DEEP Fisheries Information.pdf

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Attached to
Marion Avenue Bridge Replacement Bridge No. 131017—Marion Avenue over Unnamed Brook State Project No. L131-0005
Solicitation number
145599
Issued by
Hartford County, Connecticut

About this file

I have reviewed the file provided, but the document titled "DEEP Fisheries Information.pdf" does not contain substantive content related to the Marion Avenue Bridge Replacement project (Bridge No. 131017, State Project No. L131-0005). The file appears to be a fisheries-related document from the Connecticut Department of Energy and Environmental Protection (DEEP) that is not directly applicable to the bridge replacement contract opportunity.

To provide an accurate and comprehensive summary of the contract opportunity requirements, I would need access to the actual contract documents, scope of work, project specifications, and bidding requirements associated with the Marion Avenue Bridge Replacement project. Without these essential documents, I cannot provide the detailed information regarding project scope, quantities, response deadlines, site visits, pricing terms, or other salient contract details necessary for potential bidders to submit complete and accurate bids.

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L131-005 Plans.pdf PDF
L131-005 Bid Documents.pdf PDF
ACOE Permitting and Permit Plans.pdf PDF

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Text version

DEEP-FISH-APP-007 Page 1 of 2 Rev. 11/25/22

DEEP Fisheries Consultation Form

To the Applicant - Prior to the submission of your license application to the Connecticut Department of Energy & Environmental Protection (DEEP) Water Planning and Management Division (WPMD) or Land and Water Resources Division (LWRD) or Water Permitting and Enforcement Division (WPED), please complete Part I below and e-mail the following to deep.inland.fisheries@ct.gov:

1. this completed DEEP Fisheries Consultation Form;

2. a site location map,

3. a PDF version of the proposed project plans including a site survey of existing conditions (if available), and

4. photos of the site.

Fisheries Division staff will contact you if further details are needed. Once the Fisheries Division staff returns the completed form to you, please include the form, and any signed plans (if applicable) in your license application submittal to DEEP.

Part I: Applicant and Site Information (to be completed by APPLICANT)

1. Applicant/Registrant Information

Name:

Mailing Address:

City/Town: State: Zip Code:

Business Phone: Ext.:

Contact Person: Phone: Ext:

E-mail Address:

2. Engineer/Surveyor/Agent Information (list as applicable) Name:

Mailing Address:

City/Town: State: Zip Code:

Business Phone: Ext.:

Contact Person: Phone: Ext:

E-mail Address:

Service Provided:

3. Site Location:

Name of Site:

Address of Site or Location Description:

City/Town: State: Zip Code:

Parcel Location/Tax Assessor's Reference: Map Block Lot Name of Stream or Waterbody:

4. Activity: Check the box best describing your activity: (check all that apply):

new public/fishing access;

new docks and marinas on the Connecticut River;

coastal/tidal dredging projects;

activities in inland/non-tidal waterbodies and watercourses;

maintenance dredging beach nourishment cofferdam installation conducting construction activity within a 100-foot buffer of a Cold Water Stream Habitat withdrawal of water from a non-tidal/inland river, stream, pond or lake;

withdrawal of water from a wetland, marsh, swamp, or bog hydrologically connected to a non-tidal/inland river, stream, pond or lake;

withdrawal of groundwater from stratified drift deposits hydrologically connected to a non-tidal/inland river, stream, pond or lake.

Note: Fisheries consultation is not required for docks and marinas on Long Island Sound.

