massachusetts Department of Environmental Protection Provided by MassDEP:
Bureau of Resource Protection - Wetlands #64-503
WPA Form 5 — Order of Conditions MassDEP File#
Massachusetts Wetlands Protection Ad M.G.L. c. 131, §40 -e-DEP Transaction#
Salem
Citylrovm
D. Findings Under Municipal Wetlands Bylaw or Ordinance
1. Is a municipal wetlands bylaw or ordinance applicable? ® Yes ❑ No
2. The Salem hereby finds (check one that applies):
• Conservation Commission
a. ❑ that the proposed work cannot be conditioned to meet the standards set forth in a
municipal ordinance or bylaw, specifically:
1.Municipal Ordinance or Bylaw Cda --�
2. tion
Therefore, work on this project may not go forward unless and until a revised Notice of
Intent is submitted which provides measures which are adequate to meet these
standards, and a final Order of Conditions is issued.
b. ❑that the following additional conditions are necessary to comply with a municipal
ordinance or bylaw:
- — ---- -
I.Mendpal Ordinance drBylsw � 2 Citation
3. The Commission orders that all work shall be performed in accordance with the following
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.
The special conditions relating to municipal ordinance or bylaw are as follows(if you need
more space for additional conditions, attach a text document):
vpelorm5.0oc• rev.172309 Pepe 10&12
Massachusetts Department of Environmental Protection Provided by MassDEP:
Bureau of Resource Protection - Wetlands a54-503
1 WPA Form 5 — Order of Conditions MassDEP File#
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction#
Salem
City?own
E. Signatures
This Order is valid for three years, unless otherwise specified as a special Sept. 23 2010
condition pursuant to General Conditions#4,from the date of issuance. 1. Date of Issuance
Please indicate the number of members who will sign this form.
This Order must be signed by a majority of the Conservation Commis n. 2.N be of Signe s
The Order must be mailed by certified mail (return receipt requested)o hand del' erect a applicant.A
copy also must be mailed or hand delivered at the same time to the priate pa t of
Environmental Protection Regional Office, if not filing electronicall the p party er, if different
from applicant.
S' to
rt
C
❑ by hand delivery on ❑ by certified mail, return receipt
requested, on
Date Date
F. Appeals
The applicant,the owner, any person aggrieved by this Order, any owner of land abutting the
land subject to this Order, or any ten residents of the city or town in which such land is located,
are hereby notified of their fight to request the appropriate MassDEP Regional Office to issue a
Superseding Order of Conditions. The request must be made by certified mail or hand delivery
to the Department,with the appropriate filing fee and a completed Request of Departmental
Action Fee Transmittal Form, as provided in 310 CMR 10.03(7)within ten business days from
the date of issuance of this Order. A copy of the request shall at the same time be sent by
certified mail or hand delivery to the Conservation Commission and to the applicant, if he/she is
not the appellant.
Any appellants seeking to appeal the Department's Superseding Order associated with this appeal
will be required to demonstrate prior participation in the review of this project. Previous participation
in the permit proceeding means the submission of written information to the Conservation
Commission prior to the dose of the public hearing, requesting a Superseding Order, or
providing written information to the Department prior to issuance of a Superseding Order.
The request shall state dearly and concisely the objections to the Order which is being
appealed and how the Order does not contribute to the protection of the interests identified in
the Massachusetts Wetlands Protection Act(M.G.L. C. 131, §40), and is inconsistent with the
wetlands regulations(310 CMR 10.00). To the extent that the Order is based on a municipal
ordinance or bylaw, and not on the Massachusetts Wetlands Protection Act or regulations, the
Department has no appellate jurisdiction.
WPdo n5.doc• M.12!1!09 Pn 11 0(12
LlMassachusetts Department of Environmental Protection Provided by MassDEP:
Bureau of Resource Protection -Wetlands 464-503
WPA Form 5 — Order of Conditions MassDEP File#
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP-Transaction#
Salem
City/Town
G. Recording Information
This Order of Conditions must be 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 subject to the Order. In the case of registered land, this Order
shall also be noted on the Land Court Certificate of Title of the owner of the land subject to the
Order of Conditions. The recording information on this page shall be submitted to the
Conservation Commission listed below.
Salem
Conservation Commissron
Detach on dotted line, have stamped by the Registry of Deeds and submit to the Conservation
Commission.
..........................................................................................................
To:
Salem
Conservation Comm�sion
Please be advised that the Order of Conditions for the Project at:
92 Ome Street(Danvers River) #64-503
Project Location - MassDEP File Number
Has been recorded at the Registry of Deeds of:
County - _. _ _ Book Page
for: Property Owner
and has been noted in the chain of title of the affected property in:
Book Page
In accordance with the Order of Conditions issued on:
Date
If recorded land, the instrument number identifying this transaction is:
Instrument Number
If registered land, the document number identifying this transaction is:
Document Number
Signature.of Applicant
�PMWM5.� W.IMMS Pepe 12 d 12
d L Attachment to.Order of Conditions #64503
Page lof 4
SALEM CONSERVATION COMMISSION
DEP FILE #64-503
92 Ome Street
City of Salem, Massachusetts
ADDITIONAL FINDINGS
Based on the Estimated Habitats of Rare Wildlife and Certified Vernal Pools Map (June 1, 2003) from Natural
Heritage& Endangered Species Program (NHESP)of the Massachusetts Division of Fisheries and Wildlife, it has
been determined that this project does not occur near any habitat of state-listed rare wildlife species nor contains any
vernal pools.
This Order is issued under the Massachusetts Wetlands Protection Act,M.G.L. Chapter 131, Section 40 and the City
of Salem Wetlands Protection Ordinance, Salem Code Chapter 34, Section 34-1 —34-13.
This Order permits the dredging of 100 cubic yards of Land Under Ocean in the Danvers River off of Cabot Farm
Pier at 92 Ome Street, Salem, MA. Dredged materials will be de-watered and disposed of legally in an upland
disposal site. All work will be done waterside from a barge and completed in one day.
GENERAL CONDITIONS
1. This Order of Conditions must be recorded in its entirety(including all 4 pages of Special Conditions)
at the Essex County Registry of Deeds or the Land Court for the district in which the land is located,
after the expiration of the 10-day appeal period and within 30 days of the issuance. A copy of the
recording information must be submitted to the Salem Conservation Commission before any
work approved in this Order commences.
2. Approval of this application does not constitute compliance with any law or regulation other than
M.G.L Chapter 131, Section 40, Wetlands Regulations 310 CMR 10.00 and the City of Salem Wetlands
Protection Ordinance, Salem Code Chapter 34, Section 34-1 —34-13.
3. All work shall be performed in accordance with this Order of Conditions and approved site plan(s). No
alteration of wetland resource areas or associated buffer zones,other than that approved in this Order,
shall occur on this property without prior approval from the Commission.
4. Prior to any work commencing on site,a DEP Sign showing DEP File#64-503 must be installed at the
entrance to the site and seen from the public way, but not placed on a living tree.
5. No work approved in this Order may commence until the ten(10)day appeal period has lapsed from the
date of the issuance of this Order.
6. With respect to this Order,the Commission designates the Conservation Agent as its agent with powers
to act on its behalf in administering and enforcing this Order.
7. The Commission or its Agent,officers,or employees shall have the right to enter and inspect the property at
any time for compliance with the conditions of this Order,the Wetlands Protection Act MGL Chapter 131,
d , g Attachment to Order of Conditions # 64-503
r Page 2of 4
Section 40,the Wetlands Regulations 310 CMR 10.00,and shall have the right to require any data or
documentation that it deems necessary for that evaluation.
8. The term"Applicant'as used in this Order of Conditions shall refer to the owner,any successor in
interest or successor in control of the property referenced in the Notice of intent, supporting documents
and this Order of Conditions. The Commission shall be notified in writing within 30 days of all
transfers of title of any portion of the property that takes place prior to issuance of the Certificate of
Compliance.
9. It is the responsibility of the applicant to procure all other applicable federal, state and local permits and
approvals associated with this project. These permits may include but are not necessarily limited to the
following:
(1) Section 404 of the Federal Water Pollution Control Act(P.L. 92-500, 86 stat. 816),U.S.Army
Corps of Engineers.
(2) Water Quality Certification in accordance with the Federal Water Pollution Control under authority
of sec. 27(5)of Chapter 21 of the Massachusetts General Laws as codified in 314 CMR 9.00.
(3) Sewer Extension Permit from the DEP Division of Water Pollution Control under G.L. Ch. 21A ss7
and 314 CMR 7.00. Any Board of Health permit for septic system design for any portion of the
septic system within 100 feet of wetlands shall be submitted to the Commission prior to
construction initiation.
(4) Design Requirements for Construction in Floodplains under the State Building Code(780 CMR
744.).
10. If there are conflicting conditions within this Order,the stricter condition(s)shall rule.
11. All work shall be performed so as to ensure that there will be no sedimentation into wetlands and
surface waters during construction or after completion of the project.
12. The Commission or its Agent shall have the discretion to modify the erosion/siltation control methods
and boundary during construction if necessary.
13. The Commission reserves the right to impose additional conditions on portions of this project or this site
to mitigate any actual or potential impacts resulting from the work herein permitted.
14. The work shall conform to the following attached plans and special conditions:
Final Approved Plans
BATHYMETRIC SURVEY CONDUCTED 4/30/2010, CABOT FARM STREET PIER,
SALEM, MA (Sheet 1,2)
(Tule)
8/11/2010
(Dared)
Steele Associates Marine Consultants, LLC
(Signed and Stamped by)
City of Salem Conservation Commission
(Ort JUe with)
15. Any proposed changes in the approved plan(s)or any deviation in construction from the approved
plan(s)shall require the applicant to file a Notice of Project Change with the Commission. The Notice
Attachment to Order of Conditions # 64-503
4 +) Page Sof 4
shall be accompanied by a written inquiry prior to their implementation in the field, as to whether the
change(s)is substantial enough to require filing a new Notice of Intent or a request to correct or amend
this Order of Conditions. A copy of such request shall at the same time be sent to the Department of
Environmental Protection.
16. In conjunction with the sale of this property or any portion thereof before a Certificate of Compliance has
beenissued the
applicant or current landowner shall all submit to the Commission a statement signed by the
buyer that he/she is aware of an outstanding Order of Conditions on the property and has received a copy of
the Order of Conditions.
17. Condition Number_as indicated shall continue in force beyond the Certificate of Compliance,in
perpetuity,and shall be referenced to in all future deeds to this property.
PRIOR TO CONSTRUCTION
18. Prior to the commencement of any activity on this site other than activities listed above,there
must be a Pre-Construction Meeting on site between the project supervisor,the contractor responsible
for the work,and the Conservation Agent and/or a member of the Conservation Commission to ensure
that the requirements of the Order of Conditions are understood. The staked erosion control line shall be
adjusted,if necessary,during the pre-construction meeting. Please contact the Conservation Agent at
(978)619-5685 at least forty-eight(48) hours prior to construction to arrange for the Pre-
Construction Meeting.
19. No clearing of vegetation,including trees,or disturbance of soil shall occur prior to the pre-construction
meeting. Minimal disturbance of shrubs and herbaceous plants shall be allowed prior to the pre-
construction meeting if absolutely necessary in order to place erosion control stakes where required.
DURING CONSTRUCTION
20. A copy of this Order of Conditions and the plan(s)approved in this Order shall be available on site at all
times when work is in progress.
21. No alteration or activity shall occur beyond the limit of work as shown on the approved plan(s).
22. All waste products,grubbed stumps,slash;construction materials,etc.shall be deposited at least 100 feet
from wetland resource areas and 200 feet from river.
23. Cement trucks shall not be washed out in any wetland resource or buffer zone area,nor into any drainage
system. Any deposit of cement or concrete products into a buffer zone or wetland resource area shall be
immediately removed.
24. All exposed subsoils shall be covered by a minimum of three(3)inches of quality screened loam topsoil
prior to seeding and final stabilization.
25. Immediately following drainage structure installation all inlets shall be protected by silt fence,haybale
barriers and/or silt bags to filter silt from stotmwater before it enters the drainage system.
26. There shall be no pumping of water from wetland resource areas.
27. All equipment shall be inspected regularly for leaks. Any leaking hydraulic lines,cylinders or any other
components shall be fixed immediately.
�y Attachment to Order of Conditions # 64503
ate ' Page 4of 4
28. During construction,all drainage structures shall be inspected regularly and cleaned as necessary.
29. The applicant is herby notified that failure to comply with all requirements herein may result in the issuance
of enforcement actions by the Conservation Commission including,but not limited to,civil administrative
penalties under M.G.L Chapter 21 A,section 16.
AFTER CONSTRUCTION
30. Upon completion of construction and final soil stabilization,the applicant shall submit the following to
the Conservation Commission to request a Certificate of Compliance(COC):
(1) A Completed Request for a Certificate of Compliance form(W PA Form 8A or other form if
required by the Conservation Commission at the time of request).
(2) A letter from a Registered Professional Engineer certifying compliance of the property with this
Order of Conditions.
(3) An "As-Built'plan signed and stamped by a Registered Professional Engineer or Land Surveyor
showing post-construction conditions within all areas under the jurisdiction of the Massachusetts
Wetlands Protection Act. This plan shall include at a minimum:
(a) All wetland resource area boundaries with'associated buffer zones and regulatory setback
areas taken from the plan(s)approved in this Order of Conditions;
(b) Locations and elevations of all stormwater management conveyances,structures and best
management designs,including foundation drains,constructed under this Order within any
wetland resource area or buffer zone;
(c) Distances from any structures constructed under this Order to wetland resource areas-
"structures"include,but are not limited to,all buildings,septic system components,wells,
utility lines,fences,retaining walls,and roads/driveways;
(d) A line delineating the limit of work-`work"includes any filling,excavating and/or
disturbance of soils or vegetation approved under this Order,
31. When issued,the Certificate of Compliance must be recorded at the Essex ex County Registry of Deeds
and a co of the recording submitted to the
PY g Salem Conservation Commission.
32. If the completed work differs from that in the original plans and conditions,the report must specify how
the work differs;at which time the applicant shall first request a modification to the Order. Only upon
review and approval by the Commission, may the applicant request in writing a Certificate of
Compliance as described above.
ADDITIONAL CONDITIONS
33. Chapter 91 license must be obtained and submitted to the Salem Conservation Commission prior to
construction.
GFSGEOLOGICAL FIELD SERVICES, INC:
CABOT FARM PIER DREDGING
SALEM, MA
NOTI,CE OF INTENT
i
SSubmitted to:
SALEM CONSERVATION COMMISSION
' CITY HALL ANNEX
1
120 WASHINGTON STREET
SALEM, MA 01970
- Prepared for:
RACHEL N. LUTTS REVOCABLE TRUST
92 ORNE STREET
SALEM, MA 01970
Prepared by : _
GEOLOGICAL FIELD SERVICES, INC.
156 TREMONT STREET
MELROSE, MA 02176
August 26, 2010
156 Tremont Street, Melrose,Massachusetts,02176
Tel: (781) 662-9800 Fax: (781) 665-3099
I '
NOTICE OF INTENT
CABOT FARM PIER DREDGING
SALEM, MA
` TABLE OF CONTENTS
WPA FORM 3 Notice of Intent
WPA Appendix B Wetland Transmittal Form
Copies of Checks
ATTACHMENT A Abutter List
I Notification to Abutter Form
Affidavit of Service
tATTACHMENT B Figure
ATTACHMENT C Project Narrative
ATTACHMENT D Proof of Submittal to MA Division of Marine
Fisheries
ATTACHEMENT E Site Plans
l
Massachusetts Department of Environmental Protection Pc°u'dedyf fa�scE? °r
Bureau of Resource Protection - Wetlands
�r MassOEP`File Number:-�,
WPA Form 3 - Notice of Intent
' 13oafmTransactiori..Number,5
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem
- -. Citylfown
Important:
When filling out -A."General Information
forms on the .
computer,use 1. Project Location (Note: electronic filers will click on button to locate project site):
only the tab key
to move your 92 Orne Street Salem 01970
cursor-do not
use the return a.Street Address b.City/Town c.Zip Code
key' Latitude and Longitude: 423217 48
e.
d. Latitude e. Longitude
37 60
f.Assessors Map/Plat Number g. Parcel/Lot Number
2. Applicant:
Robert Lutts
a. First Name b.Last Name
Note: Rachel N. Lutts Revocable Trust
Before c.Organization
completing this 92 Orne Street
form consult
your local d.Street Address
Conservation Salem MA 01970
Commission e.City/Town f.State g.Zip Code
regarding any
municipal bylaw 978 745-9233
or ordinance. h.Phone Number I.Fax Number j.Email Address
3. Property owner (required if different from applicant): ❑ Check if more than one owner
a.First Name b. Last Name
c.Organization
d.Street Address
e.City/Town f.State - g.Zip Code
In.Phone Number i. Fax Number j. Email address
4. Representative (if any):
Luke Fabbri
a. First Name b.Last Name
Geological Field Services, Inc.
c.Company
156 Tremont Street
d. Street Address
Melrose MA 02176
e.City/Town f.State g.Zip Code
7816629800 lafabbri@verizon.net
h. Phone Number i. Fax Number j.Email address
5. Total WPA Fee Paid (from NO]Wetland Fee Transmittal Form):
$1450 $712.50 $737.50
a.Total Fee Paid b.State Fee Paid c.City/Town Fee Paid
wpaform3.doc•rev. 11/16/09 Page 1 of 8
1 Massachusetts Department of Environmental Protection Provided by MassDEP
Bureau of Resource Protection - Wetlands MasaoEP File Number
WPA Form 3 - Notice of Intent
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Document Transaction Number
Salem
City/Town
A. General Information (continued)
6. General Project Description:
Improvement dredgeing of the Cabot Farm Pier
ISI
7a. Project Type Checklist:
1. ❑ Single Family Home 2. ❑ Residential Subdivision
3. ❑ Limited Project Driveway Crossing 4. ❑ Commercial/Industrial
5. ❑ Dock/Pier 6. ❑ Utilities
1 7. ❑ Coastal Engineering Structure 8. ❑ Agriculture (e.g., cranberries, forestry)
9. ❑ Transportation 10. ® Other
7b. Is any portion of the proposed activity eligible to be treated as a limited project subject to 310 CMR
10.24 (coastal) or 310 CMR 10.53 (inland)?
1. ❑ Yes ® No If yes, describe which limited project applies to this project
2. Limited Project
8. Property recorded at the Registry of Deeds for:
Essex
a.County b.Certificate#(if registered land)
26555 3
c. Book d. Page Number
B. Buffer Zone & Resource Area Impacts (temporary & permanent)
1. ❑ Buffer Zone Only—Check if the project is located only in the Buffer Zone of a Bordering
Vegetated Wetland, Inland Bank, or Coastal Resource Area.
2. ❑ Inland Resource Areas (see 310 CMR 10.54-10.58; if not applicable, go to Section B.3,
Coastal Resource Areas).
Check all that apply below. Attach narrative and any supporting documentation describing how the
project will meet all performance standards for each of the resource areas altered, including standards
requiring consideration of alternative project design or location.
Resource Area Size of Proposed Alteration Proposed Replacement(if any)
For all projects
affecting other
Resource Areas, a. ❑ Bank 1. linear feet 2. linear feet
please attach a b. ❑ Bordering Vegetated
narrative
explaining how Wetland 1.square feet 2.square feet
the resource
area was c. ❑ Land Under 1.square feet 2.square feet
delineated. Waterbodies and
Waterways
3.cubic yards dredged
wpaform3.doc•rev. 11/16/09 Page 2 of 8
Massachusetts Department of Environmental Protection ME
r, s .,Bureau of Resource Protection -Wetlandsur,�' sWPA Form 3 — Notice of Intent =r,�Number_
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem o.
City/Town
B. Buffer Zone & Resource Area Impacts (temporary & permanent) (cont'd)
Resource Area Size of Proposed Alteration Proposed Replacement(if any)
d. ❑ Bordering Land
Subject to Flooding 1.square feet 2.square feet
3.cubic feet of flood storage lost 4.cubic feet replaced
e. ❑ Isolated Land
Subject to Flooding 1.square feet
2.cubic feet of flood storage lost 3.cubic feet replaced
f. ❑ Riverfront Area 1. Name of Waterway(if available)
2. Width of Riverfront Area (check one):
❑ 25 ft. - Designated Densely Developed Areas only
❑ 100 ft. - New agricultural projects only
❑ 200 ft. -All other projects
3. Total area of Riverfront Area on the site of the proposed project: square feet
4. Proposed alteration of the Riverfront Area:
a.total square feet b.square feet within 100 ft. c.square feet between 100 ft.and 200 ft.
5. Has an alternatives analysis been done and is it attached to this NOI? ❑ Yes❑ No
6.Was the lot where the activity is proposed created prior to August 1, 1996? ❑ Yes❑ No
3. ® Coastal Resource Areas: (See 310 CMR 10.25-10.35)
Check all that apply below. Attach narrative and supporting documentation describing how the project
will meet all performance standards for each of the resource areas altered, including standards
requiring consideration of alternative project design or location.
Online Users:
Include your Resource Area Size of Proposed Alteration Proposed Replacement (if any)
document
transaction
number a. ElDesignated Port Areas Indicate size under Land Under the Ocean, below
(provided on your 1632
receipt page) b. ® Land Under the Ocean
with all 1.square feet
supplementary 100
information you 2.cubic yards dredged
submit to the
Department. c. ❑ Barrier Beach Indicate size under Coastal Beaches and/or Coastal Dunes below
d. ❑ Coastal Beaches 1.square feet 2.cubic yards beach nourishment
e. ❑ Coastal Dunes 1.square feet 2.cubic yards dune nourishment
wpaform3.doc•rev. 11/16/09 Page 3 of 8
Massachusetts Department of Environmental Protection arrayiaedbyMasssDEP` g. r
Bureau of Resource Protection -Wetlands "
MassD�ptl2NunYher-
� �r � t ffim' f
WPA Form 3 - Notice of Intent �N� h
pocumeniTrdnsactionNumber,
=
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem
City/Town
B. Buffer Zone & Resource Area Impacts (temporary & permanent) (cont'd)
Size of Proposed Alteration Proposed Replacement(if any)
f. ❑ Coastal Banks
1.linear feet
g. ❑ Rocky Intertidal
Shores 1.square feet
h.❑ Salt Marshes 1.square feet 2.sq ft restoration,rehab.,creation
i. ❑ Land Under Salt
Ponds 1.square feet _
2.cubic yards dredged
j. ® Land Containing 1632
Shellfish 1.square feet
k. ® Fish Runs Indicate size under Coastal Banks, inland Bank, Land Under the
Ocean, and/or inland Land Under Waterbodies and Waterways,
above
100
1.cubic yards dredged
I. ❑ Land Subject to
Coastal Storm Flowage 1.square feet
4. ❑ Restoration/Enhancement
If the project is for the purpose of restoring or enhancing a wetland resource area in addition to the
square footage that has been entered in Section B.2.b or B.3.h above, please enter the additional
amount here.
a.square feet of BV W b.square feet of Salt Marsh
5. ❑ Project Involves Stream Crossings
a.number of new stream crossings b.number of replacement stream crossings
C. Other Applicable Standards and Requirements
Streamlined Massachusetts Endangered Species Act/Wetlands Protection Act Review
1. Is any portion of the proposed project located in Estimated Habitat of Rare Wildlife as indicated on
the most recent Estimated Habitat Map of State-Listed Rare Wetland Wildlife published by the Natural
Heritage and Endangered Species Program (NHESP)? To view habitat maps, see the Massachusetts
Natural Heritage Atlas or go to
hftp://www.mass.gov/dfwele/dfw/nhesp/regulatory review/priority habitat/online viewer.htm.
a. ❑ Yes ® No If yes, include proof of mailing or hand delivery of NOI to:
Natural Heritage and Endangered Species Program
Division of Fisheries and Wildlife
2008 Route 135, North Drive
b.Date of map Westborough,MA 01581
wpaform3.doc•rev. 11/16/09 Page 4 of 8
Massachusetts Department of Environmental Protection f3r6VidedbyMassDEP � .
nl
Bureau of Resource Protection - Wetlands M, OF
� MassDEP ate Number� x� �,t
WPA Form 3 - Notice of Intent
m: DocU[I!ent�Trahsac 16 Number-'
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem
city/rown
C. Other Applicable Standards and Requirements (cont'd)
If yes, the project is also subject to Massachusetts Endangered Species Act(MESA) review(321
CMR 10.18). To qualify for a streamlined, 30-day, MESANVetlands Protection Act review, please
complete Section C.1.C, and include requested materials with this Notice of Intent (NOI); OR complete
i Section C.1.d, if applicable. If MESA supplemental information is not included with the NOI, by
completing Section 1 of this form, the NHESP will require a separate MESA filing which may take up
to 90 days to review(unless noted exceptions in Section 2 apply, see below).
