64-473 - DRAINAGE CULVERT MAPPING AND SEMI-ANNUAL INSPECTIONS - ADDENDUM 1 - CONSERVATION COMMISSION � 0a _--
A
okft
3v ` CITY OF SALEM
CONSERVATION COMMISSION
July 8, 2008
David Knowlton
City of Salem
120 Washington Street
Salem, MA 01970
Re: Order.of Conditions—DEP#64-478
Citywide Culvert Cleaning, Salem, Massachusetts
Dear Mr. Knowlton:
Enclosed, please find the Order of Conditions for the above referenced project.
Following the 10-day appeal period (as of July 17, 2008), 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, MA). Once recorded, please return a copy of
Page 9 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# 64-478 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 978-619-5685.
Sincerrgly,
r
Carey Duqubs
Conservation Agent/ Staff Planner
Enclosures
CC: DEP Northeast Regional Office
Massachusetts Department of Environmental Protection
Bureau of Resource Protection - Wetlands DEP File Number:
WPA Form 5 - Order of Conditions 64-478
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40
A. General Information
Important: Salem
When filling From: 1.Conservation Commission
out forms on
the computer, 2. This issuance is for(check one): a. * Order of Conditions b. ❑ Amended Order of Conditions
use only the
tab key to 3, To: Applicant:
move your
cursor-do not David Knowlton City of Salem
use the return a.First Name b.Last Name c.Company
key. 120 Washington Street
d. Mailing Address
m Salem MA 01970
e.City/Town I.State g.Zip Code
4. Property Owner(if different from applicant):
City of Salem
a.First Name b.Last Name c.Company
93 Washington Street
d. Mailing Address
Salem MA 01970
e.Cityrrown f.State g.Zip Code
s. Project Location:
Various Stormwater Culverts Salem
a.Street Address - b.Cityrrown
Various Various
c.Assessors Map/Plat Number d.Parcel/Lot Number
Latitude and Longitude, if known (note:
electronic filers will click for GIS locator): e.Latitude f.Longitude
s. Property recorded at the Registry of Deeds for(attach additional information if more than one parcel):
Essex Various
a.County b.Certificate(if registered land)
Various Various
c.Book d.Page
7. Dates: June 16, 2008 June 26, 2008 July 8, 2008
a. Date Notice of Intent Filed b.Dale Public Hearing Closed c.Date of Issuance -
8. Final Approved Plans and Other Documents (attach additional plan or document references as
needed):
Drainage Culvert Mapping and Semi-Annual Inspections Addendum No. 2
a.Plan Title
New England Civil Engineering Corp.
b. Prepared By c.Signed and Stamped by
June 2008
d.Final Revision Date e.Scale
f.Additional Plan or Document Title g. Date _
wpafcrm5.doc• rev.W1105 Page 1 of 9
I � ,
Massachusetts Department of Environmental Protection
Bureau of Resource Protection - Wetlands DEP File Number:
WPA Form 5 - Order of Conditions 64-476
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40
B. Findings
f. 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. 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
Habitat
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.
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 these interests, 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 disturbance and Various
wetland boundary(if available) a.linear feet
Resource Area Proposed Permitted Proposed Permitted
Alteration Alteration Replacement Replacement
4. ® Bank a.linear feet b.linear feet c.linear feet d.linear feet
5. ® Bordering Vegetated
Wetland a.square feet b.square feet c.square feet d.square feet
6. ® Land Under Waterbodies a.square feet b.square feet c.square feet d.square feet
and Waterways
e.cu.yd dredged f.cu.yd dredged
wpa(orrr&doc• rev.3/1105 - Page 2 of 9
Massachusetts Department of Environmental Protection
Bureau of Resource Protection - Wetlands DEP File Number:
WPA Form 5 - Order of Conditions 64-478
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40
B. Findings (cont.)
Resource Area Proposed Permitted Proposed Permitted
Alteration Alteration Replacement Replacement
7. ® Bordering Land
Subject to Flooding a.square feet bsquare feet c.square feet d.square feet
Cubic Feet Flood Storage e,cubic feet f.cubic feet g.cubic feet h.cubic feet
8. ❑ 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
9. ® Riverfront area a.total sq.feet b.total sq.feet
Sq ft within 100 ft c.square feet d,square feet e.square feet f.square feet
Sq ft between 100-200 ft
- g.square feet h.square feet i.square feet j.square feet
Coastal Resource Area Impacts: Check all that apply below. (For Approvals Only)
1o. ❑ Designated Port Areas Indicate size under Land Under the Ocean, below
11. ❑ Land Under the Ocean a.square feet b.square feet
c.cu.yd dredged d.cu.yd dredged
12. ❑ Barrier Beaches Indicate size under Coastal Beaches and/or Coastal Dunes below
13. ❑ Coastal Beaches a.square feet b.square feet c.Gy nourishmt. d.Gy nourishmt.
14. ❑ Coastal Dunes a.square feet b.square feet c.Gy nourishmt. d.Gy nqudshmt
15. ❑ Coastal Banks a.linear feet b.linear feet
16. ❑ Rocky Intertidal Shores a.square feet b.square feet
17. ❑ Salt Marshes i square feet b.square feet c.square feet d.square feet
18. ❑ Land Under Salt Ponds a,square feet b.square feet
c.cu.yd dredged d.cu.yd dredged
19. ❑ Land Containing
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
a.cu.yd dredged b.cu.yd dredged
21. ❑ Land Subject to Coastal
Storm Flowage a.square feet b.square feet
w afore .dao• rev.3/1/05 Page 3 cf 9
Massachusetts Department of Environmental Protection
Bureau of Resource Protection -Wetlands
DEP File Number:
WPA Form 5 — Order of Conditions 64-478
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40
C. General Conditions Under Massachusetts Wetlands Protection Act
(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 specified 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. 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, tires, ashes, refrigerators, motor vehicles, or parts of any of the foregoing.
7. 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.
8. 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 this 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.
9. 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, "MA DEP'J
"File Number 64-478 "
wpafomS.dcc• rev.3/1/05 Page 4 of 9
\ Massachusetts Department of Environmental Protection
t Bureau of Resource Protection - Wetlands DEP File Number:
WPA Form 5 - Order of Conditions 64-478
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40
C. General Conditions Under Massachusetts Wetlands Protection Act
10. 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 DEP.
11. Upon completion of the work described herein, the applicant shall submit a Request for Certificate of
Compliance (WPA Form 8A)to the Conservation Commission.
12. The work shall conform to the plans and special conditions referenced in this order.
13. 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.
14. 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.
15. 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.
16. 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.
17. 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.
18. All work associated with this Order is required to comply with the Massachusetts Stormwater Policy
Standards.
Special Conditions:
If you need more
space for
additional
conditions,
select box to
attach a text
document
wpaform5.doc• rev.3/1/05 Page 5 of
Massachusetts Department of Environmental Protection
Bureau of Resource Protection - Wetlands DEP File Number:
WPA Form 5 - Order of Conditions 64-478
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40
D. Findings Under Municipal Wetlands Bylaw or Ordinance
t. Is a municipal wetlands bylaw or ordinance applicable? ® Yes ❑ No
z. The Salem hereby finds (check one that applies):
Conservation Commission
3. ❑ that the proposed work cannot be conditioned to meet the standards set forth in a municipal
ordinance or bylaw specifically:
a.Municipal Ordinance or Bylaw b.Citation
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.
4. ❑ that the following additional conditions are necessary to comply with a municipal ordinance or
bylaw:
a.Municipal Ordinance or Bylaw b.Citation
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.
If you need more c. The special conditions relating to municipal ordinance or law are as follows:
space for p 9 P Y
additional The special conditions attached to this Order of Conditions relate to both the City of Salem's local
conditions, -
select box to ordinance and the Massachusetts Wetlands Protection Act.
attach a text
document
v,aform5Eoc- rev.3/1/05 Page 6 of
Massachusetts Department of Environmental Protection
Bureau of Resource Protection - Wetlands DEP File Number:
WPA Form 5 — Order of Conditions 64- '18
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40
E. Issuance
This Order is valid for three years, unless otherwise specified as a special 8 Zcup
condition pursuant to General Conditions#4, from the date of issuance. i.Datdof Issuance
Please indicate the number of members who will sign this form: y
This Order must be signed by a majority of the Conservation Commission. 2.Number f Signers
The Order must be mailed by certified mail (return receipt requested)or hand delivered to the applicant. A
copy also must be mailed or hand delivered at the same time to the appropriate Department of
Environmental Protection egional Office, if not filing electronically, and the property owner, if different
from applicant.
Signatures:
Notary Acknowledgement
Commonwealth of Massachusetts County of Essex
On this 26 of June 2008
Day Month Year
Before me, the undersigned Notary Public, K. Cornacchio, D. Pabich, D. Summer,A.
personally appeared Hamilton
proved to me through satisfactory evidence of identification, which was/were
personally known
Description of evidence of identification
to be the person whose name is signed on the preceding or attached document, and acknowledged to
me that he/she signed it voluntarily for its stated purpose.
As member of Salem Conservation Commission
Cityrrown
Nam
P�61ie
(Mp 00I01iMODF.i�bla
11,lOti Signature f oto c
ub
Carey . Duques
Printed Name of Notary Public -
13
Place notary seal and/or any stamp above August
My Commission
Expires(Date)
This Order is issued to the applicant as follows:
❑ by hand delivery on by certified mail, return receipt requested,on
Wu Q zco8
Date Dat
w➢aform5.dm• rev.3/1/05 - Page 7 of 9
Massachusetts Department of Environmental Protection
Bureau of Resource Protection - Wetlands DEP File Number:
WPA Form 5 - Order of Conditions 64-478
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40
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 right to request the appropriate DEP 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 close of the public hearing, requesting a Superseding Order or
Determination, or providing written information to the Department prior to issuance of a Superseding Order
or Determination.
The request shall state clearly 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.
Section G, Recording Information is available on the following page.
w form5.doc• rev.3/1/05 Page 8019
Massachusetts Department of Environmental Protection
Bureau of Resource Protection -Wetlands DEP File Number:
WPA Form 5 — Order of Conditions 64-478
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40
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 Page 7 of this form 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:
Various 64-478
Project Location DEP 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
wpaform doc- rev.3/1/05 Page 9 of
Attachment to Order of Conditions# 64-478
Page iof 5
SALEM CONSERVATION COMMISSION
DEP FILE #64-478
Culvert Cleaning at Various Locations Citywide
City of Salem,Massachusetts
ADDITIONAL FINDINGS
Based on the Estimated Habitats or 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 general maintenance and cleaning of stormwater culverts at various locations throughout
Salem. The permitted work includes three types of activities:
1) Carry Out: Maintenance workers will travel on foot to the drainage locations and remove accumulated
trash, logs,and vegetation from within the drainage culverts and in the immediate vicinity of the inlets
or outfalls. Trash will be carried out and disposed of at a landfill, vegetation will be redistributed in the
area surrounding each location upgradient of the resource area.
2) Vacuum excavation and cleaning: Maintenance workers position equipment on the adjacent roadway or
upgradient of the resource areas and will remove sand,silt, and accumulated debris from the culverts,
inlets, and outlets using a hydro jetting machine and vacuum excavation(Vactor). Debris removed in
this manner will be hauled to a storage location to be dewatered and disposed of in a manner similar to
catch basin cleanings.
3) Clearing and excavation within the resource area: In a few locations, maintenance workers will need to
drive excavation equipment off the road within the wetland area buffer zone and clear vegetation as
required to allow access to remove soil and debris accumulated around the piped inlets and outlets.
Prior to excavation, each location will be surrounded by erosion and sedimentation barriers to prevent
siltation within the resource area. Debris removed in this manner will be hauled to a storage location to
be dewatered and disposed of in a manner similar to catch basin cleanings.
The document entitled,Drainage Culvert mapping and Semi-Annual Inspections Addendum No. 2 Task Order No.
9 dated June 2008 identifies the locations that require maintenance. The categories of work activities to be
performed per project area are described below and refer back to the above referenced document.
No work to be performed: Project area#10
Material to be carried out: Project area#'s 3,6, 7, 8b, 8c, 9a, 12, 14, 15, 16, 18a, 18b,20,22
Material to be removed by vacuum excavation and cleaning: Project area#'s 1,2,4a,4b, l la, 13a, 19a,21
Culvert to be cleaned by clearing and excavation within the resource area: Project area#'s: 4c, 5, 8a, 9b, l lb, 13b,
17a, 17b, 19b, 23.
The Commission has permitted the above described maintenance activities with the following conditions: all work
shall be completed during dry periods. If work needs to be done in wet weather the Conservation Agent shall be
notified prior to any work performed in areas where vacuuming,excavation,and clearing will occur. Silt curtains or
silt fence shall be installed downstream when working in the wet/resource area. The Commission would also like
Salem Sound Coast Watch to be notified prior to work occurring in the wet in order to confirm that fish runs,
Attachment to Order of Conditions # 64-478
Page 2of 5
spawning seasons,etc will not be disturbed by the maintenance activities. Spill kits shall be on site at all times when
an excavator is being used within a resource area.
The Conservation Commission supports the maintenance of culverts throughout the City and would like to receive a
summary report containing a photo log briefly stating the status and activities completed at the culverts each year.
The report shall be submitted to the Conservation Agent by December 31 of each year. This Order of Condition is
for the maintenance of culverts only and does not permit the replacement of damaged culverts or work beyond
regular maintenance.
GENERAL CONDITIONS
1. This Order of Conditions must be recorded in its entirety(all 5 pages) 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, a sign shall be displayed showing DEP File#64-478, and 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,
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.
Attachment to Omer of Conditions N 64-478
Page 3',of 5
(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
Drainage Culvert mapping and Semi-Annual Inspections Addendum No. 1'
(Tule)
June 2008
(Dated)
Compiled by Bill Ross, PE
(Signed and Stamped by)
City of Salem Conservation Commission
(On file 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
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
been issued,the applicant or current landowner shall 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.
Attachment to Order of Conditions k 64-478
Page 4of 5
PRIOR TO CONSTRUCTION
18. Prior to the commencement of any activity on this site other than activities listed above,there
shall be a Pre-Construction Meeting between the project supervisor,the contractor responsible for the
work, and a member of the Conservation Commission or its Administrator 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 Commission
Agent at(978) 745-9595 ext 311 at least forty-eight(48)hours prior to any activity to arrange for the
pre-construction meeting.
19. Prior to the Ore-construction meeting and commencement of any activity on this site,sedimentation and
erosion control barriers shall be installed as shown on the approval plan(s)and detail drawings. The
Commission and/or its Administrator shall inspect and approve such installation at the pre-construction
meeting.
20. 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.
21. There shall be twenty(20)hay bales and wooden stakes under cover on the site to be used only for
emergency erosion control.
EROSION CONTROL
22. Appropriate erosion control devices shall be in place prior to the beginning of any phase of construction,
and shall be maintained during construction in the wetland areas and buffer zones. The erosion control
specifications provided in the Notice of Intent and the erosion control provision in the Order will be the
minimum standards for this project; the Commission may require additional measures.
23. All debris, fill and excavated material shall be stockpiled a location far enough away from the wetland
resource areas to prevent sediment from entering wetland resource areas.
24. Erosion and sedimentation control devices shall be inspected after each storm event and repaired or
replaced as necessary. Any accumulated silt adjacent to the barriers shall be removed.
25. The area of construction shall remain in a stable condition at the close of each construction day.
26. Any de-watering of trenches or other excavation required during construction shall be conducted so as
to prevent siltation of wetland resource areas. All discharge from de-watering activities shall be filtered
through hay bale sediment traps, silt filter bags or other means approved by the Commission or its
Administrator.
27. Within thirty(30) days of completion of construction on any given portion of the project,all disturbed
areas in the completed portion of the site shall be permanently stabilized with rapidly growing
vegetative cover, using sufficient top soil to assure long-term stabilization of disturbed areas.
28. If soils are to be disturbed for longer that two (2)months, a temporary cover of rye or other grass should
be established to prevent erosion and sedimentation. If the season is not appropriate for plant growth,
exposed surface shall be stabilized by other appropriate erosion control measures, firmly anchored, to
prevent soils from being washed by rain or flooding.
Attachment to Order of Conditions N 64-478
Page Sof 5
DURING CONSTRUCTION
29. 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.
30. No alteration or activity shall occur beyond the limit of work as defined by the siltation barriers shown on
the approved plan(s).
31. 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.
32. 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.
33. All exposed sub-soils shall be covered by a minimum of three(3)inches of quality screened loam topsoil
prior to seeding and final stabilization.
34. Immediately following drainage structure installation all inlets shall be protected by silt fence,haybale
barriers and/or silt bags to filter silt from stormwater before it enters the drainage system.
35. There shall be no pumping of water from wetland resource areas.
36. All equipment shall be inspected regularly for leaks. Any leaking hydraulic lines,cylinders or any other
components shall be fixed immediately.
37. During construction,all drainage structures shall be inspected regularly and cleaned as necessary.
38. 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 21A, section 16.
AFTER CONSTRUCTION
39. 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(ATA 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;
Attachment to Order of Conditions k 64-478
Page 6,of 5
(d) A line delineating the limit of work-"work"includes any filling,excavating and/or
disturbance of soils or vegetation approved under this Order;
40. When issued,the Certificate of Compliance must be recorded at the Essex County Registry of Deeds
and a copy of the recording submitted to the Salem Conservation Commission.
41. 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.
42. Erosion control devices shall remain in place and properly functioning until all exposed soils have been
stabilized with final vegetative cover and the Conservation Commission and/or its Administrator has
authorized their removal.
ADDITIONAL CONDITIONS
43. All work shall be completed during dry periods. If work needs to be done in wet weather the Conservation
Agent shall be notified prior to any work performed in areas where vacuuming,excavation,and clearing
will occur.
44. Silt curtains or silt fence shall be installed downstream when working in the wettresource area.
45. Salem Sound Coast Watch shall be notified prior to work occurring in the wet in order to confirm that fish
runs, spawning seasons,etc will not be disturbed by the maintenance activities.
46. Spill kits shall be on site at all times when an excavator is being used within a resource area.
47. The Conservation Commission shall receive a summary report including photographs,briefly stating the
status and activities completed at the culverts each year. The summary report shall be submitted to the
Conservation Agent by December 31 of each year.
e -
NEW ENGLAND CIVIL ENGINEERING CORP.
120 WASHINGTON STREET,SUITE 202E,P.O.BOX 3026,SALEM,MA 01970
.. . PH:978.741.7401-FAX:978.741.7402—W W W.ENGINEERINGCORPORATION.COM
e
Drainage Culvert Mapping and Semi-Annual Inspections
Addendum No. 1
TASK ORDER No. 9
On-Call Civil Engineering Support Services
• City of Salem RFQ H-47
I,
Fp�a� lF !
s
e
�ry
Culvert SR-00913 (North of Fillmore Rd.)
April, 2008
WATER RESOURCES -.BURIED INFRASTRUCTURE-PUBLIC WORKS - CONSTRUMON ADMINISTRATION - LAND DEVELOPMENT
•
•
NEW ENGLAND CIVIL ENGINEERING CORP.
120 WASHINGTON STREET,SUITE 202E,P.O.BOX 3026,SALEM,MA 01970
PH:978.741.7401-FAX:978.741.7402-WWW.ENGINEERINGCORPORATION.COM
d
April 9, 2008
Mr. David Knowlton
City Engineer
120 Washington Street
Salem, MA 01970
•
Re: Addendum No. 1
City of Salem RFQ H-47—On-Call Civil Engineering Support Services
Task Order No. 9,Drainage Culvert Mapping & Semi-Annual Inspections
Dear Mr. Knowlton:
Please find enclosed the Updated Drainage Culvert Mapping& Semi-Annual Inspections Report;
describing the major culvert locations within their Salem river basin, along with general observations
and recommended maintenance to improve the effectiveness of the existing drainage infrastructure.
The recommended maintenance for the specific culverts identified includes; vegetation/debris removal
surrounding the culvert area,vegetation/debris removal inside the culvert pipe, and also further
investigations to identify the culvert origin or destination.
While conducting the culvert survey other drainage maintenance issues were identified including debris
filled manholes, a hydraulic restriction, and a possible outfall for a road drainage system that could not
be identified because area was surrounded by vegetation and heavy debris.
If you have any questions or require additional information,please do not hesitate to contact me at any
time on my cell phone at 978-767-5415 or at my Salem office at 978-741-7401. We thankY ou for the
• opportunity to work with the City of Salem and look forward to building on our successful and
rewarding partnership moving forward.
Siincerel ,
William M. oss, P. .
Project Manager/Principal Engineer
New England Civil Engineering Corp.
attachments
WATER RESOURCES - BURIED INFRASTRUCTURE-PUBLIC WORKS - CONSTRUCTION ADMINISTRATION - LAND DEVELOPMENT
•
•
TABLE OF CONTENTS
Cover Letter
Background Page 1
Project Understanding Page 1
•
Summary Page 2
Findings, Observations, Recommendations Pages 2-7
Map 1: All Culvert Locations Appendix A
Table 1: All Culvert Descriptions
Photos: All Culvert and Drainage Channels Appendix B
Photos: Selected Culverts, Actions Recommended Appendix C
Map 2: All Recommended Maintenance Locations Appendix D
Map 3: Rosie's Pond Overflow MH Location
Map 4: SR-C16 Culvert and MH Location
Map 5: FR-007 Culvert and MH Location
Map 6: Possible Outfall Location
• Map 7: Hydraulic Restriction, FR-006, SR-009A, SR-00913 Culvert
Locations
v��00NDITq�Q'
O'
NEW ENGLAND CIVIL ENGINEERING CORP.
