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HomeMy WebLinkAbout2023_09_20 Town Board Meeting Packet f FOUNDED 1661 • Town of Mamaroneck Town Board Agenda Wednesday, September 20, 2023 All Work Sessions and Regular Meetings are open to the public. Page 5:00 PM THE TOWN BOARD WORK SESSION The Work Session will convene in the Town Center. RESIDENT COMMENTS CALL TO ORDER WORK SESSION ITEMS 1. Discussion - Town of Mamaroneck Tree Law 2. Discussion - Hommocks Rink Locker Room Intermunicipal Agreement 4 - 13 Hommocks Rink Locker Room Intermunicipal Agreement - Pdf 3. Discussion - Acceptance of Donation to the Town of Mamaroneck - Quinn Cox 14 Acceptance of Donation to the Town of Mamaroneck - Quinn Cox - Pdf 4. Review - Declaration and Sale of Surplus Vehicles 15 - 16 Declaration and Sale of Surplus Vehicles - Pdf 5. Discussion - Authorization of Consultant Selection Town Comprehensive 17 - 84 Drainage Evaluation Authorization of Consultant Selection Town Comprehensive Drainage Evaluation - Pdf 6. Discussion - Permit Renewal Package for Food Service Establishment Owners 85 - 92 and Operators - Meals on Wheels Permit Renewal Package for Food Service Establishment Owners and Operators - Meals on Wheels - Pdf 7. Discussion - Permit Renewal Package for Food Service Establishment Owners 93 - 100 and Operators - Meals on Wheels Permit Renewal Package for Food Service Establishment Owners and Operators - Senior Nutrition Program - Pdf 8. Discussion - Independent Geotechnical Engineer Review of Hommocks Field 101 Feasibility Study Recommendations Independent Geotechnical Engineer Review of Hommocks Field Feasibility Study Recommendations - Pdf 9. Request for Executive Session 10. Updates Page 1 of 223 11. Additions to Regular Meeting Agenda 8:00 PM TOWN BOARD REGULAR MEETING The Town Board meeting will convene in the Town Center. The Public is able to view the meeting on cable access television (Optimum 76/ Fios 35) or on LMCMedia.orq CALL TO ORDER SUPERVISOR'S REPORT PUBLIC HEARING(S) 1. Notice of Public Hearing - "Update in the Regulation of Wireless 102 - 123 Telecommunications Facilities" 2023-09-20 PH Wireless Facilities 2023-9-08-LL Update in the Regulation of Wireless Telecommunications Facilities Law STAFF COMMENTS/ PRESENTATIONS BOARD OF FIRE COMMISSIONERS 1. Call to Order 2. Fire Claims 124 - 126 Fire Claims - Pdf 3. Other Fire Department Business AFFAIRS OF THE TOWN OF MAMARONECK 1. Authorization - Hommocks Rink Locker Room Intermunicipal Agreement 127 - 136 Hommocks Rink Locker Room Intermunicipal Agreement - Pdf 2. Authorization - Acceptance of Donation to the Town of Mamaroneck - Quinn 137 Cox Acceptance of Donation to the Town of Mamaroneck - Quinn Cox - Pdf 3. Authorization - Declaration and Sale of Surplus Vehicles 138 - 139 Declaration and Sale of Surplus Vehicles - Pdf 4. Authorization of Consultant Selection Town Comprehensive Drainage 140 - 207 Evaluation Authorization of Consultant Selection Town Comprehensive Drainage Evaluation - Pdf 5. Authorization - Permit Renewal Package for Food Service Establishment 208 - 215 Owners and Operators - Meals on Wheels Permit Renewal Package for Food Service Establishment Owners and Operators - Meals on Wheels - Pdf 6. Authorization - Permit Renewal Package for Food Service Establishment 216 - 223 Owners and Operators - Meals on Wheels Permit Renewal Package for Food Service Establishment Owners and Operators - Senior Nutrition Program - Pdf REPORTS OF MINUTES REPORTS OF THE COUNCIL TOWN CLERK'S REPORT Page 2 of 223 TOWN ATTORNEY'S REPORT ADJOURNMENT REGULARLY SCHEDULED MEETING - October 4, 2023 Any physically handicapped person needing special assistance in order to attend the meeting should contact the Town Administrator's office at 381-7810. Page 3 of 223 d� DD Lw t Town of Mamaroneck t Town Center • Four.:-.[ e.:, 740 West Boston Post Road, Mamaroneck, NY 10543-3353 OFFICE OF THE TOWN ADMINISTRATOR TEL: (914) 381-7810 FAX: (914) 381-7809 mrobson@townofmamaroneckNY.org To: Supervisor and Town Board From: Meredith S. Robson, Town Administrator Re: Hommocks Rink Locker Room Intermunicipal Agreement Date: September 15, 2023 Attached is the revised Intermunicipal Agreement between the Town of Mamaroneck and the Mamaroneck Union Free School District for the use and maintenance of the lockers at the Hommocks Park Ice Rink. Action Requested: Resolved that the Town Board hereby approves the intermunicipal agreement with the Mamaroneck Union Free School District for the use and maintenance of the lockers at the Hommocks Park Ice Rink and hereby authorizes the Town Administrator to execute the agreement and any related documents necessary to carry out its implementation. Page 4 of 223 Q 4 Town of Mamaroneck ! ` Town Center 1 740 West Boston Post Road, Mamaroneck, NY 10543-3353 INTERDEPARTMENT MEMORANDUM TEL: (914) 381-7810 FAX: (914) 381-7809 @townofmamaroneckNY.org Date: To: Meredith Robson, Town Administrator From: Subject: Hommocks Rink Locker Room Intermunicipal Agreement Attachment/s: 2023 Final Hommocks Locker Agrmnt Page 5 of 223 INTERMUNICPAL AGREEMENT FOR THE USE AND MAINTENANCE OF THE LOCKERS AT THE HOMMOCKS PARK ICE RINK This intermunicipal agreement is between the Town of Mamaroneck, a municipal corporation, having an address at Town Center, 740 West Boston Post Road, Mamaroneck, New York 10543 and the Mamaroneck Union Free School District, a school district existing under the laws of the State of New York, with offices at 1000 West Boston Post Road, Mamaroneck, New York 10543. Recitals Whereas, Section 119-0 of the General Municipal Law authorizes municipal corporations to enter into agreements for the performance of their respective functions, powers or duties, and Whereas, using funds donated for such purpose, the Town, in compliance with the General Municipal Law, purchased and installed Lockers at the Rink, and Whereas,the District's hockey teams will use the Lockers and the Ancillary Items that also were installed in the Locker Room during the hockey season, and Whereas, the Town and the District are entering into this Agreement to provide rules for the use of the Lockers. Now, therefore, in consideration of mutual covenants, conditions and agreements contained herein, the parties agree as follows: First: As used in this Agreement, the following terms shall have these meanings: "Ancillary Items" means the television, the refrigerator and the two cabinets located in the Locker Room. "Agreement" means this intermunicipal agreement. Page 6 of 223 "District"means the Mamaroneck Union Free School District. "Lockers" means the lockers at the Rink that were donated to, and are owned by the Town. "Locker Room" means the room where the Lockers are located. "Notice"means a writing by which either party terminates this Agreement. "Off-Season"means the period of each year that is not part of the Season. "Rink" means the Hommocks Park Ice Rink. "Season" means the period during the year when the scholastic hockey season for the District's hockey teams,both the regular season and the playoffs is in session. "Town" means the Town of Mamaroneck. Second: (a) During the Season, the District's hockey teams shall have the exclusive use of the Lockers,but not the Locker Room. Notwithstanding the previous sentence, except during games or practices, those members of the public who have the Town's permission to do so shall be allowed to use the seating that is attached to each Locker.During the Season,the Town shall clean the Locker Room and the area around the Lockers. (b) (i) No one shall attach items to, paint, draw upon,mark, drill or hammer holes into, deface or otherwise alter the interior or the exterior of the Lockers. If any of the foregoing occurs during a Season, such action shall be considered "damage" within the meaning of paragraph Third. (ii) No items can be stored within the Locker Room unless they are contained within the Lockers, the closet, or the two cabinets, located in the Locker Room. 2 Page 7 of 223 (c)Within two weeks after the end of each Season,the District shall arrange for the Lockers to be emptied and cleaned and left unlocked. (d) During the Off-Season, those members of the public who have the Town's permission to do so shall be allowed to use the Lockers as well as the attached seating. Before the next Season begins, the Town will empty and clean the Lockers. (e) At no time shall members of the public be allowed to use the Ancillary Items. Third: At the beginning and at the end of each Season, the Town and the District shall examine the condition of the Lockers and the Ancillary Items and record their then current condition. Photographs may be taken for that purpose. Before the beginning of each Season,the Town shall repair or replace those Lockers that it determines have been damaged or have worn out. The District shall reimburse the Town for the cost of repairing or replacing any Locker that was damaged during the Season. Fourth: (a) This Agreement shall continue until terminated in the mariner provided below. (b) Either party may terminate this Agreement for any reason or for no reason at all by giving the other party Notice. (c) In that Notice, the party deciding to terminate shall specify the date of termination. Such date shall be no less than 6 months after that Notice to terminate is received by the other party. 3 Page 8 of 223 (d) A Notice shall be deemed to have been given either (A) on the day it is delivered,if it is hand delivered to the person for whom it is intended, (B) on the first business day after it is sent, if it is sent by an overnight courier with instructions that it be delivered the next business day to the party for whom it is intended;provided that the overnight courier in its advertising to the general public represents that it can deliver a parcel from its point of origin to its destination by the next business day or (C) on the third business day after it is mailed, if it is mailed to the party for whom it is intended by registered or certified mail,return receipt requested from one of the lower 48 states of the United States of America. The postal addresses of the parties and the names of the persons who are entitled to receive a notice or a copy of a notice ("Addressees") are If to the Town: Town Administrator Town of Mamaroneck 740 West Boston Post Road Mamaroneck, New York 10543 With a copy to: Superintendent of Recreation Town of Mamaroneck 740 West Boston Post Road Mamaroneck, New York 10543 If to the District: Assistant Superintendent for Business Operations Mamaroneck Union Free School District 1000 West Boston Post Road Mamaroneck, NY 10543 With a copy to: Athletic Director Mamaroneck Union Free School District 1000 West Boston Post Road Mamaroneck, NY 10543 4 Page 9 of 223 or to such other address that an Addressee shall have specified in a notification given to the other Addressees in a way that complies with this paragraph. (e) Termination pursuant to this paragraph shall not relieve the parties from performing their obligations up to and including the date of this Agreement's termination. Fifth: Both parties shall maintain and keep in full force and effect during the term of this Agreement, general liability, vehicle liability, public employment liability, public officials' liability,and Workers'Compensation insurance coverage. Upon reasonable request by the other, the Town and the District will provide one or more certificates of insurance evidencing the coverages required by this Agreement, or proof of self-insurance coverage. Sixth: The parties agree to indemnify each other, hold each other harmless and defend each other, and each's officers, employees, agents, volunteers and elected officials, for injury or death to any person or persons or damage to property arising out of this Agreement that is caused by the action or omission by the party called upon to indemnify the other. Seventh: The failure of either party to insist upon strict performance of any of the terms, conditions and covenants herein, shall not be deemed a waiver of any rights or remedies that such party may have, and shall not be deemed a waiver of any subsequent breach or default in terms, conditions and covenants herein contained. Eighth: (a) This Agreement constitutes the entire understanding between the parties regarding the subject matter contained herein. The parties acknowledge that there has been and are no representations, warranties, covenants or understandings other than those expressly set forth 5 Page 10 of 223 herein and that all prior agreements between the parties regarding the subject matter of this Agreement — whether oral or in writing — are superseded by this Agreement and do not survive it as this document expresses the parties' entire understanding regarding the subject matter contained herein. (b) This Agreement may only be changed by a writing executed by a duly authorized representative of each party. Ninth:The signatories to this Agreement represent that (i)he or she has the right to enter into this Agreement on behalf of the party for which he or she is signing this Agreement, (ii) the consent of a third party is not required to perfect such authority, (iii) the party on whose behalf he or she is signing this Agreement has undertaken all actions required to enter into this Agreement, and (iv)his or her signature represents the binding obligation of such entity. Tenth:This Agreement may be executed in one or more counterparts,each of which shall be considered an original. Facsimile signatures or signatures that are transmitted electronically shall be considered original signatures. Eleventh: Whenever required or appropriate, words in the singular number shall be construed as if they were in the plural number and words of one gender shall be construed as if they were in any gender. Twelfth: Neither party shall have the right to assign, transfer, convey, pledge or encumber its rights under this Agreement. Thirteenth: This Agreement shall be governed by and construed in accordance with the laws of the State of New York without regard to principles of conflicts of law. Any litigation 6 Page 11 of 223 arising out of this Agreement shall be brought in the Supreme Court of the State of New York in and for the County of Westchester. Fourteenth: If any court of competent jurisdiction holds any provision of this Agreement invalid or unenforceable, the other provisions of this Agreement will remain in full force and effect. Any provision of this Agreement held invalid or unenforceable only in part or degree will remain in full force and effect to the extent not held invalid or unenforceable. The parties agree to execute and deliver such other documents and to perform such other acts as may, from time to time, be reasonably required to give full force and effect to the intent and purpose of this Agreement. In witness whereof, the parties have caused this Agreement to be executed by their duly authorized representatives. Town of Mamaroneck By: Meredith S. Robson, Town Administrator Mamaroneck Union Free School District By: Certificate of Authorization I, Allison May, certify that (a) I am the Town Clerk of the Town of Mamaroneck, a municipality existing under the laws of the State of New York, (b) Meredith S. Robson, the person 7 Page 12 of 223 who signed this Agreement on behalf of the Town of Mamaroneck (Town), is the Town Administrator of the Town, (c) Ms. Robson was authorized by the Town Board of the Town to execute this Agreement on behalf of the Town and (d) such authority was in full force and effect when Ms. Robson executed this Agreement on behalf of the Town. Allison May, Town Clerk Certificate of Authorization I,Joanne Rice,certify that(a)I am the District Clerk of the Mamaroneck Union Free School District, a school district existing under the laws of the State of New York, (b) ,the person who signed this Agreement on behalf of the Mamaroneck Union Free School District (District), is the of the District, (c) was authorized by the to execute this Agreement on behalf of the District and (d) such authority was in full force and effect when executed this Agreement on behalf of the District. Joanne Rice, District Clerk IMA/School/2023-8-18Locker agrmnt to be sent to SD 8 Page 13 of 223 o DD Lw t Town of Mamaroneck t Town Center • four.;.A ! e.:, 740 West Boston Post Road, Mamaroneck, NY 10543-3353 OFFICE OF THE TOWN ADMINISTRATOR TEL: (914) 381-7810 FAX: (914) 381-7809 mrobson@townofmamaroneckNY.org To: Supervisor and Town Board From: Meredith S. Robson, Town Administrator Re: Acceptance of Donation to the Town of Mamaroneck- Quinn Cox Date: September 12, 2023 The Town has benefited from the work of Quinn Cox, a local Boy Scout who made improvements at our Senior Center as part of his many endeavors toward earning the Eagle Scout rank. Quinn fundraised and organized an effort to install a new bench by the Center's bocce court; he also cleaned and resurfaced the court. Quinn has generously donated unused funds to the Town to be used in any way we see fit. Action Requested: Resolved that the Town Board hereby thanks Quinn Cox for his efforts to improve the Town Senior Center amenities and accepts his generation donation of$788.42. Page 14 of 223 o DD Lw ,z t Town of Mamaroneck t (; Town Center • our.;.