1. c. Submit Supplemental Information for Endangered Species Review"
1. ❑ Percentage/acreage of property to be altered:
' (a)within wetland Resource Area percentage/acreage
(b)outside Resource Area percentage/acreage
2. ❑ Assessor's Map or right-of-way plan of site
3. ❑ Project plans for entire project site, including wetland resource areas and areas outside of
wetlands jurisdiction, showing existing and proposed conditions, existing and proposed
tree/vegetation clearing line, and clearly demarcated limits of work**"
(a)❑ Project description (including description of impacts outside of wetland resource area &
bufferzone)
(b) ❑ Photographs representative of the site
(c)❑ MESA filing fee(fee information available at:
http://www.mass.gov/dfwele/dfw/nhesp/regulatorV review/mesa/mesa fee schedule.htm).
Make check payable to "Commonwealth of Massachusetts - NHESP"and mail to
NHESP at above address
Projects altering 10 or more acres of land, also submit:
(d)❑ Vegetation cover type map of site
(e)❑ Project plans showing Priority& Estimated Habitat boundaries
d. OR Check One of the Following
1. ❑ Project is exempt from MESA review.
Attach applicant letter indicating which MESA exemption applies. (See 321 CMR 10.14,
htti)://www.mass.gov/dfwele/dfw/nhesp/regulatory review/mesa/mesa exemptions.htm;
the NOI must still be sent to NHESP if the project is within estimated habitat pursuant to
310 CMR 10.37 and 10.59.)
2.❑ Separate MESA review ongoing. a.NHESP Tracking# b.Date submitted to NHESP
Some projects not in Estimated Habitat may be located in Priority Habitat,and require NHESP review(see
http://www.mass.goy/dfwele/dfw/nhesp/nhesp.htm, regulatory review tab). Priority Habitat includes habitat for state-listed plants and
strictly upland species not protected by the Wetlands Protection Act.
MESA projects may not be segmented (321 CMR 10.16).The applicant must disclose full development plans even if such plans are
not required as part of the Notice of Intent process.
wpaform3.doc•rev.11/16/09 Page 5 of 8
' Massachusetts Department of Environmental Protection Provided by MassDEP:
Bureau of Resource Protection - Wetlands MassDEP File Number
WPA Form 3 - Notice of Intent
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Document Transaction Number
Salem
City/Town
C. Other Applicable Standards and Requirements (cont'd)
3. ❑ Separate MESA review completed.
Include copy of NHESP"no Take" determination or valid Conservation & Management
Permit with approved plan.
2. For coastal projects only, is any portion of the proposed project located below the mean high water
line or in a fish run?
a. ❑ Not applicable— project is in inland resource area only
b.® Yes ❑ No If yes, include proof of mailing or hand delivery of NOI to either:
South Shore- Cohasset to Rhode North Shore- Hull to New Hampshire:
Island, and the Cape& Islands:
Division of Marine Fisheries- Division of Marine Fisheries-
Southeast Marine Fisheries Station North Shore Office
Attn: Environmental Reviewer Attn: Environmental Reviewer
1213 Purchase Street—3rd Floor 30 Emerson Avenue
New Bedford, MA 02740-6694 Gloucester,MA 01930
Also if yes, the project may require a Chapter 91 license. For coastal towns in the Northeast Region,
please contact MassDEP's Boston Office. For coastal towns in the Southeast Region, please contact
MassDEP's Southeast Regional Office.
3. Is any portion of the proposed project within an Area of Critical Environmental Concern (ACEC)?
Online users: a. ❑ Yes ® No If yes, provide name of ACEC (see instructions to WPA Form 3 or MassDEP
Include your Website for ACEC locations). Note: electronic filers click on Website.
document
transaction b.ACEC
number
(provided on your 4. Is any portion of the proposed project within an area designated as an Outstanding Resource Water
receipt page) (ORW) as designated in the Massachusetts Surface Water Quality Standards, 314 CMR 4.00?
with all
supplementary a. ❑ Yes ® NO
information you
submit to the 5. Is any portion of the site subject to a Wetlands Restriction Order under the Inland Wetlands
Department. Restriction Act(M.G.L. c. 131, § 40A) or the Coastal Wetlands Restriction Act(M.G.L. c. 130, § 105)?
a. ❑ Yes ® No
6. Is this project subject to provisions of the MassDEP Stormwater Management Standards?
a. ❑ Yes. Attach a copy of the Stormwater Report as required by the Stormwater Management
Standards per 310 CMR 10.05(6)(k)-(q) and check if:
1.❑ Applying for Low Impact Development(LID) site design credits (as described in
Stormwater Management Handbook Vol. 2, Chapter 3)
2. ❑ A portion of the site constitutes redevelopment
I3. ❑ Proprietary BMPs are included in the Stormwater Management System.
b. ® No. Check why the project is exempt:
1. ® Single-family house
wpaform3.doc•rev. 11/16/09 Page 6 of 8
Massachusetts Department of Environmental Protection ProwdedbyMassDEP t k
Bureau of Resource Protection - Wetlands "
t MassDEP,F�IeNumber� - a.
1 WPA Form 3 - Notice of Intent m
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Sale e�tTransactidnNumber=
. .,
Salem
CilylTown
C. Other Applicable Standards and Requirements (cont'd)
e2. ❑ Emergency road repair
3. ❑ Small Residential Subdivision (less than or equal to 4 single-family houses or less than or
equal to 4 units in multi-family housing project)with no discharge to Critical Areas.
D. Additional Information
Applicants must include the following with this Notice of Intent (NOI). See instructions for details.
Online Users: Attach the document transaction number(provided on your receipt page) for any of the
following information you submit to the Department.
1. ❑ USGS or other map of the area (along with a narrative description, if necessary)containing
sufficient information for the Conservation Commission and the Department to locate the site.
(Electronic filers may omit this item.)
2. ❑ Plans identifying the location of proposed activities (including activities proposed to serve as a
Bordering Vegetated Wetland [BVW] replication area or other mitigating measure) relative to
the boundaries of each affected resource area.
3. ❑ Identify the method for BVW and other resource area boundary delineations (MassDEP BVW
Field Data Form(s), Determination of Applicability, Order of Resource Area Delineation, etc.),
and attach documentation of the methodology.
4. ® List the titles and dates for all plans and other materials submitted with this NOL
Batometric Survey conducted 4/30/2010 Cabot Farm Street Pier Salem MA
a. Plan Title
Steele Associates Marine Consultants, LLC
b. Prepared By c.Signed and Stamped by
8/11/2010 1"=20'
d. Final Revision Date e.Scale
f.Additional Plan or Document Title - g.Date
5. ❑ If there is more than one property owner, please attach a list of these property owners not
listed on this form.
6.❑ Attach proof of mailing for Natural Heritage and Endangered Species Program, if needed.
7. 0 Attach proof of mailing for Massachusetts Division of Marine Fisheries, if needed.
8. 0 Attach NO[Wetland Fee Transmittal Form
9. ❑ Attach Stormwater Report, if needed.
wpaform3.doc•rev. 11/16/09 Page 7 of 8
Massachusetts Department of Environmental ProtectionaT E
Bureau of Resource Protection -Wetlands
zu{
WPA Form 3 - Notice of Intent
e�#
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem
' CityrFown
E. Fees
' 1. ❑ Fee Exempt: No filing fee shall be assessed for projects of any city, town, county, or district of
the Commonwealth, federally recognized Indian tribe housing authority, municipal housing
authority, or the Massachusetts Bay Transportation Authority.
Applicants must submit the following information (in addition to pages 1 and 2 of the NOI Wetland Fee
Transmittal Form)to confirm fee payment:1
2. Municipal Check Number 3.Check date
ey a? G Z)2L,k c`,
4.State Check Number 5.Check date
t Robert Lutts
6.Payor name on check: First Name 7. Payor name on check:Last Name
F. Signatures and Submittal Requirements
' I hereby certify under the penalties of perjury that the foregoing Notice of Intent and accompanying plans,
documents, and supporting data are true and complete to the best of my knowledge. I understand that
the Conservation Commission will place notification of this Notice in a local newspaper at the expense of
the applicant in accordance with the wetlands regulations, 310 CMR 10.05(5)(a).
I further certify under penalties of perjury that all abutters were notified of this application, pursuant to the
' requirements of M.G.L. c. 131, §40. Notice must be made by Certificate of Mailing or in writing by hand
delivery or certified mail (return receipt requested) to all abutters within 100 feet of the property line of the
pro'e tion��
1.signature of Applicant 2.Dath
'. ' 3. Sig!!!re o (if different) 4. Date
5 of ReprefdFbUve(if any) 6.Date
' For Conservation Commission:
Two copies of the completed Notice of Intent(Form 3), including supporting plans and documents, two
copies of the NOI Wetland Fee Transmittal Form, and the city/town fee payment, to the Conservation
Commission by certified mail or hand delivery.
For MassDEP:
One copy of the completed Notice of Intent (Form 3), including supporting plans and documents, one
copy of the NOI Wetland Fee Transmittal Form, and a copy of the state fee payment to the MassDEP
Regional Office(see Instructions) by certified mail or hand delivery.
' Other:
If the applicant has checked the"yes"box in any part of Section C, Item 3, above, refer to that section
and the Instructions for additional submittal requirements.
i ' The original and copies must be sent simultaneously. Failure by the applicant to send copies in a
timely manner may result in dismissal of the Notice of Intent.
' wpaform3.doc•rev.11/16/09 Page 8 of 8
1 Massachusetts Department of Environmental Protection
Bureau of Resource Protection - Wetlands
NOI Wetland Fee Transmittal Form
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40
Important:When
A. Applicant Information
filling out forms
on the computer, 1. Applicant:
use only the tab
key to move your Robert Lutts
cursor-do not a. First Name b. Last Name
use the return
key. Rachel N. Lutts Revocable Trust
c.Organization
92 Orne Street
d.Mailing Address
Salem MA 01970
e.City/town f.State g.Zip Code
' 978 745-9233
h. Phone Number i. Fax Number j.Email Address
2. Property Owner(if different):
a. First Name b. Last Name
c.Organization
d.Mailing Address
e.Cityrrown f.State g.Zip Code
h. Phone Number i. Fax Number j. Email Address
3. Project Location:
a. Street Address b.City/Town
To calculate B. Fees
filing fees, refer
to the category The fee should be calculated using the following six-step process and worksheet. Please see
fee list and 9 9 P
examples in the Instructions before filling out worksheet.
instructions for
filling out WPA
Form 3(Notice of Step 1/Type of Activity: Describe each type of activity that will occur in wetland resource area and
Intent). bufferzone.
Step 2/Number of Activities: Identify the number of each type of activity.
Step 3/individual Activity Fee: Identify each activity fee from the six project categories listed in the
instructions.
Step 4/Subtotal Activity Fee: Multiply the number of activities (identified in Step 2)times the fee per
category (identified in Step 3)to reach a subtotal fee amount. Note: If any of these activities are in a
Riverfront Area in addition to another Resource Area or the Buffer Zone, the fee per activity should be
multiplied by 1.5 and then added to the subtotal amount.
Step 5/Total Project Fee: Determine the total project fee by adding the subtotal amounts from Step 4.
' Step 6IFee Payments: To calculate the state share of the fee, divide the total fee in half and subtract
$12.50. To calculate the city/town share of the fee, divide the total fee in half and add $12.50.
noifeeH doc•Wetland Fee Transmittal Form•rev.20108 Page 1 of 2
Massachusetts Department of Environmental Protection
Bureau of Resource Protection - Wetlands
NOI Wetland Fee Transmittal Form
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40
B. Fees (continued)
Step 1/Type of Activity Step 2/Number Step Step 4/Subtotal Activity
of Activities 3/Individual Fee
Activity Fee
' Dredging 1 1450 1450
Step 5/Total Project Fee: 1450
Step 6/Fee Payments:
Total Project Fee: 1450a.Total Fee from step 5
State share of filing Fee: 712.50
I b. 1/2 Total Fee less$12.50
City/Town share of filling Fee: 737.50
c. 1/2 Total Fee plus$12.50
C. Submittal Requirements
a.) Complete pages 1 and 2 and send with a check or money order for the state share of the fee, payable to
the Commonwealth of Massachusetts.
Department of Environmental Protection
Box 4062
Boston, MA 02211
b.) To the Conservation Commission: Send the Notice of Intent or Abbreviated Notice of Intent,a copy of
this form, and the city/town fee payment.
To MassDEP Regional Office (see Instructions):Send a copy of the Notice of Intent or Abbreviated Notice of
Intent; a copy of this form;and a copy of the state fee payment. (E-filers of Notices of Intent may submit these
electronically.)
no,fee0.doc•Wetland Fee Transmitlal Forth•rev.221/08 Page 2 of 2
I
Enter your transmittal number ; X24aaa = '
Transmrtta6 Number
Your unique Transmittal Number can be accessed online: http://mass.gov/dep/service/onlineltrasmfrm.shtml
Massachusetts Department of Environmental Protection
Transmittal Form for Permit Application and Payment
1. Please type or A. Permit Information
print.A separate
Transmittal Form
must be completed 1.Permit Code:7 or 8 character code from permit instructions 2. Name of Permit Category
for each permit
application.
3.Type of Projector Activity
2. Make your
check payable to B. Applicant Information - Firm or Individual
the Commonwealth
of Massachusetts Rachel N. Lutts Revocable Trust
' and mail it with a 1. Name of Firm-Or,if party needing this approval is an individual enter name below:
copy of this form to: Lutts Robert
DEP,P.O. Box
4062, Boston,MA 2. Last Name of Individual 3. First Name of Individual - 4. MI
02211. 92 Orne Street
5.Street Address
3. Three copies of Salem MA 01970 978 745-9233
this form will be 6.City/Town 7,State 8.Zip Code 9.Telephone# 10.Ext.#
needed. Luke Fabbri lafabbri@verizon.net
Copy 1 -the 11.Contact Person 12.e-mail address(optional)
original must
accompany your
permit application. C. Facility, Site or Individual Requiring Approval
Copy 2 must
accompany your Cabot Farm Pier
fee payment. 1.Name of Facility,Site Or Individual
Copy 3 should be 92 Orne Street
retained for your 2.Street Address
records Salem MA 01970 978 745-9233
4. Both fee-paying 3.City/Town 4.State 5.Zip Code 6.Telephone# 7.Ext.#
and exempt
applicants must 8. DEP Facility Number(if Known) 9. Federal I.D.Number(if Known) 10. BWSC Tracking#(if Known)
mail a copy of this
transmittal for,to: D. Application Prepared by (if different from Section B)'
MassDEP Geological Field Services, Inc.
P.O.Box 4062
Boston,MA 1.Name of Firm Or Individual
02211 156 Tremont Street
2.Address
Melrose MA 02176 781662-9800
'Note:
For BWSC Permits, 3.CitylTown 4.State 5.Zip Code 6.Telephone# 7.Ext.#
enter the LSP. Luke Fabbri
8.Contact Person 9.LSP Number(BWSC Permits only)
E. Permit - Project Coordination
' 1. Is this project subject to MEPA review? ❑yes ® no
If yes, enter the project's EOEA file number-assigned when an
Environmental Notification Form is submitted to the MEPA unit:
EOEA File Number
F. Amount Due
DEP Use Only Special Provisions:
1. ❑Fee Exempt(city,town or municipal housing authority)(stale agency if fee is$100 or less).
Permit No: There are no fee exemptions for BWSC permits, regardless of applicant status.
2. ❑ Hardship Request-payment extensions according to 310 CMR 4.04(3)(c).
Recd Date: 3. ❑Alternative Schedule Project(according to 310 CMR 4.05 and 4.10).
4. ❑ Homeowner(according to 310 CMR 4.02).
Reviewer. 9 111 b 712.5 8/26/2010
Check Number Dollar Amount Date
tr-formw(3)•rev. 1/07 Page 1 of 1
' -- ROBERT T. LUTTS 53-7055/2113 4297
92 ORNE ST.
SALEM, MA 01970-2643 DATE 16 CJ
i
c
a
PAYTOTHE
ORDER
ORDER OF L
' € OLLARS LJ m
SalemFivery
210 Essex SU=e Salem,MA 01970
a MEMO IIP
' -1: 2LL3705SID: 0886i7026Sill 4297
---- -- -
ROBERT T. LUTTS 53-7055/2113 4296
92 ORNE ST.
SALEM, MA 01970-2643
FRDER
��" .a t'4 f lld„//
OLLARS 1J
SalemFi e
210 Esser Street,Salem,MA 01970 -
MEMO
21L3 ?05SEW
0886 170 26 51i' 4 296
I '
CABOT FARM PIER DREDGING
SALEM, MA
NOTICE OF INTENT
I �
ATTACHEMENT A
I �
Affidavit of Service
Notification to Abutter Form
Abutter List
August 26, 2010
AFFIDAVIT OF SERVICE
' Under the Massachusetts Wetlands Protections Act
Submitted to MA Department of Environmental Protection and
the Salem Conservation Commission
1
' I, Luke Fabbri, hereby certify under the pains and penalties of perjury that on August 26, 2010,
I gave notification to abutters in compliance with the second paragraph of Massachusetts General
ILaws Chapter 131, Section 40, and the DEP Guide to Abutter Notification dated April 8, 1994,
in connection with the following matter:
' Notice of Intent filed under Massachusetts Wetlands Protection Act by Geological Field
Services Inc. with the Salem Conservation Commission on August 26, 2010, for the
property located on 92 Orne Street, Danvers River, Salem, MA .
The form of the notification, a list of the abutters to whom it was given and their address are
attached to this Affidavit of Service.
e Date
NOTIFICATION TO ABUTTERS
UNDER THE MASSACHUSETTS WETLANDS PROTECTIONS ACT
In accordance with the second paragraph of the Massachusetts General Laws Chapter 131,
Section 40, you are hereby notified of the following:
A. The name of the applicant is Robert Lutts.
B. The applicant has filed a Notice of Intent with the Salem Conservation Commission
' seeking permission to remove, fill or dredge an Area Subject to Protection Under the
Wetlands Protection Act (MGL Chapter 131, Section 40). The proposed project
consists of improvement dredging within the vicinity of the Cabot Farm Pier located
within an area of the Danvers River. Disposal of the dredge material will be at the
Greenwood Street Landfill, Worcester, Massachusetts.
C. The address of the lot where the activity is proposed is 92 Ome Street, Salem, MA
01970.
' D. The Notice of Intent may be examined at the Salem Conservation Commission Office
at City Hall Annex, 120 Washington Street, Salem MA. For more information call
(978) 619-5685.
' Information regarding the time, date and place of the public hearing may also be
obtained from the Salem Conservation Commission. For information call (978) 619-
5685.
E. Copies of the Notice of Intent may be obtained from the applicant's representative,
Geological field Services, Inc., 156 Tremont Street, Melrose, MA 02176, or by
calling 781662-9800.
Note:
Notice of the public hearing, including its date, time and place, will be published at least five
days in advance in the Salem Evening News. Furthermore, notification will be posted in the
City Hall not less than 48-hours in advance. You may also contact your local Conservation
ICommission or the nearest Department of Environmental Protection Regional Office for more
information about this application or the Wetlands Protection Act. To contact the Department of
Environmental Protection, call: DEP-Northeast Region: 978 694-3200.
CITY OF SALEM.
' ASSESSOR'S CERTIFICATION OF ABUTTERS AND
PROPERTY OWNERS
I
BOARD/COMMISSION: Conservation Commission AUG 182010
' PROJECT SITE: 92 ORNE STRET 37_0060_0 DEPT OF r NG
DATE: August 11, 2010
' DESCRIPTION OF REQUIREMENT: All abutters and any property owner
within 100 feet of the property line of the land where the activity is proposed
' including if land is separated by a public or private street or a body of water and
not unreasonably distant from the project site.
This is to certify that the time of the last assessment for taxation made by the City of
' Salem,the names and addresses of those listed on the attached sheets are"abutters and
property owners" (as defined by Wetlands Protection Act 310 CMR 10.05(4)(a))to the
parcel(s)of land listed above as the pr ect site.
L -0
Assessor's Signature: Date: / 3
Number of initialed pages attached: r
Once Certified, Return to:
Frank Taormina,Department of Planning and Community Development
1
City of Salem, MA 8/11/2010
' Parcel Map
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�r-
Property Information ❑ Surrounding Towns
' Property ID 37_0060_0 ❑ Town Boundary
Location 92 ORNE STREET Ocean
Streams
MAP FOR REFERENCE ONLY water Bodies
' NOT A LEGAL DOCUMENT ❑ Parcels
Easement
❑ Buildings
Because of different update schedules,currant property Selection:Parcels
assessments may not mfiect recent changes to property
boundrise Check with the Board of Assessors to confirm
boundaries used!at time et assessment.
i
01111
B DENNETTETT BETSEY LUTTS
90 ORNE ST
SALEM,MA 01970
28_0016 0
CABOT FARM TRUST THE
91 ORNE ST
SALEM,MA 01970
' 37_0060_0
RACHEL N.LUTTS REV TR OF 2006
92 ORNE ST
' SALEM,MA 0!970
' 37_D081 0
ORNE REALTY TRUST
93 ORNE ST
SALEM,MA 01970
IArt-
' CABOT FARM PIER DREDGING
' SALEM, MA
NOTICE OF INTENT
ATTACHEMENT B
' Figures
I
it 1
I,
r
' August 26, 2010
-.. -a,,g.- \` o r Yy!r— F•8 t ^�q��n Jrst
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2 d
' AML - $rjr j�3 ?,IG l lxr¢nfas. wamnf. nEarou .ac rn yarn '
Figure 1 Cabot Farm Pier
Geological Field Services,Inc. 92 Orne St., Salem Ma
Melrose,MA 02176 Source: USGS Salem Quad
DateAugust 2010 Scale: As Shown
1
1 11.01 .1 13 0
3.2 4.35 015.]