•
•
NEW ENGLAND CIVIL ENGINEERING CORP.
120 WASHINGTON STREET;SUITE 202E,P.O.BOX 3026,SALEM,MA 01970
PH:978.741.7401-FAX:978.741.7402—W W W.ENGINEERINGCORPORATION.COM
n
Drainage Culvert Mapping and Semi-Annual Inspections
Addendum No. 1
TASK ORDER No. 9
On-Call Civil Engineering Support Services
• City of Salem RFQ H-47
April, 2008
Background:
The July 11, 2007 public meeting of the Committee on Government Service at City Hall discussed City
Wide Flood Control issues. Item 7 and 12 on the Agenda discussed the inspection and maintenance of
drainage culverts throughout the City of Salem. Based on the discussions since the meeting, we
understand the maintenance of existing drainage culverts is a top priority for the City to reduce the
frequency and severity of flooding events. While the flooding events are caused by several factors, it
was agreed by all that the extent and frequency of the flooding is dependent on the capacity and
condition of the existing drainage culverts throughout the City and accumulated debris and/or lack of
maintenance in the culverts will aggravate flooding conditions upstream of each culvert.
The City of Salem does not currently have a formal plan to inspect, clean, and maintain drainage
culverts on a regular basis and in some cases may not be aware of the locations of all drainage culverts.
Project Understanding_
The City requests engineering assistance to identify and map the locations of all major drainage culverts
• throughout the City and complete regular inspections of the drainage culvert to identify and prioritize
maintenance and cleaning needs to allow the available capacity of the drainage system to be optimized.
WATER RESOURCES - BURIED INFRASTRUCTURE-PUBLIC WORKS - CONSTRUCTION ADMINISTRATION - LAND DEVELOPMENT
•
•
Summary:
APPENDIX A
• Map 1 identifies culvert locations within each of the Salem river basin limits. Most culverts are
labeled according to their respective river basin and numbered sequentially downstream to
upstream. The culverts located in the Forest River basin are labeled FR-C(01-17), North River
culverts are labeled NR-C(OI-04), South River culverts SR-C(01-16) and also include Rosie's
Pond Overflow (RPO) and Mill Pond Bypass (MPB). There is one major culvert in the
Strongwater Brook basin labeled SWB-COI while no culverts were labeled or identified in the
Salem Harbor basin.
• Table I includes additional information for each culvert identified such as location, dimensions,
• and other general information.
APPENDIX B provides pictures of all culverts and drainage structures inspected during this project and
existing conditions of the upstream and downstream drainage channels. Pictures are arranged by river
basin.
APPENDIX C identifies culverts where action is recommended, along with corresponding pictures and
descriptions of suggested cleaning maintenance required to improve the overall drainage in Salem.
APPENDIX D provides Maps 2-6 for overall and detailed locations of the suggested maintenance for
culverts and drainage infrastructure.
• Map 2 shows the areas where maintenance is recommended (highlighted blue boxes around the
culvert ID labels) along with a number corresponding to photos in APPENDIX C.
• Map 3 shows the suggested maintenance location near the Rosie's Pond Overflow culvert.
• Map 4 shows the detailed location for the culvert SR-C 16 and surrounding drainage
infrastructure.
• Map 5 shows the detailed location for the culvert FR-007 and surrounding drainage
infrastructure.
• Map 6 shows the detailed location of the possible outfall in the Strongwater Brook river basin.
• Map 7 shows the detailed locations of the culvert FR-006 and the hydraulic restrictions in
the Forest River basin along with the locations of culverts SR-009A and SR-00911 in the
• South River basin.
Findings:
Culverts:
There are 18 different locations where recommended cleaning and maintenance would improve the
effectiveness of existing drainage infrastructure in Salem. In several locations, multiple corrective
actions are recommended, including:
• Vegetation/debris removal in surrounding area of culvert (14).
• Vegetation/debris removal inside culvert pipe (5).
• The origin or destination of the pipe of the culvert is unknown and requires vegetation/debris
removal, pipe cleaning, and additional investigations (4).
NEW ENGLAND CIVIL ENGINEERING CORP.
Page 2 of 7
•
•
Other Drainage Infrastructure:
During the course of the culvert survey, we identified several other drainage maintenance issues
including:
• Three Manholes require cleaning to relieve drainage flow. Cleaning these manholes allow
additional investigations and improved understanding of the drainage system.
• Field investigations identified a possible outfall from a road surface drainage system that is
blocked by small boulders, heavy plastic debris, and vegetation.
• Field investigations also identified two hydraulic restrictions created by logs, railroad ties,
and tree branches down stream of the culvert FR-006.
•
Observations:
SR-009A: (North of Fillmore Rd.)
• See Appendix C, Photo 15 and Appendix D, Map 7
• There are small logs and railroad ties surrounding the inlet of the culvert.
SR-009B: (North of Fillmore Rd.)
• See Appendix C, Photo 16 and Appendix D, Map 7
• There is a log running along the inlet of one culvert inlet.
• There are other small logs in the surrounding the culvert inlet.
SR-C12: (Highland Ave. near Willson Rd)
• See Appendix C, Photo 1
• High standing water is covering the inlet of culvert.
• The area surrounding the inlet location is obstructed by mud/debris
RPO: (Runs across Canal St. & along Raymond Rd.)
• See Appendix C, Photo 2 and Appendix D, Map 3
• Drain or sewer manhole, in the surrounding area of Rosie's Pond Overflow culvert, has no cover
creating a public safety and vandalism concern.
• The manhole is filled with dirt and debris blocking drainage flow.
•
MPB: (Hospital Parking Lot to Story Rd. Park)
• See Appendix C, Photo 3
• The outlet of the Mill Pond Bypass has plant debris blocking the invert.
• There is a bar falling off the gate that is placed over the outlet.
NEW ENGLAND CIVIL ENGINEERING CORP.
Page 3 of 7
•
•
SR-C16: (Willson St. at Willson Rd.)
• See Appendix C, Photos 4a.c. and Appendix D, Map 4
• High standing water and mud/debris surrounding the inlet culvert.
• The culvert runs through a manhole, located in the road, and is filled with water and debris. The
pipes in the manhole are not visible
• The outlet location of the culvert is not known. The possible area for the outlet contains dense
vegetation. Pipe could possibly be hidden by mud and debris.
SR-C13: (Highland Ave. near Willson Rd.)
• See Appendix C, Photo 5 and Appendix D, Map 4
• • Heavy vegetation in the surrounding area of the culvert inlet.
SR-Cl l (Highland Ave.)
• See Appendix C Photo 6
• Wooden boards are lodged in middle of culvert pipe.
FR-C15: (Swampscott Rd.)
• See Appendix C, Photo 7
• Heavy vegetation and brush in the surrounding area of the outlet which covers the outlet of the
catch basin culvert.
FR-C14: (Swampscott Rd.)
• See Appendix C, Photos 8a.b.c.
• The middle pipe, of three pipes, is blocked by surrounding vegetation.
• One of the three pipes is blocked by a plastic cover, leaves, and other debris.
• Downstream of the outlet there is a shopping cart, plastic debris, and trash surrounding the area.
FR-C13: (Swampscott Rd.)
• See Appendix C, Photos 9a.b.
• There is plywood blocking the invert of two, of the three, inlet culvert pipes.
• • On the top of the dam, above the culvert, there is heavy vegetation
FR-C11: (Swampscott Rd.)
• See Appendix C, Photo 10
• Found a 36" reinforced concrete pipe outlet, but the origin of the pipe in not known.
FR-C10: (Swampscott Rd.)
• See Appendix C, Photos l la.b.
• The catch basin covering the culvert inlet pipe is blocked with mud and debris
• Evidence of the catch basin culvert outlet, but could not see pipe because of standing water, mud
and debris surrounding the area.
NEW ENGLAND CIVIL ENGINEERING CORP.
Page 4of7
•
FR-008: (Swampscott Rd.)
• See Appendix C, Photo 12
• Downstream of the culvert has large plastic debris and other trash surrounding the area.
FR-007: (Swampscott Rd.)
• See Appendix C, Photos 13a.b. and Appendix D, Map 5
• The inlet of the culvert is buried by mud and debris.
• Culvert connects to a manhole on side of road that is filled with dirt and water and cannot see
pipes.
• The destination of the culvert is not known. Could not see any sign of an outfall in the heavily
• vegetative wetland area near the manhole.
FR-006: (In woods under RR tracks)
• See Appendix C, Photos 17a.b. and Appendix D, Map 7
• There is crushed stone from the railroad bed built up around culvert outlet.
• Downstream of the culvert is a fence, running through stream, building up with vegetation.
Hydraulic Restrictions: (Downstream of Culvert FR-006)
• See Appendix C, Photos 18a.b. and Appendix D, Map 7
• Logs, railroad ties, and tree branches have piled up to dam the stream in two locations
(manmade).
Possible Outfall: (End of Buena Vista Ave.)
• See Appendix C, Photo 14 and Appendix D, Map 6
• This area is suspected to have an outfall. Signs of water flow were present, but area was blocked
with small boulders, heavy large plastic debris and vegetation.
•
NEW ENGLAND CIVIL ENGINEERING CORP.
Page 5 of 7
•
•
Recommendations:
SR-009A: (North of Fillmore Rd.)
• Remove the railroad ties and other logs that are surrounding the inlet pipe.
SR-009B: (North of Fillmore Rd.)
• Remove the log that is covering one of the culvert inlets.
• Remove other small logs and debris blocking culvert inlet.
SR-C12: (Highland Ave. near Willson Rd)
• Locate pipe submerged in water and clean debris inside pipe.
• The remove mud/debris surrounding the pipe so it will not block pipe.
RPO: (Runs across Canal St. & along Raymond Rd.)
• Clean manhole of dirt and debris and CCTV to determine where the pipes lead. (This may be
difficult since the manhole is located in a wet, heavily vegetated area.)
• Obtain new cover to stop debris and surface water from entering manhole
MPB: (Hospital Parking Lot to Story Rd. Park)
• Clean debris that collected at culvert outlet.
• Fix or remove gate at the culvert outfall
SR-C16: (Willson St. at Willson Rd.)
• Clean mud/debris surrounding pipe
• Clean debris trapped inside pipe
• Clean the drain manhole that is connected to the culvert
• Remove vegetation in surrounding area to determine location of outfall and clean pipe if
dirt/debris is blocking the pipe.
SR-C13: (Highland Ave. near Willson Rd.)
• Remove heavy vegetation in surrounding area to locate the inlet.
• SR-C11: (Highland Ave.)
• Remove boards from inside culvert pipe.
FR-C15: (Swampscott Rd.)
• Remove the heavy brush surrounding the outfall to the catch basin culvert.
NEW ENGLAND CIVIL ENGINEERING CORP.
Page 6 of 7
0
•
FR-C14: (Swampscott Rd.)
• Remove the brush surrounding the middle inlet pipe.
• Remove the plastic covering, dirt and debris blocking one of the outlet pipes.
• Remove shopping cart, heavy plastic debris, and other trash from the downstream area of
culvert.
FR-C13: (Swampscott Rd.)
• Remove the plywood blocking the invert of two, of the three, inlet culvert pipes.
• Remove the heavy vegetation at the top of dam, above the culvert.
•
FR-C11: (Swampscott Rd.)
• Search area to determine where the origin of the 36" reinforced concrete outlet pipe. Could be
there is another buried catch basin in the area.
FR-C10: (Swampscott Rd.)
• Clean the mud and other debris from the catch basin. Possibly raise the catch basin so it does not
clog.
• Remove mud, debris and vegetation from area where outlet should be and clean inside pipe if
blocked.
FR-CO8: (Swampscott Rd.)
• Remove the large plastic debris and other trash that is downstream the surrounding the area.
FR-007: (Swampscott Rd.)
• Remove surrounding mud and debris from the inlet of pipe and clean inside pipe.
• Clean drain manhole, that is connected to culvert, of dirt, debris and standing water.
• Determine outfall location of pipe either by clearing heavy vegetation in wetland area or CCTV
drain manhole to determine the outfall location.
FR-006: (In woods under RR tracks)
• • Remove crushed stone around the culvert outlet that eroded from the railroad bed into the
stream.
• Remove vegetation debris accumulating around fence downstream of culvert.
Hydraulic Restrictions: (Downstream of Culvert FR-006)
• Remove buildup of logs, railroad ties, and tree branches damming the stream at two
locations (manmade).
Possible Outfall: (End of Buena Vista Ave.)
• Clean area by removing vegetation, small boulders, and heavy plastic debris to determine where
the outfall is located.
'17� NEW ENGLAND CIVIL ENGINEERING CORP.
Page 7 of 7
0
•
•
X
0
z
W
CL
a
•
•
Appendix A
Map 1: All Culvert Locations
Table 1: All Culvert Descriptions
•
•
NEW ENGLAND CIVIL ENGINFIERING CORP.
•
•
X'NS
,�x����� hC�� ,'^i`� ����q�`r �af�'� �S�4d gk f�»•'+m
yl�f� i
x
_r," If,w d� 9. ✓ � .�4`� `�', �nbr3 3d3�`S.}(�jy147 '�b��7.,�� '
Nm
mvr. i NR{0 .,w ,`�1.1.Y '4 �� '`'v_A� F•. '^17�'.
.T1p 1 F >1.�d'E.�$"•dfKPF�p cevr `\ rye,' 4�'Y f �.^G NRL035 ;'^'
'oy"°«,m'".[[
tic
�.�', .� 8�j'�y���_-'�+'•-"Mha, idrA, ,3"�.`in't�a"e� ,�� r �5� sy 'l � sy� tf r��1: �.. ..
_+1 ` d,�.6� y .'� c 1 rF �!H a7�',a. X14 0a'. Cl ..�I e S Mwrd�.El r�..P:
1 6 �p Y� V P �Y 11
��Y. ry �(� !
?A h'A NRLVC {
yyStropg/�water°.. 'yy ' ✓ , -} ), �° ,p,,, " , , � .: Salem '�`>: �.
F:? ,*T ✓°P ` °"m"°°a d,1s'. !�a�dp -u` 6 S `
apt �^ §` 2North Racer
♦,S °� GroOk�6"°n�""��
rvVA �J - RL,s f."Nv `«1
.�$' 'v A'
.'�hXfP n R{fs'" y��y.T 1 �l ➢W.'a 3 tam i�ms_'.'to
t �h}fr ��� .R�',G'}��..`�,b � :� � � U':r...1� n � � } '���ijam.�..,a ,,' p�, g�f�-•°..
man
sRLos��
x..., t �.� � s.ro w� ra , c- A�14ro �`n »�`� 1 g a�+u"""nr'"�4� ❑� sx��"�pT �i��K ��,�� �{` "�
lB/y
r G~ ry
r t 'F
`ym. - 't r R{sse 4' 6v, RPo .qaw rY � i
RL South RIYe1 � , ar
a "�' A x err �� x'�k (! " ® �✓
�. .�. SRtAa
a
{ d,
, � rs * re �� --. .
`SRL,U 6 �
R{OB/Poe
FRLY6�- t -iR{f6 I FR{81
♦J,T{ a h ' vR{u 1� f� ��`� 0�. `Dl��~S �{e ��.i° 'fit . �'� �]F.:.
- f � y, xvaa nc� 9pp wa�.mw ,,t
• $-$#ry ' /3 t4 1 l} g Re�" mnJFS gybe}p ra °0e�q �j! ci ytS
19Y
M{14
R{,a 'x'; „,�""�• +.a+.�,�M,. ry:. ,k
M1b • a r1{'q�'S 'wx
"� �4 y �Ft .,'•• , W A nnyks
. $ ° .,• 4 ':
- Forrest Rifer
.yt� x P c s d .
RN
+ W t�SJY
YI
rr�2
oma a - City of Salem, Massachusetts
yN
ds �^ Culvert Locations
�rn�e¢xner®semeweram �xrwamma.a°o�aMa+e• ,mtli epuak l.6]o kn� .,!' .,'Y...
MdeMum No.f WEE ��rW"
Iivei Riv �f.Mt�k ¢2u4m wu]nhnu WWNN
PMfilp Dah'APnl B,IDNI
MAP 1
•
4/9/2008
City of Salem, Massachusetts
Culvert Locations, Dimensions, and General Information
Culvert ID Location Dimensions General Comments
South River Catchment
SR-CD1 Congress St.Bridge 10'x20'Bri Bridge over Salem Sound
SRC-02 Runs along Canal St 8'x1D'Box Nen 2-72"me Outten into Salem Sound Dimensions change throughout culvert
SR-0O3 Jefferson Ave. 3d8"pipes and 1-54"pipe
SR-CO4 Dove Ave. 2-5'x7'Arches
SR-CO5 Jefferson Ave. 4'x10'Bax
SR-006 Lawrence St 3'x8'Box
SR-007A Btwn Lawrence$t.and Broadway$L Arch Arch for RR Tracks
SR-0078 Btwn Lawrence Sl.and Broadway St 3-12"rcp and 1-24"rcp
SR-CO8 Jefferson Ave. 3-54"rcp
SR-CNA North of Fillmore Rd. 4'x6'Box RR Bridge
• SR-009B North of Fillmore Rd. 2-'x8'Boxes Next to RR Bridge
SR-C10 In Goff Course 30"rcp
SR-C11 Highland Ave 42"x36"Box
SR-C12 Highland Ave. 24"rcp
SR-C13 Highland Ave.near Willson Rd. 36"rcp
SR-C14 Willson Rtl.to Greenway Rd. 42"rcp Grate at inlet and outlet
SR-C15 Old Rd. 36"¢p In hospital parking lot area.
$R-C16 Willson St.at Wilson Rd. 36"rcp Cannot find Outten
MPS Hospital Perking Lot to Story Rd.Park 70"rcp Mill Pond Bypass: Grate on outlet,Upstream of Inlet there is another culvert
RPO Runs auoss Canal St.8 along Raymond Rd. 36"rcp Rosie's Pond ve " MHatimetwitrigrant
Forest River Catchment
FR-001 RR tracks near Lafayette SL 20'Bridge RR Bridge
FR-COP Lafayette SL 3-10x12'Boxes Manual Gates,Outtall(FR)
FR-0O3 Lincoln Rd. 10'x20'8ndge
FR-004 Leggs Hill Rd. 10'x6'Box
FR-005 Loring Ave. 10'x5'Box
FR-COB In woods Under RR track 3'x5'Bax RR Bridge
FR-007 Swampscott Rtl. 12"pipe Inlet covered with debns,MH connected to culvert,Unknown outlet location
FR-CO8 Swampscott Rtl. 12"pipe Catch Basin inlet
FR-009 Swampscott Rtl. 1.30"rcp and 148"rcp
FR-C1O Swampscott Rd unknown CB covering inlet,Unknown outlet location
FR-C11 Swampscott Rtl. 30"rop Unknown inlet location
FR-C12 Swampscott Rtl. 24"rcp
FR-C13 Swampscott Rd. 3-36"rcp Dam above inlet culvert
FR-C14 Swampscott Rd. 3-36"rcp Blocked pipes and debris surrounding culvert
FR-C15 Swampscott Rd. 12"rcp Catch Basin Intel
FR-C16 Swampscott Rtl. 42"rcp There is another outfall for mad drainage(12"rcp connected to CB)
FR-C17 Highland Ave. 36'rcp
North River Catchment
NR-001 :IF North St.Bridge 2.8'x1D'Boxes North River outlall foto Salem Sound
• NN RR tracks near Bride St 10x30'Box RR Bridge
NR-0O3 Flint St.near Intersection of Bnde St. 10'x30Box
NR-004 I Grove St 3-10'x10'Boxes
Strongwater Brook Catchment
SWB-001 Marlborough Rtl. 36"pipe Inlet is not accessible,There is another outlet(St drainage)near the culvert outfall
Possible Outlall Buena Vista Ave.(End) Unknown luannOt find pipe,but avitlence shows there should be an outfall in the location
Salem Harbor
N/A I NIA I NIA Ino major culverts in area
•
TABLE 1
•
•
•
m
X
0
z
W
a
a
a
•
•
Appendix B
Photos:
All Culvert and Drainage Channels
•
•
NEW ENGLAND CIVIL ENGINEI>RING CORP.
