REQUIRED CONTRACT PROVISIONS

GENERAL PROVISIONS – CONTRACT SPECIFIC

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INDEXSPECIAL PROVISIONS CONSTRUCTION GENERAL

1. BRIEF SCOPE OF WORK CS-12. LIST OF CONTRACT DOCUMENTS CS-13. BRIDGE LOCATION CS-34. LUMP SUM BID ITEMS CS-35. UNIT BID ITEM AND LUMP SUM BID ITEM PAYMENTS CS-36. MILESTONE SCHEDULE DATES CS-37. UTILITY AND MUNICIPAL NOTIFICATION AND COORDINATION CS-48. SPECIALTY ITEMS CS-79. SEQUENCE OF CONSTRUCTION CS-710. SPECIAL REQUIREMENTS FOR TRAFFIC MAINTENANCE AND

PROTECTION CS-911. TRAFFIC FINES IN WORK ZONES CS-1112. MATERIALS LABORATORY CS-1113. CONTRACT SUBMITTAL LIST (CSL) CS-1114. INCIDENT MANAGEMENT CS-1115. CONTRACTOR'S RESPONSIBILITY FOR DAMAGED STORM DRAINS CS-1116. CONTRACTOR’S RESPONSIBILITY FOR DAMAGED UTILITY FACILITIES CS-1217. COORDINATION WITH OTHER CONTRACTORS CS-1218. WINTER SHUTDOWN CS-1219. TRANSPORTATION MANAGEMENT PLAN CS-1220. SPECIAL REQUIREMENTS FOR PAVEMENT MARKINGS CS-1321. WORK ADJACENT TO AND ABOVE WATERWAYS CS-1422. CONSTRUCTION ACCESS TO BRIDGE CS-1423. INSPECTION ACCESS CS-1524. FIELD SURVEY CS-1525. STATE AND LOCAL POLICE COMPENSATION CS-1526. HIGHWAY TEMPORARY EASEMENT PLAT NO. 2909 CS-1527. ENVIRONMENTAL PERMITS CS-1628. NORTHERN LONG-EARED BAT PROTECTION CS-1629. ARCHIVE PHOTO DOCUMENTATION CS-17

Appendix A – Contract Submittal List (CSL)Appendix B – Level 3 Transportation Management PlanAppendix C – Environmental PermitsAppendix D – Soil Erosion and Sedimentation Control Plan (SESCP)Appendix E – Northern Long-Eared Bat Flyer

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1. BRIEF SCOPE OF WORK

Rhode Island Contract No. 2021-CB-063 R.I. Federal-Aid Project No. BRO-0208(004) County of Providence, City of East Providence, Rhode Island, forReplacement of Hunts Mills Bridge No. 208 (69E). The work under this contractshall consist of, but not be limited to: removal and disposal of existingreinforced concrete superstructure in its entirety; partial removal and disposal ofexisting reinforced concrete substructure abutments, return walls, andwingwalls; deep foundation installation; installation of geosynthetic reinforcedsoil (GRS); construction of reinforced concrete approach slabs; excavation andbackfill; excavation support; construction of new concrete substructures;installation and removal of temporary steel sheeting; construction of newprestressed concrete box beam superstructure with composite reinforcedconcrete topping; construction of reinforced concrete sidewalks, parapets, andrailings; installation of steel two-bar railing; application of waterproofingmembrane and placement of bituminous pavement; full depth approach roadwayreconstruction; grading; removal of existing approach sidewalks and curbing;installation of approach sidewalks and curbing; sawcutting bituminouspavements; signing and striping; site preparation; loam and seed; maintenanceand protection of traffic; and all other incidentals necessary to complete thework under this Contract.

2. LIST OF CONTRACT DOCUMENTS

There is one Compact Disc (CD) containing the Contract Documents. Thecontents are as follows:Contract SpecificationsStandard Specifications for Road & Bridge Construction 2004 Edition(Amended March 2018)Compilation of Approved Specifications (through February 2021)Required Contract Provisions – Federal Aid Construction ContractsRhode Island Standard DetailsBridge Standard DetailsGeneral ProvisionsGeneral Provisions - Contract SpecificSpecifications – Job SpecificDistribution of QuantitiesFederal Wage Rates

Quest Software Information & Files

Quest Lite User ManualQuest Lite InstallationQuest Lite Upgrade File

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Quest Lite Launch (Bid File)

Plans - There is one (1) volume of Plans that comprise the contract drawings forReplacement of Hunts Mills Bridge No. 208 (69E). The drawings for this volumeare compiled as PDF files as follows:

Drawing No. Description1 Cover Sheet2 Standard Plan Symbols & Standard Legend3-4 Standard Notes 1 & 25 Job Specific Plan Symbols, Legend and Notes6 Typical Sections7 General Plan8 Drainage & Utility Plan9 Drainage Details10 Location Plan11 Horizontal and Vertical Control Plan12 Horizontal and Vertical Control Tie Plan13-14 Profile Nos. 1 & 215 Signing and Pavement Marking Plan16-20 Detour Signal Plan Nos. 1-521 Cross Sections22 List of Abbreviations23-26 Bridge General Notes Sheets 1-427 Bridge General Plan28 Profiles & Elevation29 Longitudinal & Transverse Sections30-31 Demolition Plan and Details 1 & 232 Micropile Details33 Footing Plan34 North Abutment Plan & Elevation35 South Abutment Plan & Elevation36-37 Typical Abutment Details 1 & 238-39 Cast in Place Concrete Pylon Details 1 & 240 Wing Wall Elevations41 Wing Wall Sections and Details42 Framing Plan and Details43-44 Prestressed Precast Conc. Box Beam Details 1 & 245 Precast Concrete Arched Fascia Panel Details 146 Precast Concrete Arched Fascia Panel Details 247 Precast Concrete Arched Fascia Panel Details 348 Sidewalk Sections and Details49 Bearing Details50-53 Two Bar Steel Bridge Rail 1-454 End Post Details

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55 Miscellaneous Details56-57 Boring Log 1 & 258-60 Maintenance and Protection of Traffic Plan 1-3

Additional Documents

· Existing construction plans for the existing Bridge No. 208· Geotechnical Data Report (GDR) for the Proposed Hunts Mills Bridge

No. 208 – Paul B. Aldinger & Associates· Existing Bridge Inspection Report

The Contractor shall note that some Job Specific Specifications and ContractPlans are duplicated in some of the documents in the appendices of theContract Specific General Provisions found on the Contract CD. In the case ofconflicts, the Job Specific Specifications and Contract Plans shall govern.

3. BRIDGE LOCATION

Hunts Mills Bridge No. 208 RI Rte. 114A Pleasant Street over Ten MileRiver, East Providence.

4. LUMP SUM BID ITEMS

The Contractor shall note that some of the items on this project are paid for on alump sum basis or are included for payment under other lump sum item(s). Ingeneral, these include but are not limited to:

· 800.9901 Hunts Mills Bridge No. 208· 803.9901 Remove and Dispose Existing Hunts Mills Bridge No. 208

5. UNIT BID ITEM AND LUMP SUM BID ITEM PAYMENTS

For requirements and work described in the Contract Documents but notexpressly identified to be measured separately for payment, the costs thereofshall be included in the contract bid prices of the items of work to which theypertain as listed in the Proposal.

6. MILESTONE SCHEDULE DATES

The following substantial completion date has been established for theassessment of liquidating damages. Refer to the referenced special provisionsand “Sequence of Construction” of these Contract Specific pages for moreinformation.

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Associated with Liquidating Damages – see Special Provision 108.1000“Prosecution and Progress”.

Interim Completion Date 1: September 26, 2022Interim Completion Date 2: May 19, 2023Substantial Completion: July 14, 2023

7. UTILITY AND MUNICIPAL NOTIFICATION AND COORDINATION

The Contractor shall be required to work within the space restrictions of theexisting underground and overhead utilities present within the work space.

The relocation of utilities is anticipated and included in the construction of thisproject. Unless noted on the Plans, existing utilities will remain in-place andundisturbed throughout the construction duration without any disruption toservice. The Contractor shall adhere to all clearances and safety requirementsof the affected utility company.

It is required that the Contractor notify each utility company no less than two (2)weeks in advance of any work near the existing utility facilities to remain.

Existing utilities have been shown on the Plans using the best availableinformation and are approximate. The Contractor shall check and verify thelocation of all existing drainage and utilities, both underground and overhead,with Dig Safe at (888) DIG-SAFE before any work begins, in accordance withChapter 39-1.2 of the Rhode Island General Laws entitled “Excavation NearUnderground Utility Facilities”, with all amendments effective as of November 1,2009 and, when necessary, by contacting the individual utility companies. Allwork shall be in accordance with all statutes, ordinances, rules and regulations ofany applicable city, town, state or federal agency. The Contractor should beaware that not all utility companies subscribe to the Dig Safe Program. It is theContractor’s responsibility to ensure that all utility companies have been notifiedand all utilities have been marked prior to commencing their work. Any damageto existing utilities shall be replaced or repaired to the satisfaction of theEngineer at no additional cost to the State.

During the progress of the work, the Contractor shall cooperate with the Ownersof the utilities and permit their representative’s access to the work to determine iftheir utilities are being endangered in any way.

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A. The applicable utility/municipality representatives are as follows:

Electric (NGRID)Mr. Sean McGovernLead Program ManagerResource Planning NE280 Melrose StreetProvidence, RI [email protected]

Mr. Patrick SullivanSupport Program ManagerResource Planning [email protected]

East Providence Department ofPublic WorksMr. Stephen Coutu, P.E.Director of Public WorksCity of East Providence145 Taunton AvenueEast Providence, RI 02914Office: [email protected]

Seekonk Department of Public WorksMr. David Cabral, P.E.Super SuperintendentSeekonk Town Hall100 Peck StreetSeekonk, MA 02771Office: 508-336-7407 Ext. [email protected]@seekonk-ma.gov

Town of Seekonk Police DepartmentChief Dean IsabellaChief of PolicePublic Safety Complex500 Taunton AvenueSeekonk, MA 02771Station: 508-336-8123

Crown Castle FiberMr. Bob PowersFiber Construction Manager80 Central StreetBoxborough, MA [email protected]

Communications (Verizon)Mr. Peter DeCostaVerizon Outside Plant EngineerVerizon Communications, Inc.385 Miles Standish Industrial Park A163Taunton, MA 02780Cell: 508-884-4950Fax: [email protected]

East Providence Police DepartmentChief William NebusChief of Police750 Waterman Avenue311 Danielson PikeEast Providence, RI 02914Station: [email protected]

East Providence Fire DepartmentChief Glenn QuickChief of Department913 BroadwayEast Providence, RI 02914Station: 401-435-7600

East Providence Water DepartmentMr. Jim MarvelWater Superintendent60 Commerce WayEast Providence, RI 02914Office: 401-435-7741Fax: 401-435-7745

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Town of Seekonk Fire DepartmentChief Sandra LoweryInterim Chief of Fire DepartmentPublic Safety Complex500 Taunton AvenueSeekonk, MA 02771Station: 508-336-8510

Unless noted otherwise above, it is required that the Contractor notify each utility noless than two (2) weeks in advance of the date and time that the Contractor intends towork in the vicinity of the utility’s facility.

The Contractor shall provide all necessary temporary traffic control for utility work to beperformed in advance of other construction.

B. The estimated duration of activities is subject to change, however the totaldowntime listed below for each utility shall be used for construction scheduling.The following is a summary of the utility downtime:

Utility Utility Work Time (Total Duration)

National Grid – Electric 8 WeeksVerizon 3 WeeksCrown Castle Fiber 3 Weeks

C. The following utility work is anticipated to be performed by utility companies.

National Grid (NGRID) – Electric

Existing overhead utilities and supporting lines will be temporarily relocated priorto bridge demolition and then permanently relocated onto new poles at thecompletion of construction as shown on the plans.

Verizon

Existing overhead utilities will be temporarily relocated prior to bridge demolitionand then permanently relocated onto new poles at the completion of constructionas shown on the plans.

Crown Castle Fiber

Existing overhead utilities will be temporarily relocated prior to bridge demolitionand then permanently relocated onto new poles at the completion of constructionas shown on the plans.

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8. SPECIALTY ITEMS

The following items are hereby designated as “Specialty Items” for this project.

a. Pavement Markings b. Seeding c. Guardrail d. Temporary Fence

9. SEQUENCE OF CONSTRUCTION

General Requirements:

All work shall be completed in accordance with the Traffic-Related WorkRestrictions indicated in the Transportation Management Plan (TMP).

Special Requirements:

a. The contract completion dates as set forth in Code 108.1000 of the JobSpecific Specifications.

b. Approval of a work sequence time schedule is required before the start ofany construction, or other work associated with this contract. The worksequence or time schedule shall fully address the phasing of all trafficcontrol. The schedule shall accommodate the bridge construction phasingspecified in the Contract Documents.

c. The Contractor shall perform the proposed work during day and/or night asspecified in this General Provision and in the Transportation ManagementPlan (TMP). Deviations from the requirements stated herein or detailed inthe contract drawings, as well as any deviation from the approvedconstruction work sequence and time schedule, shall be submitted to theEngineer in writing for approval.

d. The Contractor shall sequence the work within all phases of construction in amanner that utilizes the work zones, right of way, and traffic laneconfigurations established in the Contract Plans and which minimizesimpacts and inconveniences to vehicular traffic. Due to the limited availablearea, multiple traffic persons and flagpersons may be required to periodicallystop traffic in the work area for access and egress of equipment. It is theDepartment’s intent to keep these interruptions to traffic flow to a minimum.In the event these delays are deemed unacceptable, the Contractor shall berequired to re-sequence his construction operations at no additional cost tothe State.

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e. The Contractor is alerted to the very aggressive construction schedule andthe time-of-year work restrictions for in-water activities.

Notice to Proceed is anticipated to be given approximately January 31, 2022.

Closure of the roadway and bridge, and implementation of the temporarydetour must not occur prior to June 17, 2022. The new bridge and roadwaymust be fully reopened for traffic and pedestrian use on or before theSeptember 26, 2022 Interim Completion Date 1.

The Contractor shall account for the schedule requirements and workrestrictions to meet the required Interim and Substantial Completion dates,and is encouraged to identify and perform advance work candidates (subjectto the Archive Photo Documentation restrictions set forth in the ContractDocuments), which may include, but are not limited to; utility relocations;installation of micropile verification test piles & testing.

f. The required utility relocations and construction of new facilities by thecontractor and or the utility companies include:

a. Overhead utility line transfer by utility companies.

The Contractor shall recognize and coordinate his/her work with the variousutility companies.

g. The Contractor shall sequence his work such that erosion and sedimentcontrols are installed prior to the start of construction in a particular area,and that temporary stabilization of soil has been provided as indicated in theSoil Erosion and Sedimentation Control Plan (SESCP), the ContractDocuments, or as directed by the Engineer. Any materials and workassociated with measures required within the SESCP shall be consideredincidental to the construction and included with the cost for the associatedbid items.

h. The Contractor shall be responsible for maintaining drainage and runoff flowduring periods of rainfall throughout the work area. All materials and workassociated with such measures shall be considered incidental to theconstruction and included with the cost for the associated bid items. Thesequence of permanent and temporary drainage installation shallaccommodate the construction phasing specified in the Plans. TheContractor shall take note that this project is subject to the SESCP; refer toAppendix D.

i. The Contractor shall maintain access to all private properties and localbusinesses during the entire project duration. All curb cuts and openings

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shall be maintained. In addition, if separate agreements are made with otherprivate property owners, the Contractor shall provide to the Engineer copiesof any Temporary Use Agreements or easements as necessary.

j. The proposed construction staging areas must be coordinated with theEngineer for approval prior to the start of work. There shall be no parking orstorage of construction equipment under the drip lines of any trees. Thereshall be no stockpiling of construction equipment, materials, vehicles, etc.,on any private property.

k. The Contractor will be responsible to develop a sequence of constructionwhich minimizes disruption and impacts to vehicular traffic. When workcommences in such areas, it shall be expeditiously completed withoutunnecessary interruptions.

l. No payment will be made for removing and resetting temporary chain linkfence and temporary barrier for the purpose of gaining access and space forthe work area for labor, equipment, materials, etc. by the Contractor. Allcosts shall be considered incidental to the cost of the fence and barrier.

10. SPECIAL REQUIREMENTS FOR TRAFFIC MAINTENANCE AND PROTECTION

In addition to the requirements of the Standard Specifications for Road and BridgeConstruction, and the special requirements of other sections of this contractdocument, the following requirements shall be undertaken by the Contractor:

The Contractor is advised that the signs, and other traffic control devices shownon the Traffic Control Details in the plan set are minimum requirements, and it isthe Contractor’s responsibility to supplement these if necessary to ensure publicsafety. All maintenance and protection of traffic devices must be in place andapproved by the Engineer before any construction may commence. Allmaintenance and protection of traffic shall conform to the latest edition, andrevisions of the Manual on Uniform Traffic Control Devices (MUTCD).Supplemental traffic control devices shall be paid for at the Contract unit bid price.

The measurement and payment for all traffic control devices and for themaintenance and movement of traffic protective devices shall be included underthe appropriate bid items at the contract unit bid prices.

The Contractor shall install, and maintain a Rhode Island Standard 26.2.0polyethylene drum barricade with appropriate markings at each location whereadjustments to utility structures have been made until resurfacing work has beenperformed. Other types of protective devices may be used if approved by theEngineer.

The construction operations of this project must be coordinated with the local

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community public safety officials. In case of any emergency, the Contractor willbe required to move equipment, and allow the passage of emergency vehicles.Public safety must be considered at all times.

The Contractor shall be responsible for maintaining appropriate constructionrelated signing at all times. All temporary construction signs not appropriate forthe construction activity taking place shall be removed, covered, or otherwiseconcealed. This includes the period between erecting the signs, and the start ofconstruction, as well as when a construction phase is completed, or suspended.All signs not appropriate for the lane closures, speed limits or construction activitytaking place at any given time shall be removed or covered to the satisfaction ofthe Engineer. The Contractor shall be compensated for this under Code937.0200, "Maintenance and Movement Traffic Protection".

Temporary construction signs shall not be placed so they encroach on open lanesof traffic. Signs shall be trimmed when placed on median barrier to avoidencroaching on open travel lanes. This work shall be considered incidental, andno extra payment will be made.

All temporary signs shall be erected so that they are not obstructed by barrels orcones.

The Engineer may require, at his discretion, flagpersons to be used to controlconstruction traffic entering and leaving the work areas.

Safe access and egress to side streets and all residential and commercialdriveways shall be maintained on a daily basis, except as noted in the Plans orthese specifications, and shall be coordinated with the local community publicsafety officials. The Contractor shall make every effort to accommodate schoolbus drop-off and pick-ups, business deliveries, and emergency vehicle accessthroughout the duration of the project. The Contractor shall also adhere to thefollowing restriction:

1. The Engineer will be responsible to notify the Fire, Police and SchoolDepartments, Town Officials, and, if possible, adjacent property owners, ofall periodic road and driveway closures. The Contractor shall notify theEngineer at least 2 weeks prior to any closures.

All moving operations (i.e. placement of cones, striping, etc.) shall be inaccordance with the latest editions of the Manual on Uniform Traffic ControlDevices (MUTCD).

The Contractor shall immediately commence the proposed bridge and roadwayimprovements upon establishment of the maintenance and protection of trafficdevices / temporary detour routes, and shall continue the work in an uninterrupted

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and expeditious manner until completion to ensure the minimum disruption totraffic and residents.

11. TRAFFIC FINES IN WORK ZONES

The Traffic Fines in Work Zone Regulatory Signs for which are included with theRhode Island Standard Detail sheets, shall be located as shown on the detailwhenever construction activities are in process, and construction personnel arepresent. Signs shall be located at each work zone. When construction activitiesand personnel are not present, the signs shall either be removed from the site orcovered.

12. MATERIALS LABORATORY

No materials laboratory will be included as part of this contract.

13. CONTRACT SUBMITTAL LIST (CSL)

Refer to Special Provision Code 105.02 for plan and shop drawing submissionrequirements. A general list of anticipated shop drawings and submittals isprovided in the CS Pages, Appendix A. The Contractor is to submit a completesubmittal list for approval prior to beginning work. The list shall demonstrate acomplete understanding of the work requirements as outlined in the ContractDocuments.

The Contractor shall prepare the Contract Submittal List identifying all Submittals(shop drawings, certification, catalog cuts, material certification, material samples,etc.) which deviate from the Contract Documents, Plans, and Specifications.

14. INCIDENT MANAGEMENT

In the event of an accident, or other unforeseen incident, the Contractor shallpositively cooperate with local authorities by providing traffic control devices,personnel, equipment and material as required, both on and off site. TheContractor shall assist in whatever way possible to clear debris from the roadwayand maintain traffic flow. Payment for this work shall be on a force account basis.If the personnel are not available on site, they shall be “on call”, and able torespond to the site within one hour of notification to the Contractor’s appointedrepresentative by phone, or in person to the Department of Transportation.

15. CONTRACTOR’S RESPONSIBILITY FOR DAMAGED STORM DRAINS

The Contractor shall use care when working within or in the vicinity of existingdrainage structures. Any drainage pipe or culverts damaged while carrying outwork on this contract shall be the Contractor’s responsibility. Any pipe/culvert

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damaged by the Contractor while carrying out this contract shall be replaced, orrepaired by the Contractor to the satisfaction of the Engineer at no additionalcharge to the Contract.

16. CONTRACTOR’S RESPONSIBILITY FOR DAMAGED UTILITY FACILITIES

The Contractor shall use care when working within or in the vicinity of existingutilities. Any utility pipe, equipment, conduit, wire, cable or appurtenancesdamaged while carrying out any other work on this contract shall be theContractor’s responsibility. Any utility pipe, equipment, conduit, wire, cable orrelated appurtenance damaged by the Contractor while carrying out this Contractshall be replaced or repaired by the Contractor to the satisfaction of the Engineerat no additional charge to the Contract.

17. COORDINATION WITH OTHER CONTRACTORS

It shall be the Contractor’s responsibility to coordinate, cooperate, and schedulehis work and all segments thereof with the Engineer, other contractors, propertyowners, utility owners, and applicable local authorities, so as to minimize impactsto all existing and/or future construction project schedules. Refer to Section105.07 of the RI Standard Specifications for additional information.

18. WINTER SHUTDOWN

The winter shutdown shall be as described in Section 101.80 of the Rhode IslandStandard Specifications.

19. TRANSPORTATION MANAGEMENT PLAN

The Transportation Management Plan (TMP) for this project is included as anAppendix “B” to these Contract Specific General Provisions. The TMP lays out theset of coordinated transportation management strategies that will be used tomanage the work zone safety and mobility impacts of this project. In the event of adiscrepancy between information in the TMP and information elsewhere in theContract Documents, the former shall govern.

The Contractor’s attention is called to the applicable sections of Section 100 ofthe Rhode Island Standard Specifications, which describes the requirements forthe Contractor’s designation of a TMP Implementation Manager for the Contract,and also which describes the requirements for the training of all Contractor andSubcontractor personnel involved in work zone design, implementation, operation,inspection, management, and/or enforcement.

