Construction Management Plan 1180 Boylston Street Residences

CONSTRUCTION MANAGEMENT PLAN 1180 Boylston Street, Brookline, Massachusetts

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Construction Management Plan

1180 Boylston Street Residences 1180 Boylston Street

Brookline, MA

Prepared for

Town of Brookline

Owner

Chestnut Hill Investments, LLC

c/o Mason and Murphy Inc.

Brookline MA 02446

Phone: 617-854-8700

Contact: Rachna D. Balakrishna Esq.

Project Manager

Hass Construction Company, Inc.

14 Calvin Road

Newton, MA 02460

Contact: Jamie Hass

Phone: 617-470-6368

Architect

CBT

Contact: Stephan Vogelmann

Phone: 617-646-5183

Email: [email protected]

Construction Manager

Nauset Construction Corp.

10 Kearney Road, Suite 307

Needham, MA 02494

Prepared by


Date

July 21, 2019

mailto:[email protected]


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General Information

On behalf of Chestnut Hill Investments, LLC (The Owner) and Nauset Construction Corp. (The

Contractor), the attached Construction Management Plan (CMP) has been developed for review and

approval by the City of Brookline. This CMP includes the following:

▪ Description of Construction Activities

▪ Construction Management Plan

▪ Construction Logistics Plans

▪ Construction Schedule

▪ General Information

Owner

Chestnut Hill Investments, LLC

c/o Mason and Murphy Inc.

Brookline MA 02446

Phone: 617-854-8700

Contact: Rachna D. Balakrishna Esq.

Contractor



Needham, MA 02494

Rob Nunez - Project Executive

[email protected]

(781)453-2220 x 105

P r o j e c t D e s c r i p t i o n

This is six story, mixed-use building featuring 50-residential living units consisting of approximately

110,000 square feet with 2-levels of underground parking. Residential units will include (14) one-

bedrooms, (34) two-bedrooms and (2) three-bedroom units.

Upper floor apartments would feature private outdoor terraces incorporated into 1180 Boylston’s façade.

Approximately 1,000 square feet of tenant amenity space would be located on the building's ground floor.

An underground 2-level parking garage will be located on site with 69-parking spaces with the bottom floor

of the garage extending to a depth of about 23 feet below street level.

The major revisions to the project include acquiring the property at 612-614 Hammond Street along the

south side of the original site, demolishing the existing building at the property, and expanding the proposed

1180 Boylston Street building and below-grade parking to the west and south property lines of 612-614

Hammond Street.


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The following are renderings of 1180 Boylston Street:


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LEADERSHIP IN ENERGY AND ENVIRONMENTAL DESIGN

This project was designed to be LEED Certifiable with a goal of LEED Silver. Therefore, the Project will

have minimal impacts on the wind conditions, shadows, solar glare, ambient air quality, water quality,

ecosystems, noise levels, and wildlife habitats in the area.

HISTORIC INTEGRITY

The proposed Project’s exterior treatment will mimic the character of traditional apartment buildings

developed in the area by using modular brick, aluminum panels and composite siding and trim.

URBAN DESIGN

The intent of the Project’s design is to create a new mixed-use building that will restore the integrity of the

area. The Project’s design will be respectful of its surrounding context and relate to the neighboring

structures by using compatible building materials and by improving the landscaped area.

WORK HOURS & SITE LOGISTICS

Work period Time period

Typical

(Monday-Friday)

7:00 AM – 5:00 PM

Saturday 8:30 AM – 5:00 PM

It is expected that the overall construction duration should last approximately 21- months. If night

work or weekend work becomes necessary, approval shall be obtained from Town of Brookline,

Inspection Services Department (ISD), and the Office of Neighborhood Services (ONS). To provide a

safe working environment and enough work zone, Nauset Construction proposes to install jersey barriers

with integral fencing on top around the perimeter of the site along Boylston Street (Rte. 9) and will

incorporate (2) gates along Boylston. There will also be jersey barriers with integral fencing on top

around the perimeter of the site along Hammond Street and will incorporate (2) gates along Hammond

Street. The access gates along Hammond Street will allow construction vehicles and manpower to safely

enter the site during this phase of the work. We will also have a 23’ x 25’ construction “lay down /

staging area” along Hammond Street situated between the (2) gates that will also be used for crane access,

concrete pumps other trucks. During construction, we will close off the sidewalk on Hammond during

construction and have pedestrians cross the street and come back over.

