A00831-613642.pdf

Massachusetts Department Of Transportation Highway Division Proposal No. 613642 - 136413

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DOCUMENT A00831

ARMY CORPS OF ENGINEERS

GENERAL PERMIT

Massachusetts Department Of Transportation Highway Division

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THIS PAGE INTENTIONALLY LEFT BLANK

Regulatory Division Regulatory File No. NAE-2025-02437

Katherine Nunes City of Taunton 90 Ingell Street Taunton, Massachusetts 02780 knunes@taunton-ma.gov

Dear Katherine Nunes:

This letter is in response to a request made by BETA Group, Inc., on behalf of the City of Taunton, dated June 2, 2026, to modify a project that is authorized under the Nationwide Permits. Our Department of the Army verification letter number NAE-2025- 02437, dated May 14, 2026, authorized the permanent discharge fill material within 8,570 square feet below the Ordinary High Water (OHW) mark of the Taunton River associated with the replacement of the bridge conveying Old Colony Avenue over the Taunton River in Raynham and Taunton, Massachusetts, at latitude 41.886117° and longitude -71.030069°. The bridge deck will be replaced, while the substructure will be retained. Scour protection will be installed below the bridge to protect the abutments and center pier. Scour protection will consist of a 2’-8” layer of natural streambed material over a 2’-0” layer of dumped riprap over 1’ of crushed stone for a total depth of 5’-8”. The project also includes temporary impacts within 4,699 square feet below OHW due to cofferdams and associated dewatering. This letter supersedes the verification letter issued by this office dated May 14, 2026.

The proposed changes are limited to revising the special conditions. The proposed regulated activities associated with this project remain unchanged and are detailed on the attached drawings titled “PRE-CONSTRUCTION NOTIFICATION TAUNTON AND

RAYNHAM, MASSACHUSETTS OLD COLONY AVENUE OVER TAUNTON RIVER

BRIDGE R-02-003=T-01-004,” on 10 sheets dated February 3, 2026.

Based on the information provided, the Corps has verified that the proposed actions are authorized under Nationwide Permit (NWP) NWP 14, Linear Transportation Projects, pursuant to authorities under Section 404 of the Clean Water Act (33 U.S.C. § 1344). You must ensure the proposed work is performed in accordance with the enclosed applicable terms and conditions. You can find a copy of these permits at:

https://www.nae.usace.army.mil/Missions/Regulatory/State-General-Permits/.

Proposal No. 613642 - 136413

A00831 - 3 https://www.nae.usace.army.mil/Missions/Regulatory/State-General-Permits/

Special Conditions

In addition, this verification is subject to the following special conditions:

1. The permittee shall complete and return the enclosed Work-Start Notification Form to this office at least two weeks prior to the anticipated construction start date.

2. The permittee shall complete and return the enclosed Completion Certification

Form to this office at least one month following the completion of the authorized work.

3. To protect diadromous fishes, no in-water work shall take place during the spring time-of-year (TOY) restriction from March 1 to July 15 or the fall TOY restriction from September 1 to November 15 of any year(s).

4. Work may take place during the above-mentioned TOY restrictions provided it is done in phases behind dewatered cofferdams. Cofferdams shall be installed outside of the TOY restrictions and be designed to ensure adequate water depth for safe fish passage throughout the TOY restrictions. Dewatering pumps shall include a two-part screen designed to limit entrainment and entrapment of sensitive diadromous fish species that may be present during the construction period. Any diadromous fishes observed within the dewatered area shall be removed and relocated to the water. Hand nets shall be kept onsite, and any fish relocation reported to the Massachusetts Division of Marine Fisheries.

5. Scour Protection (abutments, piers, etc.): Rock riprap shall be used in the stream bed only where a shear stress analysis has determined that scour protection is necessary to ensure stability of the structure. All stone fill shall be depressed (recessed) to a minimum of 2 feet and the overlying stream bed reconstructed to its pre-construction contours, elevations, and substrate sizes and types using existing stockpiled native substrate.

6. Erosion Control: No hay bales shall be used for erosion and sediment controls;

certified weed-free, chemical-free straw bales are acceptable.

7. Fabrics: Woven and mechanically bound biodegradable erosion control matting shall be used to stabilize all slopes steeper than 3H:1V. No plastic netting or welded joint poly-based matting shall be used.

8. Revegetation: Native seed mixes and plant species shall be used to reestablish vegetation. Plantings shall include a mix of woody shrub and tree species. No borrow, loam, or fill material shall contain invasive species.

9. Flow Maintenance: Downstream flows shall always be maintained, with water from dewatering operations filtered to remove excessive sediments and

A00831 - 4 discharged in a manner that prevents a release of turbid water into downstream areas. Entrapped fish or mussels shall be timely collected and relocated to the stream channel in a manner that promotes their safe recovery.

10. Construction:

a. Prior to moving construction equipment into the project area, the contractor must take reasonable measures to ensure that each piece of equipment is free of soil, seeds, vegetative matter, or other debris that may contain seeds of non-native terrestrial and aquatic invasive species.

b. If painting, sand or water blasting any portion of the bridge is necessary, appropriate aprons shall be utilized to provide for complete containment of all paint, and/or sealant over-spray particles and other debris during bridge removal, installation, or maintenance operations.

c. Aprons, tarps, shrouds, and/or other containment devices must be in place during bridge demolition, bridge maintenance, bridge construction and/or bridge surfacing activities to capture falling debris, paints, welding slag, sealant overspray, asphalt deck materials, or other debris.

d. All concrete chunks, asphalt, grindings, concrete materials, wood, rebar, and other debris generated during demolition or construction that enters the river shall be immediately removed and taken to an appropriate disposal facility outside of the floodplain.

e. All tools, equipment, barricades, signs, surplus materials, and rubbish from the project work limits shall be removed upon project completion. All construction debris and litter must be completely removed off site and disposed of properly upon completion of the project.

f. All debris, excess fill material and material excavated shall be disposed of at an approved upland location (above 100-year flood elevations).

Disposal in wetlands, floodplains or within 1000 feet of the Taunton River is prohibited.

11. Recreational Access: Boating (canoe/kayak or other) shall be safely maintained throughout the duration of the project either through the existing river channel or through a temporary portage trail. If this boating cannot be safely maintained, signage must be posted at the upstream and downstream boating access sites to inform the public of the river closure.

A change in location or project plans may require re-evaluation of your project.

Proposed changes must be coordinated with this office prior to construction. Failure to comply with all terms and conditions of these permits (NWP) invalidate this authorization and could result in a violation of Section 301 of the Clean Water Act or Section 10 of the Rivers and Harbors Act of 1899. You must also obtain all local, state, Tribal, and other Federal permits that apply to this project.

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Water Quality Certification (WQC)

The Commonwealth of Massachusetts issued a conditioned WQC decision for your project (enclosed). You must comply with the conditions specified in the WQC decision for this NWP authorization to be valid.

Permit Expiration

The Corps verification of this NWP authorization is valid until March 14, 2031, unless the NWP is modified, reissued, or revoked prior to that date. If the authorized work for the NWP authorization has not been completed by that date and you have commenced or are under contract to commence this activity before March 14, 2031, you will have until March 14, 2032, to complete the activity under the enclosed terms and conditions of this NWP.

Contact Information

If you have any questions, please contact Daniel Vasconcelos at 978-318-8653, or by email at daniel.b.vasconcelos@usace.army.mil. To better serve you, please complete the Customer Service Survey located at:

https://regulatory.ops.usace.army.mil/customer-service-survey/.

Sincerely, Grace Moses Chief, Technical Support Branch Regulatory Division

Enclosures:

Project Plans Work Start Notification Form Compliance Certification Form Water Quality Certification NWP 14, Linear Transportation Projects and General/Regional Conditions cc (w/enclosures):

Lauren Bonatakis, NPS, lauren_bonatakis@nps.gov Jonathan Niro, BETA Group, Inc., jniro@BETA-Inc.com Courtney Walker, MassDOT – Highway Division, courtney.l.walker@dot.state.ma.us Heidi Davis, MassDEP, via heidi.davis@mass.gov

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Work-Start Notification Form

File Number: NAE-2025-02437 State: Massachusetts County: Bristol

Permittee: City of Taunton, Katherine Nunes Date Verification Issued: 6/3/2026 Project Manager: Daniel Vasconcelos

At least two weeks prior to commencing the activity authorized by this permit, sign this certification and return it to the following address:

US ARMY CORPS OF ENGINEERS

New England District

Attn: Daniel Vasconcelos 696 Virginia Road

Concord, MA 01742 or daniel.b.vasconcelos@usace.army.mil 978-318-8653

Please note that your permitted activity is subject to a compliance inspection by a U. S.

Army Corps of Engineers (USACE) representative. Failure to comply with any terms or conditions of this authorization may result in the USACE suspending, modifying or revoking the authorization and/or issuing a Class I administrative penalty, or initiating other appropriate legal action.