•
2
1.SRC01_BRIDGE.jpg 2.SRC01_DNSTRM.jpg 3.SRCO2_OUTLET.jpg 4.SRCO2_DNSTRM.jpg 5.SRCO2_INLET.jpg
tit
��+lvU._ '•,r < t. t �,. ;aw:. "sd,rMSKtI �' ds.` 1
6.SRC03_OUTLET.jpg 7.SRC03_DNSTRM.jpg 8.SRC03_INLET.jpg 9.SRC03.4_UP.DN.jpg 10.SRC04_OUTLET.jpg
ffp�F-�j3 P
• �i;� � "� l �. ��py�e� 2 � �rvl
s *�. � � . . .i r k � ti✓'n
1
� Y
11.SRC04_INLET.jpg -. 12.SRC05_OUTLET.jp9 13.SRC05_INLET.jpg 14.SRC06_OUTLET.jpg 15.SRC06_DNSTRM.jpg
16.SRC06_INLET.jpg 17.SRC06_UPSTRM.jpg 18.SRC07A ARCH_DN.jpg 19.SRC07A DNSTRM.jpg 20.SRC07AB_UP.DN.jpg
l
A*
21.SRC07B_OUTLET.jpg 22.SRC08_OUTLET.jpg 23.SRC08_DNSTRM.jpg 24.SRC08 INLET.jpg 25.SRC11_INLET.jpg
el
-
�i; l
26.SRC11_UPSTRM.jpg 27.SRC11_OUTLET.jpg 28.SRC11_OUTPIPE.jpg 29.SRC11_DNSTRM.jpg 30.SRC12_OUTLET.jpg
a
Lip
31.SRC12_DNSTRM.jpg 32.SRC12_INLET.jpg 33.SRC12_UPSTRM.jpg 34.RP0_INLET.jpg 35.RP0_UPSTRM.jpg
• South River PAGE 1 of 2
_. �` - �r 1 t • p, � -
t]
max . T. .L•.: i 'I. ."C&''d<'Lnv., ,.:> .d•� • ...pv� y � ._� '
� xe2gg, �♦ ''>ra l^
TZ �s`'� r'\ .•P" n c(*. ~ c '
;}z � r`". do-. err t:r A"41"�.lY c h;:Yu o).:.r'R'17 .X' » I 'p ,� •� •., 4 i
• • p
�:,k �= -.7 y,� s � ! • ��+��;�■w 4� gay '!� <: /1`p�,
4I v _ _ �Sex'1 IF YR}.'�, i._° , "Cl".> 'Y''•Jal. ♦
y •Y
P1 Y"" ��• r.a�r� i�3 - f � �� J ��r Myyvm ��
x ,�' r �� � 7r!\���✓S�v
Y
'` .S• yam,., \ :LW,!' y'�
•4 1'S F,
� 1
� � ,. - . !� .�- � nom ' �� ' �- •,
1.FRC17_IIINNLLEET.jpg 2.FRC17_INPIPE.jpg 3.FRC17e_�UPSTRM.jpg 4.FRC17_OUTLET.jpg 5.FRC17_DNSTRM.jpg
e4
, .'.
w
6.FRC16_OUTLET.JPG 7.FRC16 DNSTRM.JPG 8.FRC15 OUTLET.JPG 9.FRC15_DNSTRM.JPG 10.FRC14 INLET.JPG
11.FRC14_UPSTRM.JPG 12.FRC14 OUTLET.JPG 13.FRC14_DNSTRM.JPG 14.FRC13_INLET.JPG 15.FRC13_UPSTRM.JPG
v. a•
dT(K' r
16.FRC13_OUTLET.JPG- 17.FRC13_DNSTRM.JPG 18.FRC12_INLET.JPG 19.FRC12 UPSTRM.JPG 20.FRC12 OUTLET.JPG
EIEM
21.FRC12_DWNSTRM.JPG 22.FRC11_OUTLET.JPG 23.FRC11_DWNSTRM.JPG 24.FRC10_UPSTRM.JPG 25.FRC10 DWNSTRM.JPG
;.v b
4 "
r � 1
Ti#•.
'26.FRC09_INLET.JPG 27.FRC09_UPSTRM.JPG 28.FRC09_OUTLET.JPG 29.FRC09_DWNSTRM.JPG 30.FRC08_UPSTRM.JPG
31.FRC08_OUTLET.JPG 32.FRC08_DNSTRM.JPG 33.FRC07_INLETB.JPG 34.FRC07_DMH.JPG 35.FRC07 CB.JPG
Forest River PAGE 1 of 2
s
36.FRC06_UPSTRM.jpg 37.FRC06_INLET.jpg 38.FRC06_PIPE.jpg 39.FRC06_OUTLET.jpg 40.FRC06_DNSTRM.jpg'
z,
41 HYD R
ES S.' 42.HYDRE TN '
T[ 11P9 S [ ]1.�pg , 43.HYD RESTN.'
[ I1P9
•
•
• Forest River PAGE 2 of 2
• e
=� x
a
1.POS_OUTFALLC.jpg 2.SWBC01_OUTLET.jpg 3.SWBC01_DNSTRM.jpg 4.OUTLET_NEAR_SWBC01
jp9
0 Strongwater Brook PAGE 1 of 1
•
•
U
X
W •
CL
CL
•
Apuendix C
Photos:
Selected Culverts, Actions Recommended
•
NEW ENGLAND M711,ENGINEERING CORP.
•
•
Salem, NU
Culvert Survey Results and Suggestions 12/07 to 4/08
1. SR-C12: Culvert has high standing water and cannot find inlet pipe. Suggest
cleaning pie and surround area to relieve flow.
• � p�, t' � °�` .,"�" ! `may'? + Kill",
s�
4
Of
3II12008
LWA
I RPO: Drain manhole in surrounding area is filled with dirtidebris and has no cover.
Suggest cleaning manhole and obtain new cover
n
1
k
. 1
3R
a �
< 1 007
12-(,1?-( ZOO
...
4ef �k
0
3. MPB: Outfall is filled with debris and bar is falling off gate. Suggest cleaning
debris from gate. Either fix bar on gate or remove gate completely.
F•
47
6. ;1
� d
11 i i )S
a^
-3/114008
20
t/ og
4. SR-C16:
a. Inlet has high standing water because dirt/debris in pipe. Suggest cleaning
i to relieve
W.
509
2`Z 7/2 604?
b. Drain manhole in road is filled with water and debris and can not tell direction
of outlet pipe. Suggest cleaning drain manhole. (No Picture)
0
+� a- RAI,
{ � .
m �((p �. VIZ'
�Id' �J
�..)`F��t���v��,�IGa�=�\����•', 1 �j�-�?.B'� +dot Y'y�ty IYn v3 'i��Y�T��,f �.
S' v� � -+i,� k 1"WYyl u' -\' h+�.+.✓ 1 y9ry p �� 1 .� .Ydy� u�:/may. ;yp
AG �
,ty
( ' , '�' ar`it���` p,°�k; ` 9�`''s,.✓{�/IW/ �a `$t��
f �, .q ,r. '$s -,r n a
yy
IAit\ '.'F
�j
.��I .`
a a��+ r 1 t
7 � � �� � rtCCe.lb IN
e �t�i'++y.
�. c lso
Vol'
• so Y +''�v e4'x�w�AG, �� aI . v { V' '{'� ,�yi J�f�ti r
•
6. SR-C11: Wooden boards are lodged in the middle of the culvert pipe. Suggest
removal of the boards.
bYr� r
t �
ti
3/11/200$
7. FR-C15: Vegetation surrounding outlet pipe. Suggest removing vegetation and
brush from outlet. _
tea.
WIN
.-I e
i
3 �v`
•
S. FR-C14
a. Middle inlet pipe is blocked by vegetation Suggest clearing vegetation to
allow more flow.
n
4.
(FJM�gtl°� A
it
or
N
1'
}} � � Y, F �� 'YC CYT`• � 1
i f
t•
b. One of three outlet pipes is blocked by a plastic cover and dirt allowing no
flow through$i e.
Suglastiand debris.
i �m
� a gat 0 tet—aF
e
M
F el
►art a• -7tgP
?' - gggm
'yY '
v. 1 1 fl
r c ,
�'-,fir ,� • �� 8;. _ � '•b
.r
,�� s z he t^
r lex ,. ��' •:
s e .
v
• .•. . •.
���J 1�J�4 FF.. ��+y x ��'�,jT N.§a.�'-"� �.r 1 •S� iFlf \ '.
a
ppH
Y /�•ao- .
T' , `
:w n�.
F 1
1
:^ el
j � 4
'-r (s � 5r �z`tr a Fydrii'ew r. r fW. n �• ckr
t�
4
r5x s ,A :: r ary ,.- <M � s A�fiJ�l1 .,.�5 �, r •
1
;�"��� y �`� �""�4 "•�k'��6,,��n+{^" > t tyl.•. v' -rye �'�'{X�"��.
(91 small
VIR
Api
vt
� a�k�.�+t,�,,�w�1.'�f'2Tr'Y.y,�'�i��`�i+R,y'�.�i�.�•]� N�
A' r-.. Yi.»t` -,. 1".Ft�r�:'ir ,wt �'R�L Y''w�P"}�ct�'r""� '4-til'`,��` •,
IP
EL 1r3�1 .� )j, 4 t•. Yom.'-T�. Y �. �I.
i
�1 �° ��'�
Y
0
I
t i 11
r �J x, T 44"✓✓
44e l.r.;�a I
i�1 Ct
�_ 1iM a�y�l� trM� I _ •
I
�� Y_._ x• � �sib •
Fr F
x r
_ X111
t 45vy
ar r
i
-za fp 9 1°i'
V
13 M DRI. . 0 V.111 m FROM
r1" III 6111111ill WD11 Imm
34
H
•� .V. ! , M1 ICU h '..
t,
rr, >. , S Z rv` 49 is•��,�', ' dam!'-i .
•13� r i
IK
t08/03/11
• 11 1 I ,. I P 1' ,. 1 I. f I '
,'µ.
r �{
1
R
PAP
AR
}
a'
i y ,
r I1
I �111 I II 1 1 .. 1 1 1 1 11 / 1i I II
• I I I I ' 1 1.1 1 I I 11 11 I I L --
�•}� �4 'Y
� � t
tt` t �'*• � X04/r0�e(2�OOa I I 1�3
� �� PSK° ••�� /\ •'.. � 1 � � � r+�
1 1 I I 1 ' 1 II 1 I ' Il I I 1i
• lf ' Il 11 1I Ily 1 --
p/ x b•,.�uJu x Isr ,gym% 4 tg M�tiy .eft YY �� M{�derx�r'�� 9 }"^ ,� .
..u, K/r. i+ � .µ !+$1♦� a r� n � 1 r (lls // w.
AWP
../.c Ivy s *4 tu.r_apF � FY4��1•+ 'I tt f'Y •. i�k!•��„I'#�� 1 t is
d a o X �} r 1 ' ' rY,
.� 1 .���•: 1S �°� �� �'sF �+� y� w /!�", Y'1 ' 1°''
q�,
{
• s k°�1 a SNCF° a t IJ.rJ 1
AA
aGh i M � rXrS'� iJ't�(IJ� la-
�se
311T
-�'� �'�k..;�a�
f
vl
.54
r "`-S..y''zF46 � 4 c •„ �c r�ryf yy:'.FY� Y '� � ,.,,.;�.
5 r�
��� �..T•��� 4 .FLS '!�''�A' � $, ,�w
S { a w
WT I 1 • 1
8800 'tea '
7-1
fff
4 .ti w kT
y '
4 I
}
•
•
0
x
0
z
LU
CLCL
a
•
•
•
Appendix D
Map 2: All Recommended Maintenance Locations
Map 3: Rosie's Pond Overflow MH Location
Map 4: SR-C16 Culvert and MH Location
Map 5: FR-007 Culvert and MH Location
0 Map 6: Possible Outfall Location
Map 7: Hydraulic Restriction, FR-CO6, SR-009A, and SR-009B Culvert
Locations
0
NEW ENGLAND CIVIL ENGINEERING CORP.
0
•
'm %"" z h .,t t1 y 'qy:, q,. �,'O,ry,, r _".p�'`•e'" �::".n ab, t ffi%'9�' " S°�w�"*0. �.
3k '� r y �r9� y0� � # NRL01 } 7� �j� � [•�
a Y` TF $, .y . '�n'�`k�y+ a �, xRtoa y 1 . '� « �s .a I [ �• - a� i} "1 � "•
Sy < '�h 4-j""°m'^o. i'� a a4 di € l rjY '�s✓° .w�,a*.'"""i '� "Gt"1�'��
5tIt
. Brook P, �� � ° g 1 arbor
l 11
4F
cs ,/,+`n r` i $, E�• f.�`°ti �n `�" ''hD, '�, l £, '*' `""`. pp..;r ; !r ''
• " -. ✓" Ibmo
*ow14 bn ' nsato Y`y`�
al
BRL1E
I
W� . 8 yd,� �5 c 1
/�'
4'4
Sly �s .y.. -
C.ik.sJ'{r JL. �$f_ oryp1 � g �"v, sR„ �.
{mA
1✓Q' µ tl S].C9a b'b..a'1
.�9
/ a '1 4*'. ,/� s! SRL18 8 j� { 1✓� t Ey 1 O 9 Y�f,1,f/. \f..
/jj/t)
t
� g
9Rce �'Rr s�R�OB
14.
116)
J/
gn ! sR c9e 4 a
110S`”
�+ ♦ l l u 1 ,� . ♦ ? raj
o
an'�. a t {�{,a99� �. '^.. �Y sRtto _ •. {)' a'r � t. ra.�a.x � ' '[q �y \I�- ��,
IKfi& f f f D {tE � f f .'�\� 4(t ps` NT' Y•Sip—off ., �F c.�b r J ' ,."`
atiw.rrfihI ry*� FRLtE. 1} r Y .. RmlNem i j�tDi,Y �yf'u '6� yrs R{M
'a° F
mtt9 .d. t r m{ros 4
,
y} D '2 D bFT. I�r I k^ D �
Fl tb6: p
guar e��f
r •,c y F Y "'�.' `j. [ 'T \, a _ M1y0.�',jC ti' t " 4' ✓fix
-% .Jd,j r " •� w 111" �
rr P
' Forest Aa
Rivers ,.
,W; D is �. ,� " y��.
.�� " � ` '°a*�.t��;• a Abe w,p. �.+-. � +�,. a
a ` r
LeBena - , - City of Salem, Massachusetts
YAbaSbetls ®6br:Na:6v wmwmmncu,uiN F ^
Maintenance Locations
D� tam wra. C°1d ''°J° xme:eiw iDbxmtlwaa a,amieaaam aa9amreem area. w{�e ���
®Feetace, sw.x..mra<o D,a.ee,a,�wo�,a,.m. aDY' 'e w:...
NaD:m..r �pAe:d n 'a �b:mw Dae .alarm, VO a 0:m N09, 9
PriMug Dale:Apri19,2008
•
MAP 2
•
is
• _ ,� k � ,r r LL
. f SRC 1e .• .4 - .•
h i f
Ix
lr
r
" i � fi Own Drehnw
f J 10
♦ w W' in.L 'IMM '�'✓ 4 � F
l�! ��,1 t � Mi"IIOkffi
Cp if,
ION
! �' / 1•�Ir�aq, of RPp
.. �:F .� �•X f f �r fF fi � � � � � .. sy� � .l
Legend _ Dove
City of Salem,Massachusetts • *ya
g"I"1°'""O -^ -
ovnaiv Culvert Survey-Drain Manhole Near RPO
p ann cme a m
—swm ® c.o-na� hb�uVaMiPBW®uNeN6 - ..r nsmmosn:vm.ia�m
mgmm.oraemp,b,ru,
nen PM1® ® "vn MMu4 ngMlwm�4WknrtYtlmkiem 1iT.f eWYa BShR 5 .....
• MAP 3
•
s 'ilii".441
y m 4 t ,t
• + !V wmrmn emmr * _ +F Ei," J'`
ttt...ff/ a me Hren ', r +.'10 L
*,�� yi:.p ] .t. 4tn r .
'7Kt 3''`1re° a vv�•ar /�
4: '�+a' ,r4 y",X�.' , 4�`t' �' v u ,a l 7r �,'3 " ,lT°•+Y'v;.„2 ,
'
ON�
Wetland Area
��r?^ }.. }' �,„ -t - � . - t rte.^" � },. f.-' i►•,,q
wcdnnectA.
ed m culvert
• " arnanm amer�xnion . y .
IOU"I
8ERR
YINOODWIE
`arrpk' v+'.A
AA
Legend City of Salem,Massachusetts R
°i'n aenhome -� Culvert Survey-SR-C76 Culvert ;s
°eCfp �n m and MH Location
++.�isorm enw wn:mm,name s
MAP 4
•
a '
' 4ol connctaem owwn
cBI..®wan
um.��"aa I - Wetland Area
PonGN kW 1 b WetleMAna
11 1./JQ
0A,
� a � �.��� yk Re., f. ' 'P 1S: , - • .f as
4f' TIN �r
NA
At
Lege1° City of Salem,Massachusetts N °�
Culvert Survey-FR-007 Culvert we
Www ® and MH Location
® Win MVlmb m�alwmeDiCen mlRY rtleam tlma¢p�nb19 fB01 fy4S 4Er YSN,&2ID 5 www
MAP 5
y me t f}}}}
r I y
J y„
g !�
P0B A L
Wetiand'Area
p�
r .
d )/�
• ` In
I! a sP
f
Lgan° Pn City of Salem,Massachusetts
® r P e Manholes �,ap�Parr S
o�rr,a ,� m Culvert Survey-Possible Outfall Loption
t
—5onm ® GtrJteNn nmsnamarmam®s Mvtl• - v WE '
q mm�Y^m(pb VyY ircAapaSlmM nirb9 M1M1'Wtlr19.bCB y
�Pa'vn Fyaa ® Pain Mvh4 m mm�aWnrpyOnmen'w � "+9i1t1 w
• MAP 6
•
O °STOa¢StP �Y yr Cyt
iyx 1 '� 'A istp. 4
o e • • �t.YY'.5 -. � DSTR`EI � � ♦ � 14 ,.(p �V
vi
4 . n icy .
l r
A a 2ejs ,Gt
. �
-4
14
*w
51,
R a. SR41a•
t y ; ♦ .Y• � Ifbl sncaeA
h'4nwR1o..'N�gyOyAo RU.�" LY(��y Vrt.
.. 1�e .. Fr - / Sm I �+ .'\/ T6. t � 4l �try.r-•yVY �Y
RD 00
r- l A� J i I � U� •�>p'er! M�,r�q�5fATION ROADb T
L ���,}�� �a•
Fe*..};i £.w a ��"`.,is i i�s 1�ly �• r F x;dF� � �r y rr�ri4 ��."'s 'tiJ `� cn 1 [�y}'Q'
r
M � ♦�`x14�i' }41 a„t1'.�<3. A Fyei �� V I 6 `_Q,
'L ,74 �' 'S �•yr. TR'� 9 y
f
1p0. Y y i ' i�fe J \` .•E �a { � � .� 41�4 � '�i�• y ry��'{� �,�Ptl/y R� �' � r
5 •Jb�fyy
FRt G 41-,�, (aP
a .. T { q F"� a '� i"^� M �• PICKMAN ROAD
K4 t i Rotrltliarc
R r r"1�,. �,t �, rr' r _•. —_ MCNMLEY OAD- p£a 1A,yµ
AV
+�1 �
.jl 1�"' cfi3 � s Y• I F �
~�
pNERVIEW
®; #1"e Gysr" re"
1 �
04 V t
�. ORO
�G1tl w City of Salem,Massachusetts N
Hydraulic Restriction,FR-CO6 SR-COU,
—a«m
® SR-0096 Culvert Locations w kkwl ✓—'••
® 0.v"VataY v®W'reMwry bi4x timTM�@Ufrq na :ANo.r
PMNry vote:Awl s.zoos
• MAP 7
•
NEW ENGLAND CIVIL ENGINEERING CORP.
120 WASHINGTON STREET,SUITE 202E,P.O.BOR 3026,SALEM,MA 01970
PH:978.741.7401-FAX:978.741.7402-WWW.ENGINEERINGCORPORATION.COM
.f+ J
6
Drainage Culvert Mapping and Semi-Annual Inspections
Addendum No. 2
TASK ORDER No. 9
On-Call Civil Engineering Support Services
• City of Salem RFQ H-47
I
x ,
i
Culvert SR-00913 (North of Fillmore Rd.)
June® 2008
WATER RESOURCES - BURIED INFRASTRUCTURE-PUBLIC WORKS - CONSTRUCTION ADMINISTRATION - LAND DEVELOPMENT
•
•
NEW ENGLAND CIVIL ENGINEERING CORP.
120 WASHINGTON STREET,SUITE 202E,P.O.BOX 3026,SALEM,MA 01970
PH:978.741.7401-FAX:978.741.7402—WWW.ENGINEERINGCORPORATION.COM
e ,
June 23, 2008
Mr. David Knowlton
City Engineer
120 Washington Street
Salem, MA 01970
•
Re: Addendum No. 2
City of Salem RFQ H-47—On-Call Civil Engineering Support Services
Task Order No. 9,Drainage Culvert Mapping& Semi-Annual Inspections
Dear Mr. Knowlton:
Please find enclosed the Updated Drainage Culvert Mapping& Semi-Annual Inspections Report;
describing the major culvert locations within their Salem river basin, along with general observations
and recommended maintenance to improve the effectiveness of the existing drainage infrastructure.
The recommended maintenance for the specific culverts identified includes; vegetation/debris removal
surrounding the culvert area, vegetation/debris removal inside the culvert pipe, and also further
investigations to identify the culvert origin or destination.
While conducting the culvert survey other drainage maintenance issues were identified including debris
filled manholes,hydraulic restrictions, and a possible outfall for a road drainage system that could not
be identified because area was surrounded by vegetation and heavy debris.
If you have any questions or require additional information,please do not hesitate to contact me at any
time on my cell phone at 978-767-5415 or at my Salem office at 978-741-7401. We thank you for the
• opportunity to work with the City of Salem and look forward to building on our successful and
rewarding partnership moving forward.
Sincerely,
William M. Ross, P.E.