-.t 740 West Boston Post Road, Mamaroneck, NY 10543-3353 OFFICE OF THE TOWN ADMINISTRATOR TEL: (914) 381-7810 FAX: (914) 381-7809 mrobson@townofmamaroneckNY.org To: Supervisor and Town Board From: Meredith S. Robson, Town Administrator Re: Review -Declaration and Sale of Surplus Vehicles Date: September 13, 2023 Attached please find a list of equipment from Michael Pinto to be designated as surplus and sold. Action Requested: Resolved that the Town Board hereby declares these items as surplus and authorizes their sale or disposal. Attachment/s: 2023 SURPLUS AUCTION LIST Page 15 of 223 SURPLUS AUCTION 2023 Fleet 95—20111 Ford Escape 1FMCU9DG3BKA57485 (131,303 miles) Fleet 19—2007 Ford Explorer 1FMEU73E77UB64791 (89,673 miles) Fleet 202—2003 Mack RD6905 1MZP26C43M034290 (41,630 miles) Fleet 26—2005 Ford Escape 1FMYU96HX5KE01054(67,318 miles) Fleet 316-2010 Chevy Tahoe 1GNUKAE06AR197691(95,448 miles) Fleet 317—2013 Chevy Tahoe 1GNSK2E06DR342679 (95,420 miles) Fleet 30—2008 Ford Crown Victoria 2FAHP71V08X160836(51,235 miles) Fleet 40(car 3)—2014 Ford Interceptor 1FAHP2MK5EG122329(66,540 miles) Fleet 44(car 17)—2015 Ford Interceptor 1FAHP2MK8FG159830(57,447 miles) Fleet 43 (car 19)—2015 Ford Interceptor 1FAHP2MK8FG159831 (51,051 miles) Fleet 435—2009 Chevy Tahoe 1GNFK03059R195268(97,597 miles) Fleet 236-2008 Ford F250 P/U 1FTSF21R88EE40420(55,677 miles) Fleet 233—2008 Ford F250 P/U 1FDSF21R08EC59467 (45,677 miles) Page 16 of 223 tIT, Town of Mamaroneck I- ! Town Center Faurso[ e:, 740 West Boston Post Road, Mamaroneck, NY 10543-3353 OFFICE OF THE TOWN ADMINISTRATOR TEL: (914) 381-7810 FAX: (914) 381-7809 mrob son@townofmamaroneckNY.org To: Supervisor and Town Board From: Meredith S. Robson, Town Administrator CC: Robert P. Wasp, Town Engineer Re: Authorization of Consultant Selection Town Comprehensive Drainage Evaluation Date: July 21, 2023 Attached is a memo from Town Engineer, Rob Wasp,regarding the Request for Proposal (RFP)for the Town of Mamaroneck's Comprehensive Drainage Evaluation and Storm Sewer Renovations. The proposal received from H2M Architects + Engineers was determined to be the most responsive to the Town's project needs. The total cost of the services provided would amount to $367,300. Action Requested: Resolved that the Town Board hereby approves of the consultant proposal for the Comprehensive Drainage Evaluation and Storm Sewer Renovations to H2M Architects + Engineers for $367,300 and hereby authorizes the Town Administrator to execute the agreement and any related documents necessary to carry out its implementation. Page 17 of 223 8 ` o Q 4 Town of Mamaroneck ! ' Engineering Department, Town Center 740 West Boston Post Road, Mamaroneck, NY 10543-3353 INTERDEPARTMENT MEMORANDUM TEL: (914) 381-7810 FAX: (914) 381-7809 rwasp@townofmamaroneckNY.org Date: August 9, 2023 To: Meredith Robson, Town Administrator From: Robert P. Wasp, Town Engineer Subject: Authorization of Consultant Selection Town Comprehensive Drainage Evaluation General: Request for Proposal (RFP) for the Town of Mamaroneck's Comprehensive Drainage Evaluation and Storm Sewer Renovations was developed by the Engineering Department in early 2023. The scope includes consultant work tasks for 1) preparation of updated storm sewer record maps in Town GIS database, 2) detailed field investigation including camera inspection of storm sewer segments in flood prone areas, 3) hydrologic and hydraulic modeling of current storm sewer flow capacities, and 4) conceptual design and cost estimation for recommended improvements to increase system capacity and reduce the severity and frequency of flooding. The selected Town consultant will prioritize recommended improvements based upon cost to benefit metrics that will be utilized in the consideration of future Town capital improvement projects. The RFP document was advertised with a limited group of seven (7) qualified engineering consultants. A total of three (3) consultant proposals were submitted in response to the solicitation. Proposals were reviewed by Engineering Department staff and scored based upon completeness, technical experience, drainage study approach, in-house resources and references for similar evaluation work. The proposal received from H2M Architects + Engineers was determined to be the most responsive to the Town's project needs with focused approach to evaluate known Town drainage problem areas. H2M has extensive technical experience with large watershed storm sewer analysis and has successfully completed similar projects throughout the region. Recent interview completed with H2M's technical team has confirmed their firm's understanding of the Town's project objectives as well as their availability to immediately proceed with the evaluation scope of work. Sample consultant services agreement has been provided from H2M for Town review that is attached to this agenda item. The Engineering Department recommends authorization of H2M's proposal upon final review of the consultant agreement. H2M's fee proposal sums to $367,300 but includes a budget of$168,000 for subcontractor pipe camera inspection and cleaning work as part of their total. The subcontractor fees were estimated based upon conservative production by the camera crew based upon a daily rate. It appears likely that the full budget for pipe inspection work may not be need that can result in project savings to the Town. The Page 18 of 223 Town has the option to utilize its own in-house highway department sewer camera crew to supplement and continue additional inspection work even beyond the preparation of H2M's final recommendations. Please feel free to contact me with any questions. Attachment/s: H2M Standard Terms & Conditions (STC) Draft H2M T. Mamaroneck Drainage Eval Prop_compressed Page 19 of 223 (Ver210520) H2M Standard Terms & Conditions Client Town of Mamaroneck Site Mamaroneck, New York Services Comprehensive Drainage Evaluation&Storm Sewer Improvement Recommendations I H2M PROP 230481 Client's Rep. Robert Wasp,P.E. H2M's Rep. Matthew R.Mohlin,P.E. Phone/E-Mail rwasp@townofmamaroneckNY.org Phone/E-Mail (631)392-5381 I mmohlin@h2m.com 1. Applicability of Terms and Conditions. H2M reserves all of its copyright,ownership and other rights with respect 1.1. Applicable to Scope of Services. The scope of services, pricing to such information. Client shall not modify and shall not apply such and schedules included with H2M's proposal are contingent upon the information outside of the Project or for any purposes other than that for Client accepting the terms and conditions("Standard T&C")herein.Any which it was created.Client shall defend and indemnify H2M against any changes hereto which affect H2M's rights, obligations, or risk exposure claims, liabilities and costs associated with such unauthorized treatment shall entitle H2M to make appropriate adjustments to its pricing and of the information. Client may reuse the information for authorized proposal. purposes only with advance written consent from H2M that details the scope of, additional compensation for, and appropriate protections 1.2. Applicable to Preliminary Services. These Standard T&C shall associated with such reuse. also apply to any services H2M performs prior to the Parties executing a 3.6. Site Access.Client guarantees full and free H2M access to the Site written Contract. In such circumstances, Client's direction to H2M to and shall cooperate with H2M in gaining access to any other real property render services shall constitute acceptance of these Standard T&C. required for the performance of the Services. 2. Authority of Signers and Parties. 3.7. Preliminary Information.Client shall provide to H2M in writing any 2.1. Authority to Contract. The individuals signing the Contract each pertinent information it possesses that might affect the Project warrant that s/he is empowered to sign on behalf of and bind the requirements (including but not limited to design objectives and indicated Party to these Standard T&C and all other components of the constraints, budgetary limitations, surveys, related reports and studies, Contract. environmental, geotechnical, and soil data, preliminary designs, etc.). 2.2. Authority for Project.Client warrants that it has any authority and H2M is entitled to rely on the accuracy of all information that the Client permission required from Owner to engage H2M in the Services provides.H2M shall not be required to verify any such information,unless concerning the Site, and to grant H2M physical access to the Site as such task and information is specifically listed in the Scope of Services. needed to perform the Services. 3.8. Hazardous Materials. Client warrants that to the best of its 3. Contractual Obligations knowledge there are no constituents of concern on or adjacent to the 3.1. Designated Representative. Each Party shall designate a Site,other than those previously disclosed in writing to H2M. Nothing in "Representative" in writing above. Each Representative shall have the this Contract shall be interpreted to give H2M responsibility for the current authority to transmit and receive instructions and other information,and existence or introduction (including by, but not limited to, dispersal, to render interpretations and decisions concerning the Project and discharge, escape, release, or saturation, either sudden or gradual) to Contract on behalf of the Party s/he represents. Each Party is entitled to the Site of any hazardous materials(including but not limited to smoke, rely on communications from the other Party's Representative as vapors,soot,fumes,acids,alkalis,toxic chemicals, liquids,or gases) by authoritative. Each Representative shall issue decisions, interpretations anyone other than H2M. Client shall therefore hold H2M harmless as to and communications promptly as to avoid unreasonable delays in all such matters. delivery of the Services. 3.9. Claims Assistance. H2M shall be entitled to hourly compensation 3.2. Commencement. H2M is not obligated to commence or continue as Additional Services for all time spent analyzing, preparing,testifying, rendering any Services until both Parties have signed the Contract and and otherwise assisting Client to pursue or defend claims and disputes Client has paid any required Fee advance specified in the proposal. to which H2M is not a named plaintiff or defendant. 3.3. Performance Standards. Each Party shall exercise its rights and 4. Payment Terms perform its obligations in a reasonable and non-negligent manner. H2M 4.1. Fees.The"Fees"are the component of compensation to be paid by shall perform its Services within the Standard of Professional Care.Client Client to H2M for its effort in providing the Services.The Fees pertaining shall pay compensation for all Services so rendered. H2M makes nor to this Contract, are set forth in the proposal, and any Amendments to implies any other warranties or guarantees, herein or otherwise, the Contract.Additional services,when required will be invoiced at hourly concerning the Services or the outcome of the Project. rates of compensation or a negotiated lump sum, plus reimbursable 3.4. "Standard of Professional Care"means the standard of care and expenses. skill recognized by law to apply to licensed professionals practicing the 4.2. Reimbursable Expenses. The "Expenses" are the costs H2M same profession, under the same circumstances, at the same time and incurs in rendering the Services which are to be reimbursed by Client. location, as the Services rendered by H2M. Nothing in any part of the Expenses authorized by this Contract include but are not limited to: Contract is intended, nor shall anything be so interpreted as,to elevate 4.2.1. Transportation, lodging and subsistence incidental to the project, the Standard of Professional Care beyond the definition included here. courier charges, reproduction, renderings or models, specialty field 3.5. Document Ownership.All information (including but not limited to equipment and fees paid for securing approval of authorities having drawings and specifications) developed by H2M are instruments of jurisdiction over the project; service only,and not products produced for sale nor works made for hire. Pagea®1c 223 (Ver 210520) 4.2.2. Sub-contractor expenses, plus a ten (10) percent mark-up to 5.3.6. Pollution Liability coverage with policy limits of not less than one compensate H2M for its handling and administration costs; million dollars ($1,000,000) per claim and one million dollars 4.2.2. Any other expenses set forth in the proposal. ($1,000,000) in the aggregate, whenever such would apply to H2M's 4.3. Taxes. The amount of any sales, excise, value added, gross Services. receipts or any other type of tax that may be imposed by any taxing entity 5.4. Additional Insured Coverage. Client shall be covered as or authority shall be paid by Client in addition to the Fees and Expenses. Additional Insured under the terms of H2M's Commercial General 4.4. Invoices. H2M shall provide invoices to Client for all Fees and Liability policy. Expenses due under this Contract. Payment of invoices shall not be 5.5. LIMITATION OF H2M LIABILITY. H2M's AGGREGATE LIABILITY contingent upon the action of any third party.Client shall pay each invoice FOR ALL CLAIMS ARISING FROM AND/OR RELATED TO THIS within thirty(30)days of the invoice date. CONTRACT, THE SERVICES, THE PROJECT, AND/OR THE SITE, 4.5. Interest on Past Due Amounts. Invoices, Fees,and Expenses will SHALL BE LIMITED TO THE GREATER OF THE AMOUNT OF FEES be past due as of the thirty first (31st) day following the date of the PAID UNDER THIS CONTRACT OR FIFTY THOUSAND DOLLARS invoice.All past due amounts shall accrue interest at the maximum rate ($50,000.00). permissible by law until the date upon which they are finally paid. 6. Dispute Resolution 4.6. Required Fee Advance.As security against the risks and costs of 6.1. Notice of Claim or Dispute.An aggrieved Party shall give the other mobilizing to commence performing the Services, H2M may require a Party written notice of any claim or dispute arising from the Project, the Fee advance.Any such Fee advance will be specified in the proposal. Services, or this Contract. The Parties shall endeavor in good faith to The fee advance will be deposited upon receipt and booked as an resolve such matters fairly and amicably through negotiation.If the matter outstanding credit against accounts receivable from the Client.The Fee has not been resolved by negotiation within thirty(30)days of receipt of advance will be applied to Client's final invoice. such written notice,either Party may demand mediation of the matter. 5. Project Risk Management 6.2. Mediation. Unless the Parties agree to other rules, any mediation 5.1. Mutual Waiver. Except as otherwise specifically provided for in shall be conducted under the auspices of the American Arbitration these T&C, neither Party shall hold the other responsible for any Association(AAA),pursuant to its Construction industry mediation rules. consequential damages,nor any damages other than direct damages. Each Party shall bear its own mediation costs(except as specified in the 5.2. Mutual Indemnification. Subject to the applicable concepts of rules, and except that the MA fees, mediator fees, and if agreed the contributory and comparative fault, and in addition to any other venue fees, shall all be borne equally by the Parties). Except as compensation provided by law or this Contract, each Party shall otherwise specifically permitted herein,a prospective plaintiff Party may indemnify the other Party's "Indemnitees" (the Party, its owners, not file an action before giving the other Party ten(10)day's written notice directors,officers,employees and volunteers)against third-party claims and opportunity to demand mediation.Such notice,and a good faith effort and liabilities(including the reasonable costs of defending such claims) in any mediation timely demanded,shall be a condition precedent to the for death,bodily-injury,and property damage,but only to the extent such prospective plaintiff Party commencing litigation. have been caused by the negligence of the indemnifying Party(including 6.3. Waiver of Jury Trial.The Parties hereby waive any and all rights to its owners, directors, officers, employees, volunteers, and those a trial by jury in any litigation pertaining to the Services or this Contract. contractors for whom it is legally responsible),and not to the extent such 6.4. Certificate of Merit.As a condition precedent to filing any pleading are caused by any other means (including but not limited to the containing a cause of action based on professional liability, Client must negligence of the Indemnitees themselves). include a sworn Certificate of Merit from a similarly licensed professional 5.3. Insurance Coverage. H2M shall maintain the following insurance explaining the applicable Standard of Professional Care and alleging the coverage while performing the Services.Upon request, H2M will provide specific acts or omissions by which H2M violated the Standard. a Certificate of Insurance to Client as Certificate Holder reflecting such 6.5. Suspension of Services. Upon ten (10) days written notice, H2M coverage. may suspend delivery of the Services until any past due invoice is paid. 5.3.1. Workers'Compensation and Disability coverages with limits at Client shall hold H2M harmless for the impact of any such suspension. least in the amount required by law. 6.6. Collection Efforts. Upon ten (10) days additional written notice, 5.3.2. Employers'Liability coverage with policy limits not less than one H2M may refer any past due invoice to inside or outside counsel for million dollars ($1,000,000) each accident, one million dollars collection. H2M is entitled to reimbursement by Client for the time and ($1,000,000)each employee,and one million dollars($1,000,000)policy cost involved in such collection efforts. limit. 6.7. Liquidated Damages.Since the actual costs that H2M will suffer in 5.3.3. Automobile Liability coverage for H2M owned and non-owned such collection efforts is difficult to ascertain,the Parties agree that Client vehicles utilized in performance of its Contract obligations, meeting will pay H2M the following amounts as liquidated damages for such statutorily required coverage, and with policy limits not less than one costs:two hundred dollars($200.00)when H2M refers a past due invoice million dollars($1,000,000)each accident for bodily injury,death of any for collection; plus either an additional six hundred dollars ($600.00) person and property damage. when a collection action is filed in small claims court,or an additional two 5.3.4. Commercial General Liability coverage with policy limits of not thousand dollars($2,000.00)when a collection action is filed in any other less than one million dollars ($1,000,000) each occurrence and two court.These liquidated damages are H2M's only remedy to recover such million dollars($2,000,000)in the aggregate for bodily injury and property costs of collection. damage. 