1 10.5 .1 .212. 1,5'36.3
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1 p'3 I 1, APPROXIMATE FD0MRMI IKEA 1 TO S 5 RE MLW 100 Cl/BIC YARDS
-1 00.3 0.4 ••. 0,8 0.9 APPROXIMAiC FOOIDRINI ARCA' 1.6J2 SWARE fECT
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0.40.4 0.3 0.8
BATHYMETRIC SURVEY CONDUCTED 0130R010 c'�e k��e�eRd tF"�e8E A
CABOT FARM STREET PIER
Em DNH o SALEM.MA
� p.
I '
1
TYPICAL DREDGE SECOCW PRLYILES
' SECTION PRMLE A SECPO'PR LE B
gi
W
3
3
m
i EXISTING GRADE BOX CUT AT m,
a SIDE-SLOPES
w
DREDGE CUT TO
-3.5 FT MLW ''m
DREDGE TEMPLATE
SEc1 PPMLE C SECRW PROFlLE D
m
r
� �m �m �m
� r
SCALE AS S OAN
BATNYMETRIC SURVEY CONDUCTED 4M00010
'fi; CA BOT FARM STREET PIER
i R 4 2R r SALEIAMA ga�1 3
Ig n mN
1
FARM PIER DREDGING
r SALEM, MA
i ' NOTICE OF INTENT
I �
r
ATTACHEMENT C
r
' Project Narrative
August 26, 2010
' PROJECT NARRATIVE
M CABOTS FARM PIER
SALEM, MASSACHUSETTS
A. INTRODUCTION
The Cabot Farm Trust is proposing a dredging project for an area within the Danvers
River(see Figure 1 - Locus Map). The project consisted of the dredging of 100 cubic
yards of material over a total area of 1,632 square feet. The proposed dredged material
will be disposed of at the Greenwood Street Landfill in Worcester, Massachusetts which
is approved to take dredge solids. The proposed project consists of improvement
dredging on either side of the existing float and an access channel to deeper water.
B. PROJECT BACKGROUND
Existing Conditions
The Cabot Farm Pier is located on the south side of the Danvers River near the Kenwood
Avenue Pubic Boat Ramp. The existing structure consists of a pier, ramp and float that
were constructed in accordance with an Order of Conditions issued by the Salem
Conservation Commission on July 11, 2007. The area surrounding the float is shallow as
is the access to the navigation channel located approximately 200 feet north of the float.
Available Bathymetric Information
Steel Associates Marine Consultants, LLC performed a bathymetric survey of the
' proposed dredging area on April 30, 2010. This information has been used to establish
existing conditions of estimate dredge quantities.
C. PROPOSED PROJECT
An overview of the project and proposed dredge limits are shown on Figure 1 —Locus
Map and Figure 2—Site Plan. The total area to be dredged is approximately 1,632 square
feet. The proposed volume to be dredge is 100 cubic yards. The proposed project area
will be dredge to a depth of 3.5 feet below mean low water(MLW) with a 1-foot
allowable over-dredge. The area has not previously been dredged and all work is
considered improvement dredging. Dredging will be conducted by mechanical method
using a barge-mounted excavator. Once excavated, dredge material will be loaded
directly into a scow for transportation to an off loading facility in Boston. The material
will be kept on the barge for five to seven days to allow for dewatering. The barge has a
capacity of 600 cubic yards and only one hopper will be used.
i
D. RESOURCE AREAS
This is a water-dependent project that has been designed, and will be preformed, using
the best available measures to minimize adverse impact to the resource areas defined
under the Wetlands Protection Act.
1. LAND UNDER THE OCEAN (310 CMR 10.25)
Land Under the Ocean (LUO) is defined as "land extending from the mean low water
line seaward to the boundary of the municipality's jurisdiction and includes land
under estuaries.
' LUO, particularly the near-shore area, is presumed significant to the protection of
marine fisheries, protection of wildlife habitat, storm damage prevention and floor
control (310 CMR 10.25). According to 310 CMR 10.25(3), "improvement dredging
for navigation purposes affecting LUO shall be designed and carried out using the
best available measures so as to minimize adverse effects on such interests caused by
changes in (a) bottom topography which will result in increase flooding or erosion
caused by an increase in the height of velocity of waves impacting the shore; (b)
sediment transport processes which increase flood or erosion hazards by affecting the
natural replenishment of beaches; (c) water circulation which will results is an
adverse change in flushing rate, temperature, or turbidity levels; or(d)marine
productivity which will result from the suspension or transport of pollutants, increase
turbidity, the smothering of bottom organisms, the accumulation of pollutants by
' organism, or the destruction of marine fisheries habitat or wild life habitat."
The proposed project will impact approximately 1,632 square feet of LUO in the
' Danvers River. The proposed project will not increase flooding or erosion from
increase wave height. The material to be removed is not suitable for beach
nourishment and is not known to be a source of replenishment. Water circulation will
not change because of the proposed project and marine productivity will not be
impacted.
The proposed dredging area is all LUO that has a very soft substrate that consist of
very fine slit and fine sand. Data from the Massachusetts Department of
Environmental Protection(MADEP) Wetlands Conservancy Program indicates no
occurrences of ellgrass (Zostera marina) in the area. This has been confirmed in the
field.
The proposed project will be performed during the dormant fall or winter months The
proposed project will take approximately 1-2 hours to complete and will not
significantly affect the resource area's ability to provide feeding, spawning or shelter
areas to costal organisms, or to buffer the high-energy effect of storms, or to provide
a sediment source for costal beaches.
2. BANKS OF OR LAND UNDER THE OCEAN, PONDS, STREAMS, RIVERS,
LAKES, OR CREEKS THAT UNDERLIE ANADROMOUS/CATADROMOS
FISH RUN (310 CMR 10.35)
The land under the ocean, ponds, streams, rivers, lakes, or creeks that underlie
anadromous/catadromous fish run is defined as "that area within...rivers...which is a
spawning or feeding ground or passageway for anadromous or catadromous and
which is identified by the Massachusetts Division of Marine Fisheries (DMF) or has
been mapped on the Coastal Atlas of the Costal Zone Management Program." The
' Danvers River is known to contain river herring (alewife, Alosa pseudoharengus, and
blueback herring Alosa aestivalis and smelt (Osmera mordax).
The proposed project will temporarily alter approximately 10 linear feet of a Fish
Run. The project will take approximately 1-2 hours to complete and will be
conducted during the fall or winter in order to avoid spawning of anadromous.
Therefore, this project will not adversely affect the fish run by impeding or
obstructing the migration of fish, changing the volume or rate of flow water, or
impairing the capacity of spawning or nursing habitats necessary to sustain the
various life stages of the fish.
3. COASTAL BEACH (310 CMR 10.27)
A Coastal Beach is defined as an area of"unconcolidated 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. The proposed project does not propose to dredge any
Coastal Beach.
4. LAND CONTAINING SHELLFISH (310 CMR 10.34)
' Land Containing Shellfish is defined as "land under the ocean, tidal flats, rocky
intertidal shores, salt marshes and land under salt ponds when any such land contains
shellfish." Land Containing Shellfish may exist within the intertidal and subtidal
areas, which include LUO. Land Containing Shellfish shall be found significant
when it has been determined and mapped as follows: by the Conservation
Commission or the Department in consultation with DMF and based upon maps and
designations of DMF; or by the Conservation Commission or the Department based
on maps and written documentation of the shellfish constable or the Department. In
making such identification and maps, the following factors shall be taken into account
' and documented: the density of shellfish,the size of the area and the historical and
current importance of the area to recreational or commercial shellfishing.
Currently, no maps exist which identify this intertidal area proposed to be dredged as
significant shellfish areas. DMF maps indicate that this area is and has been for many
years closed to shellfishing due to high bacterial contamination.
' The Mass GIS shellfish suitability maps indicate that there is a potential for suitable
shellfish habitat over approximately 1,632 square feet of LUO. However, because the
proposed dredge area is small in size and has not historical or current importance to
recreational or commercial shellfishing, these area, according to 310 CMR 10.34
(3)(b), are not significant to Land Containing Shellfish.
E. SEDIMENT SAMPLING AND ANALYSIS
One composite sediment sample was collected from the proposed dredge area on June 18,
2010. The composite sample consisted of three grab samples collected from the top four
feet of sediment. The approximate grab sample locations are shown on Figure 2. Grab
samples were collected using a GeoProbe Macro sampler equipped with a five-foot
acetate liner. Sediment cores ranged from 18 to 24- inches indicating significant core
compaction during sample collection. The entire sediment cores were placed in a
' stainless steel bowl and thoroughly mixed before packaging into appropriate glassware
provided by the laboratory. The composite sample was analyzed for landfill disposal
parameters in accordance with MADEP guidance. Laboratory analyses included total
petroleum hydrocarbons (TPH), volatile organic compounds (VOCs), polychlorinated
byphenyls (PCBs) semi-volatile organic compounds (SVOCs), arsenic, lead, chromium,
cadmium, mercury and conductivity. Table 1 presented a summary of the laboratory data
' compared to the landfill reuse criteria published in MADEP Policy COMM-97-001.
Laboratory certificates-of-analysis are presented in Appendix A.
No VOCs, TPH, PCBs, or SVOCs were detected at the reported detection limits and all
of the metals and conductivity were significantly below the landfill disposal criteria. The
only issue for upland disposal will be the water content of the sediment. Section
19.061(6)(d)l.a. of the Solid Waste Facility Management regulations prohibits free
draining liquids at landfills. The sediment will be loaded into one bin of a 600 yard
capacity scow. The sediment will be approximately 10 feet deep in the bin and will float
above nine feet above the water level. The material will be allowed to dewater in the
barge for five to seven days. The bottom one foot will be wet when removed and will be
stabilized using an adsorbent product called Waste Lock® 770 manufactured by MZ
Polymer Technologies, Inc. for this application. A copy of the MSDS for Waste Lock®
770 is presented in Appendix B.
' F. ALTERNATIVE ANALYIS
Three alternative have been considered for the project. The first alternative is "No
Dredging"; the second it to dredge a larger area and deeper; and the third option is to
dredge to 4 feet below MLW.
No Dredge Alternative
The"No Dredging" alternative is not considered a viable option because
it would not improve access to the float at minus tides.
1
i 1
Larger and Deeper Alternative
The larger and deeper alternative would consist of dredging a larger foot
' print to a greater depth below MLW. This would provide easier access but
would disturb a larger area and require additional permits. Therefore, it is
not the preferred option.
Minimal Alternative
The "Minimal Alternative"is to dredge an access channel to the float that
' would allow the existing boats to access the float and minus tides. The
largest of the boats that uses the float drafts approximately two-feet. At
' minus tides the boat cannot access the float and if docked the boat rests on
the bottom. This is the preferred option because it provides sufficient
access and minimizes impacts to the resource area.
G. DREDGE MATERIAL DISPOSAL
' The disposal of the proposed dredge material will be managed by a Licensed Site
Professional (LSP) to ensure proper disposal. Based on the pre-dredge analysis the
' dredge material meets all criteria for upland disposal at a lined or unlined landfill in
Massachusetts. Therefore, disposal at a lined or unlined landfill is a viable option. The
Greenwood Street Landfill in Worcester in currently permitted to receive dredge
' materials. Post dredge testing will be required for disposal and will be conducted will the
material is dewatering in the barge..
' Dredge material will be transported managed under a Material Shipping Record and Log.
H. PROPOSED MITIGATION
The proposed project has been designed to minimize impacts to the existing river and
surrounding environment to the greatest extent possible. The entire project will take
approximately 1 to 2 hours to complete. However, the Time of Year Restriction will be
imposed on the project and dredging operations will be conducted during the dormant
late fall and winter months when there is the least amount of marine and plant life
activity.
t
r
' 1
1 L PERMITING
1 Because the proposed project is 100 cubic yards or less permitting is limited to obtaining
an Order of Conditions from the Conservation Commission and a Chapter 91 Permit from
the MADER A 401 Water Quality Certification and a Army Corps permit is not required
1 pursuant to 314 CMR 9.00
9.03: Activities Not Requiring an Application
1 The activities identified in 314 CMR 9.03(1) through(6) do not require an individual
401 Water Quality Certification application provided the specified conditions are met.
The Department has certified these activities through its certification of the Corps of
1 Engineers'Programmatic General Permit (PGP) for Massachusetts effective January
20, 2005.
1 (3) Dredging Less than 100 c.y. Dredging and dredged material disposal of less than
100 cubic yards, provided that a Final Order of Conditions has been issued and the
1 proposed work is not subject to 314 CMR 9.04 and the work qualifies for Category
One of the Programmatic General Permit (PGP). Dredged sediment generated from
such activities shall be managed in accordance with the provisions of 314 CMR
1 9.07(9), (10), and (11) and may be used for beach nourishment activities or reuse
within the shoreline under a Final Order of Conditions issued under M.G.L. c. 131, §
40.
1 J. CONCLUSIONS
' The proposed Cabot Farm Pier in the Danvers River has been designed to minimize
impacts to the river an surrounding resource areas. The project consists of dredging
1 approximately 1,632square feet to a depth of 3.5 feet below MLW. In total 100 cubic
yards of sediment will be dredged. The project will take one to two hours to complete
and dredging will occur during the late fall and winter months. Dredge material be
' disposed of at the Greenwood Street Landfill in Worcester, Massachusetts and will be
managed by an LSP. The project will provide safe navigation to the Cabot Farm Pier,
while minimizing potential environmental impacts.
1
' i
1
1
' 1
1
1
1
FIGURES
NW
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Figure 1 Cabot Farm Pier
Geological Field Services,Inc. 92 Orne St., Salem Ma
Melrose,MA 02176 Source: USGS Salem Quad
Date:August 2010 Scale: As Shown
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S5 N
TABLES
TABLE 1
Sediment Laboratory Results
Compared to Landfill Reuse Criteria
Reuse Levels(mg/kg)
Parameter Results Lined Unlined
Arsenic (mg/kg) 11.3 40 40
Cadmium (mg/kg) 0.97 80 80
' Chromium (mg/kg) 117 1000 1000
Lead (mg/kg) 24 2000 1000
Mercury(mg/kg) 0.227 10 10
' Conductivity (umhos/cm) 5440 8000 4000
5035/82608 Volatile Organic Compounds ND 10 4
' 8082A Polychlorinated Biphenyls ND <2 <2
Total Petroleum Hydrocarbons ND ND 5000 2500
8270D Semi-Volatile Organic Compoundsi ND 100 100
1
t
t
� t
1
r
t
t APPENDIX A
t
It
t
t
t
t
t
t
t
t
r a
Ess Laboratory BAL Laboratory
r Division
'I
Engineering,Inc. TheM;ccnh n/ogyD:ns:nn
lA
n of Thie/sch Engineering Inc.
CERTIFICATE OFANALYSIS
r
Luke Fabbri
Geological Field Services, Inc.
156 Tremont Street
rMelrose,MA 02176
r RE: Burnham Dock(10115)
ESS Laboratory Work Order Number: 1006333
rThis signed Certificate of Analysis is our approved release of your analytical results. These results are
only representative of sample aliquots received at the laboratory. ESS Laboratory expects its clients to
r follow all regulatory sampling guidelines. Beginning with this page, the entire report has been paginated.
This report should not be copied except in full without the approval of the laboratory. Samples will be
disposed of thirty days after the final report has been delivered. If you have any questions or concerns,
rplease feel free to call our Customer Service Department.
- -
ned
Mel
sa
r Digitally 2010.07.06
1 :57:s5-04'0 ianni�
Date.2010.07.06 15 57 25-04 00
Laurel Stoddard
Laboratory Director
Analytical Summary
r The project as described above has been analyzed in accordance with the ESS Quality Assurance Plan.
This plan utilizes the following methodologies: US EPA SW-846, US EPA Methods for Chemical
Analysis of Water and Wastes per 40 CFR Part 136, APHA Standard Methods for the Examination of
r Water and Wastewater, American Society for Testing and Materials (ASTM), and other recognized
methodologies. The analyses with these noted observations are in conformance to the Quality Assurance
Plan. In chromatographic analysis, manual integration is frequently used instead of automated
integration because it produces more accurate results.
ESS Laboratory certifies that the test results meet the requirements of NELAC and A21-A, except where
rnoted within this project narrative.
r
r
185 Frances Avenue,Cranston,RI 02910-2211 Tel:401-461-7181 Fax401-461-4486 We f/www.ESSLaboratory con
r Dependability • Quality ♦ Service
Page I of 32
a` -
�' ss Laboratory BAL Laboratory
' — z». Division of Thi'1 Engineering,Inc. T6[Micm6fnlagy Divislnn
I:4I T3A ♦ of T6"Jsc6 Engineering Inc.
CERTIFICATE OFANALYSIS
Client Name: Geological Field Services,Inc.
Client Project ID: Burnham Dock ESS Laboratory Work Order: 1006333
SAMPLE RECEIPT
The following samples were received on June 21, 2010 for the analyses specified on the enclosed Chain of Custody
Record.
To achieve CAM compliance for MCP data, ESS Laboratory has performed and reviewed all QA/QC Requirements and
Performance Standards listed in each method. Holding times and preservation have also been reviewed. All CAM
requirements have been achieved unless noted in the project narrative.
Each method has been set-up in the laboratory to reach required MCP standards. The methods for aqueous VOA and Soil
Methanol VOA have known limitations for certain analytes. The regulatory standards may not be achieved due to these
limitations. In addition, for all methods, matrix interferences, dilutions, and %Solids may elevate method reporting limits
above regulatory standards. ESS Laboratory can provide, upon request, a Data Checker (regulatory standard comparison
spreadsheet)electronic deliverable which will highlight these exceedances.
Question F: All samples for Metals and EPH were analyzed for a subset of the required MCP list per the client's
request.
Lab Number SampleName Matrix Analysis
1006333-01 SS-1 Soil 6010B,7471B,8082A,8100M,8260B Low,8270D,
9050A
i
i
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Dependability ♦ Quality • Service
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P
ESS Laboratory BAL Laboratory
c Division of Thielsch Engineering,Inc. The ",
e n:1, D'n"s n
of Thle/sch Engineering,Inc.
CERTIFICATE OF ANALYSIS
Client Name: Geological Field Services,Inc.
Client Project ID: Burnham Dock ESS Laboratory Work Order: 1006333
PROJECT NARRATIVE
No unusual observations noted.
End of Project Narrative.
DATA USABILITY LINKS
Definitions of Quality Control Parameters
Semivolatile Organics Internal Standard Information
Semivolatile Organics Surrogate Information
Volatile Organics Internal Standard Information
Volatile Organics Surrogate Information
EPH and VPH Alkane Lists
1
185 Frances Avenue,Cranston,RI 02910-2211 Tel:401-461-7181 Fax 401-461-4486 http//www.USSLaboratory,coiii
Dependability • Quality • service
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p
ESS Laboratory BAL Laboratory kllll�
/ Division of Thielsch Engineering,Inc. The Micmhiology Division
-Id117V of Thielsch Engineering,Inc.
CERTIFICATE OF ANALYSIS
LClient Name: Geological Field Services,Inc.
Client Project ID: Burnham Dock ESS Laboratory Work Order: 1006333
MADEP MCP Response Action Analytical Report Certification Form
MADEP RTN*:
This form provides certification for the following data set:
1006333-01
Sample Matricies: ( )Ground Water QO Soil/Sediment ( )Drinking Water ( )Other:
MCP SW-846 8260B(X) 8151A( ) 8330( ) 60108(X) 7470A/IA(�
Methods Used 8270C QQ 8081A( ) VPH( ) 6020( ) 9014M**( )
8082()C) 8021B( ) EPH QQ 7000 S*** ( ) 7196A( )
As specified in MADEP *List Release Tracking Number(RTN),if known.
Compendium of Analytical ** M-SW-846 9014 or MADEP Physiologically Available Cyanide(PAC)Method
Methods(Check all that apply) *** S-SW-846 Methods 7000 Series-List individual method and analyte
An affirmative response to questions A,B,C and D is required for "Presumptive Certainty"status
A Were all samples received by the laboratory in a condition consistent with that described on Yes% No* ( )
' the Chain-of-Custody documentation for the data set?
B Were all QA/QC procedures required for the specified analytical method(s)included in this
report followed,including the requirement to note and discuss in a narrative QC data that Yes QQ No*( )
did not meet appropriate performance standards or guidelines?
C Does the data included in the report meet all the requirements for"Presumptive Certainty"
as described in Section 2.0(a),(b),(c)and(d)of the MADEP document CAM VII A, Yes Qp No*( )
"Quality Assurance and Quality Control Guidelines for the Acquisition and Reporting of
Analytical Data"?
D VPH and EPHmethods only:Was the VPH and EPH method conducted without significant
modifications(see Section 11.3 of respective Methods)? Yes Qp No* ( )
A response to questions E and F below required for "Presumptive Certainty"status
E Were all QC performance standards and recommendations for the specific methods achieved? Yes QQ No* ( )
1 F Were results for all analyte-list compounds/elements for the specified method(s)reported? Yes( ) No* OQ
*All negative responses most he addressed in an attached Environmental Laboratory Case Narrative.
I,the undersigned,attest under the pains and penalties of perjury that,based upon my personal inquiry of those
responsible for obtaining the information,the material contained in this analytical report is,to the best of my
knowledge and beliof.arrurate and r�nmmnroto
Signature: Date: July 06,2010
Printed Name:Laurel Stoddard Position:Laboratory Director
185 Frances Avenue,Cranston,R1 02910-2211 Tel:401-461-7181 Fax 401-461-4486 hrtn:HwWw .ESSLaboratorV.e01n
Dependability • Quality • Service
Page 4 of 32
1 P
ESS Laboratory BAL Laboratory
— Dit�sion otThie/sch Engineering,Inc. TheM"to
b logy Division
I r of Thielscii Enpineenng,Inc.
CERTIFICATE OF ANALYSIS
Client Name: Geological Field Services,Inc.
Client Project ID: Burnham Dock ESS Laboratory Work Order: 1006333
Client Sample ID: SS-1 ESS Laboratory Sample ID: 1006333-01
Date Sampled: 06/18/10 10:00 Sample Matrix: Soil
Percent Solids: 54 Units:mg/kg dry
30506/6000/7000 Total Metals
Analyte Results(MRL) Method Limit DF Analyst Analyzed IN FN Batch
Arsenic 11.3(3.8) 6010B I SVD 06/24/10 14:23 246 100 CF02322
Cadmium 0.97(0.76) 6010B I SVD 06/24/10 14:23 2.46 100 CF02322
Chromium 117(75) 6010B 5 SVD 06/24/10 16:37 2.46 100 CF02322
Lead 24.0(7.5) 60108 I SVD 06/24/10 14:23 2.46 100 CF02322
Mercury 0.227(0.057) 7471B 1 1P 06/29/10 17:05 0.64 40 CF02511
185 Frances Avenue,Cranston,Rl 02910-2211 Tel:401-461-7181 Fax:401-461-4486 Imp//%vw .ESSI-aboratorv.coin
Dependability • Quality ♦ serviee
Page 5 of 32
Y
ESS Laboratory BAL Laboratory
Division ofTGielsch Engineering,Inc. TheMicroho2ogyD;vison
I olThielsch Engineering,Inc.
CERTIFICATE OFANALYSIS
Client Name: Geological Field Services,Inc.