Project Manager/Principal Engineer
New England Civil Engineering Corp.
attachments
WATER RESOURCES - BURIED INFRASTRUCTURE-PUBLIC WORKS - CONSTRUCTION ADMINISTRATION - LAND DEVELOPMENT
•
li
•
TABLE OF CONTENTS
Cover Letter
Background Page 1
Project Understanding Page 1
•
Summary Page 2
Findings, Observations, Recommendations Pages 3-9
Map 1: All Culvert Locations Appendix A
Table 1: All Culvert Descriptions
Photos: All Culvert and Drainage Channels Appendix B
Photos: Selected Culverts, Actions Recommended Appendix C
Map 2: All Recommended Maintenance Locations Appendix D
Map 3: Rosie's Pond Overflow MH Location
Map 4: SR-C16 Culvert and MH Location
Map 5: FR-007 Culvert and MH Location
Map 6: Possible Outfall Location
• Map 7: Hydraulic Restriction #1, FR-006, SR-009A, SR-009B Culvert
Locations
Map 8: Hydraulic Restrictions #2-3, Catch Basin Outfall, KW-CO1, DR-
CO1 Culvert Locations
`"zvmww�
NEW ENGLAND CIVIL ENGINEERING CORP.
•
I •
NEW ENGLAND CIVIL ENGINEERING CORP.
120 WASHINGTON STREET,SUITE 202E,P.O.BOX 3026,SALEM,MA 01970
PH:978.741.7401 -FAX:978.741.7402—WW W.ENGINEERINGCORPORATION.COM
{
e
Drainage Culvert Mapping and Semi-Annual Inspections
Addendum No. 2
TASK ORDER No. 9
On-Call Civil Engineering Support Services
City of Salem RFQ H-47
June, 2008
Background:
The July 11, 2007 public meeting of the Committee on Government Service at City Hall discussed City
Wide Flood Control issues. Item 7 and 12 on the Agenda discussed the inspection and maintenance of
drainage culverts throughout the City of Salem. Based on the discussions since the meeting, we
understand the maintenance of existing drainage culverts is a top priority for the City to reduce the
frequency and severity of flooding events. While the flooding events are caused by several factors, it
- . was agreed by all that the extent and frequency of the flooding is dependent on the capacity and
condition of the existing drainage culverts throughout the City and accumulated debris and/or lack of
maintenance in the culverts will aggravate flooding conditions upstream of each culvert.
The City of Salem does not currently have a formal plan to inspect, clean, and maintain drainage
culverts on a regular basis and in some cases may not be aware of the locations of all drainage culverts.
Proiect Understanding_
The City requests engineering assistance to identify and map the locations of all major drainage culverts
throughout the City and complete regular inspections of the drainage culvert to identify and prioritize
maintenance and cleaning needs to allow the available capacity of the drainage system to be optimized.
`NATER RESOURCES - BURIED INFRASTRUCTURE- PUBLIC WORKS - CONSTRUCTION ADM1NiSTRATION - LAND DEVELOPMENT
•
Summary:
APPENDIX A
• Map 1 identifies culvert locations within each of the Salem river basin limits. Most culverts are
labeled according to their respective river basin and numbered sequentially downstream to
upstream. The culverts located in the Forest River basin are labeled FR-C(01-17),North River
culverts are labeled NR-C(01-04), South River culverts SR-C(01-16) and also include Rosie's
Pond Overflow(RPO) and Mill Pond Bypass (MPB). There is one major culvert in the
Strongwater Brook basin labeled SWB-CO I while no culverts were labeled or identified in the
Salem Harbor basin. The Kernwood Drainage Catchment contains culvert KW-001 while
the Danvers River Catchment contains the culvert DR-COL
• Table 1 includes additional information for each culvert identified such as location, dimensions,
• and other general information.
APPENDIX B provides pictures of all culverts and drainage structures inspected during this project and
existing conditions of the upstream and downstream drainage channels. Pictures are arranged by river
basin.
APPENDIX C identifies culverts where action is recommended, along with corresponding pictures and
descriptions of suggested cleaning maintenance required to improve the overall drainage in Salem.
APPENDIX D provides Maps 2-8 for overall and detailed locations of the suggested maintenance for
culverts and drainage infrastructure.
• Map 2 shows the areas where maintenance is recommended(highlighted blue boxes around the
culvert ID labels)along with a number corresponding to photos in APPENDIX C.
• Map 3 shows the suggested maintenance location near the Rosie's Pond Overflow culvert.
• Map 4 shows the detailed location for the culvert SR-C16 and surrounding drainage
infrastructure.
• Map 5 shows the detailed location for the culvert FR-007 and surrounding drainage
infrastructure.
• Map 6 shows the detailed location of the possible outfall in the Strongwater Brook river basin.
• Map 7 shows the detailed locations of the culvert FR-006 and the hydraulic restrictions in
the Forest River basin along with the locations of culverts SR-009A and SR-009B in the
• South River basin.
• Map 8 shows the detailed locations of culvert KW-001 in the Kernwood Drainage
Catchment and DR-001 in the Danvers River Catchment, two hydraulic restrictions, and a
blocked catch basin outlet on the north side of Kernwood St.
NEW ENGLAND CIVIL ENGINEERING CORP.
Page 2 of 9
•
•
Findings:
Culverts:
There are 23 different locations where recommended cleaning and maintenance would improve the
effectiveness of existing drainage infrastructure in Salem. In several locations, multiple corrective
actions are recommended, including:
• Vegetation/debris removal in surrounding area of culvert (16).
• Vegetation/debris removal inside culvert pipe(5).
• The origin or destination of the pipe of the culvert is unknown and requires vegetation/debris
removal, pipe cleaning, and additional investigations (4).
• Other Drainage Infrastructure:.
During the course of the culvert survey, we identified several other drainage maintenance issues
including:
• Three Manholes require cleaning to relieve drainage flow. Cleaning these manholes allow
additional investigations and improved understanding of the drainage system.
• Field investigations identified a possible outfall from a road surface drainage system that is
blocked by small boulders, heavy plastic debris, and vegetation.
• Field investigations also identified hydraulic restrictions in three separate locations:
o Location 1: created by logs, railroad Nes, and tree branches down stream of the
culvert FR-006.
o Location 2: created by logs and tree branches in the Kernwood Drainage
Catchment downstream of culvert KW-CO1.
o Location 3: created by plastic debris in stream channel in the Danvers River
Catchment upstream of culvert DR-COL
• Field investigations identified a catch basin outlet on the north side of Kernwood St.
blocked with mud and other debris.
Observations:
SR-009A: (North of Fillmore Rd.)
• See Appendix C, Photo 15 and Appendix D,Map 7
• There are small logs and railroad ties surrounding the inlet of the culvert.
•
SR-009B: (North of Fillmore Rd.)
• See Appendix C,Photo 16 and Appendix D, Map 7
• There is a log running along the inlet of one culvert inlet.
• There are other small logs in the surrounding the culvert inlet.
SR-C12: (Highland Ave. near Willson Rd)
• See Appendix C, Photo 1
• High standing water is covering the inlet of culvert.
• The area surrounding the inlet location is obstructed by mud/debris
NEW ENGLAND CIVIL ENGINEERING CORP.
f
Paye 3 of 9
•
RPO: (Runs across Canal St. & along Raymond Rd.)
• See Appendix C, Photo 2 and Appendix D, Map 3
• Drain or sewer manhole, in the surrounding area of Rosie's Pond Overflow culvert, has no cover
creating a public safety and vandalism concern.
• The manhole is filled with dirt and debris blocking drainage flow.
MPB: (Hospital Parking Lot to Story Rd. Park)
• See Appendix C, Photo 3
• The outlet of the Mill Pond Bypass has plant debris blocking the invert.
• There is a bar falling off the gate that is placed over the outlet.
•
SR-C16: (Willson St. at Willson Rd.)
• See Appendix C, Photos 4a.c. and Appendix D, Map 4
• High standing water and mud/debris surrounding the inlet culvert.
• The culvert runs through a manhole, located in the road, and is filled with water and debris. The
pipes in the manhole are not visible
• The outlet location of the culvert is not known. The possible area for the outlet contains dense
vegetation. Pipe could possibly be hidden by mud and debris.
SR-C13: (Highland Ave. near Willson Rd.)
• See Appendix C, Photo 5 and Appendix D, Map 4
• Heavy vegetation in the surrounding area of the culvert inlet.
SR-C11 (Highland Ave.)
• See Appendix C Photo 6
• Wooden boards are lodged in middle of culvert pipe.
FR-C15: (Swampscott Rd.)
• See Appendix C. Photo 7
• Heavy vegetation and brush in the surrounding area of the outlet which covers the outlet of the
• catch basin culvert.
FR-C14: (Swampscott Rd.)
• See Appendix C, Photos 8a.b.c.
• The middle pipe, of three pipes, is blocked by surrounding vegetation.
• One of the three pipes is blocked by a plastic cover, leaves, and other debris.
• Downstream of the outlet there is a shopping cart, plastic debris, and trash surrounding the area.
NEW ENGI AND CIVILENGINEE'RING CORP.
Paye 4 of 9
•
•
FR-C13: (Swampscott Rd.)
• See Appendix C, Photos 9a.b.
• There is plywood blocking the invert of two, of the three, inlet culvert pipes.
• On the top of the dam, above the culvert, there is heavy vegetation
FR-Cll: (Swampscott Rd.)
• See Appendix C, Photo 10
• Found a 36" reinforced concrete pipe outlet, but the origin of the pipe in not known.
FR-C10: (Swampscott Rd.)
• See Appendix C, Photos l la.b.
• • The catch basin covering the culvert inlet pipe is blocked with mud and debris
• Evidence of the catch basin culvert outlet, but could not see pipe because of standing water, mud
and debris surrounding the area.
FR-008: (Swampscott Rd.)
• See Appendix C, Photo 12
• Downstream of the culvert has large plastic debris and other trash surrounding the area.
FR-007: (Swampscott Rd.)
• See Appendix C, Photos 13a.b. and Appendix D, Map 5
• The inlet of the culvert is buried by mud and debris.
• Culvert connects to a manhole on side of road that is filled with dirt and water and cannot see
pipes.
• The destination of the culvert is not known. Could not see any sign of an outfall in the heavily
vegetative wetland area near the manhole.
FR-006: (In woods under RR tracks)
• See Appendix C,Photos 17a.b. and Appendix D,Map 7
• There is crushed stone from the railroad bed built up around culvert outlet.
• Downstream of the culvert is a fence,running through stream, building up with vegetation.
• Hydraulic Restriction#l: (Downstream of Culvert FR-006)
• See Appendix C, Photos 18a.b. and Appendix D,Map 7
• Logs, railroad ties, and tree branches have piled up to dam the stream in two locations
(manmade).
Possible Outfall: (End of Buena Vista Ave.)
• See Appendix C, Photo 14 and Appendix D, Map 6
• This area is suspected to have an outfall. Signs of water flow were present, but area was blocked
with small boulders, heavy large plastic debris and vegetation.
NEW ENGLAND CIVIL ENGINEERING CORP.
1
Page 5 of 9
•
•
KW-001: (Kernwood St. Between cemetery and golf course)
• See Appendix C, Photos 19a.b. and Appendix D, Map 8
• Algae and debris are built up around inlet of culvert.
• Unused segment of VC pipe next to outlet of culvert.
Hydraulic Restriction #2: (Downstream of Culvert KW-001)
• See Appendix C, Photo 20 and Appendix D, Map 8
• Logs and other debris are built up in stream to block flow.
Catch Basin Outlet: (North side of Kernwood St.)
• See Appendix C,Photo 21 and Appendix D,Map 8
• • Outlet pipe is built up with mud and debris blocking flow.
Hydraulic Restriction #3: (South Side of Kernwood St. and Upstream Culvert DR-001)
• See Appendix C, Photo 22 and Appendix D,Map 8
• In and around stream channel plastic bottle debris is built-up.
DR-001: (South side of Kernwood St. near McCabe Park)
• See Appendix C,Photo 23 and Appendix D,Map 8
• Inlet of culvert is surrounded by heavy vegetation.
•
NEW ENGLAND CIVIL.ENGINEERING CORP.
Page 6 of 9
•
Recommendations:
SR-009A: (North of Fillmore Rd.)
• Remove the railroad ties and other logs that are surrounding the inlet pipe.
SR-009B: (North of Fillmore Rd.)
• Remove the log that is covering one of the culvert inlets.
• Remove other small logs and debris blocking culvert inlet.
SR-C12: (Highland Ave. near Willson Rd)
• Locate pipe submerged in water and clean debris inside pipe.
• The remove mud/debris surrounding the pipe so it will not block pipe.
•
RPO: (Runs across Canal St. &along Raymond Rd.)
• Clean manhole of dirt and debris and CCTV to determine where the pipes lead. (This may be
difficult since the manhole is located in a wet, heavily vegetated area.)
• Obtain new cover to stop debris and surface water from entering manhole
MPB: (Hospital Parking Lot to Story Rd. Park)
• Clean debris that collected at culvert outlet.
• Fix or remove gate at the culvert outfall
SR-C16: (Willson St. at Willson Rd.)
• Clean mud/debris surrounding pipe
• Clean debris trapped inside pipe
• Clean the drain manhole that is connected to the culvert
• Remove vegetation in surrounding area to determine location of outfall and clean pipe if
dirt/debris is blocking the pipe.
SR-C13: (Highland Ave. near Willson Rd.)
• Remove heavy vegetation in surrounding area to locate the inlet.
• SR-CI1: (Highland Ave.)
• Remove boards from inside culvert pipe.
FR-C15: (Swampscott Rd.)
• Remove the heavy brush surrounding the outfall to the catch basin culvert.
Mot NEW ENGIAND CIVIL ENGINEERING CORP.
Page 7 of 9
•
•
FR-C14: (Swampscott Rd.)
• Remove the brush surrounding the middle inlet pipe.
• Remove the plastic covering, dirt and debris blocking one of the outlet pipes.
• Remove shopping cart, heavy plastic debris, and other trash from the downstream area of
culvert.
FR-C13: (Swampscott Rd.)
• Remove the plywood blocking the invert of two, of the three, inlet culvert pipes.
• Remove the heavy vegetation at the top of dam, above the culvert.
FR-C1 I: (Swampscott Rd.)
• Search area to determine where the origin of the 36"reinforced concrete outlet pipe. Could be
there is another buried catch basin in the area.
FR-C10: (Swampscott Rd.)
• Clean the mud and other debris from the catch basin. Possibly raise the catch basin so it does not
clog.
• Remove mud, debris and vegetation from area where outlet should be and clean inside pipe if
blocked.
FR-008: (Swampscott Rd.)
• Remove the large plastic debris and other trash that is downstream the surrounding the area.
FR-007: (Swampscott Rd.)
• Remove surrounding mud and debris from the inlet of pipe and clean inside pipe.
• Clean drain manhole, that is connected to culvert, of dirt, debris and standing water.
• Determine outfall location of pipe either by clearing heavy vegetation in wetland area or CCTV
drain manhole to determine the outfall location.
FR-006: (In woods under RR tracks)
• • Remove crushed stone around the culvert outlet that eroded from the railroad bed into the
stream.
• Remove vegetation debris accumulating around fence downstream of culvert.
Hydraulic Restrictions: (Downstream of Culvert FR-006)
• Remove buildup of logs, railroad ties,and tree branches damming the stream at two
locations (manmade).
Possible Outfall: (End of Buena Vista Ave.)
• Clean area by removing vegetation, small boulders, and heavy plastic debris to determine where
the outfall is located.
NEW ENGLAND CML ENGINEERING CORP.
Page 8 of 9
•
•
KW-001: (Kernwood St. Between cemetery and golf course)
• Remove and clean algae and other debris are built up around inlet of culvert.
• Remove the unused segment of VC pipe next to outlet of culvert.
Hydraulic Restriction#2: (Downstream of Culvert KW-001)
• Remove and clean downstream area of logs and other debris that block stream flow.
Catch Basin Outlet: (North side of Kernwood St.)
• Remove mud and other debris in and around the outlet of the pipe.
Hydraulic Restriction #3: (South Side of Kernwood St. and Upstream Culvert DR-001)
• • Remove and clean plastic bottle debris built-up in and around stream.
DR-COI: (South side of Kernwood St. near McCabe Park)
• Remove vegetation around the inlet of the culvert.
•
NEW ENGE�VND CIVIL ENGINEERING CORP.
��' ' Page 9 of 9
•
• D.aners'y D6hNRaa s ..
I OmM yimY '-t a
NyOm
F Remiee xz!_ 71'' � DRLOI 4�'t,ir•
' �, App° ➢ � "y+: tt� � t
4 A �Aa�, i(�t of 7 � ,`•• 7„?�\� ..n
11: E„ K n�wood
0
% it
N ,. �„�;� � r.� /��aJ�,� FI•ar�b�`or�',�"��'` ['r
IN
r
NRLOt.
a .. � . 6, `» 6 }6�Z i✓ �8,�?O, (x ,,,{{{,{TTir' NRLOR FGi O � �'.. BR{01 _ ��'`•C�rr
.m
A^ K� /!L d Iq 5 M y' aF !.. N\
"J0 ,� _'w',• �{� t�. Cn 'IFFFOp.4^ NRL03; } metr. \�:.•
NRLOG
Stroh wat`er � a ,e4 �•
ok aid. �� �
a - '0� o
P. 1�i•
4„9 r �a •-�
6RL03.
'aRCC1411
�yy f Q 9
♦ _ rti YYY �� � rt�
\�� G � • •. SWfi{bt
SRC12
:3Yy, •• V.yb gp .. Y bRLO]6 3I a�www `.'�,l `� f •r
�f •c 6R{11 = V ♦. v. 'O b �mioxs"Q'r m '� gp?gp ��R
6Ff 9.4G 6RL16 f� l J 9 6M"
//YY,�x
[�d"b
o SRL6
• '53 .. \\{��Jy.(I ell
a FR{tb rFRL,6}( + r j ln• nq,{xFRLO3 . O y( •� J i�a"FRC t 1 lyyp_ �fq,
zm�caolnn INIo� °ayW"'eb�.,4�V
w
I.W.
� s:'1'ti. `►�- ' ` � IL. : 'FR{III + t .. S� "/... Y .y.FRL l06 tTG .a
FRLU1 �ores't �aVer �� • `.-I• - .
n cam. 7+. * 6
y s v ••� �tir•U ''+�
`tee""
Ron— City City of Salem, Massachusetts N
°
WatembeJs r..
nmweww A
Nene WUNflm, to. Culvert Locations
9—RWI IOth e0uals 2.395 feet w..r`
bis p�ewa�`ww.s� McIeWum No.2 S
Nml6 RN.r�CWr+n PdaW Date:June22,2006
MAP 1
•
6/22/2008
City of Salem, Massachusetts
Culvert Locations, Dimensions, and General Information
Culvert ID Location Dimensions General Comments
South River Catchment
SR-001 Congress St.Bridge 10'x20'Bridge Bridge over Salem Sound
SRC-02 Runs along Canal St. 8'x10'Box then 2.72"rcp OUttar into Salem Sound,Dimensions change throughout culvert
SR-0O3 Jefferson Ave. 3-48"pipes and 1-54"pipe
SR-004 Dove Ave. 2.5'xTArches
SR-CO5 Jefferson Ave. 4'x10'Box
SR-006 Lawrence St. 3'x8'Bax
SR-007A Bhvn Lawrence St.and Broadway St. Arch Arch for RR Tracks
SR-007B Btwn Lawrence St.and Broadway St. 3.12"rcp and 1-24"rcp
SR-CO8 Jefferson Ave. 3-54"rcp
SR-009A North of Fillmore Rd, 4'x6'Box RR Bridge
SRC09B North of Fillmore Rd. 2.3'x8'Boxes Next to RR Bridge
• SR-C10 In Golf Course 30"rcp
SR-C11 Highland Ave. 42'X36"Box
SR-C12 Highland Ave. 24"rcp
SR-C13 Highland Ave.near Willson Rd. 38"rcp
SR-C14 Willson Rd.to Greenway Rd. 42"rcp Grate at inlet and oWet
SR-C15 Old Rd. W.rcp In hospital parking lot area.
SR-C16 Wilson St.at Wilson Rd. 36"rcp Cannot find Outlall
MPB Hospkal Parking Lot to Story Rd.Park 70"rcp Mill Pond Bypass: Grata on outlet,Upstream of inlet(here is another cuNed
RPO Rune across Canal St.&along Raymond Rd. 38"not, Rosie's and vemow: MIN at inlet with grate
Forest River Catchment
FR-001 RR tracks near Lafayette St. 20'Bndge IRR Bridge
FR-0O2 Lafayette St. 3.10'x12'Boxes Manual Gates,Outtalk(FR)
FR-0O3 Lincoln Rd. 10'x20'Bndge
FR-004 Leggs Hill Rtl, 17x6'Box
FR-CO5 Loring Ave. 10'x5'Box
FR-006 In woods Under RR"a 3'x5'Box RR Bridge
FR-007 Swampscott Rd. 12"pipe Inlet covered with debris,MH connected to culvert,Unknown outlet location
FR-008 Swampscott Rd. 12"pipe Catch Basin inlet
FR-CO9 Swampscott Rd. 1.37'rcp and 1-18"rcp
FR-C10 Swampscott Rd. unknown CB covering Inlet,Unknown outlet location
FR-C71 Swampscott Rd. 30"rcp Unknown inlet location
FR-C12 Swampscott Rd. 24"rcp
FR-C13 Swampscott Rd. 3-36"rop Dam above inlet culvert
FR-Ci4 Swampscott Rd. 3.38"rcp Blocked pipes and debris surrounding culvert
FR-C15 Swampscott Rd. 12"rcp Catch Basin Inlet
FR-C16 Swampscott Rd. 42"rcp There is another curtail for road drainage(12"not,connected to CB)
FR-C17 Highland Ave. 36"rcp
North River Catchment
NR-001 North SI.Bridge 2.8'x10'Boxes North River outlet into Salam Sound
• NRCRR Hacks
02 near Bride St. 10'x30'Bax RR Bndge
NRC03 Flint St,near intersection of Bride St. I 10x30 Box
NR-CO4 Grove SL 3-17x10'Boxes
Strongwater Brook Catchment
SWB-001 Marlborough Rd. W"pipe lintel is not accessible,There is another outlet(St.drainage)near Na culvert curtail
Passible Outfall Buena Vista Ave.(End) Unknown luannot find pipe,but evidence shows there should be an outfall in the location
Salem Harbor
NIA N/A N/A INomalor culverts in area
Kemwood
KW-001 Kemwood St. 3x4'Box inlet
4'VC outlet pipe Between the cemetery and gok course
Danvers River
OR-001 Kemwood SL 12"rcp IS.uth side Of err.o .near McCabe Pork
• TABLE 1
•
Appendix B
Photos:
All Culvert and Drainage Channels
•
I•
NEW F..NGIAND CIVIL ENGINEERING CORP.