6.8. Payment Disputes. H2M's collection efforts are not subject to the 5.3.5. Professional Liability coverage for negligent acts, errors and mediation requirements set forth above. In disputing any invoice, Client omissions in the performance of professional services with policy limits shall adhere to the Mediation and Certificate of Merit requirements set of not less than one million dollars($1,000,000)per claim and one million forth above. dollars($1,000,000) in the aggregate. PageaZi 2734223 (Ver 210520) 6.9. Project Suspension. Upon seven (7)days'written notice to H2M, negotiations, and agreements, written or otherwise. In the event of any Client may suspend the Project for any reason. If the aggregate number conflict between other Contract terms and these T&C, these T&C shall of Project suspension days exceeds sixty(60)days,such will constitute govern,unless the conflicting term specifically states that it is superior in cause for termination. precedence to this these T&C. 6.10. Termination. Either Party may terminate this Contract for cause 8.3. Severability. If any term or condition in this Contract is found to be if the other Party substantially fails to perform its obligations or otherwise unenforceable, the enforceable remainder shall be valid and binding breaches a material term of this Contract. Such termination will only be upon the Parties. No waiver of any term or condition shall be construed effective upon seven(7)days'written notice and opportunity to cure.This to be a waiver of any subsequent breach. Contract may also be terminated by the Client without cause by providing 8.4. Amendment.Any modification or addition to this Contract shall not H2M thirty (30) days written notice. If this Contract is terminated H2M be enforceable unless agreed upon in writing. shall be entitled to invoice and to be paid for any Services performed 8.5. Delegation.Any delegation of a Party's right or obligation under this prior to the termination. Notwithstanding any other provisions of the Contract shall be void unless made pursuant to advance written consent Contract, if H2M terminates this Contract for cause, in addition to any from the other Party. direct damages for breach of contract,it shall be entitled to recover from Client any expenses demonstrably attributable to termination 8.6. Force Majeure. Neither Party shall be responsible for damages or 7. Definitions(additional definitions indicated by quotes in context). delay caused by extraordinary events that are beyond its reasonable control and due care (as nonexclusive examples, war, terrorism, and 7.1. "Client" means the person/entity for which H2M is obliged to natural disasters). perform the Scope of Services set forth in the Contract(and/or for which 8.7. Choice of Law. The Standard of Professional Care applicable to H2M performs services described in 1.2. above). Client and H2M are the Services shall be supplied by the law of the state in which the Site is each individually a "Party" and are collectively the "Parties" to the located.The remainder of this Contract shall be governed by the laws of Contract. the State of New York when the Site is located in New York, or by the 7.2. "H2M"means the entity appropriately authorized to offer and render laws of the State of New Jersey for all other Projects. the services contained in the proposal and Contract. Specifically H2M 8.8. Choice of Forum. The Parties agree that the courts of New York Associates, Inc.; H2M Architects & Engineers, Inc.; or H2M Architects, State shall have jurisdiction over the Parties and their disputes arising Engineers, Land Surveying and Landscape Architecture, D.P.C. (d/b/a under or related to this Contract as it pertains to any Site in New York H2M architects+engineers),as appropriate.No proposal is intended as, State and consent to the jurisdiction of said courts. Any New York and none should be interpreted to be,an offer to provide any services in litigation arising under or related to this Contract shall be filed in a court any location where H2M is not authorized to provide such services. located in Nassau County, New York, or any New York county in which 7.3. "Contract"means the written agreement by which H2M is obligated H2M maintains a permanent office at the time such litigation is to perform services for the Client,and includes all components specified commenced.The Parties agree that the courts of New Jersey shall have in the proposal or otherwise incorporated by written reference. jurisdiction over the Parties and their disputes arising under or related to 7.4. "Services"means those services H2M is required by the Contract this Contract as it pertains to any Site outside New York State, and to perform for the Client,as such are reflected in the agreed"Scope of consent to the jurisdiction of said courts. Any non-New York litigation Services"set forth in the proposal and any amendments thereto agreed arising under or related to this Contract shall be filed in a court located in by the Parties in writing. Morris County, New Jersey, or any New Jersey county in which H2M 7.5. "Project"means the Client's overall endeavor at the Site,of which maintains a permanent office at the time such litigation is commenced. H2M's Scope of Services is a component. 9. Construction-Related Terms 7.6. "Site" means the real property to which the Project pertains, or 9.1. Construction and Site Safety.Client represents that it is the Owner where components of the Project are being built or disposed. of the Site,or has the Owner's permission to control the Site. Nothing in 7.7. "Owner"means the owner(s)of the Site,whether or not such owner this Contract or otherwise shall be interpreted to give H2M responsibility is also the Client. for safety upon the Site, nor for any means, methods, techniques, 7.8. "Contractor"means any person or entity(including the employees sequences, or procedures used, or failed to be used, in any Contractor and subcontractors at every level thereof), other than H2M (including Activity or other activity on the Project or Site (including, but not limited H2M's own employees and subconsultants), that provides materials to shoring, bracing, scaffolding, underpinning, excavating, temporary and/or services for the Client relating to the Project or the Site. Any retaining,erecting,staging,etc.). H2M employees shall comply with Site licensed professional or firm engaged by a Contractor, or by the Client safety programs,when applicable. directly(rather than as a subconsultant to H2M) is also a Contractor. 9.2. Contractor's Insurance. Client is responsible for determining and 7.9. "Contractor Activity" means every activity performed by a demanding Contractor insurance that sufficiently protects Client. Contractor that is in any way related to furthering the Project or otherwise Additionally, to protect H2M, the Client shall cause any Contractor to performed on the Site,regardless of whether such activity is required by procure, prior to commencing any Contractor Activity, at least the contract. Contractor Activity also includes a Contractor's failure to following insurance coverage,which must remain in force during all such perform any activity required by law or contract. activity and its associated guarantee: 8. General Terms 9.2.1. Workers'Compensation and Disability coverages with limits at least in the amount required by law. 8.1. Headings.Paragraph numbering and headings are for navigational g 2 2 Employers'Liability coverage with policy limits not less than one purposes only and shall be given no weight in construing the terms and million dollars ($1,000,000) each accident, one million dollars conditions of this Contract. ($1,000,000)each employee,and one million dollars($1,000,000)policy 8.2. Integration.This Contract, the components of which are specified limit. in the proposal,represents the entire and integrated agreement between Client and H2M. This Contract supersedes all prior representations, PageQ23Gbf 223 (Ver 210520) 9.2.3. Automobile Liability coverage for Contractor owned and non- concerning the Project or Site. This obligation does not apply to such owned vehicles utilized in performance of the Contract Activity, meeting claims, liabilities and costs that are caused by the sole negligence of the statutorily required coverage, and with policy limits not less than one H2M Indemnitee itself. million dollars($1,000,000)each accident for bodily injury,death of any 9.4. Cost Opinions.Any opinion of cost that H2M prepares is merely person and property damage. an estimate supplied for the Client's general guidance. H2M has no 9.2.4. Commercial General Liability coverage with policy limits of not control over variations in market conditions, suppliers' or contractors' less than one million dollars ($1,000,000) each occurrence and three bidding strategies, nor the impacts that these and other variables have million dollars($3,000,000)in the aggregate for bodily injury and property on the actual cost of labor and materials. Therefore, H2M cannot damage,and which includes the following features: guarantee the level of accuracy of any such estimates. If greater 9.2.4.a. Explosion,Collapse and Underground coverage,whenever accuracy is required,the Client shall separately engage an independent such would apply to the Contractor Activity; cost estimator. 9.2.4.b. Pollution Liability coverage, whenever such would apply to 9.5. Bid Process. If H2M is to participate in Contractor bid process, the Contractor Activity; Client shall provide H2M with standard bid documents required and 9.2.4.c. Contractual Liability coverage sufficient to insure the advertise for proposals from bidders,open the proposals at the appointed indemnity required by 7.4.below;and time and place and pay costs incident thereto. The Client shall hold all required special meetings,serve all required public and private notices, 9.2.4.d. Additional Insured coverage for H2M,by endorsement using receive and act upon all protests and fulfill all requirements necessary in ISO Form CG 20 32 04 13, specifying each of the entities listed in 3.2. the development of the contracts and pay all costs including application above,as well as all of their directors,officers and employees. and permit fees incident thereto. 9.2.5. Professional Liability coverage,whenever such would apply to 9.6. Construction Observation Services. If the Services include H2M the Contractor Activity, for negligent acts, errors and omissions in the providing construction observation services, H2M shall provide such performance of professional services with policy limits of not less than services over a period defined in, and on a frequency defined in the one million dollars ($1,000,000) per claim and one million dollars proposal. Regardless of the required frequency, H2M shall observe the ($1,000,000) in the aggregate. Contractors' work only for general conformance with the plans and 9.3. Contractor's Indemnity.Client shall require each of its Contractors specifications.Such Services do not include any obligation to review any to agree, via a written contract executed prior to commencing any Contractors' construction means, methods, techniques, sequences or Contractor Activity, to defend and indemnify the Client and the "H2M procedures, or any safety precautions and programs in connection with Indemnitees"(including each of the entities listed in 3.2.above,as well the Project or Site. H2M is not responsible for any Contractors'failure to as all of their directors, officers, employees, consultants and agents) carry out its work in accordance with the construction contracts. If the against all claims, liabilities and costs arising, or alleged to arise, from construction schedule is extended for any reason(except due to H2M's the negligence of the Contractor (including its owners, directors, own negligence) H2M shall be entitled to payment for its extended effort employees,contractors and any others for whom the Contractor is legally as additional services pursuant to 4.1. above, regardless of whether responsible) in its Contractor Activity or any of its other activities Client seeks reimbursement from the responsible party. Accepted and Agreed Client H2M H2M architects+engineers(New York) Signature Signature By: Name By: Name Matthew R.Mohlin,P.E. Title Title Vice President Date Date 7/18/2023 PageQ3a®t 23 f� ..� �'• Ala : •fix . .v .`. -t s- v: '� J S='.� ter. A :�, Yk. ram' '111•_'., '+. y,,_ i 4 wr -: ., w k A eg r y a if r. 1j'y V. . , . ~ � - L 'Arf +lirtT Llitg* - ice` � ,4141 ri . r .,_ ,, ....-4.01 IS, . _-4g- - r . , i r / r r. _r__ ....... _ .: FOUNDED , -. . . .: ,,„, _.._,, i- it..., • Tr, a ...� _ rApii . - ,• . -t '•'$`iY. Mom.:�-- .� ti ate_ Y µ -.Ye7"'-� . v , v t. .i . ,, �i t 4014 0"�° • s. y� ".erg+, '7 _ .. 4. jtor......0. ,.0;:,••.,:, - ....t--..;_4*, ', ... ,voliw.- Pro osal for ._,... ._ ., -, _ .„.,....,. .. , .._ Comprehensive Drainage Evaluation & .,. 4. Storm Sewer Improvement Recommendations CELEBRATING H 2 architects 93 M engineers YEARS H 2 architects + engineers M Table of Contents -* Cover Letter w {'r , m •FOUNDED 1661 ' -* TAB 1 ► Project Understanding &Approach Proposal for - TAB 2 ► Firm Qualifications & Experience Comprehensive Drainage Evaluation &Storm Sewer Improvement Recommendations - TAB 3 ► Staffing Plan &Resumes :Hi 04.18.2023 - TAB 4 ► Fee Proposal Contact Jay T. Pisco, P.E. Senior Vice President, Deputy - TAB 5 ► Insurance Municipal Market Director, Office Director H2M architects + engineers 2700 Westchester Avenue, Suite 415 Purchase, NY 10577 914.358.5623 ext. 2058 id 914.358.5624 jpisco@h2m.com 1 Page 25 of 223 ICELEBRATING architectsrAvenue,engineers 2700 Westcheste Ste 415 YEARS Purchase.NY 10577 I 'el 914,358.5623 April 14, 2023 Mr. Robert Wasp, P.E. Town Engineer Town of Mamaroneck 740 West Boston Post Road Mamaroneck, NY 10543 Re: Proposal for Comprehensive Drainage Evaluation &Storm Sewer Improvement Recommendations Dear Mr. Wasp: The Town of Mamaroneck is seeking an experienced consultant to provide professional engineering and related services to perform a comprehensive evaluation of its storm sewer network and to prepare conceptual design alternatives to reduce the frequency and extent of flooding in known flood-prone areas. H2M architects + engineers (H2M) appreciates the opportunity to be considered for this exciting project. Why should the Town of Mamaroneck select H2M as their consultant? Significant Experience with the Project Scope: H2M has completed similar drainage studies for numerous municipalities in the tri-state area. Recent work includes comprehensive drainage studies of the Pine Brook Watershed in the City of New Rochelle, approximately 3,500 acres in the coastal community of Oceanside, New York, and a 4,600-acre corridor throughout several communities along East Meadow Brook in Nassau County, New York. We have designed stormwater management systems for the City of New Rochelle, Town of Clarkstown, Town of Hempstead and others. We believe our extensive storm water management experience will play an important role in helping the Town of Mamaroneck solve these recurring problems. Strong Leadership:For this project,we propose utilizing James Moran, P.E. as our Project Manager. Mr. Moran is the former Commissioner of Public Works for the City of New Rochelle and has over 30 years of experience designing and managing municipal infrastructure projects. His role as Commissioner involved leading Sanitary Sewer Evaluation Studies for a consortium of four municipalities: New Rochelle, Mamaroneck, Pelham Manor, and Larchmont. Mr. Moran is known to Mamaroneck leadership and has a strong understanding of the Town's needs. He will lead a team of highly skilled engineers experienced in performing watershed analysis, hydraulic and hydrologic modeling, roadway design, and developing cost-effective engineered solutions to address drainage issues. In addition, we will utilize National Water Main Cleaning Co., as a subconsultant to perform the required CCTV inspections of the existing pipe networks. Our team's extensive experience analyzing and designing drainage infrastructure will prove invaluable to the success of this project. Local Presence: H2M is based in Westchester County and is familiar with the local geography. Our Purchase, NY, office is located a short 15-minute drive from the Town Center. This will allow our team to respond quickly to meetings, as well as any other needs the Town may have. We look forward to working with the Town of Mamaroneck on this endeavor. Please feel free to contact me at (914) 358-5623 ext. 2058 or via email at jpisco@h2m.com should you have any questions regarding our submission or require additional information. Thank you for your consideration. Very truly yours, H2M a 'rts + engineers Of q731- 4 • ay T. Pisco, P.E. Senior Vice President, Deputy Municipal Market Director, Office Director H2M Architects, Engineers,Land Surveying and Landscape Architecture, DPC(NY)offers its services in NY only H2M Architects& Engineers, Inc. (NJ) offers its services in NJ, DE,CT, FL, LA,MA, PA,VA only H2M Associates, Inc. (NJ)offers its engineering, land surveying,landscape architecture services in NJ only y� r�Fmyr�H2M will provide appropriately licensed staff for this project-see Staffing Plan for details. Page 2t72V 223 TAB1 Page 27 of 223 , ► Project Understanding & Approach g w m x x •F004E13 16E5' f - ! IIc , Sri -� ;,--., , - _. -,.4. .4 • lii• ' rf. _ . .+', 'T 4 .� ,►_ ,a A, -1'a ,`y.. e e • -1`r. .r • _• .i •r- f.j, .. T°° TT.• .. l _ 4 0.7 1. J P r, s l . rf nel*t.,_ „ .. d8 ws.. —i - Project Understanding & Approach -i — 7�-= = i Project Understanding Scope of Services The Town of Mamaroneck intends to retain a consultant to The RFP has identified the following major work tasks for this perform a Town-wide evaluation of their existing storm sewer project: network. The evaluation will focus on system deficiencies • Task 1: Mapping Existing Drainage System & Data that limit the flow capacity. In addition, the consultant must Collection identify improvements to reduce the frequency and severity of flooding in known flood-prone areas. The scope of work will • Task 2:Watershed Development&Analysis also include a condition assessment of selected pipe sections • Task 3: Hydraulic Modeling &Review of Findings to identify physical defects and obstructions that would • contribute to reduced flow capacity. Additionally, the Town Task 4: Final Recommendations &Conceptual Design has identified 15 known flooding locations that will require a hydrologic and hydraulic evaluation to identify the need for Our technical approach to complete the work identified in increased pipe capacity and other improvements. each of these phases is described in detail below. Relevant Ex erience Task 1: Mapping of Existing Drainage System p & Data Collection What makes H2M the firm of choice for a project of this Initially, H2M will review the list of known flooding locations importance? The answer is our team's in-depth knowledge and inspect each area to familiarize ourselves with the and experience in developing solutions to complex drainage nature of the drainage problems. After we perform this and flooding problems. Our civil engineers have experience initial assessment and reconnaissance, we will meet with performing watershed analyses, hydraulic and hydrologic representatives from the Town. Although the known flooding modeling,and developing cost-effective engineered solutions locations have been identified, we anticipate that Town staff to address drainage and flooding problems. Our experience may be able to provide institutional knowledge and further analyzing and designing drainage infrastructure will prove information regarding the nature of flooding for many of these to be an asset to the success of this project. H2M has locations, which will be helpful as we evaluate the various also developed and maintains GIS datasets for municipal sub-watersheds and drainage system networks. infrastructure. Examples of selected drainage projects completed by H2M are included in Tab 2 of our proposal. A key to completing a meaningful engineering analysis of the existing drainage systems in this area will be the ability to harness available information for the study area. We understand the Town has record maps documenting 1 Page 28 of 223 2 ► Project Understanding & Approach x x n • � x rountlEP+wi the existing storm drainage networks. We also anticipate We will meet with the Town to review our findings. Any defects that additional record plans may also be available from identified and/or inconsistencies with the existing Town GIS Westchester County regarding the County roads within the mapping will be integrated with the current mapping. study area. ► Task 2: Watershed Development &Analysis As part of Task 1, we have retained the services of National Water Main Cleaning Co. to perform a CCTV inspection of This phase will include a hydrologic analysis of the sub- the Town drainage system. We understand the project scope watersheds for each of the areas identified within the overall includes a CCTV inspection of all drainage pipes within the watershed using information gathered in Task 1. Upon Town. However, we have been advised that the Town is completion of the mapping of the existing drainage systems, aware the cost of this work will likely be prohibitive and is H2M will utilize the topographic data from the Westchester also requesting pricing for a reduced scope based on the County GIS and other sources to determine the