HomeMy WebLinkAbout20260825 NOI Town of Barnstable Long Pond Area Sewer Expansion Project 1LONG POND AREA SEWER EXPANSION PROJECT
TOWN OF BARNSTABLE, MA
1234 Chestnut Street, Suite 102, Newton, MA 02464 > ectinc.com > 617.546.3113
August 25, 2026
Attn: Edwin Hoopes, Conservation Administrator
Town of Barnstable Conservation Commission
230 South Street
Hyannis, MA 02601
Re: Notice of Intent
Project: Long Pond Area Sewer Expansion Project
Applicant: Town of Barnstable, Department of Public Works
Dear Mr. Hoopes:
On behalf of the Applicant, the Town of Barnstable Department of Public Works, please find
enclosed the Notice of Intent and attached plans for the proposed Long Pond Area Sewer Expansion
Project. This Notice of Intent is being filed in accordance with the Massachusetts Wetlands
Protection Act (M.G.L. Chapter 131 § 40), the Wetlands Protection Regulations (310 CMR 10), and the
Town of Barnstable’s Wetlands Protection regulations (Chapters 237 and 704).
Please find the following documents attached:
· Town of Barnstable NOI Checklist
· MassDEP Transmittal Form
· WPA Form 3 – Notice of Intent
· Narrative and Drawings
Please do not hesitate to contact me if there are any questions or concerns. I can be reached at
lfrank@ectinc.com or (508) 930-0876.
Sincerely,
Lauren Frank, P.E.
Project Manager
cc: Massachusetts Department of Environmental Protection
Town of Barnstable Department of Public Works
PN: 250798
Chap 707/rev. March 2026 Page 1
CHAPTER 707
Regulation Governing Minimum Submission
Requirements for a Notice of Intent Application
The Barnstable Conservation Commission has adopted the following requirements in order to obtain more
consistently complete submission documents necessary for a thorough and efficient review of all Notice of Intent
(NOI) applications. Failure to complete any of the items in this checklist may result in your application being
denied.
Applicant or applicant’s agent should check each box denoting that the task has been completed or in certain
instances, like field staking, denoting that the task will be completed. The following submission checklist covers the
requirements of Chapter 237, Wetlands Protection, of the Part I General Ordinances of the Code of the Town of
Barnstable. This checklist shall be submitted to the Barnstable Conservation Division with the NOI application.
1. Requirements
a. The applicant understands, unless they’ve instructed otherwise, they are applying both
under the Massachusetts Wetlands Protection Act M.G.L. c.131,§40 and
Chapter 237 of the Town of Barnstable General Ordinances.
b. Attach a written narrative to the NOI application (WPA Form 3), available at:
www.mass.gov/eea/agencies/massdep/service/approvals/wpa-form-3.html
describing any project impacts and proposed mitigation as they relate to the following:
1) Any of the interests of Chapter 237 of the General Ordinances and the MassDEP
Wetlands Protection Act M.G.L. 131, §40.
2) The performance standards contained in the MassDEP Wetlands Protection Regulations
(310 CMR 10.00)
3) Chapter 704: Regulation Governing Activity in the 100-ft. Buffer Zone.
4) Chapter 703: Private Docks and Piers.
5) Any other applicable regulations (310 CMR 10.00 or as promulgated under Chapter 237
of the General Ordinances).
c. Enclose proper payment to cover the fee for Chapter 237 filings. Consult current Fee
Schedule at www.barnstable.gov/Conservation
d. Please indicate who is to record the Order of Conditions (check one):
Applicant Agent
2. Abutter Notification (See Abutter Notification Regulation, Chapter 706)
a. Contact the Conservation Division office at (508) 862-4093 regarding the docketing
process, or see current schedule of Conservation Hearings and submission deadlines at:
www.barnstable.gov/Conservation/
Town of Barnstable
Conservation Commission
230 South Street
Hyannis Massachusetts 02601
Office: 508-862-4093 E-mail: conservation@barnstable.gov
X
X
X
X
X
Fee
Exempt
X
X
X
Chap 707/rev. March 2026 Page 2
b. Provide a copy of the list of abutters within a 100 ft radius of the project parcel.
c. Provide a copy of the Assessor’s Map indicating the parcel of the project site and
showing the 100 ft radius of the project parcel.
d. Provide a copy of the abutter notification letter. Use the form letter provided in our Abutter
Notification Regulation (Chapter 706), available on the Conservation Division
website.
e. Email copies of the green return receipts, from the certified mailings to the abutters, as proof of
notification . If any mailings are returned, email a copy of the entire envelope,
indicating by postal service stamp the reason for return. You will retain the receipts
afterwards, not the Conservation Division.
f. I further certify under the penalties of perjury that all abutters were notified of the Notice of
Intent Application, pursuant to the requirements of Chapter 237 of the General Ordinances of the
Code of the Town of Barnstable. Notice must be made in writing by certified mail to all abutters
within 100 ft of the property line of the project location.
_______________________________________
Signature of Applicant or Representative Date
3. Field Staking:
a. On or before Tuesday, @ 8:30 a.m., one week prior to the scheduled public hearing, have
your project staked by a professional engineer or registered land surveyor showing all
outside corners of all proposed structures and the continuous proposed “limit of work” line.
Failure to have the site properly staked may result in the hearing being continued.
b. Have a wetland scientist or other qualified professional flag all wetland resource areas on or
within 100 ft of the work area. Make sure that the flags are sequentially numbered.
c. Provide a project identification stake with bright painted top and applicant name and address,
easily visible from the street approaching the site.
4. Legal Advertisement Fees:
a. Conservation will submit the legal ad for publication in a local newspaper. The applicant or
his/her agent is responsible for payment of the legal ad fee prior to the hearing. The exact
amount of the fee will be pre-calculated and posted on the Conservation Commission agenda on
the Town Clerks website the Thursday before the hearing. Payment of the legal ad fee must be
made by check (payable to the Town of Barnstable) and delivered to the Conservation office
either by hand-delivery or by mail (Barnstable Conservation, 230 South Street, Hyannis, MA
02601).
5. Minimum Documentation for a Complete Application:
a. Provide a completely filled-out (in all parts) NOI application as locally
adopted for the Town of Barnstable, including MassDEP Vegetated Wetland Field Data Form.
Indicate Assessor’s map and parcel of the project, as well as the street or road address, and
pertinent village (i.e., Hyannis, Centerville, Barnstable, etc).
b. Provide two (2) original project plans, stamped in blue or red ink (wet stamp). Plans must be
signed and dated by a Massachusetts licensed, professional engineer, land surveyor, architect or
landscape architect (as applicable), and shall be drawn at a readable scale (1" = 20' preferred).
For multi-acre sites, a second site plan, drawn at larger scale showing the entire site, should also
be provided.
X
X
X
X
X
X
Not Applicable -
town sewer project.
Provided at each
Sewer Pump Station.
X
X
X
X
August 17, 2026
Not Applicable -
Town sewer project
on multiple streets
Chap 707/rev. March 2026 Page 3
c. Provide a signed Permission to Access Property, Form PA. The form must be signed by the property
Owner, or legal representative and submitted with the NOI. .
Form PA is available at www.barnstable.gov/Conservation/.
d. For projects requiring mitigation plantings under Chapter 704 -3, 704-4, and 704-5,
mitigation planting location(s) shall clearly be shown on landscaping planting plan. The
planting plan shall include:
1. species (chosen from the Town of Barnstable Conservation Commission approved planting
lists), sizes, densities and/or quantities.
2. area calculations in 0’ - 50’ and 50’ – 100’ separately for the amount of mitigation planting
required.
3. the amount of mitigation planting proposed.
4. a note or indication stating the area between the proposed plants will either be planted with
an appropriate native seed mix or left to naturalize.
5. a note stating mulch may only be used under the dripline of proposed plants.
6. demarcation markers along the landward side of the mitigation planting area. The type of
demarcation marker shall be selected from the list approved by the Conservation
Commission.
e. Provide a copy of a U.S.G.S. locus map indicating the general area of the project site.
f. Provide a check for the Town of Barnstable portion of the required filing fee. (The portion
payable to the Commonwealth, see 7. e. below)
g. Provide any other documentation, photographs, architectural renderings or other supporting data
prepared by professionals competent in the field which may be relevant to the application.
6. The site plan shall also show:
a. All existing and proposed contours at 2-ft. minimum intervals (1-ft. preferred).
b. Clear delineation of all existing and proposed structures and features. Building structures must
be accurately dimensioned (fixed location) from property lines and wetland resource areas. Plans
shall provide sufficient detail to show all potential wetland impacts, mitigation, compensatory
areas, engineered structures, utilities, landscaping, etc. within the area of jurisdiction. On
complicated sites, existing and proposed conditions must be shown on separate sheets.
c. Locus inset map of the site clearly showing its location relative to surrounding public streets.
d. All wetland resource area flags by individual flag number (matched to the field) to clearly
identify all resource areas on or within 100 feet of the work area. The individual who performed
the flagging and date of flagging shall be identified on the plan next to the resource line.
e. Section views showing changes in grade, cuts and fills.
f. The plan shall clearly show the work limit line.
7. SUBMISSION OF THE COMPLETED APPLICATION WITH PLANS:
a. Email NOI application and all associated materials in PDF format to
Kimberly.Cavanaugh@barnstable.gov AND Edwin.Hoopes@barnstable.gov .
Do not include copies of checks.
It is recommended that the email is sent for review in advance of submitting the paper portion of
the filing to ensure it will be accepted.
All attachments must be named with the hearing date (year first), type, name, address. Example
20220301 NOI Smith 21 Main Street
Not Applicable -
Town Project
X
X
Fee Exempt
X
X
X
X
X
X
X
Chap 707/rev. March 2026 Page 4
b. Provide two (2) full NOI applications with folded plans (colored ink stamp) with signature/date
to the Town of Barnstable Conservation Division Office for administrative use;
c. Provide seven (7) additional collated copies of the NOI (with folded plans and all pertinent data
attached) to the Barnstable Conservation Division Office for distribution to, and review by,
Conservation Commission members. Any supplementary documentation for administrative
and commission review should be submitted as soon as possible prior to the scheduled public
hearing.*
d. Mail one (1) copy of the complete NOI with plan(s) to the Massachusetts Department of
Environmental Protection (MassDEP) Southeast Regional Office, 20 Riverside Dr., Lakeville, MA
02347. Send MassDEP portion of filing fee to: MA Department of Environmental Protection, Box
4062, Boston, MA 02211. MassDEP also recommends applicants send their Notices of Intent by
email to SERO_NOI@mass.gov.
e. For roadway construction or repair projects, provid e one electronic copy of the NOI and plans to
the Senior Project Manager Special Projects, c/o the Town of Barnstable Department of Public
Works, 382 Falmouth Road, Hyannis, MA 02601.
f. For coastal piers, dredging, coastal engineering structures or other coastal erosion control
projects, provide two hard copies of the NOI and plans to the Shellfish Biologist, c/o
Town of Barnstable Natural Resources, 1189 Phinney’s Ln., Centerville, MA 02632. In
addition, email a (PDF) version to:
1) shellfishNOI@barnstable.gov. (Email must be sent the same day as submission to the
Conservation Division); and
2) conservationprojects@barnstable.gov
g. Also, for coastal piers, dredging, coastal engineering structures, provide two hard copies
of the NOI and plans to the Harbormaster, c/o Town of Barnstable Marine and Environmental
Affairs (MEA), 1189 Phinney’s Ln., Centerville, MA 02632. In addition, email a (PDF) version
to:
1) harbormaster@barnstable.gov. (Email must be sent the same day as submission to the
Conservation Division); and
2) conservationprojects@barnstable.gov
Note: Please title the file for your NOI project as follows: a. Submission date, b. Last name of applicant,
c. Map/parcel of property, e.g., 082316-Smith-076024.
*Note: If a revised plan needs to be submitted prior to a hearing, please follow same instructions as 7. b. above (and submit to other
entities as may be applicable). Plan revisions must be clearly noted and dated in the revision block. (The same individual who
stamped the original plan must also stamp and sign the revised plan).
Submitted this day of in the year in accordance with the Town
of Barnstable “Regulation Governing Minimum Submission Requirements for a Notice of Intent Application” by:
(Print Name)
Owner / Applicant Signature Telephone Number
Owner’s Authorized Agent Signature Telephone Number
Approved: May 28, l997 Revised March 15, 2022
Revised: May 12, 2015 Revised February 5, 2025
Revised: August 23, with minor rev. Sept. 6, 2016 Revised March 17, 2026
X
X
X
X
25th August 2026
Lauren Frank
Lauren Frank (508) 930-0876
noifeetf.doc • Wetland Fee Transmittal Form • rev. 10/11 Page 1 of 2
Massachusetts Department of Environmental Protection
Bureau of Resource Protection - Wetlands
NOI Wetland Fee Transmittal Form
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40
Important: When
filling out forms
on the computer,
use only the tab
key to move your
cursor - do not
use the return
key.
A. Applicant Information
1. Location of Project:
272 South Main Street; Town ROWs
a. Street Address
Barnstable
b. City/Town
c. Check number
Exempt
d. Fee amount
2. Applicant Mailing Address:
Griffin
a. First Name
Beaudoin
b. Last Name
Town of Barnstable
c. Organization
382 Falmouth Road
d. Mailing Address
Hyannis
e. City/Town
MA
f. State
02601
g. Zip Code
508-790-6400
h. Phone Number
i. Fax Number
philip.beaudoin@barnstable.gov
j. Email Address
3. Property Owner (if different):
Mark
a. First Name
Ells
b. Last Name
Town of Barnstable
c. Organization
367 Main Street
d. Mailing Address
Hyannis
e. City/Town
MA
f. State
02601
g. Zip Code
508-862-4610
h. Phone Number
i. Fax Number
mark.ells@barnstable.gov
j. Email Address
To calculate
filing fees, refer
to the category
fee list and
examples in the
instructions for
filling out WPA
Form 3 (Notice of
Intent).
B. Fees
Fee should be calculated using the following process & worksheet. Please see Instructions before
filling out worksheet.
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 5/Total 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.
noifeetf.doc • Wetland Fee Transmittal Form • rev. 10/11 Page 2 of 2
Massachusetts Department of Environmental Protection
Bureau of Resource Protection - Wetlands
NOI Wetland Fee Transmittal Form
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40
B. Fees (continued)
Step 1/Type of Activity Step 2/Number
of Activities
Step
3/Individual
Activity Fee
Step 4/Subtotal Activity
Fee
Town Project - Exempt
1
$0.00
$0.00
Step 5/Total Project Fee:$0.00
Step 6/Fee Payments:
Total Project Fee: $0.00
a. Total Fee from Step 5
State share of filing Fee: $0.00
b. 1/2 Total Fee less $12.50
City/Town share of filling Fee: $0.00
c. 1/2 Total Fee plus $12.50
C. Submittal Requirements
a.) Complete pages 1 and 2 and send with a check or money order for the state share of the fee, payable to
the Commonwealth of Massachusetts.
Department of Environmental Protection
Box 4062
Boston, MA 02211
b.) To the Conservation Commission: Send the Notice of Intent or Abbreviated Notice of Intent; a copy of
this form; and the city/town fee payment.
To MassDEP Regional Office (see Instructions): Send a copy of the Notice of Intent or Abbreviated Notice of
Intent; a copy of this form; and a copy of the state fee payment. (E-filers of Notices of Intent may submit these
electronically.)
wpaform3.doc • rev. 12/4/2023 Page 1 of 9
4
Massachusetts Department of Environmental Protection
Bureau of Resource Protection - Wetlands
WPA Form 3 – Notice of Intent
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40
Provided by MassDEP:
MassDEP File Number
Document Transaction Number
Barnstable
City/Town
Important:
When filling out
forms on the
computer, use
only the tab key
to move your
cursor - do not
use the return
key.