Signage re-directing pedestrians around construction to Boylston St. & Hammond St. will be installed.

Additional signage directing pedestrians to the crosswalk at Boylston St. & Hammond St. will also be

installed. See attached logistics plans (Appendix A).

Nauset will utilize 6’ chain link fencing to secure the remaining portion of the site. The fencing will be

obscured with scrim fabric at all fence areas. Posted with “NO SMOKING” and “NO TRESPASSING”

signs around the entire perimeter of the secured site. Nauset will also post signage that says “SIDEWALK

CLOSED CROSS HERE” on Boylston St. & Hammond St. alerting pedestrian traffic to cross to the

opposite side of the street utilizing an existing cross walk.

Upon completion of construction, any disturbed curb, sidewalk, signage, light posts, and trees will be

restored to their existing condition or the final condition as approved by BTD and shown on the Final

Conditions Plan. All temporary signage, including parking restrictions, detour signs, and warning signs will

be removed.


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Overhead power lines that are 4’ off of the face of the building will be protected as per National Grid’s

regulations. Nauset will maintain and protect the traffic signal box located along the intersection of

Hammond and Boylston Street.

The Hammond Street traffic lane will need to be closed at times to accommodate hoisting equipment. There

will also be the need for reduced driving lanes during various boom and truck deliveries. Adequate police

details will be utilized during these operations.

Decision on Chapter 40B Comprhensive Permit Application

On March 8, 2017 the Board closed the public hearing. The Board deliberated on the application at a public

hearing held on March 20, 2017 and voted to grant comprehensive permit subject to the conditions listed

below:


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Construction Phasing & Scheduling

To minimize impacts on the surrounding roadway network and to provide a safe pedestrian environment, it

is expected that construction would occur in five overall phases:

I. Mobilization, Demolition, Site Preparation, Excavation, Earth Support, and Foundations

II. Structural Steel Erection & Wood Frame (Sequence A & B)

III. Building Envelope

IV. Building Rough MEP’S

V. Building Finish (Stack 1 and 2) and Landscaping

P H A S E I : 1 2 M o n t h s - M o b i l i z a t i o n , D e m o l i t i o n , S i t e P r e p a r a t i o n ,

E x c a v a t i o n , E a r t h S u p p o r t , a n d F o u n d a t i o n s ( r e f . C M P - 0 0 2 - 0 0 3 )

DURATION: 12 Months (February 2020 – February 2021)

Phase I involves the following:

▪ Mobilize, survey & erosion control

▪ Demolishing the existing building on site and its foundation

▪ Site preparations (foundation layout, earth support, dewatering)

▪ Install earth support

▪ Install Foundations

Phase I work will include an early start with cut and cap occurring towards the end of November of this

year followed by the proper erosion control and the demotion of the existing structure - (Reference

Appendix A for site Logistics). We anticipate having the demolition completed with debris removed by

mid-January 2020. Tracking pads will be installed along Boylston and Hammond Street to reduce dirt

making its way into the road. Once the demolition is complete, we’ll schedule Eversource to relocate the

over-head power wires. Following this work, Nauset will proceed with site mobilization, survey and setting

up erosion control in order to properly protect the site in order to commence with the hard construction

start. We anticipate this work to start in early February of next year. Once the overhead power lines are

moved, we will be mobilize the Earthwork Subcontractor and Pile Driving Subcontractor in order to

commence with the Secant Pile Driving installation and Mini-Pile installation which will take about 2.5

months to complete. Following this work, we’ll set up the dewatering system in order to dewater the site

prior to bulk excavation. We do expect to hit ledge and have allocated about 4-months for ledge removal.

The proper permitting and coordination with the DPW and the Environmental contractor will dictate what

the dewatering requirements will be. Once the site preparation is complete, we’ll place the Mat Slab in area

1, 2 and 3 followed by the foundation walls in area 1, 2 and 3. We’ll finish the foundation walls (area 3) by

early February 2021.

We will utilize a crane to erect the steel and the location will be as shown on the site logistics plan (Appendix

A). we will utilize Police Details as required to ensure vehicular, workers and pedestrian safety.