general consultants' recommendations to assess the areas of known watershed boundaries for components of each of the flooding. Therefore, we have provided separate pricing for drainage systems. We will also visit each location to confirm the CCTV inspection of all pipes and infrastructure within the locations of catch basins and manholes for concurrence with Town and also for selected areas that are focused on the 15 the existing Town GIS mapping. We will meet with the Town known flooding locations. Defects will be inventoried using before commencing with this work to review our proposed NASSCO Pipeline Assessment Certification Program(PACP) methodology. This information will be supplemented with and Manhole Assessment Certification Program (MACP) other available mapping along with field reconnaissance to standards. refine the watershed and enable us to determine times of concentration and land uses that will allow us to calculate Based on the current GIS mapping provided, the Town runoff quantities. We intend to utilize Bentley SewerGEMS drainage system is comprised of 2,726 pipe segments software and the United States Soil Conservation Service totaling 244,948 linear feet.The daily production for the CCTV (SCS) method to calculate peak runoff rates for various storm inspection work is approximately 700 to 1,000 feet per day for frequencies. each inspection team.This rate can drop to approximately 500 to 800 feet if light cleaning is required. Based on these rates, the CCTV inspection of the entire Town drainage network ► Task 3: Hydraulic Modeling & Review of will take approximately 250 to 500 working days depending Findings upon the obstructions encountered and/or cleaning required. Multiple field crews can reduce the total number of days Following completion of the hydrologic analyses, we will needed for the inspection. However, our professional opinion analyze the existing drainage networks for each of the known is that this level of inspection is not warranted to assess the flooding locations utilizing Bentley SewerGEMS software flow capacity of the pipe networks. Instead, we recommend and the United States SCS method to evaluate the ability that the CCTV inspection be limited to the areas in the vicinity of the existing drainage systems to convey runoff. Drainage of the known flooding locations and that inspections be systems will be evaluated for the 10-, 25, and 100-year performed only after the completion of the hydrological and storm recurrence intervals for a 24-hour storm. Future land hydraulic analysis of the pipe networks. Areas that possess development will be included in the modeling based on input adequate pipe capacity based on the hydraulic analysis of the from the Town. pipe systems but still exhibit flooding would be inspected via CCTV.We have included an allowance for this work based on As we evaluate each of the drainage systems, it may not be the need to inspect 2,000 linear feet of pipes at each of the 15 practical to investthe time modeling smaller diameter upstream known flooding locations (30,000 linear feet total). pipes that are ultimately tributary to larger diameter trunk lines. Often these upstream systems convey smaller tributary areas We anticipate that there may also be areas where additional and are more adversely affected by downstream tailwater probing and investigating of the existing drainage systems conditions. As such, detailed modeling of downstream will be required.This work may be due to unknown conditions systems may provide a general understanding of upstream or lack of information available from available record plans. system surcharge potential. We will develop guidelines for As our team conducts their field work, they may encounter how to account for these upstream systems/tributary areas. conditions where structures and pipe inverts are submerged Since the constraining factor in many of the sub-watersheds or not accessible due to debris obstructions or where a is available hydraulic gradient, we believe there will be ways casting/cover cannot be removed. We have assumed the to estimate times of concentration for smaller upstream areas Town can assist us with access to elements of the drainage without the need for rigorous modeling. systems that are critical to the drainage evaluation.We have also assumed that the Town can provide traffic maintenance for instances where access to drainage structures is needed on busy streets. 2 Page 29 of 223 12 ► Project Understanding & Approach m x n � x Our findings will be summarized in a draft report. The report Project Schedule will classify the deficiencies at each flooding location including the following categories: Our understanding of the project schedule is as follows: • Lack of infrastructure • Insufficient infrastructure capacity or limiting defective Task Description Completion conditions Authorization May 15, 2023 • Private property issues (assumed) • Issues beyond Town limits 1 Mapping of Existing Drainage July 31, 2023 • Other System &Data Collection* 2 Watershed Development& September 30, We will revise the models for each of the flooding locations Analysis 2023 to investigate proposed solutions and compare the results 3 Hydraulic Modeling & Review January 15, 2024 with the "no-build condition". Adverse downstream impacts of Findings will be considered for improvements at each location. Alternative solutions will also be considered for each location 4 Final Recommendations& March 15, 2024 where applicable. If there are no feasible solutions for a Conceptual Design particular location, we will include a rationale for arriving at that conclusion. We have included effort for two in-person meetings for resident engagement and review with the Town *- Schedule assumes that the CCTV inspection includes Board. only the 2,000 linear feet at each of the 15 known flooding locations. If the Town elects to proceed with the inspection ► Task 4: Final Recommendations & of all 245,000 feet of pipe, the schedule for Task 1 will be approximately nine to 12 months and the remainder of the Conceptual Design schedule will be extended accordingly. H2M will prepare a final technical report based on input from the Town and residents under Task 3. This document Assumptions & Exclusions will incorporate map inventories, stormwater analyses, major findings, recommendations, priorities, cost opinions, • The Town can provide a local staging area for CCTV and conceptual schematic designs for the recommended equipment improvements. This report will be submitted to the Town for • Water supply will be available from local hydrants and review and revised based on comments received. We will the Town can secure necessary permits for water supply meet with the Town to review our findings. Inconsistencies with the existing Town GIS mapping will be integrated into the • BYpass pumping will not be required to perform any pipe mapping and GIS dataset and provided to the Town. inspection • The Town can provide for the disposal of any debris removed during CCTV inspections • CCTV inspection is not subject to prevailing wages 3 Page 30 of 223 TAB2 Page 31 of 223 H 2 we Here at H2M value people. M r E H2M was organized in 1933 and founded on OPERATING PHILOSOPHY the principles of professional excellence, hard work, and integrity. Our People We commit to developing our people and rewarding hard work with growth opportunities in an inclusive professional environment. M Practical Approach. Creative Results. I Our Clients S S We commit to being trusted advisors for our H2M is a multi-disciplined professional consulting, and design firm, I clients and delivering problem solving value and proud of our long history of client service and consistent ability to O quality on every project. meet tough architectural, engineering, and environmental challenges N head-on. Since 1933, H2M has helped plan, design, and build many Our Communities of our local communities:from water treatment facilities to firehouses, We commit to creating thriving and healthy schools to road reconstruction, and Environmental Site Assessments communities by giving of ourselves and developing (ESAs) to groundwater remediation. Since our early roots, our focus sustainable solutions that benefit everyone. has remained steadfast:to provide quality service with sound judgment and serve our clients as an honest and professional resource. We offer a practical approach with creative results. V I We exist to improve the quality of life for S everyone in our reach by empowering Our Staff I our diverse talent to sustainably solve the O challenges of the built environment. N H2M prides itself on the breadth of its comprehensive in-house service capabilities. With a diverse staff of more than 500 engineers, architects, scientists, surveyors, planners, landscape architects, and We Stand as One H2M technical support specialists,we offer our clients the benefit of a full Inclusive.Supportive.Collaborative. "under one roof"consulting network. No matter where you are. We Challenge One Another We show up curious and push boundaries. A 65 0 103 02 Registered Professional Registered We Do the Right Thing Architects Engineers Landscape V Our character is built on doing what Architects A is right and ethical. L U ,,) 07 s 0412 02 E We Work Safely �' We care for the lives of our people Professional Professional Professional S and their families. Geologists Planners Land Surveyors Q We Own it 3 8 10 0 6 We hold ourselves accountable for team LEED LEED success and personal achievement. 4.Dn: � GREASSOCIEN ilk LEED LEED Licensed Site Accredited Green Remediation We Embrace Diversity Professionals Associates Professionals We acknowledge and honor the fundamental value and dignity of all individuals. 1 Page 32 of 223 • Heat recovery systems • Chillers and cooling towers • Laboratory ventilation systems H 2 • Site/systems evaluations H 2 M Services , • Feasibility/implementation studies M • � - • Energy conservation • Cost/benefit analysis • Commissioning/testing Planning Architecture • Environmental Impact Statements(EISs) • Comprehensive Master Planning • Wetland delineation • Parks,Open Space and Recreation Planning • Architectural design • Environmental Site Assessments(ESAs) • Environmental and Natural Resource • Comprehensive grant programs • Environmental compliance audits Planning • LEED design processes • Environmental permitting • SEQRA and EIS Documentation and Process • Interior design • Site investigations Support • Removal of barriers to the handicapped • Brownfield assessments • Community Visioning • Master plans and revisions • Remedial investigations/feasibility studies • Zoning Ordinances and Analysis • Needs assessments • Risk assessments • Redevelopment Studies and Plans • Planning studies • Above and underground tank management • Geographic Information Systems(GIS) • Building conditions surveys • Soil and groundwater remediation • Urban Design • Restoration of historic structures • Soil vapor intrusion studies • Design Guidelines • Restaurant and kitchen design • Regulatory compliance programs • Renderings • Zoning ordinance review • Industrial hygiene • Feasibility Studies and Conceptual Plans • Educational facilities design • Indoor air quality • Downtown Revitalization • Assisted living facilities design • CM/LBP/mold inspections and abatement • Expert Private Testimony • Computer modeling • Municipal Board Representation Civil/Site&Structural Engineering • Asbestos investigation and removal Geographic Information Systems(GIS) Wastewater Engineering • Roadway reconstruction and resurfacingY • Site plan design Land Surve In • Characterization/quantification of waste • Street lighting y g • • Treatment facility evaluation • Flood control and drainage • Boundary and title surveys • Scavenger waste facility design • Irrigation systems • Topographical surveys • Outfalls and leaching systems design • Sidewalks and curbs • Horizontal and vertical control surveys • Chemical feed systems design • Storm drainage systems • Hydrographic surveys • Monitoring and control systems • Water mains • Route surveys • Nutrient removal treatment systems design • Local roadway study and design • Subdivision planning • Facility planning studies • Subdivision design • Sanitary and drainage study maps • Wastewater treatment studies • Streetscape design and improvements • Legal descriptions • Wastewater treatment plant design • Parks,playgrounds,athletic fields • Construction layout services • Wastewater reuse design • Parking fields • As-built surveys • Standby power systems • Highway planning studies • Architectural surveys • Sludge thickening,dewatering • Intersection design and improvements • Structural surveys • Sludge treatment,disposal • Visual impact analyses • Under-construction inspection surveys • Odor control • Resident engineering inspections • Easement survey and description • UV and chemical disinfection systems • Geographic Information Systems(GIS) • Sewer system extension planning • Green infrastructure design Landscape Architecture • User cost analysis • Structural conditions assessments • Sanitary sewer design • Structural building design • Tree inventory and assessment • Sewer rehabilitation studies and design •• Structural renovations/alterations Tree mitigation • Infiltration/Inflow evaluation • Cause and origin investigations • Landscape design and restoration • Pump station evaluations and design •• Retaining walls,bulkhead,and culvert design Conceptual site design • Odor control • Storm hardening/resiliency • Landscape planning • Security systems • Expert testimony • Illustrative renderings • Geographic Information Systems(GIS) • Landscape architectural detailing • Discharge monitoring reports Construction Phase Services • Streetscape and urban design • Plant performance monitoring • Parks and playgrounds design • Preparation of O&M manuals • Inspection • Campus landscape design • Facility start-up and operations • Shop drawing review • Private estate and residential design • Groundwater/effluent monitoring programs • Scheduling • Planting design • Operator training • Construction administration • Wetlands mitigation • Industrial pretreatment programs • Site safety plans • Green infrastructure • Prepare/revise sewer use ordinance • Grant administration • MWBE/SDVOB compliance MEP Services Water Engineering • Startup • Commissioning • Electrical systems design • Supply well design • Drone progress photos • Feasibility and implementation studies • Plant rehabilitation design • O&M manuals • Power supply • Water treatment systems • Utility coordination • Exterior and interior building services • Water filtration systems design • Response to RFIs • Closed-circuit television security systems • VOC removal treatment systems design • Job progress meetings • Emergency power generation • Distribution system analysis and design • Prepare punch list • Site/systems and load evaluations • Distribution hydraulic modeling • Project closeout • Energy studies • Automated mapping/facilities mapping • Record drawings • Site lighting design • Storage tank rehabilitation/repainting • Fire and security systems • Storage tank design Environmental Services • SCADAsystems • Tank and coatings inspection • Utility company rebates and incentives • Instrumentation and computer control designs • Air and water pollution control • HVAC systems design • Comprehensive groundwater modeling • Hazardous waste management • Heat and cooling load analysis • Geographic Information Systems(GIS) • Hazardous materials storage design • Steam systems • Aquatics and park design • Waste minimization • Hydronics • Public swimming pool design • O&M programs • Training programs • Asset management 2 Page 33 of 223 „, 1 , , 7 H 2 M . - H2M Offices miles 'zc r 4 1 4E[ v ti Distance from our Purchase, NY,office to the H2M Office Locations I New York Offices Town of Mamaroneck VA 1104114 IW TROY fiV ,_ sootig, Nc -WM 11011104/ NI 4 SUFFERN 44 VPURCHASE RIVERHEAD NEWYORKCITY MELVILLE• 9 oll p 538 Broad Hollow Road,4th Floor East 0 2700 Westchester Avenue, Suite 415 Q 1250 Route 23 North Melville, NY 11747 7 Purchase, NY 10577 T Butler, NJ 07405 230 West 38th Street, 14th Floor Q 433 River Street, Suite 8002 e 360 Bloomfield Avenue,Suite 301 New York, NY 10018 Troy, NY 12180 T Windsor,CT 06095 737 Roanoke Avenue e 119 Cherry Hill Road, Suite 110 880 SW 145th Avenue,Suite 106 Riverhead, NY 11701 T Parsippany, NJ 07054 Pembroke Pines, FL 33027 2 Executive Boulevard,Suite 401 Q 4810 Belmar Boulevard e 301 Grant Street,Suite 270, Suffern, NY 10901 T Wall Township, NJ 07753 T Pittsburgh, PA 15219 "H2M”refers to H2M Architects, Engineers,Land Surveying and Landscape Architecture,D.P.C.and/or its subsidiary H2M Associates, Inc.,and/or its affiliate H2M Architects&Engineers, Inc., as appropriate to the context. Each company's professional resources are available to the others to the maximum extent permitted by applicable state laws. H2M will not practice,and should not be interpreted to be offering to practice,any professional service for which it and its cognizant employees are not properly licensed. H2M Architects,Engineers,Land Surveying and Landscape Architecture,DPC(dba:H2M architects+engineers)is a NYS Design Professional Corporation. It maintains New York Certificates of Authorization to provide professional architecture,engineering,land surveying,and landscape architecture services. H2M Associates,Inc.is a New Jersey business corporation.It is a wholly owned subsidiary of the parent company.It maintains New Jersey Certificates of Authorization to provide professional engineering,land surveying,and landscape architecture services. H2M Architects&Engineers, Inc. is a New Jersey business corporation. It is an affiliate of the parent company,being under the ownership and control of a group of appropriately licensed officers of the parent company.It maintains New Jersey Certificates of Authorization to provide architecture and professional engineering services. It is also appropriately structured to maintain certificates of authority to provide architecture and professional engineering services in Connecticut, Delaware, Florida, Louisiana,Massachusetts,Pennsylvania,and Virginia. 