-I 515 Grove Street Suite 18 Haddon Heights, NJ 08035 T: 856-547-0505 F: 856-547-9174 PROJECT MANUAL CITY OF MILLVILLE EMERGENCY STRUCTURAL DEMOLITION 109 EAST MAIN STREET CITY OF MILLVILLE, CUMBERLAND COUNTY, NJ OWNER: City of Millviile 12 South High Street Millville, New Jersey 08332 Hugh J. Dougherty, P.E. New Jersey License No. GE434634 PROJ. N0. 78007 April 20, 2018 A TABLE OF CONTENTS DOCUMENT SUMMARY 1 LIST OF APPEN DICES APPENDIX A: PENNONI -STRUCTURAL - STRUCTURAL EVALUATION - STRUCTURAL ASSESSMENT REPORT - DEMOLITION PLAN AND NOTES - SITE SAFETY DEMOLITION PLAN REVIEW APPENDIX B: PENNONI - ENVIRONMENTAL - EMERGENCY DEMOLITION COVER LETTER TO THE NEW JERSEY DEPT. OF LABOR (NJDOL) - ASBESTOS ABATEMENT AND HAZARDOUS MATERIAL REMOVAL WORK PLAN APPENDIX C: EXCAVATION - DEMOLITION PROPOSAL, SCOPE AND FEE - DEMOLITION MEANS METHODS AND SITE SAFETY DEMOLITION PLAN APPENDIX D: BRICK INDUSTRIES INCORPORATED - ASBESTOS ABATEMENT PROPOSAL, SCOPE AND FEE - NOTIFICATION OF ASBESTOS ABATEMENT AND APPROVAL FROM THE DOL Cl-vr?' 3 L: misc". lww'il?? NI C3035 511/135-va '2-17 9174 vuaiwupzz'inoni.com April 20, 2018 Michael Santigo, Mayor City of Millville 12 South High Street Millville, NJ 08332 RE: City of Millville Project Documents Summary 109 East Main Street Demolition Dear Mr. Mayor: The following report summarizes the documents prepared and provided in support of the demolition of 109 East Main Street. PENNONI - STRUCTURAL On Tuesday March 27, 2018, structural engineers from Pennoni performed an inspection of the properties at 109 and 105 East Main Street in Millville, New Jersey. The purpose of the inspection was to determine if 109 East Main Street could be safely demolished without impacting the adjacent properties. Our inspection of 109 East Main Street determined that the current condition of the structure represents a life safety hazard. It was recommended that until the building is demolished 105 and 103 East Main Street and the surrounding area remain cordoned off and evacuated. Pennoni documented these findings in a letter to the City dated March 2018, and followed up with a comprehensive structural condition assessment report dated April 2018. In this report, it was concluded that the building had been compromised and it presents a potential life safety hazard due to the substantial potential for collapse of the structure (See Appendix A). Based on the findings of our report, the City engaged Pennoni to prepare demolition bid plans which would include technical specifications as general notes on the drawings for the subject building (See Appendix A). Pennoni also reviewed/coordinated the demolition means and methods, and Site Safety Demolition Plan prepared by Perryman?s Excavating (demolition contractor) in compliance with OSHA Standards (See Appendix A). Pennoni will also provide on-site inspections to monitor the safe demolition of the structure. PENNONI - ENVIRONMENTAL Due to the age of the existing building at 109 East State Street, an asbestos building investigation was recommended. However, since the building is structurally unsound, an investigation cannot be completed to satisfy the applicable OSHA, EPA and NJDOL regulations. According to these agency regulations, if the building materials cannot be confirmed non-asbestos, then all materials must be treated as asbestos-containing and handled accordingly during demolition. Prior to demolition, a licensed abatement contractor must submit a 10-day notification to the NJDOL and since the building has been deemed in danger of collapse, Pennoni provided a waiver request of the 10~day waiting in ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON EXTENSIONS OF THE PROJECT OR ON ANYOTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM. Ii April 20, 2018 Page 2 City of Millville 109 East Main Street Demolition period to the NJDOL and accompanied this request with an Asbestos Abatement and Hazardous Material Removal Work Pla (See Appendix B). EXCAVATING Perryman's Excavating (Perryman) has been engaged by the City to perform the demolition (See Appendix C). Prior to demolition, Perryman provided security fencing and Jersey barriers around the surrounding area and large containment walls at the front and rear of the building to protect the public from any potential collapse or falling debris. As stated above, Pennoni provided 3 Demolition Plan for Perryman's use in preparing demolition means and methods as well as a Site Safety Demolition Plan to be coordinated and reviewed by Pennoni (See Appendix C). BRICK INDUSTRIES INCORPORATED To satisfy the aforementioned OSHA, EPA and NJDOL regulations, Brick industries Incorporated (Brick) was subcontracted by the demolition contractor, Perryman, and named as the asbestos abatement contractor for the demolition project (See Appendix D). Brick has submitted the required Noti?cation of Asbestos Abatement concurrently with Pennoni's asbestos abatement work plan and 10-day notification waiver request to the NJDOL. The waiver was successfully approved by the NJDOL (See Appendix D). Should you have any questions regarding this summary or the attachments in the accompanying appendices, please contact our of?ce immediately. Sincerely, PENNONI ASSOCIATES Hugh Daugherty, PE, CME Edward F. Farrell l, Vice President Project Engineer Cc: Brian Prohowich, City Engineer - Emergency Structural Evaluation\DOC PREP\Oemolition Project Documents Summary.docx I 9?3 3 APPENDIX A - STRUCTURAL EVALUATION - STRUCTURAL ASSESSMENT REPORT - DEMOLITION PLAN AND NOTES - SITE SAFETY DEMOLITION PLAN REVIEW a 515 Grove Street - Suite 18 Pennoni Haddon Heights, NJ 08035 I: 856-547-0505 - mass-5479174 March 29, 2018 Michael Santiago, Mayor City of Millville 12 South High Street Millville, NJ 08332 RE: City of Millville 109 E. Main Street Structural Evaluation Dear Mayor Santiago: On Tuesday March 27,2018, structural engineers from Pennoni performed an inspection ofthe properties at 109 and 105 East Main Street in Millville, New Jersey. The purpose of the inspection was to determine if 109 East Main Street could be safely demolished without impacting the adjacent properties. Upon our arrival, barricades and street closures had been performed surrounding the project site, and the 105 and 103 East Main Street properties had been evacuated. Our inspection of 109 East Main Street determined that these actions were appropriate, as the current condition of the structure represents a serious life safety hazard. Specifically, the east facing, load bearing masonry wall of 109 East Main Street has significantly deteriorated and displaced. In our professional opinion, the building is in danger of collapse and should be demolished. Until the building is demolished, the immediate surrounding area and adjacent buildings, including 105 and 103 East Main Street, should remain cordoned off and evacuated. Should you have any questions or require additional information regarding this matter, please contact our office immediately. Sincerely, ASSOCIATES \Cu- [at] We/ Hugh Dougherty, PE, CME Edward F. Far PE, CME Vice President Cc: Brian Prohowich, City Engineer A - Emergency Structural Main Street Structural Evaluation.docx 51?: Grove Stout Suite 18 Hmtdun Heights, Ni 0505) 856-547-0505 856-541-9174 com April 10, 2018 MVP BX18007 Michael Santiago, Mayor City of Millville 12 South High Street Millville, NJ 08332 RE: 109 East Main Street Assessment City of Millville, New Jersey Dear Mayor Santiago: The following report summarizes the structural analysis of the existing structures in the vicinity of 109 East Main Street in the City of Millville, New Jersey. SCOPE OF SERVICES On Tuesday March 27, 2018, structural engineers from Pennoni performed an inspection of the properties at 109 and 105 East Main Street in Millville, New Jersey. The purpose of the inspection was to offer an opinion whether if 109 East Main Street could be safely demolished without impacting the adjacent