P H A S E I I : S t r u c t u r a l S t e e l E r e c t i o n , S l a b o n D e c k & Wo o d F r a m e

( S e q u e n c e A & B ) ( r e f . C M P 0 0 3 - 0 0 6 )

DURATION: 8-Months (March 2021 –October 2021)


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Following the Demolition, Site Preparation Concrete Foundations, we’ll commence with the Structural

Steel, Slab on Deck and Wood Framing sequences of work (Reference Appendix A for the site logistics).

We will utilize a crane to erect the steel and the location will be as shown on the site logistics plan

(Appendix A). We will start Structural Steel erection at sequence 1 in early March (2021) followed by

sequence 2 in early April followed by sequence 3 in late April. All Structural Steel will be installed by

late May 2021. Following the Structural Steel, we will commence with the Slab-on-Deck at areas 1, 2 &

3. Area 1 will start in early April (2021) and area 3 will finish in late June (2021). We will be starting the

Wood Framing in sequence A (level 2) and continuing up through level 6 towards the end of May (2021)

followed by sequence B (level 2 through 6). The wood framing activities should be complete by the end

of October 2021. Staging the crane on site along with the delivery trailer (for the rough carpentry) on site

reduces the impacts to the immediate area. Police detail officers will continue to be required to hold

vehicular and pedestrian traffic while the trucks are entering and exiting the site.

P H A S E I I I : B u i l d i n g E n v e l o p e “ W e a t h e r T i g h t ” ( r e f . C M P - 0 0 6 - 0 0 9 )

DURATION: 9-Months (September 2021 – June 2022)

Phase III involves installing the exterior façade and roof in order to get the building “weather tight” in order

to commence with rough the mechanical trades. To complete this phase, a mobile crane, delivery trucks,

and other support equipment will be used. We expect the roof (sequence A and B) to be fully installed by

December 2021. All staging including fence, gates, barriers, and signage will remain from phase I. Trucks

will enter and exit the site via Boylston Street (Gate A). Police detail officers will continue to be required

to hold vehicular and pedestrian traffic while the trucks are entering and exiting the site. Lifts and staging

will be utilized to access all elevations. The lifts and staging for this work will be on site and will not

interfere with traffic or pedestrian safety. Once the building is weather tight, we will continue with the

exterior cementitious siding and metal panel installation on the exterior of the building which will continue

into early June 2022.

P H A S E I V: B u i l d i n g R o u g h M E P ’ s ( r e f . C M P - 0 0 9 - 0 11 )

DURATION: 8-Months (August 2021 – March 2022)

Phase IV involves rough HVAC, Plumbing, Fire Protection and Electrical work. Police Detail Officers will

continue to be required to hold vehicular and pedestrian traffic while the trucks are entering and exiting the

site. Building rough mechanicals will start on the lower level 2 and 1 before working our way to stack 1

(floor 2) and continue with rough up through 6th floor. The stack 2 rough will overlap with stack 1 and will

continue up through the 6th floor as well. We are currently anticipating stack 1 will be inspected by mid-

March 2022 and stack 2 will be inspected by the end of March-2022.

P H A S E V: B u i l d i n g F i n i s h a n d L a n d s c a p e ( s o f t a n d h a r d s c a p e ) ( r e f .

C M P - 0 11 - 0 1 7 )

DURATION: 8-Months (December 2021 – July 2022)

Phase-V involves installing all interior features and finishes as well as exterior landscaping with softscape

and hardscape. We expect commence with the finishes shortly after the rough mechanicals are signed off

on each floor starting with the second floors and continuing up through the 6th floor. The installation of

finishes will follow the rough (Stack 1 & 2). We expect to be substantially complete with the stack 1

finishes (floor 6) in June 2022. Stack 2 finishes will be completed in early July 2022. The landscaping


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and exterior site improvements will start in early July of 2022 along with the installation of pavers and

we’ll finish the exterior with final plantings, loam and seed. To complete this phase, a mobile crane,

delivery trucks, and other support equipment will be used. All staging including fence, gates, barriers,

and signage will remain from phase I. Police detail officers will continue to be required to hold vehicular

and pedestrian traffic while the trucks are entering and exiting the site. We anticipate getting the

Certificate of Occupancy on July 13, 2022. Upon completion of construction, any disturbed curb,

sidewalk, signage, light posts, and trees will be restored to their existing condition or the final condition

as approved by Town of Brookline and shown on the Final Conditions Plan. All temporary signage,

including parking restrictions, detour signs, and warning signs will be removed and stacked.