3 Page 34 of 223 H 2 ' � M Core of Excellence 4110411‘.:: The Core of Excellence is an H2M exclusive initiative that sets us apart from the competition with a focus on excellence and quality as a core element of our services. It's a firm-wide commitment to deliver excellence through innovative and best-in-class service to our clients, colleagues, and ourselves. H2M's Core of Excellence is comprised of five key components: ` — QA/QC QA/QC (Q'J SCHEDULING III SPECIFICATIONS i We demonstrate our commitment to ensuring We recognize the importance of timely Our focus and commitment to excellence quality at the corporate level through project delivery and take great pride in our and quality is further reflected in our our appointment of a full-time Director of ability to quickly mobilize,assign staff,and Master CSI-based Specifications Library.A Corporate QA/QC to lead the development, complete projects on time.H2M developed dedicated,full-time Specifications Manager implementation, and oversight of H2M's a custom scheduling interface allowing for oversees the continual development, Quality Management System (QMS). consistent data inputs from the entire firm on standardization, and maintenance of our This commitment is further reinforced a bi-weekly basis.This is transitioning to a Master Specifications. H2M utilizes a by established quality assurance team centralized scheduling database that allows cloud-based specification software platform members who, independent of the project real-time total team scheduling updates and that allows all users direct access to our design team,assure that H2M's components awareness,allowing H2M to actively adapt Master Specifications Library to develop of quality are incorporated. H2M's QMS is our resources to meet the needs of even project-specific spec books. This process comprised of a combination of processes, the most demanding project schedules.We ensures that our project specifications tools and resources available to all H2M staff. can share detailed, easy to read graphic include the latest updates in product data These include Quality Control Checklists, schedules with our clients, allowing them and reference standards. established QA/QC communication to always have their finger on the pulse of channels,and templates all made accessible their project's timeline. thorough H2M's comprehensive Project Management Framework. 0 BIM/CAD ♦ri SAFETY __ CLIENT BENEFITS Building Information Modeling (BIM) has Safety is essential at H2M. We employ * Well-coordinated construction revolutionized the A/E/C industry. By using a dedicated corporate health and safety documents that reduce project intelligent 3-D digital models to generate our manager within the Core of Excellence. change orders and minimize cost designs,H2M can achieve a higher level of H2M has established mandatory safety overruns quality, consistency, and efficiency in our training and is actively implementing the production process,minimizing the potential Plan-Do-Check-Act methodology. By * Consistent quality and proven for change orders during construction. incorporating safety into our overall quality performance We employ a full-time, dedicated, and management systems,we ensure that all of independent team comprised of design our staff can get home safely each day and * Optimized resource allocation to professionals and BIM-CAD specialists that we proactively respond to our clients' meet project demands whose primary responsibilities are to health and safety requirements. create, deploy, and maintain company- * Increased compliance with the wide standards,templates,procedures,and workflows. Our adoption of BIM has been latest industry and regulatory the single most important change in how we standards design and manage our projects. * Enhanced project visualization via 3D modeling * Improved collaboration among all project stakeholders 4 Page 35 of 223 H 2 H2M's Subconsultant . M Our Subconsultant Though H2M is a full-service firm capable of performing a wide variety of services in house,to expand our depth of resources we have teamed with National Water Main Cleaning Co.,who will support this project by providing CCTV inspections.We have worked with National Water Main Cleaning Co. on numerous projects and can attest to their skill and commitment to quality. National Water Main Cleaning Co. is well-versed working in the Town from their previous work under the Sanitary Sewer Evaluation Study. As is the case for all our projects with blended teams, a senior member of H2M will closely supervise and review the work of our subconsultant before final submission. Highlights of our subconsultant's qualifications are provided below. National Water Main Cleaning Co.,a Carylon company, specializes in the inspection and planned maintenance of sewer pipes and water mains, giving their clients the knowledge and data they need to prevent backups and breaks. They have a long track record of '1111411 •-•••••••'111111111 success providing the expertise, equipment, technology and training to quickly, safely and reliably take on any infrastructure challenge. National Water Main Cleaning Co. is uniquely positioned to work side-by-side with municipalities, utilities, and industrial companies to deliver proven, scalable solutions. Services include: Sewer Services National Water Main • Digital TV Inspection Cleaning Co. • Manhole Rehabilitation 1806 Newark Turnpike • Sewer Cleaning Kearny, NJ 07032 • Chemical Grouting • Mini-Cam TV Inspection • Lateral Service Line Inspection &Sealing • No-Dig CIPP Repairs • Root Removal • Sewer System Studies Industrial Services • Tank Cleaning • Wet/Dry Vacuum Cleaning Water Services • Pipeline Diagnostics &Assessment • Pipeline Cleaning • Pipeline Rehabilitation 5 Page 36 of 223 Watershed Drainage Analysis91City of New Rochelle Drainage Evaluation Hydrologic Analyses New Rochelle and Mamaroneck, NY SERVICES Concept Plan Report Hydraulic Analyses PROVIDED Topographic Surveys Drainage Design Construction Cost: N/A The City of New Rochelle selected H2M to study the ,, „ ,,II ", Pinebrook watershed to investigate known flooding and ®.^:.';. jdaiCXi�� ' ' J h _ -I P.- ,- -=i Ilicl,1. 3 • icing problems and develop solutions to address the i . r . L. flooding. H2M is working closely with the City's Program - Manager, Brooker Engineering, to meet the intended goals of the project. The Pinebrook watershed is located in the eastern portion of - the City. Portions of this watershed extend outside of City limits f; — -=: into the adjacent Town of Mamaroneck. A total of 36 known - ti flooding issues have been identified throughout this watershed. - In addition, one critical facility is located within this watershed. We began by reviewing the list of known flooding locations and ` inspecting each area to familiarize ourselves with the nature of every drainage problem. H2M met with representatives from ; _ the City and Brooker to review the known flooding locations and - critical facilities throughout the watershed.Topographic surveying was required where limited information was available for certain locations. H2M then developed a "Concept Plan Report" that t.—: .. s;=� g , summarized the potential cause of flooding, proposed analysis ' Vy: `+ � „ scope and additional data/survey required, and proposed ' ,`°� hydrologic and hydraulic methodology intended to evaluate - - ' '• s ' i, ` , potential solutions. _, ;t' r'` ., We also completed hydraulic and hydrologic analyses of the study xi F .f area. Our analyses included 2-, 10-,25-and 100-year recurrence f interval storms. H2M reviewed the FEMA hydrology for FEMA- __, studied streams We utilized Bentley SewerGEMS software andlijirist- z ` the United States Soil Conservation Service (SCS) Method to _ ■ + �'_ _ calculate peak runoff rates for various storm frequencies and - -+�' -'- - `_``` 3 _ HEC-RAS for stream modeling. - -• H2M is currently designing alternative drainage solutions for the IOW ,, ' - _ 36 locations. For each alternative drainage solution,we prepared concept plans, cost opinions, and a cost-benefit analysis using the FEMABCAToolkitSoftware.Afinal report will also be provided containing map inventories, stormwater analyses, major findings, recommendations, priorities and cost opinions. The report will also include a watershed summary that summarizes the results of the study. Due to the anticipated large scale of the proposed improvements, the report will also identify the areas where the most and least favorable cost-benefit ratios have been identified so that improvements can be prioritized. 6 Page 37 of 223 Coastal Stormwater Drainage Study L 1 Town of Hempstead Hempstead,NY SERVICES PROVIDED Civil Engineering Stormwater Modeling Construction Cost: $300 million g - m a� 'E E 5 „ S - — o-9 1E 'IF 'a .mk__4__EN__.1'1—.1r: ,,, 15.,-_,4, 5''',)ti, '4\ 6 rgi'*1 . E 4 $ ,4 ° '' '\ , ff, o ao 1 � 01 1). :7k c,N, . oc g 'k..„,,c 4 1---- \'`.ri,--\-4 Ttr-c_ .44----4.;'.11,,,,-4" \ During several coastal storms, including Hurricane Irene, Tropical Storm Lee and Superstorm Sandy, many communities along the south shore of Long Island were subject to severe flooding due to high tides and heavy rain. Existing drainage infrastructure was completely overwhelmed, which resulted in the inundation of roadways, homes, schools, municipal buildings and businesses. The development of a comprehensive analysis for the Oceanside 7 ' ' r .o . hamlet was identified as a project as part of the NY Rising l " ' - ." 'm,, . $ Community Reconstruction (NYRCR) Program within the ~ r � � Governor's Office of Storm Recovery (GOSR). These plans -t, 7 -v* _ 4 •� ,;,-' sue "', �# outlined numerous projects to help rebuild more resilient . . ..•• ' " ' --! 1 communities in response to the severe storm damage. (� . .,,, ; `ri J �' .. H2M staff performed hydrologic and hydraulic evaluations for „y ,7 �• , F v the drainage systems within the 3,000 acre study area to assess �,,* 4" the abilities of these systems to convey runoff from the tributary s ' A ." ? \: • watersheds. Computer modeling was utilized to calculate �. f, t `%/ -tf 'rrff;' b` `':, peak runoff rates for various storm frequencies. Based on the # ', w• "v, r. results of the computer modeling, we were able to recommend I , ' - , m" . sv= improvements to existing infrastructure to alleviate flooding ,'• t " . • „"- during storm events, including increasing pipe capacity, installing . �: :` w `� , pump stations, raising road elevations and developing green ; "P "$ - E , h"° r `' G y�y infrastructure techniques to improve water quality. ti „y. ,w,.,,aMrm II .f Ih I 1 r R] 7 Page 38 of 223 I Drainage Improvements ,, ,,, City of New Rochelle Department of Public Works New Rochelle,NY SERVICES Civil Engineering Surveying PROVIDED Construction Cost: $2.35 million ; 1 a l _ ' ----- b -,. , - -~'tit , . _ . L.lit la , • 1 1 ,! '51 . b �, a �t i i,f 144 :y — - ---' vac, ,v, 1 41111411"- —',!.!..,, AM' ,.. i 1 a� - _ �. ` ter• - _ IRV li.ii ...,. Vi ' Allikill II 711 K. AWARDS The City of New Rochelle selected H2M to design improvements to existing drainage systems that serve a 2,000-acre watershed. The existing drainage system encompassed more than 5,900 Record plans were contradictory, so H2M staff conducted an linear feet of storm drain pipe that ranged in size from 12 to 66 accurate inventory and field survey of the existing drainage inches in diameter,including a 55"x 38"box culvert.Improvements systems. This included a physical inspection of each accessible were required to address significant flooding events within catch basin,manhole and junction box in order to verify pipe sizes, residential communities that occurred in 2007.A series of storms pipe routing, and inverts. To supplement the visual inspection, resulted in many homes and streets being flooded due to a video inspections and tracing dye were utilized to confirm pipe drainage system that lacked the capacity to convey the intense routing in areas where record information was unreliable or could rainfall. Portions of the existing drainage system were more than not be field verified. Once an accurate plan was developed for 100 years old and the system had been modified and extended the existing system, appropriate improvements were designed numerous times since its original construction. As a result of based on a recent drainage study conducted by the City. Design this "piecemeal" construction, numerous types of unorthodox improvements included combining parallel drainage lines, construction methodologies were utilized to connect the various increasing pipe capacities and improvements to various drainage sections of the drainage system. structures to improve hydraulics of the piping system. H2M prepared plans and specifications, and provided construction administration and inspection services for the project. 8 Page 39 of 223 MS4 Mapping91 Cornell Cooperative Extension Rockland County, NY Mobile Application Mapping of Stormwater Assets SERVICES Development Data Hosting Web Service PROVIDED Training for ArcGIS Construction Cost: N/A Application 4 1 j ,�. . - - .. r In t • • .f c n!` •4 .- f „.-% ---: --4.;''''.- --... .tVi. L low .,---. .---4, -,' • ..., . - -; . 111; -----; *giltri-N. -4."" . -IIIIS," 1441-14:0•4pernilOsiorrija°-40V4”:i".4W-44: •2""dip- -,* --..;; '-'..,. __ • ___. _ ,46., i .iiptilaisi,„ ' v Ant...___ -'i , 1,....,, ,, ,,_.\ . lkirier .o.,-4 ,14.-tv,,,'....L. . --gi ,.. ,,,,..; , 40 s, �" - \^ 0 1111 II n,�FflC H2M was selected to implement and manage the creation of a GIS database for mapping the stormwater assets for the Stormwater Consortium of Rockland County, which is comprised of 23 municipalities in the County. H2M was selected to implement and manage the creation in gathering the outfall data to satisfy the requirements of the of a GIS database for mapping the stormwater assets for SPDES MS4 program. It is estimated that there are over 2,500 the Stormwater Consortium of Rockland County, which is stormwater outfalls in the towns and villages of Rockland County. comprised of 23 municipalities in the County. The project was completed under a Water Quality Improvement Project (WQIP) Combining the original data collected from existing stormwater grant ($410,000) funded by the New York State Department of system maps, additional field work to identify stormwater outfall Environmental Conservation (NYSDEC) and administered by the locations, and converting the various formats to GIS, the project Cornell Cooperative Extension-Rockland branch. The mapping resulted in a comprehensive mapping of the municipal separate program was conducted to meet the SPDES Compliance storm sewer systems (MS4), County-wide. The firm also trained Schedule between NYSDEC and the Stormwater Consortium of municipal users in the use of the tablet-based GIS app for outfall Rockland County. inspection and data collection. The 23 consortium member communities now have a GIS technology-based solution that will H2M,through ESRI's ArcGIS Online,hosted a data website which streamline the required outfall inspection process and improve provided access to a centralized web mapping system.A mobile data consistency, storage, and access. application was also developed to assist the 23 towns/villages 9 Page 40 of 223 Coastal Stormwater Drainage Study1.1 Dormitory Authority of the State of New York Freeport and Merrick,NY SERVICES Civil Engineering PROVIDED Construction Cost: $300 million(estimated) During several coastal storms, including Hurricane Irene,Tropical Storm Lee and Superstorm Sandy, many © 4 {' communities along the south shore of Long Island were =40 subject to severe flooding due to high tides and heavy .. ti rain. Existing drainage infrastructure was completely - 7. overwhelmed,which resulted in the inundation of roadways, - 1 m homes, schools, municipal buildings and businesses. ' The development of comprehensive analyses for many communities throughout Long Island were identified as a project .. �� ;' as part of the NY Rising Community Reconstruction (NYRCR) Program within the Governor's Office of Storm Recovery(GOSR). 1 This plan outlined numerous projects to help rebuild more resilient ' ' �° h,.,..• communities in response to the severe storm damage. ; k �„„,„, .f<. L We were selected to develop the study for the Meadowbrook ` � Corridor which includesportions of the Village of Freeport and •-• 9 p Merrick Hamlet. Our effort included a desktop analysis of a 7.2 square mile watershed. Available record information for existing � , ~µ '. stormwater infrastructure within the Meadowbrook Corridor watershed is limited. A better understanding of how surface and • subsurface water moves through this watershed was required s to provide insight into the most effective potential stormwater i management solutions along the corridor. The overall study for • ' this project included a comprehensive analysis of the existing drainage systems, as well as the evaluation of the following five pilot projects utilizing green infrastructure methods to help mitigate flood risk and improve water quality: • Retrofitting stormwater outfalls with shallow pools and riffles i ; h- ` to remove pollutants • Creek restoration of East Meadow Brook ' ,§ rt • Modifications to the weirs for both Freeport Reservoir and "` Merrick Reservoir 4 • Constructing a floating wetland in East Meadow pond • Reestablishing and daylighting the buried portion of -- ,ffs-- ��� Freeport Creek _ r 10 Page 41 of 223 Drainage ImprovementsITown of Clarkstown New City,NY SERVICES Topographic Survey Inspection PROVIDED Civil Engineering Construction Cost: $260,000 ry z, r_,rT t Fr i'. + �. — - w - . . • " is .w w .s `1e .r r .17' i. i.c tom~ l .. ` y '' s `' ? M4 +-'.ASS l - I^ Residents of Denver Drive were facing a significant flooding problem as a result of inefficient geometry of a pipe culvert and catch basin. The Town selected H2M to resolve the flooding. The existing culvert included 90 degree bends and an integral catch basin, which affected the hydraulic capacity of the culvert. H2M developed a computer model to determine the peak flows ---.- -- from the tributary watershed to address this situation. For addition to removing the 90 degree bends, our evaluation identified the need to increase the existing pipe capacity. Changing the geometry of the culvert required obtaining easements from ��- several home owners. - $ Y, ;;, H2M developed easement maps to assist the Town with obtaining .- -i ° + "" ,� these easements to construct temporary, as well as the new outlet. }'` •t=: ' - g �`- �`' "'t"w 'r •,, y� . { TA ilkT-.��.. I - -h, The final solution to resolve the flooding was to install a 71 inch 1 - _"_ C- �'+ z,47 by 47 inch corrugated metal pipe arch that would be large enough _ .- to convey the water from the stream under Denver Drive. -. + •. " 11 Page 42 of 223 DrainageStudy91 Town of Clarkstown New City,NY SERVICES Stormwater Evaluation Drainage Design PROVIDED Construction Cost: $750,000(estimated) ti e 40 ,fib• -. rig.-„r"- �� ,�, H2M was retained by the Town of Clarkstown in conjunction with a downtown redevelopmentlrevitalization program for a section of West Nyack Road. As part of this assignment, H2M's civil engineers evaluated a r _L , 200 acre watershed including five separate culvert crossings. - " Ru ' �'� , v,__ 4 ",;; The evaluation needed to be performed prior to commencing ' s -� '' the physical modifications to West Nyack Road, so that potential ` 1 k' c4' +`_` drainage and flooding issues related to these culverts could be '-'� V �=" addressed in conjunction with the overall roadway reconstruction/ ;,;: Y -e'": `� streetscapeprojectthat was integral to the downtown revitalization. ii'* r '*_" yam- The project was funded through the New York State Environmental ' $ � '- ,- Re Facilities Corporation (NYSEFC) and needed to grant design - - approval. This resented some challenges throu houtthe approval a process as the Town's goals did not always align with NYSEFC ip - standards. Ultimately H2M was able to provide a design that met .: ,,- the Town's needs while meeting the requirements of NYSEFC. The scope of services for this study included obtaining ,---7.- N-- ‘,- i.r F topographic information of the culverts and surrounding areas for - . F the purpose of evaluating the drainage capacities of the existing r ti. �p q . P _.i _ culverts. Utilizing SCS methods, H2M engineers evaluated the . 