Note:
Before
completing this
form consult
your local
Conservation
Commission
regarding any
municipal bylaw
or ordinance.
A. General Information
1. Project Location (Note: electronic filers will click on button to locate project site):
272 South Main Street; Town ROWs
a. Street Address
Barnstable
b. City/Town
02601
c. Zip Code
Latitude and Longitude: 41.646493
d. Latitude
-70.344414
e. Longitude
207
f. Assessors Map/Plat Number
109
g. Parcel /Lot Number
2. Applicant:
Griffin
a. First Name
Beaudoin
b. Last Name
Town of Barnstable
c. Organization
382 Falmouth Road
d. Street Address
Hyannis
e. City/Town
MA
f. State
02601
g. Zip Code
508-790-6400
h. Phone Number
i. Fax Number
philip.beaudoin@barnstable.gov
j. Email Address
3. Property owner (required if different from applicant): Check if more than one owner
Mark
a. First Name
Ells
b. Last Name
Town of Barnstable
c. Organization
367 Main Street
d. Street Address
Hyannis
e. City/Town
MA
f. State
02601
g. Zip Code
(508) 862-4610
h. Phone Number
i. Fax Number
mark.ells@barnstable.gov
j. Email address
4. Representative (if any):
Lauren
a. First Name
Frank
b. Last Name
Environmental Consulting & Technology, Inc.
c. Company
1234 Chestnut Street
d. Street Address
Newton
e. City/Town
MA
f. State
02464
g. Zip Code
508-930-0876
h. Phone Number
i. Fax Number
lfrank@ectinc.com
j. Email address
5. Total WPA Fee Paid (from NOI Wetland Fee Transmittal Form):
Exempt
a. Total Fee Paid
Exempt
b. State Fee Paid
Exempt
c. City/Town Fee Paid
wpaform3.doc • rev. 12/4/2023 Page 2 of 9
4
Massachusetts Department of Environmental Protection
Bureau of Resource Protection - Wetlands
WPA Form 3 – Notice of Intent
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40
Provided by MassDEP:
MassDEP File Number
Document Transaction Number
Barnstable
City/Town
A. General Information (continued)
6. General Project Description:
Long Pond Area Sewer Expansion Project: Installation of public sewer infrastructure including two
pumping stations to transition properties from private septic systems to municipal sewer service,
supporting long-term water quality and environmental protection in local groundwater and coastal
water resources.
7a. Project Type Checklist: (Limited Project Types see Section A. 7b.)
1. Single Family Home 2. Residential Subdivision
3. Commercial/Industrial 4. Dock/Pier
5. Utilities 6. Coastal engineering Structure
7. Agriculture (e.g., cranberries, forestry) 8. Transportation
9. Other
7b. Is any portion of the proposed activity eligible to be treated as a limited project (including Ecological
Restoration Limited Project) subject to 310 CMR 10.24 (coastal) or 310 CMR 10.53 (inland)?
1. Yes No If yes, describe which limited project applies to this project. (See 310 CMR
10.24 and 10.53 for a complete list and description of limited project types)
310 CMR 10.53 Inland
2. Limited Project Type
If the proposed activity is eligible to be treated as an Ecological Restoration Limited Project (310
CMR10.24(8), 310 CMR 10.53(4)), complete and attach Appendix A: Ecological Restoration Limited
Project Checklist and Signed Certification.
8. Property recorded at the Registry of Deeds for:
Barnstable
a. County
b. Certificate # (if registered land)
1192
c. Book
0087
d. Page Number
B. Buffer Zone & Resource Area Impacts (temporary & permanent)
1. Buffer Zone Only – Check if the project is located only in the Buffer Zone of a Bordering
Vegetated Wetland, Inland Bank, or Coastal Resource Area.
2. Inland Resource Areas (see 310 CMR 10.54-10.58; if not applicable, go to Section B.3,
Coastal Resource Areas).
Check all that apply below. Attach narrative and any supporting documentation describing how the
project will meet all performance standards for each of the resource areas altered, including
standards requiring consideration of alternative project design or location.
wpaform3.doc • rev. 12/4/2023 Page 3 of 9
4
Massachusetts Department of Environmental Protection
Bureau of Resource Protection - Wetlands
WPA Form 3 – Notice of Intent
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40
Provided by MassDEP:
MassDEP File Number
Document Transaction Number
Barnstable
City/Town
B. Buffer Zone & Resource Area Impacts (temporary & permanent) (cont’d)
For all projects
affecting other
Resource Areas,
please attach a
narrative
explaining how
the resource
area was
delineated.
Resource Area Size of Proposed Alteration Proposed Replacement (if any)
a. Bank
1. linear feet
2. linear feet
b. Bordering Vegetated
Wetland
1. square feet
2. square feet
c. Land Under
Waterbodies and
Waterways
1. square feet
2. square feet
3. cubic yards dredged
Resource Area Size of Proposed Alteration Proposed Replacement (if any)
d. Bordering Land
Subject to Flooding
1. square feet
2. square feet
3. cubic feet of flood storage lost
4. cubic feet replaced
e. Isolated Land
Subject to Flooding
1. square feet
2. cubic feet of flood storage lost
3. cubic feet replaced
f. Riverfront Area Unnamed Stream (inland)
1. Name of Waterway (if available) - specify coastal or inland
2. Width of Riverfront Area (check one):
25 ft. - Designated Densely Developed Areas only
100 ft. - New agricultural projects only
200 ft. - All other projects
3. Total area of Riverfront Area on the site of the proposed project: 5,270 (previously
altered, currently lawn)
4. Proposed alteration of the Riverfront Area:
4,981
a. total square feet
0
b. square feet within 100 ft.
4,981
c. square feet between 100 ft. and 200 ft.
5. Has an alternatives analysis been done and is it attached to this NOI? Yes No
6. Was the lot where the activity is proposed created prior to August 1, 1996? Yes No
3. Coastal Resource Areas: (See 310 CMR 10.25-10.35)
Note: for coastal riverfront areas, please complete Section B.2.f. above.
wpaform3.doc • rev. 12/4/2023 Page 4 of 9
4
Massachusetts Department of Environmental Protection
Bureau of Resource Protection - Wetlands
WPA Form 3 – Notice of Intent
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40
Provided by MassDEP:
MassDEP File Number
Document Transaction Number
Barnstable
City/Town
B. Buffer Zone & Resource Area Impacts (temporary & permanent) (cont’d)
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
document
transaction
number
(provided on
your receipt
page) with all
supplementary
information you
submit to the
Department.
Resource Area Size of Proposed Alteration Proposed Replacement (if any)
a. Designated Port Areas Indicate size under Land Under the Ocean, below
b. Land Under the Ocean
1. square feet
2. cubic yards dredged
c. Barrier Beach Indicate size under Coastal Beaches and/or Coastal Dunes below
d. Coastal Beaches
1. square feet
2. cubic yards beach nourishment
e. Coastal Dunes
1. square feet
2. cubic yards dune nourishment
Size of Proposed Alteration Proposed Replacement (if any)
f. Coastal Banks
1. linear feet
g. Rocky Intertidal
Shores
1. square feet
h. Salt Marshes
1. square feet
2. sq ft restoration, rehab., creation
i. Land Under Salt
Ponds
1. square feet
2. cubic yards dredged
j. Land Containing
Shellfish
1. square feet
k. Fish Runs Indicate size under Coastal Banks, inland Bank, Land Under the
Ocean, and/or inland Land Under Waterbodies and Waterways,
above
1. cubic yards dredged
l. Land Subject to
Coastal Storm Flowage
1. square feet
4. Restoration/Enhancement
If the project is for the purpose of restoring or enhancing a wetland resource area in addition to the
square footage that has been entered in Section B.2.b or B.3.h above, please enter the additional
amount here.
a. square feet of BVW
b. square feet of Salt Marsh
5. Project Involves Stream Crossings
a. number of new stream crossings
b. number of replacement stream crossings
wpaform3.doc • rev. 12/4/2023 Page 5 of 9
4
Massachusetts Department of Environmental Protection
Bureau of Resource Protection - Wetlands
WPA Form 3 – Notice of Intent
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40
Provided by MassDEP:
MassDEP File Number
Document Transaction Number
Barnstable
City/Town
C. Other Applicable Standards and Requirements
This is a proposal for an Ecological Restoration Limited Project. Skip Section C and
complete Appendix A: Ecological Restoration Limited Project Checklists – Required Actions
(310 CMR 10.11).
Streamlined Massachusetts Endangered Species Act/Wetlands Protection Act Review
1. Is any portion of the proposed project located in Estimated Habitat of Rare Wildlife as indicated on
the most recent Estimated Habitat Map of State-Listed Rare Wetland Wildlife published by the Natural
Heritage and Endangered Species Program (NHESP)? To view habitat maps, see the Massachusetts
Natural Heritage Atlas or go to http://maps.massgis.state.ma.us/PRI_EST_HAB/viewer.htm.
a. Yes No If yes, include proof of mailing or hand delivery of NOI to:
Natural Heritage and Endangered Species Program
Division of Fisheries and Wildlife
1 Rabbit Hill Road
Westborough, MA 01581
Phone: (508) 389-6360
August 1, 2021
b. Date of map
If yes, the project is also subject to Massachusetts Endangered Species Act (MESA) review (321
CMR 10.18). To qualify for a streamlined, 30-day, MESA/Wetlands Protection Act review, please
complete Section C.1.c, and include requested materials with this Notice of Intent (NOI); OR complete
Section C.2.f, if applicable. If MESA supplemental information is not included with the NOI, by
completing Section 1 of this form, the NHESP will require a separate MESA filing which may take up
to 90 days to review (unless noted exceptions in Section 2 apply, see below).
c. Submit Supplemental Information for Endangered Species Review*
1. Percentage/acreage of property to be altered:
(a) within wetland Resource Area
percentage/acreage
(b) outside Resource Area
percentage/acreage
2. Assessor’s Map or right-of-way plan of site
2. Project plans for entire project site, including wetland resource areas and areas outside of
wetlands jurisdiction, showing existing and proposed conditions, existing and proposed
tree/vegetation clearing line, and clearly demarcated limits of work **
(a) Project description (including description of impacts outside of wetland resource area &
buffer zone)
(b) Photographs representative of the site
* Some projects not in Estimated Habitat may be located in Priority Habitat, and require NHESP review (see https://www.mass.gov/ma-
endangered-species-act-mesa-regulatory-review).
Priority Habitat includes habitat for state-listed plants and strictly upland species not protected by the Wetlands Protection Act.
** MESA projects may not be segmented (321 CMR 10.16). The applicant must disclose full development plans even if such plans are
not required as part of the Notice of Intent process.
wpaform3.doc • rev. 12/4/2023 Page 6 of 9
4
Massachusetts Department of Environmental Protection
Bureau of Resource Protection - Wetlands
WPA Form 3 – Notice of Intent
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40
Provided by MassDEP:
MassDEP File Number
Document Transaction Number
Barnstable
City/Town
C. Other Applicable Standards and Requirements (cont’d)
(c) MESA filing fee (fee information available at https://www.mass.gov/how-to/how-to-file-for-
a-mesa-project-review).
Make check payable to “Commonwealth of Massachusetts - NHESP” and mail to NHESP at
above address
Projects altering 10 or more acres of land, also submit:
(d) Vegetation cover type map of site
(e) Project plans showing Priority & Estimated Habitat boundaries
(f) OR Check One of the Following
1. Project is exempt from MESA review.
Attach applicant letter indicating which MESA exemption applies. (See 321 CMR 10.14,
https://www.mass.gov/service-details/exemptions-from-review-for-projectsactivities-in-
priority-habitat; the NOI must still be sent to NHESP if the project is within estimated
habitat pursuant to 310 CMR 10.37 and 10.59.)
2. Separate MESA review ongoing.
a. NHESP Tracking #
b. Date submitted to NHESP
3. Separate MESA review completed.
Include copy of NHESP “no Take” determination or valid Conservation & Management
Permit with approved plan.
3. For coastal projects only, is any portion of the proposed project located below the mean high water
line or in a fish run?
a. Not applicable – project is in inland resource area only b. Yes No
If yes, include proof of mailing, hand delivery, or electronic delivery of NOI to either:
South Shore - Bourne to Rhode Island border, and
the Cape & Islands:
Division of Marine Fisheries -
Southeast Marine Fisheries Station
Attn: Environmental Reviewer
836 South Rodney French Blvd.
New Bedford, MA 02744
Email: dmf.envreview-south@mass.gov
North Shore - Plymouth to New Hampshire border:
Division of Marine Fisheries -
North Shore Office
Attn: Environmental Reviewer
30 Emerson Avenue
Gloucester, MA 01930
Email: dmf.envreview-north@mass.gov
Also if yes, the project may require a Chapter 91 license. For coastal towns in the Northeast Region,
please contact MassDEP’s Boston Office. For coastal towns in the Southeast Region, please contact
MassDEP’s Southeast Regional Office.
c. Is this an aquaculture project? d. Yes No
If yes, include a copy of the Division of Marine Fisheries Certification Letter (M.G.L. c. 130, § 57).
wpaform3.doc • rev. 12/4/2023 Page 7 of 9
4
Massachusetts Department of Environmental Protection
Bureau of Resource Protection - Wetlands
WPA Form 3 – Notice of Intent
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40
Provided by MassDEP:
MassDEP File Number
Document Transaction Number
Barnstable
City/Town
C. Other Applicable Standards and Requirements (cont’d)
Online Users:
Include your
document
transaction
number
(provided on
your receipt
page) with all
supplementary
information you
submit to the
Department.
4. 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 MassDEP
Website for ACEC locations). Note: electronic filers click on Website.
b. ACEC
5. Is any portion of the proposed project within an area designated as an Outstanding Resource Water
(ORW) as designated in the Massachusetts Surface Water Quality Standards, 314 CMR 4.00?
a. Yes No
6. Is any portion of the site subject to a Wetlands Restriction Order under the Inland Wetlands
Restriction Act (M.G.L. c. 131, § 40A) or the Coastal Wetlands Restriction Act (M.G.L. c. 130, § 105)?
a. Yes No
7. Is this project subject to provisions of the MassDEP Stormwater Management Standards?
a. Yes. Attach a copy of the Stormwater Report as required by the Stormwater Management
Standards per 310 CMR 10.05(6)(k)-(q) and check if:
1. Applying for Low Impact Development (LID) site design credits (as described in
Stormwater Management Handbook Vol. 2, Chapter 3)
2. A portion of the site constitutes redevelopment
3. Proprietary BMPs are included in the Stormwater Management System.
b. No. Check why the project is exempt:
1. Single-family house
2. Emergency road repair
3. Small Residential Subdivision (less than or equal to 4 single-family houses or less than
or equal to 4 units in multi-family housing project) with no discharge to Critical Areas.
D. Additional Information
This is a proposal for an Ecological Restoration Limited Project. Skip Section D and complete
Appendix A: Ecological Restoration Notice of Intent – Minimum Required Documents (310 CMR
10.12).
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.
wpaform3.doc • rev. 12/4/2023 Page 8 of 9
4
Massachusetts Department of Environmental Protection
Bureau of Resource Protection - Wetlands
WPA Form 3 – Notice of Intent
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40
Provided by MassDEP:
MassDEP File Number
Document Transaction Number
Barnstable
City/Town
D. Additional Information (cont’d)
3. Identify the method for BVW and other resource area boundary delineations (MassDEP BVW
Field Data Form(s), Determination of Applicability, Order of Resource Area Delineation, etc.),
and attach documentation of the methodology.