The people (e.g. contractor) listed below will do the work, and they understand the permit’s conditions and limitations.

Contractor Name/Contractor Firm: _______________________________________

Business Address: ____________________________________________________

Contractor Phone and Email: ___________________________________________

Proposed Construction Dates: Start: _____________ Finish: ___________

Signature of Permittee Date

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U.S. Army Corps of Engineers (USACE)

CERTIFICATION OF COMPLIANCE WITH DEPARTMENT OF THE ARMY PERMIT

For use of this form, see Section 404 of the Clean Water Act, Section 10 of the Rivers and Harbors Act of 1899, and Section 103 of the Marine Protection, Research, and Sanctuaries Act; the proponent agency is CECW-COR.

Form Approved -

OMB No. 0710-0003

Expires 2027-10-31

The Agency Disclosure Notice (ADN)

The Public reporting burden for this collection of information, 0710-0003, is estimated to average 10 minutes per response, including time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information.

Send comments regarding the burden estimate or burden reduction suggestions to the Department of Defense, Washington Headquarters Services, at whs.mc-alex.esd.mbx.dd-dod-information-collections@mail.mil. Respondents should be aware that notwithstanding any other provision of law, no person shall be subject to any penalty for failing to comply with a collection of information if it does not display a currently valid OMB control number.

PURPOSE: This form is used by recipients of U.S. Army Corps of Engineer Regulatory permits to certify compliance with the permit terms and conditions.

Your permitted activity is subject to a compliance inspection by a U.S. Army Corps of Engineers representative. If you fail to comply with this permit, you are subject to permit suspension, modification, or revocation.

Upon completion of the activity authorized by this permit and any mitigation required by the permit, sign this certification and return it to the U.S. Army Corps of Engineers, New England District, Regulatory Office.

The certification can be submitted by email at daniel.b.vasconcelos @usace.army.mil or by mail at the below address:

U.S. Army Corps of Engineers

New England District Office

Street Address: 696 Virginia Road

City: Concord State: Massachusetts Zip Code: 01742-2751

COMPLETED BY THE CORPS

Corps Action Number: NAE-2025-02437

Permit Type: General Permit

General Permit Number and Name (if applicable): NWP 14 (Linear Transportation Projects)

Name of Permittee: Katherine Nunes

Project Name: MassDOT - Highway Division Bridge Rehabilitation

Project Location (physical address): Old Colony Avenue over Taunton River

Raynham and Taunton, Massachusetts

PERMITTEE'S CERTIFICATION

Proposal No. 613642 - 136413

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Date Work Started:

Date Work Completed:

Enclose photographs showing the completed project (if available).

I hereby certify that the work authorized by the above referenced permit has been completed in accordance with all of the permit terms and conditions, and that any required compensatory mitigation has been completed in accordance with the permit conditions.

Name Date Signature

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Maxwell Lambert Rectangle

Maxwell Lambert Stamp

FLUSH WITH CONC DRIVEWAYTYPE VB (TYP)

PROP GRAN CURB

SI

D

EW

AL

K

1.

5%

NOT TO SCALE

PLAN

1.

5%

GUTTERLINE

(M

IN

CUT CURB SUCH THAT JOINT WILL

BE SQUARE WITH ABUTTING CURB

EXIST DRIVEWAY

VARIES (SEE CONST PLAN)

7.5%

NOSE OF CURB TO BE

BACK OF SIDEWALK(S

EE

C O

N

ST

PL

AN

BACK OF SIDEWALK

(TYP BOTH SIDES)

1.

5%

7.5%**VA

R

IE

S

VA

R

IE

S

5.

5'

VARIES - SEE PLANS

VA

R

IE

S

TRANSITION

CURB (TYP)

PROP HMA

DRIVEWAY

MEET EXIST PAVEMENT

SAWCUT

*1.5%

PROP DRIVEWAY LENGTH

VARIES, SEE PLANS

DRIVEWAY APRON (VARIES)ROADWAY PAVEMENT

SLOPE15%5% TO

VARIES

(TYP)

3.0' (MIN)

SECTION FOR TYPICAL DRIVEWAY WITH SIDEWALK - TYPE A

NOT TO SCALE

NOT TO SCALE

SECTION FOR DEPRESSED DRIVEWAY WITH SIDEWALK - TYPE B

ROADWAY PAVEMENT DRIVEWAY APRON (VARIES)

VARIES, SEE PLANS

PROP DRIVEWAY LENGTH

1.5%*

SEE CONSTRUCTION PLAN

AND PAVEMENT NOTES

FOR DRIVEWAY TYPE

SLOPE VARIESPROP EDGE OF

ROAD AT DRIVEWAY

MEET EXIST DRIVEWAY

SAWCUT

PROP EDGE OF

ROAD AT DRIVEWAY

(SEE CONST PLAN)

(SEE CONST PLANS)

SIDEWALK

CEM CONC

SIDEWALK

CEM CONC

DETAIL FOR DEPRESSED DRIVEWAY WITH SIDEWALK - TYPE A

NOTE:

SEE PAVEMENT NOTES SHEET 3

AT DRIVEWAY

CEM CONC SW

AT DRIVEWAY

CEM CONC SW

SIDE TRANSITION

RIGHT

SIDE TRANSITION

LEFT

SEE CONSTRUCTION PLAN

AND PAVEMENT NOTES

FOR DRIVEWAY TYPE

SLOPE VARIES

MEET EXIST DRIVEWAY

SAWCUT

NO LIP - CITY STANDARD

NO LIP - CITY STANDARD

**DRIVEWAY OPENING DATA- TYPE A

DWY

NO. LOCATION

℄ DRIVEWAY OPENING

AT GUTTER GUTTER

PROFILE SLOPE

DEPTH OF

GUTTER TO

BACK OF

SIDEWALK

PATH OF

TRAVEL WIDTH

ACROSS

DRIVEWAY

TRANSITION

LENGTH

STATION OFFSET LEFT RIGHT

3 SOUTH

STREET EAST 5+11.1 12.0' LT -0.7% 6.0' 6.0' 6.5'9.0'

*MAX SLOPE, TOLERANCE FOR CONSTRUCTION 0.5%±

DRIVEWAY

OPENING

WIDTH

25.0'

NOTES:

1. SEE PAVEMENT NOTES (SHEET 4) FOR CEM.

CONC. DWY APRON.

2. DWY OPENINGS FROM STA 4+45 TO 7+10

SEE HMA DWY PAVEMENT NOTES (SHEET 4).

SEE MASSDOT S.D. E107.6.0

TRANSITION LENGTH

1.

5%

SI

D

EW

AL

K W

ID

TH

CURB REVEAL=6"

RAMP

7.5%

L

LIMIT OF CEM. CONC. CURB RAMP

W

STATION POINT

PCR

LEVEL ENTRANCE

1.5% SLOPE FOR

DRAINAGE

GRAN CURB

CURB RAMP TYPE "A"

CURB RAMP DETAIL TYPE "B"

SEE MASSDOT STD DETAIL 701.2.2 (JAN 2025)

RAMP1.

5%

RAMP

SI

D

EW

AL

K

STATION POINT

PCR

HIGH SIDE

1.

5%

LIMIT OF CEM CONC CURB RAMP

5.0' 6.5'

6.

5'

O R

L

ES

S

(MIN.)

7.5% * 7.5% *

REVEAL 6"

OR VARIES

REVEAL 6"

OR VARIES

TRANSITION

DEPTH OF LEVEL

LANDING 4.0' MIN.

OR 5.0' WHEN CURB AT

BACK OF PCR

REVEAL=0"

LOW SIDE

TRANSITION

GRAN CURB (TYP)

DETECTABLE WARNING PANEL

(4 '-0

"M

IN

R

AM

P

O

PE

N

IN

G

PLAIN CEMENT

CONCRETE

(TYP)

SECTION B-B

NOT TO SCALE

1.5% *

WIDTH OF

SW

DETECTABLE

WARNING PANELB

B

A A

W

ID

TH

1.5% *7.5% *

4'-0"

MIN.RAMP LENGTH

LEVEL

LANDING

SECTION A-A

NOT TO SCALE

DETECTABLE

WARNING PANEL

PROFILE GRADE

=0%

>1% TO 2%

>2% TO 3%

>3% TO 4%

>4% TO 5%

>0% TO 1%

ENGLISH UNITS

6'-6"

9'-0"

11'-0"

15'-0" MAX.