Client Project ID: Burnham Dock ESS Laboratory Work Order: 1006333
Client Sample ID: SS-1 ESS Laboratory Sample ID: 1006333-01
Date Sampled: 06/18/10 10:00 Sample Matrix: Soil
Percent Solids: 54 Units:mg/kg dry
Initial Volume: 5.1 Analyst: MD
Final Volume: 10
Extraction Method: 5035
5035/8260B Volatile Organic Compounds/Low Level
Analyte Results(MRL) Limit DF Analyzed Seauence Batch
1,1,1,2-Tetrachloroethane ND(0.0091) 1 06/22/10 16:33 CTF0150 CF02209
1,1,1-Trichloroethane ND(0.0091) 1 06/22/10 16:33 CTF0150 CF02209
1,1,2,2-Tetrachloroethane ND(0.0036) 1 06/22/10 1633 CTF0150 CF02209
1,1,2-Trichloroethane ND(00091) 1 06/22/10 16.33 CTF0150 CF02209
1,1-Diehloroethane ND(0.0091) 1 06/22/10 16:33 CTF0150 CF02209
I,1-Dichloroethene ND(0.0091) 1 06/22/10 16:33 CTF0150 CF02209
I,1-Dichloropropene ND(0.0091) 1 06/22/10 16.33 CTF0150 CF02209
1,2,3-Trichlorobenzene ND(0.0091) 1 06/22/10 16:33 CTF0150 CF02209
1 1,2,3-Trichloropropane ND(0.0091) 1 06/22/10 16:33 CTF0150 CF02209
1,2,4-Trichlorobenzene ND(0.0091) 1 06/22/10 16:33 CTF0150 CF02209
1,2,4-Trimethylbenzene ND(0.0091) 1 06/22/10 1633 CTF0150 CF02209
1,2-Dibromo-3-Chloropropane ND(0.0091) 1 06/22/10 16:33 CTF0150 CF02209
1,2-Dibromoethane ND(0.0091) 1 06/22/10 16:33 CTF0150 CF02209
1,2-Dichlorobenzene ND(0.0091) 1 06/22/10 16:33 CTF0150 CF02209
'1,2-Dichloroethane ND(0.0091) 1 06/22/10 16'.33 CTF0150 CF02209
1,2-Dichloropropane ND(0.0091) 1 06/22/10 16:33 CTF0150 CF02209
1,3,5-1'rimethylbenzene ND(0,0091) 1 06/22/10 16:33 CFF0150 CF02209
1,3-Dichlorobenzene ND(0.0091) 1 06/22/10 16:33 CTF0150 CF02209
1,3-Dichloropropane ND(0.0091) 1 06/22/10 16:33 CTF0150 CF02209
1,4-Dichlorobenzene ND(0 0091) 1 06/22/10 16:33 CTF0150 CF02209
1,4-Dioxane ND(0.182) 1 06/22/10 16:33 CTF0150 CF02209
2,2-Dichloropropane ND(0,0091) 1 06/22/10 16:33 CTF0150 CF02209
�2-Butanone ND(0.0908) 1 06/22/10 16:33 CTF0150 CF02209
2-Chlorotoluene ND(0.0091) 1 06/22/10 16:33 CFF0150 CF02209
2-Hexanone ND(0 1 06/22/10 16:33 CTF0150 CF02209
�4-Chlorotoluene ND(0.0091) 1 06/22/10 16:33 CTF0150 CF02209
4-lsopropyltoluene ND(0.0091) 1 06/22/10 1633 CTF0150 CF02209
4-Methyl-2-Pentanone ND(0.0908) 1 06/22/10 16:33 CTF0150 CF02209
Acetone ND(0.0908) 1 06/22/10 16:33 CTF0150 CF02209
Benzene ND(0.0091) 1 06/22/10 1633 CTF0150 CF02209
Bromobenzene ND(0.0091) 1 06/22/10 16.33 CTF0150 CF02209
,Bromochloromethane ND(00091) 1 06/22/10 16:33 CTF0150 CF02209
185 Frances Avenue,Cranston,RI 02910-2211 Tel:401-461-7181 Fax 401-461-4486 Into'.//www.ESSLaboratorv.corn
Dependability • Quality • Service
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j4t;;�
r ESS Laboratory BA Lie/sch Enaboratory
- x. Division olThielsch Engineering,Inc. The M;crohio/ogyD;rds;on
1n of Thgineenng Inc.
CERTIFICATE OFANALYSIS
Client Name: Geological Field Services,Inc.
Client Project ID: Burnham Dock ESS Laboratory Work Order: 1006333
Client Sample ID: SS-1 ESS Laboratory Sample ID: 1006333-01
Date Sampled: 06/18/1010:00 Sample Matrix: Soil
Percent Solids: 54 Units:mg/kg dry
rInitial Volume: 5.1 Analyst: MD
Final Volume: 10
Extraction Method: 5035
5035/8260B Volatile Organic Compounds/Low Level
IAnalyte Results(MRL) Limit DF Analyzed Sequence Batch
Bromodichloromethane ND(0.0091) 1 06/22/10 16:33 CTF0150 CF02209
Bromoform ND(0.0091) - 1 06/22/10 16:33 CTF0150 CF02209
Bromomethane ND(0.0182) 1 06/22/10 16 33 CTF0150 CF02209
Carbon Disulfide ND(0.0091) 1 06/22/10 16:33 CTF0150 CF02209
Carbon Tetrachloride ND(OM91) 1 06/22/10 16:33 CTF0150 CF02209
Chlorobenzene ND(0.0091) 1 06/22/10 1633 CTF0150 CF02209
Chloroethane ND(OD]82) 1 06/22/10 16:33 CTF0150 CF02209
Chloroform ND(0.0091) 1 06/22/10 16:33 CTF0150 CF02209
' Chloromethane ND(0.0182) 1 06/22/10 16:33 CTF0150 CF02209
cis-1,2-Dichloroethene ND(0.0091) 1 06/22/10 16:33 CTF0150 CF02209
cis-1,3-Dichlmopropene ND(0.0091) I 06/22/10 1633 CTFO150 CF02209
Dibromochloromethane ND(0.0036) 1 06/22/10 16:33 CTF0150 CF02209
Dibromomethane NE)(0.0091) I 06/22/10 16:33 CTF0150 CF02209
Dichlorodifluoromethane ND(0.0182) 1 06/22/10 1633 CTF0150 CF02209
Diethyl Ether ND(0.0091) 1 06/22/10 16:33 CTF0150 CF02209
Di-isopropyl ether ND(0.0091) 1 06/22/10 16.33 CTF0150 CF02209
Ethyl tertiary-butyl ether ND(0.0091) 1 06/22/10 16.33 CIF0150 CF02209
Ethylbenzene ND(0.0091) 1 06/22/10 16:33 CTF0150 CF02209
Hexachlorobutadiene ND(0.0091) 1 06/22/10 16.33 CTF0150 CF02209
Isopropylbenzene ND(0.0091) 1 06/22/10 16:33 CTF0150 CF02209
Methyl tert-Butyl Ether ND(0.0091) 1 06/22/10 16:33 CTF0150 CF02209
Methylene Chloride ND(0.0454) 1 06/22/10 16:33 CTF0150 CF02209
�Naphthalene ND(0.0091) 1 06/22/10 16:33 CTF0150 CF02209
n-Butylbenzene ND(0.0091) I 06/22/10 16:33 CTFO150 CF02209
n-Propylbenzene ND(0.0091) I 06/22/10 16:33 CTF0150 CF02209
,sec-Butylbenzene ND(0.0091) 1 06/22/10 1633 CTF0150 CF02209
Styrene ND(0,0091) 1 06/22/10 16:33 CTF0150 CF02209
tert-Butylbenzene ND(0.0091) 1 06/22/10 16:33 CTF0150 CF02209
Tertiary-amyl methyl ether ND(0.0091) 1 06/22/10 16:33 CTF0150 CF02209
Tetrachloroethene ND(OM91) 1 0622/10 1633 CTF0150 CF02209
Tetrahydrofuran ND(0.0091) 1 06/22/10 16:33 CTF0150 CF02209
Toluene ND(0.0091) 1 06/22/10 1633 CTF0150 CF02209
185 Frances Avenue,Cranston,8102910-2211 Tel:401-461-7181 Fax:401-461-4486 htto://www.ESSLaboratnrvcom
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Page 7 of 32
vESSLaboratory BAL Laboratory
8 .
Division of Thielsch Engineering,Inc. The Microbiology Division
m9 ol-Tbielseb Engineering Inc.
CERTIFICATE OFANALYSIS
Client Name: Geological Field Services,Inc.
Client Project ID: Burnham Dock ESS Laboratory Work Order: 1006333
Client Sample ID: SS-I ESS Laboratory Sample ID: 1006333-01
Date Sampled: 06/18/10 10:00 Sample Matrix: Soil
Percent Solids: 54 Units:mg/kg dry
rInitial Volume: 5.1 Analyst: MD
Final Volume: 10
Extraction Method: 5035
5035/8260B Volatile Organic Compounds /Low Level
IAnalyte Results(MRL) Limit DF Analyzed Sequence Batch
trans-l,2-Diehloroothene ND(0-0091) 1 06/22/10 16:33 CTF0150 CF02209
tran5-1,3-Dichloropropene ND(0.0091) 1 06/22/10 1633 CTF0150 CF02209
1Trichloroethene ND(n0091) 1 06/22/1016:33 CTF0150 CF02209
Trichlorofluoromethane ND(0.0091) 1 06/22/10 1633 CTF0150 CF02209
Vinyl Chloride ND(0.0182) 1 06/22/10 1633 CTF0150 CF02209
Xylene O ND(0.0091) 1 06/22/10 16:33 CTF0150 CF02209
Xylene P,M ND(0.0182) 1 06/22/10 16:33 CTF0150 CF02209
Xylenes(Torah ND(0.0272) 1 06/22/10 1633 [CALCI
°bRxovery Qualifier Limits
Sumyate.1,2-Dirhlaroe ne44 115% 70-130
Surrogate:4-BromoAvanbenze'm 96% 70-130
Sumyate:a Mvuefierorwnethane 109% 74130
. SunCgare:Tduened8
105% ]0-130
185 Frances Avenue,Cranston,RI 02910-2211 Tel:401-461-7181 Fax 401-461-4486 htto://w .ESSLaboratorycom
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Page 8 of 32
ESS Laboratory BALLaboratory
W
Division olThielsch Engineering,Inc. Tnc MicroniomgyD;vison
u ofT5"Isco Eog;neenng,Inc.
CERTIFICATE OFANALYSIS
Client Name: Geological Field Services,Inc.
Client Project ID: Burnham Dock ESS Laboratory Work Order: 1006333
Client Sample ID: SS-1 ESS Laboratory Sample 1D: 1006333-01
Date Sampled: 06/18/10 10:00 Sample Matrix: Soil
Percent Solids: 54 Units:mg/kg dry
Initial Volume: 20.2 Analyst: SEP
Final Volume: 10 Prepared: 6/24/10 16:00
Extraction Method: 3540 Cleanup Method:3665A
8082A Polychlorinated Biphenyls (PCB)
Analyte Results(MRL) Limit DF Analyzed Sequence Batch
Aroclor 1016 ND(0.0917) 1 06/28/10 1131 CF02815
Aroclor 1221 ND(0.0917) 1 06/28/10 11:31 CF02815
Aroclor 1232 ND(0.0917) 1 06/28/10 11:31 CF02815
Aroclor 1242 ND(0.0917) 1 06/28/10 11:31 CF02815
Aroclor 1248 ND(0.0917) 1 06/28/10 11:31 CF02815
Aroclor 1254 ND(0.0917) 1 06/28/10 11:31 CF02815
- Aroclor 1260 ND(0.0917) 1 06/28/10 11:31 CF02815
Aroclor 1262 ND(0.0917) 1 06/28/10 11:31 CF02815
Aroclor 1268 ND(0.0917) 1 06/28/10 1131 CF02815
%R.,ery Quallfrer limi(s
Sunp3a2:0.rcachbmbiphenN 90% 30-150
5umgate:Decach�Ohenyl(Xf 86% 30-150
Sum an,.Tetrachl"-m-ryIe 88% 30-150
Sunava[eTetrachbro-m-.ry/en fXj 95% 30-150
1
r
t
r
185 Frances Avenue,Cranston,Rl 02910-2211 Tel 401-461-7181 Fax 401-461-4486 hate://www.ESSI.aboratomcan
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Page 9 of 32
r
ESS Laboratory BAL Laboratory
v Division olThleisch Engineetingu lnc. The MiccobiologyDinsion
1 ofT6ielsc6 Engiacer eig,Inc.
CERTIFICATE OF ANALYSIS
Client Name: Geological Field Services,Inc.
Client Project ID: Burnham Dock ESS Laboratory Work Order: 1006333
Client Sample ID: SS-1 ESS Laboratory Sample ID: 1006333-01
Date Sampled: 06/18/10 10:00 Sample Matrix: Soil
Percent Solids: 54 Units:mg/kg dry
1 Initial Volume: 20.1 Analyst: ML
j.� Final Volume: 1 Prepared: 6/23/10 12:30
Extraction Method: 3546
I � 8100M Total Petroleum Hydrocarbons
Analyte Results!MALI Limit DF Analyzed Sequence Batch
Total Petroleum Hydrocarbons ND(69.1) 1 0624/10 13:28 CTF0162 CF02312
%Ren,a Qua!/{ler un"e,
5unogal, 0-Teryhenyl set% 40-140
i �
j�
1
185 Frances Avenue,Cranston,RI 02910-2211 Tel:401-461-9181 Fax.401-461-4486 htto:/1w .ESSI-aboratory.com
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Page 10 of 32
I—
• P Y
ESS Laboratory BAL Laboratory
Division ofThielsch Engineering,Inc. TheMicr�b:etogyD:ns;on
I a of Threlsch Engineering,Inc.
CERTIFICATE OFANALYSIS
Client Name: Geological Field Services,Inc.
Client Project ID: Burnham Dock ESS Laboratory Work Order: 1006333
Client Sample ID: SS-1 ESS Laboratory Sample ID: 1006333-01
Date Sampled: 06/18/10 10:00 Sample Matrix: Soil
Percent Solids: 54 Units:mg/kg dry
Initial Volume: 15.6 Analyst: ML
Final Volume: 0.5 Prepared: 6/22/10 17:00
Extraction Method: 3546
8270D Semi-Volatile Organic Compounds
Analyte Results(MRL) Limit DF Analyzed Sequence Batch
1,1-Biphenyl ND(0.593) 1 06/23/10 3:20 CTF0156 CF02228
1,2,4-Trichlorobemmne ND(0.593) 1 06/23/10 3:20 CTF0156 CF02228
1,2-Dichlorobenzene ND(0.593) 1 06123/10 320 CTF0156 CF02228
1,3-Dichlorobenzene ND(0.593) 1 06/23/10 320 CTF0156 CF02229
1,4-Dichlorobenzene ND(0.593) 1 06/23/10 3:20 CTF0156 CF02228
2,4,5-Trichlorophenol ND(0.593) 1 06/23/10 3:20 CTF0156 CF02228
2,4,6-Trichlorophenol ND(0.593) 1 06/23/10 3:20 CTF0156 CF02228
2,4-Dichlorophenol ND(0.593) 1 06/23/10 3.20 CTF0156 CF02228
2,4-Dimethylphenol ND(0.593) 1 06/23/10 320 CTF0156 CF02228
2,4-Dinitrophenol ND(2.97) 1 06123/10 3:20 CTF0156 CF02228
2,4-Dinitrotoluene ND(0.593) 1 06/23/10 320 CTF0156 CF02228
2,6-Dinitrotoluene ND(0.593) 1 06/23/10 3:20 CTF0156 CF02228
2-Chloronaphthalene ND(0.593) 1 06/23/10 320 CTF0156 CF02228
2-Chlorophenol ND(0.593) 1 06/23/10 3:20 CTF0156 CF02228
2-Methylnaphthalene ND(0.593) 1 06/23/10 3:20 CTF0156 CF02228
2-Methylphenol ND(0,593) 1 06/23/10 3:20 CTF0156 CF02228
2-Nitrophenol ND(0.593) 1 06/23/10 320 CTF0156 CF02228
�3,3 Dichlorobenzidine ND(1.19) 1 06/23/10 3:20 CTF0156 CF02228
3+4-Methylphenol ND(1.19) 1 06/23/10 3:20 CTF0156 CF02228
4-Bromophenyl-phenylether ND(0.593) 1 06/23/10 320 CTF0156 CF02228
14-Chloroaniline ND(1.19) 1 06/23/10 3.20 CTF0156 CF02228
4-Nitrophenol ND(2,97) 1 06/23/10 3:20 CTF0156 CF02228
Acenaphthene ND(0.593) 1 06/23/10 3.20 CTF0156 CF02228
Acenaphthylene ND(0.593) 1 06/23/10 3:20 CTF0156 CF02228
Acetophenone ND(1.19) 1 06/23/10 3:20 CTF0156 CF02228
LAniline ND(2.97) 1 06/23/10 3:20 CTF0156 CF02228
Anthracene ND(0.593) 1 06/23/10 3:20 CTF0156 CF02228
Azobenzene ND(0.593) 1 06/23/10 3:20 CTF0156 CF02228
lBenzo(a)anthracene ND(0.593) 1 06/23/10 3:20 CTF0156 CF02228
Benzo(a)pyrene ND(0,297) 1 06/23/10 3.20 CTF0156 CF02228
Benzo(b)fluoranthene ND(0.593) 1 06/23/10 3:20 CTF0156 CF02228
renzo(g,h,i)perylene ND(0,593) 1 06/23/10 3:20 CTF0156 CF02228
185 Frances Avenue,Cranston,RI 02910-2211 Tel:401-461-7181 Fax 401-461-4486 hap//www ESSLaboratory corn
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' Page 11 of 32
v
r ESS Laboratory BAL Laboratory
The icro
Mbiology Division
n - Division of Thielsch Engineering,Inc. nf77,ielseb E'ngineedng Inc.
CERTIFICATE OFANALYSIS
Client Name: Geological Field Services,Inc.
Client Project ID: Burnham Dock ESS Laboratory Work Order: 1006333
Client Sample ID: SS-1 ESS Laboratory Sample ID: 1006333-01
Date Sampled: 06/18/10 10:00 Sample Matrix: Soil
Percent Solids: 54 Units:mg/kg dry
Initial Volume: 15.6 Analyst: ML
Final Volume: 0.5 Prepared: 6/22/10 17:00
Extraction Method: 3546
8270D Semi-Volatile Organic Compounds
Analyte Results(MRL) Limit DF Analyzed Sequence Batch
Benzo(k)fluoranthene ND(0.593) 1 06/13/10 3:20 CTF0156 CF02228
bis(2-Chloroethoxy)methane ND(0.593) 1 06/23/10 3:20 CTF0156 CF02228
bis(2-Chloroethyl)ether ND(0.593) 1 06/23/10 320 CTF0156 CF02228
bis(2-chloroisopropyl)Ether ND(0.593) 1 06/23/10 3:20 CTF0156 CF02228
1is(2-Elhylhexyl)pht1alate ND(0.593) 1 0623/10 320 CTF0156 CF02228
Bulylbenzylphthalate ND(0.593) 1 06/23/10 3:20 CTF0156 CF02228
Chrysene ND(0,297) 1 0623/10 320 CTF0156 CF02228
Dibenzo(a,h)Anthracene ND(0.297) 1 06/23/10 3:20 CTF0156 CF02228
1 Dibenzofuran ND(0.593) 1 0623/10 3 20 CTFOI56 CF02228
Diethylphthalate ND(0.593) 1 06/23/10 3:20 CTF0156 CF02228
Dimethylphthalate ND(0.593) 1 0623/10 3:20 CTFOI56 CF02228
Di-n-butylphthalate ND(0.593) 1 06/23/10 3:20 CTFO156 CF02228
Di-n-octylphthalate ND(0-593) 1 0623/10 3:20 CTFOI56 CF02228
Fluoranthene ND(0.593) 1 06/23/10 3:20 CTF0156 CF02228
Fluorene ND(0.593) 1 0623/10 3:20 CTF0156 CF02228
Hexachlorobenzene ND(0.593) 1 06/23/10 3:20 CTF0156 CF02228
Hexachlorobutadiene ND(0.593) 1 06/23/10 3:20 CTF0156 CF02228
Hexachloroethane ND(0.593) 1 0623/10 3:20 CTF0156 CF02228
Indeno(1,2,3-cd)Pyrene ND(0.593) 1 06/23/10 320 CTF0156 CF02228
Isophorone ND(0.593) 1 06/23/10 320 C'FF0156 CF02228
Naphthalene ND(0.593) 1 06/23/10 3:20 CTFO156 CF02228
Nitrobenzene ND(0.593) 1 06/23/10 3:20 CTF0156 CF02228
N-Nitrosodimethylamine ND(0.593) 1 06/23/10 3.20 CTF0156 CF02228
Pentachlorophenol ND(2.97) 1 06/23/10 3.20 CTF0156 CF02228
Phenanthrene ND(0.593) 1 06/23/10 320 CTF0156 CF02228
Phenol ND In 593) 1 06/23/10 3:20 CTF0156 CF02228
Pyrene ND(0.593) 1 06/23/10 320 CTFO156 CF02228
%Recovery Quallfiel Umifs
Surm dh 1,2-Achlombenzened4 67% 36130
�Sunrala[e:1,4,6-Tnbromophend
70% 36130
Suvo9ate.2-hlomphenol-d4 59% 30-130
,Surmgafe:I-FluomblphenN 66% 36130
5ono9afe:2-Flww hen 50% 36130
185 Frances Avenue,Cranston,R1 02910-2211 Tel:401-461-7181 Fax 401-461-4486 Into//www.ESSLaboratorvcon
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Page 12 of 32
1
ESS Laboratory BAL Laboratory
,. - Division ofThielsch Engineering,Inc. TneM;croanmgyD;visnn
111)0 ofThie/sc6&agineed g'Jnc.
CERTIFICATE OF ANALYSIS
Client Name: Geological Field Services,Inc.
Client Project ID: Burnham Dock ESS Laboratory Work Order: 1006333
Client Sample ID: SS-1 ESS Laboratory Sample Ill: 1006333-01
Date Sampled: 06/18/10 10:00 Sample Matrix: Soil
Percent Solids: 54 Units:mg/kg dry
Initial Volume: 15.6 Analyst: ML
Final Volume: 0.5 Prepared: 6/22/10 17:00
Extraction Method: 3546
8270D Semi-Volatile Organic Compounds
Analyte Results(MRL) Limit DF Analyzed Sequence Batch
Surrogate:Nitmbenzme-ds pl% 30130
Surrogate:Pher d6 61% 30-130
Suvo to P-Teryhenyt-dl4 70% 30-130
i
1
185 Frances Avenue,Cranston,RI 02910-2211 'lel:401-461-7181 Fax:401-461-4486 hrm://www.ESSLaboratory com
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Page 13 of 32
0t. r
ESS Laboratory BAL Laboratory
Division ofThielsch Engineering,Inc. The MicrohiologyDivfsion
ofThielsch Engineefing,Inc. HALLABORATURY
CERTIFICATE OF ANALYSIS
Client Name: Geological Field Services,Inc.
Client Project ID: Burnham Dock ESS Laboratory Work Order: 1006333
Client Sample ID: SS-1 ESS Laboratory Sample ID: 1006333-01
Date Sampled: 06/18/10 10:00 Sample Matrix: Soil
Percent Solids: 54
Classical Chemistry
Analyte Results(MRL) Method Limit DF Analyst Analyzed Units Batch
Conductivity WL 5440(5) 9050A 1 EEM 06/25/10 14.05 umhos/cm CF02509
1
' 185 Frances Avenue,Cranston,RI 02910-2211 Tel 401-461-7181 Fax 401-461-4486 hup//www ESSLaboratory cont
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Page 14 of 32
e
ESS Laboratory BAL Laboratory
Division of Thi'I Engineering,Inc. The M'__b %gy Dinsion
I ofThie/sch Engiaee ng foe.