•
kt 1
1.SRC01_BRIDGE.jpg 2.SRC01_DNSTRM.jpg 3.SRCO2 OUTLET.jpg 4.SRCO2_DNSTRM.jpg 5.SRCO2_INLET.jpg
j
n1l
JA" y � A \ owv d 'rT Jr
6.SRC03_OUTLET.jpg 7.SRC03_DNSTRM.jpg 8.SRC03_INLET.jpg 9.SRC03.4_UP.DN.jp9 10.SRC04_OUTLET.jpg
� .a..F 'x � { •ilxk �..it ll� 'a: 111- j.r �aA � f Fr.� CY..,x Y.
Y
YY
y r4r�i i
sV
11.SRC04_INLET.jpg 12.SRC05_OUTLET.jpg 13.SRC05_INLET.jpg 14.SRC06_OUTLET.jpg 15.SRC06_DNSTRM.jpg
16.SRC06_INLET.jpg 17.SRC06_UPSTRM.jpg 1 B.SRC07A_ARCH_DN.jpg 19.SRC07A_DNSTRM.jpg 20.SRC07AB_UP.DN.jpg
r
~ T
21.SRC07B_OUTLET.jpg 22.SRCOB_OUTLET.jpg 23.SRC08_DNSTRM.jpg 24.SRC08_INLET.jpg 25.SRC11_INLET.jpg
W {
i
26.SRC11_UPSTRM.jpg 27.SRC11_OUTLET.jpg 28.SRC11_OUTPIPE.jpg 29.SRC11_DNSTRM.jpg 30.SRC12_OUTLET.jpg
31.SRC12_DNSTRM.jpg 32.SRC12_INLET.jpg '33.SRC12_UPSTRM.jpg 34.RP0_INLET.jpg 35.RP0_UPSTRM.jpg
• South River PAGE 1 of 2
ITT
d
36.RP0_OPEN_MH.jpg 37.MPB_INLET.jpg 38.MPB_UPSTRMC.jpg 39.MPB OUTLET.JPG 40.MP8 DNSTRM.JPG
.y'
f `�f
AIR,
4 Y�.
41.SRC15_DNSTRM.JPG 42.SRC15_INLET.JPG 43.SRC15_UPSTRM.JPG 44.SRC14_OUTLET.JPG 45.SRC14_DNSTRM.JPG
Yy � jr
♦ S Y $ �i��yj� F
46.SRC14_INLET.JPG 47.SRC14_UPSTRM.JPG 48.SRC16_DNSTRM.JPG 49.SRC16_INLET.JPG 50.SRC16_UPSTRM.JPG.
moo
51.SRC'13_OUTLET.JPG 52.SRC13_OUTPIPE.JPG 53.SRC13_OUTPIPEB.JPG 54.SRC13_DNSTRM.JPG 55.SRC13 UPSTRM.JPG
a
3 f
56.SRC09A_UPSTRM.jpg 58.SRC09A_PIPE.jpg 59.SRC09A_OUTLET.jpg 60.SRC09B_UPSTRM.jpg
61.SRC09B_INLETA.jpg I 62.SRC09B_INLETB.jpg 63.SRC09B_OUTLET.jpg 64.SRC09B_DNSTRM.jpg
'• South River PAGE 2 of 2
1.FRC17_INLET.jpg 2.FRC17_INPIPE.jpg 3.FRC17 UPSTRM.jpg 4.FRC17_OUTLET.jpg 5.FRC17_DNSTRM.jpg
'ate.,_ _ �''`' .,
'yy.. c. 11,
EY e'er
f�
6.FRC16_OUTLET.JPG 7.FRC16_DNSTRM.JPG 8.FRC15_OUTLET.JPG 9.FRC15_ONSTRM.JPG 10.FRC14_INLET.JPG
Y
10
11.FRC14_UPSTRM.JPG 12.FRC14_OUTLET.JPG 13.FRC14_DNSTRM.JPG 14.FRC13_INLET.JPG 15.FRC13_UPSTRM.JPG
s ;:�- .h`!h "�yf 't✓a �, ,X.. s{ ° yi^{rE���i::� w >'�' •F.
16.FRC13_OUTLET.JPG 17.FRC13_DNSTRM.JPG 18.FRC12_INLET.JPG 19.FRC12_UPSTRM.JPG 20.FRC12_OUTLET.JPG
y d r
21.FRC12_DWNSTRM.JPG 22.FRC11_OUTLET.JPG 23.FRC11_DWNSTRM.JPG 24.FRC10 UPSTRM.JPG 25.FRC10_DWNSTRM.JPG
• t'i . p�$, �# !�'' + rP 5 °` 'Y S :; fig.
P'�
,
a
26.FRC091NLET.JPG 27.FRC09_UPSTRM.JPG 28.FRC09_OUTLET.JPG 29.FRC09_DWNSTRM.JPG 30.FRC08_UPSTRM.JPG
� L0. .{ ]`L•��y �-9T�f! ��:, � , w
31.FRC08 OUTLET.JPG 32.FRC08_DNSTRM.JPG 33.FRC07 INLETB.JPG 34.FRC07_DMH.JPG 35.FRC07_CB.JPG
Forest River PAGE 1 of 2
36.FRC06_UPSTRM.jpg 37.FRC06_INLET.jpg 38.FRC06_PIPE.jpg 39.FRC06_OUTLET.jpg 40.FRC06_DNSTRM.jpg
y
41.HYD_REST[S].jpg 42 HYD REST[N]t.jpg f 43.HYD_REST[N].jpg
w
w
• Forest River PAGE 2 of 2
ti p1ml,
?� S
FY
1.POS_OUTFALLC.jpg 2.SWBC01_OUTLET.jpg 3.SWBC01_ONSTRM.jpg 4.OUTLET_NEAR_SWBCOt
jpg
Strongwater Brook PAGE 1 of 1
r' l
1 1 1 1 1 1 •� 14 I • I � 1
Kernw
/ x ^h 1 �,a�`•t�W� p +
• • • and Danvers River PAGE 1 of 1
Appendix C
Photos:
Selected Culverts, Actions Recommended
•
•
NEW ENGLAND CIVIL ENGINEERING CORP.
•
Salem,MA
Culvert Survey Results and Suggestions 12/07 to 6/08
1. SR-C12: Culvert has high standing water and cannot find inlet pipe. Suggest
cleaning�ipe and surround area to relieve flow.
a
r_
4
„• f
311�2t�6
2. RPO: Drain manhole in surrounding area is filled with dirt/debris and has no cover.
Su gest cleaning manhole and obtain new cover
Aa t
r
• L
.f
o X
e n
•
•
3. M PB: Outfall is filled with debris and bar is falling off gate. Suggest cleaning
debris from gate. Either fix bar on gate or remove gate completely.
A ii d.
.r+ f ysx t�T
5�
h r �
3/f(/Zoog
4. SR-C16:
a. Inlet has high standing water because dirt/debris in pipe. Suggest cleaning
i e to relieve flow.
tea. M
A
1 y
-4
t
b. Drain manhole in road is filled with water and debris and can not tell direction
of outlet pipe. Suggest cleaning drain manhole. (No Picture)
•
xq m tea. fi ;a`
L,I �ne t•�
}Y n»y +5`��a�y.RO!PICt'�=".
At
lyf�fi `
lie
�1{,'4 . . I '>.< ° s b „+\ '(!.':�Ty 440 ♦,q.
`k � iia 1 � ���'L;'IA, h.��`�y.,"i,g.G�� s's�A�� .+R'. .�° \('r .�M�� t� a • � �
.a 1 1 1 1-�•" a
77+ r a" '7.'• r,..ly, p
9PunY( �� tl \
�qs�
R�� „�� M v� F��1L�l�Y`; � IrA V�u.'$ ti�'I �`•fr��„�jk � �� it / L''
41,
�
•
6. SR-CII: Wooden boards are lodged in the middle of the culvert pipe. Suggest
removal of the boards. r
e
�Y LLL
y
T 1
a x �� •' z tiler 3/1112007
7. FR-C15: Vegetation surrounding outlet pipe. Suggest removing vegetation and
brush from outlet.
1
A
•
•
S. FR-C14
a. Middle inlet pipe is blocked by vegetation Suggest clearing vegetation to
allow more flow.
r
b. One of three outlet pipes is blocked by a plastic cover and dirt allowing no
flow through i C. Su est removing lastic and debris.
011
k ,
4.
� m
ti 4
7.�
t
Y-
fid'' r
� a
v � r•� i" ter.
1 .rte I,. *•:5
b. Above dam there is heavy vegetation. Suggest removing some vegetation.
x
LL
� �� !�^ r� l 117_"r"L�Q 14 '. •! l �IY9�I'' •
,r.: ��wvv iyffll r 4"�� yyliffF��
1
ar/
{ ! 1 &p
A.
-
1�I 4
>t x
�`. 2�29�2008
10. FR-C11: Cannot find origin of this outlet. This could possibly be from a catch
basin that is buried under debris.
Bt
i
t.
t
.t "�f'irltl � �`• F
r
�r
6'11 ..-
t
�A�gg ty���
}xry i P l a
>, +' �• '`
ti
' �,.t.D: ."�x�� < 4. y-a 4 � i+R��''M(•°..fit'':.�.`� �
° F •I ;i� Yf �I�.
♦nv Q j P4i;�
A Sof
x v t r i J
t'
s "' •ai}��✓�-�' Imo' � A` � �r��`Y
� RN%
5
r n - , —
w
a..��..0] Yn- A Yea✓ . ��{
—fi-
�,
_ t
.car
n {
•V4 1
l
h+
•N
,r
15.r �T W
Jf z:q
.v,'� .viz-'��i.i ±"N^nN st.'. •� -
3+ fy. InV' �1 a F. RG M �
i
a „ �` 08/03/11
' 1 ' � ii • i ii . c . tt u : i • i it � � � . � t .
Ask
r lle
WAt
•;1 ""��� �' ,� .>�. X4/03/2008 l 1h�39
t 4,
��;� ,a - 0'4110812008 12:12"
r,
• �, l � � i �, ,. , i � t it , „ -
4
F AF �
. 1 , _
t A
,� ` � � —a no4ioe�2•o,oa i i ir3 ,
�.�•a .+ '± ham] �" �' I! '�.w.i!�en y d'v �� N,lh*'-'6`N � ;�'.`"
P
7F ' 11
S�fy E� zA ry,�+ If IR'1 - } NO
�,'c
x b 3yB. A .
ll
1
r�} .il u�� � (�'i;,��j''�,�4"� x it �r� es�?+�t�b���f}# •-+' �j�
•�f'4i,�, �, 1��+ +� �to� .r.'�. c r �9 t y���` �.5,� ,Iia �.
�. -...��� y j�� C 'rye `°t� �.'+"'� s�%'• {�� fi �P '`��F�.i+�'')
1��� S J �!y 4 f •C�1 �N � �4fiP`I,t".
ry t
xr
4
A NA
MiN
� y
fElyy ,jtto�'i
mgg—c` ,. Y +'✓� �'s _rg; 'a3't[' fir.
! �*jj
1 �.rr=.. Hyl;. o4/oa��zooa � i�•z4x=t'y
>~.a,� � -`i"—�-=--� Cyt '�y • �
c � � �'� 4..- It. ' � iia•
I
r-.Ya f iK! I IY��f •�w
�. RY
�',..�`�� �~(-•��r' `J � yob,: y�i. `fi',^�'� '",�i .��c .� ..
.Y , ` �� � � �F✓�%''ems
� 'T7
PIPIF
Mrr
ry
"i
J
1
stl }.a 4 6/20/20
S^ +
y
C' i kp" an `•� ��L�Y��.
1 I 1 1 ' I I 1 1 l I ' 11 11 1 I 11 1 1 I 11 1 I '
1 1 '
y '
t
'R
•I
at-
�al
� '^ � �e. w �4^t,SS��� ''��`*�y zfeaf�a _A'�'��1�1.SU•T��._,�
1 ' I Y Y i � � � • , Y • u Y Y `
S
` Y /
Y �
rV
T ZY ,y
MOO& .t
•
ARDendix D
Map 2: All Recommended Maintenance Locations
Map 3: Rosie's Pond Overflow MH Location
Map 4: SR-C16 Culvert and MH Location
Map 5: FR-007 Culvert and MH Location
Map 6: Possible Outfall Location
• Map 7: Hydraulic Restriction #1, FR-CO6, SR-009A, and SR-009B
Culvert Locations
Map 8: Hydraulic Restrictions #2-3, Catch Basin Outfall, and KW-001
and DR-001 Culvert Locations
•
NEW ENGLAND CIVIL ENGINEEIRING CORP.
•
•
4z 4- Dancers. JDeOM1LOW�
i�Rtuer, r ,�P
`Ndx' Re VINmpEJF
DR{01
R4
=m.xu
11 � 7
Ir
I X"
y i od ,� r
- 1 -
Harbor' °` ` .
r y vt
ham. �A.qp � � �,+ �
kl � yC ���''4 --11g,'^ Y..a /6s , i NRL01 �� Nx A.� s •\
i e N f a dx �-�R �r T \d' @ { NRLO2 rr a' Yom. BR{Ot � ` `• -
Strongwater � 440 � n� '
fP" g 9 (5 9
i3roolc k� f b 6` NR{0]1 6S ma. �
.Ityod ho' NR04p .p fy �,�p" �1 `�.�' 9p gg b 'l
, erg �Q 9 �1_�Ee, 1'
PO 11
OutlRll yy GY� 1 SRL09
4,w 6' ♦ t '�gvR'� 10) '4 � j SR{tG SRL001 Rm `5.
SRL13
SM401 rv"^' 8H;1E pp l SR{O6
9R8 11 6RL01Ba�l,\
BR,tB !� F +,y wo'
fe/ , 1�Y Ip MPB 3 s Ox ' ry4 /rL
�: � .... .✓
fl-
21a
...b.,F.r .
ge �^ FR{„ �,ISoufih Ricer O
BR{ppb
} I,
p
• /^ "' � 4 h � '(� FR{16 1' 1� 1. (16) ieR' 1._
IFltLO]+.!r
FR9 i"
ir, r ,,,����ffLLLLN1yy.//````agx.,FliLYG I
. rFRLYz4. �ResWHlanw, wwxroc ." ., F T•,J/ 'gFF {0:1
'R�
ab FR{10 ��' FRLO6t6,.
Ist0.:.
" S , FRFR{09 A] N" i�
i
FR;9, Fores# Ricer
E.
w.; .
Legend City of Salem, Massachusetts
VJR,ersM1eOs sebm w.m"r mmwe N
VbNeNVGCu�an Maintenance Locations 3
Name �boum River coN �- � �� Nola BIue lD box iM�me ntenenm su00eshk in area.
�FeienPmr 64aigvabr Bia"k Mm 4AbN.bripvparorl/Wb
uwm.Rner lhN,ewbE. � PtleMum No.2 S'o'
4M^
Pnnnp Dna:June 22,2W6
MAP 2
•
SR-0e7A
SRCY]B
°5
�.
i . a
rte, , •�� . , m w � � � r'
F 4CIO
-5
.... 'MenMh]mer RPO 61
- I
u f
Ago W_
Legend City of Salem,Massachusettsttl '
Culvert Survey-Drain Manhole Near RPO N '' �°
®seam ® cWn e.a„ �erm.wva,nw®<mwm unme wm.wia a]� w E ;
mmperoamahamgl�b Wiry
�MnCgiu ® OreM MVMek mMlomtlu0vi�bJrtMem. 11�eRi@a 9shM S w.
• MAP 3
•
AL ;
{
It
���' _- , to .. ��'�. !�,. ♦ �c L ; 7 �' l� : R s \ `'
fig. r s b
� y W� it
i
w:
to M Y
gb
Wetland Area ,
to
r�
{18
.: MHronmclM CUMrI r
y f'f t •,w`•'i� y wnrwtnntl tMNt LoceHan
• kpjL7, in WetleM nroB
' � �'�. V�,• �1� .y.. .. � � a ♦!, * (. •-.i .-® i-. , '��� V�BERRriVpwpC LWE
r
-gk
� ., ..
w
4
Legrna w ` City of Salem,Massachusetts H
scw.m Drain Manholes b d'v 7i
_
Culvert Survey-SR-C76 Culvert
�m Oec°cwr mL,a
onm om.. ® �M and MH Location
PaN MmYwia ��umaiwnn'YbEanknm tirclr arya6 ttAhtl Rhary We:wNta,zm S navv.
• MAP 4
•
'�,• A � ,�, �. mac. W
pjF'{� i Ill {
n
1
i
s �
+ o
FRLO] d
�. Y ✓tr MN cmnectid totiUNM
- CB In 01 at. tion
umao ° aA Wetland Area
wnamaLoca
M _ p bity hotlo to WetletM Ana 1� '•t 1
U F
If it
oa
r F
4
L4
i
� i
Ip .-.
r
•
Lege1d � City of Salem,Massachusetts u
pain Manhaleo
_s m o..aaA ma 1. Culvert Survey-FR-007 Culvert w{e}e --
and MH Location �D' qdy/ '
.rte
® orem uamm. ,,. �wmn.eaeak,.:� t'��m•w�tnran n+mo mn'ammre.aae 5 ..:.....
• MAP 5
A
a / d
r
r
� P
y
,1� 'h POA%ISLE 'A"'� i�{ f 1 y-� JY•h _ s,; Jr i
qL
�' WIFALL w h. C7
Wetland Area
l� `,;•• � � r '9�H�F a�} �•4. a w�,t$ i:^ � J
+ . <
F
r rr3 '
f
Y ,F_,!Y �•4� ■F—AY- ' " t p �W v '�Y -{ t 1 43
Ik
•t �++.r '
i
2 x
AV -
f - i
t a • l � W '
4
Y �y�
L"Bei° m. City of Salem,Massachusetts N ,9r�'Wq
,oWin mxnnw4Y Culvert Survey-Possible Outfall Location
RS3q� 1•
® aNel cnV
® CeWiBetlx m WE "O
—SYe•m n _�6bSWn1lmWm>maNyeNY 1NtAeVnklWtm MIPv4M w.nfe.xm � +
�OrznP ® m�w[^WYw®nMemyYM WM S
�°° inn MCMda mrigim6nrygJ pMertp,
• MAP 6
6TORY � ,. . Q�'yE 111 ✓f ,y �/pS\L'p.Flt 1
'�, , GlEVE1ANO STREET t�g 'rJ � 'S�
L +
SR�MA "7p
41.
I}
/ r f
I
r
• -� . 20� A Pyq �� E 9�,y i
2� V )K'�'Off• /iJ� D'd y $
r W
i�': c"\ <, _ - �♦ `A�5. Y+c J V ATIONROAD
+
.. ._� ,t ` 'l f • , r r � Opo. V� `^p� � VT;�"_�.:�}.5.
X MOFFFTTRORO L] �
.a
r
m<nc
_dd
t c PICKMAN ROAD
¢ � 9
I'y'. RaMMlanv j 67 14 r' .(
O 1
ti �'J'-
i MCKINLVROAD }�fa
L DEQ
t ' r RN Im STREET
I
qy ROAO y.. `irjl
"gentl w City of Salem,Massachusetts N
��•� Duero MaRnaea Hydraulic Restriction,FR-006,SR-009A,
SR-009B Culvert Locations w{ }E
mm :s `CS
® On�n lNemole n. _ ilrMeR�aNe3>fM in,D.t:ANa.t 5 w..w
Ponlinp Dete:ApN 9,2008
• MAP 7
•
fiq
. t^ o
Q �
y Danvers 31rE
ti w R River 31
FYB i4.' Jv
Hy02ulic y�
r W i'C acviNc .0 y
• oil. MZ
Q,
0Q)
Hydneul ,
eeeultlk0 Y3
1301
k
• w Kernuwood�
aWCOt
IP - `
r 'r
3
ya o F
�sw
wb ovb - City of Salem,Massachusetts
g b Culvert Survey.Culverts(rts;Catch BasiOR-n
Ou
®e.,.... Is— gym. a n� YL "a
Hydraulic Restrictions(2J);Catch Basin Oudet w e
M6kbiumaWnNWxeoM'aNY mNNuk 1051M
-6 n»�mp.i.�w Yeum�nm� gDon:nn No.June
5 n—.
