DEPARTMENT OF THE ARMY

U.S. ARMY CORPS OF ENGINEERS, NEW ENGLAND DISTRICT

NEW ENGLAND DISTRICT OFFICE, REGULATORY DIVISION

696 VIRGINIA ROAD

CONCORD MD 017242-2751

October 26, 2026

Regulatory File No. NAE-2025-01960

Regulatory Division

Brian Ennis

City of Meriden

142 E Main Street Meriden, CT 06450

Via email: bennis@meridenct.gov

Dear Brian Ennis, The U.S. Army Corps of Engineers (Corps) has reviewed your request to replace the existing Bridge No. 04184 with a two-span continuous superstructure supported by reinforced concrete deep foundation elements to accommodate a wider roadway with two 12-foot lanes, 8-foot shoulders, and a 5-foot-11-inch median, as well as the installation of catch basins, a drainage pipe, and stabilization of disturbed channel embankments with riprap and natural streambed material in the Quinnipiac River located in Meridian, New Haven County, Connecticut. The project would result in temporary impacts to 1,141 square feet (SF) of nontidal wetlands and 1,608 SF of stream channel due to construction access and cofferdams to perform the work; and permanent impacts to 287 SF of nontidal wetland and 1,605 SF of stream channel for grading associated with bridge abutments, pipe installation and scour protection.

The proposed work is located in the Quinnipiac River, 201 River Road, Meriden, Connecticut at latitude 41.522482 ° and longitude -72.838457°. The proposed regulated activity(ies) associated with this project are detailed on the attached drawings titled “Environmental Permit Plans LOTCIP Project L079-0004 Replacement of Bridge No.

04184 Oregon Road over Quinnipiac River, City of Meriden, CT” on sheets 1-7 dated April 1, 2026, and are described below.

Project Description

• Permanent discharge of fill material impacting 287 SF of nontidal wetland for grading at the east bridge abutment and drainage pipe installation

• Permanent discharge of fill material impacting 1,605 SF of stream channel (Quinnipiac River) for grading associated with the restored bridge abutments

• Temporary discharge of fill material impacting 1,141 SF of nontidal wetland for placement of construction mats and access to cofferdams

• Temporary discharge of fill material impacting 1,608 SF of stream channel (Quinnipiac River) for installation of cofferdams

Based on the information provided, the Corps has verified that the proposed actions are authorized under Nationwide Permit (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 are also required to complete and return the enclosed Work-Start Notification and the enclosed Compliance Certification form within 30 days of completing your project. Please email the completed documents to the representative identified in the last paragraph of this letter.

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

Proposed changes should 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. You must also obtain all local, state, Tribal, and other Federal permits that apply to this project.

The State of Connecticut issued a conditioned WQC decision for NWP 14, Linear Transportation Projects. You must comply with the conditions specified in the WQC decision for this NWP authorization to be valid.

The verification is valid until March 15, 2031, unless the NWP is modified, reissued, or revoked prior to that date. If the authorized work under the NWP has not been completed by that date and you have commenced or are under contract to commence this activity before March 15, 2031, you will have until March 15, 2032, to complete the activity under the enclosed terms and conditions of this NWP.

If you have any questions, please contact Meg Fullam at 443-310-4567, or by email at meghan.e.fullam@usace.army.mil.

In order to better serve you, please complete the Customer Service Survey located at: https://regulatory.ops.usace.army.mil/customer-service-survey/.

Sincerely, Jon Coleman Team Lead Technical Regional Execution Center North Atlantic Division

Enclosures:

Project Plans, Compliance Certification, Work Start Notification Form, and General/Regional NWP Conditions cc (w/enclosures):

Ganesh Anandakumar, GM2 INC., GAnandakumar@GM2inc.com Brian Ennis, City of Meriden, bennis@meridenct.gov

Work-Start Notification

File Number: NAE-2025-01960 State: Connecticut County: South Central Connecticut Planning Region

Permittee: City of Meriden, Brian Ennis

Date Verification Issued: October 26, 2026 Project Manager: Meg Fullam

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: Meg Fullam 696 Virginia Road

Concord, MD 017242-2751 or meghan.e.fullam@usace.army.mil 443-310-4567

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

ENG FORM 6285, DEC 2024 PREVIOUS EDITIONS ARE OBSOLETE.

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 meghan.e.fullam @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-2025-01960

Permit Type: General Permit

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

Name of Permittee: Brian Ennis

Project Name: Project L079-0004 Meriden, CT

Project Location (physical address): 201 River Road

Meriden, Connecticut

PERMITTEE'S CERTIFICATION

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 mailto:whs.mc-alex.esd.mbx.dd-dod-information-collections@mail.mil mailto:EnterEmailName@usace.army.mil

The U.S. Army Corps of Engineers (Corps) New England District Regulatory Division issues the following Regional Conditions (RCs) to ensure that activities authorized by the 2026 Nationwide Permits (NWPs) in the New England states of Connecticut, Maine, Massachusetts, New Hampshire, Rhode Island, and Vermont will not cause more than minimal adverse environmental impacts, both individually and cumulatively. Before the New England District will verify an activity under one or more NWPs, the activity must be demonstrated to comply with the applicable NWP terms and all applicable NWP General Conditions (GCs) and RCs. Prior to commencement of a “non-notifying” activity (i.e., activities authorized by NWPs which do not require submission of a pre-construction notification [PCN]), the proponent (i.e., the person and/or the entity performing the work) is responsible for ensuring the activity meets all applicable:

• Terms of the NWP

• GCs

• RCs

• State Water Quality Certification, if applicable

• State Coastal Zone Consistency, if applicable

PCN Summary Table. The following activities may require a PCN regardless of the terms of the applicable NWP. Please read the applicable RCs to determine if a PCN is required.

Applicable to All New England States Exceedance of loss thresholds within streams, tidal/non-tidal wetlands, tidal submerged aquatic vegetation, mudflats, and intertidal areas

See RC A

Located within, or within the vicinity of a Federal Project See RC B Located within, or within the vicinity of a Wild and Scenic River See RC C Involving discharges of temporary fill material See RC D Involving slip lining See RC E Involving stream crossings See RC F Located within Essential Fish Habitat See RC J

Applicable to Specific New England States Activities within Time-of-Year Restrictions See RCs N, O, S, U, V, W Located within the Saint John and Saint Croix River basins (Maine) See RC P Authorized by NWP 48, Commercial Shellfish Mariculture Activities and within the State of Maine > 5 acres

See RC Q

Located within Important or Rare Resources within the State of Maine

See RC R

Discharges of fill >10 cubic yards in Lake Champlain and Lake Memphremagog and/or their adjacent wetlands (Vermont)

See RC X

Regional Conditions The following RCs apply to all applicable NWPs in all New England States (unless otherwise specified):

A. Additional PCN Requirement (Specific Resources): A PCN is required for any proposed activities that would result in the loss of waters of the U.S. that exceed the listed thresholds to the following aquatic resources if a PCN is not already required by the NWP.

Aquatic Resource Threshold Non-tidal Wetlands 4,356 square feet (1/10-acre) Tidal and Non-Tidal Stream 200 linear feet or 3/100-acre (whichever is less) Tidal Wetland 500 square feet Tidal Submerged Aquatic Vegetation (SAV)

25 square feet

Mudflat 1,000 square feet Intertidal 1,000 square feet

B. Additional PCN Requirement (Federal Projects): A PCN is required for any proposed activities that would involve the temporary or permanent occupation of, or alteration of, a federal project (including, but not limited to, a levee, dike, floodwall, channel, anchorage, breakwater, seawall, bulkhead, jetty, wharf, pier, or other work built or maintained but not necessarily owned by the United States). This includes all structures and work in, over, or under a Corps’ federal navigation project (FNP) or in the FNP’s buffer zone. The buffer zone is an area that extends from the horizontal limits of the FNP to a distance three times the FNP’s authorized depth.