O v e r a l l S c h e d u l e

Key construction activities and approximate time periods are summarized below and on the attached

CMP. Each phase will overlap with the following phase.

Phase Time Period Duration

I. Mobilization, Demolition, Site

Preparation, Excavation, Earth

Support, and Foundations

February 2020 – February 2021 12-Months

II. Structural Steel Erection,

Slab on Deck & Wood Frame

March 2021 – October 2021 8-Months

III. Building Envelope “Weather

Tight”

September 2021 – June 2022 9-Months

IV. Building Rough MEP’s August 2021 – March 2022 8-Months

V. Building Finish and

Landscape

December 2021 – July 2022 8-Months

Street Occupancies

The street occupancies are limited to Hammond Street and Boylston Street. Throughout the duration of

construction, street occupancies will be affected by the following construction equipment.

▪ Reflectorized Construction Drums

▪ Reflective Traffic Cones

▪ Temporary Wheelchair Ramps

▪ Pedestrian Detour Signage

Preconstruction & Survey / Construction Monitoring

Nauset Construction will meet with the Town of Brookline Building Department & City Officials to review

construction procedures and to finalize all details of this CMP plan prior to any work beginning on-site.

Two weeks prior to mobilization of any subcontractor, the Project Manager and onsite Foreman are required

to attend a preconstruction meeting. At this meeting the subcontractor’s personnel review, along with other

topics, these key project specific items to ensure a successful project for all trades. These key specifics are

as follows:

1) Subcontractor orientation of the project (work hours, truck routes, parking etc.)


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2) Specific scope of work is reviewed for content and execution.

3) The project schedule is reviewed for complete acceptance and understanding of expectations and

project phasing logic.

4) Safety and housekeeping requirements

Nauset will perform pre- and post-construction conditions surveys to document the existing conditions of

the adjacent buildings within 100 feet of the proposed construction. Crack gages will be installed at

representative cracks observed in the adjacent structures during the pre-construction surveys. Buildings

within 100 feet of the proposed construction will be monitored for construction induced vibrations and

movements. The proposed building will be constructed immediately adjacent to buildings and retaining

walls of abutting properties. If as-built foundation drawings of these structures cannot be located, the

contractor will perform test pits or probes to expose and/or locate the foundations of these structures to

evaluate if they will interfere with the proposed construction, to evaluate the condition of the foundations,

and to evaluate construction impacts on the structures.

Perimeter Protection/ Public Safety

Nauset Construction will work to ensure the staging areas minimize impact to pedestrian and vehicular

flow. Secure fencing and barricades will be used to isolate construction areas from pedestrian traffic around

the site. In addition, sidewalk areas and walkways near construction activities will be well marked to protect

pedestrians and ensure their safety.

Proper signage as required by BTD will be installed and regularly updated as site conditions change during

the construction process. Police detail officers will be provided during all construction activities to facilitate

traffic flow and pedestrian safety. Construction procedures will be designed to meet all Occupational Safety

and Health Administration (OSHA) safety standards for specific site construction activities.

Safety on Site

All subcontractors working on site shall provide and maintain all safety measures, procedures, and

documentation as required by governing agencies. The jobsite will be enclosed by temporary fencing.

Nauset Constrcution will meet with City Officials to review the proposed traffic management plan to ensure

acceptance and compliance with local jurisdiction. Prior to the start of work by any subcontractor, a

Hazardous Risk Assessment Plan is reviewed. During this review all potential hazardous work requirements

and the safety plans required to mitigate these risks are confirmed. Construction procedures will be designed

to meet all Occupational Safety and Health Administration (OSHA) safety standards for specific site

construction activities. With the support of Nauset Construction, all subcontractors will implement and

manage their own Health and Safety program for the project. All site personnel will be subject to follow

the safety orientation and identification guidelines and processes established by Nauset Construction.

Access to the site for emergency vehicles will be maintained at all times with a dedicated and marked point

of access. All other site points of access will be maintained for a secondary access as needed. The proposed

site logistic are designed to isolate the construction while providing safe access for pedestrians and

automobiles during normal day to day activities and emergencies.