CERTIFICATE OF ANALYSIS
Client Name: Geological Field Services,Inc.
Client Project ID: Burnham Dock ESS Laboratory Work Order: 1006333
Quality Control Data
Spike Source %REC RPD
Analyte Result MRL Units Level Result %REC Limits RPD Limit Qualifier
30508/6000/7000 Total Metals
Batch CF02322-3050B
Blank
Arsenic NO 3.3 mg/kg wet
Cadmium ND 0.67 mg/kg wet
Chromium NO 1.3 mg/kg wet
Lead NO 6.7 mg/kg wet
LG9
Arsenic 126 8.5 mg/kg wet 138.0 91 W-120
Cadmium 60.5 170 mg/kg wet 71.00 85 80-120
Chromium 92.1 3.4 mg/kg wet 105.0 88 80-120
Lead 132 17.0 mg/kg wet 144.0 91 80-120
1 La Dup
Arsenic 134 8.5 mg/kg wet 138.0 97 80-120 6 20
Cadmium 65.1 1.70 mg/kg wet 71.00 92 80-120 7 20
Chromium 99.1 34 mg/kg wet 105.0 99 80-120 7 20
Lead 141 17.0 mg/kg wet 144.0 98 80-120 7 20
Batch U02511-7471A
Blank
Mercury NO 0.033 mg/kg we
LOS
Mercury 29.3 2.91 mg/kg wet 25.30 116 80-120
LOS Dup
Mercury 28.6 2.83 mg/kg wet 25.30 113 80-120 2 20
5035/82608 Volatile Organic Compounds/ Low Level
Batch CF02209-5035
Blank
1,1,1,2-Terrachloroathane NO 0.0050 mg/kg wet
1,1,1-Trichlo oomane ND 0.0050 mg/kg wet
1,1,2,2-Tehachbroethane NO 0.0020 mg/kg wet
1,1,2-Tmhloroethane ND 0.0050 mg/kg wet
1,1-Dichloroethane NO 0.0050 mg/kg wet
1,1-Dichloraethene NO 0.0050 mg/kg wet
1,1-Dichloropropen, NO 0.0050 mg/kg wet
1,2,3-Trichloiolaxm ene NO 0.0050 mg/kg wet
1,2,3-Tdchlorepropane ND 0.0050 mg/kg wet
1,2,4-TdChlorobenzene NO 00050 mg/kg wet
1,2,4-Thmethylbenzene NO 00050 mg/kg wet
1,2-Dibromo-3-Chleropropane NO 0.0050 mg/kg wet
1,2-Dibromoethane NO 0.0050 mg/kg wet
1,2-Dichlorobenzene NO 0.0050 mg/kg wet
1,2-Dichlorcethane NO 0.0050 mg/kg wet
1,2-Dichloropmpane NO 0.0050 mg/kg wet
1,3,5-Tdmethylbenzene NO 0x050 mg/kg wet
185 Frances Avenue,Cranston,RI 02910-2211 Tel:401-461-7181 Fax 401-461-4486 http://w .ESSLaboratory coin
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Page 15 of 32
P
ESS Laboratory BAL Laboratory
I ,
Division of Thielsch Engineering,lnc. The Micn hiology Division
' olThielsch Engineering,Inc.
CERTIFICATE OFANALYSIS
tClient Name: Geological Field Services,Inc.
Client Project ID: Burnham Dock ESS Laboratory Work Order: 1006333
Quality Control Data
Spike Source %REC RPD
Analyte Result MRL Units Level Result %REC Limits RPD Limit Qualifier
5035/82608 Volatile Organic Compounds/ Low Level
batch CF02209-5035
1,3-Dichlorobenzene NO 0.0050 mg/kg wet
1,3-Dichloropropane NO 0.0050 mg/kg wet
1,4-Dichlorobenzene ND 0.0050 mg/kg wet
1,4-Dioxane NO 0.100 mg/kg wet
2,2-Dichloropmpane NO 0.0050 mg/kg wet
2-B rnr.re NO 0.0500 mg/kg we
2 C 1.otoluene NO 0.0050 mg/kg we
2-1-lexanone NO 0.0500 mg/kg wet
4{ 10rotoluene NO 0.0050 mg/kg wet
4-Isopropyltoluene NO 0.0050 mg/kg wet
4-Met1y1-2-Pentanone ND 0.0500 mg/kg wet
Acetone ND 0.0500 mg/kg wet
Benzene ND 0.0050 mg/kg we
Bromobenzene ND 0.0050 mg/kg wet
Bromochloromethane ND 0.0050 mg/kg wet
Bromodichloromethane ND 0.0050 mg/kg wet
BrOmofonn ND 0.0050 mg/kg wet
Bromomethane NO 0.0100 mg/kg wet
Carbon Disulfide NO 0.0050 mg/kg wet
carbon Tetrachloride NO 0.00% mg/kg wet
CTlorobenmhe NO 0.0050 mg/kg wet
Chloroethane
NO 0.0100 mg/kg wet
Chloroform NO 0.0050 mg/kg wet
Chloromethane NO 0.0100 mg/kg wet
cis-1,2-13&loroethene NO 0.0050 mg/kg wet
cis-1,3-Dichloropropene NO 0.0050 mg/kg wet
Dibromochloromethane NO 0.0020 mg/kg wet
Dibromomethane ND 0.0050 mg/kg wet
Dichlorodifluoromethane ND 0.0100 mg/kg wet
Diethyl Ether ND 0.0050 mg/kg wet
Di-isopropyl ether NO 0.0050 mg/kg wet
Ethyl tertiary-butyl ether ND 00050 mg/kg wet
Ethylbenzene NO 00050 mg/kq wet
Hexachlombutadiene NO 0.0050 mg/kg wet
Isopropylbeomne NO 0.0050 mg/kg wet
Methyl tert-Butyl Ether NO 0.0050 mg/kg wet
Methylene Chloride NO 0.0250 mg/kg wet
�Naphthalene NO 0.0050 mg/kg wet
n-Bulylbenzene NO 0.0050 mg/kg wet
n-Propylbenzene NO 0.0050 mg/kg wet
Burylbvr¢ene ND 0.0050 mg/kg wet
Styrene NO 0.0050 mg/kg wet
tert-Butylbemene NO 0.0050 mg/kg wet
Tertiary-amyl methyl ether NO 00050 mg/kg wet
etrachloroethene NO 0.0050 mg/kg wet
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Page 16 of 32
ESS Laboratory BAL Laboratory
' - Division ofThielsch Engineering Inc. The Micmbio%gyDivision
I' a of Tldelsch EngineeNng,Inc.
CERTIFICATE OFANALYSIS
Client Name: Geological Field Services,Inc.
Client Project ID: Burnham Dock ESS Laboratory Work Order: 1006333
Quality Control Data
Spike Source ^/DREG RPD
Analyte Result MRL Units Level Result %REC Limits RPD Limit Qualifer
5035/82606 Volatile Organic Compounds/ Low Level
Balch CF02209-5035
Tetrahydro(uran 9 ND 0.0050 mg/kg wet
Toluene ND 0.0050 mg/kq wet
tans-1,2-Dichloroethene ND 0.0050 mg/kg wet
tans-1,3-Dichloropropene ND 0.0050 mg/kg wet
Trichloroethene ND 0.0050 mg/kg wet
Trbhlorofluoromethane ND 0.0050 mg/kg wet
Vinyl Q Ioride ND 0.0100 mg/kg wet
Xylene O ND 0.0050 m9/kg wet
Xylene P,M ND 0.0100 mg/kg wet
Suwagare:1,2-1Achloroeth aed4 0,0543 mg/kg we 0.05000 109 79-130
'Surrogate:4-Bromo9uwobenzene 0.0504 mg/kg wet 0.05000 101 70-130
Suzmga(e:O11zomo8uoromethane 0.0516 mg/kg wet 0.05000 IN 70-130
Surrogate:Toluens-8 0.0510 mg/kg wet 0.05000 101 70-130
' Les
1,1,1,2-Tehachbrce[hane 0.0450 0.0050 mg/kg wet 0.05000 90 70-130
1,1,1-Trichloroedlxne 0.0465 0.0050 mg/kg wet 0.05000 93 70-130
1,1,2,2-Tetrachloroethane 0.0486 0.0020 mg/kg wet 0.05000 97 70-130
1,1,2-Tnchlorocuane 0.0473 0.0050 mg/kg wet 0.05000 95 70-130
1,1-Dichloroethane 0.0453 0.0050 mg/kg wet 0.05000 91 70-130
1,1-Dichlorcethene 0.0491 0.0050 mg/kg wet 0.05000 98 70-130
1,1-Dichloropropene 0.0468 0.0050 mg/kg wet 0.05000 94 70-130
1,2,3-Tnc1Vorobanzerx; 0.0528 0.0050 mg/kg wet 0.05000 106 70-130
1,2,3-Tnchloropropane 0.0492 0.0050 mg/kg wet 0.05000 98 70-130
1,2,4-Tnchlarobenzene 0.0511 0.0050 mg/kg wet 0.05000 102 70-130
1,2,4-Tnmethylbenzene 0.0530 0.0050 mg/kg wet 0.05000 106 70-130
1,2-1)ibromo-3-01oropropane 0.0458 0.0050 mg/kg wet 0.05000 92 70-130
1,2-Dibromoethane 0.0472 0.0050 mg/kg out 0.05000 94 70-130
1,2-Dichlarobenzene 0.0488 0.0050 mg/kg wet 0.05000 98 70-130
1,2-Dlchlonaahane - 0.0456 0.0050 mg/kg wet 0.05000 91 70-130
-1,2-Dichlompropane 0.0429 00050 mg/kg wet 0.05000 86 70-130
1,3,5-Trimethylbenzene 0.0529 0.0050 mg/kg we 0.05000 106 70-130
1,3-Dichlorobenzene 0.0491 0.0050 mg/kg wet 0.05000 % 70-130
1,3-Dichlaropropane 0.0459 0.0050 mg/kg wet 0.05000 92 70-130
�1,4-Dichlorobenzene 0.0486 0.0050 mq/kg wet 0.05000 97 70-130
1,4-Dioxane 0.999 0.100 mg/kg wet 1.000 100 70-130
2,2-Dichloropropone 0.0511 0.0050 mg/kg wet 0.05000 102 70-130
�2-Batanone 0.270 0.0500 mg/kg at 0.2500 108 70-130
2{hkaotoluane 0.0543 0.0050 mg/kg wet 0.05000 109 70-130
2-Hexanone 0.229 0.0500 mg/kg wet 0.2500 91 70-130
4{ iorotoluene 0.0533 0.0050 mg/kg wet 0.05000 107 70-130
t4-ItopmpylloWere O0.04960.0050 mg/kg wet 0.05000 99 70-130
Methyl-2-Pentanone 0.226 0.0500 mg/kg wet 0.2500 90 70-130
Acetone 0.2% 0.0500 mg/kg wet 01500 119 70-130
Benzene 0.0479 0.0050 mg/kg wet 0.05000 96 70-130
romobeiuene 0.0478 0.0050 mg/kg wet 0.05000 % 70-130
185 Frances Avenue,Cranston,RI 02910-2211 Tel:401-461-7181 Foo:401-461-4486 htto.//www.ESS Laboratory com
Dependability • Quality • Service
Page 17 of 32
ESS Laboratory BAL Laboratory
° Y y
' x Division ofThielsch Engineering,Inc. The membio/ogyDir sus„
LAI5® ofThielsch Engineering,Inc.
CERTIFICATE OFANALYSIS
Client Name: Geological Field Services,Inc.
Client Project ID: Burnham Dock ESS Laboratory Work Order: 1006333
Quality Control Data
Spike Source %REC RPD
Analyte Result MRL Units Level Result %REC Limits RPD Limit Qualifier
5035/82606 Volatile Organic Compounds/ Low Level
Batch CF02209-5035
Bromochloromanare 0.0459 0.0050 mg/kg wet 0.05000 92 20-130
Bromoudhlorametharle 0.0463 0.0050 mg/kg wet 0.05000 93 70-130
Bramoform 0.0443 0.0050 mg/kg we 0.05000 89 70-130
Brpmome[hene 0.0514 0.0100 all wet 0.05000 103 70-130
Carlon Disulfide 0.0557 0.0050 mg/kg wet 005000 111 70-130
Carbon Tetrachloride 0.0455 0.0050 mg/kg wet 0.05000 91 70-130
Chlarabenzene 0.0475 0.0050 mg/k9 wet 0.05000 95 70-130
Chloroethane 0.0492 0.0100 mg/kg wet 0.05000 98 70-130
Chloroform 0.0483 Coosa mg/kg wet 0.05000 97 70-130
Chlommemane 0.0468 0.0100 mg/kg wet 0.05000 94 70-130
�s-1,2-[ichloroethare 0.0497 0.0050 mg/kg wet 0.05000 99 70-130
cis-3,3-Dichloropropene 0.0462 0.0050 mg/kg wet 0.05000 92 70-130
DibrOmOchlorpmefhane 0.0418 0.0020 mg/kg or 0.05000 89 70-130
Dibromomethane 0.0470 0.0050 mg/kg wet 0.05000 99 70-130
Dichlorodifluoromethane 0.0455 0.0100 mg/kg wet 0.05000 91 70-130
Diethyl Ether 0.0444 0.0050 mg/kg wet 0.05000 89 70-130
Dbisopropyl ether 0.0461 0.0050 mg/kg at 0.05000 92 70-130
Rhyl u,hary-butyl ether 0.0413 0.0050 mg/kg wet 0.05000 83 70-130
' Ethylbenzene 0.0507 0.0050 mg/kg wet 0.05000 101 70-130
Hexechlomantadlene 0.0520 0.0050 mg/kg wet 0.05000 104 70-130
Isopropylbenzene 0.0463 00050 mg/kg wet 0.05000 93 70-130
Methyl tert-eutyl Ether 0.0426 0.0050 mg/kg wet 0.05000 85 70-130
Methylene Chloride 0.0531 0.0250 mg/kg wet 0.05000 106 70-130
Naphl,alene 0.0551 0.0050 all wet 0.05000 110 70-130
n-Butylbenzene 0.0558 0.0050 mg/kg wet 0.05000 112 70-130
n-Propylbenzene 0.0554 0.0050 mg/kg wet 0.05000 111 70-130
seceutylbenzene 0.0545 0.0050 mg/kg wet 0.05000 109 70-130
Styrene 0.0502 0.0050 mg/kg wet 0.05000 100 70-130
tert-Butylbenzene 0.0499 0.0050 mg/kg wet 0.05000 100 70-130
Tertiary-amyl methyl ether 0.0448 0.0050 mg/kg wet oasoco 90 70-130
Tetrachloroethane 0.0432 0.0050 mg/kg wet 0.05000 86 70-130
Tet ahydrofann 0.0404 0.0050 mg/kg wet 0.05000 81 70-130
Toluene 0.0515 0.0050 mg/kg wet 0.05000 103 70-130
tarts-l,2-Dlchlortethene 0.0448 0.0050 mg/kg wet 0.05000 90 70-130
tans-1,3-Dichloropropene 0.0441 0.0050 mg/kg wet 0.05000 88 70-130
Trichloroethene 0.0472 0.0050 mg/kg wet 0.05000 94 70-130
Trichlomfiuommethane 0.0451 0.0050 mg/kg wet 0.05000 90 70-130
Vinyl Chloride call 0.0100 mg/kg wet 0.05000 97 70430
Xylene O 0.0488 0.0050 mg/kg wet 0.05000 98 70-130
Xylene P,M 0.0%8 0.0100 mg/kg wet 0.1000 100 70-130
Sum ate:1,1-DwNacerhane-d4 0.0961 mg/kg wet 0.05000 91 70-130
5u1rcgater 4-3w efi obenz 0.0501 mg/kg wet 0.05000 100 70-130
Sunegate.Dibromo9irorwnetlrane 0.0479 mg/kg wet 005000 95 70-130
Surrogate:Toluene-d8 0.0477 mg/kg wet 0.05000 95 70-130
�LfS DUP
185 Frances Avenue,Cranston,RI 02910-2211 Tel:401-461-7181 Fax:401-461-4486 hup Hwww ESSLaboratoryco n
Dependability • Quality • Service
Page 18 of 32
ESS Laboratory BALLLaboratory
Division elsch Engineering,Inc. The M;croh;o%gyD;vis;on
l� ofTh;dech Engineering Inc.
CERTIFICATE OF ANALYSIS
Client Name: Geological Field Services,Inc.
Client Project ID: Burnham Dock ESS Laboratory Work Order: 1006333
Quality Control Data
Spike Source %REC RPD
L Analyte Result MRL Units Level Result %REC Limits RPD Limit Qualifier
5035/82606 Volatile Organic Compounds/Low Level
BaK CF02209-5035
S,l,l,2-TdraCM1loroe[hane 0.0437 0.0050 mg/kg wet 0.05000 87 70-130 3 25
1,1,1-Trchloroethane 00455 0.0050 mg/kg we 0.05000 91 70-130 2 25
1,1,2,2-Tetrachloroethane 0.0516 0.0020 mg/kg wet 0.05000 101 70-130 4 25
1,1,2-Trichloroethane 0.0494 0.0050 mg/kg wet 0.05000 99 70-130 4 25
1,1-Dchlorpemane 00458 0.0050 mg/kg wet 0.05000 92 70-130 0.9 25
1,1-13khloroetbene 0.0481 0.0050 mg/kq we 0.05000 96 70-130 2 25
1,1-Dchloropropene 00458 0.0050 mg/kg wet 0.05000 92 70-130 2 25
1,2,3-nichlorohenzere 00515 0.0050 mg/kg wet 0.05000 103 70-130 2 25
1,2,3-Tr hloropropaue 0.0526 0.0050 mg/kg wet 0.115000 105 70-130 7 25
1,2,4-Tnchloro1fienzere 0.0504 0.0050 mg/kg wet costal) 101 70-130 1 25
1,2,4-Torremylbenzene 0.0525 0.0050 mg/kg wet 0.05000 105 70-130 0.8 25
1,2-Dieromo-3-Chloropropane 0.0490 0.0050 mg/kg wet 0.05000 98 70-130 7 25
1,2-Dibromcethane 0.0484 0.0050 mg/kg wet 0.05000 97 70-130 3 25
1,2-achlorobenrene 0.0486 0.0050 mg/kg wet 0.05000 97 70-130 0.3 25
�i
1,2-Dichloroethane 0.0458 0.0050 mg/kg wet 105000 92 70-130 0.4 25
1,2-Dchloropropane 0.0424 0.0050 mg/kg wet 0.05000 85 70-130 1 25
1,3,5-Trmethylbenzene 0.0528 0.0050 mg/kg wet 0.05000 106 70-130 0.2 25
1,3-Dichlorobenzene 0.0498 0.0050 mg/kg wet 0.05000 100 70-130 2 25
1,3-Dichbropropane 0.0468 0.0050 mg/kg wet 0.05000 94 70-130 2 25
1,4-Dichlorobenzene 0.0487 0.0050 mg/kg wet 0.05000 97 70-130 0.2 25
1,4-Doxane 1.08 0.101 mg/kg wet 1.000 108 70-130 8 20
2,2-D11loropropene 0.0492 aD050 mg/kg wet 0.05000 98 70-130 4 25
2-13utanoue 0.325 0.0500 mg/kg wet 0.250 130 70-130 18 25
2-0hlarctoluene 00539 0.0050 mg/kg wet 0.05000 108 70-130 0.8 25
2-Hexanone 0.262 0,0500 mg/kg wet 0.2500 105 70-130 14 25
4Ulorotduene 0.0535 0.0050 mg/kg wet 0.05000 107 70-130 0.5 25
4-Isopropylmluene 0.0501 0.0050 mg/kg wet 0.05000 100 70-130 1 25
4-Methyl-2-Pertanone 0.242 Usual mg/kg we 0250 97 70-130 7 25
Acetone 0.315 0.0500 mg/kg wet 0.2500 126 70-130 5 25
Benzene 0.0472 0.0050 mg/kg wct 0.05000 94 70-130 1 25
eromobemene 00481 0.0050 mg/kg wet 0.05000 96 70-130 0.7 25
Bromochloromethane 00473 0.0050 mg/kg wet 0.05000 95 70-130 3 25
Bromcciptloromethane 0.0459 0-0050 mg/kg wet 0.05000 92 70-130 1 25
S omoform0.0447 0.0050 mg/kg wet 0.05000 89 70-130 0.9 25
Bromometheoe 0.0514 0.0100 mg/kg wet 0.05000 103 70-130 0.08 25
Carbon Disulfide 0.0565 0.0050 mg/kg wet 0.05000 113 70-130 1 25
Carbon Tetrachloride 0.0436 0.0050 mg/kq wet 0.05000 87 70-130 4 25
Ulorobenzene 0.0484 0.0050 mg/kg wet 0.05000 97 70-130 2 25
Chloroethane 0.0495 0.0100 mg/kg wet 0.05000 99 70-130 as 25
Chloroform 0.0476 0.0050 mg/kg wet 0.05000 95 70-130 1 25
Chloromemane 0.0482 0.0100 mg/kg wet 0.05000 96 70-130 3 25
cis-1,2-Dichlorcethene 0.0503 0.0050 mg/kg wet 0.05000 101 70-130 1 25
cis-1,3-Dichlompropene 0.11469 0.0050 mg/kg wet 005000 99 70-130 1 25
Dibremochloromemane 0.0424 0.0020 mg/kg wet 0.0500 85 70-130 1 25
,Dibromomethane 0.0492 0.0050 mg/kg wet 0.0500 98 70-130 5 25
185 Frances Avenue,Cranston,RI 02910-2211 Tel 401-461-7181 Fax 401461-4486 him//www.ESSLaboratorvcon
Dependability ♦ Quality • Service
Page 19 of 32
Laboratory BAL Laboratory
- The M""`b I' Division
1 Division olThie/sch Engineering,Inc. of "J'ca Zgineel ng rne.
CERTIFICATE OF ANALYSIS
Client Name: Geological Field Services,Inc.