The activity may also require review and approval by the Corps pursuant to 33 USC 408 (Section 408 Permission). The applicant may reach out to the points of contact listed here: https://www.nae.usace.army.mil/Missions/Section-408/ and https://www.nan.usace.army.mil/Missions/Regulatory/Section-408/ (for activities located within the Lake Champlain watershed) and consult the National Channel Framework mapper:

https://experience.arcgis.com/experience/b413139f18c046009ebcf62abea941dd/pa ge/Map/. For activities which require a Section 408 permission, verification under an NWP will not be issued prior to the decision the Section 408 permission requires.

Any structure or work constructed in an FNP, or its buffer zone shall be subject to removal at the owner’s expense prior to any future Corps dredging or hydrographic surveys.

Applicants should contact the Corps Real Estate Division (https://www.nae.usace.army.mil/Missions/Real-Estate-Division/) at (978) 318-8585 for work that would occur on or would potentially affect a Corps property (or properties) and/or Corps-controlled easements. Work may not commence on Corps properties and/or Corps-controlled easements until they have received any required https://www.nae.usace.army.mil/Missions/Section-408/ https://www.nan.usace.army.mil/Missions/Regulatory/Section-408/ https://experience.arcgis.com/experience/b413139f18c046009ebcf62abea941dd/page/Map/ https://experience.arcgis.com/experience/b413139f18c046009ebcf62abea941dd/page/Map/ https://www.nae.usace.army.mil/Missions/Real-Estate-Division/

Corps real estate documents demonstrating site-specific permission to perform work.

A PCN is not required if an applicant has previously obtained a Section 408 permission for their proposed activities, or a determination from the Corps that a Section 408 permission is not required for their proposed activities, and the proposed activities qualify for a non-notifying NWP.

C. Additional PCN Requirement (Wild and Scenic Rivers): A PCN is required under NWP GC 16, Wild and Scenic Rivers, and for: 1) any proposed activities that would be located in and within 1/4-mile up- or downstream of a Wild and Scenic River (WSR) segment, or in tributaries within 1/4-mile of a WSR segment; 2) any proposed activities that would be located in wetlands within 1/4-mile of a WSR segment; and

3) any proposed activities that have the potential to alter free-flowing characteristics in a WSR segment. Applicants should utilize http://www.rivers.gov/ for the most up-to-date WSR designations.

Note: Applicants may coordinate with the Federal agency that has direct management responsibility of the WSR segment or tributary their proposed activity would be within 1/4-mile of prior to submitting a PCN to the Corps. This regional condition does not require a PCN to be submitted if that Federal agency determines that the proposed activity would not adversely affect the subject WSR.

D. Additional PCN Requirement (Temporary Fills): A PCN is required for any proposed activities that would involve the discharge of temporary fill (33 CFR 323.2(e) and (f)) greater than 1/10-acre to be left in place in non-tidal wetlands for more than one growing season. The growing season is generally defined as April 1 to September 30 (See the Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Northcentral and Northeast Region for more information about determining growing season. https://www.nae.usace.army.mil/Missions/Regulatory/Jurisdiction-and-Wetlands/Wetland-Delineation-Manual/).

Note 1: The Corps will determine on a case-by-case basis, after evaluating site-specific and activity-specific circumstances whether temporary construction mats proposed for use are considered as temporary fill.

Note 2: For linear projects, crossing a single waterbody more than one time at separate and distant locations, or multiple waterbodies at separate and distant locations, each crossing is considered a single and complete project for purposes of NWP authorization (33 CFR 330.2(i)). Therefore, each crossing of a water of the U.S., including wetlands could have up to 1/10-acre of temporary fill without requiring the submittal of a PCN. *Applicants should be aware that the definition of what constitutes a single and complete project per state regulations may differ from the Corps’ definition. Applicants should consult with the state in order to determine state requirements. * http://www.rivers.gov/ https://www.nae.usace.army.mil/Missions/Regulatory/Jurisdiction-and-Wetlands/Wetland-Delineation-Manual/ https://www.nae.usace.army.mil/Missions/Regulatory/Jurisdiction-and-Wetlands/Wetland-Delineation-Manual/

E. Additional PCN Requirement (Slip Lining): A PCN is required for any proposed activity that involves slip lining a stream crossing that is not currently meeting the stream crossing BMPs found in Regional Condition F (e.g., slip lining and invert-lining).

F. Additional PCN Requirement (Stream Crossing Standards): A PCN is required for any proposed stream crossing activities that cannot comply with the below “Stream Crossing Best Management Practices (BMPs)” unless the district engineer provides the applicant written verification removing the below requirements.

1. The width of the crossing shall be greater than or equal to 1.2 times the bank full width.

2. The crossing shall be embedded greater than or equal to 2 feet and/or at least 25 percent of the conveyance’s height.

3. The crossing shall be constructed with a natural bottom substrate, as applicable.

4. The crossing shall match the gradient (i.e., slope) of the natural stream channel profile.

5. The crossing shall meet an openness ratio of greater than 0.82 feet.

Regardless of whether a proposed crossing can implement the above BMPs, the applicant should first coordinate with the appropriate state office to obtain required or recommended alternate stream crossing BMPs, prior to submitting a PCN to the Corps. If a stream crossing is designed to meet the standards required or recommended by the appropriate state agency for which the proposed activity is located within, those standards can serve in-lieu of these BMPs and submittal of a PCN is not required.

Note: Below are links to the stream crossing standards/guidelines for those New England states that have published such standards/guidelines. Applicants are highly encouraged to contact their state for additional information regarding those requirements and/or recommendations, as state requirements may be more stringent than the above listed BMPs.

Connecticut: CTDEEP Inland Fisheries Division Habitat Conservation and Enhancement Program’s Stream Crossing Guidelines (https://portal.ct.gov/- /media/DEEP/fishing/restoration/StreamCrossingGuidelinespdf.pdf)

Maine: Maine Interagency Stream Crossing Guidelines:

(https://www.nae.usace.army.mil/Missions/Regulatory/State-General-Permits/Maine- General-Permit/) and CoastWise (https://www.maine.gov/dmr/sites/maine.gov.dmr/files/inline-files/CoastWiseManualJuly2023_updated.pdf)

Massachusetts: Massachusetts River and Stream Crossing Standards as implemented through 314 CMR 9.06(2)(b).

https://portal.ct.gov/-/media/DEEP/fishing/restoration/StreamCrossingGuidelinespdf.pdf https://portal.ct.gov/-/media/DEEP/fishing/restoration/StreamCrossingGuidelinespdf.pdf https://www.maine.gov/dmr/sites/maine.gov.dmr/files/inline-files/CoastWiseManualJuly2023_updated.pdf https://www.maine.gov/dmr/sites/maine.gov.dmr/files/inline-files/CoastWiseManualJuly2023_updated.pdf

(https://www.mass.gov/doc/massachusetts-river-and-stream-crossing-standards/download)

New Hampshire: New Hampshire RSA 482-A (https://www.gc.nh.gov/rsa/html/L/482- A/482-A-mrg.htm)

Rhode Island: Regardless of whether a proposed crossing can meet the above BMP’s, all wetland and watercourse crossings in Rhode Island are evaluated on a site-by-site basis that account for on-site environmental characteristics by the state.