properties, and to assess the need for the demolition of 109 East Main Street. Upon our arrival, barricades and street closures had been performed surrounding the project site, and the 105 and 103 East Main Street properties had been evacuated. INTRODUCTION The purpose of this report is to systematically describe the structure, document observations, analyze the findings, and make recommendations for the demoliltion repair and rehabilitation of the existing structures. The following sections of this report (Description, Observation, Analysis and Conclusions and Recommendations) address the current state of the existing structures and include recommendations that may contribute to extending the service life of the structures, if feasible. DESCRIPTION OF STRUCTURE The existing building at 109 East Main Street is a three story structure constructed with lumber floor framing and load bearing masonry walls. The existing load bearing masonry walls are thought to be 12 to 16 inches thick. Timber floor beams span east-west in the building (parallel to Main Street), which means that the east and west walls of the building carry the majority of vertical loads of the building. There is some structural steel utilized in the building, although the exact nature and purpose of that steel structure was not immediately clear during the limited investigation of the A .3 1? April 10, 2018 Page 2 Michael Santiago, Mayor 109 East Mam Street Demolition building. The below grade basement walls are constructed with a combination of load bearing rubble stone walls and cast in place concrete. OBSERVATIONS Our inspection of the property revealed significant deterioration of the structure, as described below: 1. Several large vertical cracks were noted on the eastern and western masonry walls, near the north, or front face ofthe building, see photo below. Note that the masonry walls are covered with an EIFS or plaster finish. Cracks have propagated through the finish, thus making them visible from the exterior of the building. April 10, 2018 Page 3 Michael Santiago, Mayor 109 Fast Main Street Demolition 2. Several large vertical and diagonal cracks also appeared near the top of the south, or rear masonry wall, see photo below. 3. In the basement of the property, the ground floor wood joists framing into the perimeter basement walls exhibited signi?cant deterioration and loss of cross sectional area due to decay, see photo below. April 10, 7.018 Page A {\lirhnr?l Swing.) 109 Last Mam 4. The most significant observation that Pennoni encountered during the inspection was the significantly displaced masonry load bearing wall on the east face of the building. The wall is displaced several inches from plumb, resulting in a large horizontal crack extending approximately one half the building length. The location of the crack/displacement is approximately 2-feet above grade. The brick at this location was crumbling and falling onto the pavement surface, see photos below. April 10, 2.018 Page 5 Michael .380!me Mayor 51.! On the interior of the building at this same location, the displacement has resulted in a separation of finishes. It could be seen that the interior side ofthe brick wall was also severely deteriorated and was crumbling within the wall cavity, see photo below. ANALYSIS and CONCLUSIONS The deterioration of the building structure is more than likely due to water ingress issues and resulting freeze/thaw deterioration of the structure. The existing finish and lack of regular maintenance likely also contributed to the deterioration of the walls by allowing moisture to remain trapped against the brick masonry wall. The result of the moisture infiltration has also resulted in damage to existing floor members, as seen in the photo under Observation As the masonry walls deteriorated, displacement of the structure has resulted as walls were no longer able to support imposed loads. The large outward displacement of the east wall documented in Observation #4 significantly reduces the ability of this wall to support loads. Unreinforced brick masonry walls do not have significant out of plane bending capacity, therefore as the wall diSplaces outward, vertical loads that impose bending moments as a result of the eccentricity of the vertical April 10, 2018 Page 6 Michael Santiago, Mayor 109 East Main Street Demolition load from the centroid of the wall will tend to cause large increases in stresses. Therefore, as the wall displaces further, the load carrying capacity of the wall is greatly reduced to the point where the self-weight of the structure can no longer be supported. This could result in a sudden and unforeseen partial or complete collapse of the structure. This is also a likely explanation for the vertical cracks observed near the north face of the building. As the eastern wall displaced out of plane and could no longer support vertical loads, natural arching action of the wall transmitted vertical loads around the failed section of wall. As a result, large horizontal forces are imposed on the surrounding walls. Since the wall on the north face of the building does not have a significant capacity to resist these horizontal forces, the result is an outward displacement ofthe entire front wall of the building, which results in vertical cracks on both the west and east walls near the front of the building. Therefore, it is our professional opinion the load bearing elements of the existing building have been compromised and are no longer able to support minimum Code required loads. Furthermore, the signi?cant displacement of the masonry wall on the east face of the building presents a potential life safety hazard due to the substantial potential for collapse of the structure. RECOMMENDATIONS During conversations with the City that occurred during the site visit on March 27, and in a subsequent letter dated March 29, 2018, Pennoni conveyed our concerns for the life safety hazard presented by the deteriorated structure. We confirmed that the steps taken by the City prior to arriving at the site, namely evacuating adjacent buildings and closing surround streets, were necessary to protect the public. Repairing the existing displaced masonry wall on the east face of the building is not considered feasible, as the only viable means to repair the wall is to reconstruct it. Reconstruction of the wall would require completely shoring all levels on the inside of the building structure, which would put workers at signi?cant risk from a partial or complete collapse of the building. Therefore, it is our professional opinion that the safest and most viable course of action is to completely demolish the property at 109 East Main Street. UMITATIONS The evaluation of existing structures requires that certain assumptions be made regarding the existing conditions, particularly where access is limited or restricted. Some of these assumptions may not be confirmed without expending additional time and/or destroying otherwise adequate or serviceable portions of the structure. Therefore, Pennoni Associates cannot be held responsible for any latent deficiencies which may exist in the structure, but which have not been discovered as a part of the scope of this evaluation. April 10, 2018 Page 7 SangiaggI Mayor 109 East Main Street @molitign If you have any questions or comments, please contact us. Sincerely, PENNONI ASSOCIATES INC. Ross E. Stuart Structural Division Manager Mix? I Hugh Do gherty, Vice President Project Engineer City Consulting Engineer Cc: Brian Prohowich, City Engineer - Emergency Structural Evaluation\DOC PREP-MOB East Main Evaluation Report REV.docx nun ?Kinlrl Heights, NJ 08035 I :iv LII Jul? I Ln; com April 18, 2018 Michael Santiago, Mayor City of Millville 12 South High Street Millville, NJ 08332 RE: Structural Engineering Review Demolition of 109 East Main Street Assessment City of Millville, New Jersey Dear Mayor Santiago: Pennoni Associates Inc. (Pennoni) has