The Department’s latest Training Guidelines for Personnel Responsible for WorkZone Safety & Mobility are available under the “Training” section at:http://www.dot.ri.gov/business/contractorsandconsultants.php

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20. SPECIAL REQUIREMENTS FOR PAVEMENT MARKINGS

All pavement markings are to be in accordance with the requirements of the latestedition of the MUTCD, with all of the latest revisions. All striping shall taper tomatch existing pavement markings at the project limits, where required.

It is the Contractor's responsibility to reflect the exact location of all existingpavement markings at the project limits, including, but not limited to: stop bars,beginning and ends of passing and no passing zone markings, edge markers,arrow, and "ONLY" markings onto the newly-finished surfaces or as directed bythe Engineer. The Contractor shall make the necessary arrangements to enablehim to reestablish these locations at no additional cost to the State.

Temporary Pavement Markings

Temporary longitudinal markings (including edge, center, lane, and gore-arealines and extensions), stop line markings, and lane-use arrow markings shall beinstalled before the end of the work shift on all milled pavement, base course, andother newly installed pavement surface areas that will be opened to traffic at theend of the shift.

Temporary transverse and other types of markings not listed above (including, butnot limited to, words, symbols, yield lines, crosswalk lines, and parking spacelines) should only be installed on the final surface course of newly pavedroadways, unless it is judged they are also needed at other times to provide roadusers with a clearly defined path of travel through a work zone.

Waterborne pavement markings shall be installed on non-final (intermediate)pavement courses when they are not expected to remain installed during one ormore winter months (November thru April).

Interim Epoxy Resin pavement markings shall be installed on non-final(intermediate) pavement courses when they are expected to remain installedduring one or more winter months.

Waterborne pavement markings shall be installed on the final (top surface)pavement course.

The dimensions of all temporary pavement markings used in work zones (e.g., thewidth of an edge line shall be equal to the dimensions of the permanent pavementmarkings that would normally (and/or will) be installed on the facility.

Permanent Pavement Markings

Permanent epoxy resin pavement markings shall be placed on the final surface

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course layer no sooner than 2 weeks but no later than 4 weeks after thecompletion of the paving operation.

21. WORK ADJACENT TO AND ABOVE WATERWAYS

During the proposed construction activities, the Contractor shall take any and allmeasures, including but not limited to the use of temporary netting, tarps,platforms/floating platforms, shielding, etc., to prevent any debris, equipment ormaterials from falling into the waterway below. There shall be no separatepayment for implementation of these measures; all costs associated with suchmeasures will be included in and incidental to the various items for which they arerequired. Any debris, equipment or materials that fall into the waterway shallimmediately be completely removed and disposed of in a suitable upland location.The means by which the removal of materials takes place shall not includeplacement of any equipment in the waterway.

22. CONSTRUCTION ACCESS TO BRIDGE

The Contractor shall note that access through the identified City-owned propertiesfor work at Bridge No. 208 is with the cooperation of the City of East Providence.The Contractor shall make all reasonable efforts to minimize disturbance andinconvenience during the duration of the construction contract. The Contractorshall make a thorough site visit to assess and evaluate size and type ofequipment and/or personnel necessary for the construction of this project prior tosubmitting a bid.

The Contractor shall not encroach upon adjacent private properties and shall atall times operate within the limits of the project.

If the Contractor’s proposed means and methods extend beyond the project limits,he shall be responsible for obtaining any and all additional permits as necessaryto access any portion of the construction site utilizing his selected means andmethods. There shall be no additional compensation for costs that may beincurred as a result of any operation necessitated to provide for said access otherthan those shown in the Contract Documents. Copies of the permit, obtained bythe Contractor, including any original stamped plans shall be provided to theEngineer prior to conducting the approved work and will become the property ofRIDOT. Any such plans will be kept by the RIDOT personnel for the duration ofthe project.

All costs associated with additional permits shall be borne by theContractor. Delays associated with the acquisition of such permits or therespective construction operations will not be considered a basis for scheduleadjustments or waiver of liquidated damages.

All costs associated with the Contractor's means and methods for job site access

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and final site restoration of the site to pre-construction conditions will beconsidered incidental to associated items in the proposal; there will be noseparate payment for these means and methods.

No motorized equipment will be allowed in any waterway.

The Contractor shall not be allowed to park or store construction materials andequipment within the drip line of any existing trees.

The Contractor shall notify the Engineer of the need for tree trimming to accessthe Bridge. The Engineer shall coordinate with the State On-Call Tree TrimmingContractor to have the trees trimmed. The Bridge Contractor shall provide two (2)week notice to allow the Tree Trimming Contractor time to complete the task. Nocompensation for delays will be permitted so proper planning is essential.

23. INSPECTION ACCESS

The Contractor shall provide the Engineer and/or his representative(s) full accessto all the work sites, as may be required, for the purpose of inspection and/orconstruction monitoring. This shall include all necessary safety equipment suchas safety harnesses and life vests. No separate payment shall be made for theseservices. The cost of these items of work shall be included under the item of workfor which they are required.

24. FIELD SURVEY

The Contractor shall be responsible for all field surveys, field measurements andproject controls. No separate payment will be made for these services. The costof this work shall be included under the item of work for which it is required.

25. STATE AND LOCAL POLICE COMPENSATION

Upon award of the contract and approval of the schedule, but prior toconstruction, the Contractor shall coordinate requirements for Uniformed TrafficControl Persons with the Engineer. It will be the responsibility of the Engineer toretain the services of the police with cruisers for traffic control and protection forthis project. The Contractor will not be required to bid on, or to compensate for,the services of the police.

26. HIGHWAY TEMPORARY EASEMENT PLAT NO. 2909

A portion of the following private properties are available for the Contractor’s usein gaining access to perform the proposed work at Bridge No. 208 in accordancewith the Contract Documents and Highway Temporary Easement Plat No. 2909:City of East Providence:

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· AP 604, Lot 39, N/F East Providence Water Department· AP 604, Lot 41, N/F East Providence Water Department· AP 505, Lot 1 N/F City of East Providence

The Contractor shall adhere to the conditions and stipulations contained in theabove-referenced Plat. If the Contractor chooses alternate construction accesslocations, copies of the temporary use agreements with the affected propertyowners shall be provided to the Engineer prior to commencing the work.

27. ENVIRONMENTAL PERMITS

The environmental permits and applications for this project are attached inAppendix C of the CS pages. The permits contain conditions and stipulations forthe work to which the Contractor shall adhere. All costs associated with theseconditions and stipulations shall be included in the various unit prices and thelump sum prices bid for the items in the Contract.

The environmental permits are as follows:

· RIDEM Fresh Water Wetland Insignificant Alteration Permit

The Soil Erosion and Sedimentation Control Plan (SESCP) is included inAppendix D of the CS pages. The SESCP contains conditions and stipulations forthe work to which the Contractor shall adhere. All costs associated with theseconditions and stipulations shall be included in the various unit prices and thelump sum prices bid for the items in the Contract.

With regards to compliance with the Clean Air Act requirements, since this projectis in an area of non-attainment for ozone, the Contractor shall provide to theEngineer within 30 days of Notice to Proceed, a listing of all equipment in useand/or proposed for use, and how each piece conforms to EPA regulations.

28. NORTHERN LONG-EARED BAT PROTECTION

The U.S. Fish and Wildlife Service has listed the Northern Long-Eared Bat asthreatened under the Endangered Species Act (ESA) and the followingrequirements exist to protect the bat and its habitat. This project has beenreviewed in accordance with the provisions of the Range-Wide ProgrammaticConsultation for Indiana Bat and Northern Long-Eared Bat coordinated among theFederal Highway Administration, Federal Railroad Administration, Federal TransitAdministration and the U.S. Fish and Wildlife Service; compliance with therequirements below are necessary to ensure compliance with the ESA.

The Contractor shall ensure all personnel working on the project site are madeaware of the potential presence and protected status of the Northern Long-EaredBat. The Contractor shall ensure all personnel working on the project site are

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aware of all environmental commitments related to the Northern Long-Eared Bat.The Northern Long-Eared Bat flyer in Appendix E shall be made available to allpersonnel and posted on project bulletin boards. Contact the RIDOT NaturalResources Unit (401-479-1327) for questions about project limits, restrictions, orconservation measures.

Tree Cutting and Clearing Restriction:All phases/aspects of the project (e.g., temporary work areas, alignments) will bemodified, to the extent practicable, to avoid tree removal* in excess of what isrequired to implement the project safely.

All tree removal of trees equal to or greater than 3 inch diameter at breast heightshall be completed between November 1st and March 31st. The Contractor shallensure tree removal is limited to that specified in project plans. Prior to treeremoval the Contractor shall layout the clearing limits in the field (e.g. with brightorange flagging/fencing or another marking method, subsidiary to the Work) toensure all tree clearing work is within the tree clearing limits.

*“Tree removal” is defined by the USFWS as cutting down, harvesting, destroying,trimming, or manipulating in any other way the trees, saplings, snags, or any otherform of woody vegetation likely to be used by northern long-eared bats.

Lighting:Direct temporary lighting away from suitable habitat during the active season(March 31st to October 31st). Use downward-facing, full cut-off lens lights, anddirect lighting away from suitable habitat when installing new or replacing existingpermanent lights.

29. ARCHIVE PHOTO DOCUMENTATION

Upon closure of the road/bridge to traffic, but prior to commencement ofconstruction activities that will in any way alter the existing bridge, the Contractormust remove the existing temporary concrete barriers located along both sides ofthe bridge and allow a photographer, retained by the Department, access to thesite to conduct archive documentation photography of the existing bridge. TheContractor shall coordinate scheduling of the photo documentation with theResident Engineer and the RIDOT Historic Resource Specialist. Barriers,construction equipment, materials, etc., must be fully removed from the bridge andsurrounding area, to the satisfaction of the RIDOT Historic Resource Specialist, topermit proper documentation.

Appendix AList of Shop Drawings and Submittals

APPENDIX A

LIST OF SHOP DRAWINGS AND SUBMITTALS

The general list of shop drawings, certifications, and submittals required for this projectincludes, but is not limited to, the following:

· Bridge Erection Procedures: Equipment and Detailed Sequence of Work· Reinforcing Steel, Splices, Inserts· Precast Concrete Box Beams· Precast Concrete Arched Fascia Panels· Contractor Quality / Process Control Testing for Earth Work· Bridge Bearings· Bridge Demolition: Equipment and Detailed Sequence of Work· Temporary Earth Retaining Systems and Dewatering· Mechanical Connectors (if needed)· Temporary Shielding· Waterproofing Membrane· Health and Safety Plans (HASPs) and Programs· Excavation and Fill Management Plan· Soil Erosion and Sediment Control Plan (SESCP) Certification· Reinforced Concrete Topping Placement & Curing Work Plan and Procedure· Borrow Soil Sources· Clean Air Act Compliance· Control of Water· Dewatering· Construction Access· Micropiles· Barrier for Temporary Traffic Control· Cold / Warm Weather Concrete Curing Plan· GRS Reinforced Backfill· Temporary Sheet Piling

Appendix BLevel 3 Transportation Management Plan

LEVEL 2 Project Name:TRANSPORTATION RI Design Contract No(s): MANAGEMENT RI Construction Contract No(s): PLAN

Municipalities:

Submission: Date:

Section Title Page Number

2

689

1011121314

15

15

16

Traffic-Related Work Restrictions.................................................................................... Temporary Traffic Control Plans...................................................................................................... Public Information Plan....................................................................................................................... Transportation Operations Plan............................................................................................ Performance Monitoring Plan.................................................................................................

Changes to TMP & Contingency Plans................................................................................................

2021-CB-063

Expected Traffic Conditions During the Work......................................................................................................

TMP Roles and Responsibilities..................................................................................................

PROJECT

SIGNIFICANT

TABLE OF CONTENTS

Insert Project Photo/Worm Here

List of Attachments....................................................................................................................................

East Providence

FINAL 26-Aug-2021

TMP Approvals.....................................................................................................................................

Project Information............................................................................................................................ Traffic Conditions Prior to Start of Work........................................................................................................

Transportation Management Strategies

Replacement of Hunts Mills Bridge No. 208 (69E)

BRIDGE NO. 208

Final TMP Task Bridge 208.xls Template Rev. 11-06-09 Page 1 of 16

Name: Name:Title: Title:Unit: Company/Unit:

Office Phone: Office Phone:

Mobile Phone: Mobile Phone:

E-Mail: E-Mail:

Name: Name:Title: Title:Unit: Company/Unit:

Office Phone: Office Phone:

Mobile Phone: Mobile Phone:

E-Mail: E-Mail:

TMP Development Managers

Thomas M. Cunnningham, P.E.

TMP ROLES AND RESPONSIBILITIES

CONSULTANTRIDOT

Project Manager

To be contacted via RIDOT notification form (FAX to 222-3905) min. 48 hours prior to the implementation of lane closures and

detours. Will update/issue RIDOT travel advisories web site / news releases as necessary.

Other parties responsible for completing specific transportation management tasks required by this TMP

Task Description / Responsibilities:

401-222-1362


To be contacted via RIDOT notification form (FAX to 222-5648) min. 48 hours prior to the implementation of lane closures and

detours. If necessary, will assist in coordinating the strategies included in the Public Information Plan.

E-MAILCOMPANY / UNITNAME / TITLE (if individual is named)

TMP Implementation Task Leaders

Project design managers who oversee the development of this TMP

RIDOT

TMP Implementation Managers

[email protected]

RIDOT / TMC

RIDOT / Communications

401-222-5826

To be contacted via RIDOT notification form (FAX to 222-4225 / 222-5640) min. 48 hours prior to the implementation of lane

closures and detours. Will update RIDOT 511 system as necessary.

[email protected]


Commonwealth Eng. & Consult. Inc.

(401) 273-6600 Ext. 122

CONTRACTOR

[email protected]

[email protected]

PHONE

RIDOT / Customer Service


Project construction managers with the primary responsibility & authority for implementation of this TMP


mailto:[email protected]
























PHONE


COMPANY / UNIT


NAME / TITLE (if individual is named)



TMP Implementation Task Leaders (continued)E-MAIL



Sean McGovern Lead Program Manager National Grid - Electric (401) 255-2498Role /

Notification/Consultation Requirements:

Role / Notification/Consultation

Requirements:


Requirements:


Requirements:


Requirements:

TMP Stakeholder ContactsTMP Stakeholders to be consulted or coordinated with during the work

East Prov. Water Dept.

Town of Seekonk DPW (508) 336-7407


Requirements:

E-MAIL

(401) 435-7741

COMPANY / UNIT


Requirements:

Stephen H. Coutu DPW Director

NAME / TITLE (if individual is named)

Jim Marvel

Crown Castle Fiber


Requirements:

PHONE

(781) 493-5339

(978) 264-6020Bob Powers

Verizon Plant EngineerRole /

Notification/Consultation Requirements:

Fiber Constr. Manager


Requirements:

David Cabral


Requirements:


Requirements:


Requirements:


Requirements:

Superindendent

DPW City of East Providence (401) 435-7701

Superindendent

Verizon Communications, Inc. (508) 884-4950Peter DeCosta


Requirements:

Assistant Manager National Grid - ElectricPatrick Sullivan


Town of Seekonk Fire Dept. (508) 336-8510Chie Sandra Lowery

Special Details / Requirements:

Emergency service agencies/providers expected to be impacted by the project work zones

(401) 849-4444


PHONE


Emergency Service Contacts

AGENCY / UNITNAME / TITLE (if individual is named)

East Prov. Fire Department (401) 435-7677

Town of Seekonk Police Dept. (508) 336-8123





Chief Dean Isabella


E-MAIL

East Prov. Police Department

Rhode Island State Police






(401) 435-7677

Chief Glenn Quick



Chief William Nebus


1. Hunts Mill Bridge No. 208 on Pleasant Street over Ten Mile River East Providence, RI

Rhode Island Contract No. 2021-CB-063 R.I. Federal-Aid Project No. BRO-0208(004) County of Providence, City of East Providence, Rhode Island, for Replacement of Hunts Mills Bridge No. 208 (69E). The work under this contract shall consist of, but not be limited to: removal and disposal of existing reinforced concrete superstructure in its entirety; partial removal and disposal of existing reinforced concrete substructure abutments, return walls, and wingwalls; deep foundation installation; installation of geosynthetic reinforced soil (GRS); construction of reinforced concrete approach slabs; excavation and backfill; excavation support; construction of new concrete substructures; installation and removal of temporary steel sheeting; construction of new prestressed concrete box beam superstructure with composite reinforced concrete topping; construction of reinforced concrete sidewalks, parapets, and railings; installation of steel two-bar railing; application of waterproofing membrane and placement of bituminous pavement; full depth approach roadway reconstruction; grading; removal of existing approach sidewalks and curbing; installation of approach sidewalks and curbing; sawcutting bituminous pavements; signing and striping; site preparation; loam and seed; maintenance and protection of traffic; and all other incidentals necessary to complete the work under this Contract.

General Work Limits

WORK ZONE LOCATIONS

TO

Brief Project DescriptionPROJECT INFORMATION

650 ftBridge No. 208 (Pleasant Street) Ledge RoadAPPROX. LENGTHFROM

Hunts Mill RoadROADWAY NAME or INTERSECTION


OTHER ACTIVITIES IN PROJECT VICINITY WITH POTENTIAL FOR CAUSING SIGNIFICANT CUMULATIVE IMPACTS

ACTIVITY

General Project Schedule & Construction Sequence*

DETAILS / DATES / LOCATIONS

It is anticipated that the work will begin in the Winter of 2021 and be completed in the Spring of 2023.

*The information in this section is not intended to and shall not supersede the approved schedule and milestone/completion dates for the project.


Traffic Data

TRAFFIC CONDITIONS PRIOR TO START OF WORK

See attachment "C"

Intersection ControlSiganlized and Un-signalized


See Traffic Impact Memo

EXPECTED TRAFFIC CONDITIONS DURING THE WORKTraffic Data

N/A

Anticipated Demands from Other Activities in Vicinity of Project

City of East Providence and Town of Seekonk are concerned that detour traffic will impact residentials, bussinesses and Seekonk High School

during bridge reconstruction.

Local Community Issues and Concerns

N/A

Crash Data


See Attachment "A" General Restrictions

Holiday Restrictions

TRAFFIC-RELATED WORK RESTRICTIONS

General Restrictions

See Attachment "B" Holiday Restrictions


TMP Plan Set

TMP Plan Set

x

Lane Closure - Limited Access

Included in:

DESIGNER-DEVELOPED TTC PLANSIncluded in:

RIDOT-DEVELOPED TYPICAL TTC PLANS

TEMPORARY TRAFFIC CONTROL PLANSThese RIDOT- and/or Designer-Developed TTC Plans will be used during the work on this project

Mobile Operation

1-Side Lane Shift - Two Lane Road

Lane Closure - Four Lane Road

Maintenance & Protection of Traffic Plan Nos. 1-3

Work Beyond the Shoulder

Lane Closure - Two Lane Road

Shoulder Closure - Two Lane Road

Lane Shift - Limited Access

Others (list) -

2-Side Lane Shift - Two Lane Road

Double Lane Closure - Limited Access

Shoulder Closure - Limited Access


Road User Information Strategies

PUBLIC INFORMATION PLANThese strategies will be used to provide information concerning the project to road users and the community

RESPONSIBILITIES / REQUIREMENTS / SPECIAL CONSIDERATIONSSELECTED STRATEGIES

information on RIDOT website

RIDOT travel advisories web site

Public Awareness Strategies

RIDOT travel advisories web site

RIDOT travel advisories news releases

Communications to post appropriate information on RIDOT travel advisories web page.

RIDOT TMP Imp. Mngr. to send RIDOT notification form to Communications min. 48 hrs. in advance of restrictions.

Changeable message signs (CMS) Permanent RIDOT CMSs to be used by RIDOT TMC Operators as applicable based on submitted

RIDOT Communications to include project background, needs, plans, schedule, expected impacts, and traveler

and installed at the locations shown on the M&PT plans.

RESPONSIBILITIES / REQUIREMENTS / SPECIAL CONSIDERATIONS

Communications to include appropriate information in weekly news releases.

RIDOT TMP Imp. Mngr. to send RIDOT notification form to Communications min. 48 hrs. in advance of restrictions.

SELECTED STRATEGIES

RIDOT 511 traveler information system

CMG Restriction Forms. Temporary (portable) CMSs to be furnished by Contractor and programmed

RIDOT TMP Imp. Mngr. to send RIDOT notification form to RIDOT TMC min. 48 hrs. in advance of restrictions.

RIDOT TMC to include appropriate restriction information in 511 phone and web services.


Signal timing/coordination improvements

TRANSPORTATION OPERATIONS PLAN


Traffic/Incident Management & Enforcement Strategies

To be installed at locations shown on the M&PT plans

SELECTED STRATEGIES

Crash attenuators

To be installed at locations shown on the M&PT plans

These strategies will be used to provide improved transportation operations/safety within project work zones

Corridor/Network Management StrategiesRESPONSIBILITIES / REQUIREMENTS / SPECIAL CONSIDERATIONS

The traffic signal timings along the detour routes will be adjusted and optimized.

SELECTED STRATEGIES RESPONSIBILITIES / REQUIREMENTS / SPECIAL CONSIDERATIONS

Demand Management Strategies

SELECTED STRATEGIES

Work Zone Safety Management Strategies

SELECTED STRATEGIES

Temporary traffic barrier



General Monitoring Requirements

RESPONSIBILITIES / REQUIREMENTS / SPECIAL CONSIDERATIONSSELECTED STRATEGIES

Project-Specific Performance Monitoring Strategies

The RIDOT TMP Implementation Manager or his/her responsible designee should (1) inspect the project work zonesat initial setup, at the start of each subsequent work day, and just prior to extended breaks in the work (e.g., weekends)for conformance with the Temporary Traffic Control Plans, the ATSSA Quality Guidelines for Temporary Traffic Control

Devices and Features , and where applicable, the other transportation management strategies identified above and (2)document all work zone-related feedback and complaints that are received from the public.

The Contractor's TMP Implementation Manager is responsible for keeping the portion of the project being used bypublic traffic in a condition that (1) safely and adequately accommodates such traffic and (2) is in accordance with theTraffic-Related Work Restrictions, the Temporary Traffic Control Plans, and where appropriate, the other transportation management strategies identified above.

PERFORMANCE MONITORING PLAN


Signature: Signature: Signature:

Date: Date: Date:Initials Date Date Revision # InitialsRevision # Revision # Initials

If at any time (1) a significant deviation from any of the strategies included in the TMP (e.g., the use of an alternate construction sequence) isdesired by one or more members of the project implementation team, (2) field observations and/or data suggest that impacts to road users are orwill be unacceptable, or (3) one or more performance requirements established in the TMP are not being met in the field, the RIDOT TMPImplementation Manager shall report the situation to his/her supervisor or Division/Section/Unit manager. The supervisor / manager will coordinatewith the State Traffic Safety Engineer, the Adminstrator Project Management, the TMP Development and/or Implementation Manager(s), the ChiefEngineer Infrastructure Maintenance, and/or other interested parties as appropriate and/or necessary to consider and determine whether revisedand/or alternate strategies should be implemented in an effort to lessen the adverse safety and/or mobility impacts of the project. If the supervisor /manager deems that strategy changes should be implemented, the changes shall be documented in a revised version of the TMP and theAdminstrator Project Management, the State Traffic Safety Engineer, and the Chief Engineer Infrastructure Maintenance must approve of therevised TMP prior to their implementation.