W4W
PuiMing()ele:June 22,2008
• MAP 8
1 commoumeaftb of mao0arbugetto ���°sv Meesa�d�s
STATE RECLAIvtxnoN AND MOSQUITO CONTROL.BOARD
a
NO
RTHEAST MASSACHUSETTS MOSQUITO CONTROL
AND WETLANDS MANAGEMENT DISTRICT R
261 Northern Boulevard.Plum Island
9MA 111911) WITB10
Phone:(973)4113-6630/Fax:(973) 63-6631
Waller G_Montgomery:Director Commissioners
Jack A.Card,Jr.: Operations Manager Peter M, Mimndi,RS.MPH: Chair
Emily DW Sullivan: Metlands Praject Coordinator John W.Morris,CHO: Vice Chair
I Esteban L.Cuebas-Tnlce,Ph.D:Entomologist Vincent J.Russo;MD;MPH
Robyn A. Januszewski:Biologist Sharon Cameron,RSMPA
t Manual Wetland Management Review
Date: (2009-08-20)
Site* 547A-001 Salem
Location: Wilson Road Outlet
Source of Request: Salem
Technician: Emily Sullivan
Description of Work:
Cleared small blockage of sticks/ debris from culvert grating -Figure 1). The inlet upstream of this
was clear, flowing nicely and vegetation recovery good along exposed edges (post previous clearing
of grate). See Figure 2.
Approximate Linear Feet: 4-6 foot width at grate in front of outlet pipe
Additional Comments:
Lots of clear water was noted flowing from above pipe at Mghl and Avenue.
Recommendations:
The District intends to investigate side drainage coming from Wilson Street and a "missing" inlet at
this location. See Figure 3. Proposal to follow if needed.
Got7?mit4?d to a parka n hip of 14-7,0 ineiplP..s of Mozquito Control and WFI/ande 14anagemiznt
w
u k,
'.FA,
e
x
21,4A
OZ
�Y: ],�d..y,... "Je•iy yA * ��.F. � ^Y{•`4h'.�J/. 1„r�y
NO
k4at
�Cy �r �' Ri��f` -R�11• P'�' � ;�`�V.1� ��T" r �'
CW�,� M „a 2
rs
..
l(s�_ �y,QStq•� s�^ T `'q�, A `�e rjYr1� L'�' i �J. _
�\3 f .•
•.•
t _
E
cO1TC1 enweal.tb Of fda0gaebugettl ,@�e�r MAeanaaea
STATE RECLAMATION AND MOSQUITO CON1R0L BOARD
NWORTHEAST MASSACHUSETTS MOSQUITO CONTROL
AND WETLANDS MANAGEMENT DISTRICTs t
261 Northern Boulevard,Phut Island
e
Neti bun port.MA 01950 WEtAAtd
Phone:(973)463-6630/Fax:1978)463.6631
Walter G. Montgomem Director Commissioners
lack A.Card Jr.:Operations Manager Peter M. Mirandi,RS,MPH: Chair
Emil}'DW
Sullivan:: Illetlands Project Coordinator John W.Mos,CHO: Lice Chair
P Esteban L.Cuebas-Inlee,Ph.D:F_nion:ologist Vincent J.Russo,MD,MPH
RobJn A.Janusremki:Biologist Sharon Cameron,RSMPA
Manual Wetland Management Report
Date: 2009-06-02
Site#: 544A Salem
Location: Rear of 296 Highland Avenue and Orleans Avenue
Source of Request: City of Salem
Technician: Emily Sullivan
Assisted By: Anthony Corricelli
Outside Assistance: Salem DPW
Description of Work:
Cleared numerous items including but not limited to 4 tires, 3 truck tire inner tubes, 1 car fire tube,
miscellaneous construction debris (wood), 2 road signs, 2 trash bags and a 5-gallon pail full of trash
from the ditch immediately downstream of newly installed drainage pipe to the old road crossing.
We pulled all debris out of area to rear of parking lot (296 Highland Avenue) for DPW removal.
Hooked and shoveled high spots within ditch to allow free-flow through the area.
Approximate Linear Feet: 165 feet
Additional Comments:
Adult mosquitoes were flying and biting. The abandoned section of pipe which continues to hold
water may be a source of mosquito larval habitat. We strongly recommend capping this pipe to
avoid providing prime habitat for nuisance and vector mosquito species. We will review the area
after a significant rainfall to see how the area responds to flushing.
We noted and make recommendations to also remove 3 or 4 boulders (pictures below) which
currently block the ditch and inlet to the pipe immediately upstream of the old road crossing. The
size of the rocks will require use of the District's specialized low ground pressure backhoe See
Proposed Recommendations for 544A Salem: June 5,2009 attached.
Conzinilled to a partnership of thg principles of Mosquito Conlrol and Welland,h18na9emei21
• 1
•I 11•
1 1 1 •• 1 • 1 1 • 1 1•
�'ia� .�! �r ,tY it •�t,'�' .�*,+' � '�,�5 I l'��t'i .. Y A�'MR�•,%
uu +• �r tc r +`--.
1. IY 7 • ALq'�»y"'
it J {x '(►'U , < ! JJ, � K v
NtN
1p
• r r � _
f
•• 1 1 1 /• I • I •" I ��•
�1y`- fp '�ds.�j 4 `�V � R 1. T'- � �'��/•Nt�y. p
Al
r�aT�:t�` ,� .�4y'i �b�$ sY r°14�t(� t '�i x :•` n + t �.�,,.,,. 5 � ,4 s
.ii a �� t Y �t) .A�^ e d ��r I `•..
r
`s*%�h �w.+�: YA t'r � n•.' d' -ix�.' ".Y 35 I 1•
1
21F" orl
:
�r k_
.f •-I � ff f • I -11
11'
• • � • •• ' •• I -. • • • 1 I •- ' 111
{ X45 y • ` •• Mill • • I • I
iEb { �<w ' �fz �� F' ♦ 6 �'
I
'• • I . I P •• ' 1• • {• • 1 I I- 11 1
�yyt��j� f �;`.,, �+ ��k�•,pct � ��,. � �; � �'�"
4
ilk,
f
a
�"r r r • t "r. "rr
-r •
y S �3..+�.�1,�{x•` ';,=a+ y
a �
� FP
NZ
` ? ��161a*ayy`eP
• ` r �� ., � ��i •f! �• �•kms P jb�
Ir >•.
- � t, �� x 1� � ��iT+�J£Fits• � ,yf
.. �' •p 4 � Al ,� �, �, 4���,y.���p+ i r$'.A,g�s
1V INA,
t
L
a
z74,
.fir r fi
Vy
IT
r�'•Gt,� S.S��r< "'a ��� �4'�-y �A P _" '�.+it�"r`i .-�� �� � �1 }�;
11•
. 11•
a,
v ty
1
•'i:, f +WIMP"... d - � 3 + '.
�' •' 3 � - F i f'�-1'�!
r,,'"`i >.,a*x �k ti ,n.� ,:-��i.ryR!+e � .t i •� '' �� � .. t —es,�yar+
-- •.+.a.,,x.- -rh',e>. .�i w1'i.' ?r..ew 4.`�+,.� ��. . ,•a..1'a Y.'• . a,a.r
• • . . 11`
1' Y
�''��aa •)). � _ _ 'ems
r^
•1 �. y ��i� 1 5ti
�•. � t.-rY-,: .moi
Commonbjeaftb of ftla�5atbU51ttt5 `@gyp%jMAC6pg�A°
e , F,
® STATr RECLAMATION AND MOSQUITO CONTROL r�BOARD :t° �m
3 a
NORTHEAST MASSACHUSETTS MOSQUITO CONTROL c I 3 d
AND WETLANDS MANAGEDIENT DISTRICT
?til Northern Boulevard.Plum Island �OGtr9�y+ae
Nenbunpod.MA 019511 1PE1AAN0
Phoue: (973)463-66+0/Fax:(979)463-6631
Walter G.Montgomery:Director Conmrissioners
Jack A.Card Jr.: Operations Manager Peter M, Mimndi,RS,MPH: Chair
Emihy DW Sullivan: Metlands Project Coordinator John W.Morris,CHO: hive Chair
Esteban L.Cuebas-Inlce.Ph.D:Entomologist Vincent J.Russo,MD,MPH
Rob)m A. Januszewski:Biologisl Sharon Cameron,RSMPA
Manual Wetland Management Review
Date: 2009-08-20
Site 4: 545A-001 or MPB3
Location: Culvert and grate at end of Laurier Road
Source of Request: NEMMCV;MD/ Salem
Technician: Emily Sullivan
Review Comments:
Site looks good. Silt fencing has been removed, area graded appropriately and seeded. See Figure
1. Grating at culvert is clear. Some sand sediment has washed through the pipe however it is
minimal and does not pose any restriction currently. See Figure 2.
S ry 4yR
p3L e �1 M b f
i Y r.£ ry • �. } j
Figure 1: Silt fencing removed Figure 2: Grate and small sediment
Gommiiltod to a Par•Int?nhtio of lhgPrineiplps ofAlosquilo Conlrol and Wrziland.,11ane�ggmgnl
I.
r
�n;5 MrcctnH
�Commoubt,eoit�j of �ia��acfju�ett� ,Q N
SPATE RECLAMA110N AND MOSQUITO CONTROL.BOARD @°Q .1
NORTHEAST MASSACHUSETTS MOSQUITO CONTROL
AND WETLANDS MANAGENIENT DISTRICT
261 Northern Boulevard.Plum IslandUT
Necrbugport,MA 0 19 0 OMT
Phone:(97$)463-6630/Fax:(978)403-60"1
Walter G.Montgomery:Director Commissioners
Jack A.Card,Jr.:Operations A-tanager Peter M.Mimndi,RS. MPH: Chair
Ernilt^DW Sullivan: Medands Project Coordinator John W.Morris,CHO: lice Chair
I Esteban L.Cuebas-Tnlce,Ph.D:F_niomologist Vincent J.Russo:MD;MPH
Rob)ar A.Januszewski:Biologist Sharon Cameron,RSMPA
Manual Wetland Management Report
r Date: (2009-08-20)
Site#: 547B-001 Salem(Task Order 9#SR-C13)
Location: Adjacent to Pump Station at Highland Avenue
Source of Request: Salem
Technician: Emily Sullivan
Outside Assistance: City of Salem: Debris Disposal
Description of Work A small sediment dam was installed prior to work (See Figure 2). The
waterway was manually cleared of obstructions related to overhanging growth (muti-flora rose),
woody debris (discarded brush) and trash. A decision was made to leave fallen rock in the waterway
immediately below the upstream inlet in place. The rock blockage is associated with the partial
collapse of an old rock foundation type structure immediately below the adjacent parking area. This
blockage (approximately 50 %) prevents travel of aquatic predators through the waterway however
the stability of the structure itself is in question and safety was a priority.
Approximate Linear Feet: Roughly 50 - 75 feet of manual clearing was performed at this time.
The maintenance was implemented to approximate the original course and dimension. See Pre and
Post photography below: Figures 4-8.
Additional Comments:
An earlier investigation (08-20-09) just downstream (east side of Highland) revealed significant
clear water flow through this pipe. However the District noted that the flow entering the pipe (west
side of Highland)even after the maintenance was conducted was not nearly comparable. An audible
flow of water more representative of what is leaving the pipe can still be heard from within the pipe
as detailed in a previous report at this site. -see Manual Wetland Management Report for 547A-
001 Salem and dated 06-11-2009.
Recommendations:
The District will investigate conditions upstream of the blocked pipe (Anderson Pond) as requested
by the Conservation Commission - correspondence: C.Duques. 2009-08-13. "Abutters to the pond
have mentioned in the past that the water level has decreased over the years."
-Cominittod to a Parhagrship of thgPrineiplrT of Xosgaito Coontrol and Wt hands Atank emgni
2s
rq«• s� � a F� M r�
r
—
.,r
l
At
-r,
m y a r
- • 1 � 11
,y �� A30iY zd ip ' ��y r ilib'f•`a.
w ^ ip IQK
\
s,". r`• ''i,� Vie. -.t\
IV-
7
itl�f �
l.�✓h',~ Y { � !.!Awa
I '+`).� . 7M1' o•,y esn kbit° v y =
i S
�a \
—yam �� p� £,�T ,'V�.�T�'� � .:•�.\
Moi .yy �
. s rrx ,•. � A�' y :,� th
, V t
.M
9 t
1 t
T• , �r+-CJs -"... y a. � ,.
y ^*k
Lf
�
G� d" \
� it�j ti s,� `�.!♦ SJ r � � .a
R
�L.W*l
11 1• • 1
W
q l
,
'+4 r
y d
J
Salem Manual Ditch Clearing
Task Order# 9
Date: 2011-05-10 Site#: 19b Salem Technician: E. Sullivan
Location: Liberty Hill Avenue and Sargent Street
Field Notes
19. TCW_
Clll:
'fr ,There to altnc and other debris surrounding inlet of calved'. S
�r'iemovib
g debris to relieve flow. uggett
i
z
fd�
� tt
7 iib Near outlet of culvert there is an u,used segment of VC pipe. Suggest
m
removip i o.
WS
''Oy+)t" 6VI!
\)C,
�J
gPre During and Post Pictures
5 !
r f
`S
X,
Pre: 2011-05-10
During and Post: 2011-05-10
Salem DPW ROCKS!
• Took Bag of trash, 1 tire and 2 sections of pipe
�r
Salem Manual Ditch Clearing
Task Order# 9
Date: 2011-05-10 Site #: 20 Salem Technician: E. Sullivan
Location: Liberty Hill Avenue and Sargent Street
Time In: 9:30 AM Time Out: 10:45 AM
Lots of logs/blowdowns downstream but is not restricting flow out of culvert. Recommend
leaving as good wildlife habitat. Garlic Mustard noted on roadside.
Field Notes
g^�e .., fes,
�. +50 trydraulic Restriction k2: pownsttcam ar culvM K W-COI fh,m is a hydeaulfe
mstrictfoo built u with to . su cat mmovin la sldebris to mffeve glow. �y
a GLti`7�"t�% 5J r
k
kms":. �t�� ""yr • a Li
i }• d
9
v
k a
• L E F(S 3'..
_ i '��• x+ `:fes• e w3
k � z
� Mgr
co m e
c N
www.MassCommute.com
cOtIlmonwealtb Of ftlao0atbuoettl @�a9� beeencbe
a
STATE RECLAMA'T'ION AND MOSQUITO CONTROL.BOARD
3 �
NWORTHEAST MASSACHUSETTS MOSQUITO CONTROL a k
AND WETLANDS NIANAGEMENT DISTRIC.'T
261 Northern Boules'ard.Plum Island
t �oa�Yc 9�a��°�
Neubunport.MA 01950 WlfhAtt6
Phone: (978)1(:-6630/Fac (978)46:'4)6"1
Walter G.Montgomery:Director commissioners
Jack A.Card,Jr.:Operations Manager Peter M. Mirandi,RS, MPH: Chair
Emile DW Sulh%an: ffetlands Project Coordinator John W.Morris,CHO: Vice Chair
Esteban L.Cuebas-hdce,Ph.D:Lhtomologist Vincent J.Russo,MD,MPH
Robyn A. Janus7c%vski:Biologist Sharon Cameron,RSMPA
Salem Conservation Commission
120 Washington Street
Salem,MA 01970
Re: Proposed Manual Maintenance
See Also Task Order#9: reference site 9 SR-C13
Order of Conditions(07-08-08): Citywide Culvert Clearing
DEP File#64-478
August 12, 2009
Dear Commission Members,
Please find below a proposal for manual maintenance of the waterway located between 2
pipes adjacent to the Highland Avenue Pump Station in Salem, MA. Topographic locus
map is attached below. If there are any questions I would be happy to meet with you to
discuss and resolve your concerns. If acceptable to the Commission we could perform
the proposed activity within the next few weeks but complete no later than the end of the
low-flow period i.e. September 30,2009. Please reply at your earliest convenience.
Respectfully submitted,
Emily DW Sullivan
Wetlands Project Coordinator
Cc: David Knowlton: Salem Engineer
Janet Mancini: Salem BOH
Rebecca DuPont: New England Civil Engineering
Gommit1gd to a.parigership of 111>7Prinuip1ks of Mosquilo Gonlrol and Wjzt/ands 14anagfvntmt
4203111 ' 70055'_41 4203111 70°5317"
F.
Y ...� � .�y. � + _ .y$ 116 YN c i�.I'1 }M1 it ��i '°, .'�� �(4 � . • .`.n • 'S
n t
�k-J ,N d � • Jon - � � b`�� �'— �" �. c 1
�.'.��' JCS � W Y f r} J£ � l-'+meq:• � y
i .. aQ n s't sr, i "� .'..�.� �'t y.� • f ,�•. .gr�� ,, ' ' I : vr. '�' �r p�;.
-.:: .� � � + �-� w .• � � � X131- � ! '.� d�s»�; y <i � d
�-F 'r ., x� '�SS.�+. • `p • � :'y.. r� ' � (j w _+ 11! '.' f' r st i
+ + • s
sR t• 4♦ .�--, - rte-. e ,� ,
� <1�-.
°. Proposed Manual Maintenance m fl-j ��r•� w
54713-000 Salem: 2009
1f �+ Oj
For more Info: Emily Sullivan ' ± a ► ` .
(978) 463-6630
��r' �� rim' � ,.�. � � ��♦ '�. . i,
42°29'53",70055'41"NAD83 42029'53",70053'17"
MN\tTN ° 1/2 1 MILE
16s/s 1000 1001.0 2000 3000 4000 FEET
Printed from TOPO! 01998 Wildflower Productions(www.topo.com)
cO1TC1tl01tt[Iealt(�J Of � at�� agoUotthi ���tMA9Bgg9
® — S'twm RECLAMATION AND MOSQUITO CON'ROl.BOARD !k;
'# firma
a
NORTHEAST MASSACHUSETTS MOSQUITO CONTROL
AND WETLANDS MANAGEMENT DISTRICT
261 Northern Boulevard.Phan Island ��69y® 9�paast
Nenbunpon.MA 01950 WfhfltN
Phone: (97N)40'-0630i Fax:1978)403-6(„1
Walter G.Montgomery:Director C'onmrissionecs
Jack A.Card,Jr.: Operations Manager Peter M.Mirandi,RS. MPH: Chair
Emily DW Sullivan: Metlands Project Coordinator John W.Morris,CHO: Vice Chair
( Esteban L.Cuebas-Inice.Pb.D:Fulomologist Vincent J.Russo.MD,MPH
Rob}n A.Januszewski:Biologist Sharon Canieron,RSMPA
v
P
Manual Wetland Management Report and Proposal
Date: 2009-08-I1
Site#: 547B-000 Salem(Task Order 9#SR-C 13)
Location: Adjacent to Pump Station at Highland Avenue
Source of Request: Salem
Technician: Emily Sullivan
Assisted By: Anthony Corricelli
Outside Assistance: NIA
Description of Work: The District first located an upstream pipe that is situated well below an old
rock foundation type structure immediately below a parking area opposite the pump station west side
of Highland Avenue. By following the channel through a heavy multi-flora rose infestation the inlet
pipe was discovered. This is a short section of waterway which is excessively overgrown with
vegetation and woody debris.
Approximate Linear Feet: No maintenance was performed at this time to allow Conservation
Commission notice. Proposed manual maintenance: roughly 100 linear feet to original course and
dimension.
Additional Comments:
Upon an earlier investigation just downstream (east side of Highland) the District noted: "Some
seepage through the headwall structure at Inlet 1... as well as a significant rushing water sound from
within the pipe. Excavation activity above the inlet pipe and adjacent to Highland Avenue was
noted. There was no visible blockage within the pipe as far as a digital camera was able to see from
either side of the pipe — inlet and outlet. The District wonders about the possibility of a broken
water main that may be surcharging the inlet? The City Engineer was notified and he suggested that
he could contact the Water Department for further investigation. "— see Manual Wetland
Management Report for 547A-001 Salem and dated 06-11-2009.
Connnitted to a ParingnMip of 1hg Vrineipl_s ofXosquito Control and Wgllands 148nasromenl
Northeast Mass Mosquito Control and Wetlands Management District
Manual Debris Removal and Ditch Maintenance Report
Site#: 547A-001 Salem—Wilson Road Outlet
June 15, 2009
The digital camera picked up no evidence of a blockage from within the pipe from this upstream
view either but detected the same `rushing water" sound as mentioned downstream. See picture
below of clear pipe:
Highland Avenue pipe looking downstream at Pump Station (06-11-09)
4 - r
f Y
r � �
` nhy a
Y�4
t '
f
1 1
1 J
4
Northeast Mass Mosquito Control and Wetlands Management District
Manual Debris Removal and Ditch Maintenance Report
Site#: 547A-001 Salem—Wilson Road Outlet
June 15, 2009
Recommendations:
Upstream
The pipe beneath the old rock foundation wall is obstructed (estimate of 50%+blocked) with fallen
rock — see picture below. The wall itself looks fairly unstable and the District would not want to
compromise the integrity of the structure by pulling out the blockage from the pipe but currently
there is little to no stream bed available to allow passage of aquatic organisms i.e. essential mosquito
predators etc. There would seem to be much potential for restoration of the stream below this
crossing (and wetland system upstream) but the resources of this program are limited to the scope of
the following recommendations.