14'-0"

7'-8"

FOR CURB RAMPS

MASSDOT CONST. STD DETAIL 701.2.8 (JAN 2025)

TABLE I

CURB TRANSITION LENGTH

ROADWAY

TRANSITION LENGTH

* HIGH SIDE

*BASED ON A DESIGN SLOPE

CURB RAMP TYPE A DATA

PCR

NO. LOCATION

RAMP REFERENCE POINT GUTTER

PROFILE SLOPE

LENGTH OF

PRIMARY RAMP

L

WIDTH OF RAMP

OPENING

W

SIDEWALK

WIDTH

LANDING

AREA

STATION OFFSET

3 SOUTH

STREET EAST 7+72.5 15.1' LT 1.2% 6.5' 4.4' 5.5' > 5'

4 SOUTH

STREET EAST 8+23.2 17.0' LT 0.4% 4.0'

3"R 4.0' 5.5' > 5'

CURB RAMP TYPE B DATA

PCR

NO. LOCATION

RAMP REFERENCE POINT GUTTER

PROFILE SLOPE

WIDTH OF RAMP

OPENING

W

DEPTH OF LEVEL

LANDING (MIN. 4.0')

TRANSITION

LENGTH SIDEWALK

WIDTH

STATION OFFSET LEFT RIGHT

1 OLD COLONY

WAY 1+24.9 27.4' LT -2.8% 6.0' 5.4' 8.0' **

4.5"R± 6.5' 5.5'

2 OLD COLONY

WAY 1+58.3 29.6' LT -0.8% 5.0' 6.0' 7.67' 6.5' 6.0'

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

LEVEL LANDING >5'

NOT TO SCALE

LEVEL LANDING <5'

DWP

(SEE 701.2.1)

** MATCH EXISTING REVEAL

***GUTTER SLOPE (-%)

CONST.

***GUTTER SLOPE (+%)

NOT TO SCALE

GUTTER SLOPE DIAGRAM

PEDESTRIAN CURB RAMP

LEFT SIDE

PEDESTRIAN CURB RAMP

RIGHT SIDE

***ROADWAY DOWNGRADE

*** BASED ON ROADWAY SLOPE

SAME AS GUTTER SLOPE

LT SIDE

HIGH

RT SIDE

LOW

LT SIDE

LOW

RT SIDE

HIGH

NOTES:

1. ALL PEDESTRIAN CURB RAMPS SHALL CONFORM

TO THE REQUIREMENTS OF THE MASSACHUSETTS

ARCHITECTURAL ACCESS BOARD (AAB) AND THE

AMERICAN WITH DISABILITIES ACT (ADA) AND THE

LATEST MASSDOT STANDARDS.

2. THE LOCATIONS OF PROPOSED PEDESTRIAN

CURB RAMPS ARE SHOWN ON CONSTRUCTION

PLANS AND THE PEDESTRIAN CURB RAMP DETAILS

SHEETS. EXACT LOCATIONS MAY BE ADJUSTED, IF

NECESSARY, BY THE ENGINEER IN THE FIELD.

1.5% * 7.5% *

4'-0"

MIN. RAMP LENGTH

LEVEL

LANDING

SECTION C-C

NOT TO SCALE

WIDTH OF SW

DETECTABLE

WARNING PANEL

CURB RAMP TYPE C DATA

PCR

NO. LOCATION

RAMP REFERENCE POINT GUTTER

PROFILE SLOPE

WIDTH OF RAMP

OPENING

W

DEPTH OF LEVEL

LANDING (MIN. 4.0')

TRANSITION

LENGTH

SIDEWALK

WIDTH

STATION OFFSET

RAMPLEVEL LANDING > 5'

4' -0

M

IN

CUT DETECTABLE

WARNING PANEL

7.5% *

DETECTABLE

WARNING PANEL

(SEE 701.2.1)

GRANITE CURB

4' MIN 6"

7.5% *1.5% *

DETECTABLE

WARNING PANEL (SEE

701.2.1) IN PATH OF TRAVEL

TRANSITION LINE

LEVELED WITH ROADWAY

NON-TRAVERSABLE AREA

(E.G GRASSED AREA)

ROADWAY

CURB RAMP TYPE "C"

NOT TO SCALE

PEDESTRIAN TRANSITION RAMP TO SHOULDER NOTES:

1. DETECTABLE WARMING PANEL TO BE ALIGNED TO THE DIRECTION

OF TRAVEL.

2. PEDESTRIAN PATH OF TRAVEL SHALL BE NO LESS THAN 4'-0" WIDE

AND FREE OF VERTICAL OBSTRUCTIONS (FOR ALL CONSTRAINED

CONDITIONS).

3. ALL SLOPE VALUES LISTED HERE ARE MAXIMUM VALUES WITH

CONSTRUCTION TOLERANCE OF ±0.5%.

4. THE DETECTABLE WARNING PANEL IS 2 FEET DEEP MINIMUM AT ALL

LOCATIONS IN THE PEDESTRIAN PATH OF TRAVEL

CURB RAMP

STATION POINT

FED. AID PROJ. NO. SHEET

NO.

TOTAL

SHEETSSTATE

MA

PROJECT FILE NO.

CONSTRUCTION DETAILS

613642

2 10

SOUTH STREET E./OLD COLONY AVE.

A00831 - 11

6'-6"

6"

NOT TO SCALE

ADJOINING CURB

SQUARELY AGAINST

CUT CURB TO FIT

6"

DETAIL FOR GRANITE TRANSITION CURB

TO EXISTING EDGE OF TRAVEL WAY)

(VIEW SHOWING PROP CURB TRANSITION

VARIES

6"

GUTTER LINE

TRAFFIC SIGN

VARIES

SIDEWALK

VARIES

(48" MIN., NOTE 3)

1.5% (MAX.)

SIGN

BA

C

K O

F

SI

D

EW

AL

K

LA

YO

U T

LI

N

E

7' -0

(M

IN

. C

LE

AR

AN

C

E)

D6/D8 SIGN SUPPORT

VARIES

SIDEWALK

VARIES

(48" MIN.)

1.5% (MAX.)

BA

C

K O

F

SI

D

EW

AL

K

LA

YO

U T

LI

N

E

7' -0

(M

IN

. C

LE

AR

AN

C E)

NOTES:

DETAIL FOR MINIMUM OFFSET DISTANCES

FOR SIDEWALK OBSTRUCTIONS

(NOTE 3)

TRANSITION CURB - PROP CURB TO EXISTING CURB

NOT TO SCALE

PROP CURB TO EXISTING EDGE OF TRAVEL WAY

NOT TO SCALE

STANDARD LENGTH

6'-6"

DETAIL FOR TRANSITION CURB

6" REVEAL OR VARIES

DETAIL FOR TRANSITION CURB

BURIED END SECTION

OF GRANITE CURB

CUT END TO FIT SQUARELY

AGAINST ADJOINING CURB

GUTTER LINE &

EDGE OF ROADWAY

EXISTING BIT.

CONC CURB, BERM

OR CONC CURB

GUTTER LINE &

EDGE OF ROADWAY

STANDARD LENGTH

6'-6"

6" REVEAL OR VARIES

BURIED END SECTION

OF GRANITE CURB

CUT END TO FIT SQUARELY

AGAINST ADJOINING CURB

TOP OF GRAN

CURB

OR VARIES

OR VARIES

WIDENING VARIES

GREATER THAN 4.0'

NOT TO SCALE

DETAIL FOR BOX WIDENING GREATER THAN 4.0'

2.0% (OR VARIES)**

VARIES, LESS THAN 4'-0"

PROP WIDENING

NOT TO SCALE

DETAIL FOR BOX WIDENING 4.0' OR LESS

PROP GRAN CURB

TYPE VB

12" CUTBACK

EXIST CURBLINE

OR EDGE OF

PAVEMENT

12"

SAWCUT LINE

6" REVEAL

(TYP)

6"

(TYP)

6" (TYP)

6" CEM CONC

FOR CURB SUPPORT

SEE CONST STD.

DETAIL E106.3.0

SAWCUT

LINE

6" REVEAL

(TYP)

PROP GRAN CURB

TYPE VB

12"

NOTE:

SEE PAVEMENT NOTES SHEET 4

NOTE:

SEE PAVEMENT NOTES SHEET 4

SEE PAVEMENT NOTES

SEE PAVEMENT NOTES

12" CUTBACK

EXIST CURBLINE

OR EDGE OF

PAVEMENT

2.0% (OR VARIES)**

*1.5%

6" REVEAL

(TYP)

5.5' MIN (VARIES)

CEM CONC SIDEWALK

PROP GRAN CURB

TYPE VB

EXIST ROADWAY

DETAIL FOR GRANITE CURB AT BACK OF SIDEWALK

(TYP.)

6"

NOT TO SCALE

CEM CONC SIDEWALK

RETAIN EXIST

(SEE PLAN)

VARIES

VARIES (5.5' MIN.)

CEM. CONC. FOR CURB SUPPORT

4" CEM CONC

8" GRAVEL BORROW TYPE b

GRAN. CURB

TYPE VB

REVEAL VARIES

MATCH EXISTING GRADE

AND MATERIAL AT BACK OF

SIDEWALK, SEE CONST PLAN

6"

6" GRAVEL BORROW,

TYPE b

6"

VARIES

EXIST PARKING

AREA

CONC SUPPORT

1.75"

SAWCUT EXIST.