4. List the titles and dates for all plans and other materials submitted with this NOI.
Long Pond Area Sewer Expansion Project Notice of Intent Plans
a. Plan Title
ECT, Inc.
b. Prepared By
Jacob Troidl, P.E.
c. Signed and Stamped by
August 2026
d. Final Revision Date
as noted
e. Scale
f. Additional Plan or Document Title
g. Date
5. If there is more than one property owner, please attach a list of these property owners not
listed on this form.
6. Attach proof of mailing for Natural Heritage and Endangered Species Program, if needed.
7. Attach proof of mailing for Massachusetts Division of Marine Fisheries, if needed.
8. Attach NOI Wetland Fee Transmittal Form
9. Attach Stormwater Report, if needed.
E. Fees
1. Fee Exempt: No filing fee shall be assessed for projects of any city, town, county, or district
of the Commonwealth, federally recognized Indian tribe housing authority, municipal housing
authority, or the Massachusetts Bay Transportation Authority.
Applicants must submit the following information (in addition to pages 1 and 2 of the NOI Wetland Fee
Transmittal Form) to confirm fee payment:
2. Municipal Check Number
3. Check date
4. State Check Number
5. Check date
6. Payor name on check: First Name
7. Payor name on check: Last Name
ectinc.com 1
PROJECT NARRATIVE
Long Pond Area Sewer Extension Project
Town of Barnstable, Massachusetts
1.1 Introduction
This project narrative supports the Barnstable, MA Long Pond Area Sewer Project and has been
prepared to comply with all applicable requirements of the Barnstable Conservation Commission.
The project scope encompasses sewer infrastructure improvements, including gravity and low
pressure sewer systems, pump stations, and related infrastructure.
The proposed scope includes:
· Installation of gravity sewer mains, manholes, low-pressure sewers (LPS), and individual
building services.
· Construction and development of wastewater pump stations (including the Churchill Pump
Station and Pine Street Pump Station) and associated force main infrastructure.
· Utility trenching, horizontal and vertical separation management (water, gas, and culverts),
pavement restoration, and off-road/landscaped area restoration.
· Limited stormwater improvements associated with the Project area.
· Associated erosion, sediment, and environmental controls within land subject to
Conservation Commission jurisdiction.
1.2 Earth Removal
Earth removal and excavation activities will be strictly limited to the utility trench corridors, pump
station footprints, and associated structure excavations. Excavated topsoil and suitable backfill
materials will be stockpiled away from resource areas and protected with silt fencing or straw
wattles. Refer the Civil Drawings detail sheets as well as Attachment F and G for more information
relative to earth excavation and erosion controls. Unsuitable material or excess spoil will be
disposed of off-site in accordance with state and local solid waste regulations. All disturbed unpaved
areas will be backfilled to original grade, loamed, and stabilized with native seed mix (Attachment G).
The proposed sewer alignment includes three locations where work will require crossing existing
culverted streams: South Main Street near the Church Hill Road Pump Station and Pine Street near
the Centerville River crossing near the Pine Street Pump Station. The culvert crossings will be
completed using standard construction controls intended to protect the existing culverts and
maintain the existing stream conditions. Where appropriate, the Contractor may use trenchless
methods, such as pipe jacking or similar techniques, to avoid disturbance to the culvert structures
and stream channels. Because the work is not proposed to involve excavation, dredging, filling, or
alteration within the streams themselves, impacts to waters of the United States are not anticipated,
and a U.S. Army Corps of Engineers permit is not expected to be required. Final construction
methods will be reviewed during final design and implemented in accordance with the Contract
Documents and applicable permit conditions.
ectinc.com 2
1.3 Method of Fill/ Slope Stabilization
Trench backfilling will proceed in compacted lifts to match existing topography and prevent
settlement. To control erosion and sedimentation during construction, straw wattles will be installed
along roadway trenching and related work areas, while hay bales and silt fence will be utilized
around pump station construction sites and other concentrated disturbance areas. Additional
measures, including erosion control blankets where warranted, will be implemented to protect
disturbed slopes and sensitive resource areas, particularly around culvert crossings (such as Pine
Street Sta. 6+00, South Main Street, and Churchill Road) and pump station perimeters. Disturbed
slopes within the buffer zone will be stabilized and re-vegetated immediately following construction
to ensure long-term bank and soil stability.
1.4 Permits and Variance
The project requires multi-agency regulatory coordination and permits, including:
· Massachusetts Environmental Policy Act (MEPA): MEPA review has been completed.
· Massachusetts Endangered Species Act (MESA / NHESP): The Project is exempt from MESA
review requirements pursuant to 321 CMR 10.14.
· Division of Marine Fisheries (DMF): Project information has been submitted for review.
Written comments regarding permitting requirements and any applicable seasonal work
restrictions are pending.
· Town Site Plan Review: Site plan review is ongoing. Pump station sites have been designed to
minimize site modifications and avoid significant changes to existing site layouts.
· NPDES Construction General Permit (CGP): The Contractor will own and maintain coverage
under the EPA Construction General Permit for cumulative disturbance exceeding one (1)
acre.
· Barnstable Historical Commission: Outreach letter was sent to verify non-impact to historical
resources
1.5 Natural Heritage and Endangered Species Program (NHESP)
The Project has been evaluated relative to the Massachusetts Endangered Species Act (MESA) and
qualifies for an exemption under 321 CMR 10.14. The proposed sewer improvements consist of
installation of utility infrastructure within existing roadway layouts.
“The following Projects and Activities shall be exempt from the requirements of 321 CMR
10.18 through 10.23: … (10) installation, repair, replacement, and maintenance of utility lines
(gas, water, sewer, phone, electrical) for which all associated work is within ten feet from the
edge of existing paved roads, and the repair and maintenance of overhead utility lines
(phone, electrical) for which all associated work is within ten feet from the edge of existing
unpaved roads, provided, however, that unpaved utility access roads associated with exempt
activities under 321 CMR 10.14(11) shall be addressed in and subject to the Division-
approved operation and maintenance plan required thereunder;” (321 CMR 10.14).
ectinc.com 3
Based on the current design and coordination with NHESP, the Project meets the criteria for this
exemption and is not subject to further MESA review requirements. The proposed pump station
sites are located outside mapped Priority Habitat and Estimated Habitat areas.
1.6 Protection of Groundwater (Dewatering)
The project will enhance long-term groundwater quality across the Long Pond watershed by
removing legacy septic inputs. The project has been designed to minimize the need for construction
dewatering by optimizing sewer depths, utilizing low-pressure sewer systems where feasible, and
limiting deep excavations in areas of high groundwater. Nevertheless, temporary dewatering will be
required in localized areas to maintain dry and stable trench conditions for pipe installation and
pump station construction.
Temporary construction dewatering will be required where pump station excavations or deeper
pipeline excavations extend below the groundwater table. The available geotechnical information
indicates that groundwater levels across the Long Pond project area can vary materially across the
site and season, and that the native soils generally consist of relatively permeable sands with low silt
content. As a result, groundwater inflow to excavations may occur rapidly once the excavation
intersects the water table. The Contractor shall be responsible for designing and implementing a
complete groundwater control system capable of maintaining stable excavation conditions,
preventing bottom heave or subgrade disturbance, and protecting adjacent utilities, pavements,
structures, wetlands, and surface waters.
Prior to commencement of any dewatering activities, the Contractor shall prepare and submit a
project-specific Dewatering Plan stamped by a Massachusetts Registered Professional Engineer
experienced in groundwater control and dewatering system design. The Dewatering Plan shall
identify the proposed pumping and groundwater control methods, anticipated pumping rates,
treatment train components, discharge locations, flow attenuation and energy dissipation measures,
inspection and monitoring procedures, and contingency measures for equipment failure, excessive
turbidity, erosion, unstable excavation conditions, or unanticipated groundwater conditions. The
plan shall also describe how dewatering flows will be controlled and managed during system
startup, active excavation, structure installation, backfilling, and system shutdown, and shall identify
procedures for maintaining compliance with the Order of Conditions and all applicable permits. The
Dewatering Plan shall further establish monitoring frequency, performance standards, reporting
procedures, and corrective actions to be implemented in the event of noncompliance. No
dewatering activities shall commence until the Dewatering Plan has been reviewed by the Engineer
and Conservation Agent and any required comments or modifications have been incorporated into
the plan. Review of the Dewatering Plan shall not relieve the Contractor of responsibility for the
adequacy of the dewatering system, protection of resource areas, or compliance with permit
conditions.
Temporary and localized groundwater control may be required during construction of pump
stations and other excavations extending below the groundwater table. Actual pumping
requirements will depend on final construction means and methods, excavation support systems,
site conditions encountered during construction, and the Contractor's dewatering design. The
Contractor shall design, operate, and maintain a dewatering and treatment system of sufficient
capacity to maintain stable excavation conditions, protect adjacent resource areas, and comply with
ectinc.com 4
all permit requirements and performance standards. All dewatering discharges shall be routed
through an approved treatment train and discharged only to locations identified in the approved
Dewatering Plan. The dewatering system shall include adequate treatment, monitoring, standby
equipment, and contingency measures to prevent sediment discharge, erosion, untreated bypasses,
and adverse impacts to wetlands, surface waters, and other sensitive resources.
Dewatering effluent shall be routed through a treatment train appropriate for the anticipated flow
and sediment load. Treatment measures may include settling tanks, weir tanks, frac tanks,
sedimentation basins, baffles, filter bags, cartridge filtration, pH adjustment, flow monitoring
devices, and energy dissipation structures designed to reduce discharge velocities and prevent scour
at the discharge location. The preferred discharge approach is upland infiltration at stable upland
locations outside wetland resource areas and outside the herring run corridor. All discharge
locations shall be identified in the Contractor's Dewatering Plan and approved through the project
compliance and permitting process prior to initiation of dewatering activities. No direct discharge to
Bordering Vegetated Wetlands, streams, Long Pond, the Centerville River, or drainage pathways
leading directly to those resources shall occur absent specific approval from the Conservation
Commission and other applicable permitting agencies. Dewatering discharge rates shall be
controlled to prevent scour, erosion, or destabilization at approved discharge locations and along
discharge pathways. At no time shall dewatering operations result in visible sediment discharge,
turbidity plumes, or erosion of adjacent land surfaces or resource areas.
The Contractor shall monitor dewatering continuously during active operation and shall inspect the
discharge route, treatment system, receiving area, adjacent wetlands, and areas potentially affected
by temporary and localized groundwater control activities at the start of each work day, during
pumping, after significant rainfall events, and whenever field conditions change. At a minimum,
monitoring shall include pumping rate, cumulative discharge volume, groundwater elevations in
observation wells, treatment system performance, turbidity or visual clarity, pH, evidence of oil
sheen, erosion at discharge points, and compliance with applicable NPDES Dewatering General
Permit requirements. During major pump station excavations and other deep excavations extending
below the groundwater table, groundwater elevations shall be monitored to verify that temporary
groundwater control activities remain localized and do not adversely affect adjacent wetlands,
surface waters, utilities, structures, or other sensitive resources. Adjacent wetland resource areas
shall be periodically inspected to confirm continuation of normal hydrologic conditions and identify
any unanticipated adverse effects. Dewatering shall be immediately modified, reduced, or stopped if
sediment bypass, visible turbidity plume, oil sheen, flow-related erosion, unacceptable resource area
impacts, treatment system overloading, subgrade instability, off-site settlement, or noncompliance
with permits or the Order of Conditions occurs. Any observed turbidity, visible sediment discharge,
erosion, scour, instability, or other indication that dewatering operations are adversely affecting
adjacent resource areas shall require immediate implementation of corrective measures and, if
necessary, shutdown of the affected discharge operation until compliance with performance
standards is restored.
These requirements are intended to establish protective minimum standards for construction while
preserving the Contractor’s responsibility for means, methods, sequencing, and final dewatering
design. The Contractor shall coordinate dewatering with excavation support, erosion and sediment
controls, seasonal time-of-year restrictions, and Conservation Commission conditions. The
ectinc.com 5
Contractor shall maintain standby equipment and independent power sufficient to avoid
uncontrolled groundwater rebound, excavation instability, or untreated emergency discharge. Upon
completion, the Contractor shall remove temporary dewatering facilities, stabilize disturbed areas,
legally dispose of accumulated sediment, and provide final dewatering records documenting
pumping rates, monitoring results, treatment maintenance, and any corrective actions taken.
Communication Plan:
Minimum dewatering plan and protective standards:
1. Delegated design: Contractor shall retain a Massachusetts-registered professional engineer
experienced in construction dewatering in sandy coastal plain deposits to prepare and seal the
Dewatering Plan.
2. Design basis: Plan shall be based on available geotechnical information, field verification, pump
station excavation geometry, groundwater elevation at the time of work, support of excavation
design, and the required 7-foot drawdown assumption used for preliminary planning.
3. Groundwater control method: For pump station excavations, wellpoints, deep wells, eductors, or
a controlled sump system may be used only where the Contractor demonstrates that the
method will maintain a stable, dry subgrade without pumping fines or destabilizing the
excavation. Open sump pumping that causes soil piping, bottom instability, or fines migration
shall not be permitted.
4. Drawdown performance: Maintain groundwater at least 6 inches below the active excavation
bottom where practicable and limit off-site drawdown consistent with the project specifications.
Observation wells or piezometers shall be used to document groundwater response inside and
outside the excavation.
ectinc.com 6
5. Flow capacity: Design the primary pumping and treatment system for the calculated design flow,
with a minimum recommended planning range of 175 to 515 gpm for an open excavation in
sand and higher transient capacity during startup. Provide equal standby pumping capacity and
independent standby power.
6. Treatment train: At a minimum, discharge shall pass through sedimentation tanks or frac tanks,
baffles, bag filters or equivalent polishing filtration, flow metering, and erosion-protected
discharge points. Filter bags alone should not be accepted for high-flow pump station
dewatering unless the Contractor demonstrates adequate capacity and containment.
7. Discharge hierarchy: Prefer upland infiltration in a stable, vegetated or prepared infiltration area
outside wetlands, resource areas, banks, and the herring run. If upland infiltration is not
feasible, discharge shall occur only to locations authorized by the Engineer, Conservation
Commission, and applicable permits.
8. Herring run protection: No untreated discharge shall enter the herring run, Centerville River,
Long Pond, wetlands, or drainage pathways tributary to those resources. Discharge shall not
create visible turbidity, erosion, sediment deposition, oil sheen, foam, objectionable
discoloration, or temperature/pH changes that could impair aquatic habitat or herring passage.
9. Permits and monitoring: Contractor shall obtain and comply with applicable EPA NPDES
Dewatering General Permit coverage or other required discharge authorization. Monitoring shall
include flow, turbidity/visual clarity, pH, oil sheen inspection, TSS or permit-required parameters,
and documentation of treatment system maintenance.
10. Shutdown triggers: Dewatering operations shall be immediately modified, reduced, or stopped if
sediment bypass occurs; the treatment system surcharges or fails to perform as designed; a
visible turbidity plume is observed; discharge causes erosion, scour, or instability; unacceptable
impacts to adjacent wetlands, surface waters, or other resource areas are identified; subgrade
instability occurs; oil sheen is present; or regulatory requirements, permit conditions,
performance standards, or Order of Conditions requirements are not met. Corrective measures
shall be implemented before dewatering operations resume.