completed a structural engineering review of the referenced building per the requirements of OSHA Standard The purpose of the review was to review Perryman?s Excavating, Inc Site Safety Demolition Plan (SSDP), received 4/13/18, for compliance with the aforementioned OSHA Standard. The assessment of the referenced facility conducted by Pennoni, dated 4/10/18 was used as a basis for our review. DESCRIPTION OF STRUCTURE The existing building at 109 East Main Street is a three story structure constructed with lumber floor framing and load bearing masonry walls. The existing load bearing masonry walls are thought to be 12 to 16 inches thick. Timber floor beams span east-west in the building (parallel to Main Street), which means that the east and west walls of the building carry the majority of vertical loads of the building. There is some structural steel utilized in the building, although the exact nature and purpose of that steel structure was not immediately clear during the limited investigation of the building. The below grade basement walls are constructed with a combination of load bearing rubble stone walls and cast in place concrete. CONDITIONS The existing facility was recently declared Unsafe by the City. Based on the report developed by Pennoni, we are in agreement with this finding. METHOD OF DEMOLITION Demolition of the existing structures will be performed by grade mounted equipment including, but not limited to a high reach excavator operated by the demolition contractor. The same equipment will not be operated on top of existing framed floors, including any ground floor framing above an existing basement. Necessary precautions will be taken to avoid imposing demolition equipment ?4 April 18, 2018 Page 2 Michael Santiago, Mayor 109 East Main ?tree? SSDE Beyiew surcharge on existing basement walls, to maintain buffer zones and to provide temporary protection walls to mitigate the potential unforeseen partial or full collapse of the building during demolition activities. A review of the Safety Demolition Plan, a copy of which is attached, resulted in the following conclusions: 1. Appropriate methods of demolishing the main building superstructure are described and include the use of large mechanical equipment and involve a top to bottom (roof to ground floor) approach in a logical sequence. 2. Potential hazards and safety exposures are properly addressed and include: a. Potential unforeseen partial or full collapse of the building during demolition due to deteriorated conditions associated with the existing building described in the Pennoni assessment report of the same. b. Falling debris inside and immediately outside of the building footprint during the demolition. c. Falling hazards created by large openings left in a framed floor as the demolition progresses. d. Insufficient demolition of an entire bay of the two-way flat slab structure such that an excessive, unstable cantilevered portion of the slab is left remaining during the demolition process. RECOMMENDATION Demolition of the referenced buildings can proceed as delineated in the Perryman's Excavating Inc. Site Safety Demolition Plan. April 18, 2018 Page 3 Michael Santiago. Mayor 109 East Main Street SSDP Review If you have any questions or comments, please contact us. Sincerely, PENNONI ASSOCIATES INC. Ross E. Stuart Structural Division Manager MW ?42? Hugh Daugherty, PE, CME Edward F. Farrell Vice President Project Engineer City Consulting Engineer Cc: Brian Prohowich, City Engineer - Emergency Structural Evaluation\DOC East Main SSDP Review Lelter.docx 1 APPENDIX - EMERGENCY DEMOLITION COVER TO THE JERSEY DEPTARTMENT OF LABOR (NJDOL) - ASBESTOS ABATEMENT AND HAZARDOUS MATERIAL REMOVAL WORK PLAN 515 Grove Street Sum: 18 Haddon Heights, NJ 08033 T: 856-547 0505 F: 856 547-9174 April 17, 2018 Mr. Thomas Voorhees NJ. Department of Labor 1 John Fitch Plaza. 3rd Floor PO. Box 949 Trenton, New Jersey 08625 RE: EMERGENCY DEMOLITION 109 EAST MAIN STREET MILLVILLE, NEW JERSEY Dear Mr. Voorhees, The City of Millville recently identified 109 East Main Street has a structurally unsound building that is in imminent danger of collapsing. As such, a predemolition asbestos inspection cannot be completed. Due to the structural damage to the building, we are requesting a waiver of the standard 10-day notification pe?od. In addition to this letter, we are providing a workplan detailing how the potential asbestos containing materials will be handled as well as a letter from a structural engineer documenting the current condition of the building. if you have any questions, feel free to contact me. Thank you in advance for your consideration of this request. Sincerely, . AIan ond, CIH, Associate Vice President Waiver Letter - Mucys Wanamakerdocx ASBESTOS ABA EMEN AND HAZARDOUS MA TERIAL REMOVAL WORK PLAN For 109 East Main Street Millville, NJ Submitted To: City of Millville 12 South High Street Millville, New Jersey 08332 Submim Bt (SP USEPA Asbestos Project Designer Pennoni Associates. Inc. 515 Grove Street, Suite 18 Haddon Heights, New Jersey 08035 Project Number: April 17,2018 A Asbestos Abatement and Hazardous Material Removal Work Plan 109 Main Street Millville NJ TABLE OF CONTENTS SUMMARY OF WORK Asbestos-Containing Materials 1 Hazardous Materials REMOVAL OF ASBESTOS-CONTAINING MATERIALS 2 Worker Training 2 Protective Clothing 3 Respiratory Protection 3 Temporary Enclosures 4 Isolation Barriers/Critical Barriers 5 Personnel Decontamination Unit 5 General Procedures For The Removal Of Asbestos-Containing Materials 6 Glove Bag Technique 7 Disposal Of Asbestos-Containing Waste 8 Air Monitoring 9 REMOVAL OF HAZARDOUS MATERIALS 10 PCB Ballasts 10 Emergency Light Batteries lO Fluorescent Light Tubes 1 Lead Metal Components 11 Ozone-Depleting Substances ll Smoke/Heat Detectors 1 Protective Measures I 09 East Main Street i Asbestos and HazMaI Work Plan Asbestos Abatement and Hazardous Material Removal Work Plan 109 Main Street Millville NJ SUMMARY OF WORK ASBESTOS-CONTAINING MATERIALS The identi?ed building located at 109 Main Street has been deemed structurally unsound and cannot be entered. As such, a complete pre demolition building inspection for asbestos or other hazardous materials has not been completed. In accordance with applicable OSHA and USEPA regulations, any suspect building materials located in the building must be assumed and handled as asbestos-containing materials unless properly tested and con?rmed non-asbestos. The scope of this project includes the complete removal and proper off-site disposal of any assumed or con?rmed asbestos-containing materials during the controlled demolition of the structure on the property. Materials that may be present in the building and must be treated as asbestos unless properly testing include, but are not limited to: 0 Roofing 0 Flooring Materials 0 Caulking and Glazing Drywall Systems 0 Plaster Systems 0 Ceiling Tiles 0 Thermal Insulation 0 Boiler Insulation 0 Attic/Wall Insulation 0 Exterior Stucco HAZARDOUS MATERIALS The scope of the project includes the complete removal and proper off-site disposal of any hazardous materials that may be present. The hazardous materials abatement activities will be completed in accordance with all applicable federal, state, and local regulations during building demolition. The following materials may be present in the building 0 Fluorescent Light Tubes 0 Emergency Light Batteries 0 Smoke/Heat Detectors Ozone-Depleting Substances 109 East Main Street I Asbestos and HazMat Work Plan Asbestos Abatement and Hazardous Material Removal Work Plan I 09 Main Street Millville NJ 0 Lead Metal Components 0 Mercury Vials 0 Above Ground Storage Tanks 0 Stored Chemicals Materials A. Contractor is to protect and maintain site security throughout the abatement activities. B. All work is to be performed in accordance with all applicable federal, state, and local regulations. C. Contractor is responsible for making all noti?cations to federal, state, and local regulatory agencies and for obtaining all required permits. REMOVAL OF MATERIALS WORKER TRAINING A. All workers handling assumed or con?rmed ACM are to be trained and certi?ed as asbestos workers and/or supervisors by the New Jersey Department of Labor and shall carry evidence of such certi?cation. B. Prior to the start of work the Contractor shall submit certi?cates to Owner?s Representative, signed by each worker on the project, indicating that the worker: 1. Has received training in the proper handling of materials and wastes that contain asbestos in accordance with 40 CFR 763. 