PAVEMENT

EXIST. ROADWAY

DETAIL FOR PAVEMENT TRANSITION AT LIMIT OF WORK

MEET EXIST.

SURFACE

ROADWAY

PROP. PAVEMENT

CROSS SECTION

PAVEMENT TRANSITION 10' (MIN.) LIMIT OF VARIABLE DEPTH PAVEMENT

MILLING & OVERLAY

NOT TO SCALE

EXISTING GRADE

MILLING

EXISTING PAVEMENT

SAWCUT EXISTING

PAVEMENT

CONTINUE SUPERPAVE

SURFACE COURSE 12.5 (SSC-12.5-P)

AS RESURFACING

CURB AT BACK OF SIDEWALK

NEAR PARKING LOT AREAS

NOT TO SCALE

6" GRAVEL BORROW,

TYPE b

CONC SUPPORT

STA 50+45 TO 54+36±

6"

NOT TO SCALE

DETAIL FOR SIDEWALK W/ GRANITE CURB - NO ROADWAY WORK

6" (TYP)

6" CEM CONC

FOR CURB SUPPORT

SEE CONST STD.

DETAIL E106.3.0

6" REVEAL

(TYP) PROP GRAN CURB

TYPE VB

NOTE:

SEE PAVEMENT NOTES SHEET 4

(VARIES)**

1. MINIMUM CLEAR PATH ON ALL SIDEWALKS

SHALL BE 48 INCHES, EXCLUDING THE CURB.

2. CONTRACTOR TO ATTAIN 60" CLEAR

4" CEM CONC

8" GRAVEL BORROW TYPE b

VARIES (5.5' MIN.)

CEM CONC SIDEWALK

*1.5%

*1.5%

PROP GRAN CURB

TYPE VB

PROP GRAN CURB

TYPE VB

SAWCUT

LINE

6"

SAWCUT

LINE

6"

SAWCUT

LINE (TYP)

SIGN

6'-0"

1' -6

6"

4"

6"±1"

NOTES:

1. TOP SURFACE AND SLOPED SURFACE TO BE DRESSED

BY SAW. REMAINDER TO BE QUARRY SPLIT.

2. DRAWING SHOWS TRANSITION CURB FOR ONE

DIRECTION. FOR OTHER DIRECTION USE OPPOSITE

HAND.

GUTTER LINE

QUARRY

SPLIT

2"

2" 4"

GRANITE CURB TYPE VA4-SPLAYED END

(ITEM 504.2)

NOT TO SCALE

FED. AID PROJ. NO. SHEET

NO.

TOTAL

SHEETSSTATE

MA

PROJECT FILE NO.

CONSTRUCTION DETAILS

613642

3 10

SOUTH STREET E./OLD COLONY AVE.

A00831 - 12

1. LENGTH AND WIDTH OF POLYPROPYLENE FABRIC MUST EXCEED EXISTING CATCH BASIN

FRAME. REPLACE CATCH BASIN GRATE TO SECURE POLYPROPYLENE FABRIC IN PLACE.

2. REMOVE CATCH BASIN GRATE AND INSTALL POLYPROPYLENE FABRIC OVER CATCH BASIN

FRAME DIMENSIONS BY A MINIMUM OF 8".

NOT TO SCALE

CATCH BASIN EROSION

CONTROL PROTECTION (TYP)

WIDTH = width + 8" minimum

LENGTH = length + 8" minimum

NOTES

length width

CATCH BASIN GRATE

MANUFACTURED

POLYPROPYLENE

FABRIC

FRAME

BASINS WITHIN THE PROJECT LIMITS.

3. PROVIDE EROSION CONTROL PROTECTION AT ALL EXISTING AND PROPOSED CATCH

B

CAP OR PLUG

M

IN

SECTION B-B

(OPTIONAL)

A

H

PLAN - REDUCER

H

PLAN - TEE

SECTION A-A

BA

M

AX

B

SHORT PIECE OF

PIPE (3' MIN.)

PLAN - PLUG

A

A

B

PLAN - HORIZONTAL BEND

B

WITH TIE BARS

#4 REINF. BARS

ELEVATION - VERTICAL BENDS

B

NOT TO SCALE

CONCRETE ANCHORAGE DETAILS

12" x 6" TEE 24" x 24"

8" x 6" REDUCER 24" x 24"

8" - 1/16 BEND

12' x 8" REDUCER 24" x 24" 20" x 20"

12" x 8" TEE 16' x 12" TEE

8" PLUG

150 mm PLUG

HYDRANT 24" x 24" 32" x 32" 24" x 24"

24" x 24" 32" x 32"

8" - 1/8 BEND

6" - 1/8 BEND

8" x 6" TEE

12" - 1/8 BEND

12" x 12" TEE

32" x 32" 24" x 24"

32" x 32"

20" x 20" 24" x 24"

CONCRETE ANCHORAGE THRUST BLOCK REQUIREMENTS

FITTING

AGAINST UNDISTURBED EARTH

MIN. BEARING AREA (H X B)

ALL CONCRETE TO BE PLACED

NOTE:

18"

DEPTH

VARIES

PERMANENT DRAINAGE TRENCH

IN MILL AND OVERLAY AREAS

NOT TO SCALE

PAY LIMITS

DIA. + 3.0'

VARIES 18"

DEPTH

VARIES

TEMPORARY DRAINAGE TRENCH

IN FULL DEPTH AREAS

NOT TO SCALE

PAY LIMITS

DIA. + 3.0'

VARIESPROP DRAIN PIPE

6"

SUITABLE COMPACTED

BACKFILL (150.64)

8" GRAVEL

BORROW TYPE B

PROP PAVEMENT PER

TYPICAL SECTIONS

EXIST OR PROP

PAVEMENT

SAWCUT EXIST

PAVEMENT

PROP DRAIN PIPE

6"

3" HOT MIX ASPHALT

TEMPORARY PATCHING

(ITEM 472)

EXIST OR PROP

PAVEMENT

SAWCUT EXIST

PAVEMENT

SUITABLE COMPACTED

BACKFILL (150.64)

NOTES:

1. ANY EXCAVATED MATERIALS DETERMINED BY THE

ENGINEER TO BE UNSUITABLE FOR BACKFILL SHALL BE

REPLACED WITH GRAVEL BORROW FOR BACKFILLING

STRUCTURES AND PIPES AND PAID FOR UNDER ITEM 151.2.

NOTES:

1. ANY EXCAVATED MATERIALS DETERMINED BY THE

ENGINEER TO BE UNSUITABLE FOR BACKFILL SHALL BE

REPLACED WITH GRAVEL BORROW FOR BACKFILLING

STRUCTURES AND PIPES AND PAID FOR UNDER ITEM 151.2.

5'-0" MIN.

6" (M

IN

48"DIA. (MIN.)

ALTERNATE FLAT TOP SLAB

ALTERNATE ECCENTRIC CONE SECTION

24" ROUND, SQUARE,

OR OFFSET OPENING

AS REQUIRED (TYP.)

BRICK MAY BE USED FOR

GRADE ADJUSTMENTS.

FRAME TO BE SET IN FULL

BED OF MORTAR. PROVIDE

CONCRETE COLLAR.

ALTERNATE DRAINAGE STRUCTURE

TOP CONFIGURATIONS

NOT TO SCALE

NOTES:

1. BASED ON ACTUAL FIELD CONDITIONS; THE

CONTRACTOR SHALL DETERMINE WHICH

STYLE OF TOP SECTION SHOULD BE USED.

CONTINGENCY DETAIL FOR STORM

(USE ONLY IF OBSTRUCTION IS ENCOUNTERED)

DRAIN LATERAL LINES

NOT TO SCALE

10" DI PIPE

UTILITY

OBSTRUCTION

MH FOR

MAIN LINE

MAIN LINE

STORM DRAIN

RCP PIPE

SIZE VARIESINLET

4' SUMP CATCH BASIN OR DMH W/SUMP

WITH FRAME AND COVER

NOT TO SCALE

12"

SURFACE TREATMENT

PER PLAN

EXCAVATION FOR

LEACHING BASIN

CRUSHED STONE FIELD

12"

TOE INTO SOIL

12" MIN. (TYP.)

30 MIL IMPERMEABLE

BARRIER PLACED

AGAINST

UNDISTURBED SOIL ON

SIDE OF TRENCH

ALONG ROADWAY

DETAIL FOR IMPERMEABLE BARRIER

INSTALLATION IN EXCAVATION WALL

EXTEND BARRIER TO

MATCH DEPTH OF

CRUSHED STONE

LEACHING FIELD

5"

18"

8"

" 19

" 12

LIFT HOLES TYP

2 PLACES

15" DIA DROP UP

OPENING

FRAME AND GRATE

MASSDOT CASCADE

TYPE-3 FLANGE

BRICK

15" DIA DROP UP

OPENING

WWF WITH As = 0.15 SQ IN

TYP IN CENTER IN

WALLS AND BASE

PLAN VIEW ISOMETRIC

SECTION A-A

SEE NOTE 4

SEE NOTE 4

SPECIAL GUTTER INLET

(ITEM 204)

NOTES:

1. DESIGNED FOR AASHTO HS25-44 LOADING

2. CONCRETE STRENGTH fc=4000 PSI

3. REINFORCING STEEL: ASTM A185 (wwf) fy=60,000 PSI

4. CURB INLETS ARE REQUIRED WHEN GUTTER INLETS

ARE INSTALLED AGAINST CURBING. PROVIDE 3"X6"

OPENING WHERE CURB INLETS ARE PROPOSED.