Job site safety is paramount to the success of every project. As part of our due diligence to create a safe

job site, Nauset partners with Contractor’s Rick Management, Inc. (CRM), a third-party construction safety

company that provides objective and extremely thorough site inspections at all Nauset’s projects on a


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routine (regular) basis. After each site inspection, CRM will issue a detailed safety report that is distributed

to the field and office for review and record. Any deficiencies noted are immediately corrected. Although

these reports provide a baseline for tracking safety performance, their main objective is to create a safe

working environment for all parties working in or adjacent to the construction site.

All Nauset’s field staff are required to attend quarterly safety training classes provided by outside

consultants and Nauset’s Director of Safety and are required to maintain updated CPR and First Aid

certificates and 30-hour OSHA Safety certifications.

In addition to performing daily site safety inspections, Nauset’s Superintendent will conduct weekly “Tool-

Box” safety meetings with all Subcontractors to review sample hazards and safety protocol on site.

Specific to the 1180 Boylston project, the following is a brief overview of specific safety measures that will

be enforced during construction:

Public safety measures include the following:

• Nauset shall keep all public and private roads and walks clear of debris.

• Nauset shall always keep all access roads and fire lanes open and accessible.

• All apparatus, storage of materials, and construction operations shall be confined within the fenced

(secured) areas of the work zone. The site perimeter fencing access gates shall be locked after each

work-day. In addition to the above, Nauset’s Superintendent shall inspect the site fencing daily to

ensure that the fencing remains secured and in good condition. Damaged fencing shall be replaced

immediately.

Worker safety measures include the following:

• All work shall be performed in accordance with the latest OSHA standards, rules and regulations.

• Openings in floors, roofs and walls shall be properly protected during each work day using

temporary railings, plywood, temporary doors, barricades or the like.

• Nauset will strictly enforce a no smoking policy on the jobsite

• Nauset will strictly enforce a no radio policy

• Nauset shall take all necessary precautions for the prevention of fire during construction.

Combustible materials shall be stored on the site in a manner approved by the Owner and Architect.

• Fire extinguishers shall be maintained and located at each stairway and/or primary path of egress.

• A fully stocked first aid kit shall be maintained in Nauset’s Field Office.

• Staging shall be inspected daily prior to use by Nauset’s Field Superintendent. All staging, hoisting

and scaffolding used on this project shall comply in all respects with OSHA regulations.

• Nauset will insure that the construction zone remains free of trash and loose debris – all materials

will be legally disposed of in a dumpster daily.

• Proper clothing and protective gear shall always be worn in accordance with OSHA.

• Nauset will insure that all workers conduct themselves professionally while on the Concord Ave.

grounds. The use of illegal substances, marijuana or alcohol is strictly prohibited and will be

enforced.

Signage & Distribution of Information

Signage will direct pedestrians around the site as well as direct truck traffic and deliveries. Proper

signage will be placed at every corner of the site as well as in those areas that may be confusing to

pedestrians and automobile traffic. Construction and regulatory signage shall be provided as shown on


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the CMP. The construction site shall have a sign installed that shall list the name of construction

company/general contractor, and their contact information including the phone number. This sign shall

be clearly visible to enable the public to call with any questions or concerns.

Abutter & Agency Cooridnation

Nauset Construction recognizes the challenges of building construction in an urban setting and the

importance of responding to the needs of adjacent businesses and residents. The abutting properties shall

be informed of the scheduled start of demolition and construction, and will be updated on the development

during its construction.

Trucks will access the site via Boylston Street. All deliveries requiring trucks to back up to access either

gate shall be limited to the hours of 7:00 am to 5:00 pm. During this phase, all material loading will occur

on site. Police detail officers will be required to hold vehicular and pedestrian traffic while the trucks are

entering and exiting the site. As appropriate, Nauset Construction will coordinate construction activities

with the Town of Brookline and other ongoing construction projects in the area to help minimize the impacts

to the community as shown in Appendix A.

Protection of Existing Structures

A Secant pile system will be designed given the expected site conditions and depth of the proposed lower

level areas. It is not anticipated that underpinning of existing construction will be necessary as the Secant

pile system will supply the necessary lateral support and stabilization for the existing buildings.

Depending on the sequence of excavation and construction, the walls will be propped at various levels

using temporary and permanent propping elements. Building regulation approval shall be obtained prior

to the commencement of works on site. The work is to be carried out to the approval and satisfaction of

the Building department.

NFPA 241 Construction Fire Safety Plan

As construction continues in the Town of Brookline, fire hazards and safety have become a greater issue.