The District proposes to pull some of the fallen rocks away from the invert and from within the
channel immediately downstream of this invert. Any rocks moved will be carefully redistributed
along upland portions of the section. This should allow for slightly less restricted flow.
Pre: Upstream Blockage at Pipe—Wall debris(06-11-09)
ea
iit0
�I
I'!
v�
v
a i
Northeast Mass Mosquito Control and Wetlands Management District
Manual Debris Removal and Ditch Maintenance Report
Site#: 547A-001 Salem—Wilson Road Outlet
June 15, 2009
Waterway between nines
The District proposes to manually clear(loppers, chainsaw and hook/rake) obstructions that impede
flow from a point beyond the fallen rock through to the downstream such as vegetation and some of
the woody debris to the waterway for approximately 100 feet or less. Much of the vegetation
proposed to be cut is multi-flora rose, a well known invasive species. Any vegetation that is not
multi-flora rose or woody debris which does not pose restrictions to flow will be left to provide for
shading and competition as well as to offer other environmental values.
All cut vegetation including woody debris cleared from the waterway will be distributed throughout
the upland areas adjacent in a manner which prevents fall back. Any debris such as trash will be
removed from the site for proper disposal.
Pre: Waterway between pipes west of Highland Avenue—looking downstream(06-11-09)
PI
K, � :.
r .
.—MA
—M-
/L Ft
�.I.p
Yo-
.i
Northeast Mass
Mosquito . • r Wetlands Management
Manual Debris • and Ditch Maintenance Report
Site#: 547A-00 I Salem—Wilson Road Outlet
fune 15, 11`
LookingDownstream . .- inlet upstreamof r Avenue(06-11-09)
a� r
Massachusetts Department of Environmental Protection Provided by DEP:
- Bureau of Resource Protection - Wetlands DEP File Number
WPA Form 3 - Notice of Intent
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Document Transaction Number
Salem
Cit (Town
Important: A. General Information � ®
When filling out
forms on the
computer,use 1. Project Location (Note: electronic filers will click on button for GIS locator): JUN 16 2008
only the tab key
to move your Various City Stormwater Culverts Salem nFPr OF 1 70 _
cursor-do not a.Street Address b.City/Town iS
use the return b COMtu1(�+7y � ELOAP4ENT
key' Latitude and Longitude: various various
d.Latitude e.Longitude
m various various
f.Assessors Map/Plat Number g. Parcel/Lot Number
2. Applicant:
David Knowlton City of Salem
a. First Name b. Last Name c.Company
Note: 120 Washington Street
Before d.Mailing Address
completing this Salem MA 01970
form consult
your local e. City/Town I.State g.Zip Code
Conservation 978-619-5670 dknowlton@salem.com
Commission h. Phone Number i.Fax Number j.Email address
regarding any
municipal bylaw 3. Property owner(if different from applicant): ❑ Check if more than one owner
or ordinance.
City of Salem
a. First Name b.Last Name c.Company
93 Washington Street
d. Mailing Address
Salem MA 01970
e.City/Town f.Stale g.Zip Code
978-619-5600
h. Phone Number I.Fax Number j. Email address
4. Representative (if any):
a. Firm
b.Contact Person First Name c.Contact Person Last Name
d. Mailing Address
e.City/Town I.State g.Zip Code
h.Phone Number I.Fax Number j.Email address
5. Total WPA Fee Paid (from NOI Wetland Fee Transmittal Form):
n/a n/a n/a
a.Total Fee Paid b. State Fee Paid c.City/Town Fee Paid
6. General Project Description:
General maintenance and cleaning of stormwater outfalls at various locations throughout Salem.
Additional description is attached. Alteration of resource areas is not proposed.
wpaform3.doc•rev.3/29/05 - Page 1 of 7
Massachusetts Department of Environmental Protection Provided by DEP:
Bureau of Resource Protection - Wetlands DEP File Number
WPA Form 3 - Notice of Intent Document Transaction Number
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem _
City/Town
r A ? A.-General Information (continued)
7. Project Type Checklist:
a. ❑ Single Family Home b. ❑ Residential Subdivision
c. ❑ Limited Project Driveway Crossing d. ❑ Commercial/Industrial
e. ❑ Dock/Pier f. ❑ Utilities
g. ❑ Coastal Engineering Structure h. ❑ Agriculture—cranberries, forestry
i. ❑ Transportation j. ® Other
8. Property recorded at the Registry of Deeds for:
Essex various
a.County b.Page Number
various
c.Book - d.Certificate#(if registered land)
9. Has work been performed on the property under an Order of Resource Area Delineation involving
Simplified Review within 3 years of the date of this application?
a. ❑ Yes b. ® No
10. Buffer Zone Only- Is the project located only in the Buffer Zone of a bordering vegetated wetland,
inland bank, or coastal resource area?
a. ❑ Yes- answer 11 below, then skip to Section C.
b. ® No-skip to Section B.
If yes, no Notice of Intent or Request for Determination of Applicability may be filed for work within the
50-foot-wide area in the Buffer Zone along the resource area during the three-year term of an Order
of Resource Area Delineation, or any Extended Order, or until the applicant receives a Certificate of
Compliance, whichever is later.
11. Buffer Zone Setback—For projects that involve work only in the buffer zone, select the applicable
adjacent resource area (check one):
resource a. ❑ BVW b. [I inland bank c. ❑ rcoastal esou area
The distance between the closest project disturbance and the associated resource area is:
d.linear feet
wpaform3.doc•rev.3/29/05 Page 2 of 7
r Massachusetts Department of Environmental Protection Provided by DEP:
Bureau of Resource Protection - Wetlands
DEP File Number
WPA Form 3 - Notice of Intent
Document Transaction Number
Ll Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem
City/Town
B. Resource Area Effects
1. Inland 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.
Online Users: Resource Area Size of Proposed Alteration Proposed Replacement (if any)
Include your
document
transaction a. ® Bank 1. linear feel 2.linear feet
number b, ® Bordering Vegetated
(provided on Wetland 1.square feet 2.square feet
your receipt
page)with all c. ® Land Under 1.square feet 2.square feet
supplementary Waterbodies and
information you Waterways 3.cubic yards dredged
submit to the d. ® Bordering Land
Department. Subject to Flooding 1.square feet 2.square feet
3.cubic feet of flood storage lost 4.cubic feet of flood storage replaced
e. ❑ Isolated Land Subject
to Flooding 1.square feet
2.cubic feet of flood storage lost 3.cubic feet of flood storage replaced
d
South River North River, Forest River, and Strongwater Brook
f. ® Riverfront area 1. Name of Waterway(if available)
1. Width of Riverfront Area (check one):
❑ 25 ft. - Designated Densely Developed Areas only
❑ 100 ft. - New agricultural projects only
® 200 ft. -All other projects
2. Total area of Riverfront Area on the site of the proposed project: square Feet
3. Proposed alteration of the Riverfront Area:
0 0 0
a.Total Square Feet b.Square Feet within 100 ft. c.Square Feet between 100 ft.and 200 ft.
4. Has an alternatives analysis been done and is it attached to this NOI? ❑ Yes® No
5.Was the lot where the activity is proposed created prior to August 1, 1996? ❑ Yes® No
wpaform3.doc•rev.3/29/05 Page 3 of 7
lMassachusetts Department of Environmental Protection Provided by DEP: a y
Bureau of Resource Protection - WetlandsDEP File Number
WPA Form 3 — Notice of Intent Document Transaction Number
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem
Cityrrown
B. Resource Area Effects
2. Coastal Resource Areas:
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 a. ❑ Designated Port Areas Indicate size under Land Under the Ocean, below
number
(provided on b. ❑ Land Under the Ocean 1.Square feet
your receipt
page)with all 2.Cubic yards dredged
supplementary Indicate size under Coastal Beaches and/or Coastal Dunes
information you C. ❑ Barrier Beach below
submit to the
Department. d. ❑ Coastal Beaches 1.square feet 2. Cubic yards beach nourishment
e. ❑ Coastal Dunes 1.Square feet 2.Cubic yards dune nourishment
f. ❑ Coastal Banks 1. Linear feet
g. ❑ Rocky Intertidal Shores 1.square feet
h. ❑ Salt Marshes 1.Square feet 2. Sq ft restoration, rehab.,or creation
i. ❑ Land Under Salt Ponds 1.square feet
2.Cubic yards dredged
i. ❑ Land Containing
Shellfish 1.Square feet 2.Square feet restoration,rehab.
k. ❑ Fish Runs Indicate size under Coastal Banks, inland Bank, Land Under the
Ocean, and/or inland Land Under Waterbodies and Waterways,
above
1.Cubic yards dredged
I. ❑ Land Subject to Coastal
Storm Flowage 1. Square feet
3. Limited Project:
Is any portion of the proposed activity eligible to be treated as a limited project subject to 310 CMR
10.24 or 310 CMR 10.53?
a. ® Yes ❑ No If yes, describe which limited project applies to this project:
310 CMR 10.24(7)(c)2 and 3
b.Limited Project
wpaform3.doc•rev. 3/29/05 Page 4 of 7
Massachusetts Department of Environmental Protection Provided by DEP:
Bureau of Resource Protection - Wetlands DEP File Number
WPA Form 3 - Notice of Intent
� Document Transaction Number
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem
Citylrown
C. Bordering Vegetated Wetland Delineation Methodology
Check all methods used to delineate the Bordering Vegetated Wetland (BVW) boundary:
Online Users: t. ❑ Final Order of Resource Area Delineation issued by Conservation Commission or DEP
Include your (attached)
document
transaction 2. ❑ DEP BVW Field Data Form (attached)
number
(provided on 3. ❑ Final Determination of Applicability issued by Conservation Commission or DEP (attached)
your receipt
page)with all 4. ® Other Methods for Determining the BVW Boundary(attach documentation):
supplementary
information you a. ® 50% or more wetland indicator plants
submit to the
Department. b. ® Saturated/inundated conditions exist
c. ❑ Groundwater indicators
d. ® Direct observation
For all projects
affecting other e. E) Hydric soil indicators
Resource
Areas, please f. ❑ Credible evidence of conditions prior to disturbance
attach a
narrative 5. Other resource areas delineated:
explaining now
the resource D. Other Applicable Standards and Requirements
area was
delineated. 1. Is any portion of the proposed project located in estimated habitat as indicated on the most recent
Estimated Habitat Map of State-Listed Rare Wetland Wildlife published by the Natural Heritage and
Endangered Species Program?
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
Route 135, North Drive
b.Date of Map Westborough, MA 01581
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. ❑ Yes ® No If yes, include proof of mailing or hand delivery of NOI to:
Massachusetts Division of Marine Fisheries
251 Causeway Street, Suite 400
Boston, MA 02114
b. ❑ Not applicable—project is in inland resource area only
3. Is any portion of the proposed project within an Area of Critical Environmental Concern (ACEC)?
a. ❑ Yes ® No If yes, provide name of ACEC (see instructions to WPA Form 3 or DEP
Website for ACEC locations). Note: electronic filers click on Website.
b.ACEC
wpaform3.doc•rev.3/29/05 Page 5 of 7
Massachusetts Department of Environmental Protection Provided by DEP:
Bureau of Resource Protection - Wetlands
DEP File Number
WPA Form 3 - Notice of Intent
� Document Transaction Number
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem
City/Town
D. Other Applicable Standards and Requirements
Online Users: 4. Is any portion of the site subject to a Wetlands Restriction Order under the Inland Wetlands
Include your Restriction Act(M.G.L. c. 131, §40A)or the Coastal Wetlands Restriction Act (M.G.L. c. 130, § 105)?
document
transaction a. ❑ Yes ® No
number
(provided on
your receipt 5. Is any activity within any Resource Area or Buffer Zone exempt from performance standards of the
page)with all wetlands regulations, 310 CMR 10.00.
supplementary
information you a. ® Yes ❑ No If yes, describe which exemption applies to this project:
submit to the 10.58(6)(a)
Department. b. Exemption
6. Is this project subject to the DEP Stormwater Policy? a. ❑ Yes ® No
If yes, stormwater management measures are required. Applicants should complete the Stormwater
Management Form and submit it with this form.
b. If no, explain why the project is exempt:
This project includes the routine maintenance and operation of stormwater outfalls, culverts, and
other stormwater structures located throughout the City of Salem.
E. 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.
t. ❑ 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. ❑ Other material identifying and explaining the determination of resource area boundaries
shown on plans (e.g., a DEP BVW Field Data Form).
4. ® List the titles and dates for all plans and other materials submitted with this NOI.
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. ❑ Attach proof of mailing for Massachusetts Division of Marine Fisheries, if needed.
a. ❑ Attach NOI Wetland Fee Transmittal Form
9. ❑ Attach Stormwater Management Form, if needed.
wpaform3.doc•rev.3/29/05 Page 6 of 7
Massachusetts Department of Environmental Protection Provided by DEP:
— Bureau of Resource Protection - Wetlands DEP Fila Number
WPA Form 3 - Notice of Intent
Document Transaction Number
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem
City/Town
F. Fees
The fees for work proposed under each Notice of Intent must be calculated and submitted to the
Conservation Commission and the Department (see Instructions and NOI Wetland Fee Transmittal
Form).
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:
N/A N/A
1.Municipal Check Number 2.Check date
N/A N/A
3.State Check Number 4.Check date
N/A N/A
5.Payor name on check: First Name 6.Payor name on check:Last Name
G. 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 in writing by hand delivery or certified mail
(receipt requested)to all abutters within 100 feet of the property line of the project location.
6119lu8
ature of Applicant Datef
Signature of Property Owner(if different) Date
Signature of Representative(if any) Date
For Conservation Commission:
Two copies of the completed Notice of Intent(Form 3), including supporting plans and documents;two copies
of pages 1 and 2 of the NOI Wetland Fee Transmittal Form; and the city/town fee payment must be sent to the
Conservation Commission by certified mail or hand delivery.
For DEP:
One copy of the completed Notice of Intent(Form 3), including supporting plans and documents; one copy of
pages 1 and 2 of the NOI Wetland Fee Transmittal Form; and a copy of the state fee payment must be sent to
the DEP Regional Office (see Instructions) by certified mail or hand delivery. (E-filers may submit these
electronically.)
Other:
If the applicant has checked the "yes'box in any part of Section D, Item 3, above, refer to that section and the
Instructions for additional submittal requirements.
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.3/29/05 Page 7 of 7
� a
Culvert Maintenance NOI Description
06/20/2008
Nature of Work:
The City of Salem maintains numerous drainage conduits and outfalls on public property
and on private property easements. In an effort to improve the effectiveness of the
drainage infrastructure, the City of Salem intends to perform cleaning and maintenance of
the drains and surrounding areas to remove accumulated debris.
The work will consist of three types of activities:
1) Carry Out: Maintenance workers will travel on foot to the drainage locations and
remove accumulated trash, logs, and vegetation from within the drainage culverts
and in the immediate vicinity of the inlets or outfalls. Trash will be carried out
and disposed of at a landfill, vegetation will be redistributed in the area
surrounding each location upgradient of the resource area.
2) Vacuum excavation and cleaning: Maintenance workers position equipment on
the adjacent roadway or upgradient of the resource areas and will remove sand,
silt, and accumulated debris from the culverts, inlets, and outlets using a hydro-
jetting machine and vacuum excavation (Vactor). Debris removed in this manner
will be hauled to a storage location to be dewatered and disposed of in a manner
similar to catch basin cleanings.
3) Clearing and excavation within the resource area: In a few locations,
maintenance workers will need to drive excavation equipment off the road within
the wetland area buffer zone and clear vegetation as required to allow access to
remove soil and debris accumulated around the piped inlets and outlets. Prior to
excavation, each location will be surrounded by erosion and sedimentation
barriers to prevent siltation within the resource area. Debris removed in this
manner will be hauled to a storage location to be dewatered and disposed of in a
manner similar to catch basin cleanings.
City of Salem, Culvert Maintenance Project
Conservation Commission Meeting
06/26/2008
Nature of Work:
The City of Salem maintains numerous drainage conduits and outfalls on public property
and on private property easements. In an effort to improve the effectiveness of the
drainage infrastructure, the City of Salem intends to perform cleaning and maintenance of
the drains and surrounding areas to remove accumulated debris.
The work will consist of three types of activities:
1) Carry Maintenance workers will travel on foot to the drainage locations and
remove accumulated trash, logs, and vegetation from within the drainage culverts
and in the immediate vicinity of the inlets or outfalls. Trash will be carried out
and disposed of at a landfill,vegetation will be redistributed in the area
surrounding each location upgradient of the resource area.
2) Vacuum excavatiop_and cleaning: Maintenance workers position equipment on
the adjacent roadway or upgradient of the resource areas and will remove sand,
silt, and accumulated debris from the culverts, inlets, and outlets using a hydro-
jetting machine and vacuum excavation (Vactor). Debris removed in this manner
will be hauled to a storage location to be dewatered and disposed of in a manner
similar to catch basin cleanings.
3) Clearing and excavation within the resource area: In a few locations,
maintenance workers will need to drive excavation equipment off the road within
the wetland area buffer zone and clear vegetation as required to allow access to
remove soil and debris accumulated around the piped inlets and outlets. Prior to
excavation, each location will be surrounded by erosion and sedimentation
barriers toP revent sedimentation within the resource area. Debris removed in this
manner will be hauled to a storage location to be dewatered and disposed of in a
manner similar to catch basin cleanings.
Categories of Work Activities to be Performed per Project Area:
No Work To Be Performed
Project Area#10
Category 1 —Carry Out
Project Area#'s 3, 6, 7, 8b, 8c, 9a, 12, 14, 15, 16, 18a, 18b, 20, 22
Category 2 —Vacuum Excavation and Cleaning
Project Area#'s 1, 2, 4a, 4b, 11 a, 13a, 19a, 21
Category 3 —Clearing and Excavation within the Resource Area
Project Area#'s 4c, 5, 8a, 9b, I Ib, 13b, 17a, 17b, 19b, 23
GaNWTM
CITY OF SALEM
CONSERVATION COMMISSION
June 23, 2008
DEP
Northeast Regional Office
205B Lowell Street
Wilmington, MA 01887
Re: Notice of Intent
Maintenance and Cleaning of Stormwater Culverts at various
locations throughout Salem, Massachusetts
To Whom It May Concern:
Enclosed, please find the Notice of Intent application for the above referenced project. A
description of the project is attached as well as photos of the various locations that
maintenance and cleaning is proposed.
This project is scheduled to be before the Conservation Commission during its June 26,
2008 meeting.
If you have any further questions, please feel free to contact me at 978-619-5685.
Sincerely,
Carey D ques
Conservation Agent/ Staff Planner
Enclosures
Page 1 of 1
Carey Duques
From: Carey Duques
Sent: Thursday, May 15, 2008 6:10 PM
To: David Knowlton
Subject: Culvert Cleaning
David,
As I mentioned in an email last week, the Conservation Commission approved the removal of debris from several
city culverts. Only debris that can be removed by walking in and carrying out the material has been approved to
date. The sites the Commission approved this work at includes the following locations (these were taken from
New England Civil Engineering Corp Drainage Culvert Mapping and Semi-Annual Inspections Addendum No. 1,
dated April 2008).
The Commission looked at thepP
hotos in Appendix C
P
• #3 MPB- Hospital Parking Lot to Story Rd. Park
• #6 SR-C11- Highland Ave
• #7 FR-C15- Swampscott Road
• #8b and c FR-C14-Swampscott Road
• #9a FR-C13- Swampscott Road
• #12 FR-COB- Swampscott Road
• #14 debris removal, there may not be an outfall, unclear- Possible Outfall, end f Buena Vista Ave
• #15 SR-009A-North of Fillmore Rd
• #16 SR-009B- North of Fillmore Rd
• #18 a and b— Hydraulic Restrictions, downstream of Culvert FR-006
Please let me know PRIOR to ANY work being done. The Commission is requiring that I meet who ever is
doing the work on site to explain what is permitted.
Thanks,
Carey
Carey R.Duques
Conservation Agent/Staff Planner
Department of Planning and Community Development
120 Washington Street
Salem,MA 01970
(p) 978-619-5685
(f) 978-740-0404
cduquesQsatem.com
v�y.salemxom
5/15/2008
Page 1 of 1
Carey Duques
m ... . .,m„�
From: Carey Duques
Sent: Thursday, May 08, 2008 8:05 PM
To: David Knowlton
Cc: Jason Silva
Subject: Cleaning of Culverts
David,
I spoke with the Con Com this evening at the regularly scheduled meeting about cleaning out the culverts,
specifically about removing the debris by hand, not excavating, and properly disposing of the material away from
the resource areas. The commission requires that there be a foreman overseeing all activities and that the
foreman meet with me prior to completing any work on site. They will allow the regular maintenance of the
culverts, aka removal of debris, trash, etc by hand. I will be out of the office until Tuesday May 13, but let's touch
base then so we can coordinate this activity.