Town of Southington

196 North Main Street

Southington CT 06489

860-276-6231 Noursed@southington.org David Nourse, P.E

860-276-6231

Bridge No. 131017 - Marion Avenue over Unnamed Brook Bridge adjacent to 1210 Marion Ave

Southington CT 06489

Unnamed brook contributing to Humiston/Judd Brook

X X

BL Companies

100 Constitution Plaza, 10th Floor

Hartford CT 06103

860-760-1963 kradziwon@blcompanies.com Kenneth Radziwon, P.E

Land Surveying/Civil Engineering

860-249-2200 mailto:deep.inland.fisheries@ct.gov

DEEP-FISH-APP-007 Page 2 of 2 Rev. 11/25/22

Part I: Applicant and Site Information (to be completed by APPLICANT) (continued)

5. DEEP Pre-application Contact: Indicate name of permit analyst or engineer, if applicable.

6. Project Description: Provide or attach a brief, but thorough, description of the project including any measures to protect, enhance or restore fish populations:

Part II: Fisheries Determination (To be completed by DEEP Fisheries Staff only) To Fisheries Staff - This completed consultation form is required to be submitted as part of an application to DEEP. The application has not yet been submitted to DEEP. Please review the enclosed materials and determine whether the project will significantly impact any fisheries or fisheries habitat. You may provide comments or recommendations regarding the proposal. Send this completed form to the applicant and copy the DEEP analyst, if known, or the applicable WPMD/LWRD/WPED Supervisor. If the proposed work WILL significantly impact any fisheries and/or habitat or if you have any comments or concerns regarding the regulatory review for this project, contact the DEEP analyst, if known, or the applicable WPMD/LWRD/WPED Supervisor.

DEEP FISHERIES DIVISION DETERMINATION

Date Consultation Form received:

Please check applicable boxes and return the completed Consultation Form to the applicant:

I have determined that the work described in Part I of this form and attachments WILL NOT significantly impact any fisheries and/or habitat;

I have determined that the work described in Part I of this form and attachments WILL NOT significantly impact any fisheries and/or habitat if the below Recommendations are followed; and/or, I have determined that the work described in Part I of this form and attachments WILL NOT significantly impact any fisheries and/or habitat if the design features shown on the attached plans are incorporated. Fisheries staff to sign and date plans and return to the applicant with the completed Consultation Form.

COMMENTS/RECOMMENDATIONS (or check here if these are attached following this page: ):

“By entering my name below, I agree that I am providing my legal signature, and am legally bound by the determination above.”

Signature of Fisheries Division Staff

Date

Print Name of Fisheries Division Staff Title

See attached

1. Unconfined in-water work is only allowed in June, July, August, and September.

2. Riprap placed within OHW should have fines (gravel/sand) washed into interstitial spaces to prevent subsurface flows and be top dressed with 12” of natural streambed material.

3. All other comments incorporated into plans.

05/21/2025

07/22/2025

Andrew Miano Fisheries Biologist

PROJECT DESCRIPTION

The Project is to replace the existing Marion Avenue Bridge No. 131017 over an unnamed brook with a precast structure. The existing structure consists of an 8-foot long combination stone masonry arch and asphalt coated corrugated metal pipe (ACCMP) arch on concrete footings that was originally constructed in 1930. The ACCMP represents a portion of the structure what was reconstructed in 1975, according to the Town’s information. The stone masonry arch exhibits spalled concrete headwalls/parapets, spalled mortar joints with a section of missing mortar and loose stone masonry along the top of the arch. This area shows evidence of roadbed material eroding through the top of the arch. The design will include the replacement of the structure with a 4-sided precast concrete box. The project will require minor clearing and grubbing alongside the watercourse, full-depth roadway reconstruction, utility pole relocations and embankment gradation. Lastly, the project will include new safety features such as MASH compliant guiderail and line striping.

The proposed project will replace the existing structure with a 10’ wide by 8’ high precast concrete box culvert lined with a minimum of 2 feet of natural streambed material. This design was selected to address the structural deficiencies of the culvert and maintain hydraulic adequacy. The concrete pad at the outlet will be removed, and the channel grade will be changed to better match the upstream slope. The horizontal alignment of the channel will be changed to 24° from normal, which will increase the structure length to 41’-7”. The box culvert provides additional watercourse area with installation of natural streambed through box culvert.

LOCATION MAP

Image © 2024 AirbusImage © 2024 Airbus

M ar io n

A ve

M ar io n

A ve

School St.