For freshwater crossings, please contact them using the following link:

https://dem.ri.gov/environmental-protection-bureau/customer-and-technical-assistance/pre-application-meetings. If a proposed crossing is within the coastal zone and under the jurisdiction of CRMC, please contact them using the following link: https://www.crmc.ri.gov/contact.html.

Vermont: Vermont Stream Alteration Rule and General Permit available at https://dec.vermont.gov/watershed/rivers/river-management#rules.

G. Aquaculture: Applicants proposing new aquaculture operations or modifications of existing aquaculture operations are required to coordinate with the appropriate U.S.

Coast Guard (USCG) Sector for siting review, Navigation Risk Assessment (NRA), and navigation risk mitigation needs.

1. Coordination with the USCG can be completed by contacting via email:

Sector Northern New England: (Maine, New Hampshire, Vermont, and Northeastern New York, Lake Champlain) D01-SMB-SecNNE- Waterways@uscg.mil

Sector Boston: (New Hampshire border southward to Plymouth, Massachusetts) D01-SMB-SECBOSWaterways@uscg.mil

Sector Southeastern New England: (Rhode Island and Southeastern Massachusetts, Cape Cod, and Islands) SENEWWM@uscg.mil

Sector Long Island Sound: (New York to Connecticut border at Port Chester, Connecticut to Rhode Island border at Watch Hill) SECLISSPWMarineEvent@uscg.mil

Sector New York: (Sandy Hook, New Jersey north through Port of New York/New Jersey, Hudson River to Whitehall, NY (south of Lake Champlain) D01-SMB- SecNY-Waterways@uscg.mil

The applicant shall provide the following information to facilitate completion of the NRA: applicant name/company affiliation, license/lease type (commercial, research, shellfish, kelp, new or modified), nautical chart, detailed drawing with https://www.mass.gov/doc/massachusetts-river-and-stream-crossing-standards/download https://www.mass.gov/doc/massachusetts-river-and-stream-crossing-standards/download https://www.gc.nh.gov/rsa/html/L/482-A/482-A-mrg.htm https://www.gc.nh.gov/rsa/html/L/482-A/482-A-mrg.htm https://blockedhttps/dem.ri.gov/environmental-protection-bureau/customer-and-technical-assistance/pre-application-meetings https://blockedhttps/dem.ri.gov/environmental-protection-bureau/customer-and-technical-assistance/pre-application-meetings https://www.crmc.ri.gov/contact.html https://dec.vermont.gov/watershed/rivers/river-management#rules mailto:D01-SMB-SecNNE-Waterways@uscg.mil mailto:D01-SMB-SecNNE-Waterways@uscg.mil mailto:D01-SMB-SECBOSWaterways@uscg.mil mailto:SENEWWM@uscg.mil mailto:SECLISSPWMarineEvent@uscg.mil mailto:D01-SMB-SecNY-Waterways@uscg.mil mailto:D01-SMB-SecNY-Waterways@uscg.mil dimensions, time of year, potential lighting/marking, types/materials of structures in water, planned anchoring, cultivation techniques (number of weekly/monthly visits, vessel tending/type), and any other significant information.

If the applicant receives a medium or high-risk assessment, they shall coordinate with the Corps and apply safety risk mitigations. The USCG will refer the project to the Corps unless the Corps makes the determination that it may proceed.

Any safety lights and signals prescribed by the USCG, through regulations or otherwise, must be installed and maintained at the permittee's expense. For required permitting, the applicant shall contact USCG First District Private Aid Program Manager through D01-SMB-D01PrivateAtoN@uscg.mil. Only actual AtoNs are permitted; floats, balls, markers, mooring balls and ‘highflier flags’ are not considered Aids to Navigation (AtoN). See: http://www.usharbormaster.com.

Applicants shall notify NOAA’s National Ocean Service (NOS) Nautical Data Branch Office of Coast Survey to initiate chart and Coast Pilot corrections. See:

https://nauticalcharts.noaa.gov/. Applicants must also notify NOAA on removal.

See Note 2.

2. For marine safety information during construction or other significant periods, applicants may use the First District’s Marine Safety Information form and email to:

D01-SMB-LNM@uscg.mil.

Note 1: If a PCN is required, applicants shall include documentation of all required coordination with their PCN.

Note 2: For nautical chart and coast pilot updates, activities owners should use the status report form at https://nauticalcharts.noaa.gov/charts/docs/charts-updates/USACE+Permit+Status+Report.pdf. For aquaculture activities owners should use: https://nauticalcharts.noaa.gov/charts/docs/charts-updates/Artificial+Reef+Aquaculture+Status+Report.pdf to notify the Office of Coast Survey of the project completion. The form should be emailed to ocs.ndb@noaa.gov and should include a copy of as-built drawings.

H. Hydrology: Permanent wetland crossings shall be constructed in such a manner as to prevent excessive ponding or drying on either side of the authorized crossing after completion of the work. Measures shall be taken to maintain the existing hydrology.

Such measures may include road cross drains such as culverts that are appropriately sized and placed at intervals to maintain the existing hydrology of the contiguous wetland.

I. Compensatory Mitigation: In addition to the requirements of NWP GC 23, Mitigation, compensatory mitigation requirements for unavoidable impacts to waters of the U.S.

will be evaluated in accordance with the latest version of the New England District Compensatory Mitigation Standard Operating Procedures (https://www.nae.usace.army.mil/Missions/Regulatory/Mitigation/).

mailto:D01-SMB-D01PrivateAtoN@uscg.mil http://www.usharbormaster.com/ https://nauticalcharts.noaa.gov/ https://nauticalcharts.noaa.gov/charts/docs/charts-updates/USACE+Permit+Status+Report.pdf https://nauticalcharts.noaa.gov/charts/docs/charts-updates/USACE+Permit+Status+Report.pdf https://nauticalcharts.noaa.gov/charts/docs/charts-updates/Artificial+Reef+Aquaculture+Status+Report.pdf https://nauticalcharts.noaa.gov/charts/docs/charts-updates/Artificial+Reef+Aquaculture+Status+Report.pdf mailto:ocs.ndb@noaa.gov https://www.nae.usace.army.mil/Missions/Regulatory/Mitigation/

J. Essential Fish Habitat: Essential Fish Habitat (EFH) is defined as those waters and substrates necessary to fish for spawning, breeding, feeding or growth to maturity (16 U.S.C. 1802).

The following NWPs have been determined to result in no more than minimal adverse effects, provided the permittee complies with all terms and conditions of the NWP as applicable to the activity, including all activity thresholds and activity-specific Conservation Recommendations (CRs) identified in the current EFH and Fish and Wildlife Coordination Act (FWCA) Programmatic Consultation (https://www.nae.usace.army.mil/Missions/Regulatory/Essential-Fish-Habitat/). The National Marine Fisheries Service (NMFS) has granted General Concurrence (50 CFR 600.920(g)) for the below listed NWPs, and these activities do not require activity-specific EFH consultation.