2. Understands the health implications and risks involved, including the illnesses possible from exposure to airborne asbestos ?bers. 3. Understands the use and limits of the respiratory equipment to be used. 4. Understands the results of monitoring of airborne quantities of asbestos as related to health and respiratory equipment as indicated in 29 CFR 1926.1101 on an initial and annual basis. Certificates shall be organized by individual worker, not grouped by type of certi?cation. Train all personnel involved in the asbestos control work in accordance with United States Environmental Protection Agency (USEPA) AHERA training criteria. The Contractor shall document the training by providing dates of training, training entity, course outline, names of instructors, and quali?cations of instructors upon request. Furnish each employee with respirator training and ?t testing as required by 29 CFR 1926.] 10], fully cover engineering and other hazard control techniques and procedures. PROTECTIVE CLOTHING Contractor shall provide protective clothing to all workers on the project as follows: A. Clothing: Provide "Tyvek" disposable protective clothing or approved equal consisting of full body coveralls, head covers, and boots as required by the most stringent OSHA 109 East Main Street 2 Asbestos and ?able! Work Plan Asbestos Abatement and Hazardous Material Removal Work Plan 109 Main Street Millville NJ standards applicable to the work. protection, hard hats, gloves, and safety shoes shall be worn. Boots: Provide work boots with non-skid soles, where required by OSHA, for all workers. Do not allow boots to be removed from the work area, for any reason, after being contaminated with asbestos-containing material. Dispose of boots as asbestos?contaminated waste at the end of the work. Goggles: Provide protection (goggles) as required by OSHA for all workers involved in scraping, spraying, or any other activity which may potentially cause injury. Thoroughly clean, decontaminate, and bag goggles before removing them from work area at the end of the work. Gloves: Provide work gloves to all workers and require that they be worn at all times in the work area. Do not remove gloves from work area. Dispose of gloves as asbestos- eontaminated waste at the end of the work. RESPIRATORY PROTECTION A. Applicable Regulations: Except to the extent that more stringent requirements are written directly into the Contract Documents, the following regulations and standards have the same force and effect (and are made a part of the Contract Documents by reference) as if copied directly into the Contract Documents, or as if published copies were bound herewith. Where there is a con?ict in requirements set forth in these regulations and standards, the Contractor is required to meet the more stringent requirement. 1. OSHA - US. Department of Labor Occupational Safety and Health Administration, Safety and Health Standards 29 CFR 1910, Section 1001 and Section 1910.134 and 29 CFR 1926.110]. 2. ANSI American National Standard Practices for Respiratory Protection, ANSI 288.2 1980. 3. NIOSH - National Institute for Occupational Safety and Health. 4. MSHA Mine Safety and Health Administration. Type of respiratory protection required: The Contractor shall, at a minimum, provide dual-cartridge air purifying respirators (APRs) to workers. Negative-pressure, full-face or half-face respirators shall be worn during the preparation, removal and cleanup phases of the project (at a minimum). There will be no exceptions. If air monitoring results show that ?ber counts meet or exceed the EPA action level, de?ned as half of the respirator use limit concentration (5 ?bers/cubic centimeter), then powered air-purifying respirators (PAPR) shall be worn. TEMPORARY ENCLOSURES A. A ?work area? is de?ned as the location where asbestos abatement/removal work occurs. It is a variable of the scope of work of the Contract. The area of building demolition must be demarcated as a work area by caution and tape and signage as applicable by OSHA. The 109 East Main Street 3 Asbestos and HazMat Work Plan Asbestos Abatement and Hazardous Material Removal Work Plan 109 Main Street Millville NJ work area (building pad) is considered contaminated during the work and must be regulated and isolated from the rest of the site and adjacent buildings, and decontaminated at the completion of the asbestos abatement/demolition work. B. Any equipment used in the work area must be properly decontaminated at the conclusion of the project. ISOLATION BARRIERS A. Since the abatement will be completed as part of demolition, isolation barriers and critical barriers will not be utilized on this project. The contractor must ensure that there are no penetrations from the subject building to the adjacent buildings. PERSONNEL DECONTAMINATION UNIT A. Contractor shall provide a remote Personnel Decontamination Unit for workers on the project consisting of a serial arrangement of connected rooms or spaces: Clean Room, Shower Room, and Equipment Room. B. Clean Room: Provide a room that is physically and visually separated from the rest of the work area for the purpose of workers changing into protective clothing. I. 3. 4. Construct using two (2) layers of opaque polyethylene sheeting, at least 6 mil in thickness, to provide an airtight seal between the Clean Room and the rest of the building. Maintain ?oor of clean room dry and clean at all times. Do not allow overflow water from shower to wet floor in clean room. Damp wipe all surfaces twice with a disinfectant solution after each shift change. Provide posted information for all emergency phone numbers and procedures. C. Shower Room (contaminated area): Provide a completely watertight operational shower to be used for showering by workers upon leaving the work area. 1. IQ Construct room by providing a shower pan and 2 shower walls in a con?guration that will cause water running down walls to drip into pan. Install a freely draining wooden floor in shower pan at elevation of top of pan. Separate this room ??om the rest of the work area with airtight walls fabricated of two (2) layers of opaque 6 mil polyethylene. Separate this room from the Clean Room with airtight walls fabricated of 6 mil polyethylene. 4. Provide splash?proof entrances to Clean Room with doors of flapped polyethylene. Provide shower head and controls supplied with hot and cold water adjustable within the shower. Provide a continuously adequate supply of liquid bath soap and shampoo and maintain in sanitary condition. Provide a continuously adequate supply of disposable bath towels. 09 East Main Street 4 Asbestos and HazMal Work Plan Asbestos Abatement and Hazardous Material Removal Work Plan 109 Main Street Millville NJ 8. Arrange so that water from showering does not splash into the Clean Room or Equipment Room. 9. Used ?lters shall be disposed of as asbestos-containing waste material. 10. All waste water shall be containerized as asbestos-containing waste or solidi?ed using an approved polymer for transport and disposal Equipment Room (contaminated area): Require work equipment, footwear and additional contaminated work clothing to be left here. I. Separate this room from the rest of the work area with airtight walls fabricated of two (2) layers of opaque 6 mil polyethylene. 