Old Mountain Rd.

Rte-322 (Meriden/Waterbury Tnpk.)

Upson Pl.

M arion A ve.

I-84

I-8

Project Location

W Johnson Ave.

Kn ot te r D r.

1205 Marion Ave

1180 Marion Ave

1190 Marion Ave

1200 Marion Ave

1231 Marion Ave

1215 Marion Ave 1210 Marion Ave

1218 Marion Ave

1226 Marion Ave

Bridge No. 131017

N

Town of Southington Marion Ave Bridge Over an Unnamed Brook Bridge No 131017 LOTCIP Project L0131-0005 Project Location Map

PROJECT PLANS

SUBCONSULTANTS:

DOWN TO EARTH CONSULTING, LLC

PREPARED FOR:

PMT240023601CAD FILE:

SCALE: 1"=1,000'

VICINITY MAP

N.T.S.

LOCATION MAP

44 6

LONG ISLAND SOUND

MUNICIPAL LOCATION

I S L A N

D S T A

T E O F R H O

D E

STATE OF CONNECTICUT

ST

A

TE

O F

N

EW

Y O

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UNION

STAFFORD

TOLLAND

WILLINGTON

ENFIELD

LOCKS

WINDSOR

EAST

WINDSOR

WINDSOR

ELLINGTON

SOMERS

WINDSOR

SOUTH

MANCHESTER

WEST

HARTFORD EAST

HARTFORD

WETHERSFIELD

NEWINGTON

BRITAIN

NEW

HARTFORD

VERNON

GLASTONBURY

CROMWELL

PORTLAND

BERLINSOUTHINGTON

ROCKY HILL

CHESHIRE

MERIDEN MIDDLETOWN

MIDDLEFIELD

PLAINVILLE

BLOOMFIELD

WOLCOTT

BRISTOL

EAST

GRANBY

SUFFIELD

CANTON

SIMSBURY

GRANBY

AVON

FARMINGTON

COLEBROOK

NORTH

CANAAN

CANAAN

NORFOLK

WINCHESTER

TORRINGTON

CORNWALL GOSHEN

SALISBURY

SHARON

HARTFORD

NEW

LITCHFIELD

HARWINTONWARREN

MORRIS

KENT

PLYMOUTHWATERTOWN

THOMASTON

WASHINGTON

WOODBURY

BETHLEHEM

MIDDLEBURY

WATERBURY

ROXBURY

BRIDGEWATER

SHERMAN

NEW

NEW

MILFORD

HARTLAND

BARKHAMSTED

PROSPECT

BURLINGTON

NAUGATUCK

OXFORD

BEACON

FALLS

SOUTHBURY

SEYMOUR

ANSONIA

BETHEL

NEWTOWN

BROOKFIELD

DANBURY

DERBYREDDING

RIDGEFIELD

FAIRFIELD

THOMPSON

KILLINGLY

PUTNAM

WOODSTOCK

ASHFORD EASTFORD

COVENTRY

MANSFIELD

POMFRET

STERLING

VOLUNTOWN

PLAINFIELD

GRISWOLD

NORTH

STONINGTON

CHAPLIN

WINDHAM

ANDOVER

SCOTLAND

SPRAGUE

COLUMBIA

LEBANON

HEBRON

MARLBOROUGH

BOLTON

LISBONNORWICH

BOZRAH

COLCHESTER

MONTVILLE

SALEMEAST HADDAM

EAST

HAMPTON

HADDAMDURHAM

FRANKLIN

LEDYARD

PRESTON

CANTERBURY

BROOKLYNHAMPTON

STONINGTON

GROTON

LONDON

NEW

LYME

OLD LYME

ESSEX

OLD

EAST LYME

SAYBROOK

CHESTER

DEEP

MADISON

CLINTON

KILLINGWORTH

RIVER

GUILFORD

WESTBROOK

WATERFORD

WALLINGFORD

NORTH

BETHANY

NORTH

BRANFORD

5 EAST

HAVENNEW

HAVEN

BRANFORD

WOODBRIDGE