11. Seasonal restrictions: Dewatering and any associated discharge near the herring run shall be
coordinated with the Conservation Commission, DMF comments, and the project Order of
Conditions. The Contractor shall comply with time-of-year restrictions and be prepared to
suspend or modify discharge operations during sensitive fish passage periods.
12. Closeout: After dewatering is complete, remove temporary equipment, stabilize disturbed areas,
dispose of sediment off-site in accordance with applicable requirements, restore discharge
areas, and submit final dewatering logs, flow totals, monitoring results, and incident reports.
Staging & Spill Prevention:
Equipment laydown and contractor staging areas are designated at pump station sites or approved
locations outside sensitive resource buffers
1.7 Storm Damage Prevention and Flood Control
Proposed infrastructure and pump station components within flood-prone zones are evaluated
against base flood elevations. FEMA Flood Insurance Rate Maps (FIRM) (Attachment I) and 2070
ectinc.com 7
climate projection overlay maps were evaluated to document flood zone compliance and platform
design elevations for critical pump station equipment.
The Church Hill Road pump station is located within or adjacent to Federal Emergency Management
Agency (FEMA) mapped flood hazard areas, while the Pine Street Pump Station is outside the predicted
flood zone. The Pine Street proposed pump station locations is shown on the FEMA Flood Insurance
Rate Map (FIRM) Number 25001C0564J, effective July 16, 2014. The proposed Church Hill Road pump
station location is shown on the FEMA FIRM number 25001C0563J, also effective July 16, 2014. All
elevations referenced in this section use the North American Vertical Datum of 1988 (NAVD88),
consistent with FEMA mapping.
The Church Hill Road pump station is proposed on the southern portion of the parcel at 272 South
Main Street. This area is mapped as Zone AE with a BFE of 12 feet. It is located outside the Limit of
Moderate Wave Action and Zone X. As a result, the effective BFE remains at 12 feet.
Sea Level Rise Considerations
The Massachusetts Office of Coastal Zone Management (CZM) anticipates future sea level rise, which
will increase base water elevations and, consequently, BFEs. CZM’s projected sea level rise for
southern Massachusetts coast (Provincetown to Westport) is summarized below:
Table Anticipated Sea Level Rise per CZM
Region Anticipated Sea Level Rise (NAVD 88)
Year 2030 Year 2050 Year 2070
South (Provincetown to Westport) 1.2 2.5 4.3
In coordination with the Town, a sea-level-rise allowance of 4.3 feet, corresponding to projected
conditions in the year 2070, has been selected for design. Applying this adjustment results in the
following revised BFEs:
· Church Hill Road pump station: 12.0 ft + 4.3 ft = 16.3 ft
Elevation Requirements
Design requirements for pump station components related to the adjusted BFEs include:
· Electrical equipment must be installed at least three feet above the BFE (TR-16)
· Building floor elevation, if a structure is constructed, must be at least two feet above the BFE
(MA Building Code)
· Wet well entrances located below the BFE must be made watertight, typically through
watertight hatches or manhole covers.
The table below summarizes the required elevations of each pump station:
Table 4-2 Anticipated Elevations for Church Hill Road Pump Stations
Pump
Station
Flood
Elevation
*
Entrance to Wet
Well (Unless
Watertight)
Min. Equipment
Pad EL
Min. Unprotected
Electrical
Component
Elevation
Church Hill
Road 16.5’ 17.0’ 17.0’ 19.3’
*All elevations displayed in the table utilize the North American Vertical Datum of 1988 (NAVD 88).
ectinc.com 8
1.8 Prevention of Pollution
Pollution prevention will be governed by strict site control measures:
· Trench Safety & Construction Protocols: Explicit trench protection and safety measures will
be enforced alongside all utility alignments.
· Catch Basin Protection: Inlet filter sacks will be placed in all catch basins within the work
zone and along haul routes.
· Staging Areas: Staging of fuels, lubricants, and machinery will be restricted to designated
pump station sites or approved staging areas outside sensitive resource buffers
1.9 Protection of Fisheries and Land Containing Shellfish
Work adjacent to stream channels and coastal drainage pathways will avoid downstream siltation
that could impact marine fisheries or land containing shellfish. To mitigate impacts:
· Silt socks, coir logs, and heavy-duty erosion controls will be deployed upstream of shellfish
and marine resource zones.
· Time-of-Year (TOY) and seasonal restrictions requested by DMF will be enforced during
stream and culvert crossing construction
1.10 Protection of Wildlife Habitat
Disturbance to natural vegetation within the 100-foot Buffer Zone and 50-foot No-Disturbance Zone
will be minimized. Tree removal will be restricted, and disturbed soils will be restored immediately
post-installation.
1.11 Stormwater Report
A comprehensive Stormwater Report has been prepared in accordance with Massachusetts
Stormwater Standards. Stormwater management designs have been custom engineered for specific
project nodes, including:
1. Church Hill Road Pump Station Site
2. Pine Street Pump Station Site
Post-construction runoff peak rates and volumes at pump station facilities will not exceed pre-
construction conditions. Standard stormwater management checklists, BMP calculations, and
maintenance schedules are attached to this filing in the Stormwater Report (Attachment H).
1.12 Miscellaneous Concerns
· Utilities Separation: Gas line clearances of 3 feet (shallow) and expanded clearances for deep
trench box operations (e.g., Main Street) will be maintained.
· Traffic Control: Work within public rights-of-way will follow local DPW traffic control protocols
to maintain emergency access.
ectinc.com 9
1.13 Alternatives Analysis
An Alternatives Analysis was conducted to evaluate collection infrastructure and site location
options to minimize impact within protected resource areas:
· Infrastructure Alternatives: Evaluated gravity collection versus low-pressure sewer (LPS)
systems to minimize trench depth and land disturbance footprint within buffer zones.
· Pump Station Site Alternatives: Evaluated site locations, specifically focusing on the Churchill
Pump Station site. Maintaining the selected site with comprehensive erosion controls best
fulfills system hydraulics while safeguarding nearby wetland resources.
The Town of Barnstable is advancing the Long Pond Area Sewer Expansion Project to extend
municipal wastewater collection to developed areas currently served by on-site septic systems. The
project is intended to reduce nutrient loading, protect groundwater and surface water resources,
and support the Town’s Comprehensive Wastewater Management Plan. This alternatives analysis
summarizes the pump station and collection system alternatives considered for the Pine Street and
Church Hill Road areas, with emphasis on environmental impacts, cost implications, and the basis
for the recommended alternatives.
Project Area Alternative 1 Alternative 2
(Preferred) Alternative 3 Recommended
Alternative
Pine Street
Area
Low-pressure sewer
system serving
developed properties
Public pump station at
selected site with gravity
collection system
Alternative pump station
locations and/or force
main alignments
Alternative 2
Church Hill
Area
Low-pressure sewer
system
Public pump station and
gravity collection system
at selected site
Alternative pump station
locations or collection
system alignments
Alternative 2
Sewering Low-pressure sewer
system
Public pump station and
gravity collection system
at selected site
Alternative pump station
locations and/or force
main routing
Varies by location
No Action
Alternative
Continue existing on-
site wastewater
disposal systems
N/A N/A Not Recommended;
MassDEP mandate
1. Pine Street Pump Station Alternatives
The Pine Street service area includes a substantial number of connections and is a key collection
point for wastewater generated along Pine Street, Main Street, and connecting side streets. Because
of the service area size and the need to convey flow to downstream infrastructure, both pump
station and non-pump station alternatives were considered.
Alternative 1 – Low Pressure Sewer System / No Public Pump Station
Under this alternative, the Pine Street Pump Station would be eliminated and the service area would
be served by individual grinder pumps connected to a low pressure sewer network. This approach
would reduce the need for a centralized public pump station site and would generally allow
shallower pipe installation than gravity sewer in some areas. It could also reduce localized
excavation depth and limit certain construction-related dewatering impacts associated with deep
gravity sewer or a deep pump station wet well.
ectinc.com 10
However, this alternative is not preferred for the Pine Street service area because the service area
flow is too large for a distributed low pressure approach to be the most reliable or cost-effective
solution. It would require a significant number of individual grinder pump units, individual electrical
connections, and long-term maintenance responsibilities distributed across many properties. The
system would also be more energy intensive because wastewater would be pumped at many
individual locations rather than collected primarily by gravity and conveyed through a centralized
public pump station. Although low pressure sewer remains appropriate in smaller or more
constrained pockets of the project, full reliance on low pressure sewer in the Pine Street area would
increase operational complexity, lifecycle energy use, and future maintenance exposure. For these
reasons, Alternative 1 was not selected.
Alternative 2 – Preferred Alternative: Pump Station on Town-Owned 421 Pine Street Parcel
The preferred Pine Street alternative is to construct a public pump station on the Town-owned
parcel at 421 Pine Street. This site is located near the low point needed to receive gravity sewer from
the surrounding service area and does not require a private land acquisition. The preferred
alternative includes a submersible-style public pump station with a wet well, valve vault, standby
generator, controls, odor control, bypass provisions, driveway/access improvements, and landscape
screening.
Several layout options were considered within the 421 Pine Street parcel, including locating the
station closer to the roadway, setting it farther back from the roadway, and arranging the station
elements to improve screening from abutters and Pine Street. The preferred layout places the pump
station infrastructure in a manner that balances hydraulic needs, maintenance access, available site
area, and visual screening. The layout also allows screening and fencing to be incorporated so that
above-ground components are minimized to the extent practicable and the facility can be operated
without creating unnecessary neighborhood impacts.
From an environmental standpoint, this alternative allows the Town to consolidate pumping
infrastructure on an already available public parcel and avoid expanding a distributed grinder pump
system across the entire Pine Street service area. Construction impacts would be temporary and
controlled through the NOI conditions, erosion controls, dewatering management, and restoration
requirements. The long-term environmental benefit is the removal of septic system discharges from
the watershed, which supports water quality improvement in Long Pond and downstream receiving
waters. From a cost standpoint, the public pump station has a concentrated capital cost, but it
avoids the higher distributed cost and maintenance burden associated with installing and
maintaining many individual grinder pump systems. Alternative 2 is recommended.
Alternative 3 – Nearby Off-Site Pump Station Location
A nearby off-site pump station location in the Pine Street corridor was also considered as a means of
moving the pump station away from the selected 421 Pine Street layout. This alternative was not
preferred because it would not provide a meaningful environmental or cost advantage over the
selected site and would introduce additional implementation challenges. A nearby off-site location
would likely require private land acquisition or easements, could increase visibility or abutter
impacts, and could require less favorable sewer depths, additional force main, or additional
roadway work to achieve the same hydraulic function.
ectinc.com 11
This alternative would also risk increasing construction duration, cost, and permitting complexity
without eliminating the need for a public pump station. Because the Town-owned 421 Pine Street
parcel can meet the project need with less property-acquisition risk and better control over layout,
access, and screening, Alternative 3 was not selected.
2. Church Hill Road Pump Station Alternatives
The Church Hill Road Pump Station is needed to collect wastewater from the Church Hill Road /
South Main Street area and convey it to downstream collection infrastructure. This location also has
future conveyance importance because it is intended to serve current project flows and
accommodate future phase flows. As a result, alternatives were reviewed for both the collection
method and the pump station siting.
Alternative 1 – Low Pressure Sewer System / No Public Pump Station
Under this alternative, the Church Hill Road Pump Station would be eliminated and the area would
be served by individual grinder pumps and low pressure sewer. Like the Pine Street low pressure
alternative, this approach could reduce the need for a centralized pump station footprint and may
reduce excavation depths in localized areas. It may also reduce some construction impacts
associated with deep sewer installation in areas with groundwater or resource-area constraints.
This alternative is not preferred because the Church Hill Road Pump Station serves a broader
conveyance function than a small localized collection area. Eliminating the station would require a
larger distributed grinder pump network, increase dependence on individual electrical services, and
increase the number of mechanical units requiring long-term operation and maintenance. The
alternative would be more energy intensive on a distributed basis and would be less suitable for
conveying both current project flows and future tributary flows. It would also shift cost and
maintenance risk from a controlled public facility to many individual pump installations. For these
reasons, Alternative 1 was not selected.
Alternative 2 – Preferred Alternative: Pump Station at 272 South Main Street
The preferred Church Hill Road alternative is to construct a public pump station at 272 South Main
Street. The selected site provides a more favorable location for station access, screening, and flood-
resilience considerations than the nearby lower-elevation alternatives. The preferred alternative
includes a submersible pump station with a wet well, valve vault, standby generator, controls, odor
control, bypass provisions, access driveway, and landscape screening.
Within the selected site, layout options were considered to balance the location of the wet well,
controls, generator, access driveway, and screening. The preferred layout reduces the above-ground
visual profile to the extent practicable, keeps equipment accessible for operation and maintenance,
and incorporates vegetative screening to limit visual and neighborhood impacts. The selected layout
also provides a practical means of maintaining the station while reducing conflicts with the adjacent
roadway and nearby properties.
The environmental benefit of this alternative is that it supports removal of septic system flows from
the watershed while providing a centralized, reliable public facility capable of conveying both current
and future flows. The site is near wetland buffer and Riverfront Area jurisdiction, and construction
will require appropriate NOI conditions, erosion and sediment controls, dewatering management,
ectinc.com 12
and restoration. However, the selected site and layout provide a better balance of flood resilience,
operational access, visual screening, and long-term reliability than the other alternatives. From a
cost standpoint, the public pump station has a concentrated capital cost, but it avoids the higher
lifecycle cost and energy burden of a broad distributed grinder pump alternative. Alternative 2 is
recommended. The Town has acquired an easement on the property for the purposes of a pump
station.
Alternative 3 – Nearby Pump Station Location at/near 284 South Main Street
A nearby pump station location at or near 284 South Main Street was also considered. This
alternative has the potential advantage of using land closer to the roadway and could reduce certain
sewer depths. However, it is not preferred because the location is lower in elevation and more
constrained by flood-resilience, access, and screening considerations. A lower site would require
greater attention to equipment elevation, flood protection, and permanent access during storm or
high-water conditions. It would also provide less flexibility for driveway layout, maintenance access,
and vegetative screening.
Because the nearby location would not avoid the need for a pump station and would provide a less
favorable long-term operating condition, it is not the recommended alternative. The selected 272
South Main Street site better balances environmental protection, site access, flood-resilience,
maintainability, and visual mitigation.
3. Gravity Sewer versus Low Pressure Sewer
The recommended collection system uses a hybrid approach because gravity sewer and low
pressure sewer each have appropriate applications within the project area. It should be noted that
vacuum sewers were reviewed but due to reliability concerns were not recommended for the
project area. Gravity sewer is preferred where grades allow wastewater to flow without individual
parcel-level mechanical equipment and where sewer depths can be constructed without excessive
excavation, dewatering, or utility conflict. Gravity sewer generally has lower long-term energy
demand because it relies on slope rather than constant mechanical pumping. It also reduces the
number of mechanical units that require long-term maintenance.
Low pressure sewer is recommended in targeted areas where gravity sewer would require excessive
depth, significant dewatering, difficult construction, or greater disturbance near sensitive resource
areas. Low pressure sewer can reduce trench depths, limit groundwater management needs, and
avoid small public pump stations where flows are relatively low. It is most appropriate in
constrained neighborhoods, low-lying areas, and locations where local topography makes gravity
sewer less practical or more disruptive.