SEE NOTE 4

SIDE VIEW

STONE FOR PIPE ENDS

NOT TO SCALE

UNDISTURBED SUBGRADE

6" GRAVEL BORROW TYPE b

VARIES

GEOTEXTILE FABRIC

FOR PERMANENT EROSION CONTROL

MATCH EXIST

GRADE

STONE FOR PIPE ENDS

(12" MIN.)

HYDRANT ASSEMBLY (TYP.)

FED. AID PROJ. NO. SHEET

NO.

TOTAL

SHEETSSTATE

MA

PROJECT FILE NO.

CONSTRUCTION DETAILS

613642

4 10

SOUTH STREET E./OLD COLONY AVE.

A00831 - 13

COMPOST FILTER TUBE BERM (SLOPES 2:1 OR STEEPER)

NOT TO SCALE

AREA OF SOIL

DISTURBANCE

RESOURCE

AREA

FLOW

1" X 1" X 4' HARDWOOD STAKES

STAKE A MIN. OF EVERY 5 FEET TO

SECURE TUBE OR PER

MANUFACTURERS' INSTRUCTION

FLOW

RESOURCE

AREA

SECTION PLAN VIEW

AREA OF SOIL

DISTURBANCE

RESOURCE

AREA

FLOW

WOVEN

POLYPROPYLENE

FIBER FABRIC

1" x 1" x 4" Hardwood Stake

FOLD FLAP (8" MIN.) AND

PLACE TUBE ON TOP. DO

NOT TRENCH FABRIC.

COMPOST FILTER TUBE & SILT FENCE

NOT TO SCALE

SECTION

PLACE TUBE AS CLOSE TO LIMIT OF SOIL

DISTURBANCE AS POSSIBLE, ALONG CONTOURS, AND

PERPENDICULAR TO FLOW.

ADJUST LOCATION AS REQUIRED FOR OPTIMUM

EFFECTIVENESS. DO NOT INSTALL IN WATERWAYS.

CURVE ENDS

UPHILL

EXISTING

TREE

MIN. 3 FT OVERLAP

FOR CONTINUOUS

BARRIER.

HARDWOOD STAKES PLACED

OUTSIDE OF TUBES OR PER

MANUFACTURERS' INSTRUCTION

PROTECTED ZONE

PLAN VIEW

FLOW

NOT TO SCALE

ENSURE FIRM CONTACT WITH

GROUND TO PREVENT FLOW

UNDERNEATH TUBES

FOR SLOPES 3:1 OR AS

NECESSARY, STAKE OR

OTHERWISE SUPPORT TUBES

(I.E., TREES, CINDER BLOCKS)AREA OF SOIL

DISTURBANCE

BIODEGRADABLE

FABRIC

PROTECTED ZONE

SECTION

FLOW

12" dia.* installed

CAPTURE SEDIMENT AND

PREVENT FLOW OFF SITE

*9 INCH MAY BE USED FOR FLATTER SURFACES

WITH APPROVAL FROM ENGINEER

REDUCE HIGH WATER

FLOW ONTO WORK ZONE

SEDIMENT BARRIER - COMPOST FILTER TUBE

TREE PROTECTION DETAILS

CONSTRUCTION ZONE

FENCE AND POST

MATERIAL PER

SPECIFICATIONS.

PLACE FENCE AS SHOWN

ON PLANS AND AS CLOSE

TO CONSTRUCTION LIMITS

(AS FAR FROM TRUNK) AS

POSSIBLE

NO TRESPASSING, STORAGE OF

EQUIPMENT, OR STOCKPILING OF

MATERIALS

PLACE FENCE AS SHOWN ON

PLANS AND AS CLOSE TO

CONSTRUCTION LIMITS (AS FAR

FROM TRUNK) AS POSSIBLE

EXISTING

TREES

LIMIT

CANOPY/ROOT

ZONE

TREE ROOT ZONE/

PLANT PROTECTION ZONE

CANOPY DRIP LINE

PLAN VIEW - FENCE PROTECTION OF ROOT ZONESECTION - FENCE PROTECTION OF ROOT ZONE SECTION - TRUNK ARMORING & PRUNING

CONSTRUCTION ZONE

PRUNE CANOPY AS REQUIRED

TO PREVENT DAMAGE FROM

CONSTRUCTION EQUIPMENT.

REMOVE DEAD/DAMAGED LIMBS

IF AND AS DIRECTED.

PRUNING SHALL BE PER ANSI

A300 STANDARDS

NO TRESPASSING, STORAGE OF

EQUIPMENT, OR STOCKPILING OF

MATERIALS

ARMOR TREES AS

SHOWN ON PLANS

OR PER ARBORIST

ARMOR FROM BASE OF

TREE, INCLUDING ROOT

FLARE, TO FIRST BRANCH.

TREE ROOT ZONE

C O

N S

TR

U

C

TI

O N

Z O

N E

TREE ROOT ZONE/

PLANT PROTECTION ZONE

NO TRESPASSING,

STORAGE OF EQUIPMENT, OR

STOCKPILING OF MATERIALS

IN ROOT ZONE

MEET FINAL GRADE

PLACE MODIFIED ROCKFILL (M2.02.4)

AT SPECIFIED DEPTH MIN. 2 FT.

12 INCHES CRUSHED

STONE (M2.01.0) OVER SMOOTHLY

GRADED SLOPE

SEED OVER COMPOST (SEE SPECIAL

PROVISION FOR RESTORATION SEEDING

FOR SEED MIXES AND RATES)

LIVE CUTTINGS- (3 LIVE STAKES OR

TUBELINGS PER CARDBOARD TUBE)

-SEE PLANS FOR SPECIES (ITEM 796.1)

18 INCH DIA. (MIN.) CARDBOARD

TUBE (PERFORATED)- TEMPORARILY STAKE

IN PLACE, FILL WITH LOAM PRIOR TO

PLACING MODIFIED ROCKFILL

GEOTEXTILE FABRIC CUT TO

ACCOMODATE TUBES (TYPICAL)

TRIM TOP OF TUBE FLUSH WITH FINISH

GRADE TO ALLOW DRAINAGE

APPLY COMPOST MATERIAL OVER STONE.

MATERIAL SHALL BE PLACED SO THAT

SETTLED MATERIAL IS AT OR SLIGHTLY

BELOW SURFACE PLANE OF STONE.

AS SPECIFIED

DEPTH OF STONE

SPACING VARIES

-SEE PLANS

1.5 MIN.

TAPER STONE AND

COMPOST TO MEET FINAL

GRADE

EXISTING SUBGRADE

OF MODIFIED ROCKFILL

WIDTH OF TOE EQUAL TO DEPTH

2'-8" RESTORED STREAMBED

24" DUMPED RIPRAP (M2.02.2)

(TYPICAL)

12" CRUSHED STONE

(TYPICAL)

LIVE CUTTINGS IN MODIFIED ROCKFILL

NOT TO SCALE

PERFORATED HDPE

INFILTRATION TRENCH

NOT TO SCALE

PROP PERFORATED

HDPE DRAIN PIPE

4" CRUSHED STONE

6"

2'

FILTER FABRIC FOR

SUBSURFACE DRAINAGE

(TOP AND SIDES ONLY)

(LAP ALL JOINTS 12" MIN.)

FED. AID PROJ. NO. SHEET

NO.

TOTAL

SHEETSSTATE

MA

PROJECT FILE NO.

CONSTRUCTION DETAILS

613642

5 10

SOUTH STREET E./OLD COLONY AVE.

A00831 - 14

5 6

9+00

PC +83.72

PC +62.69

PT +12.20

PT +11.73

10+00 11+00

SEED FOR LAWN

MULCH

ROADSIDE RIVERBANK MIX

LEGEND

SEEDING LOCATIONS

FED. AID PROJ. NO. SHEET

NO.

TOTAL

SHEETSSTATE

MA

PROJECT FILE NO.

CONSTRUCTION DETAILS

613642

6 10

SOUTH STREET E./OLD COLONY AVE.