When unexpected events (e.g., crashes, inclement weather, unforeseen traffic demands, etc.) occur in a project work zone where one or morelanes are closed, the RIDOT TMP Implementation Manager or his/her responsible designee should (1) determine whether or not the lane closure(s)can/should be removed in order to improve traffic operations and/or minimize delays and (2) if deemed appropriate, take action to remove the laneclosure(s).

Date

Project Specific Contingencies

If a significant deviation from any of the strategies included in the TMP is requested by the Contractor, unless directed otherwise by the RIDOT theContractor is responsible for preparing and submitting to the RIDOT TMP Implementation Manager appropriate documentation (e.g., designcalculations, analysis reports, Temporary Traffic Control Plans, etc.) showing that the requested change(s) are (1) feasible and (2) expected toresult in safety and mobility impacts that are no more adverse than the impacts resulting from the strategies already included in the latest approvedTMP. The RIDOT will review and consider the submittal(s) as described in the preceding paragraph and will determine whether the changes should be implemented. If the requested changes are approved by the RIDOT, unless otherwise directed by the RIDOT the Contractor shall prepare andsubmit to the RIDOT TMP Implementation Manager a revised version of the latest approved TMP in both printed and electronic (Microsoft® Excel)format that documents all of the approved changes. Work to implement the changes shall not begin until the Adminstrator Project Management,the State Traffic Safety Engineer, and the Chief Engineer Infrastructure Maintenance have approved of the revised TMP.

STATE TRAFFIC ENGINEER

All approvals must be obtained prior to start of work.

TMP APPROVALS

ADMINISTRATOR PROJECT MANAGEMENT

CHIEF ENGINEER OF INFRASTRUCTURE

CHANGES TO TMP & CONTINGENCY PLANS


LIST OF ATTACHMENTS


Location From To Sunday Monday Tuesday Wednesday Thursday Friday Saturday

0:00 8:00 ALL ALL ALL ALL ALL ALL ALL8:00 13:00 ALL ALT ALT ALT ALT ALT ALL

13:00 24:00 ALL ALL ALL ALL ALL ALL ALL

Bridge No. 208 (Pleasant Street) for Bridge Reconstruction 0:00 24:00 DETOUR DETOUR DETOUR DETOUR DETOUR DETOUR DETOUR

0:00 8:00 1L 1L 1L 1L 1L 1L 1L8:00 13:00 1L ALT ALT ALT ALT ALT 1L

13:00 24:00 1L 1L 1L 1L 1L 1L 1L

LEGEND

ALL All travel lanes and shoulders shall remain open to traffic.

1L A minimum of one 11-foot (11') wide travel lane in both directions shall remain open to traffic

DETOUR

ALT A minimum of ONE 10-foot wide lane, alternating each direction, shall remain open to traffic

1

2

3

4 Access to and egress from all side streets, driveways, buildings, and other pedestrian pathways intersecting the Project work zones shall be maintained at all times unless

otherwise noted or shown on the Plans.

5

the TMP to allow motoring public time to adjust to new travel patterns while allowing RIDOT the opportunity to evaluate its success. Construction work can commence on the Monday

following the evaluation period. TMP modifications or revisions may be required in advance to allow for weekend work.

Bridge No. 208 (Pleasant Street) for Overhead Utility Relocation

The proposed detour for Pleasant Street closure shall be implemented as shown on the plans

NOTESThe set-up and break-down of temporary traffic control devices within a traveled way shall be construed as a closure of that traveled way.

The provisions noted herein shall not free the Contractor from his responsibility to conduct all work in such a manner that assures the least possible obstruction to traffic.

At locations with a sidewalk (s), a minimum of one sidewalk on one side of the roadway shall remain open to pedestrians at all times unless otherwise noted or shown on the Plans.

TMP Attachment "A" General Restrictions - Replacement of Hunts Mills Bridge No. 208 (69E)

MINIMUM NUMBER OF LANES & SHOULDERS TO REMAIN OPEN TO TRAFFIC1,2,3,4,5

Time of Day Day of Week

Bridge No. 208 (Pleasant Street) for Approach Work

All full closures, splits, or shifts unless approved by the Administrator of Project Management or his designee shall be scheduled to begin on Friday or Saturday night as determined by

Final Attachment A - Bridge 208.xls Template Rev. 11-06-09 Page 1 of 1

Attachment B To Transportation Management Plan (TMP) for:

Project Title: Bridge Routine - Replacement of Hunts Mills Bridge No. 208 (69E)

RIC No.: 2021-CB-063

Date: 09-21-2016 Page 1 of 1

Holiday Restrictions NOTE: IN CASE OF DISCREPANCY BETWEEN THESE HOLIDAY RESTRICTIONS AND THE GENERAL RESTRICTIONS (ATTACHMENT A), THESE HOLIDAY RESTRICTIONS SHALL GOVERN. No lane and/or shoulder closures allowed after 13:00 on the Friday preceding a holiday weekend. EASTER SUNDAY No lane and/or shoulder closures allowed on Saturday. No lane and/or shoulder closures allowed on Sunday until 20:00 (after 20:00, General Restrictions shall apply). NEW YEAR'S DAY, INDEPENDENCE DAY, & CHRISTMAS DAY No lane and/or shoulder closures allowed after 13:00 on the day before the holiday.

No lane and/or shoulder closures allowed on the holiday. VETERANS DAY No lane and/or shoulder closures allowed after 13:00 on the day before the holiday. No lane and/or shoulder closures allowed on Veterans Day until 20:00 (after 20:00, General Restrictions shall apply).

DR. MARTIN LUTHER KING JR. DAY, VICTORY DAY, & COLUMBUS DAY No lane and/or shoulder closures allowed on Saturday and/or Sunday.

No lane and/or shoulder closures allowed on Monday until 20:00 (after 20:00, General Restrictions shall apply). MEMORIAL DAY & LABOR DAY No lane and/or shoulder closures allowed on Saturday, Sunday, and/or Monday.

THANKSGIVING DAY No lane and/or shoulder closures allowed after 13:00 on the Wednesday preceding Thanksgiving Day. No lane and/or shoulder closures allowed on Thanksgiving Day, Friday, Saturday, and/or Sunday.

ATTACHMENT “C” - TRAFFIC DATA

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File Name : AM_Route 102 and Route 7Site Code : 19002.00Start Date : 6/5/2019Page No : 1

AM Peak

Groups Printed- CarsRoute 7 SBFrom North

Route 102 SBFrom East

Route 7 NBFrom South

Route 102 NBFrom West

Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total

06:00 AM 1 12 4 1 18 1 18 2 0 21 6 2 13 0 21 61 131 2 0 194 25406:15 AM 3 15 9 0 27 3 53 3 0 59 6 5 7 0 18 35 160 2 0 197 30106:30 AM 1 14 9 0 24 6 52 2 0 60 5 11 10 1 27 63 166 2 0 231 34206:45 AM 5 20 9 0 34 5 64 2 0 71 2 7 20 0 29 44 144 7 0 195 329

Total 10 61 31 1 103 15 187 9 0 211 19 25 50 1 95 203 601 13 0 817 1226

07:00 AM 10 16 7 0 33 2 80 6 0 88 5 6 34 0 45 53 150 4 0 207 37307:15 AM 9 21 7 0 37 3 95 4 0 102 7 5 29 0 41 57 181 5 0 243 42307:30 AM 7 21 7 0 35 4 77 3 0 84 5 6 30 0 41 68 187 4 0 259 41907:45 AM 9 22 0 0 31 6 68 10 0 84 8 8 27 0 43 65 190 1 0 256 414

Total 35 80 21 0 136 15 320 23 0 358 25 25 120 0 170 243 708 14 0 965 1629

08:00 AM 6 19 6 0 31 6 72 10 0 88 7 6 21 0 34 58 152 0 0 210 36308:15 AM 8 15 9 0 32 7 73 16 0 96 3 7 27 0 37 27 152 8 0 187 35208:30 AM 4 13 7 0 24 7 64 15 1 87 12 6 25 0 43 29 125 3 0 157 31108:45 AM 5 15 19 0 39 5 51 3 0 59 7 4 9 0 20 41 132 4 0 177 295

Total 23 62 41 0 126 25 260 44 1 330 29 23 82 0 134 155 561 15 0 731 1321

Grand Total 68 203 93 1 365 55 767 76 1 899 73 73 252 1 399 601 1870 42 0 2513 4176Apprch % 18.6 55.6 25.5 0.3 6.1 85.3 8.5 0.1 18.3 18.3 63.2 0.3 23.9 74.4 1.7 0

Total % 1.6 4.9 2.2 0 8.7 1.3 18.4 1.8 0 21.5 1.7 1.7 6 0 9.6 14.4 44.8 1 0 60.2

Commonwealth Engineering & Consultants, Inc.400 Smith Street

Providence, RI 02908Phone: (401) 273-6600

Fax: (401) 273-6674


Route 7 SB

Ro

ute

10

2 N

B R

ou

te 1

02

SB

Route 7 NB

Right68

Thru203

Left93

Peds1

InOut Total170 365 535

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Le

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10

87

2

51

3

36

00

6/5/2019 06:00 AM6/5/2019 08:45 AM Cars

North



Fax: (401) 273-6674


Route 7 SBFrom North





Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 07:00 AM

07:00 AM 10 16 7 0 33 2 80 6 0 88 5 6 34 0 45 53 150 4 0 207 37307:15 AM 9 21 7 0 37 3 95 4 0 102 7 5 29 0 41 57 181 5 0 243 42307:30 AM 7 21 7 0 35 4 77 3 0 84 5 6 30 0 41 68 187 4 0 259 41907:45 AM 9 22 0 0 31 6 68 10 0 84 8 8 27 0 43 65 190 1 0 256 414Total Volume 35 80 21 0 136 15 320 23 0 358 25 25 120 0 170 243 708 14 0 965 1629% App. Total 25.7 58.8 15.4 0 4.2 89.4 6.4 0 14.7 14.7 70.6 0 25.2 73.4 1.5 0

PHF .875 .909 .750 .000 .919 .625 .842 .575 .000 .877 .781 .781 .882 .000 .944 .893 .932 .700 .000 .931 .963

Route 7 SB

Route

102 N

B R

oute

102 S

B

Route 7 NB

Right35

Thru80

Left21

Peds0


Rig

ht

15

Thru

320

Left23

Peds0

Out

Tota

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754

358

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Left120

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Left14

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Rig

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243

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Tota

lO

ut

In475

965

1440

Peak Hour Begins at 07:00 AM Cars

Peak Hour Data

North



Fax: (401) 273-6674







Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1Peak Hour for Each Approach Begins at:

06:45 AM 07:00 AM 07:00 AM 07:15 AM

+0 mins. 5 20 9 0 34 2 80 6 0 88 5 6 34 0 45 57 181 5 0 243+15 mins. 10 16 7 0 33 3 95 4 0 102 7 5 29 0 41 68 187 4 0 259+30 mins. 9 21 7 0 37 4 77 3 0 84 5 6 30 0 41 65 190 1 0 256+45 mins. 7 21 7 0 35 6 68 10 0 84 8 8 27 0 43 58 152 0 0 210Total Volume 31 78 30 0 139 15 320 23 0 358 25 25 120 0 170 248 710 10 0 968% App. Total 22.3 56.1 21.6 0 4.2 89.4 6.4 0 14.7 14.7 70.6 0 25.6 73.3 1 0

PHF .775 .929 .833 .000 .939 .625 .842 .575 .000 .877 .781 .781 .882 .000 .944 .912 .934 .500 .000 .934

Route 7 SB

Route

102 N

B R

oute

102 S

B

Route 7 NB

Right31

Thru78

Left30

Peds0

In - Peak Hour: 06:45 AM139

Rig

ht

15

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320

Left23

Peds0

In - P

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our: 0

7:0

0 A

M358

Left120

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Left10

Thru710

Rig

ht

248

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In -

Peak H

our:

07:1

5 A

M968

Cars

Peak Hour Data

North



Fax: (401) 273-6674

File Name : PM_Route 102 and Route 7Site Code : 19002.00Start Date : 6/5/2019Page No : 1

PM Peak






03:00 PM 6 9 8 0 23 4 118 9 0 131 14 9 31 0 54 19 106 6 1 132 34003:15 PM 2 13 8 0 23 6 125 7 0 138 10 16 39 0 65 24 109 1 0 134 36003:30 PM 3 11 7 0 21 9 160 4 0 173 9 24 34 0 67 19 100 4 0 123 38403:45 PM 6 6 8 0 20 12 160 4 0 176 14 17 40 0 71 17 101 4 0 122 389

Total 17 39 31 0 87 31 563 24 0 618 47 66 144 0 257 79 416 15 1 511 1473

04:00 PM 9 20 8 0 37 5 178 2 0 185 14 31 40 1 86 21 163 2 0 186 49404:15 PM 6 4 4 0 14 10 151 8 0 169 13 17 49 1 80 27 92 5 0 124 38704:30 PM 3 8 9 0 20 9 173 8 0 190 6 15 58 0 79 22 101 2 0 125 41404:45 PM 3 9 3 0 15 4 166 3 0 173 14 25 53 0 92 30 116 8 0 154 434

Total 21 41 24 0 86 28 668 21 0 717 47 88 200 2 337 100 472 17 0 589 1729

05:00 PM 5 8 1 0 14 7 176 10 0 193 5 28 69 0 102 36 138 4 0 178 48705:15 PM 7 6 5 0 18 5 174 11 0 190 18 25 64 0 107 34 121 4 0 159 47405:30 PM 10 11 3 0 24 2 189 11 0 202 9 25 81 0 115 32 113 3 1 149 49005:45 PM 9 3 5 0 17 4 170 8 0 182 15 22 57 0 94 20 103 3 0 126 419

Total 31 28 14 0 73 18 709 40 0 767 47 100 271 0 418 122 475 14 1 612 1870

Grand Total 69 108 69 0 246 77 1940 85 0 2102 141 254 615 2 1012 301 1363 46 2 1712 5072

Apprch % 28 43.9 28 0 3.7 92.3 4 0 13.9 25.1 60.8 0.2 17.6 79.6 2.7 0.1

Total % 1.4 2.1 1.4 0 4.9 1.5 38.2 1.7 0 41.4 2.8 5 12.1 0 20 5.9 26.9 0.9 0 33.8



Fax: (401) 273-6674


Route 7 SB

Route

102 N

B R

oute

102 S

B

Route 7 NB

Right69

Thru108

Left69

Peds0


Rig

ht

77

Thru

1940

Left85

Peds0

Out

Tota

lIn

1573

2102

3675

Left615

Thru254

Right141

Peds2


Left46

Thru

1363

Rig

ht

301

Peds2

Tota

lO

ut

In2624

1712

4336

6/5/2019 03:00 PM6/5/2019 05:45 PM Cars

North



Fax: (401) 273-6674







Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 04:45 PM

04:45 PM 3 9 3 0 15 4 166 3 0 173 14 25 53 0 92 30 116 805:00 PM 5 8 1 0 14 7 176 10 0 193 5 28 69 0 102 36 138 4 0 178 48705:15 PM 7 6 5 11 0 190 1805:30 PM 10 11 3 0 24 2 189 11 0 202 9 25 81 0 115 32 113 3 1 149 490Total Volume 25 34 12 0 71 18 705 35 0 758 46 103 267 0 416 132 488 19 1 640 1885

% App. Total 35.2 47.9 16.9 0 2.4 93 4.6 0 11.1 24.8 64.2 0 20.6 76.2 3 0.2

PHF .625 .773 .600 .000 .643 .933 .795 .000 .938 .639 .920 .824 .000 .917 .884 .594 .250

Route 7 SB

Ro

ute

10

2 N

B R

ou

te 1

02

SB

Route 7 NB

Right25

Thru34

Left12

Peds0


Rig

ht

18

T

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70

5

Le

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P

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Left267

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Right46

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Rig

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13

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Pe

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To

tal

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tIn

99

7

64

0

16

37

Peak Hour Begins at 04:45 PM Cars

Peak Hour Data

North



Fax: (401) 273-6674

Nikone Soupharath

Typewriter

0.740

Nikone Soupharath

Typewriter

0.904

Nikone Soupharath

Typewriter

0.899







Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1Peak Hour for Each Approach Begins at:

03:15 PM 05:00 PM 05:00 PM 04:45 PM

+0 mins. 2 13 8 7 176 10 0 193 5 28 69 0 102 30 116 8+15

mins.3 11 7 0 21 5 174 11 0 190 18 25 64 0 107 36 138 4 0 178

+30 mins. 6 6 8 0 20 2 189 11 0 202 9 25 81 0 115 34 121 4 0 159+45 mins. 9 20 37 4 170 8 0 182 15 22 57 0 94 32 113 3 1 149Total Volume 20 50 31 0 101 18 709 40 0 767 47 100 271 0 418 132 488 19 1 640

% App. Total 19.8 49.5 30.7 0 2.3 92.4 5.2 0 11.2 23.9 64.8 0 20.6 76.2 3 0.2

PHF .556 .625 .969 .000 .643 .938 .909 .000 .949 .653 .893 .836 .000 .917 .884 .594 .250

Route 7 SB

Ro

ute

10

2 N

B R

ou

te 1

02

SB

Route 7 NB

Right20

Thru50

Left31

Peds0

In - Peak Hour: 03:15 PM101

Rig

ht

18

T

hru

70

9

Le

ft40

P

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In - P

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k H

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r: 05

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PM

76

7

Left271

Thru100

Right47

Peds0


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8

Rig

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13

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Pe

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In -

Pe

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ou

r: 0

4:4

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M6

40

Cars

Peak Hour Data

North



Fax: (401) 273-6674


AM Peak


Route 107 WBFrom East


Route 107 EBFrom West


06:00 AM 10 27 2 0 39 5 1 2 0 8 4 94 0 0 98 1 9 94 1 105 25006:15 AM 14 40 1 0 55 9 5 1 0 15 2 101 2 0 105 1 9 100 0 110 28506:30 AM 17 48 6 0 71 9 8 3 1 21 3 119 2 0 124 2 9 100 0 111 32706:45 AM 38 48 2 0 88 8 5 4 0 17 6 127 9 0 142 3 8 87 0 98 345

Total 79 163 11 0 253 31 19 10 1 61 15 441 13 0 469 7 35 381 1 424 1207

07:00 AM 54 63 2 0 119 5 14 7 0 26 5 154 11 0 170 4 7 111 0 122 43707:15 AM 50 90 9 0 149 8 14 10 0 32 10 140 9 0 159 0 16 151 0 167 50707:30 AM 51 78 5 0 134 12 6 6 0 24 15 159 3 0 177 5 19 107 0 131 46607:45 AM 48 84 3 0 135 1 11 4 0 16 4 163 5 0 172 2 19 111 0 132 455

Total 203 315 19 0 537 26 45 27 0 98 34 616 28 0 678 11 61 480 0 552 1865

08:00 AM 42 68 8 0 118 6 5 6 0 17 9 143 2 0 154 2 12 66 0 80 36908:15 AM 32 74 5 0 111 6 9 9 0 24 3 108 2 0 113 3 16 64 0 83 33108:30 AM 33 68 9 0 110 6 9 11 0 26 9 99 0 0 108 9 7 83 0 99 34308:45 AM 24 36 10 0 70 8 3 7 0 18 7 103 2 0 112 1 13 83 0 97 297

Total 131 246 32 0 409 26 26 33 0 85 28 453 6 0 487 15 48 296 0 359 1340

Grand Total 413 724 62 0 1199 83 90 70 1 244 77 1510 47 0 1634 33 144 1157 1 1335 4412Apprch % 34.4 60.4 5.2 0 34 36.9 28.7 0.4 4.7 92.4 2.9 0 2.5 10.8 86.7 0.1

Total % 9.4 16.4 1.4 0 27.2 1.9 2 1.6 0 5.5 1.7 34.2 1.1 0 37 0.7 3.3 26.2 0 30.3



Fax: (401) 273-6674


Route 102 SB

Ro

ute

10

7 E

B

Ro

ute

10

7 W

B

Route 102 NB

Right413

Thru724

Left62

Peds0


Rig

ht

83

T

hru9

0

Le

ft70

P

ed

s1

Ou

tT

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lIn

28

3

24

4

52

7

Left47

Thru1510

Right77

Peds0


Le

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15

7

Th

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4

Rig

ht

33

P

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s1

To

tal

Ou

tIn

55

0

13

35

1

88

5

6/5/2019 06:00 AM6/5/2019 08:45 AM Cars

North



Fax: (401) 273-6674








07:00 AM 54 63 2 0 119 5 14 7 0 26 5 154 11 0 170 4 7 111 0 122 43707:15 AM 50 90 9 0 149 8 14 10 0 32 10 140 9 0 159 0 16 151 0 167 50707:30 AM 51 78 5 0 134 12 6 6 0 24 15 159 3 0 177 5 19 107 0 131 46607:45 AM 48 84 3 0 135 1 11 4 0 16 4 163 5 0 172 2 19 111 0 132 455Total Volume 203 315 19 0 537 26 45 27 0 98 34 616 28 0 678 11 61 480 0 552 1865% App. Total 37.8 58.7 3.5 0 26.5 45.9 27.6 0 5 90.9 4.1 0 2 11.1 87 0

PHF .940 .875 .528 .000 .901 .542 .804 .675 .000 .766 .567 .945 .636 .000 .958 .550 .803 .795 .000 .826 .920

Route 102 SB

Route

107 E

B R

oute

107 W

B

Route 102 NB

Right203

Thru315

Left19

Peds0


Rig

ht

26

Thru4

5

Left27

Peds0

Out

Tota

lIn

114

98

212

Left28

Thru616

Right34

Peds0


Left

480

Thru6

1

Rig

ht

11

Peds0

Tota

lO

ut

In276

552

828


Peak Hour Data

North



Fax: (401) 273-6674








07:00 AM 06:45 AM 07:00 AM 07:00 AM

+0 mins. 54 63 2 0 119 8 5 4 0 17 5 154 11 0 170 4 7 111 0 122+15 mins. 50 90 9 0 149 5 14 7 0 26 10 140 9 0 159 0 16 151 0 167+30 mins. 51 78 5 0 134 8 14 10 0 32 15 159 3 0 177 5 19 107 0 131+45 mins. 48 84 3 0 135 12 6 6 0 24 4 163 5 0 172 2 19 111 0 132Total Volume 203 315 19 0 537 33 39 27 0 99 34 616 28 0 678 11 61 480 0 552% App. Total 37.8 58.7 3.5 0 33.3 39.4 27.3 0 5 90.9 4.1 0 2 11.1 87 0

PHF .940 .875 .528 .000 .901 .688 .696 .675 .000 .773 .567 .945 .636 .000 .958 .550 .803 .795 .000 .826

Route 102 SB

Route

107 E

B R

oute

107 W

B

Route 102 NB

Right203

Thru315

Left19

Peds0


Rig

ht

33

Thru3

9

Left27

Peds0

In - P

eak H

our: 0

6:4

5 A

M99

Left28

Thru616

Right34

Peds0


Left

480

Thru6

1

Rig

ht

11

Peds0

In -

Peak H

our:

07:0

0 A

M552

Cars

Peak Hour Data

North



Fax: (401) 273-6674


PM Peak






03:00 PM 65 105 4 0 174 3 18 11 0 32 11 104 5 0 120 4 17 62 0 83 40903:15 PM 49 104 8 0 161 10 17 15 0 42 5 90 4 0 99 0 14 67 0 81 38303:30 PM 85 101 8 0 194 3 11 5 0 19 7 58 1 0 66 2 16 46 0 64 34303:45 PM 79 100 8 1 188 7 19 11 0 37 3 60 0 0 63 1 5 54 0 60 348

Total 278 410 28 1 717 23 65 42 0 130 26 312 10 0 348 7 52 229 0 288 1483

04:00 PM 72 132 8 0 212 4 15 12 0 31 7 86 1 0 94 0 10 38 0 48 38504:15 PM 82 131 8 0 221 11 20 15 0 46 6 69 0 0 75 3 6 49 0 58 40004:30 PM 103 143 9 0 255 5 22 11 0 38 8 94 5 1 108 0 12 36 0 48 44904:45 PM 71 138 14 0 223 9 20 14 0 43 6 109 3 0 118 1 16 41 0 58 442

Total 328 544 39 0 911 29 77 52 0 158 27 358 9 1 395 4 44 164 0 212 1676

05:00 PM 109 140 14 0 263 4 17 11 0 32 7 100 3 0 110 2 11 41 0 54 45905:15 PM 82 120 9 0 211 4 16 13 0 33 4 98 7 0 109 2 11 44 0 57 41005:30 PM 114 135 14 0 263 5 44 10 0 59 4 112 8 0 124 0 6 32 0 38 48405:45 PM 89 123 4 0 216 7 28 18 0 53 7 77 15 0 99 1 11 45 0 57 425

Total 394 518 41 0 953 20 105 52 0 177 22 387 33 0 442 5 39 162 0 206 1778

Grand Total 1000 1472 108 1 2581 72 247 146 0 465 75 1057 52 1 1185 16 135 555 0 706 4937Apprch % 38.7 57 4.2 0 15.5 53.1 31.4 0 6.3 89.2 4.4 0.1 2.3 19.1 78.6 0

Total % 20.3 29.8 2.2 0 52.3 1.5 5 3 0 9.4 1.5 21.4 1.1 0 24 0.3 2.7 11.2 0 14.3



Fax: (401) 273-6674


Route 102 SB

Route

107 E

B R

oute

107 W

B

Route 102 NB

Right1000

Thru1472

Left108

Peds1


Rig

ht

72

Thru

247

Left

146

Peds0

Out

Tota

lIn

318

465

783

Left52

Thru1057

Right75

Peds1


Left

555

Thru135

Rig

ht

16

Peds0

Tota

lO

ut

In1299

706

2005

6/5/2019 03:00 PM6/5/2019 05:45 PM Cars

North



Fax: (401) 273-6674








04:45 PM 71 138 14 9 20 14 0 43 6 109 3 0 118 1 16 58 44205:00 PM 109 140 263 4 17 11 0 32 7 2 11 41 0 54 45905:15 PM 82 120 9 0 211 4 16 13 0 33 4 98 7 0 109 2 11 4405:30 PM 114 135 14 0 263 5 44 10 0 59 4 112 8 0 124 0 6 32 0 38 484Total Volume 376 533 51 0 960 22 97 48 0 167 21 419 21 0 461 5 44 158 0 207 1795

% App. Total 39.2 55.5 5.3 0 13.2 58.1 28.7 0 4.6 90.9 4.6 0 2.4 21.3 76.3 0

PHF .825 .952 .911 .000 .611 .551 .857 .000 .708 .750 .935 .656 .000 .625 .688 .898 .000

Route 102 SB

Ro

ute

10

7 E

B R

ou

te 1

07

WB

Route 102 NB

Right376

Thru533

Left51

Peds0


Rig

ht

22

T

hru9

7

Le

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P

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6

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7

28

3

Left21

Thru419

Right21

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Le

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58

T

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4

Rig

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Pe

ds0

To

tal

Ou

tIn

49

4

20

7

70

1


Peak Hour Data

North



Fax: (401) 273-6674

Nikone Soupharath

Typewriter

0.913

Nikone Soupharath

Typewriter

0.929

Nikone Soupharath

Typewriter

0.892








04:15 PM 05:00 PM 04:45 PM 03:00 PM

+0 mins. 82 131 8 0 221 4 17 11 0 32 6 109 3 0 118 4 17 83+15 mins. 103 143 7 67

+30mins.

71 138 14 0 223 5 44 10 0 59 4 98 7 0 109 2 16 46 0 64

+45 mins. 109 140 14 0 263 7 28 18 0 53 4 112 8 0 124 1 5 54 0 60Total Volume 365 552 45 0 962 20 105 52 0 177 21 419 21 0 461 7 52 229 0 288

% App. Total 37.9 57.4 4.7 0 11.3 59.3 29.4 0 4.6 90.9 4.6 0 2.4 18.1 79.5 0

PHF .837 .965 .804 .000 .714 .597 .722 .000 .750 .750 .935 .656 .000 .438 .765 .854 .000

Route 102 SB

Ro

ute

10

7 E

B R

ou

te 1

07

WB

Route 102 NB

Right365

Thru552

Left45

Peds0


Rig

ht

20

T

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10

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88

Cars

Peak Hour Data

North



Fax: (401) 273-6674

File Name : AM_Victory Hwy and Route 7Site Code : 00000000Start Date : 6/5/2019Page No : 1

Default CommentsChange These in The Preferences WindowSelect File/Preference in the Main ScreeThen Click the Comments Tab

Groups Printed- UnshiftedRoute 7 SBFrom North

From East


Victory Hwy NBFrom West


05:45 AM 1 71 0 0 72 0 0 0 0 0 0 30 8 0 38 30 0 9 0 39 149Total 1 71 0 0 72 0 0 0 0 0 0 30 8 0 38 30 0 9 0 39 149

06:00 AM 0 61 0 0 61 0 0 0 0 0 0 24 14 0 38 35 0 4 0 39 13806:15 AM 1 79 0 0 80 0 0 0 0 0 0 32 14 0 46 27 0 12 0 39 16506:30 AM 4 72 0 0 76 0 0 0 0 0 0 35 22 0 57 40 0 7 0 47 18006:45 AM 1 77 0 0 78 0 0 0 0 0 0 52 18 0 70 44 0 7 0 51 199

Total 6 289 0 0 295 0 0 0 0 0 0 143 68 0 211 146 0 30 0 176 682

07:00 AM 3 100 0 0 103 0 0 0 0 0 0 43 10 0 53 47 0 8 0 55 21107:15 AM 0 99 0 0 99 0 0 0 0 0 0 41 6 0 47 59 0 7 0 66 21207:30 AM 4 98 0 0 102 0 0 0 0 0 0 39 17 0 56 54 0 7 0 61 21907:45 AM 3 90 0 0 93 0 0 0 0 0 0 41 14 0 55 50 0 5 0 55 203

Total 10 387 0 0 397 0 0 0 0 0 0 164 47 0 211 210 0 27 0 237 845

08:00 AM 2 73 0 0 75 0 0 0 0 0 0 37 17 0 54 36 0 6 0 42 17108:15 AM 2 60 0 0 62 0 0 0 0 0 0 51 8 0 59 27 0 3 0 30 15108:30 AM 2 67 0 0 69 0 0 0 0 0 0 25 13 0 38 20 0 2 0 22 129

Grand Total 23 947 0 0 970 0 0 0 0 0 0 450 161 0 611 469 0 77 0 546 2127Apprch % 2.4 97.6 0 0 0 0 0 0 0 73.6 26.4 0 85.9 0 14.1 0

Total % 1.1 44.5 0 0 45.6 0 0 0 0 0 0 21.2 7.6 0 28.7 22 0 3.6 0 25.7



Fax: (401) 273-6674


Route 7 SB

Vic

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Hw

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B

Route 7 NB

Right23

Thru947

Left0

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Rig

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Th

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Le

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Right0

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0

6/5/2019 05:45 AM6/5/2019 08:30 AM Unshifted

North



Fax: (401) 273-6674



From East





07:00 AM 3 100 0 0 103 0 0 0 0 0 0 43 10 0 53 47 0 8 0 55 21107:15 AM 0 99 0 0 99 0 0 0 0 0 0 41 6 0 47 59 0 7 0 66 21207:30 AM 4 98 0 0 102 0 0 0 0 0 0 39 17 0 56 54 0 7 0 61 21907:45 AM 3 90 0 0 93 0 0 0 0 0 0 41 14 0 55 50 0 5 0 55 203Total Volume 10 387 0 0 397 0 0 0 0 0 0 164 47 0 211 210 0 27 0 237 845% App. Total 2.5 97.5 0 0 0 0 0 0 0 77.7 22.3 0 88.6 0 11.4 0

PHF .625 .968 .000 .000 .964 .000 .000 .000 .000 .000 .000 .953 .691 .000 .942 .890 .000 .844 .000 .898 .965

Route 7 SB

Vic

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Hw

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Route 7 NB

Right10

Thru387

Left0

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Right0

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Left27

Thru

0

Rig

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In57

237

294

Peak Hour Begins at 07:00 AM Unshifted

Peak Hour Data

North



Fax: (401) 273-6674



From East





07:00 AM 05:45 AM 06:30 AM 07:00 AM

+0 mins. 3 100 0 0 103 0 0 0 0 0 0 35 22 0 57 47 0 8 0 55+15 mins. 0 99 0 0 99 0 0 0 0 0 0 52 18 0 70 59 0 7 0 66+30 mins. 4 98 0 0 102 0 0 0 0 0 0 43 10 0 53 54 0 7 0 61+45 mins. 3 90 0 0 93 0 0 0 0 0 0 41 6 0 47 50 0 5 0 55Total Volume 10 387 0 0 397 0 0 0 0 0 0 171 56 0 227 210 0 27 0 237% App. Total 2.5 97.5 0 0 0 0 0 0 0 75.3 24.7 0 88.6 0 11.4 0

PHF .625 .968 .000 .000 .964 .000 .000 .000 .000 .000 .000 .822 .636 .000 .811 .890 .000 .844 .000 .898

Route 7 SB

Vic

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Hw

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Route 7 NB

Right10

Thru387

Left0

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Rig

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5:4

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Left56

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Right0

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Left27

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0

Rig

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210

Peds0

In -

Peak H

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07:0

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M237

Unshifted

Peak Hour Data

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Fax: (401) 273-6674

File Name : PM_Victory Hwy and Route 7Site Code : 19002.00Start Date : 6/5/2019Page No : 1

PM Peak

Groups Printed- CarsRoute 7 SBFrom North From East




02:45 PM 8 44 0 0 52 0 0 0 0 0 0 54 34 0 88 21 0 5 0 26 166Total 8 44 0 0 52 0 0 0 0 0 0 54 34 0 88 21 0 5 0 26 166

03:00 PM 6 49 0 0 55 0 0 0 0 0 0 82 46 0 128 30 0 4 0 34 21703:15 PM 7 51 0 0 58 0 0 0 0 0 0 80 32 0 112 28 0 4 0 32 20203:30 PM 9 50 0 0 59 0 0 0 0 0 0 90 38 0 128 13 0 2 0 15 20203:45 PM 4 54 0 0 58 0 0 0 0 0 0 93 52 0 145 28 0 3 0 31 234

Total 26 204 0 0 230 0 0 0 0 0 0 345 168 0 513 99 0 13 0 112 855

04:00 PM 12 56 0 0 68 0 0 0 0 0 0 96 55 0 151 24 0 8 1 33 25204:15 PM 6 58 0 1 65 0 0 0 0 0 0 86 50 0 136 32 0 9 0 41 24204:30 PM 8 55 0 0 63 0 0 0 0 0 0 94 59 0 153 19 0 5 0 24 24004:45 PM 6 51 0 0 57 0 0 0 0 0 0 111 43 1 155 24 0 6 0 30 242

Total 32 220 0 1 253 0 0 0 0 0 0 387 207 1 595 99 0 28 1 128 976

05:00 PM 10 57 0 0 67 0 0 0 0 0 0 109 59 0 168 15 0 5 0 20 25505:15 PM 8 59 0 0 67 0 0 0 0 0 0 121 87 0 208 18 0 4 0 22 29705:30 PM 8 42 0 0 50 0 0 0 0 0 0 109 49 0 158 13 0 6 0 19 227Grand Total 92 626 0 1 719 0 0 0 0 0 0 1125 604 1 1730 265 0 61 1 327 2776Apprch % 12.8 87.1 0 0.1 0 0 0 0 0 65 34.9 0.1 81 0 18.7 0.3

Total % 3.3 22.6 0 0 25.9 0 0 0 0 0 0 40.5 21.8 0 62.3 9.5 0 2.2 0 11.8



Fax: (401) 273-6674


Route 7 SB

Vic

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Hw

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Route 7 NB

Right92

Thru626

Left0

Peds1


Rig

ht0

Thru0

Left0

P

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Out

Tota

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0

0

0

Left604

Thru1125

Right0

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Left61

Thru

0

Rig

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Peds1

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In696

327

1023

6/5/2019 02:45 PM6/5/2019 05:30 PM Cars

North



Fax: (401) 273-6674


Route 7 SBFrom North From East





04:30 PM 8 55 0 0 63 0 0 0 0 0 0 94 59 0 153 19 0 5 0 24 24004:45 PM 6 51 0 0 57 0 0 0 0 0 0 111 43 1 155 24 0 6 30 24205:00 PM 10 57 0 0 67 0 0 0 0 0 0 109 59 0 168 15 0 5 0 20 25505:15 PM 8 59 121 87 0 208 18 0 4 0 22 297Total Volume 32 222 0 0 254 0 0 0 0 0 0 435 248 1 684 76 0 20 0 96 1034

% App. Total 12.6 87.4 0 0 0 0 0 0 0 63.6 36.3 0.1 79.2 0 20.8 0

PHF .800 .941 .000 .000 .000 .000 .000 .000 .000 .000 .899 .713 .250 .792 .000 .833 .000

Route 7 SB

Vic

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Hw

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B

Route 7 NB

Right32

Thru222

Left0

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Rig

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0

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3

76


Peak Hour Data

North



Fax: (401) 273-6674

Nikone Soupharath

Typewriter

0.948

Nikone Soupharath

Typewriter

0.822

Nikone Soupharath

Typewriter

0.800


Route 7 SBFrom North From East





03:45 PM 02:45 PM 04:45 PM 03:45 PM

+0 mins. 4 54 0 0 58 0 0 0 0 0 0 111 43 1 155 28 0 3 0 31+15 mins. 12 56 0 0 68 0 0 0 0 0 0 109 59 0 168 24 0 8 1 33+30 mins. 6 58 1 65 0 0 0 0 0 0 121 87 0 208 32 0 9 41+45 mins. 8 55 0 0 63 0 0 0 0 0 0 109 49 0 158 19 0 5 0 24Total Volume 30 223 0 1 254 0 0 0 0 0 0 450 238 1 689 103 0 25 1 129

% App. Total 11.8 87.8 0 0.4 0 0 0 0 0 65.3 34.5 0.1 79.8 0 19.4 0.8

PHF .625 .961 .000 .250 .000 .000 .000 .000 .000 .000 .930 .684 .250 .805 .000 .694 .250

Route 7 SB

Vic

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Hw

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Route 7 NB

Right30

Thru223

Left0

Peds1


Rig

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Th

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Le

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:45

PM

0

Left238

Thru450

Right0

Peds1


Le

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0

Rig

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10

3

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In -

Pe

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3:4

5 P

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29

Cars

Peak Hour Data

North



Fax: (401) 273-6674

File Name : AM_Victory Hwy and Main StSite Code : 19002.00Start Date : 6/5/2019Page No : 1

AM Peak

Groups Printed- Cars

From NorthVictory Hwy NB

From EastMain St

From SouthVictory Hwy SB

From WestStart Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total

06:00 AM 0 0 0 0 0 0 12 0 0 12 0 0 17 0 17 4 11 0 0 15 4406:15 AM 0 0 0 0 0 0 20 2 0 22 3 0 26 0 29 6 10 0 0 16 6706:30 AM 0 0 0 0 0 0 20 1 0 21 4 0 10 0 14 10 11 0 0 21 5606:45 AM 0 0 0 0 0 0 22 1 0 23 8 0 21 0 29 6 16 0 0 22 74

Total 0 0 0 0 0 0 74 4 0 78 15 0 74 0 89 26 48 0 0 74 241

07:00 AM 0 0 0 0 0 0 29 0 0 29 4 0 26 0 30 4 17 0 0 21 8007:15 AM 0 0 0 0 0 0 30 4 0 34 2 0 16 0 18 5 15 0 0 20 7207:30 AM 0 0 0 0 0 0 38 5 0 43 8 0 20 0 28 8 20 0 0 28 9907:45 AM 0 0 0 0 0 0 27 3 0 30 7 0 16 0 23 7 13 0 0 20 73

Total 0 0 0 0 0 0 124 12 0 136 21 0 78 0 99 24 65 0 0 89 324

08:00 AM 0 0 0 0 0 0 36 2 0 38 4 0 10 0 14 4 14 0 0 18 7008:15 AM 0 0 0 0 0 0 22 0 0 22 6 0 12 0 18 3 15 0 0 18 5808:30 AM 0 0 0 0 0 0 25 5 0 30 3 0 9 0 12 4 10 0 0 14 5608:45 AM 0 0 0 0 0 0 10 4 0 14 6 0 8 0 14 9 9 0 0 18 46

Total 0 0 0 0 0 0 93 11 0 104 19 0 39 0 58 20 48 0 0 68 230

Grand Total 0 0 0 0 0 0 291 27 0 318 55 0 191 0 246 70 161 0 0 231 795Apprch % 0 0 0 0 0 91.5 8.5 0 22.4 0 77.6 0 30.3 69.7 0 0

Total % 0 0 0 0 0 0 36.6 3.4 0 40 6.9 0 24 0 30.9 8.8 20.3 0 0 29.1



Fax: (401) 273-6674


Vic

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Hw

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Main St

Right0

Thru0

Left0

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InOut Total0 0 0

Rig

ht0

Th

ru2

91

L

eft2

7

Pe

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Ou

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21

6

31

8

53

4

Left191

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Right55

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1

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70

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23

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6/5/2019 06:00 AM6/5/2019 08:45 AM Cars

North



Fax: (401) 273-6674



From EastMain St




06:45 AM 0 0 0 0 0 0 22 1 0 23 8 0 21 0 29 6 16 0 0 22 7407:00 AM 0 0 0 0 0 0 29 0 0 29 4 0 26 0 30 4 17 0 0 21 8007:15 AM 0 0 0 0 0 0 30 4 0 34 2 0 16 0 18 5 15 0 0 20 7207:30 AM 0 0 0 0 0 0 38 5 0 43 8 0 20 0 28 8 20 0 0 28 99Total Volume 0 0 0 0 0 0 119 10 0 129 22 0 83 0 105 23 68 0 0 91 325% App. Total 0 0 0 0 0 92.2 7.8 0 21 0 79 0 25.3 74.7 0 0

PHF .000 .000 .000 .000 .000 .000 .783 .500 .000 .750 .688 .000 .798 .000 .875 .719 .850 .000 .000 .813 .821

Vic

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Hw

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B V

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Main St

Right0

Thru0

Left0

Peds0

InOut Total0 0 0

Rig

ht0

Thru

119

Left10

Peds0

Out

Tota

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90

129

219

Left83

Thru0

Right22

Peds0


Left0

Thru6

8

Rig

ht

23

Peds0

Tota

lO

ut

In202

91

293


Peak Hour Data

North



Fax: (401) 273-6674



From EastMain St




06:00 AM 07:15 AM 06:45 AM 06:45 AM

+0 mins. 0 0 0 0 0 0 30 4 0 34 8 0 21 0 29 6 16 0 0 22+15 mins. 0 0 0 0 0 0 38 5 0 43 4 0 26 0 30 4 17 0 0 21+30 mins. 0 0 0 0 0 0 27 3 0 30 2 0 16 0 18 5 15 0 0 20+45 mins. 0 0 0 0 0 0 36 2 0 38 8 0 20 0 28 8 20 0 0 28Total Volume 0 0 0 0 0 0 131 14 0 145 22 0 83 0 105 23 68 0 0 91% App. Total 0 0 0 0 0 90.3 9.7 0 21 0 79 0 25.3 74.7 0 0

PHF .000 .000 .000 .000 .000 .000 .862 .700 .000 .843 .688 .000 .798 .000 .875 .719 .850 .000 .000 .813

Vic

tory

Hw

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B V

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B

Main St

Right0

Thru0

Left0

Peds0


Rig

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Thru

131

Left14

Peds0

In - P

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our: 0

7:1

5 A

M145

Left83

Thru0

Right22

Peds0


Left0

Thru6

8

Rig

ht

23

Peds0

In -

Peak H

our:

06:4

5 A

M91

Cars

Peak Hour Data

North



Fax: (401) 273-6674

File Name : PM_Victory Hwy and Main StSite Code : 19002.00Start Date : 6/5/2019Page No : 1

PM Peak



From EastMain St



03:00 PM 0 0 0 0 0 0 30 7 0 37 4 0 13 0 17 16 35 0 1 52 10603:15 PM 0 0 0 0 0 0 15 6 0 21 1 0 3 0 4 14 32 0 0 46 7103:30 PM 0 0 0 0 0 0 21 6 0 27 5 0 17 0 22 11 36 0 0 47 9603:45 PM 0 0 0 0 0 0 17 1 0 18 8 0 10 0 18 11 27 0 0 38 74

Total 0 0 0 0 0 0 83 20 0 103 18 0 43 0 61 52 130 0 1 183 347

04:00 PM 0 0 0 0 0 0 22 9 0 31 7 0 7 0 14 16 45 0 0 61 10604:15 PM 0 0 0 0 0 0 24 9 0 33 8 0 10 0 18 13 49 0 0 62 11304:30 PM 0 0 0 0 0 0 27 2 0 29 3 0 10 0 13 12 44 0 0 56 9804:45 PM 0 0 0 0 0 0 23 4 0 27 3 0 17 0 20 17 54 0 0 71 118

Total 0 0 0 0 0 0 96 24 0 120 21 0 44 0 65 58 192 0 0 250 435

05:00 PM 0 0 0 0 0 0 16 6 0 22 6 0 4 0 10 17 36 0 0 53 8505:15 PM 0 0 0 0 0 0 14 4 0 18 4 0 12 0 16 13 67 0 0 80 11405:30 PM 0 0 0 0 0 0 9 6 0 15 3 0 9 0 12 11 68 0 0 79 10605:45 PM 0 0 0 0 0 0 15 6 0 21 4 0 14 0 18 12 34 0 0 46 85

Total 0 0 0 0 0 0 54 22 0 76 17 0 39 0 56 53 205 0 0 258 390

Grand Total 0 0 0 0 0 0 233 66 0 299 56 0 126 0 182 163 527 0 1 691 1172Apprch % 0 0 0 0 0 77.9 22.1 0 30.8 0 69.2 0 23.6 76.3 0 0.1

Total % 0 0 0 0 0 0 19.9 5.6 0 25.5 4.8 0 10.8 0 15.5 13.9 45 0 0.1 59



Fax: (401) 273-6674


Vic

tory

Hw

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B

Main St

Right0

Thru0

Left0

Peds0

InOut Total0 0 0

Rig

ht0

Thru

233

Left66

Peds0

Out

Tota

lIn

583

299

882

Left126

Thru0

Right56

Peds0


Left0

Thru527

Rig

ht

163

Peds1

Tota

lO

ut

In359

691

1050

6/5/2019 03:00 PM6/5/2019 05:45 PM Cars

North



Fax: (401) 273-6674



From EastMain St




04:00 PM 0 0 0 0 0 0 22 9 0 31 7 0 7 0 14 16 45 0 0 61 10604:15 PM 0 0 0 0 0 0 24 9 0 33 804:30 PM 0 0 0 0 0 0 27 2 0 29 3 0 10 0 13 12 44 0 0 56 9804:45 PM 0 0 0 0 0 0 23 4 0 27 3 0 17 0 20 17 54 71 118Total Volume 0 0 0 0 0 0 96 24 0 120 21 0 44 0 65 58 192 0 0 250 435

% App. Total 0 0 0 0 0 80 20 0 32.3 0 67.7 0 23.2 76.8 0 0

PHF .000 .000 .000 .000 .000 .889 .667 .000 .909 .656 .000 .647 .000 .853 .889 .000 .000

Vic

tory

Hw

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Main St

Right0

Thru0

Left0

Peds0

InOut Total0 0 0

Rig

ht0

Th

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L

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Left44

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Right21

Peds0


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2

Rig

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58

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To

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14

0

25

0

39

0


Peak Hour Data

North



Fax: (401) 273-6674

Nikone Soupharath

Typewriter

0.813

Nikone Soupharath

Typewriter

0.880



From EastMain St




03:00 PM 04:00 PM 03:30 PM 04:45 PM

+0 mins. 0 0 0 0 0 0 22 9 0 31 5 0 17 0 22 17 54 0 0 71+15 mins. 0 0 0 0 0 0 24 9 0 33 8

+30mins.