The principal drawback of low pressure sewer is that it requires individual grinder pumps and
electrical service at each property. This makes the system more energy intensive on a distributed
basis and increases the number of mechanical units requiring maintenance, replacement, and
emergency response over time. For small service areas, these drawbacks may be outweighed by
reduced excavation and limited pump station impacts. For larger service areas such as Pine Street
and Church Hill Road, the distributed energy use, operations burden, and lifecycle cost make low
pressure sewer less preferred than a centralized public pump station.
ectinc.com 13
The proposed project therefore recommends gravity sewer where it can be installed at reasonable
depth, low pressure sewer where it avoids excessive construction impacts or unnecessary public
pump stations, and centralized pump stations at Pine Street and Church Hill Road where service
area flows, system hydraulics, future conveyance needs, and long-term maintainability support a
public pump station solution. This approach provides the best balance of environmental benefit,
construction feasibility, cost control, and long-term operational reliability.
1.14 Health & Safety
Health and Safety / Trench Safety Summary
The Work includes sewer installation in developed roadway corridors and areas where trenching,
groundwater, loose soils, utilities, traffic, and nearby properties may create elevated construction
safety risks. The Contractor shall plan and execute the Work with a heightened focus on excavation
stability, worker protection, public safety, and rapid correction of unsafe conditions. Trench cave-in
prevention shall be treated as a critical safety requirement throughout the project.
The Contractor shall be solely responsible for construction means, methods, techniques,
sequences, procedures, and site safety. All work shall be performed in full compliance with
applicable federal, state, and local health and safety requirements, including OSHA Construction
Standards and OSHA excavation and trenching requirements under 29 CFR Part 1926, Subpart P.
The Contractor shall provide a qualified Competent Person for all excavation and trenching
operations and shall not allow personnel to enter any excavation until it has been inspected,
classified, and protected in accordance with OSHA requirements.
Particular attention shall be given to trench stability, groundwater conditions, surcharge loading,
vibration, adjacent utilities, roadway traffic, and the potential for rapid sidewall movement in loose
or sandy soils. The Contractor shall plan, install, maintain, and modify excavation support systems
as necessary to protect workers, adjacent utilities, roadways, structures, and the public. No trench or
excavation shall remain open longer than necessary, and all unsafe conditions shall be corrected
immediately before work proceeds.
Key trench safety requirements shall include, at a minimum:
· Provide OSHA-compliant protective systems, including sloping, benching, shoring, shielding,
trench boxes, or engineered support systems, as required by soil type, trench depth,
groundwater conditions, and adjacent loading.
· Classify soils and reassess trench conditions whenever conditions change, including after
rainfall, groundwater seepage, vibration, widening or deepening of excavations, or evidence
of sloughing, cracking, settlement, or movement.
· Provide daily documented inspections by the Competent Person before worker entry, after
weather events, and as conditions warrant during the workday.
· Maintain safe access and egress from excavations, with ladders, ramps, or other approved
means located so workers do not travel more than 25 feet laterally to exit.
· Keep excavated materials, pipe, equipment, vehicles, and other surcharge loads set back
from trench edges unless the excavation support system is specifically designed for those
loads.
ectinc.com 14
· Control groundwater, surface water, and dewatering operations to prevent undermining,
instability, erosion, soil loss, or unsafe working conditions within the excavation.
· Protect and support existing utilities exposed by or adjacent to the Work, and coordinate
utility mark-outs, test pits, and hand excavation where required.
· Prevent personnel from working beneath suspended loads or within unprotected
excavations.
· Provide barricades, signage, plates, fencing, lighting, and traffic controls necessary to protect
workers and the public around open excavations.
· Stop work and remove personnel from the excavation
ectinc.com 15
Attachments:
Attachment A: Site Locus (USGS)
Project Overview – Long Pond Area Sewer Expansion Project
Attachment B: Abutters Map
Abutters List
Abutter Notification Letter
Attachment C: Proof Of Abutter Notification
Attachment D: Wetland Reports
Attachment E: Site Photos
Attachment F: Sample Temporary Facilities & Controls Plan
Temporary Dewatering
Attachment G: Sample Earthworks Specification
Turfs and Grasses Specifications (TEC, Inc.)
Plants (TEC, Inc.)
Attachment H: Stormwater Report (TEC, Inc.)
Attachment I: Floodplain Maps
Attachment J: Other Project Notifications:
Mass Historical Project Notification
Letter to Barnstable Historic District (Centerville Historic District)
Department of Marine Fisheries (DMF) Email Correspondence
Attachment K: Drawing Set (larger format, separate cover)
ectinc.com
Attachment A:
Site Locus (USGS)
Project Overview – Long Pond Area Sewer Expansion
Project
F:\2025\250798_LongPondSewerExpansion\PRO\LongPondSewerExpansion\LongPondSewerExpansion.aprx EWhiteside 8/19/2026 12:55 PM 1 inch IF THIS MEASUREMENT DOES NOT MATCH WHAT IS SHOWN. THE SHEET SIZE HAS BEEN MODIFIED FROM 11’ x 17’.TITLE
PROJECT
DATE
FIGURE
REFERENCE
PROJECT NUMBER
1:3,600±0 600300Feet
8/21/2026
1. ESRI World Topographic Map 2023
Long Pond Sewer Expansion
Barnstable County, Massachusetts
250798
Project Overview -
Long Pond Area Sewer Expansion Project
1
Parcel Boundary
Wetland
Wetland 100' Buffer
200' Riverfront Area
Low Pressure Sewer
Gravity Sewer
Forcemain
Pump Station Location
DEP Approved Zone I
DEP Approved Zone II
NHESP Estimated Habitats of Rare Species
NHESP Priority Habitats of Rare Species
EvelynCir28
RichardsonRd
MainStJoyceAnne Rd
Wilton
DrOldPostRd
Ol
dSt
ageRdM
ain
StMainSt
ParkAveB u m p s R iv e r R d
CrosbyCirLindenAveP i n e T r e e D rSMainStC h u rc h H illR d
MainStMainS t
ParkAvePar
kAveB a c o n L nCrosbyCirLindenAve
O r c h a r d R dMapleAve
SMainStCr
ai
gvi
l
l
eBeachRd28 PhinneysLnRichards
o
n
Rd
Sachem DrSac hem D rG r e a t M a r s h R d JuniperRdO ldPostRdF a lm o u th R d
PhinneysLnS
a
c
h
e
mDr
M a i n StJoyceAnne
Rd MothersParkRdL o n g P ondCir
O ldP ostR dQuietWayMolony
D
r
F e r n b r ook Ln
Pheasant
Way
SMainStS M a i n S t
S
e
a
b
u
r
yLnMain St
QuietWaySoundless Dr
P a rtrid g e W a y
SMainStSMainStSeaburyLnC h urchHillRdH
orseshoeLn
Waterside D r
W
eaverRd
Hi-on-a-hill
R
d
Waterman F a r m R d
H o r s e s h o e L n
Horse
s
hoeLnW e s t Ter
28
28
S a c h e m Dr
Great Marsh Rd
Bre z n erLnCro
s
b
y
R
d
PhinneysLnF a lm o u th R d
SachemDrBl
ant
yr
eAveA r g y l e A v e Holly
L
n
DunaskinRdP in e S tRiverviewLnRiverviewLnPineyPointDrPheasantWaySMainStMainSt S ta n leyWayBl
ant
yr
eAveHo
ll
y
LnDunaski
nRdElliottRdRiv e r v iewLnPheasantWayPheasant Way
SaltCreekLnW a t e r s ide Dr
El
l
i
ot
t
RdElliottRdVineAveButlerAveVineAveVineAveSummerbellAveS c o t ts d a le R d
W M a in S t
PondVie w Dr Horati
oLnP in e S tMaureenRdKatherineRdJoanRdPondVi
ewDr
E llio ttR d
FoxR u n
OceanAveSummerbellAveHotel A v e
LakeEl
i
zabe
t
h
DrSummerbellAveSummerbellAveKennesawAveSt
r
a
wb
e
r
r
y
Hill
R
d
BeeLnChi
l
dsSt
W Main St
SpringMdwsTr
i
ni
t
yPl
Church Hill
Pump Station
Pine Street
Pump Station
CT
MA
RI
Barnstable
County
1. Erosion Controls including catch basin inserts to be
installed within the 100’ buffer zones.
2. With the exception of the pump stations, all work is
located in the Roadway or adjacent to it for sewer lateral
and/or Stormwater improvements.
3. Haybales & silt fence to be installed at pump
station sites to also mark limit of work.
4. Dewatering controls to be per drawing details and
technical specifications.
Long Pond
(Centerville)Cente
rv
i
l
le
R
ive
r
S Main StreetPine Str
e
et
Route
2
8
U
n
n
am
e
d
S
t
r
e
am
sWWWWWWWWWWWWWWWAS
GAS
GAS
GAS
GAS GASGAS
GAS
GAS
GAS
GAS
GAS
GASGASGASGASGASGASGASWWWWW8+00
9+00
B-PIN-109
420 PINE STREET(HY,CENT)
N/F
BARNSTABLE TOWN OF (MUN)
PARCEL ID
228_090_002
R
2
0
.
0
0
'
200' OUTER RIPARIAN R20.00'12' WIDE DRIVEWAY
10' I.D. WET WELL
LIMIT OF WORK/PUMP STATION PAY ITEM
HAY BALE AND SILT FENCE (TYP.)
5' DIAMETER MANHOLE WITH 2.5' BY 2.5' H20 RA
ACCESS HATCH EQUIPPED WITH WASTEWATER
CHANNEL GRINDER
RIM=33.5
INV. IN=TBD
INV. OUT=TBD
VEGETATIVE SCREENING TO BE
COORDINATED WITH OWNER
VALVE VAULT
PAD MOUNTED
TRANSFORMER WITH
CLEARANCE REQUIREMENT
PROJECT WILL RE-ALIGN EXISTING
SIDEWALK
ELECTRICAL & CONTROL
PANEL ENCLOSURE
W
YARD HYDRANT
DIAMETER PRECAST CONCRETE WATER
MANHOLE WITH COMM WATER SUPPLIED
WATER METER AND COMM WATER
APPROVED BACKFLOW PREVENTER
1" COPPER WATER
LINE
1" SERVICE TAP, 1" COPR, 1"
CURB STOP AND 1" CTS PE
WATER SERVICE
TEMPORARY CONSTRUCTION
ACCESS (TYP.)
APPROXIMATE LOCATION FOR DEWATERING:
DEWATERING BASIN, DEWATERING FILTER BAG,
OR COMBINATION (TYP.)
LIMIT OF WORK
PROJECT WILL RE-ALIGN EXISTING
SIDEWALK
32.70
33.40
33.05
33.50
33.00
33.45
31.6531.40
30.75
30.50
30.30
GENERATOR
PINE STREET PUMP STATION - SITE PLAN
ELE
V
:
1
4
.
1
2
0
B-S
M
N
-
1
3
6 GASGASGASGASGASGASGASGASGASGASWWWWWWWWWW200' RIVERFRONT AREA
2070 FLOOD
ELEVATION (16.3')
SOU
T
H
M
AI
N
S
T
R
E
E
T
(PUB
LI
C -
4
0'
WI
D
E)
CHURCH HILL
R
O
A
D
(PUBLIC - 33
'
W
I
D
E
)
90
.
1
5
'
S7
9
°
2
3
'
2
8
"
E
84.85'N11° 33' 43"W97.00'
W
13.5
15.90
18
14FEMA FLOOD
ELEVATION 12 R10.0016100' RIVERFRONT AREA
15.50
15.75
15.0
LIMIT OF WORK/PUMP
STATION PAY ITEM
PAVED DRIVEWAY
PRECAST CONCRETE VALVE
VAULT WITH BYPASS
CONNECTION
RIM=15.5
ELECTRICAL AND CONTROLS CABINET
ON CONCRETE PAD. PAD DIMENSIONS
BY CONTRACTOR BASED ON CABINET.
10' DIA. PRECAST CONCRETE
WET WELL
RIM=16.5'
INV. IN=0.80'
BACKUP GENERATOR ON
CONCRETE PAD. PAD DIMENSIONS
PER EQUIPMENT MANUFACTURER
RECOMMENDATIONS.
LIMIT OF EASEMENT
(~4641 SQFT)
6" DIAMETER
FORCE MAIN
EXISTING TREES TO BE
DEMOLISHED (TYP.)
UNDERGROUND
ELECTRICAL SERVICE
UNDERGROUND ELECTRICAL SERVICE
TO CONNECT TO EXISTING UTILITY POLE
ARBORVITAES
PLANTINGS
(SEE DETAIL)
5' DIAMETER GRINDER MANHOLE WITH 2.5X2.5'
H20 RATED ACCESS HATCH (SEE DETAIL)
RIM=14
10" INFLUENT
SEWER
YARD HYDRANT
WATER METER MANHOLE (SEE DETAIL)
RIM=14.25
1" SERVICE TAP, 1" CORP, 1"
CURB STOP AND 1" CTS PE
WATER SERVICE
1" PE WATER LINE
HAYBALE AND SILT
FENCE (TYP.)
TEMPORARY CONSTRUCTION
ACCESS (TYP.)
APPROXIMATE LOCATION FOR DEWATERING:
EWATERING BASIN, DEWATERING FILTER BAG,
OR COMBINATION (TYP.)
VENT
BOLLARD
(TYP.)