SCALE: 1" = 30'

0 60 100

N

A00831 - 15

R A

YN

H

A M

TA

U

N

TO

N

0+00

PC +83.72

PC +62.69

PT +12.20

DD

SOUTH STREET EAST(PUBLIC)

OLD COLONY AVE

(PUBLIC)

BATTLE R

O

W

(PR

IVATE)

TA

U

N

TO

N R

IV

ER

TA

UN

TO

N

RI

VE

R

PROP CITY ALT LINE

R&R CURB

PROP MULCH

PROJECT BEGIN

BEGIN MILL & OVERLAY

N2783608.4781 E784198.0476

STA 1+10

SAWCUT

MEET EXIST

BEGIN LIMIT OF FULL DEPTH CONST

END LIMIT OF MILL & OVERLAY STA 2+34±

PROP PCR-2

PROP SEDIMENT

CONTROL BARRIER

PROP GRAN CURB

TYPE VB

RET EOP

PROP 6.0' CC SW

PROP GUARDRAIL (TYP)

LIMIT OF

MILL & OVERLAY

MEET EXIST

6'

PROP TEMP

EASEMENT LINE

PROP 6.0'

CC SW

RET CONC APRON

27'

PROP PERM CHANNEL &

UTILITY EASEMENT LINE

APPROX. LIMITS OF

RIPRAP (TYP.)

BR# R-02-003=T-01-004

PROP BOX

WIDENING <4'

PROP GUARDRAIL

(TYP)

RET HEDGES

PROP PCR-1

LIMIT OF SW

MEET EXIST R&D CURB

REM CC SW &

PROP LOAM & SEED

REM SHRUBS

PROP MULCH

SAWCUT CC DWYRET PVMT

PROP HMA DWY

PROP BOX WIDENING

PROP SEDIMENT

CONTROL BARRIER

PROP HMA DWY

PROP TEMP

EASEMENT LINE

112.96'

BEGIN BOX

WIDENING <4FT

STA 5+00±

RET HEDGES

R

IVER

BEN

D

C O

N D

O M

IN

IU

M S

D W

Y (PR

IVATE)

BEGIN LIMIT OF

FULL DEPTH CONST

END LIMIT OF MILL

& OVERLAY

STA 1+80±

PROP CLEARING &

GRUBBING LIMIT

PROP CLEARING &

GRUBBING LIMIT

PROP CLEARING &

GRUBBING LIMIT

PROP CC SW

6'

PROP FULL DEPTH

CONSTRUCTION

R&R SIGN

RET SMH

RET CC SW

R&S HYD

R&R SIGN (BO)

RET WALL

RET SMH

RET HMA BERM

RET GUARDRAIL

REM GUARDRAIL & FENCE

PROP STONE FOR

PIPE ENDS

REM TREES (8", 8")

PROP GUARDRAIL

(TYP)

R&D GUARDRAIL

PROP RIPRAP

RET RR TIES

RET PUMP STATION

RET FENCE

REM ROCKS

PROP RIPRAP

R&D GUARDRAIL

BEGIN PROP CITY

LAYOUT - SECTION 1

END PROP

CITY LAYOUT -

SECTION 1

RET GRAVEL

DWY

RET SHRUBS

PROP TEMP FENCE

PROP SAWCUT

LINE

PROP SAWCUT LINE

APPROX. LIMITS OF RIPRAP (TYP.)

PROP TEMP

COFFERDAM FOR

WATER CONTROL

PHASE I

COFFERDAM WILL

BE REMOVED IN

ITS ENTIRETY

PROP TEMP

DEWATERING

PHASE I

PROP TEMP COFFERDAM FOR

WATER CONTROL PHASE I

COFFERDAM WILL BE

REMOVED IN ITS ENTIRETY

PROP TEMP

COFFERDAM FOR

WATER CONTROL

PHASE II

COFFERDAM WILL

BE REMOVED IN

ITS ENTIRETY

PROP TEMP DEWATERING PHASE II

PROP TEMP

COFFERDAM FOR

WATER CONTROL

PHASE II

COFFERDAM WILL

BE REMOVED IN

ITS ENTIRETY

PROP CLEARING

& GRUBBING

LIMIT &

PROP

ROADSIDE

RIVERBANK MIX

LIMIT OF WORK

BEGIN PROP CITY LAYOUT - SECTION 2

END PROP

CITY LAYOUT -

SECTION 2

BEGIN PROP CITY

LAYOUT - SECTION 3

END PROP

CITY LAYOUT -

SECTION 3

BEGIN PROP TOWN

LAYOUT - SECTION 1

END PROP TOWN

LAYOUT - SECTION 1

PROP GRAN

CURB TYPE VB

R&D CURB

CONST

PROP GRAN

TRANSITION CURB

65.13'

25.00'

BEGIN LIMIT OF

MILL & OVERLAY

END LIMIT OF

FULL DEPTH

CONSTRUCTION

STA 5+00±

RET WALL & SHRUB

PROP CC SW THRU DWY

(FOR FUTURE USE)

PROP GRAN CURB

TYPE VB

PROP TEMP

EASEMENT LINE

PROP LIVE

CUTTINGS IN

MODIFIED ROCKFILL

PROP LIVE

CUTTINGS IN

MODIFIED ROCKFILL

PROP LIVE

CUTTINGS IN

MODIFIED ROCKFILL

PROP LOAM &

SEED

PROP ROADSIDE

RIVERBANK MIX

PROP LOAM

& SEED

PROP RIVERBANK

SEED MIX

PROP ROADSIDE

RIVERBANK SEED MIX

RET LIGHT

RET SHRUB

RET CLF

TRIM HEDGES FOR

GUY WIRE

RET SIGN

PROP TREE PROTECTION

- TEMPORARY FENCE

FED. AID PROJ. NO. SHEET

NO.

TOTAL

SHEETSSTATE

MA

PROJECT FILE NO.

CONSTRUCTION PLANS

613642

7 10

SOUTH STREET E./OLD COLONY AVE.

RAYNHAM/TAUNTON

N

SCALE: 1" = 20'

0 50 100

SEE SHEET 13

CURB TIE AND GRADING PLAN DRAINAGE AND UTILITY PLAN

SEE SHEET 15

HIGHWAY GUARD DETAILS

TRAILING ANCHORAGE - STA 2+41 TO 2+50 LT

GUARDRAIL, TL-3 (SINGLE FACED) - STA 2+50 TO 2+54 LT

TRANSITION TO BRIDGE RAIL - STA 2+54 TO 2+88 LT

TERMINAL END TREAMENT - STA 2+50 RT

CURVED TRANSITION TO BRIDGE RAIL - STA 2+50 TO 2+80 RT

TERMINAL END TREATMENT - STA 2+54 RT (ALONG PARKING)

GUARDRAIL, TL-3 (SINGLE FACED) - STA 2+54 TO 2+64 RT

TERMINAL END TREATMENT - STA 2+64 RT

TRANSITION TO BRIDGE RAIL - STA 3+88 TO 4+22 RT

TRAILING ANCHORAGE - STA 4+22 TO 4+32 RT

TRANSITION TO BRIDGE RAIL - STA 4+26 TO 4+60 LT

GUARDRAIL, TL-3 (SINGLE FACED) - STA 4+60 TO 4+67 LT

TANGENT END TREATMENT - STA 4+67 TO 4+92 LT

TRAILING ANCHORAGE - STA 5+30 TO 5+39 LT

GUARDRAIL, TL-3 (SINGLE FACED) - STA 5+30 TO 5+70 LT

GUARDRAIL, TL-3 (SINGLE FACED) DEEP POST - STA 5+70 TO 6+30 LT

TANGENT END TREATMENT - STA 6+30 TO 6+55 LT

SIGN & PAVEMENT MARKING PLAN

SEE SHEET 17

WATER SUPPLY PLAN

SEE BELOW

A00831 - 16

9+00

PT +11.73

+0

+0

D

SOUTH STREET EAST(PUBLIC)

TA

UN

TO

N

RI

VE

R

SA

N

D Y

H

IL

L

ST

R

EE

T (P

U

BL

IC

PROJECT END

END MILL & OVERLAY

N2784340.0230 E784178.5228

STA 8+51

SAWCUT

MEET EXIST

PROP PCR-3

PROP PCR-4

LIMIT OF

FULL DEPTH

CONST 10+64

MEET EXISTPROP SEDIMENT

CONTROL BARRIER

PROP SEDIMENT

CONTROL BARRIER

PROP EOP

PROP GRAN CURB

TYPE VB

PROP 5.5' CC SW

PROP GUARDRAIL (TYP)

R&S ENTIRE FENCE

PROP PERM UTILITY

EASEMENT LINE

PROP TEMP

EASEMENT LINE

PROP BOX

WIDENING <4'

PROP SEDIMENT

CONTROL BARRIERPROP HMA DWY

OLD COLONY AVE CONST STA 8+00.00 =

SANDY HILL STREET CONST STA 10+00.00

112.96'

BEGIN BOX

WIDENING <4FT

STA 5+00±

RET HEDGES

END BOX

WIDENING <4FT

STA 7+66±

RET HMA PAD

PROP EOP

PROP CLEARING &

GRUBBING LIMIT

PROP CLEARING &

GRUBBING LIMIT

RET TREE

W/PROTECTIONPROP TRIMMING

6'

6'

RET RR TIES

RET PUMP STATION

RET FENCE

REM ROCKS

R&D GUARDRAIL

RET GRAVEL

DWY

PROP LOAM & SEED

RET TREE (24")

PROP TREE

PROTECTION AND

TRIMMING

END PROP TOWN

LAYOUT - SECTION 1

PROP GRAN CURB

TYPE VB

R&D CURB

REM PVMT

PROP LOAM

& SEED

REM PVMT

PROP LOAM & SEED

PROP PCR-5PROP FULL

DEPTH CONST

PROP GRAN

TRANSITION CURB

END GRAN

TRANSITION CURB

PROP CURB AT BSW25.00'

BEGIN LIMIT OF

MILL & OVERLAY

END LIMIT OF

FULL DEPTH

CONSTRUCTION

STA 5+00±

PROP CC SW THRU DWY

(FOR FUTURE USE)

PROP TEMP

EASEMENT LINE

2.5"R

PROP ROADSIDE

RIVERBANK MIX

PROP LOAM & SEED

REM STUMP (36")

PROP TREE PROTECTION

- TEMPORARY FENCE

FED. AID PROJ. NO. SHEET

NO.