0 0 0 0 0 0 27 2 0 29 7 0 7 0 14 13 67 0 0 80

+45 mins. 0 0 0 0 0 0 23 4 0 27 8 0 10 0 18 11 68Total Volume 0 0 0 0 0 0 96 24 0 120 28 0 44 0 72 58 225 0 0 283

% App. Total 0 0 0 0 0 80 20 0 38.9 0 61.1 0 20.5 79.5 0 0

PHF .000 .000 .000 .000 .000 .889 .667 .000 .909 .875 .000 .647 .000 .853 .827 .000 .000

Vic

tory

Hw

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B V

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Main St

Right0

Thru0

Left0

Peds0


Rig

ht0

Th

ru96

L

eft24

P

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In - P

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:00

PM

12

0

Left44

Thru0

Right28

Peds0


Le

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5

Rig

ht

58

P

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In -

Pe

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r: 0

4:4

5 P

M2

83

Cars

Peak Hour Data

North



Fax: (401) 273-6674

File Name : AM_Victory Hwy and Route 107Site Code : 19002.00Start Date : 6/5/2019Page No : 1

AM Peak



From EastRoute 107 EBFrom South

Victory Hwy SBFrom West


06:00 AM 0 0 0 0 0 0 1 3 0 4 1 0 11 0 12 4 1 0 0 5 2106:15 AM 0 0 0 0 0 0 7 12 0 19 2 0 11 0 13 9 2 0 0 11 4306:30 AM 0 0 0 0 0 0 14 6 0 20 4 0 13 0 17 9 4 0 0 13 5006:45 AM 0 0 0 0 0 0 4 7 0 11 3 0 12 0 15 14 5 0 0 19 45

Total 0 0 0 0 0 0 26 28 0 54 10 0 47 0 57 36 12 0 0 48 159

07:00 AM 0 0 0 0 0 0 10 9 0 19 1 0 15 0 16 15 2 0 0 17 5207:15 AM 0 0 0 0 0 0 13 7 0 20 4 0 28 0 32 19 2 0 0 21 7307:30 AM 0 0 0 0 0 0 8 10 0 18 3 0 31 0 34 10 3 0 0 13 6507:45 AM 0 0 0 0 0 0 8 3 0 11 1 0 25 0 26 13 1 0 0 14 51

Total 0 0 0 0 0 0 39 29 0 68 9 0 99 0 108 57 8 0 0 65 241

08:00 AM 0 0 0 0 0 0 5 3 0 8 1 0 31 0 32 18 3 0 0 21 6108:15 AM 0 0 0 0 0 0 8 4 0 12 1 0 15 0 16 17 4 0 0 21 4908:30 AM 0 0 0 0 0 0 2 9 0 11 7 0 23 0 30 16 3 0 0 19 6008:45 AM 0 0 0 0 0 1 2 5 0 8 9 0 13 0 22 9 6 0 0 15 45

Total 0 0 0 0 0 1 17 21 0 39 18 0 82 0 100 60 16 0 0 76 215

Grand Total 0 0 0 0 0 1 82 78 0 161 37 0 228 0 265 153 36 0 0 189 615Apprch % 0 0 0 0 0.6 50.9 48.4 0 14 0 86 0 81 19 0 0

Total % 0 0 0 0 0 0.2 13.3 12.7 0 26.2 6 0 37.1 0 43.1 24.9 5.9 0 0 30.7



Fax: (401) 273-6674


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Right0

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Left0

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InOut Total1 0 1

Rig

ht1

Th

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L

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P

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Ou

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73

1

61

2

34

Left228

Thru0

Right37

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Le

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T

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6

Rig

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15

3

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To

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31

0

18

9

49

9

6/5/2019 06:00 AM6/5/2019 08:45 AM Cars

North



Fax: (401) 273-6674







07:15 AM 0 0 0 0 0 0 13 7 0 20 4 19 21 7307:30 AM 0 0 0 0 0 0 8 10 31 34 10 3 0 0 13 6507:45 AM 0 0 0 0 0 0 8 3 0 11 1 0 25 0 26 13 1 0 0 14 5108:00 AM 0 0 0 0 0 0 5 3 0 8 1 0 31 0 32 18 3 0 0 21 61Total Volume 0 0 0 0 0 0 34 23 0 57 9 0 115 0 124 60 9 0 0 69 250% App. Total 0 0 0 0 0 59.6 40.4 0 7.3 0 92.7 0 87 13 0 0

PHF .000 .000 .000 .000 .000 .000 .654 .575 .000 .713 .563 .000 .927 .000 .912 .789 .750 .000 .000 .821 .856

Vic

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Right0

Thru0

Left0

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InOut Total0 0 0

Rig

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Th

ru34

L

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P

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Ou

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18

5

7

75

Left115

Thru0

Right9

Peds0


Le

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T

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9

Rig

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60

P

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69

2

18


Peak Hour Data

North



Fax: (401) 273-6674







06:00 AM 06:30 AM 07:15 AM 08:00 AM

+0 mins. 0 0 0 0 0 0 14 6 0 20 4 18 21+15 mins. 0 0 0 0 0 0 4 7 0 11 3 0 31 34 17 4 0 0 21+30 mins. 0 0 0 0 0 0 10 9+45 mins. 0 0 0 0 0 0 13 7 0 20 1 0 31 0 32 9 6 0 0 15Total Volume 0 0 0 0 0 0 41 29 0 70 9 0 115 0 124 60 16 0 0 76% App. Total 0 0 0 0 0 58.6 41.4 0 7.3 0 92.7 0 78.9 21.1 0 0

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Total 0 0 0 0 0 0 31 21 0 52 29 0 65 0 94 155 43 0 0 198 344

05:00 PM 0 0 0 0 0 0 4 4 0 8 11 0 19 0 30 29 12 0 0 41 7905:15 PM 0 0 0 0 0 0 5 4 0 9 5 0 14 0 19 38 15 0 0 53 8105:30 PM 0 0 0 0 0 1 4 4 0 9 9 0 8 0 17 56 19 0 0 75 10105:45 PM 0 0 0 0 0 0 5 4 0 9 7 0 15 0 22 42 8 0 0 50 81

Total 0 0 0 0 0 1 18 16 0 35 32 0 56 0 88 165 54 0 0 219 342

Grand Total 0 0 0 0 0 1 74 63 0 138 91 0 197 0 288 429 115 0 0 544 970Apprch % 0 0 0 0 0.7 53.6 45.7 0 31.6 0 68.4 0 78.9 21.1 0 0

Total % 0 0 0 0 0 0.1 7.6 6.5 0 14.2 9.4 0 20.3 0 29.7 44.2 11.9 0 0 56.1



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% App. Total 0 0 0 0 2.5 47.5 50 0 33.7 0 66.3 0 73.1 26.9 0 0

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% App. Total 0 0 0 0 0 52.6 47.4 0 28.3 0 71.7 0 73.1 26.9 0 0

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Appendix CEnvironmental Permits

Appendix DSoil Erosion and Sedimentation Control Plan (SESCP)

Soil Erosion and Sediment Control PlanReplacement of Hunts Mill Bridge #208

SESCP - 1

Soil Erosion and Sediment Control Planfor:

Replacement of Hunts Mill River Bridge No. 208PLEASANT STREET (ROUTE 114A)

EAST PROVIDENCE, RI

Owner:

RI DEPARTMENT OF TRANSPORTATIONAlisa Diaz Richardson, P.E. – Managing Engineer

360 Lincoln Avenue

Warwick, RI 02888

401-222-2378

Operator:TO BE DETERMINED UPONCONTRACT AWARD

__________________________________________Company Name__________________________________________Name__________________________________________Address__________________________________________City, State, Zip Code__________________________________________Telephone Number

Estimated Project Dates:Start Date: JANUARY 2022

Completion Date: JULY 2023

SESC Plan Prepared By:

Commonwealth Engineers & Consultants, Inc.

400 Smith Street

Providence, RI 02903

(401) 632-4650

Michael Zavalia, P.E. – Project Engineer

[email protected]

SESC PlanPreparation Date: January 2020


SESCP - 2

OWNER CERTIFICATION

I certify under penalty of law that this document and all attachments were prepared under

the direction or supervision in accordance with a system designed to assure that qualified

personnel properly gather and evaluate the information submitted. Based on my inquiry

of the person or persons who manage the system, or those persons directly responsible

for gathering the information, the information submitted is, to the best of my knowledge

and belief, true, accurate, and complete.

I am aware that there are significant penalties for submitting false information, including

the possibility of fine and imprisonment for knowing violations. I am aware that it is the

responsibility of the site owner and operator to implement and amend the Soil Erosion

and Sediment Control Plan as appropriate in accordance with the requirements of the

RIPDES Construction General Permit.

_____________________________________________________________________Owner Signature: Date

Owner Name: Alisa Diaz Richardson, P.E.

Owner Title: Managing Engineer, Environmental Division

Company Name: RI DEPARTMENT OF TRANSPORTATIONAddress: 360 Lincoln Avenue

Warwick, RI 02888

Phone Number: (401) 222-2378


SESCP - 3

OPERATOR CERTIFICATIONUpon contract award, the OPERATOR must sign this certification statement beforeconstruction may begin.

I certify under penalty of law that this document and all attachments were prepared under

the direction or supervision in accordance with a system designed to assure that qualified

personnel properly gather and evaluate the information submitted. Based on my inquiry

of the person or persons who manage the system, or those persons directly responsible

for gathering the information, the information submitted is, to the best of my knowledge

and belief, true, accurate, and complete.

I am aware that there are significant penalties for submitting false information, including

the possibility of fine and imprisonment for knowing violations. I am aware that it is the

responsibility of the owner/operator to implement and amend the Soil Erosion and

Sediment Control Plan as appropriate in accordance with the requirements of the RIPDES

Construction General Permit.

______________________________________________________________________

Operator Signature: Date

Contractor Company Name: _________________________________

Contractor Representative: _________________________________

Contractor Title: __________________________________________

Address: ________________________________________________

Phone Number: ___________________________________________


SESCP - 4

TABLE OF CONTENTS

OWNER CERTIFICATION .............................................................................................. 2OPERATOR CERTIFICATION ........................................................................................ 3TABLE OF CONTENTS .................................................................................................. 4INTRODUCTION ............................................................................................................. 6ADDITIONAL RESOURCES ........................................................................................... 7SECTION 1: SITE DESCRIPTION .................................................................................. 8

1.1 Project/Site Information...................................................................................... 81.2 Nature and Duration of Construction Activity .................................................... 81.3 Receiving Waters ............................................................................................... 81.4 Natural Heritage Area Information ..................................................................... 91.5 Historic Preservation/Cultural Resources .......................................................... 91.6 Site Features and Sensitive Areas to be Protected............................................ 9

SECTION 2: EROSION, RUNOFF, AND SEDIMENT CONTROL................................ 102.1 Minimize Disturbed Area and Protect Natural Features and Soil ..................... 102.2 Phase Construction Activity ............................................................................. 112.3 Monitoring Weather Conditions ........................................................................ 122.4 Control Stormwater Flowing Onto and Through the Project............................. 122.5 Stabilize Soils .................................................................................................. 132.6 Protect Storm Drain Inlets ................................................................................ 142.7 Protect Storm Drain Outlets ............................................................................. 142.8 Establish Perimeter Controls and Sediment Barriers ....................................... 152.9 Establish Temporary Controls for the Protection of Post-Construction

Stormwater Practices ....................................................................................... 152.10 Temporary Sediment Trapping and Temporary Stormwater Conveyance ....... 152.11 Utilize Surface Outlets ..................................................................................... 162.12 Properly Use Treatment Chemicals ................................................................. 162.13 Construction Site Erosion, Runoff, and Sediment Control Measure List .......... 17

SECTION 3: CONSTRUCTION ACTIVITY POLLUTION PREVENTION ...................... 183.1 Existing Data of Known Discharges from Site .................................................. 183.2 Prohibited Discharges ...................................................................................... 183.3 Potential Sources of Pollution .......................................................................... 193.4 Minimize Off-site Tracking of Sediments .......................................................... 203.5 Proper Waste Disposal .................................................................................... 203.6 Spill Prevention and Control ............................................................................ 213.7 Control of Allowable Non-Stormwater Discharges ........................................... 213.8 Control Dewatering Practices .......................................................................... 233.9 Establish Proper Building Material Staging Areas ............................................ 233.10 Control Discharges from Stockpiled Sediment or Soil...................................... 243.11 Minimize Dust .................................................................................................. 243.12 Designate Washout Areas ............................................................................... 253.13 Establish Proper Equipment/Vehicle Fueling and Maintenance Practices ....... 253.14 Construction Activity Pollution Prevention Control Measure List ...................... 26


SESCP - 5

SECTION 4: CONTROL PRACTICE INSTALLATION, INSPECTION andMAINTENANCE ............................................................................................................ 27

4.1 Installation ........................................................................................................ 274.2 Inspections ....................................................................................................... 274.3 Maintenance .................................................................................................... 284.4 Corrective Actions ............................................................................................ 29

SECTION 5: SITE PLANS ............................................................................................. 305.1 SESC Plan Site Maps ...................................................................................... 30

SECTION 6: AMENDMENTS ........................................................................................ 32SECTION 7: RECORDKEEPING .................................................................................. 33SECTION 8: PARTY CERTIFICATIONS ....................................................................... 34ATTACHMENTS ........................................................................................................... 34


SESCP - 6

INTRODUCTIONThis Construction Site Soil Erosion and Sediment Control Plan (SESC Plan) has been prepared for theReplacement of Hunts Mill Bridge #208 project. In accordance with the RIDEM Rhode Island PollutantDischarge Elimination System (RIPDES) General Permit for Stormwater Discharge Associated withConstruction Activity (RIPDES Construction General Permit (“CGP”)), projects that disturb one (1) or moreacres require the preparation of a SESC Plan. This SESC Plan provides guidance for complying with theterms and conditions of the RIPDES Construction General Permit. However, this document does not negateor eliminate the need to understand and adhere to all applicable RIPDES regulations.

The purpose of erosion, runoff, and sedimentation control measures is to prevent pollutants from leavingthe construction site and entering waterways or environmentally sensitive areas during and afterconstruction. This SESC Plan has been prepared prior to the initiation of construction activities to addressanticipated worksite conditions. The control measures depicted on the site plan and described in thisnarrative should be considered the minimum measures required to control erosion, sedimentation, andstormwater runoff at the site. Since construction is a dynamic process with changing site conditions, it isthe operator’s responsibility to manage the site during each construction phase so as to prevent pollutantsfrom leaving the site. This may require the operator to revise and amend the SESC Plan during constructionto address varying site and/or weather conditions, such as by adding or realigning erosion or sedimentcontrols, to ensure the SESC Plan remains compliant with the RIPDES Construction General Permit.Records of these changes must be added to the amendment log attached to the SESC Plan, and to thesite plans as “red-lined” drawings. Please Note: Even if practices are correctly installed on a siteaccording to the approved plan, the site is only in compliance when erosion, runoff, andsedimentation are effectively controlled throughout the entire site.

It is the responsibility of the site owner and the site operator to maintain the SESC Plan at the site, includingall attachments, amendments and inspection records, and to make all records available for inspection byRIDEM during and after construction. (RIPDES CGP - Part III.G)

The site owner, the site operator, and the designated site inspector are required to review the SESC Planand sign the Party Certification pages (Section 8). The primary contractor (if different) and all subcontractors(if applicable) involved in earthwork or exterior construction activities are also required to review the SESCPlan and sign the certification pages before construction begins.

Any questions regarding the SESC Plan, control measures, inspection requirements, or any other facet ofthis document may be addressed to the RIDEM Office of Water Resources, RIPDES Permitting Programat 401-222-4700.


SESCP - 7

ADDITIONAL RESOURCESRhode Island Department of Environmental ManagementOffice of Water ResourcesRIPDES Permitting Program235 Promenade StreetProvidence, RI 02908-5767phone: 401-222-4700email: [email protected]

RIDEM Office of Water Resources websitehttp://www.dem.state.ri.us/programs/benviron/water/index.htm

RIDEM RIPDES websitehttp://www.dem.state.ri.us/programs/benviron/water/permits/ripdes/index.htm

RIDEM Water Quality website (for 303(d) and TMDL listings)http://www.dem.ri.gov/programs/benviron/water/quality/index.htm

RIDEM Rhode Island Natural Heritage Programhttp://www.dem.ri.gov/programs/bpoladm/plandev/heritage/index.htm

RIDEM Geographic Data Viewer – Environmental Resource Maphttp://www.dem.ri.gov/maps/index.htm

RIDEM RI Stormwater Design and Installation Standards Manual (RISDISM) (as amended)http://www.dem.state.ri.us/programs/benviron/water/permits/ripdes/stwater/t4guide/desman.htm

RIDEM, USDA Soil Conservation Service, and RI State Conservation Committee Soil Erosionand Sediment Control Handbook (as amended)http://www.dot.ri.gov/documents/enviro/stormwater/Soil_Erosion_Sediment_Control_Handbook.pdf

Rhode Island Department of Transportation Standard Specifications for Road and BridgeDesign and Other Specifications and Standard Detailshttp://www.dot.ri.gov/engineering/standards/index.asp

Natural Resources Conservation Service - Rhode Island Soil Survey Programhttp://www.ri.nrcs.usda.gov/technical/soils.html

EPA NPDES Stormwater Pollution Prevention Plan Guidance websitehttp://cfpub.epa.gov/npdes/stormwater/SWPPP.cfm#guide

EPA National Menu of Stormwater Best Management Practiceshttp://cfpub.epa.gov/npdes/stormwater/menuofbmps


SESCP - 8

SECTION 1: SITE DESCRIPTION

1.1 Project/Site Information

Project/Site Name:

· Replacement of Hunts Mill Bridge #208

Project Street/Location:

· See Figure I-1 - Vicinity Map· RI Route 114A (Pleasant Street) over the Ten Mile River, East Providence

The following are estimates of the construction site areas:

Project Area: 1.18 acres

Disturbance Area: 1.18 acres

1.2 Nature and Duration of Construction Activity

· Work on the project site consists of:

Ø Complete superstructure and substructure replacement of the existing Hunts Mill Bridge #208Ø Associated utility replacement/relocations adjacent to and across the bridgeØ Reconstruction of existing recreational trail parking lot & incorporation of stormwater management

measure (permeable paver sand filter system) in sameØ Limited modifications to existing stormwater management collection & conveyance systemØ Full-depth reconstruction of roadway approaches to the bridgeØ Milling and overlay of existing paved roadway surfaces adjacent to full-depth reconstruction areas

· The Contractor shall provide a final schedule of construction activities, and will append said scheduleto this document.

Estimated Project Start Date: January 2022

Estimated Project Completion Date: July 2023

Estimated Number of Months: Eighteen (18) months

1.3 Receiving Waters

RIPDES CGP - Parts IV.A.7 & IV.A.8

List/description of receiving waters:

· Ten Mile River (RI0004009R-01B): Stream greater than 10’ wide w/associated 200’ Riverbank Wetland· Freshwater wetland w/associated 50’ Perimeter Wetland

List/description of separate storm sewer systems: RIDOT owned and maintained storm drainage collectionand conveyance system within and along Route 114A, consisting of catch basin inlets, drain manholejunction structures, subsurface piping conveyance, and headwalls at discharge points. All roadway runoffwithin and near the project area is captured by the existing drainage system and conveyed to the Ten MileRiver. There are no existing water quality or groundwater recharge measures within the collection system.

List/provide description of 303(d)/TMDL waters and applicable TMDL requirements:

· Ten Mile River – Aluminum, Cadmium


SESCP - 9

1.4 Natural Heritage Area Information

RIPDES CGP - Part III.HAre there any Natural Heritage Areas being disturbed by the construction activity or will discharges bedirected to the Natural Heritage Area as a result of the construction activity?

Yes No

If yes, describe or refer to documentation that determines the likelihood of an impact on this area and thesteps that will be taken to address any impacts. N/A

1.5 Historic Preservation/Cultural Resources

Are there any historic properties, historic cemeteries or cultural resources on or near the construction site?

Yes No

Describe how this determination was made and summarize state or tribal review comments:

· The Hunts Mill River Bridge is classified as a historic bridge, as determined by the RIDOT Section 4(f)process.

If yes, describe or refer to documentation which determines the likelihood of an impact on this historicproperty, historic cemetery or cultural resource and the steps taken to address that impact including anyconditions or mitigation measures that were approved by other parties.

· The replacement of the Hunts Mill River Bridge will inherently have a direct and significant impact onthe historic bridge. RIDOT, in accordance with Section 106 procedures, is therefore coordinating withvarious other agencies, including the Federal Highway Administration (FHWA), the Rhode Island StateHistoric Properties Office (RISHPO) and the Blackstone Heritage Corridor (BHC) to develop aMemorandum of Agreement (MOA) for the project. Once finalized and executed, the MOA will containnumerous conditions applicable to the design of the bridge structure that will serve to mitigate theimpacts of the bridge replacement, by preserving some elements of the original bridge as non-structuralaesthetic features, and by applying some aesthetic features to the new bridge that will emulate theoriginal.