2. Separate this room from the Shower Room with airtight walls fabricated of 6 mil polyethylene. 3. Provide splash-proof entrances to Shower Room and work area with doors of ?apped polyethylene. Walls and Ceiling: Construct airtight walls and ceiling using two (2) layers of polyethylene sheeting, at least 6 mil in thickness. Floors: Use two (2) layers (minimum) of 6 mil polyethylene sheeting to cover ?oors in all areas of the Decontamination Unit. Use only clear plastic to cover ?oors. Flap Doors: Fabricate from three (3) overlapping sheets with openings a minimum of four feet wide. Con?gure so that sheeting overlaps adjacent surfaces. Weigh sheets at bottoms as required so that they quickly close after being released. Put arrows on sheets to indicate direction of overlap and/or travel. Provide a minimum of four feet between entrance and exit of any room. Provide a minimum of four feet between doors. Alternate methods of providing decontamination facilities may be submitth to the Owner?s Representative for approval. Do not proceed with any such method(s) without written authorization of the Owner?s Representative. GENERAL PROCEDURES FOR THE REMOVAL OF ASBESTOS-CONTAINING MATERIALS A. Thoroughly wet all building materials during demolition. No visible emissions will be allowed during demolition. Suspect materials must be properly segregated for proper handling and disposal or testing. Mist work area continuously with amended water whenever necessary to reduce potential airborne ?ber levels. if suspect material (i.e pipe insulation) is identi?ed, it must be properly and safety removed from the building by the equipment operator. The material must be placed directly into a lined dumpster or placed in a staging area for removal. If placed in a staging area the removal of the suspect asbestos material shall be done in small sections by two-person 09 East Main Street 5 Asbestos and 110sz Work Plan Asbestos Abatement and Hazardous Material Removal Work Plan 109 Main Street Millville NJ teams. The wet material from each section shall be packed and sealed into labeled 6-mil polyethylene bags. When possible, one worker shall remove and hand sections of asbestos material to the other worker who shall then place the material into labeled 6-mil polyethylene bags/drums. I All suspect asbestos-containing and asbestos-contaminated materials shall be removed for proper disposal or testing. The Contractor shall take care that all asbestos has been removed from the demolition material. Maintain good housekeeping at the site so as not to accumulate loose suspect asbestos material at the site. Any staged materials must be placed on poly drop cloths, kept wet, and adequately covered to minimize possible airborne ?ber dispersion. Place the asbestos into labeled 6- mil polyethylene bags/drums or properly lined dumpster as quickly as possible so as not to allow asbestos to dry out and become airborne. Bags shall be marked with the labels prescribed by 40CFR Part 61 Section 61.150 of the EPA regulations. The outside of all containers shall be wet cleaned or HEPA vacuumed before leaving the work area. DISPOSAL OF ASBESTOS-CONTAINING WASTE A. The Contractor shall provide 6-mil thick, leak-tight polyethylene bags or leak-tight ?berboard drums labeled with four (4) labels with text as follows: DANGER CONTAINS ASBESTOS FIBERS THAT MAY CAUSE CANCER AVOID CREATING DUST AND AVOID BREATHING ASBESTOS FIBERS AND ASBESTOS, NA 2212, RQ AND CLASS 9 Placard AND Generator label in accordance with EPA 40 CFR Part 61 Asbestos NESHAP All waste is to be hauled by a waste hauler with all required licenses from the local authority with jurisdiction. 109 East Main Street 6 Asbestos and HazMat Work Plan Asbestos Abatement and Hazardous Material Removal Work Plan I 09 Main Street Millville NJ C. Load all asbestos-containing waste material in disposal bags, leak tight drums, or lined All materials are to be contained in one of the following: 1. Two 6-mil disposal bags. 2. Two 6-mil disposal bags and a ?berboard drum. 3. Lined dumpsters with bladder bags or equivalent. D. If packaging the waste, line the interior of the truck or dumpster with a single layer of 6-mil polyethylene. E. Do not store containerized materials outside of the regulated work area. Take containers from the work area directly to a sealed truck or dumpster. F. Care?illy load containerized waste in fully enclosed dumpsters, trucks, or other appropriate vehicles for transport. Exercise care before and during transport, to ensure that no unauthorized persons have access to the material. G. Do not transport bagged materials on open trucks. Label drums with same warning labels as bags. Uncontaminated drums may be reused. Treat drums that have been contaminated as asbestos-containing waste and dispose of in accordance with this speci?cation. H. Dispose of waste asbestos material at an Environmental Protection Agency (EPA) approved asbestos land?ll. I. Advise the land?ll operator or processor, at least ten (10) days in advance of transport, of the quantity of material to be delivered. J. Retain receipts from land?ll or processor for materials disposed. K. At of hauling and disposal of each load, submit copy of waste manifest, chain of custody form, and land?ll receipt to Owner?s Representative. AIR MONITORING A. The Environmental Project Consultant?s Asbestos Inspector will conduct daily air monitoring as required in accordance with the City of Philadelphia Department of Public Health?s Asbestos Control Regulation in this work plan. B. Air monitoring required by OSHA is the responsibility of the Contractor. C. Daily sampling shall be performed as follows: 1. Three (3) Phase Contrast Microscopy perimeter samples shall be taken at the work area demarcation on a daily basis 2. Five (5) Transmission Electron Microscopy (TEM) clearance samples shall be taken within the building pad area at the completion of the building demolition. l09 East Main Street 7 Asbestos and HazMaI Work Plan Asbestos Abatement and Hazardous Material Removal Work Plan 109 Main Street Millvz'lle NJ REMOVAL OF HAZARDOUS MATERIALS PCB BALLASTS A. The Contractor shall provide labor, equipment and materials to perform the following in accordance with this speci?cation: 1. The Contractor shall remove any PCB ballasts that are identi?ed during demolition. 2. The PCB ballasts that are removed from the site shall be managed off-site disposed of in accordance with all applicable federal, state, and local regulations. EMERGENCY LIGHT BATTERIES A. The Contractor shall be responsible for the identi?cation and safe dismantling, containcrization, transportation, reclamation and/or disposal any emergency light batteries that are identi?ed during demolition. B. The dismantling, containcrization, transportation, reclamation and/or disposal of emergency light batteries and related materials shall be conducted in strict compliance with applicable federal regulations. FLUORESCENT LIGHT TUBES A. The Contractor shall be responsible for the identi?cation and safe dismantling, containcrization, transportation, reclamation and/or disposal of mercury-containing ?uorescent light tubes that are identi?ed during demolition. B. The dismantling, containcrization, transportation, reclamation and/or disposal of mercury or mercury-containing materials shall be conducted in strict compliance with applicable federal regulations. LEAD METAL COMPONENTS A. The Contractor shall be responsible for the identi?cation and safe dismantling, containcrization, transportation, reclamation and/or disposal of lead metal components that are identi?ed during demolition. B. The dismantling, containerization, transportation, reclamation and/or disposal of lead metal or lead metal components shall be conducted in strict compliance with applicable federal regulations. MERCURY VIALS A. The Contractor shall be responsible for the identi?cation and safe dismantling, containcrization, transportation, reclamation