4 `' upstream watershed and determined flow rates to each of the - - -, -As. •-_3 . 1:4 = ,y, culverts for various recurrence interval storm events. Based on our hydraulic analyses, various culvert improvements were proposed. Improvements included upgrading the culvert sizes, reconfiguring entrance and exit conditions, erosion control best management practices, and construction of two new stormwater detentions basins. 12 Page 43 of 223 DrainageandSanita StudrY Y91 New York City Department of Design and Construction SERVICES Topographic Surveying Civil Engineering Brooklyn,NY PROVIDED Stormwater Modeling Construction Cost: $8 million The New York City Department of Design and Construction — (NYCDDC) commissioned H2M to investigate the causes of frequent flooding and sewage backups within two of the communities surrounding Stanton Court and Lake Avenue a. i in Sheepshead Bay. .',' pill . When the Coney Island Sewage Treatment Plant was constructed in 1971, many of the roads were elevated in the Sheepshead Bay i section of Brooklyn.However,many of the existing homes remained at their original elevations, which left them approximately four feet below the street. Combined with an aging and deteriorated private ,. _ V. sewer system,this caused widespread flooding and backups from the combined sewers during even minor rain events. -- - iliiii Many of the developments in Sheepshead Bay are organized around an interior mews and were served by private utilities that connected to the public infrastructure on the adjacent elevated roadways. The homes were built in the 1920s over a former im wetland area and were initially utilized as summer cottages. Most !l'7 '"^0" of the homes have since been winterized and expanded. Many p II of the residences suffered significant damage in 2012 due to flooding and tidal surges experienced during Superstorm Sandy. y Many of the property owners were participating in the New York City Build it Back Program, which included storm hardening and elevating the homes, and both developments had been the subject of a separate study by H2M to determine how to address However, this option would require all the homeowners within each the housing related issues. However, the flooding and sewage development to elevate their homes either through the Build It Back backups were a larger issue. Program,or privately.Since NYCDDC could not obtain 100%program Avariety of improvements were considered to address both storm water participation from the property owners,an alternative was necessary. flooding and sewage backups.Options that were evaluated included: Ultimately, H2M recommended a solution that did not require all • Placement of sufficient fill in the mews area to raise the homes to be elevated. Our recommendations included: ground elevation to be above the surrounding roadways • Abandonment of existing deteriorated privately owned sewers and elevating all homes • Construction of new sanitary connections for homes with • Replacement of the internal sewer network direct frontage on public streets • Construction of on-site storm water detention systems for • Construction of new sanitary sewer lines for mews areas,with roof and ground surface areas connections to sanitary sewers on adjacent public streets H2M had initially identified raising the ground elevation throughout • Construction of separate storm sewer systems utilizing both developments by approximately four feet,to match the grades detention storage for both roof and ground surface areas,with of the adjacent public streets.This would allow the interior portions overflow connections to existing NYCDEP combined sewers of the developments to drain overland, as in most conventional These improvements ultimately resolved the flooding and sewer residential developments. backups in both communities. 13 Page 44 of 223 FloodingRemediation United States Postal Service Wading River,NY SERVICES Topographic Survey Civil Engineering Construction Cost: $310,000 PROVIDED ,1)_____ _ . . . . \ \ \ \ \11,k li\ _,,,,!,,•-• \\ 'I'I,',I i y r• ,, ,e4,4% ,- r - • H2M investigated and developed construction documents to alleviate severe flooding issues at the Wading River Post Office. The Wading River Post Office experienced severe flooding in - 3: the loading dock and mail carrier platform. The nature of the ,:� a''," flooding typically required relocating vehicles and operations to adjacent post offices even during moderate rain events. H2M was assigned to investigate the cause of flooding and develop ` construction documents to alleviate the problem. We identified I the source of flooding, which included runoff from adjacent �---_r properties and Wading River Manor Road. Additionally, the site r, possessed limited drainage infrastructure to contain runoff from even the Postal Service property. H2M developed a plan that prevented stormwater runoff generated on adjacent properties and roadway from entering - -`,. , the Postal Service site. The plan also incorporated additional .- - yw drainage improvements in the loading dock and mail carrier platform to conatin site runoff. The result was dramatic and - • enabled the facility to maintain normal operations following heavy rain events. 14 Page 45 of 223 Flooding Remediation91Town of Clarkstown New City,NY SERVICES Civil Engineering Topographic Survey PROVIDED Inspection Construction Cost: $410,000 '° fir 1 f.:.. f -' ' 3 • x. , ar ,,. 41.. - •. 04 {7l 1 IS: — ',,..90:*,,-'' '44,1.;: ito-9) ?7,...li- • .-. , , - . — — The Town of Clarkstown was experiencing major, damaging flooding along a critical town roadway that caused several closures of the town municipal pool center and significant economic loss from flood recovery. H2M was selected by the Town to investigate the cause and and ensured all stakeholder matters were addressed in a timely recommend solutions. Drawing on decades of experience in manner,allowing fora successful project implementation that was stormwater and sewer design, along with our team of hydraulic on schedule and on budget.We also developed and implemented engineers, we developed a hydraulic model of the existing a Maintenance and Protection of Traffic Plan(MTP)for necessary 600 acre watershed tributary to an existing drainage culvert, construction detours. which was identified early on as a likely factor in the flooding. Recognizing that community development had increased the impervious nature of the watershed from its 1950's origin, appropriate runoff coefficients and IDF curves were used in the °` z I$ r. model and established the existing 18 inch diameter corrugated t pipe drain feeding the culvert was severely undersized. Working with Town leadership we assisted in stakeholder i ;, outreach with private property owners and private utility - S. • companies including United Water, Orange and Rockland Gas, • and Orange and Rockland Electric to develop a project plan ! - for solving the problem. We developed contract documents for .;• the replacement of the existing culvert with an 8 foot by 4 foot ,,, ), concrete box culvert that crossed under Lake Nanuet Drive and , , private property.The design also required the relocation of various + ' i other utilities, including the redesign of a sanitary siphon to allow - • _ -v - " — - for the box culvert installation. Also included in the design were " ,.,,, recommended improvements to the Best Management Practices _ .. (BMP) that stabilized the surrounding stream, controlled critical k 4 'lip ;i ' - - velocities and minimized impacts due to erosion.We assisted the • i Town with acquisition of temporary and permanent easements 15 Page 46 of 223 Flooding Resiliency Plan91Battery Park City Authority Permitting,Approvals Topographic Survey and Coordination Needs GIS Mapping New York,NY Identification Site Planning pp g SERVICES Civil/Environmental PROVIDED GPS Data Collection Engineering Construction Cost: N/A Preliminary Cost Projections ', - _ I Mrrl LEFT L i' 3y CI i a '4111 — ' WI, Vint ',. A r ' , I '11 a , a 1, ._ H2M was retained by Battery Park City Authority (BPCA) to evaluate and help advance a conceptual resiliency plan consisting of a series of interconnected barriers extending approximately 1,500 feet inland that would protect the Battery Park City property's northern borders. The plan was commissioned to address the threats of damage and injury to Battery Park City (BPC) and its residents as a result of future severe storm activity, storm surge, and sea level rise associated with global climate change. Located on the lower west side of Manhattan along the banks land uses, and visible infrastructure. Field data was coupled of the Hudson River, Battery Park City is not only subject to with available Geographic Information Systems(GIS)for utilities, high storm surges during events like Hurricane Sandy, it is also land use, sea level rise, and storm surge. In addition, H2M located in a densely developed and highly trafficked area of NYC. planners identified site planning and environmental permitting and assessments that would be required to support project H2M prepared a preliminary planning report that vetted the flood construction and implementation. barrier concept. The area associated with the project represents a critical point of low elevation vulnerability for BPC as well With this information, H2M conducted a preliminary review of as for other parts of Lower Manhattan. In order to adequately cutting edge flood barrier types and technologies for numerous address the risks associated with this area, BPCA intends to site conditions with varying constraints. Special attention was create a barrier system that incorporates the northern limits of also given to barriers that could achieve a challenging project BPC and extends roughly from the North BPC Esplanade at the goal, crossing West Side Highway. For this area, many barriers intersection of Chambers Street and River Terrace, east across that are 'deployable' via rising flood waters or were otherwise New York State Route 9A and along Chambers Street to a point easily operated, were reviewed along with their potential of termination at roughly the northwest corner of the intersection advantages and disadvantages for the site's context and of Chambers Street and West Broadway. challenges. H2M then produced graphics of selected sections of the barrier wall system, proposing concepts that minimized H2M analyzed the barrier concept through careful analysis aesthetic changes while meeting project goals of flood protection, of existing project area conditions. This included field work to ease of deployment, and maintenance. record ground elevation data, and review of existing buildings, 16 Page 47 of 223 Sanitary Sewer Capacity Evaluation Findings Report City of New Rochelle Collection System Existing Condition New Rochelle,NY SERVICES Hydraulic Modeling Assessment PROVIDED Cost Opinions Survey Engineering Report GIS Construction Cost: $65 million H2M was retained to analyze the existing sanitary sewer �.-. a`r � system within the downtown area of the City of New ,Th ,*4 • Rochelle as part of a zoning plan. 4. \ EL°2,RL,NG,°N tli ® ' !p� ; ` 111\ INSTALLED MH_77389 _....\.. The City of New Rochelle has approved a zoning plan, known 1 SO as the Downtown Overlay Zone (DOZ), that creates a path for , j developers to incorporate housing, retail, commercial, office, � liWk FLOW METER ID19 r� 0 hotel, and community facilities in and around its downtown area % 265H0°DEN°TST / STAL262 and transit center. This zoning has allowed for unprecedented ��ti.i.iisiti;11...1-•11-st....,`` a oli IN265H GUD NVE development opportunities. In response, the City needed an •evaluation of its existing sanitary sewer capacity to identifyV�sections that would be impacted by additional sanitary wastewater 3 ��+ kw,' flow resulting from development within the DOZ. H2M was ',' 4. ; � retained to analyze the existing sanitary sewer system within the o ®, � �� i� downtown area. \11101•a 1111 lu 11 , S o Our ongoing engineering efforts include: i� ��� `� �` ��" 0 A ill .4 < • Topographic survey of horizontal coordinates and all �c1` lk A manhole rim and invert elevations of sewer subsystems that 1w y .. �* i FLOW METER ID 25 , a 64 CENTRE AVE. would be impacted by proposed development projects. The �. { �'�i. INSTALLED MH 78364 , manhole locations identified during the topographic surveys 04�, • (SE INVERT) �, ,were correlated and labeled to match the numbering system ° 't ` `:j4used in the current GIS map provided by the City. A total �� p� yWAI.of 141 sewer and drainage manholes, and approximatelyill Ifille ' ,'i — o• 27,500 linear feet(5.2 miles)of sewer was surveyed. : 7 • Using the collecting survey data, a model was developed / ���� A to calculate the maximum hydraulic flow capacity in each ELOWMETERIOs7: ���sewer segment. Critical s stem sections were identified. A 39,HDGDE"DTST' �-y Y IN8366 � � � �total of 119 sewer manholes and 25,228 linear feet of sewer NEINVER)• � /� • ��.pipe were selected to be used to model the eight zones in ►•As* iir ���lilt: ' ���� the sewer system required to evaluate the existing hydraulic � � � � „� /•�� capacity and associated impacts anticipated from the d' �Ar./ • �/ ® O .��� connection of each proposed development project. fr \* \ /� � / �% O ';.� 0 • Seventeen flow monitoring devices were installed at critical 'AC d. ��,� //i 0 o •� ' locations to provide actual current flow rates and values. �' 444, �� The average daily flow (ADF), peak hourly flow (PF), and / 4111r. ° I / 0, , peak hourly flow with inflow removed (PF less inflow) were / FLOW METER ID 23 \ . -� . o 6,BLESSED SACRANENT SITE , determined from the data during collection period. Rainfall #$ . NSTALLEDMH 77,28, data collected via rain gauge was correlated to the flow or��� 4® cia �� ��y fQ monitoring data to identify potential inflow and infiltration `� • contributions to the sanitary sewer system by comparing dry weather peak flows to wet weather peaks at each flow monitoring location. . * � r ', � r _ M�* )0 17 Page 48 of 223 • Sanitary sewer loads were estimated fortwenty-five proposed developments.New York State Department of Environmental : . Conservation (NYSDEC) Standards for Intermediate Sized ; Wastewater Treatment Systems (March 5, 2014 Edition) " were utilized to estimate the average daily design flow for t, each proposed development. The peak hourly flows were calculated using the formula in the Recommended Standards for Wastewater Facilities (10 State Standards). Geographic , - Q� Information System (GIS) mapping of the existing sewer "; „,.� system, made available by the City, was used to identify the location of each proposed development project and the flow input relative to the existing sanitary sewer system. ° • The hydraulic capacity of the existing sanitary sewer system -. °� model was evaluated using the following six flow scenarios: _ /' _. Cl 1. Existing average daily flow(ADF) . ,4 _ ° i. 2. Existing peak hourly flow(PF) ;2; s 3. Existing peak hourly flow with inflow&infiltration �' �' removed (PF less I&I) d 4. Proposed average daily flow(ADF including average fir 0 daily development flows) �„ - e0. 5. Proposed peak hourly flow(PF including peak hourly r development flows) � �� 6. Proposed peak hourly flow with inflow and infiltration removed (PF including peak hourly development flows m,°mow o r. -\ less I&I) s ,. • The hydraulic capacity analysis identified the sewer system to be sufficiently sized to accommodate the existing ADF while - °°•+� l M, '- maintaining 50%or greater pipe capacity within all sections of pipe evaluated. To accommodate the additional ADF and PF from the proposed development sites, sewer enhancement �. .: projects were recommended for four of the eight drainage zones to eliminate capacity issues and potential surcharges. `" Additional sewer enhancement projects to bring existing $ 9` Tp. six inch diameter sewers into compliance with current o~ Westchester County Health Department requirements. x - � � �-��,� An engineer's cost opinion was developed for the sewer -- -� i. .�m 0, - improvements in each zone. a , ® , z H2M continues to prepare plans and specifications for this �� r i' '\ ,N a , V' ongoing project. � � �Q 1'® s' o 0. / ‘ 2,,,"‘C'' \ ; ,':,7V7Y2Ezm.....>'''''' N \' '''':4-N'' '' '.4:'> '\'''\\U'''''*' V V Sanitary Sewer Capacity Evaluation Findings Report 18 Page 49 of 223 SanitarySewer Evaluation Study91 Village of Scarsdale Scarsdale,NY SERVICES Engineering Study Cost Estimating PROVIDED Construction Cost: $738,000 7 ? — 1.00 0.9 - D.75 o p — Duentdy U•0- -0.505 — Rain 0 1 ti 0.3 a � — —— �# fit Rem U \ P' ! Lik + �.+ 0.25 n \ 0.0 I . 1 �_ I ., i I 8 Thu 15 Thu 22 Thu 1 Sat 8 Sat 15 Sat 22 Sat Jun 2017 Date H2M conducted a Sanitary Sewer Evaluation Study on the Mamaroneck Valley District portion of the sewer in the Village of Scarsdale to identify sources of infiltration and inflow (III) and establish a current condition assessment of the sanitary sewer piping and manholes within the Village's part of the District. The study consisted of four parts: conducting flow metering at After reviewing all flow metering data, not just averages, to 15 manholes, monitoring groundwater levels at four manholes, determine potential locations with infiltration and inflow, H2M conducting rainfall measurements at one location during flow recommended a three year plan that prioritized repairs on metering period; cleaning and televising 29.6 miles of sewers sewers that were found with infiltration and inflow and further with pipe diameters ranging from six to 20 inches; inspecting 635 investigation. Recommendations were also made on repairs to manholes; smoke testing 6.7 miles of sewer. address structural and maintenance conditions. A cost opinion was prepared for the repairs. Data will be used by the Village The defects observed during the video inspection were ranked for their Capacity Management, Operation and Maintenance according to severity on a "structural" and "maintenance" basis (CMOM) program for their collection system. utilizing Pipeline Assessment Certification Program® (PACP°) Coding. Results of field testing were presented in the Study. Repairing the sewer system infrastructure will reduce the cost of We established 1,010,000 million gallons per day (MGD) as the conveying and treating extraneous flows in the sewer system. average daily design wastewater flow rate in the study area. In addition, reducing extraneous flow will also reduce impacts Four rain events greater than 0.5 inches occurred during the currently caused by high flow during storm events at the publicly period of flow metering. Average daily flow during period of flow owned treatment plant. metering was 1.469 MGD. Consequently, source of 0459 MGD of Ill needed to be determined. 19 Page 50 of 223 SanitarySewer Evaluation Study91 Village of Scarsdale Scarsdale,NY SERVICES PROVIDED Engineering Study Cost Estimating Construction Cost: $73,950 Profile Plot w Barry Road Sanitary Sewer Peak Design Flow-Diversion Upstream 238 - m,w-a, 237 --- 235 'N- 233 ---6'`'m t t , , it 232 . 231 -- 230 -- -- 229 - -link IDP1-0 228 -- ----,Ler-4126704 t , 227:- Dia 0.67It W 226 -- .e 0.0440 ttHt �J H 223':32 ft 225 --. '571T - 224 -.