TOTAL

SHEETSSTATE

MA

PROJECT FILE NO.

CONSTRUCTION PLANS

613642

8 10

SOUTH STREET E./OLD COLONY AVE.

######N

C O

N

TI

N U

ED

O

N

SH

EE

T

SCALE: 1" = 20'

0 50 100

TRANSITION TO BRIDGE RAIL - STA 3+88 TO 4+22 RT

TRAILING ANCHORAGE - STA 4+22 TO 4+32 RT

TRANSITION TO BRIDGE RAIL - STA 4+26 TO 4+60 LT

GUARDRAIL, TL-3 (SINGLE FACED) - STA 4+60 TO 4+67 LT

TANGENT END TREATMENT - STA 4+67 TO 4+92 LT

TRAILING ANCHORAGE - STA 5+30 TO 5+39 LT

GUARDRAIL, TL-3 (SINGLE FACED) - STA 5+30 TO 5+70 LT

GUARDRAIL, TL-3 (SINGLE FACED) DEEP POST - STA 5+70 TO 6+30 LT

TANGENT END TREATMENT - STA 6+30 TO 6+55 LT

SEE SHEET 14

CURB TIE AND GRADING PLAN DRAINAGE AND UTILITY PLAN

SEE SHEET 16

SIGN & PAVEMENT MARKING PLAN

SEE SHEET 18

WATER SUPPLY PLAN

SEE BELOW

A00831 - 17

NAVD 88

BASE ELEV

-5.00

OLD COLONY AVE

-5

PROP BRIDGE

LIMIT OF PVMT

MILLING &

OVERLAY LT

LIMIT OF FULL DEPTH

CONSTRUCTION

LIMIT OF PVMT

MILLING &

OVERLAY

MILLING &

OVERLAY MILLING &

OVERLAY

PROP GRADE

END

OF PROJECT

(OLD COLONY AVENUE)

STA 8+51.0

MEET EXISTING

1+00

.7

.7

2+00

.3

.4

3+00

.4

.1

4+00

.5

.0

5+00

.5

.0

6+00

.6

.2

7+00

.2

.4

8+00

.9

1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00

0.40%

-1.12%

0.91%-0.94% -1.97%

-3.10%

GRADE BREAK STA = 1+10.00

ELEV = 20.83

G R

AD

E

BR

EA

K

ST

A

5+

.0

EL

EV

7.

G R

AD

E

BR

EA

K

ST

A

8+

.0

EL

EV

5.

GRADE BREAK STA = 1+14.37

ELEV = 20.74

PVI STA = 2+00.00

PVI ELEV = 18.09

A.D. = 3.49% K = 42.92

150' VC

PV

C

: 1 +2

EL

EV

: 2

0.

PV

T:

+7

EL

EV

: 1

8.

264.2' HSD

LOW POINT ELEV = 18.36

LOW POINT STA = 2+57.87

PVI STA = 7+31.00

PVI ELEV = 14.84

A.D. = 1.85% K = 80.91

150' VC

PV

C

: 6 +5

EL

EV

: 1

5.

PV

T:

+0

EL

EV

: 1

5.

523127.8' HSD

LOW POINT ELEV = 15.18

LOW POINT STA = 7+32.36

PVI STA = 3+50.00

PVI ELEV = 18.69

A.D. = -1.52% K = 79.14

120' VC

PV

C

: 2 +9

EL

EV

: 1

8.

PV

T:

+1

EL

EV

: 1

8.

771.7' SSD

HIGH POINT ELEV = 18.52

HIGH POINT STA = 3+21.59

OLD COLONY WAY CONST STA 8+00.00 =

SANDY HILL STREET CONST STA 10+00.00

CURVE IS A BEST FIT OF AN EXISTING

GRADE PROFILE FOR REVIEW PURPOSES

(WILL BE REMOVED ONCE CONSTRUCTION

DOCUMENTS ARE FINALIZED)

BEGINNING

OF PROJECT

(OLD COLONY AVENUE)

STA 1+10.0

MEET EXISTING

LIMIT OF PVMT

MILLING &

OVERLAY RT

LIMIT OF

FULL DEPTH

CONSTRUCTION

LT

PR

O

PO

SE

D E

LE

V

STA 1+80±

STA 2+34±

STA 5+00±

FOR CONSTRUCTION PLANS: SEE SHEETS 4 & 5

FED. AID PROJ. NO. SHEET

NO.

TOTAL

SHEETSSTATE

MA

PROJECT FILE NO.

PROFILES

613642

9 10

SOUTH STREET E./OLD COLONY AVE.

HOR. SCALE IN FEET

VER. SCALE IN FEET

30 60

6 6 12

A00831 - 18

3+30

-8

-4

-8

-4

0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 600-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60

.2

.2

2.0% 2.0%1.5%

3+60

-8

-4

-8

-4

0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 600-4-8-12-16-20-24-28-32-36-40-44-48-52-56-60

.1

.1

2.0% 2.0%1.5%

PR

O

P D

R

ED

G

IN

G L

IM

IT

PR

O

P D

R

ED

G

IN

G L

IM

IT

PR

O P

D R

ED

G

IN

G

L

IM

IT

PR

O

P D

R

ED

G

IN

G L

IM

IT

DREDGING DEPTH 5'-8" BELOW

EXISTING STREAMBED

DREDGING DEPTH 5'-8" BELOW

EXISTING STREAMBED

2'-8" RESTORED STREAMBED

24" DUMPED RIPRAP (M2.02.2)

(TYP)

12" CRUSHED STONE (TYP)

2'-8" RESTORED STREAMBED

24" DUMPED RIPRAP (M2.02.2)

(TYP)

12" CRUSHED STONE (TYP)

FED. AID PROJ. NO. SHEET

NO.

TOTAL

SHEETSSTATE

MA

PROJECT FILE NO.

STREAMBED DREDGING SECTIONS

613642

10 10

STREET NAME/ROUTE #

HOR. SCALE IN FEET

VER. SCALE IN FEET

4 4 8

4 4 8

A00831 - 19

Commonwealth of Massachusetts

Executive Office of Energy and Environmental Affairs

Department of Environmental Protection Address: 100 Cambridge Street, Suite 900, Boston MA 02114 | Phone: 617-292-5500

Maura T. Healey

Governor

Kim Driscoll

Lieutenant Governor

Rebecca Tepper

Secretary

Bonnie Heiple

Commissioner

April 17, 2026

BETA Group, Inc.

89 Shrewsbury Street, Suite 300

Worcester, MA 01604

ATTN: Jonathan Niro

RE: 401 WATER QUALITY CERTIFICATION

BRP WW 10, Major Fill Project

BRP WW 08, Minor Dredge Old Colony Ave Bridge (R-02-003=T-01-004) replacement over the Taunton River Raynham and Taunton, MA

401 WQC Filing Number: 26-WW26-0004-APP

USACE Application No. NAE-2025-02437

MassDOT File Number: 613642

Dear Mr. Niro:

The Massachusetts Department of Environmental Protection (MassDEP) has reviewed your application for a Water Quality Certification (WQC), as referenced above. The WQC application was deemed complete on March 20, 2026. In accordance with the provisions of MGL Ch. 21, §§26-53 and Section 401 of the Federal Clean Water Act as amended (33 U.S.C. §1251 et seq.), it has been determined there is reasonable assurance the proposed project will be conducted in a manner which will not violate applicable water quality standards (314 CMR 4.00) and other applicable requirements of state law.

The project proposes the replacement of the existing Old Colony Avenue Bridge (R-02-003=T-

01-004) superstructure over the Taunton River, as well as scour protection installation, full depth road reconstruction, and stormwater improvements in Raynham and Taunton (the

Project).