CHURCH HILL ROAD PUMP STATION - SITE PLAN
NOT TO SCALE
ectinc.com
Attachment B:
Abutters Map
Abutters List
Abutter Notification Letter
F:\2025\250798_LongPondSewerExpansion\PRO\LongPondSewerExpansion\LongPondSewerExpansion.aprx EWhiteside 8/19/2026 12:55 PM 1 inch IF THIS MEASUREMENT DOES NOT MATCH WHAT IS SHOWN. THE SHEET SIZE HAS BEEN MODIFIED FROM 11’ x 17’.TITLE
PROJECT
DATE
FIGURE
REFERENCE
PROJECT NUMBER
1:4,800±0 800400Feet
8/21/2026
1. ESRI World Topographic Map 2023
Long Pond Sewer Expansion
Barnstable County, Massachusetts
250798
Project Overview -
Long Pond Area Sewer Expansion Project
B1
Parcel Boundary
Parcel Notified for Work Within Roadway
Parcel Notified for Pump Station Work
Wetland
Wetland 100' Buffer
200' Riverfront Area
Sewer Line 100' Buffer
Low Pressure Sewer
Gravity Sewer
Forcemain
Pump Station Location
Church Hill
Pump Station
Pine Street
Pump Station
CT
MA
RI
Barnstable
County
Abutter's List: Long Pond Area Sewer Expansion ProjectPARCEL_ID SITE_ADDR OWNER1_1 OWNER2 OWN_ADDR OWN_ADDR2 OWN_CITYOWN_STATEOWN_ZIP187032 229 PARK AVENUE GROARK, M LAURA 229 PARK AVE CENTERVILLEMA 02632187063007 155 BEECH LEAF ISLAND ROAD ROBINSON, HAROLD L & MIRIAM G 155 BEECH LEAF ISLAND ROAD CENTERVILLEMA 02632207051 547 MAIN STREET (CENT.) ONEILL, SUELLEN TR HIGH PLAIN TRUST 33 POND AVE UNIT 607 BROOKLINEMA 02146207053 565 MAIN STREET (CENT.) SOUTH CONG CHURCH OF CENT 565 MAIN STREET CENTERVILLEMA 02632207060 214 SOUTH MAIN STREET J L HECK LLC 1258 CRAIGVILLE BEACH ROAD CENTERVILLEMA 02632207061 38 CHURCH HILL ROAD 38 CHURCH HILL LLC 108 PARKER ROAD OSTERVILLEMA 02655207062 288 SOUTH MAIN STREET RAHN, IAN 227 EAST 60TH ST APT 3A NEW YORKNY 10022207063 284 SOUTH MAIN STREET BARNSTABLE, TOWN OF (REC) 367 MAIN STREET HYANNISMA 02601207068 337 SOUTH MAIN STREET 337 SOUTH MAIN STREET LLC 132 EAST 28TH STREET UNIT #4 NEW YORKNY 10016207085001 291 SOUTH MAIN STREET STEPANIAN, STEPHEN H & VARY, DARCY M TRS 291 SOUTH MAIN STREET NOMINEE TRUST 481 FOREST STREET WALTHAMMA 02452207097001 263 SOUTH MAIN STREET WHOULEY, KATE A 263 SOUTH MAIN ST CENTERVILLEMA 02632207097002 269 SOUTH MAIN STREET LEWIS, DANIEL MARK & BERTHA ELIZABETH TRS LEWIS FAMILY 2023 LIVING TRUST 269 SOUTH MAIN STREET CENTERVILLEMA 02632207097003 279 SOUTH MAIN STREET BARNSTABLE LAND TRUST INC 1540 MAIN STREET WEST BARNSTABLEMA 02668207097004 265 SOUTH MAIN STREET BOUDREAU, PHILIP M & ALEXANDRIA 265 SOUTH MAIN ST CENTERVILLEMA 02632207105 224 PARK AVENUE MECLEY, MICHAEL A 224 PARK AVE CENTERVILLEMA 02632207109 272 SOUTH MAIN STREET ROMAN CATHOLIC BISHOP OF FALL RIVER P O BOX 2577 FALL RIVERMA 02723207136 214 PARK AVENUE LUND, MARK F & AMY C 214 PARK STREET CENTERVILLEMA 02632207138 31 CHURCH HILL ROAD CAPTAIN DAVID KELLEY HOUSE LLC 539 MAIN STREET CENTERVILLEMA 02632207151 319 SOUTH MAIN STREET BARNSTABLE LAND TRUST INC 1540 MAIN STREET WEST BARNSTABLEMA 02668207163 244 PARK AVENUE HAKOBYAN, MIKAYEL 244 PARK AVENUECENTERVILLEMA 02632207164 230 PARK AVENUE RUFLETH, PETER W 230 PARK AVE CENTERVILLEMA 02632208057 125 LONG POND CIRCLE ROWLAND, ANNE H TR ANNE H ROWLAND TRUST OF 01/22/2019 125 LONG POND CIRCLE CENTERVILLEMA 02632208058 120 MAIN STREET (CENT.) CROWLEY, TIMOTHY 67 LEXINGTON ROAD DRACUTMA 01826208084 230 SOUTH MAIN STREET ROMAN CATHOLIC BISHOP OF FALL RIVER P O BOX 2577 FALL RIVERMA 02723208091 97 MAIN STREET (CENT.) BARTLETT, DORIS JAMIN TR TTELTRAB FAMILY TRUST 97 MAIN STREET CENTERVILLEMA 02632208092 115 MAIN STREET (CENT.) DEVANEY, WILLIAM P & JUDITH W TRS WILLIAM & JUDITH DEVANEY LIVING TRUST 115 MAIN STREET CENTERVILLEMA 02632208093 127 MAIN STREET (CENT.) CHESTER, WILLIAM G JR & LYNN 45 BRIDGE STREET BROADALBINNY 12025208102 251 MAIN STREET (CENT.) ALLEN, WILLIAM H IV & CORLEY, JACQUELINE 251 MAIN STREET CENTERVILLEMA 02632208107 22 BRIARCLIFF LANE ECHTELER, STEPHEN M & DAVID A TRS ECHTELER REALTY TRUST 20 GAUTHIER WAY PELHAMNH 03076208108 42 BRIARCLIFF LANE JONES, ROBERT R & RITA E TRSROBERT R JONES AND RITA E JONES LIVING TRUST 65 PINEWOOD AVENUE HYANNISMA 02601208109 57 BRIARCLIFF LANE MCGILLICUDDY, PATRICK J & KATELIN 10 LENOXDALE AVENUE BOSTONMA 02124208110 43 BRIARCLIFF LANE CAMPBELL, BONNIE 43 BRIARCLIFF LANE CENTERVILLEMA 02632208111 33 BRIARCLIFF LANE CASEY, WILLIAM J & THERESA A 52 UPLAND DRIVE MIDDLEBOROMA 02346209043 225 MAIN STREET (CENT.) NEFF, JOAN A TR JOAN A NEFF REV TR 225 MAIN STREET CENTERVILLEMA 02632209047 20 PHINNEY'S LANE BARNSTABLE, TOWN OF (REC) 367 MAIN STREET HYANNISMA 02601209110 226 MAIN STREET (CENT.) EVANS, MARK TR BONITA LESLIE LIVING TRUST 226 MAIN STREET CENTERVILLEMA 02632209111 9 JOYCE ANNE ROAD HARDER, PAUL R & JOANNE M TRSPAUL R & JOANNE M HARDER LIV TRUSTS 36 ENGLISH COMMONS TOPSFIELDMA 01983227093 171 RIVERVIEW LANE BRAZEL, BRENDAN J & JILL M 6 GOLF VIEW DRIVE HINGHAMMA 02043227094001 185 RIVERVIEW LANE ANDERSON, MARTY J & JOHNSTON, ROBERT D 180 RIVERVIEW LANE CENTERVILLEMA 02632227094002 195 RIVERVIEW LANE ANDERSON, MARTY J & JOHNSTON, ROBERT D 180 RIVERVIEW LANE CENTERVILLEMA 02632228001 60 MAIN STREET (CENT.) BROWN, ROBERT E TR STILLA HAMN TRUST 75 PORTER RD WALTHAMMA 02452228006 50 PINEY POINT DRIVE READY, WILLIAM M & ROBYN J TRS ROBYN AND MICHAEL READY REVOCABLE TRUST 50 PINEY POINT DRIVE CENTERVILLEMA 02632228009 16 PINEY POINT DRIVE DOUGLAS, MEGHAN E&HELLYER, TRAVIS W TRS DOUGLAS & HELLYER FAMILY TRUST 170 CARL STREET SAN FRANCISCOCA 94117228010 44 MAIN STREET (CENT.) DURANT, KRISTI E & MICHAEL F 2404 LAKE AVENUE CHEVERLYMD 20785228017 38 DUNASKIN ROAD SHERMAN, ROBERT & BARBARA 19 MELODY LN PELHAMNH 03076-3529228020 450 PINE STREET (HY,CENT) PATTERSON, TERESA G C 450 PINE STREET CENTERVILLEMA 02632228021 442 PINE STREET (HY,CENT) GATELY, JOHN JOSEPH JR & MUNCK GATELY, DONNA 442 PINE STREET CENTERVILLEMA 02632228022 434 PINE STREET (HY,CENT) EVANS, CHRISTOPHER C & LESLEY M 85 MIDDLESEX AVENUE READINGMA 01867228023 22 BLANTYRE AVENUE LACOUTURE, BRIDEY D 22 BLANTYRE AVENUE CENTERVILLEMA 02632228024 36 BLANTYRE AVENUE BROWN, DONALD C & ANN 36 BLANTYRE AVE CENTERVILLEMA 02632
228025 25 BLANTYRE AVENUE LONGO, JAMES L & JEANNE M TRSJAMES L LONGO REV TR & JEANNE M LONGO REV TR 17 QUARRY ROAD LONDONDERRYNH 03053228026 422 PINE STREET (HY,CENT) LACROIX, ELIZABETH A 422 PINE STREET CENTERVILLEMA 02632228027 15 HOLLY LANE KELLY, JAMES E & LAURA E 15 HOLLY LANE CENTERVILLEMA 02632228028 23 HOLLY LANE HINCKLEY, ARLENE R & KOULOHERAS, ELIZABETH A TRS HINCKLEY-KOULOHERAS FAMILY TRUST 23 HOLLY LANE CENTERVILLEMA 02632228029 25 POND VIEW DRIVE BRAMHALL, ROBERT A & ELIZABETH R TRS BRAMHALL REALTY TRUST 15 MORELAND AVENUE ANDOVERMA 01810228030 9 POND VIEW DRIVE GARRISON, MICHAEL GREENLEAF & GARRISON CHRISTINE L 9 POND VIEW DRIVE CENTERVILLEMA 02632228037 340 PINE STREET (HY,CENT) GRAY, JAMES E JR & ELANIE M 340 PINE STREET CENTERVILLEMA 02632228038 10 HERRING RUN DRIVE FOLEY, DANIEL J & DIANE M TRS HERRING RUN DRIVE REALTY TRUST 5 ROSE MARIE LANEWALPOLEMA 02081228039001 11 HERRING RUN DRIVE SWEENEY, BRYAN D & JACQUELYN THAXTER 11 HERRING RUN DRIVE CENTERVILLEMA 02632228053 98 KATHERINE ROAD CATON, CHRISTOPHER 98 KATHERINE ROAD CENTERVILLEMA 02632228054 110 KATHERINE ROAD BARNSTABLE LAND TRUST INC 1540 MAIN STREET WEST BARNSTABLEMA 02668228055 130 KATHERINE ROAD BARNSTABLE LAND TRUST INC 1540 MAIN STREET WEST BARNSTABLEMA 02668228056 148 KATHERINE ROAD CRONAN, LISA MARIE & STEPHEN G TRS CRONAN 2023 TRUST 148 KATHERINE ROAD CENTERVILLEMA 02632228058 154 KATHERINE ROAD COLARUSSO, ALAN J & MARLA W154 KATHERINE RD CENTERVILLEMA 02632228074 79 JOAN ROAD SKRYZNIARZ, GEORGE & DONNA 638 COVINGTON DRIVE NW CALABASHNC 58467228080 99 KATHERINE ROAD HUNT, RYAN C/O SUN PROPERTY GROUP11 ELKINS ST SUITE 250BOSTONMA 02127228081 129 KATHERINE ROAD WATERMAN-CASEY, M VIRGINIA & WATERMAN, MARY LOUISE TRS KATHERINE ROAD NOMINEE TRUST 129 KATHERINE ROAD CENTERVILLEMA 02632228088001 341 PINE STREET (HY,CENT) FITZGERALD, WILLIAM G & JULIE A 341 PINE STREET CENTERVILLEMA 02632228089 355 PINE STREET (HY,CENT) ROMAN CATHOLIC BISHOP OF FALL RIVER P O BOX 2577 FALL RIVERMA 02723228090001 429 PINE STREET (HY,CENT) BROWN-SONNENBERG, LINDA L TRLINDA L BROWN-SONNENBERG REVOCABLE TRUST 1752 SCRANTON TERRACE THE VILLAGEFL 32162228090002 421 PINE STREET (HY,CENT) BARNSTABLE, TOWN OF (MUN) 367 MAIN STREET HYANNISMA 02601228095 211 RIVERVIEW LANE MANES, MARION A TR MARION A MANES INVESTMENT TRUST 211 RIVERVIEW LANE CENTERVILLEMA 02632228097 40 RIVERVIEW LANE KENNEDY, JOHN F & AUSTIN J 40 RIVERVIEW LANE CENTERVILLEMA 02632228098 60 RIVERVIEW LANE DONNELLY, JOHN K & ROSEMARIE L 60 RIVERVIEW LN CENTERVILLEMA 02632228099 76 RIVERVIEW LANE MOREIRA, JOSEPH A & MARIA A G TRS THE 76 RIVERVIEW LANE REALTY TRUST 76 RIVERVIEW LANE CENTERVILLEMA 02632228102 346 RIVERVIEW LANE VECCHIONE, JOHN J & PAMELA 346 RIVERVIEW LANE CENTERVILLEMA 02632228103 461 PINE STREET (HY,CENT) SERPICO, ALISON T ET AL 461 PINE STREET CENTERVILLEMA 02632228106 475 PINE STREET (HY,CENT) WYLLIE, GLENN P & ELIZABETH R 475 PINE STREET CENTERVILLEMA 02632228107 485 PINE STREET (HY,CENT) WILD, JULIA M 485 PINE ST CENTERVILLEMA 02632228108 20 STANLEY WAY ATKINS, CHARLES A & LORI M 20 STANLEY WAY CENTERVILLEMA 02632228109 30 STANLEY WAY SMITH, DAVID R JR & MCNAYR, DEBRA A 30 STANLEY WAY CENTERVILLEMA 02632228111001 68 STANLEY WAY DAWES, EDMUND S JR & ELIZABETH BYRNE 68 STANLEY WAY CENTERVILLEMA 02632228111002 62 STANLEY WAY DAWES, EDMUND S JR & ELIZABETH BYRNE 62-68 STANLEY WAY CENTERVILLEMA 02632228112 80 STANLEY WAY TRAYWICK, MARTIN 648 CRAIGVILLE BEACH ROAD CENTERVILLEMA 02632228121 95 STANLEY WAY KILEY, KEVIN M & MARY LYNN 95 STANLEY WAY CENTERVILLEMA 02632228122 71 STANLEY WAY KENNEDY, NATALIA 71 STANLEY WAY CENTERVILLEMA 02632228123 35 STANLEY WAY JOHNSON, ROBERT C & MARY SEAN TRSROBERT C JOHNSON TR & MARY SEAN JOHNSON TR 35 STANLEY WAY CENTERVILLEMA 02632228139002 37 BROKEN DIKE WAY BOSWORTH, W CHANDLER JR P O BOX 685 CENTERVILLEMA 02632228140 19 STANLEY WAY GELLY, MATTHEW J 19 STANLEY WAY CENTERVILLEMA 02632228151 91 JOAN ROAD MAYFIELD, ELENA W & ELEANOR F 58 WACHUSETT AVENUE P O BOX 674 HYANNISPORTMA 02647228152 151 KATHERINE ROAD CONNOLLY, PATRICK T & ANNAMARIE 28 TWIN GABLES IRVINECA 92620228153 7 RIVERVIEW LANE BARNSTABLE LAND TRUST INC 1540 MAIN STREET WEST BARNSTABLEMA 02668228154 23 PINEY POINT DRIVE MOOS, RICHARD A & SHAWNA L 23 PINEY POINT DR CENTERVILLEMA 02632228155 15 PINEY POINT DRIVE CLOHERTY HENRY, JAMES & KATHLEEN TRS CLOHERTY HENRY FAMILY TRUST 58 MONTCLAIR AVENUE WEST ROXBURYMA 02132228156 42 STANLEY WAY FREELUND, DAVID M & BETTINA F TRS BETTINA F FREELUND TRUST 42 STANLEY WAY CENTERVILLEMA 02632228157 52 STANLEY WAY HEBENSTREIT, SANDRA J 52 STANLEY WAY CENTERVILLEMA 02632228162 96 RIVERVIEW LANE HEMENWAY, TODD M & WHITE, TYRRELL C 36 CLARKRIDGE ROAD WETHERSFIELDCT 06109228163 110 RIVERVIEW LANE JACOBSON, KIRILL & IRINA 11 EATON STREET WINCHESTERMA 01890228167 216 RIVERVIEW LANE DEMERS, PAUL J & SUZANNE D 216 RIVERVIEW LANE CENTERVILLEMA 02632228168001 146 RIVERVIEW LANE BOWES, JAMES N & BETSY M TRS RIVERVIEW REALTY TRUST 146 RIVERVIEW LANE CENTERVILLEMA 02632228168002 134 RIVERVIEW LANE JONES, STEPHEN C & LINDA M TRS THE STEPHEN C JONES REVOC TRUST 12779 MARINER COURT PALM CITYFL 34990