Thanks,
Carey
CareyR Duques
Conservation Agent/Staff Planner
Department of Planning and Community Development
120 Washington Street
Salem,MA 01970
(p) 978-619-5685
(f) 978-740-0404
cduques c@salem.com
�salem.com
5/15/2008
d by DEP`:�'""� -'. ,s
Massachusetts Department o nvtr�nmental Protection qtr,
Bureau of Resource Protection - Wetlands E eta` `= E ' ur H
DEP File Number Rte `x
WPA Form 3 - Notice of Intent g ' F
pDocument Transaction Numberj
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Sal .am zwa, . ,
City/Town
Important:filling
Whenofilling out A. General Information
forms on the
computer,use 1. Project Location (Note: electronic filers will click on button for GIS locator):
only the tab key
to move your Various City Stormwater O IIse Salem 01970
cursor-do not a.Street Address b.City/Town c.Zip Code
use the return
key. various various
Latitude and Longitude: d.Latitude e. Longitude
Q various various
f.Assessors Map/Plat Number g. Parcel/Lot Number
2. Applicant:
David Knowlton City of Salem
a. First Name b.Last Name c.Company
Note: 120 Washington Street
Before d.Mailing Address
completing this Salem MA 01970
form consult
your local e.Cityrrown f.State g.Zip Code
Conservation 978-619-5670 dknowlton@salem.com
Commission h. Phone Number i. Fax Number j.Email address
regarding any
municipal bylaw 3. Property owner(if different from applicant): ❑ Check if more than one owner
or ordinance.
City of Salem
a. First Name b. Last Name c.Company
93 Washington Street
d. Mailing Address
Salem MA 01970
e.City/Town I.State g.Zip Code
978-619-5600
h. Phone Number I. Fax Number j.Email address
4. Representative (if any):
a. Firm
b.Contact Person First Name c.Contact Person Last Name
d. Mailing Address
e.City/Town I.State g.Zip Code
h. Phone Number I. Fax Number j.Email address
5. Total WPA Fee Paid (from NOI Wetland Fee Transmittal Form):
n/a n/a n/a
a.Total Fee Paid b.State Fee Paid c.Cityrrown Fee Paid
6. General Project Description:
General maintenance and maintenance and cleaningof stormwater outfalls at various locations throughout Salemstormwater outfalls at various locations throughout Salem.
wpaform3.doc•rev.3/29/05 Page 1 of 7
Massachusetts Department of Environmental Protection Provmed by DEP, ` Ciu
awl
Bureau of Resource Protection -Wetlands
WPA Form 3 - Notice of IntentL11 `
Ij Document Tiansaction Number
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40
City/Town
A. General Information (continued)
7. Project Type Checklist:
a. ❑ Single Family Home b. ❑ Residential Subdivision
c. ❑ Limited Project Driveway Crossing d. ❑ Commercial/Industrial
e. ❑ Dock/Pier f. ❑ Utilities
g. ❑ Coastal Engineering Structure h. ❑ Agriculture—cranberries, forestry
i. ❑ Transportation j. ® Other
8. Property recorded at the Registry of Deeds for:
Essex various
a.County b. Page Number
various
c.Book d.Certificate#(if registered land)
9. Has work been performed on the property under an Order of Resource Area Delineation involving
Simplified Review within 3 years of the date of this application?
a. ❑ Yes 'b. ® No
10. Buffer Zone Only- Is the project located only in the Buffer Zone of a bordering vegetated wetland,
inland bank, or coastal resource area?
a. ❑ Yes -answer 11 below, then skip to Section C.
b. ® No -skip to Section B.
If yes, no Notice of Intent or Request for Determination of Applicability may be filed for work within the
50-foot-wide area in the Buffer Zone along the resource area during the three-year term of an Order
of Resource Area Delineation, or any Extended Order, or until the applicant receives a Certificate of
Compliance, whichever is later.
11. Buffer Zone Setback—For projects that involve work only in the buffer zone, select the applicable
adjacent resource area (check one):
a. ❑ BVW b. ❑ inland bank c. ❑ coastal resource area
The distance between the closest project disturbance and the associated resource area is:
d.linear feet
wpaform3.doc•rev.3/29/05 Page 2 of 7
Massachusetts Department of Environmental Protection Provided
Bureau of Resource Protection -Wetlands
WPA Form 3 Notice of Intent
I i,yi,&'Docs„u.w.,,,ment Transadt,on Number
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40
City/Town
B. Resource Area Effects
1. Inland 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.
Online Users:
Include your Resource Area "Size off Pt000sed Alteration Proposed Replacement(if any)
document
transaction a. ® Bank ��.linear feet 2.linear feet
number b. ❑ Bordering Vegetated
(provided on Wetland1.square feet 2.square feet
your receipt
page)with all c. ® Land Under 1.square feet z.square feet
supplementary Waterbodies and
information you Waterways
submit to the 3.cubic y r dged
Department. d. ® Bordering Land ,
Subject to Flooding square feet 2.square feet
3.cubic feet of flood storage lost 4.cubic feet of flood storage replaced
e. ❑ Isolated Land Subject
to Flooding 1.square feet
` ? 2.cubic feet of flood sto 3.cubic feet of flood storage replaced
f. ® Riverfront area 1. arae of Waterway(if available)
1.Width of Riverfront Area (check one):
Pl° ❑ 25 ft. - Designated Densely Developed Areas only
❑ 100 ft. - New agricultural projects only
❑ 200 ft. -All other projects
z. Total area of Riverfront Area on the site of the proposed project: Square Feet
3. 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.
4. Has an alternatives analysis been done and is it attached to this NOI? ❑ Yes❑ No
5. Was the lot where the activity is proposed created prior to August 1, 1996? ❑ Yes❑ No
wpaform3.doc•rev.3/29/05 Page 3 of 7
Massachusetts Department of Environmental Protection Provided WIDER
Bureau of Resource Protection -Wetlands a5rE� nre � 4" �r
1DEP File Number�ke
hf '`ifl �
LlWPA Form 3 - Notice of Intent � � i tr rr ,
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 LDowmentTmnsactionpNumber
Salem
CityrFown
B. Resource Area Effects
2. Coastal Resource Areas:
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 a. ❑ Designated Port Areas Indicate size under Land Under the Ocean, below
number
(provided on b. ❑ Land Under the Ocean 1.square feet
your receipt
page)with all 2.Cubic yards dredged
supplementary Indicate size under Coastal Beaches and/or Coastal Dunes
information you c. ❑ Barrier Beach below
submit to the
Department. d. ❑ Coastal Beaches 1.Square feet 2.Cubic yards beach nourishment
e. ❑ Coastal Dunes 1.Square feet 2.Cubic yards dune nourishment
f. ❑ Coastal Banks 1. Linear feet
Rock Int rti I
g Ely e da Shores 1.Square feet
h.❑ Salt Marshes 1.Square feet 2.Sq ft restoration,rehab.,or creation
i. ❑ Land Under Salt Ponds 1.Square feet
2.Cubic yards dredged
j. ❑ Land Containing
Shellfish 1.Square feet 2.Square feet restoration,rehab.
k. ❑ Fish Runs Indicate size under Coastal Banks, inland Bank, Land Under the
Ocean, and/or inland Land Under Waterbodies and Waterways,
above
1.Cubic yards dredged
i. ❑ Land Subject to Coastal
Storm Flowage 1.Square feet
3. Limited Project:
Is any portion of the proposed activity eligible to be treated as a limited project subject to 310 CMR
10.24 or 310 CMR 10.53?
a. ® Yes ❑ No If yes, describe which limited project applies to this project:
310 CMR 10.24(7)(c)2 and 3
b.Limited Project
wpaform3.doc•rev.3/29/05 Page 4 of 7
Massachusetts Department of Environmental Protection ?rL1
oudedrbyDEP: E r �
Bureau of Resource Protection -Wetlands
i,iDEP Fele Number SES ��.�,r F
WPA Form 3 - Notice of Intent
���� pocument Transaction Number;
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40
Cityrrown
C. Bordering Vegetated Wetland Delineation Methodology
Check all methods used to delineate the Bordering Vegetated Wetland (BVW)boundary:
Online Users: t. ❑ Final Order of Resource Area Delineation issued by Conservation Commission or DEP
Include your (attached)
document
transaction 2. ❑ DEP BVW Field Data Form (attached)
number
(provided on 3 ❑ Final Determination of Applicability issued by Conservation Commission or DEP (attached)
your receipt
page)with all 4. ® Other Methods for Determining the BVW Boundary(attach documentation):
supplementary
information you a. ® 50% or more wetland indicator plants
submit to the
Department. b. ® Saturated/inundated conditions exist
c. ❑ Groundwater indicators
d. ® Direct observation
For all projects
affecting other e. ❑ Hydric soil indicators
Resource
Areas, please f. ❑ Credible evidence of conditions prior to disturbance
attach a
narrative 5. Other resource areas delineated:
explaining how D. Other Applicable Standards and Requirements
the resource pp q
area was
delineated. 1. Is any portion of the proposed project located in estimated habitat as indicated on the most recent
Estimated Habitat Map of State-Listed Rare Wetland Wildlife published by the Natural Heritage and
Endangered Species Program?
a. ❑ Yes ❑ No If yes, in de proof of mailing or hand delivery of NOI to:
Natural Heritage and Endangered Species Program
Division of Fisheries and Wildlife
Route 135, North Drive
�( b.Date of Map Westborough, MA 01581
For coastal projects only, is any portion of the proposed project located below the mean high water
line or in a fish run?
a.❑ Yes ❑ No If yes, include proof of mailing or hand delivery of NOI to:
Massachusetts Division of Marine Fisheries
251 Causeway Street, Suite 400
Boston, MA 02114
b. ❑ Not applicable—project is in inland resource area only
3. Is any portion of the proposed project within an Area of Critical Environmental Concern (ACEC)?
a. ❑ Yes ® No If yes, provide name of ACEC (see instructions to WPA Form 3 or DEP
Website for ACEC locations). Note: electronic filers click on Website.
b.ACEC
wpaform3.doc•rev.3/29/05 Page 5 of 7
I
Massachusetts Department of Environmental Protection Prouided by DEP: e
Bureau of Resource Protection - Wetlands
'r��DEP Fde Numbeyr,� C r ;
WPA Form 3 - Notice of Intent
Document Transaction Number,
Ll Massachusetts Wetlands Protection Act M.G.L. C. 131, §40 9
Salem
City/Tom
D. Other Applicable Standards and Requirements
Online Users: 4. Is any portion of the site subject to a Wetlands Restriction Order under the Inland Wetlands
Include your Restriction Act(M.G.L. c. 131, §40A)or the Coastal Wetlands Restriction Act (M.G.L. c. 130, § 105)?
document
transaction a. ❑ Yes ® No
number
(provided on
your receipt 5. Is any activity within any Resource Area or Buffer Zone exempt from performance standards of the
page)with all wetlands regulations, 310 CMR 10.00.
supplementary
information you a. ❑ Yes ❑ No If yes, describe which exemption applies to this project:
submit to the
Department. b.Exemption
6. Is this project subject to the DEP Stormwater Policy? a. ❑ Yes ® No
If yes, stormwater management measures are required. Applicants should complete the Stormwater
Management Form and submit it with this form.
b. If no, explain why the project is exempt:
This project includes the routine maintenance and operation of stormwater outfalls, culverts, and
other stormwater structures located throughout the City of Salem.
E. 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. ❑ Other material identifying and explaining the determination of resource area boundaries
shown on plans (e.g., a DEP BVW Field Data Form).
4. ❑ List the titles and dates for all plans and other materials submitted with this NOI.
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. ❑ Attach proof of mailing for Massachusetts Division of Marine Fisheries, if needed.
a. ❑ Attach NOI Wetland Fee Transmittal Form
9. ❑ Attach Stormwater Management Form, if needed.
wpaform3.doc•rev.3/29/05 Page 6 of 7
Massachusetts Department of Environmental Protection Provided by oePi �
Bureau of Resource Protection - Wetlands �' I� k °� rIL a 5pj'I
�1�DEP File Number �"'wi'�°
WPA Form 3 - Notice of IntentL11
h�DocumentTiansaction Number;
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem
City/Town
F. Fees
The fees for work proposed under each Notice of Intent must be calculated and submitted to the
Conservation Commission and the Department (see Instructions and NOI Wetland Fee Transmittal
Form).
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:
N/A N/A
1. Municipal Check Number 2.Check date
N/A N/A
3.State Check Number 4.Check date
N/A N/A
5.Payor name on check:First Name 6. Payor name on check:Last Name
G. 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 in writing by hand delivery or certified mail
(return receipt requested) to all abutters within 100 feet of the property line of the project location.
Signature of Applicant Date
Signature of Property Owner(if different) Date
Signature of Representative(if any) Date
For Conservation Commission:
Two copies of the completed Notice of Intent(Form 3), including supporting plans and documents; two copies
of pages 1 and 2 of the NOI Wetland Fee Transmittal Form; and the city/town fee payment must be sent to the
Conservation Commission by certified mail or hand delivery.
For DEP:
One copy of the completed Notice of Intent(Form 3), including supporting plans and documents; one copy of
pages 1 and 2 of the NOI Wetland Fee Transmittal Form; and a copy of the state fee payment must be sent to
the DEP Regional Office (see Instructions) by certified mail or hand delivery. (E-filers may submit these
electronically.)
Other:
If the applicant has checked the"yes" box in any part of Section D, Item 3, above, refer to that section and the
Instructions for additional submittal requirements.
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.3/29/05 Page 7 of 7
Massachusetts Department of Environmental Protection
Bureau of Resource Protection - Wetlands
NOI Wetland Fee Transmittal Form
1 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40
Important: A. Applicant Information
When filling out
forms on the 1. Applicant:
computer, use
only the tab
key to move a. First Name b.Last Name c.Company
your cursor-
do not use the d.Mailing Address
return key.
e.City/Town T.State g.Zip Code
h. Phone Number
2. Property Owner(if different):
a. First Name b.Last Name c.Company
d. Mailing Address
e.City/Town f.State g.Zip Code
h.Phone Number
3. Project Location:
a.Street Address b.Cityrrown
To calculate
filing fees, refer B Fees
to the category Notice of Intent(Form 3) or Abbreviated Notice of Intent(Form 4):
fee list and
examples in the
instructions for The fee should be calculated using the following six-step process and worksheet. Please see
filling out WPA Instructions before filling out worksheet.
Form 3(Notice of
Intent). Step 1/Type of Activity: Describe each type of activity that will occur in wetland resource area and
buffer zone.
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 51Total Project Fee: Determine the total project fee by adding the subtotal amounts from Step 4.
Step 6/Fee 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.
W inaformS.doc•NOI Welland Fee Transmittal Form•rev.3/1/05 Page 1 of 2
Massachusetts Department of Environmental Protection
L1Bureau of Resource Protection -Wetlands
1 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
Step 5/Total Project Fee:
Step 6/Fee Payments:
Total Project Fee: a.Total fee from Step 5
State share of filing fee: b. 1/2 total fee less$12.50
City/Town share of filling fee: 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.
c.) To DEP 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.)
Wpaform3.doc•NOI Welland Fee Transmittal Farm•rev.3/1/05 Page 2 of 2
Massachusetts Department of Environmental Protection
Bureau of Resource Protection - Wetlands
Stormwater Management Form
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40
7L,
A. Property Information
Important:
When filling out 1. The proposed project is:
forms on the
computer, use a. New development ❑ Yes ❑ No
only the tab
key to move b. Redevelopment ❑ Yes ❑ No
your cursor-
do not use the (If yes, distinguish redevelopment components from
return key. c. Combination Yes ❑ No new development components on plans).
as 2. Stormwater runoff to be treated for water quality is based on the following calculations:
a. ❑ 1 inch of runoff x total impervious area of post-development site for discharge to critical areas
(Outstanding Resource Waters, recharge areas of public water supplies, shellfish growing areas,
swimming beaches, cold water fisheries).
Note: b. ❑ 0.5 inches of runoff x total impervious area of post-development site for other resource areas.
This November
2000 version of
the Stormwater
Management B. Stormwater Management Standards
Form supersedes
earlier versions
including those 9 Y(March 1997 Polic ement DEP's Stormwater Management includes nine standards that are listed on the
)
contained in following pages. Check the appropriate boxes for each standard and provide documentation and
DEP's additional information when applicable.
Stormwater
Handbooks. Standard #1: Untreated stormwater
a. ❑ The project is designed so that new stormwater point discharges do not discharge untreated
stormwater into, or cause erosion to, wetlands and waters.
Standard #2: Post-development peak discharges rates
a. ❑ Not applicable—project site contains waters subject to tidal action.
Post-development peak discharge does not exceed pre-development rates on the site at the point of
discharge or downgradient property boundary for the 2-yr, 10-yr, and 100-yr, 24-hr storm.
b. ❑ Without stormwater controls
c. ❑ With stormwater controls designed for the 2-yr, and 10-yr storm, 24-hr storm.
d. ❑ The project as designed will not increase off-site flooding impacts from the 100-yr,24-hr storm.
Wpaform3.doe•Stormwater Management Form•rev.3/1M Page 1 of 5
L1Massachusetts Department of Environmental Protection
Bureau of Resource Protection -Wetlands
1 Stormwater Management Form
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40
B. Stormwater Management Standards (cont.)
Standard #3: Recharge to groundwater
Amount of impervious area (sq. ft.)to be infiltrated: a.square feet
Volume to be recharged is based on:
b. ❑ The following Natural Resources Conservation Service hydrologic soils groups (e.g. A, B, C,
D, or UA)or any combination of groups:
1.%of impervious area 2.Hydrologic soil group 3.%of impervious area 4. Hydrologic soil group
5.%of impervious area 6.Hydrologic soil group 7.%of impervious area 8. Hydrologic soil group
c. ❑ Site specific pre-development conditions: 1. Recharge rate 2.Volume
d. Describe how the calculations were determined:
e. List each BMP or nonstructural measure used to meet Standard#3 (e.g. dry well, infiltration trench).
Does the annual groundwater recharge for the post-development site approximate the annual
recharge from existing site conditions?
f. ❑ Yes ❑ No
Standard #4: 80%TSS Removal
a. ❑ The proposed stormwater management system will remove 80% of the post-development
site's average annual Total Suspended Solids (TSS) load.
b. Identify the BMP's proposed for the project and describe how the 80%TSS removal will be
achieved.
Wpaform3.doc•Stormwater Management Form•rev.3/1/05 Page 2 of 5
Massachusetts Department of Environmental Protection
Bureau of Resource Protection -Wetlands
Stormwater Management Form
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40
B. Stormwater Management Standards (cont.)
c. If the project is redevelopment, explain how much TSS will be removed and briefly explain why 80%
removal cannot be achieved.
Standard #5: Higher potential pollutant loads
See Stormwater
Policy Handbook Does the project site contain land uses with higher potential pollutant loads
Vol. I, page 1-23,
for land uses of a. ❑ Yes ❑ No b. If yes, describe land uses:
high pollutant
loading (see
Instructions).
c. Identify the BMPs selected to treat stormwater runoff. If infiltration measures are proposed,
describe the pretreatment. (Note: If the area of higher potential pollutant loading is upgradient of a
critical area, infiltration is not allowed.)
Standard #6: Protection of critical areas
See Stormwater Will the project discharge to or affect a critical area?
Policy Handbook
Vol. I, page 1 -25,
for critical areas a. ❑ Yes ElNo b. If yes, describe areas:
(see
Instructions).
c. Identify the BMPs selected for stormwater discharges in these areas and describe how BMPs meet
restrictions listed on pages 1-27 and 1-28 of the Stormwater Policy Handbook—Vol. I:
Woform3doc•Stormwater Management Form•rev.3/1/05 Page 3 of 5
Massachusetts Department of Environmental Protection
Bureau of Resource Protection - Wetlands
Stormwater Management Form
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40
B. Stormwater Management Standards (cont.)
Note:
components of Standard#7: Redevelopment projects
redevelopment
projects which Is the proposed activity a redevelopment project?
plan to develop
previously a. ❑ Yes ❑ No b. If yes, the following stormwater management standards have been met:
undeveloped
areas do not fall
under the scope
of Standard 7.
c.The following stormwater standards have not been met for the following reasons:
d. ❑ The proposed project will reduce the annual pollutant load on the site with new or improved
stormwater control.
Standard#8: Erosion/sediment control
a. ❑ Erosion and sediment controls are incorporated into the project design to prevent erosion,
control sediments, and stabilize exposed soils during construction or land disturbance.
Standard#9: Operation/maintenance plan
a. ❑ An operation and maintenance plan for the post-development stormwater controls have been
developed.The plan includes ownership of the stormwater BMPs, parties responsible for operation
and maintenance, schedule for inspection and maintenance, routine and long-term maintenance
responsibilities, and provision for appropriate access and maintenance easements extending from a
public right-of-way to the stormwater controls.
b. Plan/Title c.Date
d.PlaNritle e. Date
W pafoma.doc•Stomr ater Management Fonn•rev.3/1/05 Page 4 of 5
L11Massachusetts Department of Environmental Protection
Bureau of Resource Protection -Wetlands
Stormwater Management Form
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40
C. Submittal Requirements
Online Users: DEP recommends that applicants submit this form, as well as, supporting documentation and plans,
Include your with the Notice of Intent to provide stormwater management information for Commission review
document consistent with the wetland regulations (310 CMR 10.05 (6)(b))and DEP's Stormwater Management
transaction Policy(March 1997). If a particular stormwater management standard cannot be met, information
number should be provided to demonstrate how equivalent water quality and water quantity protection will be
(provided on provided. DEP encourages engineers to use this form to certify that the project meets the stormwater
your receipt management standards as well as acceptable engineering standards. For more information, consult
page)with all the Stormwater Management Policy.
supplementary
information you
submit to the
Department. D. Signatures
Applicant Name Date
Signature
Representative(if any) Date
Signature
Wpafom3.doc•Stom eater Management Farm•rev.3/1/05 Page 5 of 5