and/or disposal of mercury components that are identi?ed during demolition. B. The dismantling, containcrization, transportation, reclamation and/or disposal of mercury components shall be conducted in strict compliance with applicable federal regulations 109 East Main Street 8 Asbestos and HazMat Work Plan Asbestos Abatement and Hazardous Material Removal Work Plan 109 Main Street Millville NJ OZONE-DEPLETING SUBSTANCES A. The Contractor shall be responsible for the identi?cation and safe dismantling, containerization, transportation, disposal of ozone-depleting substances that are identi?ed during demolition. The dismantling, evacuation, containerization, transportation, disposal of ozone-depleting substances and components shall be conducted in strict compliance with applicable federal regulations. DETECTORS A. The Contractor shall be responsible for the identi?cation and safe dismantling, containerization, transportation, disposal of smoke/heat detectors that are identi?ed during demolition. The dismantling, evacuation, containerization, transportation, disposal of smoke/heat detectors and materials shall be conducted in strict compliance with applicable federal regulation PROTECTIVE MEASURES A. The Contractor shall take all appropriate and necessary measures to prevent exposure of its workers, the workers of subcontractors and other contractors? workers, to the contents of hazardous materials. Personal protective equipment and measures to provide such protection shall be utilized at all times. The Contractor shall take all appropriate and necessary measures to prevent the leakage of liquid or vapor resulting from the removal and/or rupture of hazardous materials to building surfaces, soil, water, air, or other media. In the event of a spill or release of any hazardous liquid during the operations of the Contractor, the Contractor shall be responsible for the complete and appropriate clean-up of the spill, and any and all materials determined to be contaminated as a result of such a spill. Contractor shall provide for workers who handle the hazardous materials appropriate gloves, protection, and chemically resistant work suits. END OF WORK PLAN 109 East Main Street 9 Asbestos and HazMa! Work Plan :APPENDIX - DEMOLITION PROPOSAL, SCOPE AND FEE - DEMOLITION MEANS METHODS AND SITE SAFETY DEMOLITION PLAN Perryman's Excavating, Inc. 71 17 Landing Road Milmay, New Jersey 08340 Phone (856)825-2810 Fax (856)825-6738 Cell (609)381-0101 April 2, 2018 City of Miilville Job Location: 109 Main St 12 5 High Street Job Description:Demo of unsafe and hazardous dwelling Miilviile, NJ 08332 Contact: Wayne Caragnato SCOPE OF WORK: 0 Demolish all remaining building structure including basement walls, foundations, siding, framed walls, sheathing, ?oors, beams, columns, rafters, roofing, etc. Source separate structural demolition 1) concrete and masonry 2) heavy irons and metals including steel beams, columns, and lintels 3) and general demolition debris including wood, timber, floor/wall finishes, windows, doors. Asphalt and fiberglass shingles may be included with general demolition debris. Erect Safety Debris Walls. Obtain all utility mark-outs. install all required Soil Erosion 8: Sediment Control measures. Take necessary measures to protect all sites features and infrastructure to remain in place. Properly disconnect and remove all utility connections from buildings and site infrastructure to be demolished. Cut and seal underground pipe and conduits at excavation limits so as to prevent settlement and sink-holes. Source separate and properly dispose of all demolished materials. Remove, source separate, and properly dispose of all remaining building contents including trash, rubbish, furniture, and other materials. Source separate bulky waste items. Remove, source separate, and properly dispose of all remaining building contents including appliances and other materials classified as white goods. Demolish, remove, source separate, and properly dispose of building utilities and equipment including plumbing fixtures, copper pipes, galvanized pipes, gas heating units, air conditioners, electric panels, breakers, wiring, and other recyclable metals. Source separate scrap metals into aluminum, copper, and irons as required. Demolish, remove, source separate, and properly dispose of buildings appendages including gutters, downspouts, trims, and other recyclable light metals. Perform selective demolition of trees and stumps consisting of complete removals or pruning as indicated on the plans and/or directed by Engineer. Source separate trees, stumps, trunks, limbs, branches, and other vegetative debris. Remove any and all remaining demolition debris including particles thereof that may have scattered throughout the premises as required to produce a totally clean site. Remove any and all remaining demolition debris including particles thereof that may have migrated off- site. 1 of 5 Buyer? a no; Perryman's Excavating, Inc. 7117 Millville-Mays Landing Road Miimay, New jersey 08340 Phone (856)825-2810 Fax (856)825-6738 Cell (609)381-0101 Backfill and compact all excavations with clean fill material as required to match surrounding grades and contours. UNFORESEEN CONDITIONS: Underground Facilities: In such case that any unforeseen underground facilities are discovered that are beyond the scope of the contract, the contractor shall immediately cease work and notify the City. Such facilities may include unrelated subsurface foundations, debris, pipes, storage tanks, septic tanks, wells, utility pits, etc. Any removal and/or abandonment of unforeseen underground facilities shall be in strict accordance with all applicable environmental rules and regulations, and the specific requirements of the applicable Jurisdictions. Any work performed on the part of the Contractor as a result of unforeseen subsurface conditions shall be considered extra work and shall be paid for accordingly, provided that such work has been authorized in advance by the City. Hazardous Materials: in such case that any unforeseen hazardous materials are discovered that are beyond the scope of the contract, the Contractor shall immediately cease work and notify the City. Such hazardous materials may include fuels, oils, chemicals, asbestos, etc. Any removal and/or abandonment of hazardous materials shall be in strict accordance with all applicable environmental rules and regulations, and the specific requirements of the applicable Jurisdiction. Any work performed on the part of the Contractor as a result of unforeseen subsurface conditions shall be considered extra work and shall be paid for accordingly, provided that such work has been authorized in advance by the City. DUST The City of Millville shall also comply with all air pollution control requirements and shall take appropriate actions to minimize atmospheric pollution. The Engineer shall have the authority to require that reasonable precautions be taken to prevent particulate matter from becoming airborne. Such reasonable precautions shall include, but not limited to: 1. The use of the City of Millville?s Fire Department, water or chemicals for control of of dusts in the demolition of existing buildings or structures, construction operations, the grading of roads, or the clearing of land. 2. Covering, at all times when in motion, open-bodied trucks transporting materials likely to give rise to airborne dusts and particulates. 3. It is the responsibility of the City of Millville to notify and evacuate as per required by the City Engineer and/or City of Millville Officials. 