Nationwide Permit Authorized Activities with General Concurrence NWPs:

1, 4, 5, 6, 9, 10, 11, 15, 16, 19, 20, 27, 28, 32, 35, & 41

All authorized activities

NWP 3 Parts (a) and (c) (i.e., non-notifying) NWP 12 Section 404 only activities that do not result in the loss of greater than 1/10-acre and is not a new pipeline greater than 250 miles (i.e., non-notifying)

NWP 13 Activities less than 500 linear feet in length with a discharge of less than one (1) cubic yard per running foot below the ordinary high water mark or high tide line, and no discharges into special aquatic sites (i.e., non-notifying)

NWP 14 Activities less than 1/10-acre with no discharges into special aquatic sites (i.e., non-notifying)

NWP 18 Activities that discharge less than ten (10) cubic yards of fill material below the plane of the ordinary high water mark or high tide line with no discharges into special aquatic sites (i.e., non-notifying)

NWP 22 Activities associated with vessels that are not listed or eligible for listing on the National Register of Historic Places and not located within special aquatic sites (i.e., non-notifying)

NWP 23 Activities not identified as notifying within Regulatory Guidance Letter 05-07 (i.e., non-notifying)

NWP 33 Section 404 only activities (i.e., non-notifying) NWP 36 Activities that discharge less than 50 cubic yards of fill material and are less than 20 feet wide (i.e., non-notifying)

NWP 43 Activities that do not involve the expansion or construction of a new stormwater management facility (i.e., non-notifying)

NWP 48 Activities that are not the installation of a new operation and do not directly affect greater than 1/2-acre of submerged aquatic vegetation (i.e., non-notifying)

NWPs: 51 & 60 Activities that do not result in the loss of greater than 1/10-acre (i.e., non-notifying)

NWP 54 Maintenance activities (i.e., non-notifying) NWPs: 57 & 58 Section 404 only activities that do not result in the loss of greater than 1/10-acre (i.e., non-notifying)

For non-federal applicants whose proposed activities would be located within EFH and that do not require a PCN per the language of the NWP or per any other general or regional condition (i.e., non-notifying), the applicant shall review the current EFH and FWCA Programmatic Consultation (https://www.nae.usace.army.mil/Missions/Regulatory/Essential-Fish-Habitat/) to ensure their proposed activity complies with all applicable CRs.

1. A PCN is required for any proposed project that would exceed the activity thresholds that are included within the current EFH and FWCA Programmatic Consultation. Any proposed project that exceeds an activity threshold requires preliminary coordination/project-specific consultation.

2. For all activities that do not exceed the activity-based thresholds included within the current EFH and FWCA Programmatic Consultation, the project proponent shall implement the activity-specific applicable CRs. If the applicable CRs cannot be implemented, a PCN must be submitted to the Corps, and work may not commence until the Corps verifies the project under the applicable NWP(s).

Federal applicants should follow their own procedures for compliance with the Magnuson-Stevens Fishery Conservation and Management Act and Fish and Wildlife Coordination Act.

Note 1: For activities proposed for authorization by an NWP that requires the submittal of a PCN, applicants are encouraged to review the current EFH and FWCA Programmatic Consultation and design their proposed activities with the activity-based thresholds and incorporate applicable CRs.

Note 2: Applicants can utilize the NMFS EFH mapper to determine if their proposed activities are located within EFH: https://www.habitat.noaa.gov/apps/efhmapper/.

Applicants can also utilize the current EFH and FWCA Programmatic Consultation (https://www.nae.usace.army.mil/Missions/Regulatory/Essential-Fish-Habitat/) for guidance on non-tidal waterbodies with diadromous fish.

https://www.nae.usace.army.mil/Missions/Regulatory/Essential-Fish-Habitat/ https://www.habitat.noaa.gov/apps/efhmapper/ https://www.nae.usace.army.mil/Missions/Regulatory/Essential-Fish-Habitat/

K. Invasive Species: The introduction, spread, or the increased risk of invasion of invasive plant or animal species on the project site, into new or disturbed areas, or into areas adjacent to the project site caused by the site work shall be avoided.

Native, non-invasive vegetation must be used unless otherwise authorized by the Corps, and shall not contain any species listed in Appendix K (“Invasive and Other Unacceptable Plant Species”) of the current New England District Compensatory Mitigation Standard Operating Procedures located at:

https://www.nae.usace.army.mil/Missions/Regulatory/Mitigation/. Equipment shall be thoroughly cleaned before and after project construction to prevent the spread of invasive species. This includes, but is not limited to, tire treads and construction mats. Information about how to avoid the spread of invasive species can be found at: https://www.nae.usace.army.mil/Missions/Regulatory/Invasive-Species.

L. NWP Documentation On-Site: The permittee shall ensure that a copy of their verification letter (for notifying NWPs only) and applicable NWP with all applicable GCs and RCs are at the worksite whenever work is being performed, and that all personnel performing work are fully aware of its terms and conditions.

M. Abandonment: If the permittee decides to abandon the activity authorized by an NWP, unless such abandonment is merely the transfer of property to another party, the permittee may be required to restore the area to the satisfaction of the Corps.

State-Specific Regional Conditions

The following RCs apply to all applicable NWPs in the State of Connecticut:

N. Additional PCN Requirement and Time-of-Year Windows/Restrictions: A PCN is required for any proposed activity located in rivers/streams that deviates from the following time-of-year (TOY) work windows (i.e., work is allowed to occur), unless the State of Connecticut Department of Energy and Environmental Protection (CTDEEP) provides alternate TOY restrictions.

TOY Work Restriction TOY Work Window Unconfined Work April 1 to June 30 July 1 to September 30 Installation and Removal of Controls in Non-Tidal Streams

July 1 to March 31*

*Controls must not encroach greater than 25 percent of the stream width measured from OHW during the prohibited work window.

For proposed activities that would be sited within Atlantic sturgeon critical habitat and/or anadromous waters but cannot follow the TOY windows/restrictions listed above, the applicant should first coordinate with CTDEEP to obtain alternate TOY windows and/or restrictions for their proposed activities as well as any other activities conditions required or recommended by the state, prior to submitting a PCN to the Corps. For activities that require PCN submittal, in order to avoid delays https://www.nae.usace.army.mil/Missions/Regulatory/Mitigation/ https://www.nae.usace.army.mil/Missions/Regulatory/Invasive-Species in review, the applicant should include documentation of this coordination and CTDEEP’s required or recommended conditions with the submittal of their PCN to the Corps.

Any proposed activity located in waters of the U.S. (excluding wetlands) shall be completed entirely “in-the-dry” or be isolated from active flows/the water column using temporary measures (i.e., cofferdams, sandbags, flume pipes, etc.) to the maximum extent practicable. The term “in-the-dry” means work that is done under dry conditions, e.g., work behind cofferdams or when the stream or tide is waterward of the work.

The following RCs apply to all applicable NWPs in the State of Maine:

O. Regional Condition O is reserved for the State of Maine.

P. Regional Condition P is reserved for the State of Maine.

Q. Regional Condition Q is reserved for the State of Maine.

R. Regional Condition R is reserved for the State of Maine.

The following RCs apply to all applicable NWPs in the Commonwealth of Massachusetts:

S. Regional Condition S is reserved for the Commonwealth of Massachusetts.

T. Regional Condition T is reserved for the Commonwealth of Massachusetts.

The following RCs apply to all applicable NWPs in the State of New Hampshire:

U. Regional Condition U is reserved for the State of New Hampshire.

The following Regional Conditions apply to all applicable NWPs in the State of Rhode Island:

V. Regional Condition V is reserved for the State of Rhode Island.

The following Regional Conditions apply to all applicable NWPs in the State of Vermont:

W. Regional Condition W is reserved for the State of Vermont.

X. Regional Condition X is reserved for the State of Vermont.

COOPER

HANOVER

R A

N D

O

L

IN

S L E

Y

AVENUE

S O

U T

H

F

IR

S T

S T

S O

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H

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C O

N D

S T

S O . T

H

IR

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S T

. ST.