The original bridge, constructed in 1945, consists of a two-span reinforced concrete deck supported by reinforced concrete abutments and timber piles with an overall bridge span of 90 feet and width of 35 feet. This bridge carries two 10-foot travel lanes, two 2.5-foot shoulders, and a 5-foot sidewalk. The bridge rests on two concrete abutments and a single pier. The

A00831 - 20

The Commonwealth of Massachusetts Department of Environmental Protection

Address: 100 Cambridge Street, Suite 900, Boston, MA 02114 Phone: 617-292-5500 project currently collects stormwater through two closed catch basins at the southern end of the bridge that discharge to the Taunton River through a 12-inch reinforced concrete pipe. The remainder of the site consists of country drainage.

The Project will occur within a diadromous fish run and is habitat for Atlantic Sturgeon

(Acipenser oxyrinchus). Accordingly, in order to protect diadromous fish migration, MassDEP has conditioned this WQC to require compliance with the conditions outlined in the MA

Division of Marine Fisheries (DMF) letter of February 24, 2026. This includes a prohibition of in-water work between March 1st and July 15th for the spring and September 1st to November 15th for the fall.

The Project will occur within a Federal Emergency Management Agency (FEMA) 1% annual chance of flooding zone (Zone AE) associated with the Taunton River but will not impact the

Base Flood Elevation or regulatory floodway. The Taunton River is classified as a “Wild and

Scenic River”.

The Project will replace the bridge superstructure while retaining the existing bridge substructure. The new bridge width will have the same span and increase the width by one foot to incorporate a bicycle lane. The sidewalk will be relocated to the west side of the roadway. To avoid anticipated scour, 8,570 square feet (sf) of riprap will be installed across the river at a depth of 2 feet, and will be topped with 2 feet, 8 inches of streambed material. A wildlife shelf will be provided along the streambank via a 3-foot level riprap landing adjacent to the face of the south abutment. Approximately 790 feet of full depth roadway construction will occur, which includes the bridge and two approaches.

In total, 8,570 sf of permanent impacts and 4,699 sf of temporary impacts to Land Under Water

(LUW) are required to complete the project. Permanent impacts are due to the placement of riprap scour countermeasures, and the temporary impacts are due to dewatering for access and riprap placement.

Installation of riprap scour protection will require dredging of approximately 2,075 cubic yards

(cy) of material. The Project area is anticipated to have elevated levels of contamination.

Sampling was conducted but did not adhere to the approved sampling plan due to hazardous water conditions at the time of sampling. The samples that were collected show low levels of contaminants, but nothing above the reportable limit. To verify these samples and also collect the number of soils samples as required by 314 CMR 9.07, additional sampling is proposed.

Prior to dredge work, a Phase II Sampling and Analysis Plan shall be submitted for approval and implemented.

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An alternatives analysis was completed in accordance with 314 CMR 9.00. Four alternatives were considered, and the chosen alternative was picked to minimize impacts to the Taunton

River while still implementing scour protection. The chosen alternative also minimizes the increase in impervious area. The no-build alternative is not practicable to meet the project goal of replacing the bridge superstructure.

The Project qualifies as a redevelopment project as defined at 314 CMR 9.02 and meets the

Stormwater Management Standards to the maximum extent practicable. The one foot widening of the bridge to incorporate a bike path will increase impervious surface within the

Project limits by 781 sf. The proposed stormwater improvements include eight new deep sump catch basins. Two existing catch basins will be replaced with deep sump catch basins on the south side of the bridge and the remaining six new deep sump catch basins will be installed at the northern and southern approach. Curbing will be added to direct flow to these new closed systems. A 45-foot-long infiltration trench will also be installed at the northwestern limit of the project. These new drainage systems will direct water to the Taunton River. Due to steep slopes and adjacent private property, no other stormwater control measures could be considered.

The Project will comply with the Stream Crossing Standards to the maximum extent practicable.

All standards will be met except for Standard 3. Bankfull width of the Taunton River is 99.5 feet, requiring a span of 119.42 feet to satisfy 1.2 times bankfull width. The current span of 79 feet will not change because the existing abutments will be utilized for the proposed bridge.

Based on a review of information provided by the applicant, MassDEP finds that this project complies with the standards described under 314 CMR 9.06 and 9.07. Public notice was provided in the Taunton Daily Gazette on January 28, 2026. No comment letters were received during the public comment period.

Therefore, based on information currently in the record, MassDEP grants a WQC for this project subject to the following conditions to maintain water quality, to minimize impact on waters and wetlands, and to ensure compliance with appropriate state law. MassDEP further certifies in accordance with 314 CMR 9.00 that there is reasonable assurance the project or activity will be conducted in a manner which will not violate applicable water quality standards (314 CMR 4.00) and other applicable requirements of state law. Finally, the Department has determined that upon satisfying the conditions and mitigation requirements of this approval, the project provides a level of water quality necessary to protect existing uses and accordingly finds that the project to be implemented satisfies the Surface Water Quality Standards at 314 CMR 4.00.

A00831 - 22

Pursuant to 314 CMR 9.09(1)(d); 314 CMR 9.06(6)(a); 310 CMR 9.06(2); 314 CMR 9.07; 314 CMR

9.07(1); 314 CMR 9.09(7)(5)(c); 314 CMR 9.11; and 314 CMR 9.09(1)(e), the following Special

Conditions are necessary to ensure that construction practices and stormwater controls are implemented in such a manner as to prevent degradation to wetlands and waters; ensure that practicable steps have been taken which will avoid and minimize impacts to wetlands and waters; minimize turbidity and sediment caused by construction activities; ensure that water quality is not degraded, and that biology of the waters are not negatively impacted by potential discharges; and/or maintain a record of the dredged material for reference and to ensure accountability in its transportation.

Those Special Conditions that require direct submittals to MassDEP for either review, or review and approval, are denoted by the following notation (Submittal) at the end of the condition and are summarized in Attachment A. In addition, those conditions with the

(Submittal) designation shall be included in the Special Provisions and, as applicable, reviewed at the Pre-Construction Meeting.

1. All work shall be performed in accordance with the following documents and plans:

a. Application for Water Quality Certification. “Old Colony Avenue Bridge

Reconstruction R-02-003=T-01-004” in Raynham and Taunton, MA. Prepared by

BETA Group, Inc. on behalf of MassDOT, dated January 2026, with cover letter and attachments. 401 WQC Filing Number: 26-WW26-0004-APP.

b. MassDEP Technical Review, 401 Water Quality Certification, “Old Colony Avenue

Bridge Reconstruction R-02-003=T-01-004” in Raynham and Taunton, MA. Dated

February 24, 2026.

c. Responses to MassDEP Technical Review, 401 Water Quality Certification, “Old

Colony Avenue Bridge Reconstruction R-02-003=T-01-004” in Raynham and

Taunton, MA. Prepared and signed by Jonathan Niro of BETA Group, Inc. on behalf of MassDOT, dated March 20, 2026.

Pre-Construction

2. A qualified Fluvial Geomorphologist (FGM) with a minimum of five years of relevant professional experience in stream replication and restoration projects shall be employed to oversee all LUW replication and restoration activities as proposed in the WQC application and approved herein. The name, contact information, and qualifications of the FGM shall be provided to MassDEP for review and approval with a copy to the

A00831 - 23

Raynham and Taunton Conservation Commissions prior to the Pre-Construction Meeting required in Condition 5. The FGM shall either attend the Pre-Construction Meeting or a separate virtual or onsite meeting with MassDEP, MassDOT, and the Contractor prior to any LUW replacement or restoration work. (Submittal)

3. One individual with at least three years of experience with construction period erosion and sedimentation controls shall be employed to be responsible for Construction Period

Pollution Prevention and Erosion and Sedimentation Control Plan (CP/PP) inspections

(CP/PP Inspector). The name, contact information, and qualifications of the CP/PP

Inspector shall be provided to MassDEP for review and approval with a copy to the

Raynham and Taunton Conservation Commissions prior to the Pre-Construction Meeting required in Condition 5. (Submittal)

4. Prior to the Pre-Construction Meeting required in Condition 5, the applicant shall provide MassDEP with the name and contact information of the Resident Engineer (RE) responsible for ensuring that all work complies with the conditions of this WQC.

(Submittal)

5. A minimum of 21 days prior to the start of ground disturbance or vegetation clearing, MassDOT shall contact MassDEP to schedule an onsite Pre-Construction Meeting to review the approved plans and terms and conditions of this WQC. The RE, the construction contractor (Contractor), the CP/PP inspector, a representative from the

MassDOT Environmental Section and/or the District Environmental Engineer shall attend the Pre-Construction Meeting. No work shall commence prior to the Pre-

Construction Meeting.

6. MassDEP shall be copied on applicable submittals to the U.S. Army Corps of Engineers

(USACE). These include but are not limited to: Self-Verification Notification Form

(SVNF); Pre-Construction Notification (PCN); Work-Start Notification Form; Mitigation

Work-Start Notification Form; and Compliance Certification Form. The Work-Start

Notification Form shall be submitted at…