• _14 n u 1 w- , �.223 N>, _ v V d S a o mwn 221 a�N- 'nit' ', , L.220 ° �-- w 219 L t r ' ,a-H N ti u m J w 216 u m y-" m 217 - In 1'.;. �u- m%a row Length 25` " "' 215Dia 0.671f 216 ---_, LI , µ-sr-a -,- 214 Up Slope0 04157ft _ dkJDP12--_ u L Link;IXA1n f -�' q C p n -_--_ength299b]-ft- +M_inkltrRl6--� 213 Dn loved 210 55 tt LangIhT88¢flz 212 ■ :_ 67�41____ 211 )?ia0 1,11M/ft 210 r^ _ � I 209 Nolen. -. _ 11111111.111 _._illatt E` - oe --.. Pipe£ricton£actor=0.014£m-segrnenlsPl4,PI3,P12,endP11 ■ ■ 207• - Rpe friction factor=0.011 for segnenlPlO This run considers no backwater coniGon in the CouNy intereepto 206. -- - - - — _ 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 950 1,000 1,050 1,100 1,150 1,200 1,250 Station in) H2M conducted a study on a portion of the sewers in the Hutchinson River Valley Sewer District to evaluate the cause for wastewater to backup into homes along the southerly end of Barry Road. The study involved reviewing reports from cleaning and televising homes and the County trunk line has the hydraulic capacity to of sewer to determine if there were conditions such as roots convey the sanitary flow from homes in the service area noted or deteriorated pipe impeded conveyance of wastewater and in the report. locations where infiltration was occurring; smoke testing of 3.4 miles of sewer; installation and review of data from depth of Depth of flow measurement at one of the manholes indicated a flow sensors installed in two manholes; calculating the design high intensity rainfall can cause a portion of flow conveyed by wastewater flow in the study area; and calculating the design sewers in the Bronx Valley Sewer District to be diverted to the hydraulic capacity of the Westchester County trunk line and Barry Hutchinson Valley Sewer District through a sewer in Barry Road. Road sewer segments. A cost opinion was prepared for the repairs to reduce infiltration and Defects observed during the video inspection were ranked to eliminate inflow in the public right-of-way. Implementing corrective according to severity on a "structural" and "maintenance" basis action will eliminate sources of extraneous flow which utilizes pipe utilizing Pipeline Assessment Certification Program® (PACP®) capacity. The report also included a recommendation that property Coding. Four locations had an M5 rating and eight locations had owners with direct and indirect connections to the sewer take an M4 rating for allowing infiltration. corrective action in accordance with Village requirements. The hydraulic analysis concluded the existing eight-inch sewers on Barry Road tributary to Westchester County trunk line have the hydraulic capacity to convey the sanitary flow from the 42 20 Page 51 of 223 (MK. NATIONAL WATER MAIN CLEANING CO. IAThe Environmental Protection Specialists An Equal Opportunity Employer NYC BIC License#468 REFERENCES COMPANY CONTACT EMAIL TELEPHONE FAX NAME NAME NUMBER NUMBER Boswell Giselle Diaz GDiaz(kboswellengineering.co (201)641-0770 (201)641- Engineering m 1831 Village of Roslyn Sam Daliposki, sdroslyn(khotmail.com 516-204-3469 (NY) Superintendent Township of Kevin Smith, Kevin.smith@twp.woodbridge.n (732)602-6047 732-602-6048 Woodbridge(NJ) Senior PW j.us EXT.4719 Inspector Rockland County Cynthia Liu,P.E. LiuC@co.rockland.ny.us 845-365-6111 845-365-6686 Sewer District No. 1 Passaic Valley Eric Granholm, EGranholm(kpvsc.com 732-995-4450 973-817-5995 Sewerage Civil Engineer Commission Jersey City MUA Rich Haytas r.haytasOjcmua.com 201-954-8463 Mott MacDonald Kevin Wynn, kevin.wynn(ajmottmac.com 973-912-2537 P.E. Franklin Township Scott Nocero snocero(kftsa-nj.org 732-873-2420 732-873-2079 Sewerage Authority Village of Scarsdale David Goessel— dgoessl@scarsdale.com 914-722-1106 NY Village Engineer Page 52 of 223 21 ► NATIONAL WATER MAIN CLEANING CO. The Environmental Protection SpeciaGsLs Ah Equal Opptuturl y Employer NYC BIC LICense#46b EXPERIENCE & REFERENCES SEWER CLEANING AND INSPECTION New York City Department of Environmental Protection (NYCDEP) 96-05 Horace Harding Expressway Corona,NY 11368 Contact: Zach Schultz Bureau of Water and Sewer Operations I CSI Contract Support Unit (0)718 595 5316 1 (C)646 946 8770 E-mail:zschultz((a,dep.nyc.2ov TV-20-MQX:Cleaning&CCTV Inspection of Sewers in Manhattan, Queens, and Bronx Contract Amount: $ 6,743,400.00 Start date: November 2019 Completion Date:December 2022 Cleaning and CCTV Inspection of 24"—84" sewers and appurtenances. TV-20-RK: Cleaning&CCTV Inspection of Sewers in Brooklyn and Staten Island Contract Amount: $ 6,743,400.00 Start date: December 2019 Completion Date:December 2022 Cleaning and CCTV Inspection of 24"—84" sewers and appurtenances. PS-1417:Removal and Disposal of Residuals from Large Diameter and Long Sewers. (E-PIN:8266B0005001). Contract Amount: $7,694,487.00 Start date: May 2016 Completion Date: Aug 2019 Removal and disposal of residuals from sewer pipes 60"or greater and up to 30,000 feet in length. Inspections of sewer and other miscellaneous pipes using CCTV or Sonar Sensor technology and preserved with digital audio-visual recording. PS-1418: Wards Island,Bronx Intercepting Sewer Unconventional Cleaning. (E-PIN:82615B0053001). Contract Amount: $14,370,000.00 Start Date: January 2016 Completion Date: January,2019 Cleaning and Disposal of 4,800 cubic yards of settled debris and CCTV& Sonar inspection of 18,000 feet of pipe. PS(R)-1413:Removal and Disposal of Residents from Collection Facilities Citywide. (E-PIN:82616B0035001). Contract Amount: $10,316,521.00 Start date:February 2017 Completion Date:Feb 14,2020 Removal and disposal of residuals from sewer pipes up to 2,000 feet in length citywide and 20,000 cubic yards, CCTV or Sonar Sensor technology and preserved with digital audio-visual recording for interceptors,wastewater treatment plats,pumping stations,regulators, grit chambers, sludge force mains and CSO Facilities. Page 53 of 223 22 ► NATIONAL WATER MAIN CLEANING CO_ The Environmental Protection SpeciaGsLs Mi Equal Opptutuml y Employer NYC BBC LIcense#46 TL-16:Removal and Disposal of debris/residuals accumulated in trunk lines of the City Sewer System at unknown locations, Citywide. (E-PIN:82616B0033). Contract Amount: $3,077,255.00 Start date: April 2017 Completion Date:March 2019 Removal and disposal of residuals from sewer pipes 48"or greater. Inspections of sewer and other miscellaneous pipes using CCTV or Sonar Sensor technology and preserved with digital audio-visual recording. SCTV-14:Cleaning and CCTV Inspection in the Sewers System Downtown City-wide(NYC) Contract Amount: $4,130,760.00 Completion Date:May 2018 Provide all labor,equipment and material required for the removal and disposal of all deposits in the sewers and appurtenances(manholes,chambers,catch basins,etc.)at various locations throughout the Five Boroughs of New York City,as well as post-cleaning closed circuit television inspection. The sewers vary from six(6)inches to eighty- four(84)inches in equivalent diameter,and are of various material like clay,cement,brick,concrete,etc. Cleaning and removal of deposits from the sewers is performed by utilizing combination sewer cleaning machines(fetter plus vacuum). SCTV-16:Cleaning and CCTV Inspection of Sewers at Unknown Locations in the City Sewer System. (E-PIN: 82615B0066001). Contract Amount: $2,749,960.00 Start date: July 2016 Completion Date: July 2018 Removal and disposal of all the deposits in the sewers and appurtenances up to 6"and 84"in diameter. Cleaning and removal of deposits from the sewers shall be performed by utilizing combination sewer cleaning machines(fetter plus vacuum)equipped with 1.25"hose and at least 120 GPM at 2500 psi. CCTV Inspection of sewers. Mobilizing and demobilizing equipment, material and manpower for each location,where the total linear footage of sewers required CCTV inspection as directed by the Engineer,is less than five hundred(500)linear feet. Contract AHC17-RK-R:Services of a Mobile Vactor—Jet Flusher Machine for Sewer and Catch Basin Cleaning with an Operator and Laborer,Brooklyn and Staten Island Contract Amount: $3,070,704.00 Completion Date: September 3, 2021 Vactor-Jet Flusher Machine(VAC)to clean arterial highway catch basins and associates chutes and storm, sanitary and combined sewers for clogged catch basins estimated at 450 shifts for approximately 4,420 arterial highway catch basins in Brooklyn and Staten Island. Contract AHC17-MX-R:Services of a Mobile Vactor-Jet Flusher Machine for sewer and catch basin cleaning with an operator and laborer,Manhattan and Bronx Contract Amount: $3,216,374.00 Completion Date: September 3,2021 Page 54 of 223 23 ► NATIONAL WATER MAIN CLEANING CO_ The Environmental Protection SpeciaGsLs An Ecua&Opportuhfl y EMp#4yer NYC BIC LIcense#46 Vactor-Jet Flusher Machine(VAC)to clean arterial highway catch basins and associates chutes and storm, sanitary and combined sewers for clogged catch basins estimated at 679 shifts for approximately 6,800 arterial highway catch basins in Manhattan and Bronx. New York City Department of Design and Construction (NYCDDC) 40 Worth Street,Room 836 New York,NY 10013 Contact: Dushyant Rajput,Engineer-In-Charge Tel:212-313-3525 Fax: 212-313-3556 rajputdu(dddc.nyc.gov SETVDDC15: Television Inspection and Digital audio-visual recording of sewers at various locations-Citywide. (S- PIN:85018B0084001). Contract Amount: $2,170,450.00 Completion Date: April,2020 Television inspection and Digital audio-visual recording of Approx. 311,00 L.F. and Sonar inspection of 26,000 L.F. sewers. Cleaning of 322,000 L.F.of sewers with various diameters. Cleaning of 70 Manholes. SETVDDC13: Cleaning, Television Inspection and Digital Audio-Visual Recording of Sewers at Unknown Locations in the City Sewer System on an as Needed Basis; Together with All Work Incidental Thereto,All Boroughs—Citywide Contract Amount: $2,074,920.00 Completion Date: July 2016 Cleaning 140,000 linear feet of less than twenty-four(24)inch diameter sewer and 35,000 linear feet of twenty-four (24)inch to forty-eight(48)inch diameter,as well as CCTV inspection of all 175,000 linear feet of sewers citywide. Port Authority of New York and New Jersey (PANYNJ) 241 Erie Street,Jersey City,NJ 07310 Contact: Mazen Oudeh—Staff Environmental Analyst(Engineering) Tel: (201)216-2959 Email: moudeh@panynj.gov Performance of Expert Professional Cleaning and Closed Circuit Television Inspection of Storm Drain&Sewer Services as Requested on a "Call-In"Basis Contract Amount to Date: $319,810 Contract Completion Date: Ongoing Our company is under contract to perform professional storm drain and sewer cleaning and inspection services for the Port Authority at its various properties on a call-in basis, such as Newark Liberty International Airport(EWR), LaGuardia Airport(LGA),Lincoln Tunnel,John F.Kennedy Airport(JFK),Port Elizabeth,etc. We have consistently been awarded this contract when it was released for bid,and had our term renewed every year. Passaic Valley Sewerage Commission,NJ 600 Wilson Avenue Newark,NJ 07105 Eric Granholm, Civil Engineer 732-995-4450 EGranholm@pvsc.com Contract No.B165A-Cleaning and inspection of approximately 38,400 linear feet of Main Interceptor sewer in Paterson, Clifton,Nutley, and Newark Page 55 of 223 24 ► NATIONAL WATER MAIN CLEANING CO. The Environmental Protection SpeciaGsLs �� Ah Equa&Oppttrtufl y Employer NYC BIC LIcense#Fab Amount: $9,839,050 Start Date:7/9/2020 Completion Date: January 2022 Newark Housing Authority 500 Broad St Newark,NJ 07102 Contact: Cora Tel: (973)430-2613 IFB 21-S-013:Sewer Cleaning Services at Various Sites(latest contract) Contract Amount Completed to Date: $757,772.00 Completion date: Ongoing since 1999 Since 1999,our company has had a sewer cleaning,inspection,and repair contract with the City of Newark which has been renewed numerous times. The City has taken care to set aside money in their annual budget to include our contract New Jersey Department of Transportation (NJDOT) Contact:Paul Craddock,Resident Engineer NJDOT Regional Operations Tel: (609)477-9121 E-mail:paul.craddock(adot.nj.gov Our company has successfully been performing multiple contracts listed below for the NJDOT since 2002.The scope of work includes the removal of sediment,debris,roots and/or vegetation in pipelines,drainage structures, storm water intakes&outfalls,and the stabilization of areas subject to erosion regardless the size and type of blockage to restore facilities to their original hydraulic capacity and function. It also includes video inspection and complete inventory of the existing highway drainage facilities within jurisdiction of the NJDOT. Drainage Restoration Contract-Statewide 2020,DP No. 20453 Contract Amount: $6,304,196.00 Completion Date: Ongoing(estimated completion January 2023) Drainage Restoration Contract-Statewide 2022,DP No. 22453 Contract Amount: $6,160,934.55 Completion Date: Ongoing(estimated completion July 2023) Drainage Restoration Contract,North-2017,Routes US 1&9,3,4,9W,10,20,21,US22,23,24,27,28,31, US 46,1-78,I- 80,124, US 202; Counties of Bergen,Essex,Hudson,Morris,Passaic,Sussex, Union& Warren-including and North of Route 57,Federal Project No:STP-DOOS(021),PE No:2206286, CE No:2206304,DP No:17456. Contract Amount: $8,218,544.65 Completion Date: June,2021 Drainage Restoration Contract, South-2017,Routes 42,44,49,54,70,I-76,77,US 130,1-295,1-676; Counties of Atlantic,Burlington, Camden, Cape May, Cumberland, Gloucester&Salem;Federal Project No:STP-DOOS(023), PE No:2206297, CE No:2206306,DP No:17458. Contract Amount: $3,228,787.15 Completion Date: June,2019 Page 56 of 223 25 ► NATIONAL WATER MAIN CLEANING CO_ The Environmental Protection SpeciafsLs An Equal Oppttttunfl y Emp#4yer NYC BIC LIcense#46 Drainage Restoration Contract, Central-2017,Routes US 1,13,18, US 22,27,28,29,36,37,88,91,166,172, US 202,I- 287; Counties of Hunterdon,Mercer,Middlesex,Monmouth, Ocean,Somerset& Warren-South of Routes 57; Federal Project No:STP-DOOS(022),PE No:2206296, CE No:2206305,DP No:17457 Contract Amount: $6,315,150 Completion Date: January,2020 Drainage Restoration Contract,North-2014;Routes 9W,15,17,23,24, US 46, 57,94,1-80,1-80 Local, 94,124, 183, US 206, Counties of Bergen,Essex,Morris,Sussex, Union& Warren-North of Route 57;Federal Project No: STR COOS(687),PE No:2621868, CE No:2205841,DP No:15401 Contract Amount: $1,896,561.48 Completed:December 2016 Drainage Restoration Contract, Central-2014;Routes US 9, US 22,33,34,35,36, 57, 66, 72,1-78,1-195, US 206, I-287, &440, Counties of Hunterdon,Mercer,Middlesex,Monmouth, Ocean,Somerset& Warren-South of Route 57;Federal Project Number:STP-COOS(688),PE Number:2621870, CE Number:2205842,DP Number:15405 Contract Amount: $1,292,180.51 Completed: July 2017 Drainage Restoration Contract,South-2014;Routes US 9, US 30, US 40, 41,47, 48,50, 54, 55,56, 68, 70, 73,140,143,147, US 130,1-295& US 322, Counties of Atlantic,Burlington, Camden, Cape May, Cumberland, Gloucester&Salem;Federal Project Number:STP-COOS (689),PE Number:2621869, CE Number:2205843,DP Number:15402 Contract Amount: $1,393,502.85 Completed: June 2017 MUNICIPAL SEWER CLEANING AND INSPECTION EXPERIENCE City of New York Parks & Recreation 24 West 61st Street New York,NY 10023 Contact:Bradley Romaker Tel: 347-386-4153 Email:bradley.romaker(dparks.nyc.gov Contract CT1-846-20191414419:Sludge and sewer drainage, television inspection:cleaning ofpipes &structure including storm/sanitary and sewer lines on an as needed or emergency basis, citywide,for the City ofNew York Parks &Recreation Contract Amount: $210,500.00 Start Date: December 2016 Completion Date: October 2019 Triborou2h Bridge and Tunnel Authority(MTA Bridges and Tunnels) 2 Broadway,24th Floor New York,NY 10004 Contact: Walter Wright-Project Manager Tel: (212)360-3090 Email:wwright(dmtabt.org Contract 18-MNT-2969:Cleaning of various tunnel chambers, ledges,settling basins on a quarterly basis for the duration of the contract. Cleaning of 88 Catch Basins on an annual basis Page 57 of 223 26 ► NATIONAL WATER MAIN CLEANING CO The Environmental Protection SpeciaGsLs Mi Equa&Opptutunll y Employer NYC BIC LIaense#466E. Contract Amount: $905,865.00 Completion Date:November 2021 New York City Transit (NYCT) 2 Broadway,7th Floor New York,NY 10004 Contact: Dipakkumar Patel,P.E. Tel: (917)449-8132 Email: Dipakkumar.Patel@nyct.com Contract#REQ#0000042009:Cleaned 800,000 FT of NYCT track drains of the subway system. Contract Amount: $ 13,482,000.00 Completion Date: August 2019 Second River Joint Meeting 500 South First Street,Elizabeth,NJ 07202 James J.Paluch—Assistant Superintendent Email:jpaluch(djmeuc.com Tel: (908)403-6076 Sanitary Sewer Trunkline Cleaning&CCTV Inspection Services Contract Amount: $511,800 Completed Date: September 2022 Warren Township Sewerage Authority,NJ 46 Mountain Boulevard, Warren,NJ 07059 Sean J. Sander 732-584-0541 ssauder(dpsands.com Contract No. 61 Stage IV Sewer Service Area—Collection System Rehabilitation Contract Amount: $785,344.00 Start Date:November 2019 Completion Date: July 2021 Woodbridge Township,New Jersey 1 Main St. Woodbridge,NJ 07095 Contact: John Kociolek Tel: (732)634-4500 Contract#2018-016 Sanitary Sewer Cleaning& Televising of MCUA Mini Systems 15G,15P,16,21,22,22A,36,37, & Trenchless Pipe Spot Repair. Contract Amount: $417,628.00 Completion Date: June 2019 City of Hackensack 65 Central Avenue,Hackensack,NJ 07601 John M. Chayko—P.E. jchayko@suburbanconsulting.com 973-346-2065 Page 58 of 223 27 ► NATIONAL WATER MAIN CLEANING CO. The Environmental Protection SpeciafsLs An Equal Opptutunfl y EMp#4yer NYC BIC LICense#46b Anderson Drainage Area Sewer Separation Phase I CCTV,Project No. SCE-R07448.529 Contract Amount: $132,242.80 Completion Date: June 2022 Cleaning and televising of 7,500 LF of 8"and 42" stormwater systems. Bernards Township Sewerage Authority 1 Collyer Lane,Baskin Ridge,NJ 07920 Joseph Lakner—Project Manager 973-398-1776 jlakner@suburbanconsulting.com Harrison Brook&Annin Road CCTV Inspection#2022-01Rehabilitation Contract Amount: $224,108.60 Start Date: April 2022 Completion Date:May 2022 Amtrak,NY NY Tunnel Drainage System Cleaning,Jet Rodding and Video Inspection Services Contract Amount to Date: $950,000.00 Start date:November 2015 -Ongoing FLORIDA PROJECTS City of St. Petersburg 1650 3rd Avenue N St.Petersburg,FL 33701 Contact: John Stanton—Superintendent Tel: (727)460-3049 Email:john.stanton@stpete.org Maintenance Services,Sanitary Sewer Cleaning, Contract No. 228273 Scope: Cleaning and CCTV of sewer pipes and inspections of manholes within the city's sanitary sewer collection system for an estimated 4,822,689 LF. Contract Amount: $3,750,000 Start Date:December 2019 Completion Date: October 2022 Broward County 2555 West Copans Road,Pompano Beach,FL 33069 Contact:Michael Hagerty,P.E. Tel: 954-831-3217 Email: mhagerty(a(broward.org Contract#PNC2119049B1-Multi District Inflow and Infiltration Reduction Program Scope: Video, clean,grout,point repair lining, lateral grouting and lining,MH Rehab of 200,000 LF of sewer pipe. Contract Amount: $ 10,031,680 Start Date:November 2019 Completion Date:November 2022 Page 59 of 223 28 ► NATIONAL WATER MAIN CLEANING CO. The Environmental Protection SpeciaGsLs Ah Equal Opptutuml y Employer NYC BIC LICense#46b Florida,Dept. of Transportation (FDOT) 719 S. Woodland Boulevard