N O

R T

H

F

IR

S T

S

T R

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T

ST. N

O

R T

H

S T

R E

E T

THROP

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U E

SOUTHWILLIAM

AV

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W

IN-

S O

U T

H

F O

U R

H

R E E T

T E R

R A C E

ORANGE

P A R

K

P L

A C E

A S T

WEST

PARK PL.

AVENUE

STREET

M A

D

IS

O N

V

E

C A

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V

E

Q U

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BRONSON AVENUE

S T

R E

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S T

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STREET

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M M

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P

L .E

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ST.

WINTER

M A

D

IS

O N

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MER

H E

IG

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U E

KLOCK

STREET

MOSH-

ER ST.

S T

R E E T

WINTHROP

ST.

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ROAD

H E

M L

O C

K R

O A

D

HANOVER

AVE.

LESLI

E

D R

STRE

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L A

M B

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T

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P L A C E

R O

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STREET

HARVARD

TRUMBULL

BUCKINGHAM #

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ST. A

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M

IL

T O

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IL

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R P R O S P E C T

T E R

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A V

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O N

A V

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A V

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U E

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M O

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T

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A R

D E

N S

L A

U R

E L

C A

R T

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S P

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IN

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STREET

W O

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T S

T

A V E N U E

AVENUE

AVE

P R O S P E C T

M E

R

ID

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A V

E

F O

R E S

T

A V

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U E

S T

R E

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H A N O

V E R

N

EW

H A

Y E S

S T

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ST.

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A D

L A N O

U E T T E

S T

A V E N U E

L A N O

U E T T E

S T E X T

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#2

S P R

IN

G

AVE.

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M B

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S T

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STREET

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STREET

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T O

N

IN

G

BELLE-

VUE

CHASE ST.

STREET

STREET

HARR-

INGTON

W A S

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HILLCREST

L A

K E

V

IE

W

S T

R E E T

S T

R E E T

AVE. H

IL

L S

ID

E

MC KENZIE

H A N O

V E R

NEW

H A

N O

V E

R

S T

R E

E T

AVENUE

S T

R E

E T

MEADOW STREET

R

IC

E

S

T

CUTLERYC

O

U R

TS

O

R R I E S

D R

IV

E

DOUGLAS DR.

D O

U G

L A S

D O

U G

L A S

CHARLESST

. #1

C H

E S

H

IR

E

MAY

STREET

CHARLES

ST. #1

BAKER

AVE.

C A

M P

E V

A N S

HOBARTV

IL

L E

MILK

ST.

W E

B B

L A

D R

IV

EDEE

N E

W

CHESHIREJ

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O N

L A

N E

V

IL

L A

G E

ROAD

R O

A D

A V

E N

U E

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IS

T O

P H

E R

LA.

S O

M E

R

D R

IV

E

ROAD

R O

A D

SUNRIS

E

L Y

N N

D R I V

E

L A

N E

L A

N E

D A N A

F A

R M

LANE

D

ANA

H

IL

L R

O A

D

H

IL

L

R

U N

D R

IV

E

MAIN

M E

A D

O W

L A

N E

H

IG

H

D

RIVE

STREET

AVE.

AVENUE

O L

D G

A T E

ALLEN

ORCHARDHILL ROAD

B R

O W

N S T

O N E

BRO

W

N S T

O N E

OREGO

N

MERIDIA

N

C O

L O

N Y

C R

O W

N

HALL

E X

T E

N S

IO

N

S T

R E E T

A V

E N

U E

D R

A P

E R

R

ID

G E F

IE

L D

CONGRESS

STREET

STREET

FEDERAL

S T

C R

O W

N

ADAMS STREET

STANLEY

S U

N S

E T

DR.

G U

E R

N E

Y

S

ID

N

EY

A V

E

R

AY

M O

N D

D R

IV

E

AV

E.

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IL

L E

A V

E

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C O

L O

N

IA

L H

E

IG

H T S

A N

T H

O N

Y

T E

R

LANE

TERRACE

SOUTH BROAD

A P P

LEWOO

D

D R I

V E

S O

U T

H

O L

D

AVENUE

C O

L O

N Y

R O A D

C O

O K

A V

E N

U E

C O

O K

R

IV

E R

R O

A D

MAIN

STREET

H A

NO

V

ER

S o d o m

H ar bo r

B r o o k

R I

V E

R

Q U I N

N I P I

AC

IAC

R

IVER

R A

IL

R O

A D

B A L

D W

IN

T

O

W

N

O

C O E

A V

E N

U E

S O V

IE

W

AV

E.

ST. #2

HANOVER POND

B A R

IS

SUMMIT ST. #2

ST.

A V

E

E X

T

P H E A S A

FLOW

ER

R O

A D

GROVE

MERIDEN-

MARKHAM

H I L

L

RD.

DRIVE

B O

U

LE

V A R

D

E D G E

M

A R

K

A C

R E

S

E D

G E

M A

R K

A C

R E

S

ROLLING

HILL

DR.