1.6 Site Features and Sensitive Areas to be Protected

RISDISM - Section 4.5.1

Sensitive areas and measures that must be implemented to protect them:

Ten Mile River

· Catch basins in and within 100’ of the project limits shall be protected with catch basin inserts.· Work and equipment/material laydown areas adjacent to the river shall be surrounded by perimeter soil

erosion/sedimentation protection measures, such as compost filter socks and/or straw wattles.· Work areas in which concrete chipping/demolition shall take place shall have appropriate

protective/collection measures, such as debris netting suspended from the bridge structure.· Work within the river itself shall be performed only during low-flow periods, and the work area within

the river shall be separated from the flowing portion of the river by adequately sized flow-diversionmeasures such as sandbags, sheeting or other temporary barriers. Additionally, turbidity curtains shallbe installed as needed within the river to contain fine particulates that may be generated by the work.

· The existing abutments shall remain largely in-place, and the new abutments shall be constructedentirely behind them. Therefore, there shall be no significant alterations to the existing abutments aspart of the work.


SESCP - 10

SECTION 2: EROSION, RUNOFF, AND SEDIMENT CONTROLRIPDES Construction General Permit – Part III.J.1

The purpose of erosion controls is to prevent sediment from being detached and moved by wind or theerosive action of raindrop, sheet, rill, gully, and channel erosion. Properly installed and maintained erosioncontrols are the primary defense against sediment pollution.

Runoff controls are used to slow the velocity of concentrated water flows. By intercepting and divertingstormwater runoff to a stabilized outlet or treatment practice, erosion and sedimentation are reduced.

Sedimentation controls are the last line of defense against moving sediment. The purpose is to preventsediment from leaving the construction site and entering environmentally sensitive areas.

This section describes the set of measures that will be installed before and during the construction projectto control pollutants in stormwater discharges that will occur at the site. Such measures may includeperimeter controls, stockpile covering, storm drain inlet protection, check dams, and temporary seeding.

Include any applicable references to design specifications and any applicable maintenance requirements.

2.1 Minimize Disturbed Area and Protect Natural Features and Soil

RISDISM - Minimum Standard 1

As far as is practicable, existing vegetation shall be protected and left in place, in accordance with theclearing limits shown on the approved plans. Prior to any land disturbance activities commencing on thesite, the Contractor shall physically mark limits of disturbance (LOD) on the site and any areas to beprotected within the site, so that workers can clearly identify the areas to be protected.

It is anticipated that the project will be completed in a multiple construction phases, with elements of workbeing carried out concurrently (when possible) or sequentially. There will likely be extended (>2 week)breaks over the course of the project, specifically during winter shutdowns.

The following measures will be taken to minimize disturbed areas and protect natural features and soil:

· Sedimentation & erosion control measures, where installed, shall serve as the limit of disturbance inthose locations;

· The limit of disturbance in all other locations without either sawcuts or sedimentation & erosion controlmeasures shall be delineated with clearly marked and highly visible indicators and/or barriers (stakes,flagging, snow fence or other measures as appropriate) for the duration of the work;

· Native (in-situ) material from the site shall be stripped, screened and stockpiled for reuse as fill materialon the site to the maximum extent practicable;

· To the maximum extent practicable, topsoil from presently grassed/vegetated areas will be stripped,screened and stockpiled for reuse on the site;

· Long-term material stockpiles will be placed in defined locations within the project area, and shall beprotected as described herein and as shown in the construction details;

· The design has been developed to minimize disturbance to existing vegetation to the maximum extentpossible;

· Vegetation (trees, shrubs, etc.) within and/or in close proximity to work areas will be protected fromdamage during construction, unless specifically designated for removal or limited trimming/limbing.

The project does not propose:

· Alteration of the existing stormwater runoff patterns.


SESCP - 11

2.2 Phase Construction Activity

RIPDES CGP - Part III.J.1.a

CONSTRUCTION SITE ESTIMATES

The following are estimates of each phase of the construction project:

Total Area 1.178 acresArea to be disturbed 0.83 acresPercentage impervious in disturbed area before construction Approx. 70%Runoff coefficient before construction Approx. 0.76Percentage impervious in disturbed area after construction Approx. 54%Runoff coefficient after construction Approx. 0.65

Proper sequencing of construction activities is essential to maximize the effectiveness of erosion, runoff,and sediment control measures. Construction sequencing and timing of construction activities will include:

1. Installation of all erosion, runoff, and sediment controls and temporary pollution preventionmeasures that are required to be in place and functional before any earthwork begins. Thisshall be done in accordance with the Rhode Island Soil Erosion and Sediment ControlHandbook (as amended) and/or the RI Department of Transportation Standard Specificationsfor Road and Bridge Construction (as amended). Upon acceptable completion of sitepreparation and installation of erosion, runoff, and sediment controls and temporary pollutionprevention measures, site construction activities may commence.

2. Protection of planned infiltration sites and qualifying pervious areas from compaction.

3. Upon commencement of site construction activities, the operator shall initiate appropriatestabilization practices on all disturbed areas as soon as possible, but not more than fourteen(14) days after the construction activity in that area has temporarily or permanently ceased.

4. Routine inspection and maintenance and/or modification of erosion, runoff, and sedimentcontrols and temporary pollution prevention measures while earthwork is ongoing is required.

5. Final site stabilization of any disturbed areas after earthwork has been completed and removalof temporary erosion, runoff, and sediment controls and temporary pollution preventionmeasures.

Phase I – BEFORE EARTHWORK Installation of construction period erosion controls (compost filter sock/straw bale/silt fence

perimeter erosion control measures & catch basin sedimentation inserts) Installation of tree/vegetation protection measures and trimming, limbing or removal of designated

trees Sawcutting of all proposed pavement excavations

Estimated Duration: Two (2) weeks (dates T.B.D.)

Phase II – DURING EARTHWORK SW management system installation & stabilization prior to completion of other site improvements Disturbed areas to be impervious (paved or concrete) will be cut or filled, graded, compacted, and

stabilized with at least one course of bituminous concrete asphalt (in the case of parking areas anddriveways) or concrete (in the case of walkways/sidewalks) within three (3) weeks of the initiationof work in that area

Disturbed areas to be pervious (grassed) will be stabilized with temporary seeding or erosionblanket no later than fourteen (14) days after completion of work in that area

Maintenance (cleaning and/or replacement) of catch basin sedimentation inserts Water application on exposed erodible soils for dust control, as needed

Estimated Duration: Fifteen (15) months


SESCP - 12

Phase III – FINAL STABILIZATION Preparation and final seeding of grassed areas Installation of proposed landscaping plantings (if applicable) Removal of catch basin sedimentation inserts Removal of perimeter sedimentation and erosion controls

Estimated Duration: Four (4) weeks (dates T.B.D.)

2.3 Monitoring Weather Conditions

Care will be taken to avoid having unstabilized areas exposed during precipitation events. Weatherforecasts will be routinely checked, and in the case of an expected precipitation event of over 0.25-inchesover a 24-hour period, all control measures will be inspected, and maintained as necessary, prior to theweather event.

In the case of an extreme weather forecast (greater than one-inch of rain over a 24-hour period), additionalerosion/sediment controls will be installed where appropriate.

The following weather gauge stations and website may be utilized to monitor weather conditions forthe construction site:

Rumford – KRRUMFO4East Providence – KRIEASTP14Seekonk River – KRIPROVI15

These can be found on www.wunderground.com/.

2.4 Control Stormwater Flowing Onto and Through the Project

RIPDES CGP - Part III.J.1.b

Drainage Patterns:

Existing: Stormwater runoff from the project area generally follows the topography of the roadway,flowing from north to south along Pleasant Street before reaching the roadway low point just north ofthe intersection with Ledge Road. A portion of the southward-flowing runoff from the northbound laneappears to be captured by an existing curb inlet catch basin north of the bridge, which dischargesthrough an existing drain pipe to the north side of the river. After the curb inlet catch basin, but prior toreaching the low point in the roadway, an appreciable portion of the roadway runoff from the northboundlane appears to leave the road and enter the adjacent parking lot along the open (uncurbed) interfacebetween the two.

Upon reaching the existing parking lot or the catch basins at the low point of Pleasant Street, runoffenters the existing closed drainage system that runs beneath the parking lot, which discharges to thesouth side of the river through a 36” diameter reinforced concrete pipe. The relatively large pipe appearsto be sized to handle runoff from a large off-site watershed to the south and east. There is currently notreatment of stormwater runoff before it is discharged to the river.

Proposed: There will be no alterations to the tributary watersheds to the project area, and therefore theproposed runoff patterns will be largely unaltered as a result of the bridge replacement project. In orderto provide the required groundwater recharge and water quality treatment associated with the project,the existing paved parking lot will be removed and replaced with a smaller parking area, a significantportion of which shall be a permeable interlocking concrete paver (PICP) system underlain by anexfiltrating sand filter.


SESCP - 13

The roadway edge treatment along the northbound side of Pleasant Street will be modified to includevertical curbing along the majority of the existing parking lot. A thirty (30) foot wide driveway openingto the parking lot will be provided roughly halfway between Ledge Road and the south end of the bridge,which shall have a slightly elevated apron relative to the roadway gutter grade. The curbing and raiseddriveway apron will keep roadway runoff in Pleasant Street to a proposed new catch basin just north ofthe intersection with Ledge Road, preventing it from entering the parking lot and passing onto andthrough the PICP system.

Structural control measures are used to divert flows from exposed soils, retain or detain flows, or otherwiselimit runoff and the discharge of pollutants from exposed areas of the site.

Control measures shall be installed as depicted on the approved plan set and in accordance with the RhodeIsland Soil Erosion and Sediment Control Handbook (as amended) or the RI Department of TransportationStandard Specifications for Road and Bridge Construction.

· Compost filter sock and/or straw wattle erosion control measures will be used to limit runoff and thedischarge of pollutants from exposed areas of the site.

2.5 Stabilize Soils

RIPDES CGP - Part III.J.1.c

Upon completion and acceptance of site preparation and initial installation of erosion, runoff, and sedimentcontrols and temporary pollution prevention measures, the operator shall initiate appropriate stabilizationpractices during all phases of construction on all disturbed areas as soon as possible, but not more thanfourteen (14) days after the construction activity in that area has temporarily or permanently ceased.

Any disturbed areas that will not have active construction activity occurring within 14 days must be stabilizedusing the control measures depicted on the approved plan set and in accordance with applicable measuresspecified in the Rhode Island Soil Erosion and Sediment Control Handbook (as amended).

Only areas that can be reasonably expected to have active construction work being performed within 14days of disturbance will be cleared/grubbed at any one time. It is NOT acceptable to clear and grub theentire construction site if portions will not be active within the 14-day timeframe. Proper phasing of clearingand grubbing activities shall include temporary stabilization techniques for areas cleared and grubbed thatwill not be active within the 14-day timeframe.

No undisturbed areas shall be cleared of existing vegetation after October 15th of any calendar year orduring any period of full or limited winter shutdown. All disturbed soils exposed prior to October 15 of anycalendar year shall be seeded or protected by that date. Any such areas that do not have adequatevegetative stabilization, as determined by the site operator or designated inspector, by November 15 of anycalendar year, must be stabilized through the use of structural erosion control measures (examples includedbut are not limited to: erosion control matting or mulch, in accordance with specifications contained withinthe RI Soil Erosion and Sediment Control Handbook (as amended). If work continues within any of theseareas during the period from October 15 through April 15, care must be taken to ensure that only the arearequired for that day’s work is exposed.

Clearing/Grubbing shall not take place during a rain event if erosion is likely to occur; nor shall it occur if arain event is forecasted and appropriate erosion controls cannot be installed prior to the storm.

After clearing, and by the end of each day's grubbing operation, the site operator shall install erosion controlmeasures that are indicated on the Plans or as directed by the Engineer. Such erosion control measuresshall be installed in strict accordance with the RI Soil Erosion and Sediment Control Handbook (asamended).

· Temporary Stabilization - Topsoil stockpiles and disturbed portions of the site where constructionactivity temporarily ceases for at least 21 days will be stabilized with temporary seed and mulch no laterthan 14 days from the last construction activity in that area. The temporary seed shall be Rye (grain)applied at the rate of 50 pounds per 1000 sq. ft. After seeding, each area shall be mulched with straw.

· Permanent Stabilization - Disturbed portions of the site where construction activities permanently ceaseshall be stabilized with permanent seed mix no later than 14 days after the last construction activity.


SESCP - 14

The permanent seed mix shall be as specified in the construction documents, and shall be properlymaintained by the contractor until the grass has established an adequate level of growth.

· Other controls that may be utilized include street sweeping, water for dust control and mulching.

2.6 Protect Storm Drain Inlets

RIPDES CGP - Part III.J.1.d

Storm drain inlet protection measures prevent soil and debris from entering storm drain inlets. Thesemeasures are usually temporary and are implemented before a site is disturbed. ALL stormwater inlets &/orcatch basins that are operational during construction and may receive sediment-laden stormwater flow fromthe construction site must be protected using control measures outlined in the Rhode Island Soil Erosionand Sediment Control Handbook (as amended).

Possible control measures that may be used include compost filter socks, fiber rolls, gravel bag berms, orcatch basin inserts. (Please note: Hay Bale/Silt Fence protection measures DO NOT work on pavedroadways.)If stormwater discharges from the construction site have the potential to enter storm drain inlets that thendischarge to a surface water, the site owner and operator must install inlet protection practices that removesediment from the discharge prior to entry into the storm drain inlet, and clean, or remove and replace theprotection practices as sediment accumulates, as the filter becomes clogged, and/or as performance iscompromised. Accumulated sediment adjacent to the inlet protection measures should be removed by theend of the same work day in which it is found or by the end of the following work day if removal by the samework day is not feasible.

· Catch basin inserts will be used to prevent soil and debris from entering storm drain inlets and pipes.Inserts are cone-shaped, made from a high strength, high-flow woven geotextile that retains sedimentswhile allowing water to pass through. Inserts must be cleaned and maintained regularly to avoidsedimentation build-up that blocks the flow of runoff into the catch basin.

2.7 Protect Storm Drain Outlets

RIPDES CGP - Part III.J.1.e

Outlet protection is necessary to prevent scour or severe erosion at discharge points. Outlets often havehigh velocity, high volume flows, and require strong materials that will withstand the forces of stormwater.The function of these control practices are to protect the soil surface, reduce velocity, and promoteinfiltration. Storm drain outlet control practices also offer a last line of protection against sediment enteringenvironmentally sensitive areas.

All stormwater outlets that may discharge sediment-laden stormwater flow from the construction site mustbe protected using the control practices depicted on the approved plan set and in accordance with theRhode Island Soil Erosion and Sediment Control Handbook (as amended).

· Disturbed areas receiving flows from storm drain outfalls (whether existing or proposed) shall beprotected from scour and erosion by use of temporary or permanent ground protection measures.These shall include, but not limited to rip rap pads, rip rap stilling basins, geotextile filter blankets, stoneor concrete velocity breaks, etc. which shall serve to disrupt the flows and the reduce the velocities ofoutfall discharges without completely blocking the passage of said flows.

· Outfalls shall not be allowed to discharge to disturbed areas that have not been adequately stabilizedwith some form of outfall protection measure.

· Outfalls shall be monitored by the Contractor regularly during construction to insure that outfallprotection measures are working as intended; if any measures are observed to be inadequate toprevent scour and erosion; they shall be immediately replaced with an outfall protection measurecapable of withstanding the flows discharged by the outfall.


SESCP - 15

2.8 Establish Perimeter Controls and Sediment Barriers

RIPDES CGP - Part III.J.1.f

Perimeter controls and sediment barriers shall be installed as depicted on the approved Site Plans and inaccordance with the Rhode Island Soil Erosion and Sediment Control Handbook (as amended). Sedimentbarriers and perimeter controls must be installed along those perimeter areas of the site that will receivestormwater from earth disturbing activities. Maintenance of perimeter controls must be completed inaccordance with the maintenance requirements specified in the Rhode Island Soil Erosion and SedimentControl Handbook (as amended).

· Overall site sedimentation protection will be provided by a combination of compost filter socks/strawwattles, catch basin inserts, quick stabilization of disturbed areas, and general good housekeeping.

2.9 Establish Temporary Controls for the Protection of Post-Construction StormwaterPractices

RIPDES CGP - Part III.J.1.g

This section details the measures that will be installed to protect permanent or long term stormwatertreatment practices as they are installed so that they will function properly when they are brought online atthe end of the construction phase.

Include any applicable specifications from the Rhode Island Soil Erosion and Sediment Control Handbook(as amended), the RIDEM RI Stormwater Design and Installation Standards Manual (RISDISM) (asamended), including any applicable control practice maintenance requirements.

Examples of temporary control measures that can be used to protect permanent stormwater controlmeasures include: establishing temporary sediment barriers around infiltrating practices, ensuring propermaterial staging areas and equipment routing (i.e. do not allow construction equipment to compact areaswhere infiltrating practices will be installed), and by conducting final cleaning of structural long termpractices after construction is completed.

Location BMP Description Maintenance Requirement Phase

Sta. 14+40-15+30O/S 30’-90’L

Snow fence delineationaround permeable paversand filter area

Weekly checks andreestablishment as needed II & III

2.10 Temporary Sediment Trapping and Temporary Stormwater Conveyance

RIPDES CGP - Part III.J.1.h

Temporary sediment trapping, temporary sediment basins, and/or temporary stormwater conveyancepractices shall be installed as necessary, and maintained as depicted on approved plans and in accordancewith the Rhode Island Soil Erosion and Sediment Control Handbook (as amended) and if applicable, the RIDepartment of Transportation Standard Specifications for Road and Bridge Construction (as amended).

Sediment traps, basins, and barriers are used to retain sediment on the site to protect streams, lakes,drainage systems, and adjacent property. These devices are used at the outlets of channels, diversions,and other runoff conveyance measures to allow sediment-filled water to pool and sediment to settle. Thesemeasures are often used as the last line of defense to stop sediment from leaving the site.

· The structural soil & erosion control BMP’s shall include compost filter socks and/or straw wattles alongthe downgradient limits of work, as depicted on the plans or as needed. Based on the hydrology of theproject areas (as defined in the watershed analyses), it is not anticipated that there will be significantadditional uncontrolled runoff entering and flowing through the site from off-site locations.

· The Contractor shall provide any alternative/additional structural practices that will be used on thisproject, if it is determined that any are required during construction.


SESCP - 16

2.11 Utilize Surface Outlets

RIPDES CGP - Part III.J.1.i

To the maximum extent practicable, outlet structures must be utilized that withdraw water from the surfaceof temporary sedimentation basins, in order to minimize the discharge of pollutants. Exceptions may includeperiods of extended cold weather, where alternate outlets are required during frozen periods. If such adevice is infeasible for portions of or the entire construction period, justification must be made in the SESCPlan.

· Due to the small size of the project area, it is not anticipated that temporary sediment basins will beneeded for this project. The Contractor will be responsible for amending this section if temporarysediment basins will be used.

2.12 Properly Use Treatment Chemicals

RIPDES CGP - Part III.J.1.j

Chemical stabilizers, polymers, and flocculants are readily available on the market and can be easilyapplied to construction sites for the purposes of enhancing the control of erosion, runoff, and sedimentation.The following guidelines should be adhered to for construction sites that plan to use treatment chemicalsas part of their overall erosion, runoff, and sedimentation control strategy.

The U.S. Environmental Protection Agency has conducted research into the relative toxicity of chemicalscommonly used for the treatment of construction stormwater discharges. The research conducted by theEPA focused on different formulations of chitosan, a cationic compound, and both cationic and anionicpolyacrylamide (PAM). In summary, the studies found significant toxicity resulting from the use of chitosanand cationic PAM in laboratory conditions, and significantly less toxicity associated with using anionic PAM.EPA’s research has led to the conclusion that the use of treatment chemicals for erosion, runoff, andsedimentation control requires proper operator training and appropriate usage to avoid risk to aquaticspecies. In the case of cationic treatment chemicals additional safeguards may be necessary.Application/Installation Minimum RequirementsIf a site operator plans to use polymers, flocculants, or other treatment chemicals during construction theSESC plan must address the following:

1. Treatment chemicals shall not be applied directly to or within 100 feet of any surface water body.

2. Use conventional erosion, runoff, and sedimentation controls prior to and after the application oftreatment chemicals. Use conventional erosion, runoff, and sedimentation controls prior tochemical addition to ensure effective treatment. Chemicals may only be applied where treatedstormwater is directed to a sediment control (e.g. temporary sediment basin, perimeter control)prior to discharge.

3. Sites shall be stabilized as soon as possible using conventional measures to minimize the need touse chemical treatment.

4. Select appropriate treatment chemicals. Chemicals must be selected that are appropriately suitedto the types of soils likely to be exposed during construction and to the expected turbidity, pH, andflow rate of stormwater flowing into the chemical treatment system or treatment area. Soil testingis essential. Using the wrong form of chemical treatment will result in some form ofperformance failure.

5. Minimize discharge risk from stored chemicals. Store all treatment chemicals in leak-proofcontainers that are kept under storm-resistant cover and surrounded by secondary containmentstructures (e.g., spill berms, decks, spill containment pallets), or provide equivalent measures,designed and maintained to minimize the potential discharge of treatment chemicals in stormwateror by any other means (e.g., storing chemicals in covered areas or having a spill kit available onsite).


SESCP - 17

6. Use chemicals in accordance with good engineering practices and specifications of the chemicalprovider/supplier. You must also use treatment chemicals and chemical treatment systems inaccordance with good engineering practices, and with dosing specifications and sediment removaldesign specifications provided by the supplier of the applicable chemicals, or document specificdepartures from these practices or specifications and how they reflect good engineering practice.

Treatment Chemical Application Plan· It is not anticipated that a treatment chemical application will be required to control erosion, runoff, and

sedimentation.· The Contractor shall provide a treatment chemical application plan if it will be used on this project, if it

is determined that it is required during construction.

Treatment Chemical SESC Plan Weekly Inspection Report Documentation Requirements

1. Document the type and quantity of treatment chemicals applied.2. List the date, duration of discharge, and estimated discharge rate.3. Provide an estimate of the volume of water treated.4. Provide an estimate of the concentration of treatment chemicals in the discharge, with

supporting calculations.

2.13 Construction Site Erosion, Runoff, and Sediment Control Measure List

It is expected that this table will be amended as needed throughout the construction project.

Location/Station Control MeasureDescription/Reference

MaintenanceRequirement Phase

Perimeter Compost Filter Sockand/or Straw Wattles

Weekly or as requiredby site conditions;remove accumulatedsediment when it hasreached ½ the height ofthe measure

Phase I, II, III

All Catch Basins Catch Basin Insert

212.03.1 Sedimentaccumulated greaterthan half way up insert;break through orsignificant strain ofinsert

Phase I, II, III

Street Sweeping/Waterfor Dust Control Not Applicable Weekly or as required

by site conditions Phase II


SESCP - 18

SECTION 3: CONSTRUCTION ACTIVITY POLLUTIONPREVENTIONRIPDES Construction General Permit – Part III.J.2

The purpose of construction activity pollution prevention is to prevent day to day construction activities fromcausing pollution.

This section describes the key pollution prevention measures that must be implemented to avoid andreduce the discharge of pollutants in stormwater. Example control measures include the propermanagement of waste, material handling and storage, and equipment/vehicle fueling/washing/maintenanceoperations.

Where applicable, include RI Soil Erosion and Sediment Control Handbook (as amended) or the RIDepartment of Transportation Standard Specifications for Road and Bridge Construction (as amended)specifications.