Client Project ID: Burnham Dock ESS Laboratory Work Order: 1006333
Quality Control Data
Spike Source %REC RPD
Analyte Result MRL Units Level Result %REC Limits RPD Limit Qualifier
5035/82608 Volatile Organic Compounds/Low Level
Batch CF02209-5035
Dichlorodifluoromethane 0.0452 0.0100 mg/kg wet 0.05000 90 70-130 03 25
Diethyl Ether 0 0460 0.0050 mg/kg wet 0.05000 92 70-130 4 25
D-isopropyl ether 0.0465 0.0050 mg/kg wet 0.05000 93 70-130 1 25
Ethyl tertiary-butyl ether 0.0416 0.0050 mg/kg wet 0.05000 83 70-130 0.8 25
Ethylterzene 0.0511 0.0050 mg/kg wet 0.05000 102 70-130 0.8 25
Ho.chlorobutadlene 0.0525 0.0050 mg/kg wet 0.05000 105 70-130 1 25
Isopropylbenzene 0.0469 0.0050 mg/kg wet 0.05000 99 70-130 1 25
Methyl tert-Dutyl Ether 0.0432 0.0050 mg/kg wet 0.05000 86 70-130 1 25
- Methylene Chloride 0.0545 0.0250 mg/kg wet 0.05000 109 70-130 3 25
Naphthalene 0.0584 0.0050 mg/kg wet 0.05000 117 70-130 6 25
n-Butylbenzene 0.0553 0.0050 mg/kg wet 0.05000 111 70-130 0.9 25
Pno,lbenzene 0.0560 0.0050 mg/kg wet 0.05000 112 70-130 1 25
sec-Bulyltenzene 0.0546 0.0050 mg/kg wet 0.05000 109 70-130 0.2 25
Styrene 0.0499 0.0050 mg/kg wet 0.05000 100 70-130 0.7 25
�l tert-Butylloamene 0.0501 0.0050 mg/kg wet 0.05000 100 70-130 0.5 25
Tertiary-amyl methyl ether 0.0449 0.0050 mg/kg wet 0.05000 90 70-130 0.2 25
Tetrachlorcethene 0.0429 0.0050 mg/kg wet 0.05000 86 70-130 0.8 25
Tet2hydronaran 0.0453 0.0050 mg/eg wet 0.05000 91 70-130 11 25
Toluene 0.0520 0.0050 mg/kg wet 0.05000 104 70-130 1 25
tans-I,2-Dchloroethene U450 0.0050 mg/kg wet 0.05000 90 70-130 0.4 25
tans-1,3-Dichloropropene 0.0463 0.0050 mg/kg wet 0.05000 93 70-130 5 25
Trichloroethene 0.0457 0.0050 mg/kg wet 0.05000 91 70-130 3 25
Trkhlorolluoromethane 0.0442 0.0050 mg/kg wet 0.05000 88 70-130 2 25
Vinyl Chloride 0.0486 0.0100 mg/kg wet 0.05000 97 70-130 0.3 25
Xylene 0 0.0490 0.0050 mg/kg wet 0.05000 98 70-130 0.5 25
Xylene P,M 0.0994 0.0100 mg/kg wet 0.1000 99 70-130 0.4 25
Sunt ate.1,2-DX/rb'vetban 4 0.0470 mg/kg wet 0.05000 94 10-130
Sumogate:4-emmo0uviatenzewe 00499 mg/kg wet 0.05000 100 10-130
5unpgate:Dibmmo0vorwne0une 0.04]4 mg/kg wet 0.05000 95 70-130
5vnpgdte:Tdu V a8 0.0414 mg/kg wet 0.05000 95 10-130
8082A Polychlorinated Biphenyls(PCB)
'Batch CF02815-35G0
Blank
Aroclor 1016 ND 0.0500 mg/kg wet
Aroclor 1016(1) ND 0.0500 mg/kg wet
Aroclor 1016(1)[2C] ND 0.0500 mg/kg wet
Aroclor 1016(2) ND 0.0500 mg/kg we
Aroclor 1016(2)(2C] ND 0.0500 mg/kg we
Aroclor 1016(3) No 0.0500 mg/kg wet
Arodor 1016(3)[2C] ND 0.0500 mg/kg wet
Arodar 1016(4) ND 0.0500 mg/kg wet
Arodo,1016(4)(2C] ND 0,0500 mg/kg wet
Aroclor 1016(5) ND 0.0500 mg/kg wet
Aralor 1016(5)12C] ND 0.0500 mg/kg wet
185 Frances Avenue,Cranston,R1 02910-2211 Tel:401-461-7181 Fax:401-461-4486 htt[l://wv wv BSSLaboratorv.com
Dependability • Quality • Service
Page 20 of 32
ESS Laboratory BAL Laboratory
The Mxrobiology Divisiaa
Division olThielsch Engineering,Inc.
orTbie/schEngioeecing lne.
CERTIFICATE OF ANALYSIS
Client Name: Geological Field Services,Inc.
Client Project 11): Burnham Dock ESS Laboratory Work Order: 1006333
Quality Control Data
Spike Source %REC RPD
Analyte Result MRL Units Level Result %REC Limits RPD Limit Qualifier
8082A Polychlorinated Biphenyls(PCB)
Batch CF02815-3540
Arodor 1221 ND 0.0500 .g/kq wet
Aroclor 1221(1) ND 0.0500 mg/kg wet
Aralor 1221(1)(2C] ND 0.0500 mg/kg wet
Arcelor 1221(2) ND 0.0500 mg/kg wet
Aroclor 1221(2)[2C] ND 0,0500 .9/1,9 we[
Aroclor 1221(3) ND 0.0500 m9/k9 wet
Aroclor 1221(3)[2C] ND 0.0500 mg/kg wet
Amclor 1221(4) ND 0.0500 mg/kg wet
.Aroclor 1221(4)[2C] ND 0.0500 mg/kg wet
Aroclor 1221(5) ND 0.0500 mg/kg wet
Amclor 1221(5)[2C) ND 0.0500 mg/kg wM
Araclor 1232 ND 0.0500 mg/kg wet
Aroclgr 1232(1) ND 00500 mg/kg wet
Amclor 1232(1)[21Z] ND 0.0500 mg/kg wet
Aroclor 1232(2) ND 0.0500 mg/kg wM
Aroclor 1232(2)[2Q ND 0.0500 mg/kg wet
Aroclor 1232(3) ND 0.0500 mglkg wet
Arodor 1232(3)[2C] ND 0.0500 mg/kg wet
Arodor 1232(4) ND 0.0500 mg/kg wet
Aroclor 1232(4)[2C] ND 0.0500 mg/kg wet
Arocbr 1232(5) ND 0.0500 mg/kg wet
Aralor 1232(5)[2C] ND 0.0500 m9/1,9 wet
Arodor 1242 ND 0.0500 mg/kg wet
Amelgr 1242(t) ND 0.0500 mg/kg wet
Aroclor 1242(1)[2C] ND 0.0500 mg/kg wet
Aroclor 1242(2) ND 0.0500 mg/kg wet
Aralor 1242(2)[2C] ND 0.0500 mg/kg wet
Aroclor 1242(3) ND 0.0500 mg/kg wet
Aroclor 1242(3)[2CI ND 0.0500 mg/kg wet
Aroclor 1242(4) ND 0.0500 mg/kg wet
Aroclor 1242(4)[2C] ND 0.05D0 mg/kg wet
Amdor 1242(5) ND 0.0500 mg/kg wet
Arcclor 1242(5)[2C] ND 0.0500 mg/kg wet
Arodar 1248 ND oo500 mg/kg wet
A. r 1248(1) ND 0.0500 mg/kg wet
Aroclor 1248(1)[2C] ND 0.0500 mg/kg wet
�Aroclor 1248D) ND 0.0500 mg/kg wet
Arcclor 1248(2)(2C) ND 00500 Mg/kg wet
Aroclor 1248(3) ND 0.0500 .9/kg wet
Amcler 1248(3)[2C] ND 0.0500 .9/k9 wet
lArtelor 1248(4) ND 0.0500 mg/kg.0
Aralor 1248(4)[2C] ND 0.0500 mg/kq wet
Aroclor 1248(5) ND 0.0500 .q/kg wet
Arocler 1248(5)[2C] ND 0.0500 .911,9 wet
troclor 1259 ND posts) mg/kg wet
185 Frances Avenue,Cranston,RI 02910-2211 Tel 401-461-7181 Fax 401-461-4486 http://, w .ESSLaboratory coin
Dependability • Quality • Service
Page 21 of 32
p ESS Laboratory BAL Laboratory
Division ofThielsch Engineering,Inc. The Micmbio%gyDivision
1 of Tbiebcb Engineering Inc. *LLCM:M�
CERTIFICATE OF ANALYSIS
Client Name: Geological Field Services,Inc.
Client Project ID: Burnham Dock ESS Laboratory Work Order: 1006333
Quality Control Data
Spike Source %REC RPD
Analyte Result MRL Units Level Result %REC Limits RPD Limit Qualifier
8082A Polychlorinated Biphenyls(PCB)
Batch CF02BIS-3540
Aralor 1254(1) ND 0.0500 mg/kg wet
Aroclor 1254(1)[2C] ND 0.0500 mg/kg wet
Aralor 1254(2) ND 0.0500 mg/kg wet
Aroclor 1254(2)[2C] ND 0.0500 mg/kg wet
Aralor 1254(3) ND 0.0500 mg/kg wet
Aroclor 1254(3)[2C] ND 0.0500 mg/kg wet
Aroclor 1254(4) ND (.0500 mg/kg wet
Aroclor 1254(4)[2C] ND 0.0500 mg/kg wet
Aralcr 1254(5) ND 0,0500 mg/kg wet
Aroclor 1254(5)[2C] ND 0.0500 mg/kg wet
Aralor 1260 ND 0.0500 mg/kg wet
Araclor 1260(1) ND 0.0500 mg/kg wet
Aralor 12W(1)[2C] ND 0.0500 mg/kg we
Aroclor 1260(2) ND 0.0500 mg/kg wet
.,Anxica 1260(2)[2C] ND 0.0500 mg/kg wet
Aralor 12W(3) ND 0.0500 mg/kg wet
Aralor 12W(3)[2C1 ND 0A50 mg/kg at
Aroclor 12M(4) ND 0.0500 mg/kg wet
Areclor 12W(4)[2C] ND 0.0500 mg/kg wet
Arodor 1260(5) ND 0.0500 mg/kg wet
Areclor 12W(5)[2C] ND 0.0500 mg/kg wet
Aralor 1262 ND 0.0500 mg/kg wet
Aralor 1262(1) ND 0.0500 mg/kg wet
Armlet 1262(1)[2C] ND 0a%o mg/kg wet
Aroclor 1262(2) ND 0.0500 mg/kg wet
Aralor 1262(2)[2C] ND 0.0500 mg/kg wet
Aralor 1262(3) ND 0.0500 mg/kg wet
Aralor 1262(3)[2C] ND 0.0500 mg/kg wet
Aralor 1262(4) ND 0.050 mg/kg wet
Aralor 1262(4)[2C] ND 0.0500 mg/kg wet
Aralor 1262(5) ND 0.0500 mg/kq wet
Aroclor 1262(5)[2C] ND 0.0500 mg/kg wet
Aralor 1268 ND 0.0500 mg/kg wet
Aralor 1268(1) ND 0.0500 mg/kg wet
Ar or 1268(1)[2C] ND 0.0500 mg/kg wet
Aralor 1268(2) ND 0.0500 mg/kg wet
Aralor 1268(2)[2C] ND 0.0500 mg/kg wet
Aralor 1268(3) ND 0.0500 mg/kg wet
Aralor 1268(3)[2C] ND 0.0500 mg/kg wet
Aralor 1268(4) ND 0.0500 mg/kg wet
Aral.,1268(4)[2C] ND 0.0500 mg/kg wet
Aroclor 1268(5) ND 0.0500 mg/kg wet
Aroclor 1268(5)[2C] ND 00500 mg/kg wet
51nogateDecachl-obiphenyl 0.0211 mg/kg wet 002500 34 36150
Surrogate:D Chlorobiphenyl[2Q 00207 mg/kg wet 0.02500 0 70-150
185 Frances Avenue,Cranston,81 02910-2211 Tel:401-461-7181 Fax 401-461-4486 him//,w .ESSLaboratory corn
Dependability • Quality • Service
Page 22 of 32
I ss I,aloratory BAL Laboratory
m`
Division olThielsch Engineering,Inc. TheMicrob;ologyD;vison
1� a oflLlelschEng;nee ng,Inc.
CERTIFICATE OFANALYSIS
Client Name: Geological Field Services,Inc.
Client Project ID: Burnham Dock ESS Laboratory Work Order: 1006333
Quality Control Data
Spike Source %REC RPD
Analyte Result MRL Units Level Result %REC Limits RPD Limit Qualifer
8082A Polychlorinated Biphenyls(PCB)
Batch 002815-3500
Sur are:Tela hlo m-xylene 0.0213 mg/kg wet 0.02500 85 30-150
51n 11e:TNrachloro-m-xylene[1C] 0.0234 mg/kg wet 0.02500 94 30-150
i� LCS
ArodAmc
or 1016 0.983 0.0500 mg/kg we[ 0.5000 97 90-140
Amclor 1260 0.439 Orson mg/kg wet 0.5000 88 40-190
5112 lte:0.aach/wobiphenN 0.0221 mg/kg wet 0.02500 88 30-150
Sun07are:O Brhio 1pheW[ICJ 0.0220 mg/kg wet 0.02500 38 30-150
Surrogate:Tebach1"-m-*ene 0.0235 mg/kg wet 0.02500 99 30-150
Surrogate:Tebachkr a,-*Ave[2C7] 0.0246 mg/kg wet 0.02500 98 36150
LCS Dup
Amiclor 1016 0.492 0.0500 m9/kg wet 0.5000 98 40-190 2 30
Arvelor 1260 0.449 0.050D mg/kg wet 0.5000 90 40-140 2 30
Surrogate:O achlaabvhenyl 0.0222 mg/kg wet 0.02500 89 36150
Swale:DerachMrob enp[2CJ 0.0223 mg/kg wet 0.02500 89 36150
Surrcyahe:Tebachlprp-m-xya,,e 0.0230 mg/kg wet 0.02500 92 30-150
Sul�are:7i`"Ch1oro-m-W11e12CJ 00140 mg/kg we 002500 % 36150
8100M Total Petroleum Hydrocarbons
Batch CE02312-3546 -
Blank
Deeane(CIO) ND 0.2 mg/kg wet
Docosane(C22) ND a2 mg/kg at
Dodecane(CII) ND 0.2 mg/kg we
Eimwne(00) ND 0.2 mg/kg wet
He...s e(C26) ND 0.2 mg/kg wet
Hexadeeine(C16) ND 0.2 mg/kg wet
%nadecaue(C19) ND 0.2 mg/kg wet
Nooane(C9) ND 0.2 mg/kg wet
D ,:inane(UB) ND 0.2 mg/kg wet
Ieatadecane(CIS) ND 0.2 mg/kg wet
Tetracosane(C24) ND 0.2 mg/kg wet
Tetradecam(C14) ND 0.2 mg/kg wet
Total Petroleum Hydrocarbons ND 37.5 mg/kg wet
�Tnacontane(C30) ND 0.2 mg/kg wet
Sur ate:671erphenyl 4.19 mg/kg wet 5.000 84 46140
LCS
D 1,,le(CID) 2.0 0.2 mg/kg wet 2500 79 40-140
osane(02) 2.2 0.2 mg/kg wet 2.500 69 40-140
!lllDodecane(C12) 2.1 0.2 mg/kg wet 2.500 85 40-140
acosane(00) 2.3 0.2 mg/kg wet 2.500 91 40-140
texacosane(C26) 2.2 0.2 mg/kg wet 2.500 89 40-140
185 Frances Avenue,Cranston,R1 02910-2211 Tel 401-461-7181 Fax 401-461-4486 http'//www ESSLabomtory con
Dependability ♦ Quality ♦ Service
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♦ r -e
ESS Laboratory BAL Laboratory
Division ofTAie/sch Engineering,Inc. The Microbiology Diiienan
I Al 0 ofThielsch Engineenng Inc.
CERTIFICATE OF ANALYSIS
Client Name: Geological Field Services,Inc.
Client Project ID: Burnham Dock ESS Laboratory Work Order: 1006333
�. Quality Control Data
Spike Source %REC RPD
Analyte Result MRL Units Level Result %REC Limits RPD Limit Qualifier
8100M Total Petroleum Hydrocarbons
Batch a02312-3546
Hexadecane(CIO) 2.2 0.2 mg/kg wet 2.500 89 40-140
Nonadecane(CIO) 2.4 0.2 mg/kg wet 2.500 95 40-140
Nonane(C9) 1.2 0.2 mg/kg wet 2.500 68 30-1W
CiMcosane(C28) 2.2 0.2 mg/kg wet 2.500 89 4()-140
Octadecane(Ci8) 2.3 0.2 m9/1,9 wet 2.500 91 40-140
Tetramsane(C24) 2.3 0.2 mg/kg wet 2.500 92 40-140
Tet adecane(04) 2.2 0.2 mg/kg wet 2.500 88 40-140
TNameane(00) 2.2 0.2 mg/kg wet 2.500 88 40-140
Suzrogale:6reqnhenyl 4,26 mg/kg we 5000 05 40-140
Les Dup
Demme(CIO) 2.0 a2 mg/kg wet 2.500 79 40-140 0.5 50
Docosane(C22) 2.2 0.2 m9/k9 we 2.500 82 0-140 2 50
Dodecane(C12) 2.1 0.2 mg/kg wet 2.500 86 40-140 0.6 50
Ecosane(C20) 2.2 0.2 mg/kg wet 2.500 89 40-140 2 50
Hexacoone(C26) 2.2 0.2 m1/1,9 wet 2.500 82 40-140 2 50
Hexaderane(C36) 2.2 0.2 mg/kg wet 2.500 89 40-190 0.7 50
Nonaderane(C19) 2.3 0.2 mg/kg wet 2.500 93 40-140 2 50 -
Nonane(C9) 1.7 0.2 mg/kg wet 2,500 68 30-140 0.8 50
CC cow,,e(Us) 2.2 0.2 mg/kg wet 2.500 86 40-140 2 50
Cetadecane(Cl8) 2.2 0.2 mg/kq wet 2.500 90 40-140 1 50
Tetracosane(04) 2.2 0.2 mg/kg we 2.500 90 40-140 2 50
Tetradecane(C14) 2.2 0.2 mg/kg we 2.500 88 40-140 0.1 50
TriamnWne(COO) 2.1 0.2 mg/kg wet 2.500 86 40-140 2 50
tS m:ware.6Tt".v 4.16 mg/kg wet 5000 63 40-140
8270D Semi-Volatile Organic Compounds -
Batch CF02228-3546
Blank
1,1-Blpherryl ND 0.333 mg/kg wet
1,2,4-Tnchloreenzene ND 0333 mg/kg wet
1,2-Dichlorobenzene ND 0.333 mg/kg we
1,3-Dichlorobenzene ND 0.333 mg/kg we
1,4-Dichlorobenzene ND 0.333 mq/kg wet
2,4,5-Trichlorophenol ND 0.333 mg/kg wet
2,4,6-Trichlorophenol ND 0.333 mg/kg we
2,4-Dichlomphenol ND 0.333 mg/kg wet
2,4-Dimethylphenol ND 0.333 mg/kg we
2,4-Dindrophenol ND 1.67 mg/kg wet
2,4-Dinitrotoluene ND 0.333 mg/kg wet
2,6-Dinitrotoluene ND 0.333 mg/kg we
2-Chloronapht-alene ND 0333 mg/kg we
2-Chlorophenol ND 0.333 mg/kg we
,12
-Methylnaphthalene ND 0.333 mg/kg wet
185 Frances Avenue,Cranston,R1 02910-2211 Tel:401-461-7181 Fax 401-461-4486 http//www.ESSLaboratorvcon
Dependability ♦ Quality • Service
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1
ESS Laboratory BAL Laboratory
' Division ofThielsch Engineering,Inc. The MicmbiologyDinsion
1• a - ofThielseb Engineering Inc.
CERTIFICATE OF ANALYSIS
Client Name: Geological Field Services,Inc.
Client Project ID: Burnham Dock ESS Laboratory Work Order: 1006333
Quality Control Data
Spike Source %REC RPD
Analyte Result MRL Units Level Result %REC Limits RPD Limit Qualifier
8270D Semi-Volatile Organic Compounds
' Batch CF02228-3546
2-Methylpheral NO 0.333 mg/kg wet
2-141trophenol NO 0.333 mg/kg wet
3,3'-Dichbrolo navdine NO 0.667 mg/kg wet
3+4-Methylphenol NO 0.667 mg/kg wet
4-Bmmopheayl-phenylether NO 0.333 mg/kg wet
4{hlaraanikne NO 0.667 mg/kg wet
4-Nitrophenol ND 1.67 mg/kg wet
,. Acenaphthene NO 0.333 mg/kg wet
Acenaphthylene NO 0.333 mg/kg wet
Acetophenone NO 0.667 mg/kg we
Miline NO 1.67 mg/kg wet
Mthmcene NO 0.333 mg/kg wet
Azobenzene NO 0.333 mg/kg wet
Benzo(a)anthracene NO 0.333 mg/kg we
Benzo(a)pyrene NO 0.167 mg/kg wet
B omfit)Buaranthene NO 0.333 mg/kg wet
MaMg,h,i)perylene NO 0.333 mg/kg wet
Benzo(ofluoanthzne NO 0.333 mg/kg wet
' bis(2-Glcimetba r)methane NO 0,333 mg/kg wet
bis(2-Chloreethyl ether NO 0.333 mg/kg we
bN(2-chlomimprvpyl)Hhe NO 0.333 mg/kg wet
bis(2-Ethylhexyl)phthalate NO 0.333 mg/kg wet
' ButylbenzylphNalate NO 0.333 mg/kg wet
Chrysene ND 0.167 mg/kg wet
Dibenzo(a,h)Acthacene NO 0.167 mg/kg wet
D,benzotuan NO 0.333 mg/kg wet
Diethylphthalate NO 0.333 mg/kg wet
Dimetbophthalate NO 0.333 mg/kg wet
Di-n-burylpahalae NO 0.333 mg/kg wet
Di-n-odylphthalate NO 0.333 mg/kg wet
Flucranthene NO 0.333 mg/kg wet
Fluorene NO 0.333 mg/kg wet
Hexzchloatsrzerre ND 0.333 mg/kg wet
�.Hexachlorobutadlene NO 0.333 mg/kg wet
Hnachlcroethane NO 0.333 mg/kg wet
]ndeno(L2,3<d)Pwene NO 0.333 mg/kg we
Rophorone ND 0.333 mg/kg we
Naphthalene NO 0.333 mg/kg wet
Nitrobenzene NO 0.333 mg/kg wet
N-Nitrosadimethylamirn; NO 0.333 mg/kg we
pentachlorophenol NO 1.67 mg/kg wet
phenanthrene NO 0.333 mg/kg wet
phenol NO 0.333 mg/kg wet
Pyrene NO 0.333 mg/kg wet
'Suougate.1,2-Dichlorobenzex94 2,39 mg/kg wet 3.333 72 30-130
185 Frances Avenue,Cranston,RI 02910-2211 Tel 401-461-7181 Fax 401-461-4486 http://w ESSLaboratory com
' Dependabiliry • Quality ♦ Service
Page 25 of 32
�' jaboratory BAL Laboratory
elsch Engineering,Inc. T6eM;coaiomgyDivisozz
lrn - of T6ielsc6 Engizreedng lnc.
CERTIFICATE OF ANALYSIS
Client Name: Geological Field Services,Inc.