R O

A D H

IG

H L

A N

D

O R

E G

O N

A V

E

B R

A D L E Y

A V

E

1.21

1.36

1.5

2.2

2.36

2.53

2.63

2.73

2.78

2.8

2.83

2.91

2.99

3.03

3.11

3.17

15.36

9.34

9.61

9.68

9.82 9.85

9.97

10.06

10.14 10.16

10.35

10.41

10.47

10.64

10.92

F R

E E

M O

N T

S T

AIRPORT

MUNICIPAL

B R

U C

E

R D

E

GDIR

R O S E

M A R

Y

T E R

DISTRICT 1 DISTRICT 2

DISTRICT 3

DISTRICT 4

WOODSTOCK

THOMPSON

ASHFORD EASTFORD

POMFRET

BROOKLYN

HAMPTONCHAPLIN

MANSFIELD

PUTNAM

STERLINGPLAINFIELD

CANTERBURY

SCOTLAND

WINDHAM

LEBANON

HEBRON

EAST

HAMPTON COLCHESTER

GRISWOLD

STONINGTON

STONINGTON

NORTH

LEDYARD

WATERFORD

MONTVILLE

BOZRAH

FRANKLIN

EAST

LYME

SALEM

SPRAGUE

LISBON

EAST HADDAM

LYMECHESTER

ESSEX

OLD

CLINTON

COLUMBIA

HADDAM

KILLINGWORTH

WESTBROOK

DEEP RIVER

LYME

M A R

LB

O R O

U G

H

VOLUNTOWN

PORTLAND

PRESTON

REDDING

NEW

FAIRFIELD

BETHEL

NEWTOWN

BROOKFIELD

ROXBURY

SOUTHBURY

OXFORD

WOODBURY

SHERMAN

NEW

MILFORD

KENT

SHARON GOSHEN

WARREN

WASHINGTON

BETHLEHEM

MORRIS

LITCHFIELD

HARWINTON

WATERTOWN

CANAAN

NORTH

NORFOLK

CORNWALL

COLEBROOK

WINCHESTER

HARTLAND

BARKHAMSTED

NEW

HARTFORD

CANTON

GRANBY

SUFFIELD

EAST

GRANBY

SIMSBURY

AVON

SEYMOUR

ANSONIA

DERBY

PROSPECT

PLYMOUTH

BURLINGTON

FARMINGTON

CANAAN

RIDGEFIELD

SALISBURY

WALLINGFORD

W O

O D

B R

ID

G E

BETHANY

HAMDEN

SHELTON

MONROE

EASTON

WESTON

WILTON

CANAAN

NEW

GREENWICH

DARIEN

WESTPORT

FAIRFIELD

TRUMBULL

ORANGE

MILFORD

S T R

A T F O

R

DBRIDGEPORT

E A S T

H

A V E N

BRANFORD

GUILFORD

NORTH

BRANFORD

HAVEN

NORTH

NAUGATUCK

MIDDLEBURY

MADISON

NORWALK

W E S T

H

A V E N

SAYBROOK

OLD

LONDON

NEW

WATER

BRIDGE-

FALLS

BEACON

MIDDLETOWN

MERIDEN

CHESHIRE

SOUTHINGTONWOLCOTT

BRISTOL

PLAINVILLE

CROMWELLBERLIN

BOLTON

GLASTONBURY

ANDOVER

MANCHESTER

HARTFORD

BRITAIN

NEW

HARTFORD

WEST EAST

BLOOMFIELD

WINDSOR

SOUTH

WINDSOR

WINDSOR

EAST

ENFIELD SOMERS STAFFORD UNION

WILLINGTON

TOLLAND

ELLINGTON

VERNON

COVENTRY

DURHAM

N E

W

IN

G T

O N

LOCKS

WINDSOR

FIELD

MIDDLE-

WETHERSFIELD

STATE OF CONNECTICUT

N

D E

P A

R T

M E

N

T

OF TRAN

S

P O

R T

A T I

O N

C

ONNECTICU

T

M A S S A C H U S E T T S

R H

O

I

L A

N

Y

TORRINGTON KILLINGLY

GROTON

STAMFORD

DANBURY

WATERBURY

LOCATION

PROJECT

LOCATION

PROJECT

N

D E

P A

R T

M E

N

T

OF TRAN

S

P O

R T

A T I

O N

C

ONNECTICU

T

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

4/1/2026

SIGNATURE BLOCK: DRAWING TITLE:

PMT-01

TOWN(S):

CITY OF MERIDEN

ROAD OVER QUINNIPIAC RIVER

REPLACEMENT OF BRIDGE NO. 04184 CARRYING OREGON

PLOTTED DATE:

M:\41097_Oregon_Rd_Meriden\300_Engineering & Design\310-Bridge\Contract Plans\SB_CP_41097_04184_PMT_TITLE.dgn FILE NAME: PBarbosa LASTED SAVED BY:

R E

V

D A

T E

R E

V

IS

IO

N

D E

S C

R

IP

T

IO

L079-0004

DESIGNER/DRAFTER: PBR CHECKED BY:

TITLE SHEET

GLASTONBURY, CT 06033

115 GLASTONBURY BLVD.

GM2 ASSOCIATES, INC.

SCALE: 1" = 1000'

LOCATION PLAN

LIST OF DRAWINGS

INVASIVE SPECIES CONTROL PLANPMT-07

WATER HANDLING PLANPMT-06

GENERAL BRIDGE PLANPMT-05

100-YEAR FLOOD IMPACT PLANPMT-04

WETLAND/WATERCOURSE IMPACT PLANPMT-03

GENERAL SITE PLANPMT-02

TITLE SHEETPMT-01

DRAWING TITLEDWG. NO.

GENERAL NOTES:

CONTROL AND THE DEEP CONNECTICUT STORMWATER QUALITY MANUAL

ACCORDANCE WITH THE DEEP CONNECTICUT GUIDELINES FOR SOIL EROSION & SEDIMENT

MANAGEMENT PRACTICES (BMPs) AND SEDIMENT AND EROSION CONTROL MEASURES IN

CONSTRUCTION, FORM 819, SECTION 1.10 AND WILL ALSO FOLLOW REQUIRED BEST

DEPARTMENT'S STANDARD SPECIFICATIONS FOR ROADS, BRIDGES, FACILITIES, AND INCIDENTAL

ALL CONSTRUCTION ACTIVITIES WILL BE CONDUCTED IN ACCORDANCE WITH THE 5.

IS BASED ON N.A.V.D. 1988.

400 FOOT GRID BASED ON CONNECTICUT COORDINATE SYSTEM N.A.D. 1983, VERTICAL DATUM 4.

SECTIONS OF THE PERMIT APPLICATION.

FOR A DESCRIPTION OF THE WATERCOURSES, WETLANDS AND WETLANDS SOILS, SEE RELEVANT 3.

THAT WILL AFFECT REGULATED AREAS.

THE CITY OF MERIDEN WILL ONLY SUBMIT REVISIONS TO USACE FOR CHANGES TO THE DESIGN 2.

APPLICABLE CONTRACT DOCUMENTS.

REGULATED AREA. FOR DETAILED PLANIMERIC INFORMATION AND PAYMENT, REFER TO THE

PLANNING PURPOSES. THESE PLANS HOLD AUTHORITY FOR ALL ACTIVITIES CONCERNING THE

THESE PLANS ARE NOT FOR CONSTRUCTION AND ARE INTENDED ONLY FOR ENVIRONMENTAL 1.

CITY OF MERIDEN, CT

OREGON ROAD OVER QUNNIPIAC RIVER

REPLACEMENT OF BRIDGE NO. 04184

LOTCIP PROJECT L079-0004

ENVIRONMENTAL PERMIT PLANS

SCALE AS NOTED

ENVIRONMENTAL PERMIT PLANS

PLAN DATE: APRIL 1, 2026

HAVEN

NEW

HARTFORD

NORWICH

THOMASTON

HILL

ROCKY

PL

EL. = 8

6.3'12" RCP END

RED BRIDGE

(WOOD DECK)

WALL

STONE

STEEL BRIDGE

SUPPORT

SUPPORT

STEEL BRIDGE

CONCRETE PARAPET

CONCRETE PARAPET

CONCRETE PARAPET

CONCRETE P

ARAPET

CONCRETE

WALK

(APPROXIMATE. BOTTOM BEAM UP TO 0.1

0' LOWER)

TOP ABUTMENT ELEV.=95.37

(APPROXIMATE. BOTTOM BEAM UP TO 0.1

0' LOWER)

TOP ABUTMENT ELEV.=95.25

91930

CL&P

CONC.

ABUTMENT

CONC.

WALK

CONC. CURB

CONC. CURB

GRASS

GRASS

GRASS

BRUSH

GRASS

GRAVEL

LOT

16"

PED

PED

IR

METAL BEAM

GUIDE RAIL

R

IP

R A

P

BIT.

WALK

CONC.

ABUTMENT

CONC. RET. WALL

(BENEATH BRIDGE)

CLF

CLF

GRASS

GA

GA

ON PAVE

PAVE

ON

LSAMULTI

L A

W N

E D

G E O

F

L A

W N

E D

G E O

F

18"

LSAGRASS

E D

G E O

F G

R A

S S

R

R

12" RCP

SUMP=N/A (OBSTRUCTED)INV (W)=8

9.0'

TF= 92.0'

DBL ''C'' C

B

SUMP(SILTED)=87.9

(+/-)INV (E)=87

.9'

INV (SW)=87.5

TF=93.3'

''C'' CB

SUMP(SILTED)=87.3'

INV (NE)=87.4'

INV (SW)=87.3

TF=93.8'

''C'' CB

SUMP(SILTED)=87.9'

(+/-)INV (NE)=87.9'

INV (SW)=87.7

TF=90.0'

''C-L'' CB

BOTTOM BEAM ELEV.=92.39

BOTTOM BEAM ELEV.=95.16

GRAVEL

FENCE

WOOD BOARD

R

STONE

WALL

EDGE OF

WATER

GRASS

APPROX. STREET LINE

A P P

R O

X . S

T R E E T L

IN

E

APPROX. STREET LINE

APP

ROX.

STR

EET

LIN

E

APP

ROX.