2 of 5 PE Buyer Perryman?s Excavating, Inc. 7117 Miliville-Mays Landing Road Milmay, New Jersey 08340 Phone (856)825-2810 Fax (856)825-6738 Cell (609)381-0101 PRICE AND PAYMENT TERMS: Total: $1,204,512.72 Progress Payment 1 (one) - $338,704.24 (invoiced 4-3-18) Progress Payment 2 (two) - 4-17-18) Final Payment - upon completion) Due to un-accessibility to dwelling, estimates for dumpsters, trucking and Fill Dirt are as follows: ?additional dumpsters/trucking will be an additional $200.00 per dumpster/trucking, per load. ?additional fill dirt will be an additional $250.00 per load. 0 Dumpsters - 35 - 40yard dumpsters at 1,400 cubic yards 0 Trucking 45 loads of broken concrete and brick at 1,125 tons 0 Fill Dirt - 4S loads at 1,125 tons GENERAL EXCLUSIONS: 0 Sales Tax Road Closures Notification of all adjoining and surrounding properties Any environmental testing All tipping fees The materials are guaranteed to be speci?ed on the above work and will be performed in accordance with the drawings and specifications submitted to us. The installation will be completed in a substantial workmanlike manner. Any alterations or deviations from the Specifications involving extra costs will be executed only upon written orders and will become an extra charge over and above the original estimate. All agreements are contingent upon accidents or delays that may be beyond our control. Public liability insurance and Workman's Compensation on the above work is provided by Perryman?s Excavating, Inc. It will be the responsibility of the owners of the above-named property to carry fire, tornado, and or any other insurance that may be needed to cover the above work. Perryman?s Excavating, Inc. is not responsible for any damages to anything beyond the street curb, such as driveways, curbs, sidewalks, sprinklers, etc. 3 of 5 PE Buyer Perryman?s Excavating, Inc. 71 17 Millville-Mays Landing Road Milmay, New Jersey 08340 Phone (856)825-2810 Fax (856)825-6738 Cell (609)381-0101 All proposals are good for 30 days from the date listed above. Respectfully, Billy Pe man, Jr. Owner/Operator Acceptance of Proposal The above prices, Specification, and conditions are satisfactory and accepted. You are authorized to do the work as speci?ed. Payment wil made as outlined above. l: Date: "Please Note: Material Escalation Clause Due to the rising costs of material throughout the construction industry, Perryman?s Excavating, inc., reserves the right to charge for material beyond our control at times such as: fuel, stone, sand, gravel, plumbing supplies (pipe, D-Box, ?ttings, etc), concrete products, Accepted: 4 of 5 PE Buyer Ii sell All Perryman's Excavating, Inc. 711 7 Millville-Mays Landing Road Milmay, New Jersey 08340 Phone (856)825-2810 Fax (856)825-6738 Cell (609)381-0101 EXCAVATING INC ADDENDUM Indemni?cation and Harmless 1 . INDEMNIFICATION To the fullest extent permitted by law, The City of Millville shall indemnify and hold harmless Perryman?s Excavating, Inc., as well as the agents and employees from and against the full and entire amount of all claims, damages, losses, expenses, and liabilities, including but not limited to attorneys? fees, arising out of or resulting from the performance of the Work, located at 109 Main St, Millville, NJ 08332 and all adjacent and surrounding properties caused in whole or in part by any act or omission of Pen'yman?s Excavating, Inc., its subcontractors, vendors, suppliers, or the agents or employees of any of them, or anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable, regardless of whether or not, or to the extent to which, such claim, damages, loss expense or liability is cause in whole or in part by the negligence or other acts of any party or person named herein Such obligation shall not be construed to negate, abridge, reduce or otherwise alter rights or obligations of indemnity which would otherwise exist as to a party or person described in this paragraph. Date: Date: 5/1/74"? SofS Perryman?s Excavatlng, Inc. 7117 Millville-Mays Landing Road Milmay, New Jersey 08340 Phone (856)825-2810 Fax (856)825-6738 Cell (609)381-0101 iv. Ad'acent Structure Route 49 ower lines and Hi Rise- North Wall 1. External 1. Placement of Debris wall has been erected between demolition and structure 2. Placement of Barricade system (jersey barrier/chain link fence) between Demolition activities and structures. B. During Demolition Protection 1. Maintain buffer zone between demolition activities and occupied areas at all times. 2. Provide ground personnel equipped with radio equipment for communication with operators For any activities taking place within buffer zone of occupied areas. 3. The use of the City of Millville?s Fire Department, water or chemicals for control of dusts in the demolition of existing buildings or structures. 4. Erect Debris Walls for help with dust containments and possible falling debris C. Post Demolition Protection 1. Do a post inspection of structures 2. City officials and Structural Engineer to perform inspection 3. Covering, at all times when in motion, open-bodied trucks transporting materials likely to give rise to airborne dusts and particulates. 3. Description of Method of Demolition to be Applied A. Demolition Phase i. Site Work 1. Remove tree, brush and install debris walls ii. Equipment 1. Utilize Komatsu 450 High Reach Excavator equipped with Demolition attachments to separate, process and load materials. 2. Utilize Case CX210 Excavator equipped with demolition attachments To separate, process and load materials. 3. Utilize JLG 60? High Reach for any manual disconnections. 4. Utilize JLG 42' Fork Lift for lifting and separating. 5. Utilize Case 590 Backhoe for separating and stock pile of debris. 20f4 Perryman?s Excavatmg, Inc. 7117 Millville-Mays Landing Road Milmay, New Jersey 08340 Phone (856)825-2810 Fax (856)825-6738 Cell (609)381-0101 4. Potential Hazards/Safety Plan A. Fallin debris inside and outside of buildin foot rint i. Utilize jersey barriers and chain link fence to prevent ground level debris from entering street. Falling debris inside and outside of building footprint ii. Maintain site security at all time during demolition activities to prevent any nonessential personnel from entering Site Safety Zones. Utilization of on-site radio communication and pre-task sweeps of building area to ensure no personnel is within applicable building location prior to structural demolition activities B. Insuf?cient demolition of the structure such that an excessiveI unstable portion of the Framed structures is left remaining during the demolition process. i. Utilize Demolition attachments to mechanically remove building materials as to minimize size of debris so that the drop zone is anticipated and free of any personnel or other unforeseen hazards. 3. Use of radio communication to af?rm ?all clear" prior to demolition of heightened debris. D. Stockpiling of debris causing structural failure i. Utilize mechanical equipment to remove debris on ?oors as to reduce likelihood of structural failure E. The condition of the existing building is deemed condemned and structurally unsafe. There is concrete deterioration that has not been repaired. i. Areas of deterioration will be identified and extra precaution will be taken when operating heavy machinery and stockpiling construction debris. 5. Underground Utility Confirmation Number NJ 811 one call has been completed, as well as the electrical and gas disconnects, as confirmed by the City of Millville. 