Client Project ID: Burnham Dock ESS Laboratory Work Order: 1006333
Quality Control Data
Spike Source %REC RPD
Analyte Result MRL Units Level Result %REC Limits RPD Limit Qualifier
8270D Semi-Volatile Organic Compounds
' Batph 002228-35C6
Surzogate:2,,4,6-Tribromo,*iawl 3.43 mg/kg wet 5.000 69 30-130
Surrogate:2-Chlorophenol-0 3.13 mg/kg wet 5." 65 30-130
' Surrogate:2-Ftrnrodpheny4 144 mg/kg wet 3.333 73 30-130
Suzrogate:2-Fluoropherwl 3.00 mg/kg wet 5.000 60 30-130
Suzrzgate:Nrtzpbenzene 05 1.50 mg/kg wet 3.333 75 36130
surzgare:Phezrol,46 3.34 mg/kg wet 5,000 67 30-130
Surrryate:p-Terp0ey1-014 245 mg/kg at 3.333 74 30-130
Ef5
1,1-Biphenyl 2.21 0.333 mg/kg wet 3.333 81 40-140
' 1,2,4-Tnchlombenzene 2.64 0.333 mg/kg wet 3.333 79 40-140
1,2-13ichlorobenzene 2.63 0.333 mg/kg wet 3.333 79 40-140
1,3-Dchlorobenzene 2.42 0.333 mg/kg wet 3.333 73 40-190
1,4-Dichlorolenzene 2.57 0.333 mg/kg wet 3.333 77 40-140
2,4,5-Trkhlorophenol 2.94 0.333 mg/kg at 3.333 88 30-130
2,4,6-Trichlomphemi 2.89 0.333 mg/kg wet 3.333 87 30-130
2,4-Dich1orophenol 3.01 0.333 mg/kg wet 3.333 90 30-130
44-Dlmethylphenei 2.84 0.333 mg/kg wet 3.333 85 30-130
'2,4-Dinitmphenol 2.96 1.67 mg/kg wet 3.333 89 30-130
2,4-Dinitrotoluene 3.05 0.333 ri wet 3.333 92 40-140
2,6-Dinitrotoluene 3.03 0.333 mg/kg wet 3.333 91 40-140
2-Chloronaphthalene 2.28 0.333 mg/kg wet 3.333 69 40-140
'2Lhlorophernl 2.64 0.333 mg/kg wet 3.333 79 30-130
2-MCthyloaphthalene 2.46 0.333 mg/kg at 3.333 74 401
2-Methylphenel 2.69 0.333 mg/kg wet 3.333 81 30-130
2-Ni[rophenol 2.98 x333 mg/kg wet 3.333 89 30-130
3,3'-Dichlonobenzone 2.58 0.667 mg/kg wet 3.333 78 40-140
3+4-Methylphenol 5.29 0.667 mg/kg wet 6.667 79 30-130
4-11mmophenyl-phenylether 2.74 0.333 mg/kg wet 3.333 82 40-140
'4-Chloroaniline 251 0.667 mg/kg wet 3.333 75 40-140
4-Nitrophenol 2.81 1.67 mg/kg wet 3.333 84 30-130
Acenaphthene 272 0.333 mg/kg wet 3.333 82 40-140
Acenaphthylene 2.48 0.333 mg/kg wet 3.333 75 40-190
Acetophenone 2.56 0.667 mg/kg wet 3.333 77 40-140
Aniline 2.09 1.67 mg/kg wet 3.333 63 40-190
Anthracene 2.69 0.333 mg/kg wet 3.333 81 40-14(1
Azobenzene 2.70 0.333 mg/kg wet 3.333 81 40-1W
Benm(a)anNracene 2.81 0.333 mg/kg wet 3.333 84 40-140
Benzo(a)pymne 2.84 0.167 mg/kg wet 3.333 85 40-140
Benzo(b)fluwanthene 2.68 0.333 mg/kg wet 3.333 81 40-190
'Benzo(9,h,i)peMene 2.11 0.333 mg/kg wet 3.333 63 40-140
Benzo(k)flumathene 2.90 0.333 .9/kg wet 3.333 87 W-140
bis(2-Chloroeftr,y)methane 2.83 0.333 mg/kg wet 3.333 85 40-140
bis(2{hloroethyl)ether 2.65 0.333 mg/kg wet 3.333 79 40-190
�be(2-chlproisolo opynEther 2.62 0.333 mq/kg at 3.333 79 40-140
bis(2-Ethvheayl)phNalate 2.90 0.333 mg/kg wet 3.333 87 W-140
185 Frances Avenue,Cranston,RI 02910-2211 Tel:401-461-7181 Fax 401-461-4486 Into:ftvw v ESSLaboratory com
' Dependability • Quality • Service
Page 26 of 32
ESS Laboratory BAL Laboratory
Division olThielsch Engineering,Inc. TbeM:cmb:n7ogyD;vs:nn
lal� olTb:elscb Engineering/ne.
CERTIFICATE OF ANALYSIS
Client Name: Geological Field Services,Inc.
Client Project ID: Burnham Dock ESS Laboratory Work Order: 1006333
' Quality Control Data
Spike Source %REC RPD
' Analyte Result MRL Units Level Result %REC Limits RPD Limit Qualifier
8270D Semi-Volatile Organic Compounds
' Batch CF02228-3596
eutylhenzylphthalate 2.80 0.333 mg/kg wet 3.333 84 40-140
Chr,sene 2.71 0.167 mg/kg wet 3.333 81 40-140
Dibenzo(a,h)Ahtr.cene 2.83 0.167 mg/kg wet 3.333 85 40-140
Dibenzofuran 2.81 0.333 mg/kg wet 3.333 84 40-140
Diefirophthalate 284 0.333 mg/kg wet 3.333 85 40-140
Dimethylphthalate 2.73 0.333 mg/kg wet 3.333 82 40-140
Di-n-butylphthalate 272 0.333 mg/kg wet 3.333 82 40-140
Di-n octylphthalate 2.81 0.333 mg/kg wet 3.333 84 40-140
Flu.rffaene 2.86 0.333 mg/kg wet 3.333 86 40-140
Fluorene 2.96 0.333 mg/kg wet 3.333 89 40-140
' Hexachlombenzene 27et 8 0.333 mg/kg w 3.333 83 40-140
Hexachlonabutadhere 2.56 0.333 mg/kg wet 3.333 77 40-1W
Hexachlorcethane 2.62 0.333 mg/kq wet 3.333 79 40-140
rdeno(1,2,3cd)"ne 2.95 0.333 mg/kg wet 3.333 B8 4D140
' Isophorone 2.28 0.333 mg/kg wet 3.333 68 40-140
Naphthalene 2.61 0.333 mg/kg wet 3.333 78 40-140
Nitrobenzene 2.81 0.333 mg/kg wet 3.333 84 40-140
N-Nitrosudmethylamine 2.29 0.333 mg/kg wet 3.333 69 40-140
' Pentachlorophenol 3.09 1.67 mg/kg wet 3.333 93 30-130
Phenanthrene 2.55 0.333 mg/kg wet 3.333 77 40-140
phe^ol 2.84 0.333 mg/kg wet 3.333 85 30-130
Pyrene 2.79 0.333 mg/kg wet 3.333 84 Q-140
Surrogate:1,2-2Nchlprpbenfenad4 239 mg/k,wet 3.333 72 30-130
Surrcyahe:2,4,6-T broznophenol 370 mg/kg wet 5.000 24 30-130
5u,epate:2-nwrophem 3.22 mg/kg wet 5000 64 30-130
'Surrogate:2-Rwmbphenyl 2.40 mg/kg wet 3.333 72 30-130
51m ate..2-£luorophe 3.04 mg/kg wet 5.000 61 30-130
5urrcgate:Naaebew,e d5 249 mg/kg wet 3.333 75 30-130
Suzrugate:Phazm 6 334 mg/kg wet 5.000 67 30-130
Sumyate:p-reqahenyl-dl4 165 mg/kg wet 3333 00 30-130
LC6 Dup
1,1-Biphenyl 2.76 0.333 mg/kg wet 3.333 83 40-140 2 30
1,2,4-TrOlombemene 2.53 0.333 mg/kg wet 3.333 76 40-140 4 30
'1,2-13ichlorobenzene 270 0.333 mg/kq wet 3.333 81 40-140 3 30
1,3-Dichlorobenzene 2.62 0.333 mq/kq wet 3.333 79 W-140 8 30
1,4-Dichlorobenzene 2.50 0.333 mg/kg wet 3.333 75 40-140 3 30
'2,4,5-Tnchlompheool 3.03 0.333 mg/kg wet 3.333 91 30-130 3 30
2,4,6-Trichlomphenol 2.94 0.333 mg/kg wet 3.333 88 30-130 2 30
2,4-Dichlorophenol 3.07 0.333 mg/kg wet 3.333 92 30-130 2 30
2,4-DimMhylphenol 2.88 0.333 mg/kg wet 3.333 86 30-130 1 30
'2,4-Dnihophenol 3.11 1.67 mg/kq wet 3.333 93 30-130 5 30
2,4-Dinamtoluene 3.26 0.333 mg/kg wet 3.333 98 40-140 6 30
2,6-Dinitmtduene 3.11 0.333 mg/kg wet 3.333 93 40-140 3 30
2-Chlomnaplehalene 2.33 0.333 mg/kg we 3.333 70 90-140 2 30
'2-Chlorophenol 2.71 0.333 mg/kg wet 3.333 81 30-130 3 30
185 Frances Avenue,Cranston,RI 02910-2211 Tel 401-461-7181 Far 401-461-4486 hno://, w .ESSLaboratory corn
' Dependability • Quality • Service
Page 27 of 32
ESS Laboratory BAL Laboratory
Division ofThic1schEngineering,Inc. The Micmblo%gyDivisors
I• ofn"Jscb Engineering rnc.
CERTIFICATE OF ANALYSIS
Client Name: Geological Field Services,Inc.
Client Project ID: Burnham Dock ESS Laboratory Work Order: 1006333
' Quality Control Data
Spike Source %REC RPD
Analyte Result MRL Units Level Result %REC Limits RPD Limit Qualifier
8270D Semi-Volatile Organic Compounds
' Batch CF02228-3546
2-Methylnaphthalene 3.19 0.333 mg/kg wet 3.333 96 40-140 26 30
2-Methylphenol 2J9 0.333 mg/kg wet 3.333 84 30-130 4 30
2-Nitrophenol 302 0.333 mg/kg wet 3.333 91 30-130 1 30
' 3,3'-Diahlorouvmidine 2.62 0.667 mg/kg wet 3.333 79 40-140 1 30
3t4-Methylphenol 5.58 0.667 mg/kg wet 6.667 84 30-130 5 30
4-Bmmophenyl-phenylether 2.71 0.333 mg/kg wet 3.333 81 40-140 1 30
4{ior.nlee 2.50 0.667 mg/kg wet 3.333 75 40-140 0.5 30
' 4-Nibophenol 3.17 1.67 mg/kg wet 3.333 95 30-130 12 30
Acenaphthene 2.79 0.333 mg/kg wet 3.333 84 40-140 3 30
Acenaphwylene 2.56 0.333 mq/kg wet 3.333 77 40-1W 3 30
Acetophenone 2.52 0.667 mg/kg wet 3.333 76 40-140 1 30
Aniline 2.68 1.67 mg/kg we 3.333 80 40-140 25 30
Anthracene 2.80 0.333 mg/kg wet 3.333 84 40-140 4 30
Azobenzene 2.60 0.333 mg/kg wet 3.333 78 40-140 4 30
' Benzo(a)antrracene 2.91 0.333 mg/kg wet 3.333 87 40-140 3 30
Benzo(a)pyrene 2.92 0.167 mg/kg wet 3.333 87 40-140 3 30
Benzo(b)fluorarthane 2.77 0.333 mg/kg wet 3.333 83 40-140 3 30
Benzo(g,h,l)peryiene 2.14 0.333 mg/kg wet 3.333 69 40-140 1 30
eervo k)FluoranMene 2.96 0.333 mg/kg wet 3.333 89 40-140 2 30
bis(2 C 1omemoxy)rne0ane 2.84 0.333 mg/kg wet 3.333 85 40-140 0.3 30
bls(2{hlomethyl)etber 2.71 0.333 mg/kg wet 3.333 81 40-140 2 30
bis(2<hloroisopropy1)Ether 2.65 0.333 mg/kg wet 3.333 79 40-140 1 30
bls(2-EthyNexy1)phN late 2.97 0.333 mg/kg wet 3.333 89 40-19D 2 30
ButylbenzylpMhalalre 2.80 0.333 mg/kg wet 3.333 84 40-IW 0.04 30
Chrysene 2.71 0.167 mg/kg wet 3.333 81 40-140 a(e) 30
Dlbeno(a,h)Arthrdcene 2.73 0.167 mg/kg wet 3.333 82 W-140 3 30
Dluenzo(uran 285 0.333 mg/kg wet 3.333 85 40-140 1 30
Dlethylphthalate 2.92 0.333 mg/kg wet 3.333 88 40-140 3 30
Dimethylpltthalate 2.76 0.333 mg/kg wet 3.333 83 40-140 1 30
Dl-n-butylphthalete 2.92 0.333 mg/kg wet 3.333 88 40-140 7 30
D,oaylphthalate 3.04 0.333 mg/kg wet 3.333 91 40-140 8 30
Fluoranmene 3.30 0.333 mg/kg wet 3.333 99 40-140 14 30
Fluorene 3.04 0.333 mg/kg wet 3.333 91 40-140 3 30
Hexachlorpbenzene 2.81 0.333 mg/kg wet 3.333 84 40-140 1 30
HexachloroblRadiene 2.56 0.333 mg/kg we 3.333 77 40-140 0.2 30
Hexachloroethane 2.70 0.333 mg/kg wet 3.333 81 40-140 3 30
'lndenoo,2,3-cd)Pymne 2.88 0.333 mg/kg wet 3.333 86 40-140 2 30
]sophorone 2.31 0.333 mg/kg wet 3.333 69 40-140 l 30
Naphthalene 2.62 0.333 mg/kg wet 3.333 79 40-140 0.2 30
Nitrobenzene 2.84 0.333 mg/kg wet 3.333 85 W-1W 1 30
'N-Wrosodimethylamirie 2.27 0.333 mg/kg wet 3333 68 40-140 1 30
Pentachlorophenol 3.19 1.67 mg/kg wet 3.333 96 30-130 3 30
Phenanthrene 264 0.333 mg/kg wet 3.333 79 40-IQ 4 30
Phenol 2.62 0.333 mg/kg wet 3.333 79 30-130 8 30
,Pyrene 2.69 0,333 mgpg wet 3.333 79 40-140 5 30
185 Frances Avenue,Cranston,RI 02910-2211 TeL 401-461-7181 Fax:401-461-4486 btto//www.ESSLaboratorv.corn
' Dependability • Quality • Service
Page 28 of 32
ESS Laboratory BAL Laboratory
�... Division ofThi,I Engineering♦Inc. TheM"ovb logyD lion
I 1` of Thlelsch Engineering Inc.
CERTIFICATE OFANALYSIS
r Client Name: Geological Field Services,Inc.
Client Project ID: Burnham Dock ESS Laboratory Work Order: 1006333
' Quality Control Data
Spike Source %REC RPD
' Analyte Result MRL Units Level Result %REC Limits RPD Limit Qualifier
8270D Semi-Volatile Organic Compounds
Bach CF02228-3546
5.n Ile.'I,2-Dichlorobenzene-09 2.41 mg/kg wet 3.333 72 30-130
Surrogate:1,4,6-Tribromophencl 3.63 mg/kg wet 5000 73 30-130
Surrogate:2-C Iomohcoc/4 3.26 mg/kg at 5.000 65 3P130
Sul¢ ate:2-Fl—obohany4 241 mg/kg wet 3,333 72 30-130
Surrogate:2-Fluorophan 809 mg/kg wet 5000 61 30-130
Surrogate:Av obenrene,15 248 mg/kg wet 3.333 74 34130
51rrogate:Pherwl-06 3.39 mg/kg wet S." 68 36130
51r ,ve:p-Terphe,y dm 252 mg/kg wet 3,333 76 30-130
Classical Chemistry
Batch U02509-General preparation
Blank
Cnnducuviry ND s umhos/cm
'LCS
CCixbuRivip 1950 umbos/cm 1412 103 90-110
Duplicate Source:1006333-01
'Catduchvlty 5380 5 umhos/cm 5990 1 10
r
r
r
r
r
185 Frances Avenue,Cranston,Rl 02910-2211 Tel'.401-461-7181 Fax 401-461-4486 Into:/hvw .ESSLaboratory coin
' Dependabiliry ♦ Quality ♦ Service
Page 29 of 32
r P
> � ESS Laboratory BAL Laboratory
' r. DivisionolThielschEngineering,Inc. TheMitrobio%gyDinsion
1 ofT6ielcc6 Engineering/nc.
CERTIFICATE OF ANALYSIS
r Client Name: Geological Field Services,Inc.
Client Project ID: Burnham Dock ESS Laboratory Work Order: 1006333
rNotes and Definitions
WL Results obtained from a deionized water leach of the sample.
rU Analyte included in the analysis,but not detected
D Diluted.
NO Analyte NOT DETECTED above the detection limit(LOD for DoD Reports)
dry Sample results reported on a dry weight basis
RPD Relative Percent Difference
MDL Method Detection Limit
MRL Method Reporting Limit
' IN Initial Volume
FN Final Volume
Subcontracted analysis;see attached report
1 Range result excludes concentrations of surrogates and/or internal standards eluting in that range.
' 2 Range result excludes concentrations of target analytes eluting in that range.
3 Range result excludes the concentration of the C9-C10 aromatic range.
Avg Results reported as a mathematical average.
rNR No Recovery
LOD Limit of Detection
[CALC] Calculated Analyte
r
' 1
r
r
r
r
r
r
185 Frances Avenue,Cranston,Rl 02910-2211 Tel:401-461-7181 Fax:401-461-4486 Intp//www.ESSLaboratorvcon
r Dependability • Quality • Service
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1 �
ESS Laboratory BAL Laboratory
n.. Division of Thielsch Engineering,Inc. The MiciaLfology Division
I• of Thielsch Engineceing,Inc.
CERTIFICATE OF ANALYSIS
Client Name: Geological Field Services,Inc.
Client Project ID: Burnham Dock ESS Laboratory Work Order: 1006333
MESS LABORATORY CERTIFICATIONS AND ACCREDITATIONS
ENVIRONMENTAL
' Department of Defense(DoD)Environmental Laboratory Accreditation Program(ELAP)
A2LA Accredited:Testing Cert#2864.01
http://www.a2la.orp/scol)evdf/2864-Ol.pd
' Rhode Island Potable and Non Potable Water:LAI00179
htti)://www.health.ri.pov/labs/waterlabs-instate.phi)
' Connecticut Potable and Non Potable Water,Solid and Hazardous Waste:PH-0750
httn,//www.ct.pov/dr)h/lib/dph/environmentaI health/environmental laboratories/pdf/out state odf
Maine Potable and Non Potable Water: 810002
httl2://www.maine.pov/der)/blwci/toi)ic/vessel/lab list.rad
Massachusetts Potable and Non Potable Water:M-R1002
htti)://Public.dep.state.ma.us/labeert/labcert.asnx
New Hampshire(NELAP accredited)Potable and Non PotableWater,Solid and Hazardous Waste:2424
' httv://www4.epov.nh.pov/des/nhelap/namesearch.asp
New York(NELAP accredited)Potable and Non Potable Water,Solid and Hazardous Waste: 11313
htti)://www.wadsworth.oriz/labcert/elap/comm.html
United States Department of Agriculture Soil Permit:S-54210
' Maryland Potable Water:301
htto:Hwww.mde.state.md.us/assets/document/WSP labs-2009apr20 pdf
South Carolina Volatile Organic Compounds in Potable Water:78003
' New Jersey Potable(VOA)and Non Potable Water(RCP A),Solids and Hazardous Waste:RI002
http://www.ni.pov/dep/oga/certlabs.htm
Pensylvania Potable and Non Potable Water,Solid and Hazardous Waste:68-01752
http://filesdep.state.oa.us/ReeionalResources/Labs/LabsPortalFiles/2009-0911 accredited laboratories odf
' CHEMISTRY
A2LA Accredited:Testing Cert#2864.01
' Lead in Paint,Phthalates,Lead in Children's Metals Products(Including Jewelry)
htto://www A2LA ory,/dirsearchnew/newsearch cfm
CPSC ID#1141
Lead Paint,Lead in Children's Metals Jewelry
htti)://xvww.eysc.gov/cgi-bin/labal)l)list.asl)x
185 Frances Avenue,Cranston,RI 02910-2211 Tel:401-461-7181 Fax:401-461-4486 hllo:/Avww.ESSLaboratory cent
' Dependability • Quality • - Service
Page 31 of 32
man s IM M s ac iM m M � M m M : MM M s
ESS Laboratory CHAIN OF CUSTODY Page of
Division of Thielseh Engineering, Inc. Turn Time tan at Other Repnning Limits 11 ESS LAB PRO EC D
185 Frances Avenue, Cranston, RJ 02910-2211 If faster than 5 days,pro,a proval by laboratory is required#
Tel, (401) 461-7181 Fax (401) 461-4486 er°'am °"were e«e from:
MA I CT NH NJ NY ME Other Electronic Deliverable _yes No
wwwesslaborato COtri Format: Excel Access_PDF Ober
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for anyNaf the following:USACE Other — _
Co.Name Project# Project Name po Ch,,.�,6,q
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Container T,vpe: P-Pole G-Glass S-Sterilc V VOA Matrix: S-Soil SD-Solid D-Sludge WW-Waste Vater G\V-Ground Water SW-Surface yyrarer DW'-Drinking Water O-Oil W-IXripes F-Fibers
Cooler Present `,-�Yes —No /I'nter
Internal Use Only preservation Code: I.NP,2-HCl,3-H=SO.,4 HNCI 5-NaOH,6-McOH,7-Asorbic Acid,8-ZnAct,9-
Scall Intact /_Yrs _No NA:✓ [�1';ckup Sampled by:
Cooler Temp:�! f` ( ]Technicians Comments:
Relinquishedb : Signature) tc/Time R ive (Signature) Date/Time R isl (",nature) ar imr ceivcdb i ,lure) teT
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in accordance with MADEP CAM VII A
InI A
t
1
r
r APPENDIX B
' M2 Polymer Technologies, Inc.
P.O.Box 365
West Dundee,IL 60118
' P:847/836-1393
F:847/8366483
MATERIAL SAFETY DATA SHEET: May be used to comply with OSHA's Hazard Communication Standard,29 CFR 1910.1200.
Standard must be consulted for specific requirements.
PRODUCT NAME: Waste Lock®770 Page 1 of 2
SECTION I SUPPLIER'S INFORMATION
M2 Polymer Technologies,Inc.
P.O. Box 365 Telephone Number for Information: 847/836-1393
West Dundee,IL 60118 Last Update : January 10,2003
SECTION II HAZARDOUS INGREDIENTS/IDENTITY INFORMATION
' Hazardous Components
(Specific Chemical Identity: Common Name(s)) OSHA PEL ACGIH TLV %(optional)
1. Sodium Polyacrylate,Crosslinked NE NE
CAS Number:09003-04-7
2.Post Treatment(Trade Secret) NE NE
Other Limits —
Recommended
Recommended Exposure
Guideline for Respirable Particulate 0.05mg/m'
- (For Particles<10 pm)
SARA Section 313 Reportable Toxic Chemicals: NONE
NFPA/HMIS: Health-2, Fire-1 Reactivity -0, Specific Hazard-None
' Dot Class: Not Regulated
SECTION III PHYSICAL/CHEMICAL CHARACTERISTICS
' Boiling Point -Solid Bulk Density(Apparent-g/cc) 0.5-0.7
Vapor Pressure(mm Hg.) -LT 10 Melting Point Greater than 390°F
Vapor Density(AIR=1) -Nil Evaporation Rate(Butyl Acetate=1) Less than 1
Water Solubility -Insoluble
Appearance and Odor -White granular powder
SECTION IV FIRE AND EXPLOSION HAZARD DATA
' Flash Point(Method Used) -NONE
Flammable Limits -Not Available LEL:0.0325 UEL:NE
Extinguishing Media -Water,CO2 and dry chemical extinguishants.