STR

EET

LIN

E

APPROX. STREET LINE

A P P

R O

X . S

T R E E T L

IN

E

APPROX. STREET LINE

PL

PLPL

(APPROXIMATE. BOTTOM BEAM UP TO 0.1

0' LOWER)TOP ABUTMENT ELEV.=95.01

(APPROXIMATE. BOTTOM BEAM UP TO 0.1

0' LOWER)BRIDGE SEAT ELEV.=95.09

WOOD

GUIDE RAIL

CONC. RET. WALL

(BENEATH BRIDGE)

BL

BL

BL

ELEV. = 84

.5'

BOTTOM OF WATER

ELEV. = 84

.8'

BOTTOM OF WATER

EDGE OF

WATER

ELEV. = 86

.1'

TOP OF WATER

ELEV. = 86

.2'

TOP OF WATER

ELEV. = 87

.7'

TOP OF PIER BASE

ELEV. = 87

.7'TOP OF PIER BASE

B

IT.

ELEV. = 88

.3'

BACK OF SEAT

CURB

RIM=90.61'

TMH

24"

E D

G E O

F B

IT

E D

G E O

F B

IT

14"

VINYL FENCE

ELEV. = 91

.5'

TOP OF SEAT

HEADWALL

INV = 92

.3'

BOTTOM OF BEAM

INV = 92

.7'

BOTTOM OF BEAM

INV = 93

.1'

BOTTOM OF BEAM

WG

Q U

IN

N

IP

IA

IV

E R

Q U

IN

N

IP

E R

CL&P 89854

17"

13"

EVERSOURCE 89853

ELEV. = 94

.0'

BOTTOM OF BEAM

ELEV. = 94

.0'BOTTOM OF GIRDER

12"

ELEV. = 94

.1'

BOTTOM OF BEAM

B

IT

C U R B

B

IT

C U

R B

RIM=94.3

SMH

R

IV

A D

TF=94.4

CLB

JERSEY BARRIERS

R

RIM=95.1

SMH

RIM=95.4

SMH

RIM=94.9

SMH

CONC. WALK

BIT. CURB

BIT. CURB

GRASS

CONC. CURB

EOP

EOP

LSA

B R

ID

G

J

IN

T

B R

ID

IN

T

B R

ID

IN

T

E O

P

E O

P

BIT. CURB

BIT.

CURB

CONC.

CURB

CONC.

CURB

BIT. CURB

EOP

CONC. WALK

CONC.

WALK

PAVEMENT

WOODS

CLP 9192

BL

BL

BL

BL

BL

BL

POST

WOOD

BL

BL

ELEV. = 95

.7'

BOTTOM OF DECK

BL

STOP

BL

LEDGE

OUTCROP

LEDGE

OUTCROP

LEDGE

OUTCROP

M B

R

STOP

WG

BL

BL

BL

RIM=96.6

SMH

CLP 9192

BL

DETECTABLE

WALK

GRANITE

POST (TYP.)

SIGN

DETECTABLE

WALK (TYP.)

SQUARE WOODEN

POSTS

SQUARE WOODEN

POST

CONC.

ABUTMENT

ABUTMENT

CONC.

AT&T 6550

WG

METAL RAILING

POLE

UTILITY

METAL RAILING

E O

P

E O P

E O

P

E O

P

E O P

E O

P

E O

P E

O P

E O

P E

O P

E O P

EOP

EOP

E O P

W H

IT

IN

E

D O

U B

L L

E S

W H

E

WHITE LI

NE

DOUBLE YELLOW LINES

WHITE LI

NE

HEADWALL

OREGON R

OAD

OREGON

ROAD

MBR

W H

IT

E

L

IN

E

D O

U B

L L

O W

L

IN

E S

W H

IT

E

L

IN

E

GRAVEL

LOT

.0

98.0'

97.0'

96.0'

95.0'

94.0'

93.0' 93.0'

.0

.0

.0

.0

.0

.0

.0

94.0'

.0

96.0'

96.0'

.0

.0

94.0'

96.0

1+00

10+00

11+00

12+00

13+00

14+00

15+00

16+00

17+

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

4/1/2026

SIGNATURE BLOCK: DRAWING TITLE:

PMT-02

REPLACEMENT OF BRIDGE NO. 04184 CARRYING OREGON

PLOTTED DATE:

M:\41097_Oregon_Rd_Meriden\300_Engineering & Design\310-Bridge\Contract Plans\SB_CP_41097_04184_PMT_SITE_PLAN.dgn FILE NAME: PBarbosa LASTED SAVED BY:

R E

V

D A

T E

R E

V

IS

IO

N

D E

S C

R

IP

T

GENERAL SITE PLAN

GLASTONBURY, CT 06033

115 GLASTONBURY BLVD.

GM2 ASSOCIATES, INC.

C O

O R

D

IN

A T E G

R

ID

AD

N N

E C

T

IC

U

.0

.0

.0

.0

.0

.0

.0

90.0'

92.0'

94.0'

96.0'

.0

.0

.0

.0

92.0' 94.0' 96.0'

ENVIRONMENTAL PERMIT PLANS

PLAN DATE: APRIL 1, 2026

1" = 40'

HORIZONTAL SCALE

40 80

POLE (BY OTHERS)

RELOCATED UTILITY

15'-4" X 12'-2" X 1'-0"

MODIFIED RIPRAP APRON

CONCRETE ENDWALL

PROPOSED 24" RCP (CLASS V)

PROPOSED TYPE 'C-L' CATCH BASIN

PROPOSED 24" RCP (CLASS V)

ESTABLISHMENT (LAWN)

TOPSOIL AND TURF

CATCH BASIN

PROPOSED TYPE 'C'

PROPOSED 15" RCP

CATCH BASIN

PROPOSED TYPE 'C'

POLE (BY OTHERS)

RELOCATED UTILITY

PROPOSED 24" RCP

PROPOSED TYPE 'C' CATCH BASIN

PROPOSED 24" RCP

PROPOSED TYPE 'C' CATCH BASIN

PROPOSED 24" RCP

PROPOSED TYPE 'C' CATCH BASIN

PROPOSED 18" RCP

PROPOSED TYPE 'C' CATCH BASIN

PROPOSED TYPE 'C' CATCH BASIN

PROPOSED15" RCP

PROPOSED TYPE 'C' CATCH BASIN

MANHOLE

PROPOSED SANITARY

ATTACHMENT

R-B 350 BRIDGE

(CONNECT TO EXISTING)

MBR (R-B 350)

POLE (BY OTHERS)

RELOCATED UTILITY

ATTACHMENT

R-B 350 BRIDGE

UTILITIES (BY OTHERS)

RELOCATED OVERHEAD

E 975805.474

N 750915.299

STA. 2+00.00

MATCH EXISTING ROADWAY

PAVEMENT

CUT BITUMINOUS CONCRETE

LIMIT OF MILL AND OVERLAY

RIVER ROAD LIMIT OF CONSTRUCTION

E 975599.305

N 751150.007

STA. 5+15.00

MATCH EXISTING ROADWAY

PAVEMENT

CUT BITUMINOUS CONCRETE

LIMIT OF MILL AND OVERLAY

RIVER ROAD LIMIT OF CONSTRUCTION

E 976330.027

N 751424.695

STA. 17+65.76

MATCH EXISTING ROADWAY

LIMIT OF MILL AND OVERLAY

PAVEMENT

CUT BITUMINOUS CONCRETE

LIMIT OF FULL DEPTH SHOULDER

LIMIT OF CONSTRUCTION

OREGON ROAD

Q U

IN

N

IP

IA

C R

IV

E

R

SEWER) (TYP.)