6. Description of any Safety Exposures and Environmental Issues A. Safety Exposures i. Struck By (Large Equipment) 1. Conduct daily job briefs communicating intended location of all equipment and ground personnel to staff 2. Maintain safe distance between on-site ground personnel and large equipment being operated 3. Maintain contact with equipment operators during all demolition activities 3 of 4 Perryman?s Excavatlng, Inc. 7117 Millville-Mays Landing Road Milmay, New Jersey 08340 Phone (856)825-2810 Fax (856)825-6738 Cell (609)381-0101 4. Use of two-way radio communication system to ensure proper distances and timing are being maintained during activities 5. Use of ?Hi-Vis? vests to assist operators in visually identifying onsite personnel ii. Struck By (Debris) 1. Maintain safe distance between on-site ground personnel and large equipment being operated 2. Use of two-way radio communication system to ensure proper distances and timing are being maintained during activities 3. Use of spotters to verify "all clear" via radio communication prior to demolition of heightened materials 4. Provide spotters and intermittent traf?c stappage in back alley during demolition Fall Hazards 1. Restrict access once mechanical demolition of building has commenced 2. Evacuation limits as determined by the appointed City Structural Engineer iv. Caught Between (Large Equipment) 1. Conduct daily job briefs communicating intended location of all equipment and ground personnel to staff 2. Maintain safe distance between on-site ground personnel and large equipment being operated 3. Maintain contact with equipment operators during all demolition activities 4. Use of two-way radio communication system to ensure proper distances and timing are being maintained during activities 5. Use of ?Hi-Vis" vests to assist operators in visually identifying onsite personnel B. Environmental Exposure i. Dust exposure 1. Use of Fire hoses at the point of demolition to eliminate dust dispersion 2. Use of Gerson 9300L Half Mask with organic vapor replacement cartridge 3. Use of Safety goggles, gloves and hard hats 4. Debris Walls to help contain dust of un-known materials 4of4 4? gJ 1; .3 APPENDIX - ASBESTOS ABATEMENT PROPOSAL, SCOPE AND FEE - NOTIFICATION OF ASBESTOS ABATEMENT AND APPROVAL FROM THE NJDOL Brick Industries. Inc. P.O. Box 915 Brick. NJ 08723 US 7328997499 inlo@brickindustriesinc.com wwbrickindustriesinocom ESTIMATE ADDRESS ESTIMATE 3123 Perryman?s Excavating DATE 04/16/2018 7117 Broad Street Milmay, NJ 08340 OTY RATE AMOUNT 04/1 6/2018 Introduction The following is a Open Shop Non? Union Non-Prevailing Wage Proposal for the set up maintenance of a Onsite Worker Decontamination Unit. Asbestos Containing Debris Handling and Asbestos Waste Dust Control tor the Building Demolition at 109 E. Main Street in Millville, NJ. It additional workers are required to expedite this project or ii additional days are ulred to complete the protect. those items would be billed at the rates in icated below. This proposal does not include Air Monitorin Water Truck Rental, Dumpster lees. Trucking, Disposal or Landii Tipping Fees. One Call Com ASBESTOS IL ING INSPECTIONS. ASBESTOS TESTING 8- ASBESTOS ABATEMENT EXPERTS: Brick Industries Inc is licensed by the US. EPA for asbestos building inspections. asbestos testin . state licensed ior asbestos abatement and cgngandle all paper work. in customer satlsiactlon since 8 . Asbestos Abatement Pennlt 1 200.00 200.00 Noti NJ DOL in writing about the jobsite and pay State of NJ Permit Notii cation Fee. Asbestos Is a serious health hazard and should be taken seriouslyDOL division oi Asbestos Control and Llcens ng both inspect all demolition sites in the State at NJ in addition to township inspections. Brick Industries. Inc takes this very seriously for your saiety and also because the NJ DEP and NJ DOL division of Asbestos Control both issue ?nes that start at $25,000.00 and up for ILLEGAL REMOVAL and /or ILLEGAL DISPOSAL 01 Asbestos Containing Materials. 0 The iollowin is a 0 en Shop Non-Union Non- Prevailing Wage daily rate for a As stos atement SuRervisor tor a standard work day. The pricing includes a State Licensed sbestos Supervisor per 8 hour work Open ngop Non-Union Non- Wage Asbestos Supervisor 3 1 .322.00 3,966.00 da . Acid 50% to this daily rate ior overtime. night time work. weekend work or holiday work. This proposal is based on a minimum 3 standard shift working days including set up for i Asbestos Supervisor 3 Man days wen Sh I Non- Union I Non-Prevailing Wage Asbestos Abatement 0 Daily Rate ricerI The following is a Open Sh I Non-Union I Non- Prevailing Wage rate for a Asbestos Abatement orker I Handler for a standard work day. The pricing includes a State Licensed Asbestos Worker I Handler per 8 hour work day. Add 50% to this daily rate for overtime. night time work. weekend or holiday work. This proposal is based on a minimum a standard shift workin days including setup for 4 Asbestos Workers each day 12 Man ays. Asbestos Abatement 8 ice and Necessary Materials Brick Industries inc will?vide all invoices for supplies used by our workers during the groiect. The materials required for this pro act will be items such as Gmi oly sheeting. 6m! Asbestos Waste Tyvek Safety suits. Worker Respirator Filters. ductt bags. orker ape. e.t.c. For bidding purposes. Brick industries will use a base number oi or $3,500.00 supplies. lithe number exceeds $3.500.00. Brick industries will bill the City oi Miilviile for the additional amount and provide prooi of purchase delivery invoice. Pricin includes travel time to and from the Jo?Lsite. Travel to and from the La oratory. reviewing and making customer recommendations. in addition. Brick lndust $155.00 sample at the time of site visit. The $15 .00 includes a 6 hour turn around for laboratory results. Faster as will collect this fee of $250.00 and a tee oi return times will be at a additional fee. Weekends are not included because lab may be closed. Aebe?oe Abatement Exclusions Ii work is NOT described in the proposal wording above. it is NOT included in the above mentioned scope of work. The following items are may NOT be included unless they are stated in writing in the above proposal so at work. The are Not included. nion Wages. Prevailin31Wages. Demolition. rucking. Disposal lees are not included in Brick industries inc 5 area. is pricing. not responsible for any areas outside of the work Rush. overtime. eme ency, ni ht. and weekend work scheduling is available upon reques at an a ditional cost. and is not included unless stated in writing above. Terms Pricing is valid for 30 days. Please sign and return. Job deposit: 33% Upon progress: 33 com ietion: 34% A CEP BY: Thank you for the opportunity to SERVE YOU. NJ DOA CONTRACTOR 13VH01484200 NJ DEP A-901 HAULER 21602 NJ DOL ASBESTOS ABATEMENT 1196 NJ DOA NEW HOME BUILDER 39192 TOTAL OTY 12 RATE AMOUNT 1 388.00 15.456.00 3,500.00 3,500.00 405.00 405.00 0.00 $23,527.00 J3 J3 JJ WJ -J NJ DEF LANDSCAPE IRRIGATION 203412 Acce ted By i?vyw/L Accepted Date 443-)? ?pr 17 2018 16101 NJ Mum Conwl 609.633.0664 pg! 1 Am 17 1301:159 Buck loo 2! as: 02383 9-3 mama Int-Ilium Imam? ?Nil! mm in?; mm. mm a. my; I can? Wm noun: II "mum-lama?. an. .- moo'm alan- i H- . bun Mn? am? mam ?WW-mgautumn 2135.?. km? imam ea: '7 35m mm Tallinn-lulu Company Name: NJ DOL Asbestos Control Attention: Mr. Tom Voorhees To Fax Number: 6096330664 Mol?lnlohoor 8. MM Bl. Number of Pages?ncluding cover page): 4 Please Call (732)899-7499 If Fax Was Not Complete 0r Unable To Be Read. Notes: PO Box 915 Brick. NJ 08723 Mr. Tom Voorhees NJ Dept. of Labor Asbestos Control Program R0. Box 949 Trenton, NJ 08625 Dear Mr. Voorhees, We have been retained by the City of Millville to be an onsite asbestos abatement contractor to process PACM material during the demolition process of 109 E. Main Street. The building has been condemned by the city and must be taken down as soon possible. Any help expediting the noti?cation so we may begin this project would be greatly appreciated. Sincerely, En'c lackis mm? 1mm 81% wa mo mu lam m'm egg!? canon-mam m'?o - 20st - SMOHE) mm? mam 0U: Wm mama wager? mman 0mm wowwm?uwum on 3 (mam i 8? 5 [tn-.353 alum m??mn Amt-z ?mm Mam: (mam . w; Wu,? Moscow wan-emu "ma?a-Wm I I mam I E2 ammonia: I acumen am- I magmas munmwom. wamumm?vw ?mans mush-um swells 8mm museum (1.0me mm mm: mm; memm $2;me woodz'mm mdz?mas?n 9L61?80d mums ?lemmas airman-a (anaemiamua?tmpmu gummy?) WWO (Banach-mo 8H 9 0008 9114511.? . norms mu?: mamas (smo mo ISWBEOL (nammnmas campus (at-?ms (?mn?x 6mm maps a mum; tampons? (W H00 Wm maom'mw _cm 100 r: mum'm Wm 1130 zmsu?mtmosat 880mm minimum mm Buzmr (?Wanna 293:.l Brick Indusm Inc. . 9.0 801L915 ?we: arm New Jersey 06723 L. 8 DATE