As such, NFPA 241 Construction Fire Safety Plans are required to be submitted to the Brookline Fire

Department prior to construction. As appropriate, Nauset Construction will submit the NFPA 241 plans to

the Brookline Fire Department. All work will follow the requirements of NFPA 241 and authorities having

jurisdiction. Nauset’s QA – QC along with the Project Superintendent will be responsible to oversee this

program. Nauset will have postings in the building regarding the “place of assembly” that will be on the

exterior of the building. Fire Extinguishers will be located throughout the buildings per OSHA standards

and expectations. In the event of a fire in the facility, Nauset will sound an air horn (3 short blasts) to notify

employees of the emergency. Nauset will post an evacuation plan at each entrance to each building as

well. Nauset will install the mandatory temporary fire department standpipe as soon as we are able to.

Material Handling/ Construction Waste

Nauset Construction will take an active role in regard to the processing and recycling of construction waste

and will have in-place a Construction Waste Management Plan (CWMP) for the project. The CWMP will

require Nauset Construction to contract with a licensed waste hauler that has off-site sorting capabilities.

All construction debris will be taken off site by the waste hauler, sorted as either recycled debris or waste

debris and sent to the proper recycling center or waste facility.


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Construction debris shall be wetted and covered to minimize air born dust particles. During site

development activities, it is anticipated that on-site refueling of machinery will be required. The site

contractor will obtain the necessary onsite refueling permit prior to commencing site development

activities. Fuel will likely be needed for temporary heat on the interior of the buildings and/or the exterior

façade and the appropriate permits/inspections will be obtained from the plumbing inspector and fire

department.

The following is a typical Waste Management Plan assembled by Waste Management:

of Massachusetts, Inc. 135 Bremen Street, Boston MA 02128

Construction Waste Management Plan Project Site Location: PROJECT ADDRESS:

1180 Boylston Street

Brookline MA

Prepared On: July 6, 2019

Submitted To: Nauset Construction Corp.

10 Kearney Rd. (Suite 307)

Needham, MA 02494

P: 781-453-2220

Summary of Goals:

• This project has been given the requirements to meet or exceed a 75% recycling rate.

• Calculations are to be done by weight.

• The project’s goal is to achieve 2 LEED points in the Materials and Resources category,

specifically MR Credit 2 for new construction.

Containers to be provided & materials to be separated on site:

• Waste Management will be providing containers for mixed demolition waste during demolition

(if needed) and for mixed construction waste during construction. Material will be hauled to Waste

Management’s construction waste processing facility located in Raynham Massachusetts. We will use

the average recycling rate of the facility to determine the recycling rate for these containers. Our

recycling rate at the facility is currently 85.6%. See procedure below:

Procedure: The Raynham Processing Facility has adopted the following processes: 1. The material is inspected for unacceptable materials (asbestos etc.).


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2. The material is gross picked for gypsum, large pieces of metal, and ABC (asphalt, brick, and

concrete). Rejected bulky waste is removed.

3. The material is pushed up into a pile and loaded into a slow speed shredder for size reduction

(24” minus).

4. 3” minus (C&D Fines) are then screened out via a taper-slot screening plant and loaded into

trailers for transport.

5. A cross belt magnet removes ferrous metals from the 3” material.

6. 6” to 24” material is conveyed to a picking station where wood, metal, cardboard, and ABC is

removed for recycling and/or disposal. • Waste Management can also provide containers for materials to be separated on site. These

containers will complement the mixed construction waste containers in an effort to further increase

the recycling rate on the project and reduce the cost of construction & demolition materials disposal.

If desired, one or more site separated material containers could be on site throughout the project, and

the material to be site separated will be dependent on the phase of the job. An example includes

gypsum during the wallboard phase or concrete during the demolition phase of the project.

• Materials to be source separated on site could include:

o Scraps from Gypsum Wallboard

o Metals

o Clean Dimensional Lumber

o Asphalt, Brick and Concrete (ABC)

o Cardboard

Facilities that materials will be sent to: • Mixed Construction & Demolition Waste will be sent to - Waste Management of Raynham’s

Construction & Demolition Processing Center.

• Clean Gypsum Wallboard will be sent to - Gypsum Recycling America

• Clean Metal Loads will be sent to - Prospect Iron & Steel Corp.