IRON PIPE (SANITARY

PROPOSED 10" DUCTILE

BRIDGE (SANITARY SEWER)

FITTINGS SUPPORTED ON

RESTRAINED JOINTS AND

10" DUCTILE IRON PIPE WITH

IRON PIPE (WATER MAIN)

PROPOSED 12" DUCTILE

MANHOLE

PROPOSED SANITARY

MANHOLE

PROPOSED SANITARY

STATE WETLANDS

ORDINARY HIGH WATER

FEMA 100-YEAR FLOOD (CALCULATED)

SURVEYED EDGE OF WATER

SEDIMENTATION CONTROL SYSTEM (SCS)

12" NATURAL STREAMBED MATERIAL

18" INTERMEDIATE RIPRAP TOPPED WITH

LEGEND:

OF PAVEMENT

PROPOSED EDGE

REMOVED

SEWER PIPE TO BE

EXISTING SANITARY

MANHOLE TO REMAIN

EXISTING SANITARY

ELEVATION

BELOW THE STREAMBED

EXISTING PIER TO BE CUT 2'

12" MODIFIED RIPRAP OVER 6" GRANULAR FILL

ROW LINE

APPROX. STREET

OREGON ROAD

COINCIDENT WITH OHW

FEDERAL WETLANDS

COINCIDENT WITH OWH

STATE/FEDERAL WETLANDS

STATE WETLANDS

COINCIDENT WITH OHW

STATE/FEDERAL WETLANDS

Q U

IN

N

IP

IA

C R

IV

E R

COINCIDENT WITH OWH

FEDERAL WETLANDS

STATE WETLANDS

)0 7 E

TUOR T

C(

DA

OR

RE

VI

13+00

6.3'12" RCP END

RED BRIDGE

(WOOD DECK)

WALL

STONE

STEEL BRIDGE

SUPPORT

SUPPORT

STEEL BRIDGE

CONCRETE PARAPET

CONCRETE PARAPET

CONCRETE PARAPET

CONCRETE P

ARAPET

CONCRETE

WALK

(APPROXIMATE. BOTTOM BEAM UP TO 0.1

0' LOWER)

TOP ABUTMENT ELEV.=95.37

(APPROXIMATE. BOTTOM BEAM UP TO 0.1

0' LOWER)

TOP ABUTMENT ELEV.=95.25

91930

CL&P

CONC.

CONC. CURB

GRASS

GRASS

GRASS

BRUSH

GRASS

GRAVEL

LOT

16"

PED

PED

IR

METAL BEAM

GUIDE RAIL

R

IP

R A

P

BIT.

WALK

CONC.

ABUTMENT

CONC. RET. WALL

(BENEATH BRIDGE)

CLF

CLF

GRASS

GA

GA

ON PAVE

PAVE

ON

LSAMULTI

L A

W N

E D

G E O

F

L A

W N

E D

G E O

F

18"

LSAGRASS

E D

G E O

F G

R A

S S

R

R

SUMP=N/A (OBSTRUCTED)INV (W)=8

9.0'

TF= 92.0'

DBL ''C'' C

B

SUMP(SILTED)=87.9

(+/-)INV (E)=87

.9'

INV (SW)=87.5

TF=93.3'

''C'' CB

SUMP(SILTED)=87.3'

INV (NE)=87.4'

INV (SW)=87.3

TF=93.8'

''C'' CB

SUMP(SILTED)=87.9'

(+/-)INV (NE)=87.9'

INV (SW)=87.7

TF=90.0'

''C-L'' CB

BOTTOM BEAM ELEV.=92.39

BOTTOM BEAM ELEV.=95.16

GRAVEL

FENCE

WOOD BOARD

R

EDGE OF

WATER

GRASS

NE-9

OHW

NE-8

OHW

NE-7

OHW

NE-6

OHWNE-5

OHW

NE-4

OHW

NE-3

OHW

NE-2

OHW

NE-1

OHW

NE-1

CT

NE-2

CT

NE-3

CT

NE-4

CT

NE-5

CT

NW-1

OHW

NW-2

OHW

NW-3

OHW

NW-4

OHW

NW-5

OHW

NW-6

OHW

SW-8

OHW

SW-7

OHW

SW-6

OHW

SW-5

OHW

SW-4

OHW

NO NUMBER

NO NAME

WET FLAG

SW-2

OHW

SW-1

OHW

SW-5

CT

SW-4

CT

SW-3

CT

SW-2

CT

SW-1

CT

S-1

OHW

S-2

OHW

SE-1

OHW

SE-2

OHW

SE-3

OHW

SE-4

OHW

SE-5

OHW

SE-8

OHW

SE-7

OHW

SE-6

OHW

SE-9

OHW

SE-10

OHW

FIELD LOCATED WETLANDSCT, FEDERAL & OHW

FIELD LOCATED WETLANDSCT, FEDERAL & OHW

FIELD LOCATED WETLANDSCT, FEDERAL & OHW

FIELD LOCATED WETLANDSFEDERAL & OHW

FIELD LOCATED WETLANDSFEDERAL & OHW

WETLANDS

CT FIELD LOCATED

APPROX. STREET LINE

A P P

R O

X . S

T R E E T L

IN

E

APPROX. STREET LINE

APP

ROX.

STR

EET

LIN

E

APP

ROX.

STR

EET

LIN

E

APPROX. STREET LINE

A P P

R O

X . S

T R E E T L

IN

E

APPROX. STREET LINE

PL

PLPL

(APPROXIMATE. BOTTOM BEAM UP TO 0.1

0' LOWER)TOP ABUTMENT ELEV.=95.01

(APPROXIMATE. BOTTOM BEAM UP TO 0.1

0' LOWER)BRIDGE SEAT ELEV.=95.09

WOOD

GUIDE RAIL

CONC. RET. WALL

(BENEATH BRIDGE)

BL

BL

BL

ELEV. = 84

.5'

BOTTOM OF WATER

ELEV. = 84

.8'

BOTTOM OF WATER

EDGE OF

WATER

ELEV. = 86

.1'

TOP OF WATER

ELEV. = 86

.2'

TOP OF WATER

ELEV. = 87

.7'

TOP OF PIER BASE

ELEV. = 87

.7'TOP OF PIER BASE

B

IT.

ELEV. = 88

.3'

BACK OF SEAT

CURB

RIM=90.61'

TMH

24"

E D

G E O

F B

IT

E D

G E O

F B

IT

14"

VINYL FENCE

ELEV. = 91

.5'

TOP OF SEAT

HEADWALL

INV = 92

.3'

BOTTOM OF BEAM

INV = 92

.7'

BOTTOM OF BEAM

INV = 93

.1'

BOTTOM OF BEAM

WG

Q U

IN

N

IP

E R

Q U

IN

N

IP

E R

CL&P 89854

17"

13"

EVERSOURCE 89853

ELEV. = 94

.0'

BOTTOM OF BEAM

ELEV. = 94

.0'BOTTOM OF GIRDER

12"

ELEV. = 94

.1'

BOTTOM OF BEAM

B

IT

C U R B

B

IT

C U

R B

RIM=94.3

SMH

R

IV

A D

TF=94.4

CLB

JERSEY BARRIERS

R

RIM=95.4

SMH

RIM=94.9

SMH

CONC. WALK

BIT. CURB

BIT. CURB

GRASS

CONC. CURB

EOP

EOP

LSA

B R

ID

IN

T

B R

ID

IN

T

B R

ID

IN

T

E O

P

E O

P

BIT. CURB

BIT.

CURB

CONC.

CURB

CONC.

CURB

BIT. CURB

EOP

CON…