228169 180 RIVERVIEW LANE ANDERSON, MARTY J & JOHNSTON, ROBERT D 180 RIVERVIEW LANE CENTERVILLEMA 02632228174001 99 RIVERVIEW LANE SEAVER, CHRISTOPHER B 99 RIVERVIEW LANE CENTERVILLEMA 02632228174002 85 RIVERVIEW LANE STRIKIS, ANDREJS R 85 RIVERVIEW LANE CENTERVILLEMA 02632228175 69 RIVERVIEW LANE WAINIONPAA, JOHN W 69 RIVER VIEW LANE CENTERVILLEMA 02632228176001 51 RIVERVIEW LANE MCKEON, MARY C TR MARY C MCKEON TRUST 51 RIVERVIEW LANE CENTERVILLEMA 02632228176002 45 RIVERVIEW LANE LEMARBRE, JESSICA M TR LEMARBRE LIVING TRUST 7 SIENNA CIRCLE UPTONMA 01568228176003 31 RIVERVIEW LANE BARNSTABLE LAND TRUST INC1540 MAIN STREET WEST BARNSTABLEMA 02668228176004 21 RIVERVIEW LANE BARNSTABLE LAND TRUST INC1540 MAIN STREET WEST BARNSTABLEMA 02668228177 111 RIVERVIEW LANE SEIFART, SIEGFRIED TR SEIFART FAMILY INVESTMENT TRUST 111 RIVERVIEW LN CENTERVILLEMA 02632228178001 127 RIVERVIEW LANE BOWMAN, MAUREEN 127 RIVERVIEW LANE CENTERVILLEMA 02632228178002 137 RIVERVIEW LANE MENA, PAUL D & MARY M TRSPAUL D & MARY M MENA LIV TR 137 RIVERVIEW LANE CENTERVILLEMA 02632228178003 151 RIVERVIEW LANE BARNSTABLE LAND TRUST INC 1540 MAIN STREET WEST BARNSTABLEMA 02668228189 221 RIVERVIEW LANE CADZOW, THOMAS L & SUSAN M 221 RIVERVIEW LN CENTERVILLEMA 02632228195001 353 RIVERVIEW LANE FONE, ANDREW R & JESSICA T 353 RIVERVIEW LANE CENTERVILLEMA 02632228195002 339 RIVERVIEW LANE HEFFERNAN, BRIAN & MARCELLE 339 RIVERVIEW LANE CENTERVILLEMA 02632228196 63 RIVERVIEW LANE HENNY, SUSAN H & WILLIAMS B TRS SUSAN H HENNY TRUST 63 RIVERVIEW LANE CENTERVILLEMA 02632229001 53 PINEY POINT DRIVE GOLDIN, DINA Q & GOLDIN, LARISA 45 BENCLIFFE CIRCLE NEWTONMA 02466229002 61 PINEY POINT DRIVE CARMELITE SISTERS AGE/INFIRM C/O TREASURER GENERAL 600 WOODS RD GERMANTOWNNY 12526229003 52 DUNASKIN ROAD CORCORAN, DAVID J & TUNG, ELAINE 5 FRANKLIN RD LEXINGTONMA 02420229004 62 DUNASKIN ROAD NASTASIA, THOMAS V TR TCN REALTY TRUST 62 DUNASKIN ROAD CENTERVILLEMA 02632229007 98 DUNASKIN ROAD SCANLON, JEAN TR JEAN SCANLON TRUST 98 DUNASKIN RD CENTERVILLEMA 02632229008 103 BLANTYRE AVENUE HERLIHY FAMILY LIMITED PARNETSHIP 36 STANDISH CIRCLE WELLESLEYMA 02481229009 113 BLANTYRE AVENUE ZAFFERES-COCORIS, PAULA TR PAULA ZAFFERES REVOCABLE TRUST 113 BLANTYRE AVENUE CENTERVILLEMA 02632229010 83 BLANTYRE AVENUE REDDY, LAUREN J & MICHAEL A TRS REDDY LIVING TRUST 83 BLANTYRE AVENUE CENTERVILLEMA 02632229011 67 BLANTYRE AVENUE RESIDENT 67 BLANTYRE AVENUE CENTERVILLEMA 02632229012 17 ARGYLE AVENUE HINCHEY, STEPHEN A & JANET A 102 SUNRISE HILL CIRCLE ORANGECT 06477229013 83 DUNASKIN ROAD COHEN, GARY R & SUSAN M 508 EAGELTON COVE TRACE PALM BEACH GARDENSFL 33418229015 93 HOLLY LANE MORRISON, GEORGE A 93 HOLLY LANE CENTERVILLEMA 02632229016 73 HOLLY LANE EDDY, STEPHEN 73 HOLLY LANE CENTERVILLEMA 02632229017 90 HOLLY LANE TOGNONI, KEITH I & CATHERINE M TRS TOGNONI FAMILY TRUST 5919 E CAMBRIDGE AVENUE SCOTTSDALEAZ 85257-1019229018 76 HOLLY LANE BROWN, EARL E JR & KELLY KAY 76 HOLLY LN CENTERVILLEMA 02632229019 0 HOLLY LANE MAYO, DONNA M TR DONNA M MAYO REVOCABLE TRUST 5306 CALLE CADIZ PL HOUSTONTX 77007229020 39 POND VIEW DRIVE REGAN, JOHN THOMAS JR TR PO BOX 11714 BLACKSBURGVA 24062229021 59 POND VIEW DRIVE CAPRA, CURTIS 59 POND VIEW DRIVE CENTERVILLEMA 02632229022 71 POND VIEW DRIVE COBB, THOMAS & MEGHAN 74 MACARTHUR ROAD NATICKMA 01760229023 83 POND VIEW DRIVE DONNELLAN, MARK S 4 NORWOOD STREET WINCHESTERMA 01890229072 48 HARRISON ROAD LEGRAW, JOAN 48 HARRISON ROAD CENTERVILLEMA 02632229073 50 HARRISON ROAD TIGER, THOMAS G TR TIGER FAMILY IRREV TRUST 48 NELSON STREET FRAMINGHAMMA 01702229074 52 HARRISON ROAD SCHINK, SUSAN 481 AIRMOUNT AVENUE RAMSEYNJ 07446229075 56 HARRISON ROAD DONAHUE, JAMES P & JENNIFER A BELESI- 24 HUCKLEBERRY ROAD HOPKINTONMA 01748229076 60 HARRISON ROAD HOWARD, DONNA L 60 HARRISON ROAD CENTERVILLEMA 02632229077 64 HARRISON ROAD MACASKILL, JENNIFER R & EDWARD G & ALEXANDRA 64 HARRISON ROAD CENTERVILLEMA 02632229078 72 HARRISON ROAD MELLO, PAUL R & TALBOT, SUZANNE M 72 HARRISON ROAD CENTERVILLEMA 02632229079 79 HARRISON ROAD HERN, JAMES L & EDWINA R TRS HERN REVOCABLE TRUST 9 CLAIRE ROAD EASTONMA 02356229080 61 HARRISON ROAD CXYPOLISKI, THOMAS E C/O FIRST AMERICAN TAX SVCE 8435 STEMMONS FREEWAY DALLASTX 75847229081 31 HARRISON ROAD SILBOR, CYNTHIA M PO BOX 1059 CENTERVILLEMA 02632229108 125 BLANTYRE AVENUE WALLER, STEPHEN G & WARD, JANE B 125 BLANTYRE AVENUE CENTERVILLEMA 02632229109 83 BLANTYRE AVENUE REDDY, LAUREN J & MICHAEL A TRS REDDY LIVING TRUST 83 BLANTYRE AVENUE CENTERVILLEMA 02632229110 51 HOLLY LANE MAYO, DONNA M TR DONNA M MAYO REVOCABLE TRUST 5306 CALLE CADIZ PL HOUSTONTX 77007229114 51 BLANTYRE AVENUE CAHILL, LIAM & CATHLEEN R 51 BLANTYRE AVENUE CENTERVILLEMA 02632229116 41 BLANTYRE AVENUE IAFRATE, JOSEPH D & LINDA M 41 BLANTYRE AVE CENTERVILLEMA 02632230152 89 TELLEGEN TRAIL GRIFFITH, RICHARD W III 89 TELLEGEN TRAIL CENTERVILLEMA 02632230157 0 PHINNEY'S LANE BARNSTABLE, TOWN OF (CON) CONSERVATION COMMISSION 230 SOUTH STREET HYANNISMA 02601207061 38 CHURCH HILL ROAD 38 CHURCH HILL LLC 108 PARKER ROAD OWN_CITYOWN_STATEOWN_ZIP207062 288 SOUTH MAIN STREET RAHN, IAN 227 EAST 60TH ST APT 3A OSTERVILLEMA 02655207063 284 SOUTH MAIN STREET BARNSTABLE, TOWN OF (REC) 367 MAIN STREET NEW YORKNY 10022
207096 245 SOUTH MAIN STREET JOHNSON, CHERYL M 245 SOUTH MAIN ST HYANNISMA 02601207097001 263 SOUTH MAIN STREET WHOULEY, KATE A 263 SOUTH MAIN ST CENTERVILLEMA 02632207097002 269 SOUTH MAIN STREET LEWIS, DANIEL MARK & BERTHA ELIZABETH TRS LEWIS FAMILY 2023 LIVING TRUST 269 SOUTH MAIN STREET CENTERVILLEMA 02632207097003 279 SOUTH MAIN STREET BARNSTABLE LAND TRUST INC 1540 MAIN STREET CENTERVILLEMA 02632207097004 265 SOUTH MAIN STREET BOUDREAU, PHILIP M & ALEXANDRIA 265 SOUTH MAIN ST WEST BARNSTABLEMA 02668207109 272 SOUTH MAIN STREET ROMAN CATHOLIC BISHOP OF FALL RIVER P O BOX 2577 CENTERVILLEMA 02632207138 31 CHURCH HILL ROAD CAPTAIN DAVID KELLEY HOUSE LLC 539 MAIN STREET FALL RIVERMA 02723208084 230 SOUTH MAIN STREET ROMAN CATHOLIC BISHOP OF FALL RIVER P O BOX 2577 CENTERVILLEMA 02632208085001 170 SOUTH MAIN STREET DACEY, BRIAN ET TR C/O M CHRISTOPHER MURPHY 63 FERNBROOK LANE FALL RIVERMA 02723208085007 495 MAIN STREET (CENT.) CORRIDAN, STEPHEN G TR STEPHEN G CORRIDAN TRUST 495 MAIN STREET CENTERVILLEMA 02632228027 15 HOLLY LANE KELLY, JAMES E & LAURA E 15 HOLLY LANE CENTERVILLEMA 02632228030 9 POND VIEW DRIVE GARRISON, MICHAEL GREENLEAF & GARRISON CHRISTINE L 9 POND VIEW DRIVE CENTERVILLEMA 02632228089 355 PINE STREET (HY,CENT) ROMAN CATHOLIC BISHOP OF FALL RIVER P O BOX 2577 CENTERVILLEMA 02632228090001 429 PINE STREET (HY,CENT) BROWN-SONNENBERG, LINDA L TRLINDA L BROWN-SONNENBERG REVOCABLE TRUST 1752 SCRANTON TERRACE FALL RIVERMA 02723228090002 421 PINE STREET (HY,CENT) BARNSTABLE, TOWN OF (MUN) 367 MAIN STREET THE VILLAGEFL 32162228195001 353 RIVERVIEW LANE FONE, ANDREW R & JESSICA T 353 RIVERVIEW LANE HYANNISMA 02601228195002 339 RIVERVIEW LANE HEFFERNAN, BRIAN & MARCELLE 339 RIVERVIEW LANE CENTERVILLEMA 02632228104 471 PINE STREET (HY,CENT) CZAPLICKI, KEVIN, LAUREN J, KEVIN J JR & CZAPLICKI, ALLISON J 843 GLENDALE ROAD WILBRAHAM MA 01095 02632228105 473 PINE STREET (HY,CENT) DENNEN, DAWN D 473 PINE ST CENTERVILLE MA 02632
NOTICE OF INTENT
ABUTTER NOTIFICATION LETTER
DATE: 8 / 2 4 / 2 0 2 6
RE: Upcoming Barnstable Conservation Commission Public Hearing
To Whom It May Concern,
As an abutter within 100 feet of a proposed project, please be advised that a NOTICE OF INTENT
application has been filed with the Barnstable Conservation Commission.
APPLICANT: Town of Barnstable DPW
PROJECT ADDRESS OR LOCATION: Long Pond Area, Barnstable, MA
ASSESSOR’S MAP & PARCEL: MAP _multiple PARCEL __multiple
PROJECT DESCRIPTION: Long Pond Area Sewer Expansion Project: Installation of public sewer
infrastructure including two pumping stations to transition properties
from private septic systems to municipal sewer service, supporting long-
term water quality and environmental protection in local groundwater and
coastal water resources
APPLICANT’S AGENT: Environmental Consulting & Technology, Inc.
PUBLIC HEARING: WILL BE HELD REMOTELY VIA ZOOM
See agenda posting on Town Clerks website available at least 48 hours in advance of the meeting for
details.
DATE: 9 / 8 / 2026
TIME: 6 : 3 0 P.M.
NOTE: Plans and applications describing the proposed activity are on file with the Conservation
Commission at
https://itlaserfiche.town.barnstable.ma.us/WebLink/Browse.aspx?id=825530&dbid=0&repo=TownOfBarns
table, by email to Kimberly.Cavanaugh@town.barnstable.ma.us or by calling (508-862-4093)
ectinc.com
Attachment C:
Proof Of Abutter Notification
PS Form 3665, December 2024 (Page ___ of ___ ) PSN 7530-17-000-5549 See Reverse for Instructions
Certificate of Mailing — Firm
Name and Address of Sender TOTAL NO.
of Pieces Listed by Sender
TOTAL NO.
of Pieces Received at Post Office™Affix Stamp Here
Postmark with Date of Receipt.
Postmaster, per (name of receiving employee)
USPS® Tracking Number Address
(Name, Street, City, State, and ZIP Code™)Postage Fee Parcel AirliftFirm-specific Identifier
1.
2.
3.
4.
5.
6.
PS Form 3665, December 2024 (Page ___ of ___ ) PSN 7530-17-000-5549 See Reverse for Instructions
Certificate of Mailing — Firm
Name and Address of Sender TOTAL NO.
of Pieces Listed by Sender
TOTAL NO.
of Pieces Received at Post Office™Affix Stamp Here
Postmark with Date of Receipt.
Postmaster, per (name of receiving employee)
USPS® Tracking Number Address
(Name, Street, City, State, and ZIP Code™)Postage Fee Parcel AirliftFirm-specific Identifier
1.
2.
3.
4.
5.
6.
PS Form 3665, December 2024 (Page ___ of ___ ) PSN 7530-17-000-5549 See Reverse for Instructions
Certificate of Mailing — Firm
Name and Address of Sender TOTAL NO.
of Pieces Listed by Sender
TOTAL NO.
of Pieces Received at Post Office™Affix Stamp Here
Postmark with Date of Receipt.
Postmaster, per (name of receiving employee)
USPS® Tracking Number Address
(Name, Street, City, State, and ZIP Code™)Postage Fee Parcel AirliftFirm-specific Identifier
1.
2.
3.
4.
5.
6.
PS Form 3665, December 2024 (Page ___ of ___ ) PSN 7530-17-000-5549 See Reverse for Instructions
Certificate of Mailing — Firm
Name and Address of Sender TOTAL NO.
of Pieces Listed by Sender
TOTAL NO.
of Pieces Received at Post Office™Affix Stamp Here
Postmark with Date of Receipt.