3.1 Existing Data of Known Discharges from Site

RIPDES CGP - Part III.I

List and provide existing data (if available) on the quality of any known discharges from the site.

Are there known discharges from the project area?

Yes No

Describe how this determination was made:

· Review of utility record plans, observations during site visits, and field survey

If yes, list discharges and locations: N/A

Is there existing data on the quality of the known discharges?

Yes No

If yes, provide data: N/A

3.2 Prohibited Discharges


The following discharges are prohibited at the construction site:· Contaminated groundwater, unless specifically authorized by the DEM. These types of discharges may

only be authorized under a separate DEM RIPDES permit.· Wastewater from washout of concrete, unless the discharge is contained and managed by appropriate

controls.· Wastewater from washout and cleanout of stucco, paint, form release oils, curing compounds, and

other construction materials.· Fuels, oils, or other pollutants used in vehicle and equipment operation and maintenance. Proper

storage and spill prevention practices must be utilized at all construction sites.· Soaps or solvents used in vehicle and equipment washing.· Toxic or hazardous substances from a spill or other release.· The Contractor shall designate the locations, if any, of concrete washout areas and amend this

document accordingly (refer to Section 3.12 herein). Under no circumstances will concrete washoutareas be located where the discharge from same will create a nuisance or hazard (i.e. excavated areas,roadways, private property, etc.); furthermore, the Contractor shall immediately adjust the location orconfiguration of any concrete washout areas which are found to create a nuisance or hazard. Allconcrete washouts shall be discharged to a facility that will contain all liquid and concrete waste


SESCP - 19

generated by the washout operations. The concrete washout facility shall adhere to the requirementsof the Rhode Island Soil Erosion and Sediment Control Handbook.

· All other discharges from the site will be prohibited.

3.3 Potential Sources of Pollution

RIPDES CGP - Parts III.J.2 & III.J.4.h

Check AllThatApply

Operation/ Location Stormwater Pollutants

Clearing, grading, excavating, andunstabilized areas Sediment; Trash/Debris

Construction Entrance Sediment

Soil Stockpiles Sediment

Paving operations Sediment; Trash/Debris

Concrete washout and waste Heavy metals; pH; Trash/Debris

Structure construction/ painting/cleaning

Nutrients; pH; Trash/Debris; Toxicchemicals

Demolition and debris disposal Sediment; Trash/Debris

Dewatering operations Sediment; Nutrients

Drilling and blasting operations Sediment; pH; Trash/Debris

Material delivery and storageSediment; Nutrients; Heavy metals; pH;Pesticides/Herbicides; Oil/Grease;Trash/Debris; Toxic chemicals

Material use during building processNutrients; heavy metals; pH;pesticides/herbicides; oil/grease;trash/debris; toxic chemicals

Solid waste/ trash/ debris trash/debris; toxic chemicals

Hazardous waste heavy metals; pH; pesticides/herbicides;oil/grease; toxic chemicals

Contaminated spillsNutrients; heavy metals; pH;pesticides/herbicides; oil/grease; toxicchemicals

Sanitary/septic waste Nutrients; pH; Bacteria/Viruses; toxicchemicals

Vehicle/equipment fueling andmaintenance Oil/Grease; Toxic chemicals

Vehicle/equipment use and storage Oil/Grease; Toxic chemicals

Landscaping operations Sediment; Nutrients; Trash/Debris

Other:

Other:


SESCP - 20

3.4 Minimize Off-site Tracking of Sediments


Any construction site access point must employ the control measures on the approved SESC site plansand in accordance with the Rhode Island Soil Erosion and Sediment Control Handbook (as amended).Construction entrances shall be used in conjunction with the stabilization of construction roads to reducethe amount of mud picked up by construction vehicles. All construction access roads shall be constructedprior to any roadway accepting construction traffic.

The site owner and operator must:

1. Restrict vehicle use to properly designated exit points.

2. Use properly designed and constructed construction entrances at all points that exit onto pavedroads so that sediment removal occurs prior to vehicle exit.

3. When and where necessary, use additional controls to remove sediment from vehicle tires priorto exit (i.e. wheel washing racks, rumble strips, and rattle plates).

4. Where sediment has been tracked out from the construction site onto the surface of off-sitestreets, other paved areas, and sidewalks, the deposited sediment must be removed by theend of the same workday in which the track out occurs. Track-out must be removed bysweeping, shoveling, or vacuuming these surfaces, or by using other similarly effective meansof sediment removal.

Describe location(s) of vehicle entrance(s) and exit(s), and stabilization practices used to prevent sedimentfrom being tracked off-site. Sediment track-out must be minimized onto off-site streets, other paved areas,and sidewalks from vehicles exiting the construction site.

· Designated construction vehicle entrances shall be located by the Contractor and prepared &maintained in accordance with RIDOT construction entrance details and specifications.

· The paved roadways adjacent to the project area will be swept as needed to remove any excess mud,dirt or rock tracked from the site. Dump trucks hauling material to or from the construction site will becovered with a tarpaulin.

3.5 Proper Waste Disposal

RIPDES CGP - Part III.J.2.c

Building materials and other construction site wastes must be properly managed and disposed of to preventthe discharge of solid materials from wind and precipitation. All types of waste generated at the site shallbe disposed of in a manner consistent with State Law and/or regulations.

A waste collection area shall be designated on the site that does not receive a substantial amount of runofffrom upland areas and does not drain directly to a waterbody or storm drain.

All waste containers shall be covered to avoid contact with wind and precipitation.

Waste collection shall be scheduled frequently enough to prevent containers from overfilling.

All construction site wastes shall be collected, removed, and disposed of in accordance with applicableregulatory requirements and only at authorized disposal sites.

Equipment and containers shall be checked for leaks, corrosion, support or foundation failure, or other signsof deterioration. Those that are found to be defective shall be immediately repaired or replaced.


SESCP - 21

· Waste Materials - All construction-generated waste materials will be collected and stored in asecurely lidded metal dumpster which shall meet all local Town and any State solid wastemanagement regulations. All trash and construction debris from the site will be deposited in thedumpster. The dumpster will be emptied as needed, and the trash will be hauled off site. Noconstruction waste materials will be buried onsite. All personnel will be instructed regarding thecorrect procedure for waste disposal. Notices stating these practices will be posted in the projectoffice, and the individual who manages the day-to-day site operations will be responsible forinsuring that these procedures are followed.

· Hazardous Waste - Hazardous waste materials, if encountered, will be disposed of in the mannerspecified by local or State regulation or by the manufacturer. Site personnel will be instructed inthese practices and the individual, who manages day-to-day site operations, will be responsible forseeing that these practices are followed.

· Sanitary Waste - All sanitary waste will be collected from the portable units a minimum of once aweek by a licensed sanitary waste management contractor, as required by local regulation.

3.6 Spill Prevention and Control

RIPDES CGP - Part III.J.2.d

All chemicals and/or hazardous waste material must be stored properly and legally in covered areas, withcontainment systems constructed in or around the storage areas. Areas must be designated for materialsdelivery and storage. All areas where potential spills can occur and their accompanying drainage pointsmust be described. The owner and operator must establish spill prevention and control measures to reducethe chance of spills, stop the source of spills, contain and clean-up spills, and dispose of materialscontaminated by spills. The operator must establish and make highly visible location(s) for the storage ofspill prevention and control equipment and provide training for personnel responsible for spill preventionand control on the construction site.

· Spills can potentially occur anywhere within the project sites where work is taking place.

· The following good housekeeping practices will be followed onsite during the construction project:

o An effort will be made to store on-site only enough products and materials required to performthe anticipated work.

o All materials stored onsite will be stored in a neat, orderly manner in their appropriatecontainers and, if possible, under a roof or other enclosure.

o Products will be kept in their original containers with the original manufacturer’s label.

o Substances will not be mixed with one another unless recommended by the manufacturer.

o Whenever possible, all of a product will be used up before disposing of the container.

o Manufacturers’ recommendations for proper use and disposal will be followed.

o The site superintendent will inspect daily to ensure proper use and disposal of materials onsite.

· These practices shall be used to reduce the risks associated with hazardous materials:

o Products will be kept in original containers unless they are not re-sealable.

o Original labels and material safety data will be retained; they contain important productinformation.

o If surplus product must be disposed of, manufacturers’ or local and State recommendedmethods for proper disposal will be followed.

· In addition to the good housekeeping and material management practices discussed in the previoussections of this plan, the following practices shall be followed for spill prevention and cleanup:


SESCP - 22

o Manufacturers’ recommended methods for spill cleanup will be clearly posted and sitepersonnel will be made aware of the procedures and the location of the information and cleanupsupplies.

o Materials and equipment necessary for spill cleanup will be kept in a storage area onsite.Equipment and materials will include but not be limited to brooms, dust pans, mops, rags,gloves, goggles, kitty litter, sand, sawdust, and plastic and metal trash containers specificallyfor this purpose.

o All spills will be cleaned up immediately after discovery.

o The spill area will be kept well ventilated and personnel will wear appropriate protective clothingto prevent injury from contact with a hazardous substance.

o Spills of toxic or hazardous material will be reported to the appropriate State or localgovernment agency, regardless of the size.

o The spill prevention plan will be adjusted to include measures to prevent this type of spilt fromreoccurring and how to clean up the spill if there is another one. A description of the spill, whatcaused it, and the cleanup measures will also be included.

o The site superintendent responsible for the day-to-day site operations will be the spillprevention and cleanup coordinator. He will designate at least three other site personnel whowill receive spill prevention and cleanup training. The individual will each become responsiblefor a particular phase of prevention and cleanup. The names of responsible spill personnel willbe posted in the office trailer onsite.

3.7 Control of Allowable Non-Stormwater Discharges

RIPDES CGP - Parts I.B.2 & III.J.2.e

Discharges not comprised of Stormwater are allowed under the RIPDES Construction General Permit butare limited to the following: discharges which result from the wash-down of vehicles where no detergentsare used; external building wash-down where no detergents are used; the use of water to control dust;firefighting activities; fire hydrant flushing; natural springs; uncontaminated groundwater; lawn watering;potable water sources including waterline flushing; irrigation drainage; pavement washwaters where spillsor leaks of toxic or hazardous materials have not occurred (unless all spilled materials have been removed)and where detergents are not used; and foundation or footing drains where flows are not contaminated withprocess materials such as solvents, or contaminated by contact with soils where spills or leaks of toxic orhazardous materials has occurred. If any of these discharges may reasonably be expected to be presentand to be mixed with stormwater discharges, they must be specifically listed here.

Are there allowable non-Stormwater discharges on or near the project area?

Yes No

List of allowable non-stormwater discharge(s) and the associated control measure(s):

· Pavement wash waters (where no spills or leaks of toxic or hazardous materials have occurred)

· Uncontaminated groundwater (from dewatering excavation)

Are there any known or contaminated discharges, including dewatering operations, on or near the projectarea?

Yes No

If yes, list the discharges and the RIPDES individual permit number(s) or RIPDES Remediation GeneralPermit Authorization number(s) associated with these discharges.

RIPDES Individual Permit number: N/A

RIPDES Remediation General Permit Authorization number: N/A


SESCP - 23

3.8 Control Dewatering Practices

RIPDES CGP - Part III.J.2.f

Site owners and operators are prohibited from discharging groundwater or accumulated stormwater that isremoved from excavations, trenches, foundations, vaults, or other similar points of accumulation, unlesssuch waters are first effectively managed by appropriate control measures.

Examples of appropriate control measures include, but are not limited to, temporary sediment basins orsediment traps, sediment socks, dewatering tanks and bags, or filtration systems (e.g. bag or sand filters)that are designed to remove sediment. Uncontaminated, non-turbid dewatering water can be dischargedwithout being routed to a control.

At a minimum, the following discharge requirements must be met for dewatering activities:

1. Do not discharge visible floating solids or foam.

2. To the extent feasible, utilize vegetated, upland areas of the site to infiltrate dewatering waterbefore discharge. In no case will surface waters be considered part of the treatment area.

3. At all points where dewatering water is discharged, utilize velocity dissipation devices.

4. With filter backwash water, either haul it away for disposal or return it to the beginning of thetreatment process.

5. Replace and clean the filter media used in dewatering devices when the pressure differentialequals or exceeds the manufacturer’s specifications.

6. Dewatering practices must involve the implementation of appropriate control measures asapplicable (i.e. containment areas for dewatering earth materials, portable sediment tanks andbags, pumping settling basins, and pump intake protection.)

Describe dewatering practices that will be implemented if water must be removed from an area so thatconstruction activity can continue.

· Uncontaminated groundwater pumped out of construction excavations will be routed to and throughadequately sized dewatering basins to remove (to the maximum extent possible) sediments containedwithin the groundwater. The locations and sizes of dewatering basins shall be as needed to receiveand treat groundwater when it is encountered during construction, as determined by the Contractor.Under no circumstances will dewatering basins be located where the discharge from same will createa nuisance or hazard (i.e. excavated areas, roadways, private property, etc.); furthermore, theContractor shall immediately adjust the location or configuration of any dewatering basins which arefound to create a nuisance or hazard.

3.9 Establish Proper Building Material Staging Areas

RIPDES CGP - Part III.J.2.g

All chemicals and/or hazardous waste material must be stored properly and legally in covered areas, withcontainment systems constructed in or around the storage areas. Areas must be designated for materialsdelivery and storage. Designated areas shall be approved by the site owner/engineer.

Describe construction materials expected to be stored on-site and procedures for storage of materials tominimize exposure of the materials to stormwater. Minimization of exposure is not required in cases wherethe exposure to precipitation and to stormwater will not result in a discharge of pollutants, or where exposureof a specific material or product poses little risk of stormwater contamination (such as final products andmaterials intended for outdoor use).

· See Section 3.6 for materials storage procedures to minimize their exposure to stormwater.


SESCP - 24

· The following materials or substances will potentially be present on-site during construction:

o Fertilizers

o Petroleum Based Products (Gasoline, Diesel Fuel, Motor Oil)

o Cleaning Solvents

o Bituminous Concrete Asphalt

o Cement Concrete

o Detergents

o Wood

o Liquid Asphalt/Tar

3.10 Control Discharges from Stockpiled Sediment or Soil

RIPDES CGP - Part III.J.2.h

Stock pile management consists of procedures and practices designed to minimize or eliminate thedischarge of stockpiled material (soil, topsoil, base material, rubble) from entering drainage systems orsurface waters.

Stockpile management consists of procedures and practices designed to minimize or eliminate thedischarge of stockpiled material (soil, topsoil, base material, rubble) from entering drainage systems orsurface waters. For any stockpiles or land clearing debris composed, in whole or in part, of sediment orsoil, you must comply with the following requirements:

1. Locate piles within the designated limits of disturbance.

2. Protect from contact with stormwater (including run-on) using a temporary perimeter sedimentbarrier.

3. Where practicable, provide cover or appropriate temporary vegetative or structural stabilizationto avoid direct contact with precipitation or to minimize the discharge of sediments.

4. NEVER hose down or sweep soil or sediment accumulated on pavement or other impervioussurfaces into any stormwater conveyance, storm drain inlet, or surface water.

5. To the maximum extent practicable, contain and securely protect from wind.

· All stockpiled materials shall be protected from stormwater run-on by placing filter fabric under thestockpile and a berm of compost filter sock/straw wattle around the stockpile.

· All stockpiled materials shall have a tarpaulin or similar cover to prevent wind erosion.

· The following materials or substances will potentially be present on-site during construction:

o Landscaping materials (Mulch, Loam, and Seed)

o Road base materials (Gravel borrow)

o Permeable paver sand filter system materials (Crushed stone, peastone, sand, gravel, pavers)

3.11 Minimize Dust

RIPDES CGP - Part III.J.2.i

Dust control procedures and practices shall be used to suppress dust on a construction site during theconstruction process, as applicable. Precipitation, temperature, humidity, wind velocity and direction willdetermine amount and frequency of applications. However, the best method of controlling dust is to prevent


SESCP - 25

dust production. This can best be accomplished by limiting the amount of bare soil exposed at one time.Dust Control measures outlined in the Rhode Island Soil Erosion and Sediment Control Handbook (asamended) shall be followed.

Other Dust Control methods include surface roughening, wind barriers, walls, and covers.

· Water for dust control will be applied prior to or during winding conditions (forecasted or actual windconditions of 20 mph or greater) to all areas of exposed erodible soil. Water shall be spray-applied toavoid ponding or erosion, either by truck (in roadway areas) or manually (in off-road areas).

· In addition, the Contractor shall limit the amount of bare soil exposed at one time.

3.12 Designate Washout Areas

RIPDES CGP - Part III.J.2.j

At no time shall any material (concrete, paint, chemicals) be washed into storm drains, open ditches, streets,streams, wetlands, or any environmentally sensitive area. The site operator must ensure that constructionwaste is properly disposed of, to avoid exposure to precipitation, at the end of each working day.

· The Contractor shall designate the locations, if any, of concrete washout areas and amend thisdocument accordingly. Under no circumstances will concrete washout areas be located where thedischarge from same will create a nuisance or hazard (i.e. excavated areas, roadways, private propertywetland resource areas, etc.); furthermore, the Contractor shall immediately adjust the location orconfiguration of any concrete washout areas which are found to create a nuisance or hazard.

3.13 Establish Proper Equipment/Vehicle Fueling and Maintenance Practices

RIPDES CGP - Part III.J.2.k

Vehicle fueling shall not take place within regulated wetlands or buffer zone areas, or within 50-feet of thestorm drain system. Designated areas shall be depicted on the Approved Plans, or shall be approved bythe site owner.

Vehicle maintenance and washing shall occur off-site, or in designated areas depicted on the ApprovedPlans or approved of by the site owner. Maintenance or washing areas shall not be within regulatedwetlands or buffer zone areas, or within 50-feet of the storm drain system. Maintenance areas shall beclearly designated, and barriers shall be used around the perimeter of the maintenance area to preventstormwater contamination.

Construction vehicles shall be inspected frequently for leaks. Repairs shall take place immediately. Disposalof all used oil, antifreeze, solvents and other automotive-related chemicals shall be according to applicableregulations; at no time shall any material be washed down the storm drain or in to any environmentallysensitive area.

Describe equipment/vehicle fueling and maintenance practices that will be implemented to preventpollutants from mixing with stormwater (e.g., secondary containment, drip pans, spill kits, etc.) Providerecommended location(s) of fueling/maintenance areas, or, at minimum, locations wherefueling/maintenance should be avoided.

· All onsite vehicles shall be monitored for leaks, and shall receive regular preventive maintenance toreduce the chance of leakage. Petroleum products will be stored in tightly sealed containers that areclearly labeled. Any asphalt substances used onsite will be applied according to the manufacturer’srecommendations.

· The Contractor shall determine locations, if any, for vehicle fueling and maintenance activities, providedthat said locations are more than fifty (50) feet from any storm drainage inlet structure.


SESCP - 26

3.14 Construction Activity Pollution Prevention Control Measure List

It is expected that this table will be amended as needed throughout the construction project.

Location/Station Control MeasureDescription/Reference Maintenance Requirement Phase

Roads

Public roads within theconstruction site shallbe clean at the end ofeach day

Street Sweep if construction sitesediment is visible Phase I, II, III

Site WidePick-up & properhandling and disposal ofconstruction trash anddebris

All loose trash and debris mustbe disposed of properly at theend of each working day

Phase I, II, III

To Be Determined byContractor as Needed


SESCP - 27

SECTION 4: CONTROL PRACTICE INSTALLATION,INSPECTION and MAINTENANCERIPDES Construction General Permit – Part III.J.3

4.1 Installation


All temporary erosion, runoff, and sediment control practices should be completely installed and functioningprior to any earth disturbing activities. All stormwater controls must be installed in accordance with goodengineering practices, including applicable design specifications, which may be found in manufacturerspecifications and/or the RI Soil Erosion and Sediment Control Handbook (as amended). Any departuresfrom such specifications must be provided, justified, and demonstrated to reflect good engineeringpractices.

Describe any departures from specifications and justify/demonstrate that they reflect good engineeringpractices.

· The Contractor shall amend this section if there are any departures from the specifications or anyprevious section in this document.

4.2 Inspections


Minimum Frequency - Each of the following areas must be inspected by or under the supervision of theowner and operator at least once every seven (7) calendar days and within twenty-four (24) hours after anystorm event, which generates at least 0.25 inches of rainfall per twenty-four (24) hour period and/or after asignificant amount of runoff or snowmelt:

a. All areas that have been cleared, graded, or excavated and that have not yet completedstabilization;

b. All stormwater erosion, runoff, and sediment control measures (including pollution preventionpractices) installed at the site to comply with this permit;

c. Construction material, unstabilized soil stockpiles, waste, borrow, or equipment storage, andmaintenance areas that are covered by this permit and are exposed to precipitation;

d. All areas where stormwater typically flows within the site, including temporary drainage waysdesigned to divert, convey, and/or treat stormwater;

e. All points of discharge from the site;f. All locations where temporary or permanent soil stabilization measures have been implemented;g. All locations where vehicles enter or exit the site.

Qualified Personnel – The site owner and operator are responsible for designating personnel to conductinspections and for ensuring that the personnel who are responsible for conducting the inspections are“qualified” to do so. A “qualified person” is a person knowledgeable in the principles and practices of erosion,runoff, sediment, and pollution prevention controls, who possesses the skills to assess conditions at theconstruction site that could impact stormwater quality, and the skills to assess the effectiveness of anystormwater controls selected and installed to meet the requirements of the permit.

Recordkeeping Requirements - All records of inspections, including records of maintenance and correctiveactions must be maintained with the SESC Plan. Inspection records must include the date and time of theinspection, and the inspector’s name, signature, and contact information.

Reductions in Inspection Frequency - If earth disturbing activities are suspended due to frozen conditions,inspections may be reduced to a frequency of once per month. The owner and operator must documentthe beginning and ending dates of these periods in the SESC Plan.


SESCP - 28

General Notes

A separate inspection report will be prepared for each inspection.

The Inspection Reference Number shall be a combination of the RIPDES Construction General PermitNumber and consecutively numbered inspections.

Example: Inspection reference number for the 4th inspection of a project would be:

RIR10#### - 4

Each report will be signed and dated by the Inspector, and must be kept onsite as required by Part III.G ofthe RIPDES Construction General Permit.

Each report will be signed and dated by the Site Operator and returned to the Inspector within 24 hours ofreceipt.

It is the responsibility of the site operator to maintain a copy of the SESC Plan, copies of all completedinspection reports, and amendments as part of the SESC Plan documentation at the site duringconstruction.

Failure to make and provide documentation of inspections under this part constitutes a violation of thispermit, and enforcement actions under 46-12 of R.I. General Laws may result.

Describe any additional inspection requirements.

· The Contractor shall amend this document if additional inspection requirements are needed.

4.3 Maintenance

RIPDES CGP - Parts III.J.3.c & V.N

Maintenance procedures for erosion and sedimentation controls and stormwater managementstructures/facilities are described on the plans and in the Rhode Island Soil Erosion and Sediment ControlHandbook (as amended).

Construction shall not commence or continue until all specified erosion and pollution controls are in placeand properly installed.