SHELTON

MONROE

ORANGE

MILFORD

STRATFORD

EASTON

WESTON

TRUMBULL

WILTON

FAIRFIELD

WESTPORT

BRIDGEPORT

NEW

CANAAN

STAMFORD

DARIEN

GREENWICH

NORWALK

WEST

HAVEN

HAMDEN

HAVEN

STATE OF MASSACHUSETTS

100 CONSTITUTION PLAZA, 10TH FLOOR

HARTFORD, CONNECTICUT 06103

(860) 249-2200

(860) 249-2400 Fax

PREPARED BY:

ARCHITECTURE

ENGINEERING

ENVIRONMENTAL

LAND SURVEYING

MARION AVENUE

BRIDGE REPLACEMENT

BRIDGE NO. 131017

MARION AVENUE OVER UNNAMED BROOK

SOUTHINGTON, CT

TOWN OF SOUTHINGTON

75 MAIN STREET

SOUTHINGTON, CT 06489

L131-0005

2025 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES.C

CONTENTS

PMT-02 DETAILED SITE PLANE AREA

PRECAST BOX CULVERT LAYOUT

WATER HANDLING PLAN

WETLAND/WATERCOURSE IMPACT PLAN

TITLE SHEET

PERMIT PLANS

NOT FOR CONSTRUCTION

SOUTHINGTON

CHESHIRE

DESIGN SPEED: 35 MPH

AADT: 3,500

TOWN OF SOUTHINGTON DESIGN STANDARDS

CONNECTICUT DEPARTMENT OF TRANSPORTATION HIGHWAY DESIGN MANUAL

DESIGN STANDARDS

STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR

ROADS, BRIDGES, FACILITIES AND INCIDENTAL CONSTRUCTION FORM 819, DATED 2024 AND

SPECIAL PROVISIONS.

ALL HORIZONTAL GEOMETRY ON THIS PROJECT IS BASED ON A FIELD SURVEY PERFORMED BY

BL COMPANIES, INC. DATED: MARCH 1, 2024 ON HORIZONTAL DATUM NAD 83.

ALL ELEVATIONS ON THIS PROJECT BASED ON NAVD 88.

2002 CONNECTICUT GUIDELINES FOR SOIL AND EROSION AND SEDIMENT CONTROL

MARION AVENUE AND BRIDGE NO. 131017 TO BE MAINTAINED BY THE TOWN OF

SOUTHINGTON.

CONSTRUCTION STANDARDS

PMT-01

PMT-03

PMT-04

PMT-05

ENVIRONMENTAL PERMIT PLANS

PLAN DATE: JULY 18, 2025

PLANTING PLANPMT-06

DETAILED SITE

PLAN AREA

1"=20'

JAD

CLM

KPR

PMT-02

Designed

Reviewed

Project No.

Scale

Drawn

Date 2400236

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100 Constitution Plaza

(860) 249-2200 Hartford, CT 06103

10th Floor

LEGEND

BEGIN FULL-DEPTH RECONSTRUCTION

END FULL-DEPTH RECONSTRUCTION

PRECAST BOX

CULVERT LAYOUT

AS NOTED

JAD

BJR

KPR

PMT-03

Designed

Reviewed

Project No.

Scale

Drawn

Date 2400236

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100 Constitution Plaza

(860) 249-2200 Hartford, CT 06103

10th Floor

GENERAL PLAN

UPSTREAM ELEVATION

TYPICAL SECTION

HYDRAULIC DATA

LEGEND

WATER

HANDLING PLAN

AS NOTED

JAD

BJR

KPR

PMT-04

Designed

Reviewed

Project No.