• Clean Dimensional Lumber will be sent to – Landscape Express, Inc.

• Asphalt, Brick and Concrete materials will be sent to - CJ Mabardy, Inc.

• Cardboard will be sent to – FCR

Further information regarding the disposal or recycling of materials: • Contaminated and/or wet gypsum and bulky waste is disposed of at Waste Management landfills

in Massachusetts.

• Processed cover material (fines, 3-inch minus) is permitted for use and delivered to Waste

Management landfills in Massachusetts and used as alternate daily cover.

• Tonnage derived from materials such as hazardous waste, soil and/or land clearing will be tracked

separately.

Load tracking and reporting procedures: • Waste Management offers you access to our exclusive, online Recycling and Diversion Tracking

System.

• This will enable you to chart your progress, track diversion rates and weight and create reports

24/7, as desired.

• I’ve attached additional information for you to review as it applies to the program.

Prepared By: Mark Ouellette

Construction Services Account Manager

Waste Management of Massachusetts, Inc.

26 Patriot Place (Suite 300)


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Foxboro, MA 02035

P: 508-726-5110

Dumpster Location & Loading

Dumpsters will be located within the construction staging area. Dumpsters will be secured with odor and

dust control measures and will have proper Fire Department permits. Dumpster pick-ups to be done during

normal construction hours and will avoid peak traffic periods. Loading and unloading of the dumpsters

will take place with-in the proposed fence areas.

Emergency Vehicle Access

Access to the site for emergency vehicles will be maintained at all times. The proposed staging plan is

designed to isolate the construction while providing safe access for pedestrians and automobiles during

normal day to day activities and emergencies. All construction material delivery trucks will be loaded and

unloaded inside the construction fence (if possible) throughout the course of the project. Trucks and

equipment will follow the designated truck route and be staged at the designated areas on the CMP.

Utility Connections

There will be multiple utility connections on this project, most utilities will be located onsite, but some may

affect Boylston & Hammond Street. All utility connections will require coordination with each respective

utility company and the Town of Brookline Engineering Department and Brookline Water and Sewer

Commission. Road closures and street opening permits will be submitted for approval accordingly prior to

the start of each task. All right-of-way utility work will conform to the Town of Brookline’s utility standards

and moratorium dates respectfully and as indicated per Town of Brookline.

Truck Movement During Construction

Trucks are needed for material removal and delivery from and to the site as the project proceeds. Truck

traffic related to this construction site shall vary considerably throughout the construction period. The

impact of construction trucks in the evening peak hour is expected to be insignificant because most

deliveries are completed prior to the end of the typical work day (3:00 PM). Trucks coming to and from

the site are required to use major arterial roadways or highways and not local streets. The selection of

proposed truck routes is based on the following criteria:

▪ Minimizing truck activity in the residential neighborhoods;

▪ Designating specific roads where trucks are permitted; and

▪ Providing access to and from the major arteries (e.g. Interstate 93, 90)


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Trucks accessing the site will follow the following routes:

FROM RTE. 128:


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FROM INTERSTATE 93 (North or South):


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Construction Worker and Staff Parking

Trip Generation by construction workers is directly related to the number of workers of the site at a given

time. The number of workers per day will vary as construction proceeds. Over the entire construction

period, the average number of workers per day will be approximately 25. The project has access to public

transportation and most workers will use one of the many transit options. On-site parking by construction

workers is not allowed. Any personal vehicles will be restricted from parking at or around the construction

site so as to reduce the impact to residential parking. Due to the proximity of public transit systems,

employees will be encouraged to use the Public Transportation 1180 Boylston Street is a seven minute walk

from the D Green Line D at the Chestnut Hill stop. This location is in the Chestnut Hill neighborhood in

Newton. Nauset will also encourage carpooling as well. In addition to these factors, construction workers

generally travel before the morning peak hour further lessening the impact that these workers will have on

the adjacent street network during the morning and evening peak hours.

Street Cleaning

Street cleaning will take place or as required (see dust control and snow removal sections below for more

information).

Construction Erosion & Sediment Control Management Practices

Prior to Commencement of Construction, Nauset shall provide the Director of Engineering and

Transportation with plans showing that no erosion from the site will cause deposition of soil or sediment

upon adjacent properties or public ways. A stormwater management plan, erosion and sediment control

will be developed. Dewatering as required and disposal according to and in compliance with Brookline

regulations. Further evaluation of the site may require a WellPoint system or deep well system. Part of

the plan will include, drop Inlet protection, silt fence, hay bales, gravel construction entrances,

containment areas for concrete equipment washouts, perimeter erosion and sediment control practices,

develop construction entrance protocol, logistic plan, and site fencing.