Unusual Fire and Explosion Hazards --Extremely slippery conditions if spilled product comes in contact with water.
r
r
PRODUCT NAME: Waste Lock®770 Page 2 of 2
SECTION V REACTIVITY DATA
Stability Unstable Conditions to Avoid-None Known
Stable -X
I ' Incompatibility(Materials to Avoid) -None known
Hazardous Decomposition or By-products -None known
Hazardous Polymerization -May Not Occur -X Conditions to Avoid -None Known
SECTION VI HEALTH HAZARD DATA
Route(s)of Entry: Inhalation? Yes Skin? Yes Ingestion? Yes
Health Hazards(Acute and Chronic) - Contact with eyes,skin or clothing may cause irritation.
Acute(short term)inhalation of dust may cause mild irritation of upper respiratory tract(nose and throat)and lungs.
Chronic (long-term) inhalation exposure to rats for a lifetime (two years) using a sodium polyacrylate that had been
micronized to a respirable particle size(<10 pm)produced non-specific inflammation and chronic lung injury at 0.2 mg/m'
and 0.8 mg/m'. AT 0.8 mg/m', tumors were seen in some animals. In the absence of chronic inflammation,tumors are
not expected. There were no adverse effects of any kind at 0.05 mg/m'.
' Sodium polyacrylate had no effect in mutagenicity,tests.
Carcinogenicity: NTP? No IARC Monographs? No OSHA Regulated? No
' Signs and Symptoms of Exposure -Reddening, drying of affected area with possible itching, burning or other discomfort.
Irritation of the upper respiratory tract.
Medical Conditions
' Generally Aggravated by Exposure -Existing respiratory and allergic conditions.
Emergency and First Aid Procedures- Flush eyes with large quantity of water.
Wash skin with soap and water.
If inhaled,move to fresh air.
Consult physician regarding any continued discomfort.
SECTION VII PRECAUTIONS FOR SAFE HANDLING AND USE
Steps to be taken in Case Material is Released or Spilled: Collect material. Avoid generating airborne dust. Avoid
contact with water, as extremely slippery conditions will
result.
Residuals are to be flushed thoroughly with water to the
drain for normal wastewater treatment.
Waste Disposal Method: Dispose of in accordance with local, Federal, and State regulations. Non-hazardous waste material
suitable for approved solid waste landfill.
Precautions to be taken in Handling and Storing: Handle as an eye irritant. Store in a cool, dry place. Do not ingest.
Avoid breathing powder. Avoid skin and eye contact.
Other Precautions: Dusty conditions may irritate eyes and respiratory system. Slippery
when wet.
SECTION VIII CONTROL MEASURES
Respiratory Protection(Specify Type)- Where dusty conditions are created,use a suitable,nuisance-type mask.
' Ventilation -Local Exhaust Ensure removal of airborne particles.
-Mechanical(General) -Recommended. Other -Not required.
Protective Gloves -Recommended. Eye Protection -Safety goggles
Other Prolective Clothing or Equipment -None
Work/Hygienic Practices -Wash thoroughly after handling.
FARM PIER DREDGING
SALEM, MA
' NOTICE OF INTENT
ATTACHEMENT D
1
Proof of Submittal to MA Division of Marine Fisheries
t
August 26, 2010
i
i
SENDER:COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY
I litompleteftems 1,2,and 3.Also complete A. Signature
l Ite[p.4-If Restricted.DeiNeryis desired. - X O agent
Print your name and address on the reverse - ❑Addressee -
i so that we can return the:card to you. B. Received by(Printed Name) C. Data of Delivery i
l
Attach.this card to the back of the mailplece,
or.on the front If space permits. i
D. Is delivery address dttferent from Item 1? Cl yes
1.'Article Addressed t¢ `
l If YES,enter delivery address below: ❑No
IM3i
�� II
a, LrTCe t ed Mail ❑Express Mall
�y'Axvc$O yl Av-e-i ❑Registered 0 Return Recelptfor Merchandise i
j 0 Insured Mail 0 C.O.D.
4. Restricted Delivery?(Extra Fee) ❑Yes
' 2 AMCIO Number
-. I (frarrs/erhomserNcslaben.
P$Form'3811,February 2004 Domestio Return Receipt 102595-02-Ml 540 i
,.:..
1
r
it ,
Tom Devine
From: Ostrikis, Katelyn (FWE) [Katelyn.Ostrikis@state.ma.us]
Sent: Tuesday, December 28, 2010 5:39 PM
To: Slagle, David (DEP)
Cc: Boen, Robert (EEA), 'Evans, Tay (FWE)'; Tom Devine
Subject: 92 Orne Street W10-2192D
Attachments: attd5215.jpg
December 28, 2010
David Slagle
McssDEP-WRP
One Winter St . , 5th F1 . ,
Boston, Me 02108
Dear Mr. Slagle:
Har neFisheries has reviewed the Waterways application to dredge 100 cubic yards of
sediment at 92 Orne Street in Salem over the Danvers River. This area has been mapped by
MarineFisheries as habitat for soft-shell clams (Mya arenaria) and blue mussels (Mytilus
-. edulis) . It ' s considered important habitat for the spawning, larval settlement and
juvenile development of winter flounder (Pseudopleuronectes americanus) .
The dock on the property was constructed in 2007 and was likely not in accordance with the
DEP Guide to Small Docks and Piers, due to insufficient depth. The DEP Guide recommends
that the lowest horizontal member of a float be at least 18" above the substrate at all
times and 29" when the land contains shellfish. This guideline is recommended to minimize
impacts to shellfish, water circulation and the natural relief, elevation or sediment
gram size of the substrate.
The proliferation of docks and piers, and the associated cumulative environmental impacts
currently threatens many coastal areas of Massachusetts, including the Danvers River.
Since the 1960s high density clam flats in the Danvers River and Salem Sound have declined
by an estimated 72% (Chase et al. 2002) . This large drop in productive clam flats is
likely due to both impaired water quality and the loss of habitat from coastal
construction projects including docks and near shore dredging. Therefore, we encourage the
Department to consider the cumulative impacts of permitting docks, and in this case
improvement dredging in shallow water tidelands.
As part of a full alternatives analysis and in order to minimize potential impacts to
resource areas, we recommend that the applicant investigate the use of a mooring off-shore
of the dock for any large draft vessels. This would eliminate the need for dredging as
the existing dock can be used to moor a tender to access the larger boat, thus enabling
access to the waterway. ,
Should any portion of the work be permitted we recommend a time of year restriction for no
in-water, silt-producing work from February 15th to September 30th for the protection of
the above mentioned species .
Thank you for considering our comments on this appeal . If you have any questions about
this review, please contact me at 978-282-0308 x168 . -
Sincerely,
Tay Evans
[cid: 71.2393122@28122010-OF13]
1
LA
attd5215.jpg (2 KB)
Referen es:
Chase, B.C. , J. H. Plouff, and W.M. Castonguay. 2002 . The marine resources of Salem Sound.
1997 . Massachusetts Division of Marine Fisheries Technical Report Series TR-6.
hLtp: //www.mass .gov/d"wele/dmf/publications/salem_sound_report_tr6.pdf
Nn virus found in this incoming message. -
Checked by AVG - www.avg. com
Version: 9. 0. 872 / Virus Database: 271 . 1. 1/3344 - Release Date: 12/29/10 02:34 :00
2
ECIVD
Commonwealth of Massachusetts JUN 0 8 2011
Executive Office of Energy &Environmental Affairs
\ DEPT,OF PLANNING
COMITY DEVELOPMENT
Department of Environmental Prot ec` lion
One Winter Street Boston, MA 02108.617-292-5500
CEVAL L PATRICK - RICHARD K.SULUVAN JR,
Governor Secretary
TIMOTHY P.MURRAY - KENNETH L.KIMMELL
Lieumnent Governor Commissioner
Rachel N. Lutts Revocable Trust JUN 0 2 2011
c/o Geological Field Services, Inc.
14 Hubon Street
Salem, MA 01970
attn: Luke Fabbri
Re: Waterways Application No. W10-3192D/ Permit No. 12971
Danvers River, Salem, Essex County
Dear Mr. Fabbri:
The Department of Environmental Protection, has approved the enclosed referenced
permit authorizing Robert Lutts, Trustee to perform improvement and maintenance
dredging pursuant to M.G.L. Chapter 91 and its regulations 310 CMR 9.00. Any
subsequent project change not authorized by this permit shall render it void.
Pursuant to 310 CMR 9.17(1)(a) and 9.17(2), the Licensee may appeal this decision within
twenty-one (21) days of the date of permit issuance, by submitting a written request, by
certified mail, for an adjudicatory hearing. Any notice of claim for an adjudicatory hearing
must include the following information: the DEP Waterways Application File Number; the
complete name, address and telephone number of the party filing the request; if
represented by counsel, the name, address and telephone number of the attorney; a clear
statement that a formal adjudicatory hearing is being requested; and a clear and concise
statement of the specific objections to the Department's license decision, and the relief
sought through the adjudicatory hearing, including, specifically, the changes desired in the
final Waterways Permit.
The hearing request, along with a valid check made payable to the Commonwealth of
Massachusetts in the amount of one hundred dollars($100.00), must be mailed to:
Case Administrator
Department of Environmental Protection
One Winter Street—2nd floor
Boston, MA 02108
This infortnation Is available in alternate format Call Michelle Waters-Ekanem,Diversity Director,at 617-292-5751.TDD#1-866-539-7622 or 1-617-574-6868
MassDEP Website:vA"mass.gov/dep
Printed on Recycled Paper
At the same time, a copy of this appeal must be sent to the DEP Waterways Regulation
Program, the municipal official of the city or town where the project is located, and any
other parties to this proceeding. In addition, this appeal must include a statement that the
appropriate copies have been delivered as described herein.
The work authorized by this permit shall not commence if the Department receives a
request for an adjudicatory hearing. You are also required to notify the Department in
writing of the date the authorized work is completed.
Sincerely,
,^
Ben Lynch
Program Chief
Waterways Regulation Program
cc: Salem, Conservation Commission w/enc.
NERO
file
Commonwealth of Massachusetts
Executive Office of Energy &Environmental Affairs
LlDepartment of Environmental Protection
One Winter Street Boston, MA 02108.617-292-5500
DEVAL L.PATRICK RICHARD K.SULLIVAN JR.
Governor -' Secretary
-nM9iHY P.MURRAY KENNETH L.KIMMELL
Lieutenant Governor Commissioner
PERMIT NO. 12971
Name and Address of Permittees:
Rachel N. Lutts Revocable Trust
Robert Lutts, Trustee
92 Orne Street
Salem, MA 01970
ISSUED:June 2, 2011
EXPIRES:June 2, 2016
Permission is hereby given by the Department of Environmental Protection to perform
improvement dredging within the Danvers River, at 92 Orne Street, in the City of Salem. The
project will consist of removal of approximately 100 cubic yards of sediment from an area of
approximately 1,690 square feet to a depth of-3.5 feet MLW, within the Danvers River. ---------
All work authorized herein shall be in the location shown and to the dimensions indicated in the
permit plans titled: "Plan Accompanying Petition of: Robert Lutts to Perform Improvement
Dredging within Danvers River at Cabot Farm Street Pier; Salem, Massachusetts; Prepared for
by Steele Associates Marine Consulting LLC, Falmouth, Massachusetts; dated October 9, 2010;
(3 sheets)."
STANDARD WATERWAYS PERMIT CONDITIONS
1. Acceptance of this Waterways Permit shall constitute an agreement by the permittee to
conform to all terms and conditions stated herein.
2. This permit is issued upon the express condition that any and all other applicable
authorizations necessitated due to the provisions hereof shall be secured by the permittee
prior to the commencement of any activity hereby authorized.
This informationAs available in alternate format Call Michelle Waters-Ekanem,Diversity Director,at 617-292-5751.TDD#1-866-539-7622 or 1-617-574-6868
MassDEP Website:w .mass.govldep
Printed on Recycled Paper
PERMIT NO. 12971 Page 2
3. This permit shall be revocable by the Department for noncompliance with the terms and
conditions set forth herein. This permit may be revoked after the Department has given written
notice of the alleged noncompliance to the permittee, or his agent; and those persons who
have filed a written request, with the Department, for such notice and have afforded the
permittee a reasonable opportunity to correct said noncompliance. Failure to correct said
noncompliance after the issuance of a written notice by the Department shall render this
permit void.
4. This permit is issued subject to all applicable federal, state, county, and municipal laws,
ordinances, by-laws, and regulations, including but not limited to, a valid Order of Conditions
issued pursuant to the Wetlands Protection Act, M.G.L. Chapter 131, s.40.
5. This Waterways Permit is issued upon the express condition that dredging and
transportation and disposal of dredge material shall be in strict conformance with all applicable
requirements and authorizations of the MassDEP.
6. The permittee shall assume and pay all claims and demands arising in any manner from the
work authorized herein, and shall save harmless and indemnify the audits, damages, costs and
expenses incurred by reason thereof.
7. The permittee shall, at least three days before commencing any dredging in the tide water,
give written notice to the Department of the time, location and amount of the proposed work.
8. Whosoever violates any provisions of this permit shall be subject to a fine of$25,000 per day
for each day such violation occurs or continues, or by imprisonment for not more than one
year, or both such fine and imprisonment; or shall be subject to civil penalty not to exceed
$25,000 per day for each day such violation occurs or continues.
PERMIT NO. 12971 Page 3
SPECIAL WATERWAYS PERMIT CONDITIONS
1. Dredging shall be performed by mechanical means.
2. Dredged material shall be deWatered and disposed of at a licensed upland facility.
3. Due to migratory and spawning habitat for winter flounder, a time of year restriction for
in water work shall be from February 15 to June 30 of any year.
---------------------------------------------------------------------------------------------------------------------
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Ben Lynch
Program Chief, Waterways Regulation Program
DANV�'RS ��� DANVERS
RIVER
�6. �-L
RIVER 1a,; X6.3
o \`
'r�.z,z:a \94 Qr�.5 6.3 FJ PROJECT
910.5\q i` tg� ,`9\�`'1�3.1 a.1, as:>r, 17`�°
9.j \ �P LOCATION
1 .4 8 41 ,`
7. ,g\1 ld-y Xai 9 2.�` ',\.4\15.6 \7�
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6.4 `7.47``9.\` '��&.X `i`? `y�.413:5``4.4 /s
.2a., B:'B �
. O.` 9.8 �Z.1 j`\ \9�3�➢.a 1.9 '3
9:5 `
7 71 6`2 g.dA. 7� LOCUS MAP
2.�3.6`3.84.8.� 2'. 6'�\9 `�3.e} 1s 170 (NOT TO SCALE)
2.3` � 4.b14 9 X6,0` 6'd7.5�`8.6�9
2.8. 3.3 2 , , . -
DREDGE
qp �r �,p 2TF- k4.4\ '\6.4 1
FOO II PIfSN 2. 2.1 2,32.4 1 ST$ tl.9 9,0\� 38
4;1 3 d\ 1 33
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1.5 . 1 .Q- 0 71.6
1 .5 1.71.8 G` 2.4 3.1 1
1.41.51.5 1.8 1 i 2.2 2.2 a'0 �'U
SCC C , .3,.4,.4,.5,.61 8��.c 2.1 2'5`� ° GRAPHIC SCALE
/� cr.-2-- 51.s `e 2.0 2,5 30 0 15 30
� 1 - _ I
1.02 i 2.2
.1.1 1.2 1.3 �� e 1 .8`. 1�9 478
1.1 1 21.2 s 1.7 1�!9 1 inch = 30 ft.
SE 1.0 1.0 1'3 ''5 .6 1.6 I GENERAL NOTES
STA, 0+4 B1- �2 5 . 61s7 °+60
81.1 1.1 HYDROGRAPHIC SURVEY REPRESENTS
¢- EXISTING ON 4/30/10,
1.0
1 .1I
CONDITIONS EX N AND
1.0 1 ° t ° � 3 x'41 6 MAY NOT BE REPRESENTATIVE OF
CONDITIONS ON ANOTHER DATE
0:9 1'01.011. ® 3 .41
4 11.4
1.0 I 2. STRUCTURE LOCATION IS APPROXIMATE.
°'°1.0 / �' z 2''3 0+30 3. HORIZONTAL DATUM: NAD83, MA STATE
1.0.9 oQ°'6 o i.2 1 a PLANE COORDINATE SYSTEM MAINLAND
0.8 0
'8 00.9 1.0 1.2 ZONE (UNITS:US SURVEY FEET)
J 1.0 3 2 4. VERTICAL DATUM: MEAN LOW WATER
C.8 0.9 I
0.8 1.1 1.1 (MLW).
C.7 0.9 1'1 " 11.15. VERTICAL CONTROL POINT: BENCHMARK
0.8 0.9 1 .0 1.0
0�00 PIER BM, ELEVATION 10.0 FEET MLW.
0.6 o.e0.80 G.9 Q 1.01.01., 1.2 1.2
6. MLW & MHW ARE NOT WITHIN THE
°'60.70..7 ().a 1.11'1 1.0 SURVEYED AREA.
0.5. C 7 °'c2 0 8 1.00-1 '.o 7. DISPOSAL LOCATION IS THE GREENWOOD
0.5 0.9 1.0 1. STREET LANDFILL, WORCHESTER, MA.
°.7
0.4 ° os o.s 0.e l..o t t APPROXIMATE FOOTPRINT VOLUME TO -3.5 FEET MLW'
.
0.3 0.5 0.5 �' o.8 ° s a 100 CUBIC YARDS
_1.00 3 0,4 0.8 0.9 APPROXIMATE FOOTPRINT AREA: 1,690 SQUARE FEET
0.4 0 40 3 0 8 SIDE SLOPES TO BE BOX CUT SHEET 1 OF 3
PLAN ACCOMPANYING PETITION OF:
ROBERT LUTTS
TO PERFORM IMPROVEMENT DREDGING PERW . 12971
WITHIN DANVERS RIVER AT 6 _
CABOT FARM STREET PIS N
R ���
SALEM, MASSACHUSETTS
' rr,n rn n nnan
SECTION B SECTION D
Lengthi 48.75 Azimuth, 100.28 Length, 48.75 Azimuth, 100.28
5.00 20.00 0.00 20,00 5.00 5.00 5,00
3
ti
W
2 0.00 0.00 0.00 0.00
o (MLW) Float (MLW)
8 --
W —
-3.50 -3,50
-5.00 -5.00 -5,00 -5,00
Pre-Dredge Pre-Dredge
SEC77ON C
Length, 48,75 Azimuth, 100.28
5,00 5.00 A OF M-
S
_ LLOYD
J. G
LOWELL m
p No.35404 y . '
sum
0.00 0.00
l4—/3-l a
(MLW)
SEE SHEET 1. FOR NOTES.
-iso GRAPHIC SCALE
30 0 15 30
-5,00 -5,00
Pre-Dred e HORIZONTAL SCALE: 1 inch = 30 ft.
VERTICAL SCALE: 1 inch = 3 ft.
SHEET 2 OF
PLAN ACCOMPANYING PETITION OF:
ROBERT LUTTS
TO PERFORM IMPROVEMENT DREDGING PERw • 119 7,
WITHIN DANVERS RIVER AT VFwwbY0wMdftWwM
CABOT FARM STREET PIER Dft ,JUN
6� e�
SALEM, MASSACHUSETTS JUN O 2 2011
DATE: OCTOBER 9, 2010
PROFILE A
Length+ 125.00 Azlnuthi 17,45
5.00 j 5.00
3
W
0,00 0.00
(MLW) EXIS77NG GRADE .H
o cc
- +
T
uy O \ .•-.�...1.._ . Q
DREDGE CUT TO
-a50 N —3.5 FT MLW
DREDGE TEMPLATE �.\
-5.00 -5.00
Pre-Dredge
AOFMgss9 SEE SHEET 1. FOR NOTES.
2$ LLOYD �y
>O J. �
LO WELL m GRAPHIC SCALE
No. 35404 30 0 15 30
SUR HORIZONTAL SCALE: 1 inch = 30 i
VERTICAL SCALE: 1 inch = 3 ft,
U SHEET 3 OF
PLAN ACCOMPANYING PETITION OF:
ROBERT LUTTS
TO PERFORM IMPROVEMENT DREDGING PERW NO. 12971
WITHIN DANVERS RIVER AT
bY�®�pp d
CABOT FARM STREET PIER � ,JUN
6� e�
SALEM, MASSACHUSETTS UN O 2 2011
DATE: OCTOBER 9, 2010
�n
/ CITY OF SALEM
CONSERVATION COMMISSION
�t
C
%TTF VISIT FARM
6 : 1Spn,
PROJECT LOCATION: QZ- Of, S DATE OF SITE VISIT• 5 L 20 10
PROJECT PROPONENT:_ R04R 4:l //( ,i E{S DEP FILE NUMBER:_ #4y- S03
PROPOSED WORK: o r2d91ye M 100
lrt�/,ei1 ,
IN'ATTENDANCE ,
Commission Members/Agent:- Abutters:
Applt /Property Owner/Representative:
SITE VISIT,PURPOSE
❑Request for Determination ❑Abbreviated Notice of Resource Area Delineation r4Notice of intent
❑Certificate of Compliance El Enforcement/Violation ❑Emergency ❑ Informal
INLAND RESOURCE AREAS COASTAL RESOURCE AREAS
❑Bank ❑ Land Subject to Coastal X1Land Under the Ocean
Storm Flowage
❑Bordering Vegetated Wetland
❑ Designated Port Area ❑Coastal Beach
❑Land Subject to Flooding
❑ Coastal Dune ❑Barrier Beach
❑Land Under Water Bodies or Waterway
Nance: ❑ Coastal Bank El Rocky Intertidal Shore
i.
❑Riverfront Area ❑ Salt Marsh ❑ Land Under Salt Pond
❑Vernal Pools ❑ Land Containing ❑Anadromous/Cata-
Shellfish dromous Fish Run
❑ Bordering Vegetated Wetland in Coastal Area
120 WASHINGTON STREET, SALEM, MAS5ACHUSE'17S 01970 . "reg: 978.745.9595 FAS: 978.740.0404 ♦ WWW.SA1.HN1.00%t
BUFFER ZONE: (within 100-feet).•
❑Water Body ❑ Bordering Vegetated Wetland ❑ Bank ❑ Coastal Beach ❑Coastal Dune
VT v
INTERESTS PROTECTED....a;.
otection tet,$dgaply Protection ply )<Flood Control
reve Protection of Fisheries
PWN
rotection of Wildlife Habitat (Protection of Land Containing Shellfish ''i
Is this an exempt project: If so,why? 1�
Are resource area boundaries delineated correctly? If not,explain.
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SITE"VISITDOCUMENTATION. "rte .et�S'a.'.0>.
❑Photos ❑ Site Map ❑Other:
OBSERVATIONS-�e;k PJ!Lt ;.m
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Take into account relevant aspects or features such as: natural or piped drainage or obvious pollution;
topography; existing vegetation; possible alternative sites; signs of wildlife, possible vernal pools, rare species
habitat; landmarks; recent or historical disturbances; proximity to other water bodies or drainage areas;
adjacent land uses.
RECOMMENDATIONS ......,..a._,,. .�n,�,; .�,