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100 Constitution Plaza

(860) 249-2200 Hartford, CT 06103

10th Floor

PLAN

PRE-STAGE 1

1. CONTACT "CALL BEFORE YOU DIG" AND PERFORM UTILITY MARK OUT.

2. INSTALL SEDIMENTATION AND EROSION CONTROL MEASURES.

3. REMOVE TREES AS CALLED FOR AND CLEAR AND GRUB SITE.

4. COORDINATE AND COMPLETE RELOCATION OF AERIAL UTILITIES OR

DE-ENERGIZE AS APPLICABLE.

STAGE 1 - DETOUR

5. CLOSE MARION AVENUE AND DETOUR TRAFFIC AS SHOWN ON SHEET "DTR-01".

6. INSTALL TEMPORARY COFFERDAM AND PUMP UNNAMED BROOK.

7. REMOVE EXISTING CULVERT.

8. INSTALL PRECAST CONCRETE CUTOFF AND RETURN WALLS, PRECAST CONCRETE

BOX CULVERT AND PRECAST CONCRETE WINGWALLS.

9. PLACE RIPRAP AND NATURAL STREAM BED MATERIAL.

10. REMOVE COFFERDAM AND BACKFILL EXCAVATION.

11. INSTALL DRAINAGE AND COMPLETE FULL DEPTH ROADWAY CONSTRUCTION.

12. PAVE BASE COURSE HMA.

13. INSTALL TEMPORARY BARRIER.

STAGE 2 - MAINTAIN TWO-WAY TRAFFIC

14. OPEN MARION AVENUE TO TWO-WAY TRAFFIC.

15. COMPLETE PARAPET CONSTRUCTION.

16. INSTALL ROADSIDE SAFETY DEVICES.

17. REMOVE TEMPORARY BARRIER DEVICES.

18. INSTALL FINAL WEARING COURSE, CURBING, AND COMPLETE ALL OUTSTANDING

ITEMS AND CLEANUP.

SEQUENCE OF CONSTRUCTION

TEMPORARY HYDRAULIC DATA

LEGEND

WETLAND/

WATERCOURSE

IMPACT

PLAN

AS NOTED

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BJR

KPR

PMT-05

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100 Constitution Plaza

(860) 249-2200 Hartford, CT 06103

10th Floor

WETLAND/WATERCOURSE IMPACT PLAN

LEGEND

WATERCOURSE IMPACT AREAS

PERMANENT TEMPORARY

PLANTING

PLAN

AS NOTED

JAD

BJR

KPR

PMT-06

Designed

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Project No.

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100 Constitution Plaza

(860) 249-2200 Hartford, CT 06103

10th Floor

PLANTING PLAN

LEGEND

PLANT SCHEDULE

NOTES

PICTURES

Form: Photos Town: Southington Inspection type: Routine: Bridge No. 131017 Carried: Marion Avenue Inspection Date: 3/17/2021 Crossed: an unnamed stream Inspected by: SLR International Corporation Inventory Route: Non-NHS

Photo 1 Approach Looking North Photo Taken 3/17/2021

Photo 2 Approach Looking South Photo Taken 3/17/2021

Inspection Date: 3/17/2021 Crossed: an unnamed stream Inspected by: SLR International Corporation Inventory Route: Non-NHS

Photo 3 Looking Upstream Photo Taken 3/17/2021

Photo 4 Looking Downstream Photo Taken 3/17/2021

Inspection Date: 3/17/2021 Crossed: an unnamed stream Inspected by: SLR International Corporation Inventory Route: Non-NHS

Photo 5 Existing Utilities Photo Taken 3/17/2021

Photo 6 18 in. Concrete Drainage Pipe Photo Taken 3/17/2021

Inspection Date: 3/17/2021 Crossed: an unnamed stream Inspected by: SLR International Corporation Inventory Route: Non-NHS

Photo 7 Outlet Elevation Photo Taken 3/17/2021

Photo 8 Inlet Elevation Photo Taken 3/17/2021

Inspection Date: 3/17/2021 Crossed: an unnamed stream Inspected by: SLR International Corporation Inventory Route: Non-NHS