Dust Control

Construction activities generate dust that will result in localized increases in airborne particulate levels.

To reduce emissions of fugitive dust and minimize impacts on the local environment, strictly enforced

mitigation measures will be employed, including:

▪ Wetting agents will be used regularly to control and suppress dust that may come from

construction activities.

▪ Trucks used for the transportation of construction debris will be covered before exiting the project

site.

▪ Streets and sidewalks will be cleaned regularly using mechanical street sweepers to minimize

accumulations.

▪ Trucks tires shall be hosed down prior to entering public streets.

Snow Removal

Nauset Construction shall be responsible for removing snow from all public sidewalk affected by their

work. This will be done daily and continuously to ensure that all sidewalks are clear of snow and ice.

Under no condition will the removed snow be disposed of on public property.


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Rodent Control

The Town of Brookline has declared that the infestation of rodents in the Town is a serious problem. In

order to control this infestation, the City enforces the requirements established under the Massachusetts

State Sanitary Code, Chapter 11, 105 CMR 410.550 and the State Building Code, Section 108.6. Policy

Number 87-4 (City of Cambridge) established that extermination of rodents shall be required for issuance

of permits for demolition, excavation, foundation and basement rehabilitation.

Nauset Construction will implement a rodent control program to be administered by a licensed pest control

contractor. Rodent control measures will be in-place prior to, during, and following construction activities.

The program will include performance of extermination and control procedures on a biweekly basis, and

the placement of tamper resistant bait boxes around the perimeter of the site. Nauste shall engage a pest

control operator who holds a license issued by The Massachusetts Department of Food and Agriculture and

is certified by the Town of Brookline.

Noise and Odor Control

A significant effort will be made to minimize the noise impact of the Project’s construction activities.

Mitigation measures to be undertaken will include:

▪ Using mufflers on equipment and ongoing maintenance of intake and exhaust mufflers.

▪ Use of low sulfur fuels.

▪ Using less noisy specific construction operations and techniques where feasible (e.g., mixing

concrete off-site instead of on-site.)

▪ Scheduling equipment operations to keep average levels low, to synchronize noisiest operations

with times of highest ambient levels, and to maintain relatively uniform noise levels.

▪ Turning off idling equipment.

▪ Utilize saw-cutting methods in lieu of jack hammering where feasible.

▪ Use of a mobile crane for steel erection will reduce street noise associated with truck-mounted-

equipment, where practical. Possible off-hours loading only of the project to reduce traffic during

the day. All off hour work will be per Town of Brookline requirements and permitted as

required. ISD, BTD, and the Office of Neighborhood Services (ONS) will be notified of all off-

hour work.

On-site Dewatering

Site dewatering is expected used and will be in accordance with the applicable stormwater pollution

prevention plan (SWPPP) or National Pollutant Discharge Elimination System (NPDES) requirements for

sedimentation control. Groundwater levels will be monitored during the construction process.

Emergency Contacts

A 24-hour emergency contact list will be provided to all parties involved in the project prior to start of

construction and maintained throughout construction.


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Nauset Construction Key Personnel Listing - In the event of an emergency, the following people shall be

contacted:

A. Scott Southwick

General Superintendent



Needham, MA 02494

339.237.8775

B. Robert Nunez

Project Executive



Needham, MA 02494

781.453.2220 x 105

C. Ben Goldfarb

Vice President



Needham, MA 02494

781.453.2220 x 103

D. Bob Leach

General Superintendent



Needham, MA 02494

401-742-3481

Signatures and Approvals

Submitted by: Approved by:

Nauset Construction Corp. Town of Brookline

________________________ ___________________________

Signature Signature

________________________ ___________________________

Date Date


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Appendix A –

Site Logistics - Demolition


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Site Logistics - Foundation (Excavation, S.O.E 7 Concrete)


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Site Logistics - Framing


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Site Logistics - Finishes


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Appendix B –

Project Schedule


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Construction Management Plan 1180 Boylston Street Residences

Documents

Transcript of Construction Management Plan 1180 Boylston Street Residences