Site owners and operators must ensure that all erosion, runoff, sediment, and pollution prevention controlsremain in effective operating condition and are protected from activities that would reduce theireffectiveness. Erosion and pollution controls must be able to prevent, under normal weather conditions,both the movement of soil materials and the intrusion of sediment-laden discharges into environmentallysensitive areas.

Erosion and pollution controls will be cleaned and maintained when directed by the site operator; after arainstorm; and/or whenever maintenance is required for any control measure as specified in the RhodeIsland Soil Erosion and Sediment Control Handbook (as amended) or the RI Department of TransportationStandard Specifications for Road and Bridge Construction (as amended).

Erosion, runoff, sediment, and pollution prevention control measures shall remain in place until all disturbedearth has been securely stabilized and accepted by the site owner. Before final removal, all accumulatedsediment on the upstream side shall be removed and legally disposed of. After removal of structures,disturbed areas shall be regraded and stabilized as necessary.

Describe any specific maintenance requirements.

· The Contractor is responsible for amending this section for additional maintenance requirements.


SESCP - 29

4.4 Corrective Actions

RIPDES CGP - Part III.J.3.c.iii

If, in the opinion of the designated site inspector, corrective action is required, the inspector shall note it onthe inspection report and shall inform the site operator that corrective action is necessary. The site operatormust make all necessary repairs whenever maintenance of any of the control measures instituted at thesite is required.

In accordance with the RIPDES Construction General Permit, the site operator shall initiate work to fix theproblem immediately after its discovery, and complete such work by the close of the next work day, if theproblem does not require significant repair or replacement, or if the problem can be corrected throughroutine maintenance.

When installation of a new control or a significant repair is needed, site owners and operators must ensurethat the new or modified control measure is installed and made operational by no later than seven (7)calendar days from the time of discovery where feasible. If it is infeasible to complete the installation orrepair within seven (7) calendar days, the reasons why it is infeasible must be documented in the SESCPlan along with the schedule for installing the control measures and making it operational as soon aspracticable after the 7-day timeframe. Such documentation of these maintenance procedures andtimeframes should be described in the inspection report in which the issue was first documented. If theseactions result in changes to any of the control measures outlined in the SESC Plan, site owners andoperators must also modify the SESC Plan accordingly within seven (7) calendar days of completing thiswork.

The corrective action log contained in each inspection report must be completed, signed, and dated bythe site operator once all necessary repairs have been completed.


SESCP - 30

SECTION 5: SITE PLANSRIPDES Construction General Permit – Part III.J.4

5.1 SESC Plan Site Maps

The attached SESC Plan Site Maps contain the following elements: Title and date of plan set(s)

Map scale should have no less detail than 1” = 100’

A minimum contour interval of 2’ must be utilized.

Total project area/area of development and area of soil disturbance

Proposed limits of disturbance

Construction site property lines

Pre- and post-development drainage patterns

Location and name of the receiving waters and/or separate storm sewer system and the ultimatereceiving waters, including wetlands, which may be impacted during construction

Locations where stormwater discharges to a surface water or wetland

Location of environmentally sensitive features/areas that will be preserved and/or protected (e.g.endangered species habitats, historic sites, natural heritage areas, Qualified Pervious Areas (QPAs), etc.)

Location and field verified boundaries of resource protection areas such as freshwater and coastalwetlands, lakes, ponds, coastal shoreline features and required setbacks (e.g. buffers, water supply wells,septic systems)

Boundaries of existing predominant vegetation

Location of all existing and proposed impervious surfaces/structures

Direction(s) of stormwater flow

Approximate slopes anticipated after the completion of major grading activities

Location of existing and proposed conveyance systems such as grass channels and swales

Locations of potential sources of pollution that may reasonably be expected to affect the quality ofstormwater discharges from the site (i.e. exposed, unstabilized soil stockpiles and construction materialand waste collection areas) TBD

Locations of all non-structural control measures, which will address all potential sources of pollution thatmay reasonably be expected to affect the quality of stormwater discharges from the site (i.e. fueling areas,material storage areas, equipment storage areas, designated concrete washout areas, solid and hazardouswaste collection areas, soil stockpiles, etc.) TBD

Locations and timing of stabilization practices including phased clearing and grubbing based onscheduled activities

Locations of construction staging and material stockpiling areas TBD The location of all erosion, runoff, sediment, and pollution prevention control measures, including the

location of temporary or permanent sediment basins, diversions, or other water quality, peak discharge,and volume control structures

Areas within the project limits, which are unsuitable for material storage, equipment storage, designatedconcrete washout collection, dumpsters, stockpiles, fueling locations, etc. (i.e. locations where theseactivities shall not occur, and recommendations of where they may occur) TBD

Locations of storm drain inlets and outfalls that need to be protected


SESCP - 31

Locations of all graveled access entrance and exit drives and parking areas to reduce the tracking ofsediment onto public and private roads TBD

The location of spill prevention and response equipment TBD The location of all proposed post-construction best management practices, including locations of

infiltrating practices and prohibited traffic areas


SESCP - 32

SECTION 6: AMENDMENTSRIPDES Construction General Permit – Part III.F

This SESC Plan is intended to be a working document. It is expected that amendments will be requiredthroughout the active construction phase of the project. Even if practices are installed on a siteaccording to the approved plan, the site is only in compliance when erosion, runoff, andsedimentation are effectively controlled throughout the entire site for the entire duration of theproject.The SESC Plan shall be amended within seven (7) days whenever there is a change in design, construction,operation, maintenance or other procedure which has a significant effect on the potential for the dischargeof pollutants, or if the SESC Plan proves to be ineffective in achieving its objectives (i.e. the selected controlmeasures are not effective in controlling erosion or sedimentation).

In addition, the SESC Plan shall be amended to identify any new operator that will implement a componentof the SESC Plan.

All revisions must be recorded in the Record of Amendments Log Sheet, which is contained in AttachmentG of this SESC Plan, and dated red-lined drawings and/or a detailed written description must be appendedto the SESC Plan. Inspection Forms must be revised to reflect all amendments. Update the Revision Dateand the Version # in the footer of the Report to reflect amendments made.

All SESC Plan Amendments, except minor non-technical revisions, must be approved by the site ownerand operator. Any amendments to control measures that involve the practice of engineering must bereviewed, signed, and stamped by a Professional Engineer registered in the State of RI.

The amended SESC plan must be kept on file at the site while construction is ongoing and any modificationsmust be documented.

Attach a copy of the Amendment Log.

See Attachment G – Amendment Log


SESCP - 33

SECTION 7: RECORDKEEPINGRIPDES Construction General Permit – Parts III.D, III.G, III.J.3.b.iii, & V.O

It is the site owner and site operator’s responsibility to have the following documents available at theconstruction site and immediately available for RIDEM/CRMC review upon request:

· A copy of the fully signed and dated SESC Plan, which includes:

· A copy of the General Location MapINCLUDED AS ATTACHMENT A

· A copy of all SESC Plan Site MapsINCLUDED AS ATTACHMENT B

· A copy of the RIPDES Construction General PermitINCLUDED AS ATTACHMENT C

· A copy of any regulatory permits (RIDEM Freshwater Wetlands Permit, CRMC Assent,RIDEM Water Quality Certification, RIDEM Groundwater Discharge Permit, RIDEM RIPDESConstruction General Permit authorization letter, etc.)INCLUDED AS ATTACHMENT D

· The signed and certified NOI form or permit application formINCLUDED AS ATTACHMENT E

· Completed Inspection Reports w/Completed Corrective Action LogsINCLUDED AS ATTACHMENT F

· SESC Plan Amendment LogINCLUDED AS ATTACHMENT G


SESCP - 34

SECTION 8: PARTY CERTIFICATIONSRIPDES Construction General Permit – Part V.G

All parties working at the project site are required to comply with the Soil Erosion and Sediment ControlPlan (SESC Plan) for any work that is performed on-site. The site owner, site operator, contractors andsub-contractors are encouraged to advise all employees working on this project of the requirements of theSESC Plan. A copy of the SESC Plan is available for review at the following location:_____________________________, or may be obtained by contacting the site owner or site operator.

The site owner and site operator and each subcontractor engaged in activities at the construction site thatcould impact stormwater must be identified and sign the following certification statement.

I acknowledge that I have read and understand the terms and conditions of the SoilErosion and Sediment Control (SESC) Plan for the above-designated project andagree to follow the control measures described in the SESC Plan.

Site Owner:ALISA DIAZ RICHARDSON, P.E.RI DEPARTMENT OF TRANSPORTATION360 Lincoln Avenue ____________________________Warwick, RI 02888 signature/date(401) 222-2378

Site Operator:________________________________________________________________________________________________________________________ ____________________________________________________________________ signature/date________________________________________

Designated Site Inspector:________________________________________________________________________________________________________________________ ____________________________________________________________________ signature/date________________________________________

Subcontractor SESC Plan Contact:________________________________________________________________________________________________________________________ ____________________________________________________________________ signature/date________________________________________


SESCP - 35

ATTACHMENTS

Attachment A - General Location Map

Attachment B - SESC Plan Site Maps

Attachment C - Copy of RIPDES Construction General Permit

Attachment D - Copy of Regulatory Permits

Attachment E - Copy of RIPDES NOI

Attachment F - Inspection Reports and Corrective Action Log

Attachment G - Amendment Log

Soil Erosion and Sediment Control PlanReplacement of Hunts Mill River Bridge #208

Attachment A - General Location Map


Attachment B – SESC Plan Site Maps

The RIDEM-approved set of project construction plans shall serve as the SESCPsite maps, and are not included herein. Please refer to the RIDEM-approved planset, which shall be kept on-site at all times for the duration of the project.


Attachment C - Copy of RIPDES Construction General Permit

The RIPDES Construction General Permit may be accessed, viewed and printedfrom the RIDEM web site, at the following address:

http://www.dem.ri.gov/pubs/regs/regs/water/ripdesca.pdf

A hard copy of the RIPDES CGP is not included herein.


Attachment D - Copy of Regulatory Permits


Attachment E - Copy of RIPDES NOI


Attachment F - Inspection Reports and Corrective Action Log

This Attachment contains copies of all project stormwater inspection reports andcorrective action logs performed in accordance with Section 5 – Maintenance andInspection of this SESCP. Reports are presented in chronological order from mostrecent to oldest.

of 2Revision Date: 01/09/2014

SESC Plan Inspection Report Instructions

For all projects with at least one (1) acre of soil disturbance, the site ownerand operator are required to develop and comply with a site specific Soil

Erosion and Sediment Control Plan (SESC Plan) in order to remain in compliance withthe Rhode Island Pollutant Discharge Elimination System (RIPDES) General Permit forStormwater Discharges Associated with Construction Activity (RIPDES ConstructionGeneral Permit).

This inspection report template has been provided by RIDEM for use by the siteoperator and designated inspector to document the erosion, runoff, and sedimentcontrol conditions at the construction site. It should be customized to meet therequirements in the RIPDES Construction General Permit and the site specific SESCPlan.

Using the Inspection Report

This inspection report is designed to be customized according to the control measuresand conditions at the site. On a copy of the site plan, number all stormwater controlmeasures and areas of the site that will be inspected. Include both structural (basins,outlet protection, swales, etc.) and non-structural (construction entrances, perimeterbarriers, trash areas, etc.) control measures and areas that will be inspected. Also,identify all point source discharges/outfalls, areas of highly erosive soils, and the prioritynatural resource areas (i.e. streams, wetlands, mature trees, etc). List each controlmeasure or area to be inspected separately in the site-specific control measure sectionof the inspection report.

Complete any items that will remain constant, such as the project information andcontrol measure locations and descriptions. Then, print out multiple copies of thiscustomized inspection report to use during the inspections.

When conducting the inspection, walk the site by following the site map and numberedcontrol measure locations for inspection. Also note whether the overall site issues havebeen addressed. Customize this list according to the conditions at the site.

Minimum Monitoring and Reporting Requirements

All stormwater control measures, disturbed areas, areas used for the storage ofmaterials that are exposed to precipitation (including unstabilized soil stockpiles),discharge locations, and locations where vehicles enter or exit the site must beinspected at least once every seven (7) calendar days and within twenty-four (24) hoursafter any storm event, which generates at least 0.25-inches of precipitation per twentyfour (24) hour period and/or after a significant amount of runoff or snowmelt. Anappropriate rain gauge (as may be found on www.wunderground.com orwww.nws.noaa.gov (or similar sites)) must be identified and utilized for thedetermination of the storm events.

of 2Revision Date: 01/09/2014

General Notes

· A separate inspection report will be prepared for each inspection.· The Inspection Reference Number shall be a combination of the

RIPDES Permit Authorization Number - consecutively numbered inspections.ex/ Inspection reference number for the 4th inspection of a project would be:

RIR10####-4· Each report will be signed and dated by the inspector and forwarded to the site

operator within 24 hours of the inspection.· Each report will be signed and dated by the site operator and returned to the

inspector within 24 hours of receipt.· It is the responsibility of the site operator to maintain a copy of the SESC Plan,

copies of all completed inspection reports, and amendments as part of the SESCPlan documentation at the site during construction.

Corrective Actions

If the SESC Plan Inspection determines that corrective actions are necessary to installor repair control measures, the resultant actions taken must be documented by the siteoperator. The actions must be recorded in the Corrective Action Log attached to eachSESC Plan inspection form. If the site operator disagrees with the corrective actionrecommendations, it must be documented, with justifiable reasons, in the CorrectiveAction Log, as well.

Amendments

All SESC Plan Amendments, except minor non-technical revisions, must be approvedby the site owner and site operator. The revision must be recorded in the Record ofAmendments Log Sheet within the SESC Plan, and dated red-line drawings and/or adetailed written description of the revision must be appended to the SESC Plan.Inspection forms must be revised to reflect all amendments. Update the Revision Dateand the Version # in the footer of the report to reflect amendments made.

The SESC Plan shall be amended whenever there is a change in design, construction,operation, maintenance or other procedure, which has a significant effect on thepotential for the discharge of pollutants, or if the SESC Plan proves to be ineffective inachieving its objectives.

***Remember that the regulations are performance-oriented.Even if best management practices are installed on a site according

to the approved plan, the site is only in compliance when erosion, runoff, sedimentation, and pollution

are effectively controlled.***

INSPECTION REFERENCE NUMBER RIR10_______-________

SESC Plan Inspection Report Page ___ of ___

INSPECTION REPORT REVISION DATE MM/DD/YYYY, V.#

SESC Plan Inspection ReportProject Information

Name

Location

DEM Permit No.

Site OwnerName Phone Email

Site OperatorName Phone Email

Inspection Information

Inspector NameName Phone Email

Inspection Date Start/End TimeInspection Type

q Weekly q Pre-storm event q During storm event q Post-storm event q OtherWeather Information

Last Rain EventDate: Duration (hrs): Approximate Rainfall (in):

Rain Gauge Location & Source:

Weather at time of this inspection:

Check statement that applies then sign and date below:

¨ I, as the designated Inspector, certify that this site has been inspected and is in compliance with the site SESCPlan and the RIPDES Construction General Permit.

¨ I, as the designated Inspector, certify that this site has been inspected and I have made the determination thatthe site requires corrective actions before it will be compliant with the site SESC Plan and the RIPDESConstruction General Permit. The required corrective actions are noted within this inspection report.

Inspector:Print Name Signature Date

The Site Operator (identified in the permit application) acknowledges the receipt of this SESC Plan inspectionreport, and understands the requirements set forth in the RIPDES Construction General Permit regarding theimplementation and maintenance of erosion, runoff, and sedimentation controls and pollution preventionmeasures.

Operator:Print Name Signature Date

PROJECT: INSPECTION DATE:



Site-specific Control MeasuresNumber the structural and non-structural stormwater control measures identified in the SESC Plan on the site map and listthem below (add as necessary). Bring a copy of this inspection form and numbered site map with you during yourinspections. This list will help ensure that you are inspecting all required control measures at your site.FILL THIS TABLE USING THE SESC PLAN TABLES 2.13 & 3.14.

Location/Station Control MeasureDescription

Installed &OperatingProperly?

Assoc.Photo/

Figure #

Corrective Action Needed(Yes or No; if ‘Yes’, pleasedetail action required)

1 qYes qNo

2 qYes qNo

3 qYes qNo

4 qYes qNo

5 qYes qNo

6 qYes qNo

7 qYes qNo

8 qYes qNo

9 qYes qNo

10 qYes qNo

11 qYes qNo

12 qYes qNo

13 qYes qNo

14 qYes qNo

15 qYes qNo




Location/Station Control MeasureDescription

Installed &OperatingProperly?

Assoc.Photo/

Figure #

Corrective Action Needed(Yes or No; if ‘Yes’, pleasedetail action required)

16 qYes qNo

17 qYes qNo

18 qYes qNo

19 qYes qNo

20 qYes qNo

21 qYes qNo

22 qYes qNo

23 qYes qNo

24 qYes qNo

25 qYes qNo

26 qYes qNo

27 qYes qNo

28 qYes qNo

29 qYes qNo

30 qYes qNo

(add more as necessary)




Overall Site IssuesBelow are some general site issues that should be assessed during inspections. Please customize this list as needed forconditions at the site. If item is not applicable, please note why.

Location/StationAssoc.Photo/Figure #

Corrective Action Needed(If ‘Yes’, please detail action requiredand include location/station)

1 Have Limits of Disturbance beenproperly marked and maintained?

qYes qNo

q N/A

2Have perimeter controls andsediment barriers been adequatelyinstalled and maintained?

qYes qNo

q N/A

3 Are storm drain inlets properlyprotected?

qYes qNo

q N/A

4

Are natural resource areas (e.g.,streams, wetlands, trees, etc.)protected with barriers or similar bestmanagement practices (BMPs)?

qYes qNo

q N/A

5Have graveled access entrance andexit drives and parking areas beeninstalled and maintained?

qYes qNo

q N/A

6

Have sediment controls beeninstalled on all steep side slopes anddown slopes that are disturbed,especially those adjacent to propertylines, drainage conveyances/inlets orwater bodies?

qYes qNoq N/A

7Are all steep slopes and disturbedareas not actively being workedproperly stabilized?

qYes qNo

q N/A

8

Have soils been stabilized wherefinal grading is complete and landdisturbance activities havepermanently ceased?

qYes qNo

q N/A

9

Have soils been stabilized whereland disturbance activities have beenhalted temporarily and are notplanned to resume within the nextfourteen (14) days?

qYes qNo

q N/A

10 Have soil/gravel stockpiles beenstabilized or isolated?

qYes qNo

q N/A

11Are building materials which possessan elevated pollution potential storedinside or under cover?

qYes qNo

q N/A

12Are stockpiles of construction wastesproperly covered or disposed of toreduce exposure?

qYes qNo

q N/A

13Are washout facilities (e.g. paint,concrete) available, clearly marked,and maintained?

qYes qNo

q N/A




Location/StationAssoc.Photo/Figure #

Corrective Action Needed(If ‘Yes’, please detail action requiredand include location/station)

14

Are vehicle and equipment fueling,cleaning, and maintenance areasfree of spills, leaks, or any otherdeleterious material?

qYes qNo

q N/A

15

Are hazardous materials spill kits inplace and are there enough materialsas prescribed in the SESC Plan toadequately prevent spills fromentering any stormwater drainagesystems?

qYes qNo

q N/A

16 Have provisions been made for winderosion and dust control?

qYes qNo

q N/A

17Have areas of obviouserosion/channelization beenrepaired?

qYes qNo

q N/A

18Are receiving conveyance systemsand receiving waters at dischargepoints free of sediment deposition?

qYes qNo

q N/A

19 Is there evidence of sediment beingtracked into the street or off-site?

qYes qNo

q N/A

20Are non-stormwater discharges (e.g.,wash water, dewatering) properlycontrolled?

qYes qNoq N/A

21

Are post-construction stormwaterpractices protected fromsedimentation prior to finalstabilization and bringing themonline?

qYes qNo

q N/A

22

Are infiltrating stormwater practicesand qualifying pervious areasprotected during constructionactivities to avoid compacting soil?

qYes qNo

q N/A

23 (Other) qYes qNo

q N/A(add more as necessary)




General Field Comments:




Photos:(Associated photos – each photo should be dated and have a unique identification # and written descriptionindicating where it is located within the project area. If a close up photo is required, it should be preceded witha photo including both the detail area and some type of visible fixed reference point. Photos should beannotated with Station numbers and other identifying information where needed.)

Photo #: Station:(insert Photo here) Description:






(add more as necessary)




Corrective Action LogTO BE FILLED OUT BY SITE OPERATOR

Describe repair, replacement, and maintenance of control measures, actions taken, date completed, and note the personthat completed the work.

Location/Station Corrective Action DateCompleted

Person Responsible

Operator Signature: Date:


Attachment G - Amendment Log

This Attachment contains the log of all amendments made to the original SESCPduring the construction phase of this project, in accordance with Section 6 –Amendments of this SESCP.

PROJECT:

Amendment Log

TO BE FILLED OUT BY SITE OPERATORDescribe amendment(s) to be made to the SESC Plan, the date, and the person/title making the amendment. ALLamendments must be approved by the Site Owner.

# Date Description of Amendment Amended by:Person/Title

SiteOwnerMustInitial

1

2

3

4

5

6

7

8

9

10

Add more lines/pages as necessary

Appendix ENorthern Long-Eared Bat Flyer

RIDOT NRU

Northern Long-Eared Bat (Myotis septentrionalis)

NLEB DESCRIPTION:

The Northern Long-Eared Bat (NLEB) is between 3” and 3.7” long with a wingspan of 9” to 10”. NLEB are medium to dark brown on back and have tawny to pale brown undersides. NLEB have long ears. NLEB are nocturnal, they are active at night and sleep during the day.

Hibernating NLEB by Ann Froschauer USFWS

PROTECTION:

NLEB populations have been decimated by White‐Nose Syndrome, a fungal disease that affects bats during hibernation. When a species experiences a significant population decline and is determined to be at risk, it may be listed under the Endangered Species Act (ESA). The NLEB was listed as threatened under the ESA on April 2, 2015. Threatened species

are likely to become endangered in the foreseeable future and endangered species are in danger of becoming extinct. This listing provides special protections for NLEB, which are intended to help the population recover.

HABITAT:

NLEB habitat is found throughout Rhode Island. NLEB hibernate in caves and mines called hibernacula during winter. NLEB swarm in wooded areas surrounding hibernacula in fall. During late spring and summer NLEB roost and forage in upland forests. During the day NLEB roost under bark and in tree crevices of both live trees and snags (dead trees). NLEB sometimes also roost in caves and structures, like buildings and bridges.

RI DOT CONSERVATION MEASURES:

RIDOT incorporates conservation measures into projects to protect the NLEB. The specific conservation measures for each

project are found in the contract documents. Dead and sick bats of any species must immediately be reported to the RIDOT Natural Resources Unit (NRU), call 401-479-1327. Contact the RIDOT NRU for an explanation of NLEB conservation measures.

MORE NLEB INFORMATION:

To learn more about the NLEB visit the USFWS website and search for the species by name.

FHWA Programmatic Consultation Avoidance and Mitigation Measure 1: Ensure all operators, employees, and contractors working in areas of known or presumed bat habitat are aware of all environmental commitments, including all applicable AMMs.

REQUIRED CONTRACT PROVISIONS

Documents

Transcript of REQUIRED CONTRACT PROVISIONS