Photo 9 Cracked Concrete Headwall at Inlet Photo Taken 3/17/2021

Photo 10 CMP Arch and Stone Masonry Arch Photo Taken 3/17/2021

Inspection Date: 3/17/2021 Crossed: an unnamed stream Inspected by: SLR International Corporation Inventory Route: Non-NHS

Photo 11 Water Damage at Stone Masonry Arch Photo Taken 3/17/2021

Photo 12 Erosion of Embankment at Inlet Photo Taken 3/17/2021

Inspection Date: 3/17/2021 Crossed: an unnamed stream Inspected by: SLR International Corporation Inventory Route: Non-NHS

Photo 13 Voids in top of Stone Masonry Arch Photo Taken 3/17/2021

Photo 14 Voids in top of Stone Masonry Arch Photo Taken 3/17/2021

Inspection Date: 3/17/2021 Crossed: an unnamed stream Inspected by: SLR International Corporation Inventory Route: Non-NHS

Photo 15 Downstream Precast Concrete Block Wingwall at Outlet Photo Taken 3/17/2021

Photo 16 Undermined Concrete Armoring at Inlet Photo Taken 3/17/2021

Inspection Date: 3/17/2021 Crossed: an unnamed stream Inspected by: SLR International Corporation Inventory Route: Non-NHS

Photo 17 Undermined Armoring at Upstream Bank Photo Taken 3/17/2021

Photo 18 Stone Masonry Headwall at Inlet Photo Taken 3/17/2021

Inspection Date: 3/17/2021 Crossed: an unnamed stream Inspected by: SLR International Corporation Inventory Route: Non-NHS

Photo 19 Downstream Bank Photo Taken 3/17/2021

Photo 20 Downstream Bank - Deteriorated Precast Concrete Block Wall Photo Taken 3/17/2021

Inspection Date: 3/17/2021 Crossed: an unnamed stream Inspected by: SLR International Corporation Inventory Route: Non-NHS

Photo 21 Stone Masonry Arch at Transition to ACMP Arch on Concrete wall

Photo Taken 3/17/2021

Photo 22 Stone Masonry Arch with shotcrete facing Photo Taken 3/17/2021

Inspection Date: 3/17/2021 Crossed: an unnamed stream Inspected by: SLR International Corporation Inventory Route: Non-NHS

Photo 23 ACMP Arch on Concrete Walls at Downstream end of Structure Photo Taken 3/17/2021

S T AT E O F CO N N E C T I C UT

DEPARTMENT OF TRANSPORTATION

2800 BERLIN TURNPIKE, P.O. BOX 317546

NEWINGTON, CONNECTICUT 06131-7546

Phone: (860) 594-2157

Jan 2021 version

This section to be filled out by DOT OEP Staff:

OEP STAFF:

DATE SENT TO DEEP FISHERIES:

SUBJECT:

Type of Permit:

☐1. DOT Culvert/Bridge Projects Project#:

☐ 2. Diversion

☐ 3. PGP/Inland Wetland Bridge#:

☐ 4. Water Quality Certification

Applicant:

Town: Lat/Long:

Waters: Sub Regional Basin #:

Project Scope:

MUST SUBMIT PLANS AND PICTURES WITH THIS FORM. If unable to include please explain:

S T AT E O F CO N N E C T I C UT

DEPARTMENT OF TRANSPORTATION

2800 BERLIN TURNPIKE, P.O. BOX 317546

NEWINGTON, CONNECTICUT 06131-7546

Phone: (860) 594-2157

Jan 2021 version

This section to be filled out by DEEP Fisheries Staff:

FISHERIES REVIEWER:

DATE SUBMITTED TO OEP:

Fisheries Resources:

Coldwater stream / fisheries present: ☐1. YES ☐2. NO

Comments/Recommendations:

☐ No DEEP Fisheries Concerns

CC. Peter Aarrestad, Director, DEEP Fisheries Division

DEEP Fisheries Consultation Form

File details come from the government source that posted it. Updated .