Postmaster, per (name of receiving employee)
USPS® Tracking Number Address
(Name, Street, City, State, and ZIP Code™)Postage Fee Parcel AirliftFirm-specific Identifier
1.
2.
3.
4.
5.
6.
PS Form 3665, December 2024 (Page ___ of ___ ) PSN 7530-17-000-5549 See Reverse for Instructions
Certificate of Mailing — Firm
Name and Address of Sender TOTAL NO.
of Pieces Listed by Sender
TOTAL NO.
of Pieces Received at Post Office™Affix Stamp Here
Postmark with Date of Receipt.
Postmaster, per (name of receiving employee)
USPS® Tracking Number Address
(Name, Street, City, State, and ZIP Code™)Postage Fee Parcel AirliftFirm-specific Identifier
1.
2.
3.
4.
5.
6.
PS Form 3665, December 2024 (Page ___ of ___ ) PSN 7530-17-000-5549 See Reverse for Instructions
Certificate of Mailing — Firm
Name and Address of Sender TOTAL NO.
of Pieces Listed by Sender
TOTAL NO.
of Pieces Received at Post Office™Affix Stamp Here
Postmark with Date of Receipt.
Postmaster, per (name of receiving employee)
USPS® Tracking Number Address
(Name, Street, City, State, and ZIP Code™)Postage Fee Parcel AirliftFirm-specific Identifier
1.
2.
3.
4.
5.
6.
PS Form 3665, December 2024 (Page ___ of ___ ) PSN 7530-17-000-5549 See Reverse for Instructions
Certificate of Mailing — Firm
Name and Address of Sender TOTAL NO.
of Pieces Listed by Sender
TOTAL NO.
of Pieces Received at Post Office™Affix Stamp Here
Postmark with Date of Receipt.
Postmaster, per (name of receiving employee)
USPS® Tracking Number Address
(Name, Street, City, State, and ZIP Code™)Postage Fee Parcel AirliftFirm-specific Identifier
1.
2.
3.
4.
5.
6.
PS Form 3665, December 2024 (Page ___ of ___ ) PSN 7530-17-000-5549 See Reverse for Instructions
Certificate of Mailing — Firm
Name and Address of Sender TOTAL NO.
of Pieces Listed by Sender
TOTAL NO.
of Pieces Received at Post Office™Affix Stamp Here
Postmark with Date of Receipt.
Postmaster, per (name of receiving employee)
USPS® Tracking Number Address
(Name, Street, City, State, and ZIP Code™)Postage Fee Parcel AirliftFirm-specific Identifier
1.
2.
3.
4.
5.
6.
PS Form 3665, December 2024 (Page ___ of ___ ) PSN 7530-17-000-5549 See Reverse for Instructions
Certificate of Mailing — Firm
Name and Address of Sender TOTAL NO.
of Pieces Listed by Sender
TOTAL NO.
of Pieces Received at Post Office™Affix Stamp Here
Postmark with Date of Receipt.
Postmaster, per (name of receiving employee)
USPS® Tracking Number Address
(Name, Street, City, State, and ZIP Code™)Postage Fee Parcel AirliftFirm-specific Identifier
1.
2.
3.
4.
5.
6.
PS Form 3665, December 2024 (Page ___ of ___ ) PSN 7530-17-000-5549 See Reverse for Instructions
Certificate of Mailing — Firm
Name and Address of Sender TOTAL NO.
of Pieces Listed by Sender
TOTAL NO.
of Pieces Received at Post Office™Affix Stamp Here
Postmark with Date of Receipt.
Postmaster, per (name of receiving employee)
USPS® Tracking Number Address
(Name, Street, City, State, and ZIP Code™)Postage Fee Parcel AirliftFirm-specific Identifier
1.
2.
3.
4.
5.
6.
PS Form 3665, December 2024 (Page ___ of ___ ) PSN 7530-17-000-5549 See Reverse for Instructions
Certificate of Mailing — Firm
Name and Address of Sender TOTAL NO.
of Pieces Listed by Sender
TOTAL NO.
of Pieces Received at Post Office™Affix Stamp Here
Postmark with Date of Receipt.
Postmaster, per (name of receiving employee)
USPS® Tracking Number Address
(Name, Street, City, State, and ZIP Code™)Postage Fee Parcel AirliftFirm-specific Identifier
1.
2.
3.
4.
5.
6.
PS Form 3665, December 2024 (Page ___ of ___ ) PSN 7530-17-000-5549 See Reverse for Instructions
Certificate of Mailing — Firm
Name and Address of Sender TOTAL NO.
of Pieces Listed by Sender
TOTAL NO.
of Pieces Received at Post Office™Affix Stamp Here
Postmark with Date of Receipt.
Postmaster, per (name of receiving employee)
USPS® Tracking Number Address
(Name, Street, City, State, and ZIP Code™)Postage Fee Parcel AirliftFirm-specific Identifier
1.
2.
3.
4.
5.
6.
PS Form 3665, December 2024 (Page ___ of ___ ) PSN 7530-17-000-5549 See Reverse for Instructions
Certificate of Mailing — Firm
Name and Address of Sender TOTAL NO.
of Pieces Listed by Sender
TOTAL NO.
of Pieces Received at Post Office™Affix Stamp Here
Postmark with Date of Receipt.
Postmaster, per (name of receiving employee)
USPS® Tracking Number Address
(Name, Street, City, State, and ZIP Code™)Postage Fee Parcel AirliftFirm-specific Identifier
1.
2.
3.
4.
5.
6.
PS Form 3665, December 2024 (Page ___ of ___ ) PSN 7530-17-000-5549 See Reverse for Instructions
Certificate of Mailing — Firm
Name and Address of Sender TOTAL NO.
of Pieces Listed by Sender
TOTAL NO.
of Pieces Received at Post Office™Affix Stamp Here
Postmark with Date of Receipt.
Postmaster, per (name of receiving employee)
USPS® Tracking Number Address
(Name, Street, City, State, and ZIP Code™)Postage Fee Parcel AirliftFirm-specific Identifier
1.
2.
3.
4.
5.
6.
PS Form 3665, December 2024 (Page ___ of ___ ) PSN 7530-17-000-5549 See Reverse for Instructions
Certificate of Mailing — Firm
Name and Address of Sender TOTAL NO.
of Pieces Listed by Sender
TOTAL NO.
of Pieces Received at Post Office™Affix Stamp Here
Postmark with Date of Receipt.
Postmaster, per (name of receiving employee)
USPS® Tracking Number Address
(Name, Street, City, State, and ZIP Code™)Postage Fee Parcel AirliftFirm-specific Identifier
1.
2.
3.
4.
5.
6.
PS Form 3665, December 2024 (Page ___ of ___ ) PSN 7530-17-000-5549 See Reverse for Instructions
Certificate of Mailing — Firm
Name and Address of Sender TOTAL NO.
of Pieces Listed by Sender
TOTAL NO.
of Pieces Received at Post Office™Affix Stamp Here
Postmark with Date of Receipt.
Postmaster, per (name of receiving employee)
USPS® Tracking Number Address
(Name, Street, City, State, and ZIP Code™)Postage Fee Parcel AirliftFirm-specific Identifier
1.
2.
3.
4.
5.
6.
PS Form 3665, December 2024 (Page ___ of ___ ) PSN 7530-17-000-5549 See Reverse for Instructions
Certificate of Mailing — Firm
Name and Address of Sender TOTAL NO.
of Pieces Listed by Sender
TOTAL NO.
of Pieces Received at Post Office™Affix Stamp Here
Postmark with Date of Receipt.
Postmaster, per (name of receiving employee)
USPS® Tracking Number Address
(Name, Street, City, State, and ZIP Code™)Postage Fee Parcel AirliftFirm-specific Identifier
1.
2.
3.
4.
5.
6.
PS Form 3665, December 2024 (Page ___ of ___ ) PSN 7530-17-000-5549 See Reverse for Instructions
Certificate of Mailing — Firm
Name and Address of Sender TOTAL NO.
of Pieces Listed by Sender
TOTAL NO.
of Pieces Received at Post Office™Affix Stamp Here
Postmark with Date of Receipt.
Postmaster, per (name of receiving employee)
USPS® Tracking Number Address
(Name, Street, City, State, and ZIP Code™)Postage Fee Parcel AirliftFirm-specific Identifier
1.
2.
3.
4.
5.
6.
PS Form 3665, December 2024 (Page ___ of ___ ) PSN 7530-17-000-5549 See Reverse for Instructions
Certificate of Mailing — Firm
Name and Address of Sender TOTAL NO.
of Pieces Listed by Sender
TOTAL NO.
of Pieces Received at Post Office™Affix Stamp Here
Postmark with Date of Receipt.
Postmaster, per (name of receiving employee)
USPS® Tracking Number Address
(Name, Street, City, State, and ZIP Code™)Postage Fee Parcel AirliftFirm-specific Identifier
1.
2.
3.
4.
5.
6.
PS Form 3665, December 2024 (Page ___ of ___ ) PSN 7530-17-000-5549 See Reverse for Instructions
Certificate of Mailing — Firm
Name and Address of Sender TOTAL NO.
of Pieces Listed by Sender
TOTAL NO.
of Pieces Received at Post Office™Affix Stamp Here
Postmark with Date of Receipt.
Postmaster, per (name of receiving employee)
USPS® Tracking Number Address
(Name, Street, City, State, and ZIP Code™)Postage Fee Parcel AirliftFirm-specific Identifier
1.
2.
3.
4.
5.
6.
PS Form 3665, December 2024 (Page ___ of ___ ) PSN 7530-17-000-5549 See Reverse for Instructions
Certificate of Mailing — Firm
Name and Address of Sender TOTAL NO.
of Pieces Listed by Sender
TOTAL NO.
of Pieces Received at Post Office™Affix Stamp Here
Postmark with Date of Receipt.
Postmaster, per (name of receiving employee)
USPS® Tracking Number Address
(Name, Street, City, State, and ZIP Code™)Postage Fee Parcel AirliftFirm-specific Identifier
1.
2.
3.
4.
5.
6.
PS Form 3665, December 2024 (Page ___ of ___ ) PSN 7530-17-000-5549 See Reverse for Instructions
Certificate of Mailing — Firm
Name and Address of Sender TOTAL NO.
of Pieces Listed by Sender
TOTAL NO.
of Pieces Received at Post Office™Affix Stamp Here
Postmark with Date of Receipt.
Postmaster, per (name of receiving employee)
USPS® Tracking Number Address
(Name, Street, City, State, and ZIP Code™)Postage Fee Parcel AirliftFirm-specific Identifier
1.
2.
3.
4.
5.
6.
PS Form 3665, December 2024 (Page ___ of ___ ) PSN 7530-17-000-5549 See Reverse for Instructions
Certificate of Mailing — Firm
Name and Address of Sender TOTAL NO.
of Pieces Listed by Sender
TOTAL NO.
of Pieces Received at Post Office™Affix Stamp Here
Postmark with Date of Receipt.
Postmaster, per (name of receiving employee)
USPS® Tracking Number Address
(Name, Street, City, State, and ZIP Code™)Postage Fee Parcel AirliftFirm-specific Identifier
1.
2.
3.
4.
5.
6.
PS Form 3665, December 2024 (Page ___ of ___ ) PSN 7530-17-000-5549 See Reverse for Instructions
Certificate of Mailing — Firm
Name and Address of Sender TOTAL NO.
of Pieces Listed by Sender
TOTAL NO.
of Pieces Received at Post Office™Affix Stamp Here
Postmark with Date of Receipt.
Postmaster, per (name of receiving employee)
USPS® Tracking Number Address
(Name, Street, City, State, and ZIP Code™)Postage Fee Parcel AirliftFirm-specific Identifier
1.
2.
3.
4.
5.
6.
PS Form 3665, December 2024 (Page ___ of ___ ) PSN 7530-17-000-5549 See Reverse for Instructions
Certificate of Mailing — Firm
Name and Address of Sender TOTAL NO.
of Pieces Listed by Sender
TOTAL NO.
of Pieces Received at Post Office™Affix Stamp Here
Postmark with Date of Receipt.
Postmaster, per (name of receiving employee)
USPS® Tracking Number Address
(Name, Street, City, State, and ZIP Code™)Postage Fee Parcel AirliftFirm-specific Identifier
1.
2.
3.
4.
5.
6.
PS Form 3665, December 2024 (Page ___ of ___ ) PSN 7530-17-000-5549 See Reverse for Instructions
Certificate of Mailing — Firm
Name and Address of Sender TOTAL NO.
of Pieces Listed by Sender
TOTAL NO.
of Pieces Received at Post Office™Affix Stamp Here
Postmark with Date of Receipt.
Postmaster, per (name of receiving employee)
USPS® Tracking Number Address
(Name, Street, City, State, and ZIP Code™)Postage Fee Parcel AirliftFirm-specific Identifier
1.
2.
3.
4.
5.
6.
PS Form 3665, December 2024 (Instructions) PSN 7530-17-000-5549
Instructions for Certificate of Mailing — Firm
This service provides evidence that the mailer has presented individual items to
the Postal Service™ for mailing, and is available for the following products:
¡ Domestic services: First-Class Mail®, Priority Mail®,
Media Mail®, Library Mail, Bound Printed Matter and
Parcel Return Service (for NSAs only).
¡International services: First-Class Mail International® (unregistered items),
First-Class Package International Service® (unregistered items), Free
Matter for the Blind, and Airmail M-bags®.
The following instructions are for the preparation and use of PS Form 3665,
Certificate of Mailing – Firm (including USPS-approved facsimiles):
1.Complete and print all forms in ink or ball point pen.
2.Enter the name and address of the sender at the top of the form.
3.Enter a complete return address on each article.
4.Ensure the articles are properly packaged.
5.In the appropriate column, enter the applicable postage and fees.
6.Insert a firm-specific identifier or account number if desired. (This number
is for the sender’s use only, and the Postal Service will not use it for
identification.)
7.When describing and listing three or more individual pieces but not
presenting the pieces in the order shown on the sheet, consecutively number
each entry line on the sheet and number each piece to show both the
corresponding sheet and line number.
8.Enter the total number of articles in the proper space at the top of the form.
9.Obliterate all unused portions of the “Address” column by drawing a diagonal
line through the unused portion on the form.
10.When the number of articles presented exceeds the allotted space on the
form, use multiple sheets, and in the provided blank spaces in the lower left
of the form, number them consecutively to show sheet number and total
number of sheets (such as “Page 1 of 4,” “Page 2 of 4,” etc.).
11.Present PS Form 3665 and the mailing as follows:
¡When the mailing has fewer than 50 mailpieces and less than 50 pounds,
present the form and mailing at a retail Post Office™ location.
¡When the mailing has at least 50 mailpieces or at least 50 pounds,
present the form and mailing at a business mail entry unit (BMEU) or
USPS-authorized detached mail unit (DMU).
Privately Printed Forms: The Postal Service allows mailers to use
USPS-approved privately printed or computer-generated firm sheets that
are nearly identical in design elements and color to the USPS-provided
PS Form 3665. See DMM 503 for details on the approval process.
The mailer must retain the original written approval granted by the Postal Service
as evidence that the privately printed facsimile of PS Form 3665 has been
approved by the Postal Service. The Postal Service does not retain records on
the facsimile approvals. A mailer using privately prepared forms must periodically
verify them against the USPS-provided version and, if necessary, make routine
updates and obtain approval of the updated facsimile form.
A mailer using an approved privately printed form and wanting the form sheets
postmarked by the Postal Service must present the forms with the articles to be
mailed at a Post Office facility. The forms become the mailer’s only receipt (the
Postal service does not retain a copy).