DeLand,Florida 32720 Contact: Carlton A.Daley,Project Manager Tel: (407)832-1694 Email: Carlton.Daley(ddot.state.fl.us Contract#E5U33 Orange County:Desilting box culverts, desilting and performing video inspection of stormwater pipes and associated manholes. Contract Amount: $489,555.00 Start Date:December 2017 Completion Date: October 2018 City of Miami Beach, Florida 1700 Convention Center Drive,3R Floor Miami Beach,Florida 33139 Contact: Stanley Payne, Superintendent Tel: (305)673-7000 ext.2343 Email: StanleyPayne@miamibeachfl.gov Contract#ITB 2018-080-ND For Routine and Emergency Sanitary Sewer and Storm Water Pipes Cleaning, and Closed Circuit Television Inspection Services Scope:Storm water maintenance of 7,800 drainage structures,pipes, culverts, catch basins, outfalls, and 37pump stations- 110 miles of storm water peipes,57 miles force mains, over 3,600 manholes and 23 wastewater lift stations. Start Date:December 2018 Completion Date: Ongoing(contract renewed) Contract Amount: $1,197,500.00 Miami-Dade,Florida 111 NW First Street, Suite 1410 Miami,Florida 33128-1970 Jose E. Alvarez, Construction Manager 786-236-5325;jose.alvarez3@miamidade.gov Rehabilitation of 500 Manholes Inflow&Infiltrations RFPNo.P0213 Contract Amount: $961,571.32 Completion Date: October 2020 City of Hollywood,Florida American Infrastructure Technologies Corporation 8799 US Hwy 31 Hanceville,AL 35077 Contact: Tim Bixler Tel: (256)739-4747 Email:timbixler(daol.com Hollywood Florida Clean&CCTV(2017-2018), Contract No. 16-7080 Contract Amount: $168,595.00 Completion Date:March 2018 Page 60 of 223 29 ► NATIONAL WATER MAIN CLEANING CO_ The Environmental Protection SpeciaGsLs An Ecua&Opportuhfl y EMp#4yer NYC BIC LIcense#46 National Water Main Cleaning Company working as a subcontractor for American Infrastructure Corporation,completed 97,000 linear feet of clean&CCTV work in Hollywood Florida in March of 2018. Palm Beach County,FL 50 South Military Trail, Suite 110 West Palm Beach, FL 33415 Carlos Echevarria CEchevarria@pbcwater.com 561-301-1562 Contract Amount: $371,100.00 Start Date: June 2017—February 2021 Contract#16-046/ZG Sewer Pipeline and Manhole Cleaning and Inspection Services of 150,000 LF Toho Water Authority,FL 951 Martin Luther King Boulevard, Kissimmee,FL 34741 Janine Alexander 321-388-5178 janine.alexander@tetratech.com Contract Amount: $2,691,424 Contract No. IFB-19-086 Start Date: October 2020 Completion Date: August 2023 Manhole,Wet Well and Structure Sealing, Coating and Lining Services.Manhole and Wet Well coating of 6,080 VF and 2,000 SF of repair. Cleaning and TV of 2,400 LF. Contract Amount: $319,680.00 Contract No. IFB-20-133 Start Date: October 2020 Completion Date: October 2023 Gravity sewer cleaning and inspection services of 250,000 LF. INTERCEPTORS Bergen County Utilities Authority Foot of Mehrhof Road P.O.Box 9 Little Ferry,NJ 08643 Contract#18-08 Route 4 Interceptors and 60 Inch Overpeck Sewer Contract Amount: $250,525.00 Start date:November 2018 Completion Date:February 2019 Rockland County Sewer District No. 1 4 Route 340 Orangeburg,NY 10962 Contact: Cynthia Liu,P.E. Tel: (845)365-6111 Page 61 of 223 30 ► NATIONAL WATER MAIN CLEANING CO The Environmental Protection SpeciaGsLs An Equal Opportuhfl y Employer NYC BIC LIcense#46E. E-mail: liuc(dco.rockland.ny.us SM2013-01:2013 Sewer System Maintenance Project Contract Amount: $721,411.50 Completion Date: June 2015 SM2014-01:2014 Sewer System Maintenance Project Contract Amount: $885,852.45 Completion Date:March 2016 SM2015-01:2015 Sewer System Maintenance Project Contract Amount: $976,377.75 Completion Date: April 2016 SM2015-03:Sewer System Maintenance Project Contract Amount: $532,159.24 Completion Date:May 2016 SM2016-01:Sewer System Maintenance Project Contract Amount: $1,077,981.85 Completion Date: January 2017 SM2016-04 Lower Main Interceptor Rehabilitation Project Contract Amount: $474,625.00 Completion Date:December 2017 SM201 7-01 2017 Sewer System Maintenance Project Contract Amount: $1,153,335.85 Completion Date: September 2019 SM2018-02 Sewer System Maintenance Project Hillcrest Interceptor Contract Amount: $291,410.00 Completion Date: October 2019 SM2019-01 Sewer System Maintenance Project Contract Amount: $1,033,420.80 Completion Date: July 2020 SM2020-01 Sewer System Maintenance Project Contract Amount: $1,065,284.00 Completion Date: June 2021 SM2021-01 Sewer System Maintenance Project Contract Amount: $1,077,031.10 Completion Date: July 2022 SM2023-01 Sewer System Maintenance Project Contract Amount: $1,248,806.06 Start Date:March 2023 Since 2012,our company has consistently been awarded the annual sewer system maintenance contract by Rockland County Sewer District No. 1,which includes cleaning and televising, sewer manhole inspections, sealing,and grouting of eight(8)to ten(10)inch sanitary sewer,as well as miscellaneous additional work. LINING EXPERIENCE—Additional lining experience will be provided upon request City of New Rochelle,NY 515 North Avenue New Rochelle,NY 10801 Sanitary Sewer System Rehabilitation Trenchless Lining and Manhole Repairs Project Contract amount: $3,058,546.10 Start date: March 2019 Completion Date: October 2020 Borough of Topton,PA Page 62 of 223 31 ► NATIONAL WATER MAIN CLEANING CO The Environmental Protection SpeciaGsLs Ah EQua1 Oppttttunll y ErrIpt.yer NYC BIC LIaense#466E. 205 South Callowhill Street Topton,Pennsylvania 19562 Vicki E. Adams vadams@barryisett.com Contract Amount: $524,290.85 Start Date: July 7, 2019 Completion Date:December 2019 Sanitary Sewer Collection System for the Borough of Topton which includes Cleaning and Pre-repair video of approx.. 11,000 LF of 10"and 8" sewer collection main.Pipe lining of 10,500 LF 8"and 400 LF of 10" sewer main,lateral connections. Upper Moreland Hatboro Joint Sewer Authority,PA 2875 Terwood Rd, Willow Grove,PA 19090 Anthony Price APrice@eema-inc.com 215-368-3375 Contract No. 19106-73B 2019 Collection System CIPP Repairs Contract Amount: $604,515.40 Start Date: June 10,2019 Completion Date:November 2019 Ewin2 Lawrence Sewage Authority,NJ 600 Whitehead Road,Lawrenceville,NJ 08648 Contact:David J. Sopronyi,Engineer Tel: (609)658-6919 Landwehr Easement Sewer Rehabilitation Contract El 1715 Ewing Contract amount: $298,325.00 Start date: October 2018 Completion date:December 2018 Village of Scarsdale,NY 1001 Post Road, Scarsdale,NY 10583 David A. Goessl dgoessl(dscarsdale.com 914-722-1100 Contract amount: $937,775.00 Start date: September 2017 Completion Date: June 2020 Cleaning, TV&Cured in Place Pipe Lining Contract VM#1222 Old Bridge Municipal Utilities Authority,NJ 71 Boulevard West Cliffwood Beach,NJ 07735 732-679-8440 Contract amount: $487,766.00 Start date:March 2018 Completion date: April 2018 Page 63 of 223 32 ► NATIONAL WATER MAIN CLEANING CO. The Environmental Protection SpeciaGsLs An Equal Opptutunnl y EMpt.yer NYC BIC LICense#46b Southwood Sewer Lining,Phase 3 The City of Macungie 221 Locust Street Macungie,PA 18062 Contract amount: $271,005.80 Start date: April 2018 Completion date: October 2018 2018 CIPPL Project-Installation of 9000 LF of 8"sanitary sewer MTMLining Villa2e of Roslyn 1200 Old Northern Boulevard Roslyn,NY 11576 Contact: Sam Daliposki Tel: (516)204-3469 Completion Date: 2015 Contract Amount: $ 1,654,301.13 Installation of 8"to 10"MH to MH sanitary sewer lining. SMOKE TESTING EXPERIENCE - Additional smoke testing experience will be provided upon request City of White Plains 202 Westchester Avenue White Plains,NY 10601 Kenneth Pasqualini-Contracts Clerk 914-422-6855;kpasqualini@whiteplainsny.gov Contract 903243 - Smoke Testing in Sewersheds Contract amount: $144,500.00 Completion Date:March,2019 Villa2e of Rye Brook,NY 938 King Street Rye Brook,NY 10573 Michal Nowak—Superintendent 914-939-0753;MNowak@ryebrook.org Contract amount: $126,650.00 Start date: October 2018 Completion Date: Sep,2018 Contract 18-10 Village Wide Smoke Testing and 3-Dimensional Manhole Inspections Page 64 of 223 33 TAB3 Page 65 of 223 2 ► Staffing Plan M The H2M Team Department working closely with our in-house geographic information systems (GIS) and land surveying teams. Our staff bring decades of experience working on projects similar All of H2M's projects are carried out under the direction of one in scope and size. In addition, many of our proposed staff or more of the firm's officers and all are managed by senior are currently working on a similar drainage evaluation for the staff professionals.As a result of the multi-disciplined nature Pinebrook watershed area in the City of New Rochelle and of the firm, H2M is able to assign projects to teams composed Town of Mamaroneck. of staff specialists in the appropriate disciplines that are best suited to meet the specific needs of our clients and their We have highlighted our key personnel below followed by an projects. For this assignment for the Town of Mamaroneck, organizational chart of our proposed project team. Resumes the project will be managed by H2M's Civil Engineering for all proposed staff are provided at the end of this section. Jay T. Pisco, P.E. I Principal-in-Charge r -Y�� Mr. Pisco is an accomplished project executive with 40+ years of experience. Prior to joining H2M, he served as the Commissioner of the Westchester County Department of Public Works .. and Transportation where he was responsible for the oversight and management of more than $100 million in capital projects annually within the County. This required coordination with Town of Mamaroneck leadership. Mr. Pisco will serve as the City's primary point of contact. He has the authority to commit and apply the resources necessary to meet the contract's requirements, and will be responsible for maintaining the high expectations of the Town on this contract. James J. Moran, P.E. I Project Manager Our proposed Project Manager is Mr. Moran, who will provide oversight of all H2M staff and ti,,,,r deliverables on this project. Your project will benefit from a streamlined approach and clear direction due to his leadership and organizational skills. He brings more than 30 years of civil engineering and municipal management experience. Prior to joining H2M last year, Mr. Moran served as the Commissioner of the City of New Rochelle Department of Public Works. In this capacity, he led Sanitary Sewer Evaluation Studies for a consortium of four municipalities: New Rochelle, Mamaroneck, Pelham Manor, and Larchmont. Mr. Moran is known to Mamaroneck leadership and has a strong understanding of the Town's needs. 11111111 Matthew R. Mohlin, P.E. I Lead Civil Engineer Mr. Mohlin will serve as Lead Civil Engineer on this project. He will leverage his recent experience serving as Project Manager for a study of the Pinebrook watershed in New Rochelle and Mamaroneck, NY.The purpose of the study was to investigate known flooding and icing problems and develop solutions to address the flooding. In addition, Mr. Mohlin brings 30+years of diverse experience. He has experience leading drainage analyses and design efforts for a wide variety of clients, including the City of New Rochelle, Town of Clarkstown, Town of Hempstead, Dormitory Authority of the State of New York(DASNY), and more. 1 Page 66 of 223 ;,, ► Staffing Plan .� ..�� ''' 1773 0 0 - wI 9° rn •FOUNDED 1661 PRINCIPAL-IN-CHARGE Jay T.Pisco,P.E. Senior Vice President,Deputy Municipal Market Director,Purchase Office Director 1A/QC Michael W.Keffer,P.E.,LEED AP Senior Vice President, PROJECT MANAGER Director of Civil Engineering James J.Moran,P.E. Suffern Office Director SUPPORT TEAM Civil Engineering Matthew R.Mohlin,P.E. John J.Beatty,P.E. Sean P.Callahan,P.E.,LEED AP Land Surveying Pasquale lannone,P.L.S. Geographic Information Systems(GIS) Christopher M.Kobos,PMP Melisa Ennella,GISP CCTV Inspection National Water Main Cleaning Co. 0 0 Resumes for the above QID.7 referenced key personnel are provided following this page. 5 2 Page 67 of 223 Jay T. Pasco RE. 91 Senior Vice President, Deputy Municipal Market Director, Office Director Mr.Pisco has more than 40 years of experience working on municipal and private-sector projects in New York,New Jersey,Connecticut,Maryland,Louisiana,and Puerto Rico. Prior to joining H2M,Mr.Pisco served as the Commissioner of the Westchester County Department of Public Works and Transportation where he was responsible for the oversight and management of more than$100 million in capital projects annually within the County.He also worked as Commissioner Engineer for a water pollution control authority(WPCA) responsible for all technical aspects of the town sewer system,feasibility studies,asset management,cost analyses,sewer system extensions,pumping station design,and construction monitoring. Mr.Pisco's deep knowledge within the region provides him with an unparalleled level of expertise.At H2M,he manages our Purchase office and pursues new business opportunities with municipalities in New York and Connecticut. Selected project experience • City of New Rochelle Pinebrook Watershed Drainage Analysis; New Rochelle and Mamaroneck, Education NY:Principal-in-Charge for a study of the Pinebrook watershed in New Rochelle and Mamaroneck, NY. A total of 36 known flooding issues have been identified throughout this watershed. The M.S.,Computer Science; purpose of the study was to investigate known flooding and icing problems and develop solutions lona College to address the flooding. B.M.E.,Mechanical Engineering; Manhattan College • Putnam County to Danbury Sewer Pipe Extension; Putnam County, NY and Danbury, CT: Principal-in-Charge for this pipe extension,which will provide sewer service to an underdeveloped commercial corridor in the County.This corridor is severely hampered by the fact that any structure Licenses/ would have a septic system, consuming a large area of the buildable space.The new sewer line Certifications will alleviate these drawbacks.The project involves a study of how much development could occur in the corridor,leading to more businesses and housing,and a larger population that might use the Professional Engineer:NY,CT commuter train to travel. Offices Held • Westchester County Hutchinson Valley Trunk Sewer Rehabilitation; Eastchester, NY: Principal- in-Charge responsible for leading design, permitting, and construction administration services for Westchester County Association; rehabilitation of the Hutchinson Valley Trunk Sewer line, which was originally constructed in the Board Member late 1930s and includes cast-iron pipe with push on joints. Solid Waste Association of North America (SWANA),NYS Chapter;Past-President • Private Client Water Damage Investigation;Mamaroneck, NY:Served as Principal-in-Charge for a water damage investigation at a condominium building in Mamaroneck, NY. • Westchester County Roof Replacements on Buildings at Various WRRFs; Various Locations, NY: Principal-in-Charge responsible for the replacement of various roof systems on County water resource recovery facilities (WRRFs).The existing roofs are in disrepair, including water ponding/ vegetation growth, deterioration, abandoned mechanical and electrical systems that require removal,broken skylights,and broken coping(metal and stone).The proposed roofing system is a Styrene Butadiene Styrene (SBS)white three-ply cold applied roofing system. • Westchester County Port Chester WRRF Storm Surge Wall; Port Chester, NY: Principal-in-Charge leading a feasibility study to determine the impacts and regulatory requirements, as well as the design constraints on a very crowded site.This effort is an extension of the Port Chester bulkhead repair project. • Westchester County Yonkers Joint WRRF Secondary System Rehabilitation;Yonkers,NY:Principal- in-Charge for rehabilitation of the Yonkers Joint WRRF,specifically upgrades to the Yonkers Joint WRRF secondary treatment systems.These include process water, plant water,aeration headers, and spray water systems. • Brookfield Water Pollution Control Authority; Brookfield, CT: Commissioner Engineer for a water pollution control authority(WPCA)responsible for all technical aspects of the town sewer system, feasibility studies, asset management, cost analyses, sewer system extensions, pumping station design,and construction monitoring. 3 Page 68 of 223 .. L.. _ i '711110 James J. Moran P.E. 91 Office Director illiA. k Mr. Moran is a civil engineer with more than 30 years of experience in municipal management. His experience includes leading major projects for the City of New Rochelle,City of Yonkers,New York City Department of Environmental Protection(NYCDEP►,and Verizon.Prior to joining H2M,Mr.Moran served as the Commissioner of the City of New Rochelle DPW,where he was responsible for managing an operating annual budget of$25 million,a$44 million capital budget,and staff of approximately 125 employees. s He served as administrator of all public works functions and operations,including engineering,street maintenance, storm and sanitary sewer systems, public buildings, sanitation collection, city vehicle fleet maintenance,traffic services,and right-of-way permitting. Selected project experience • City of New Rochelle Department of Public Works; New Rochelle,NY:As Commissioner/City Engineer, responsible for various improvement and maintenance projects.Responsibilities included: EducationIV • Reviewed and determined engineering completeness of all Planning Board submissions.Frequently made presentations to the City Council on design and construction projects. M.B.A.,Management; • Implemented the relocation of the bureaus of streets/highways,central garage,sanitation,and all Saint Thomas Aquinas College related equipment,while maintaining essential services. B.E.,Civil Engineering; • Led Sanitary Sewer Evaluation Studies (SSESs) for New Rochelle, Pelham Manor, Larchmont, Manhattan College and Mamaroneck. Created a GIS based system of the City's sanitary sewer system. Managed the individual municipalities'SSES applications and administration of NYS Environmental Facilities Licenses/ Corporation(EFC)water quality grant funding for rehabilitation and repairs. Certifications • Managed creation and operation of a GIS-based storm system inventory. Professional Engineer:NY • Initiated watershed drainage analysis projects related to the City's drainage system. • Managed the modeling and evaluation of the City's downtown to ensure capacity for the largest Memberships redevelopment in the City's history(over 7,000 new residents),which required more than three miles of sanitary sewer replacement and coordination of the relocation of underground private utilities National Society of Professional Engineers (gas,electric,water,telephone,and cable). Honors/Awards • City of Yonkers Engineering Department; Yonkers, NY: As Senior Professional Engineer, managed American Society of Civil Engineers all construction of private funded water main, sanitary and storm sewer, roadway improvements for Lower Hudson Valley Branch Engineer in the City. Reviewed and determined engineering completeness of all Planning Board submissions. Government Award(2018) Directly supervised field inspectors and ensured compliance with all City, County, State, and Federal requirements.This included small to large subdivisions as well as the Cross County Shopping Center redevelopment. Reviewed and approved all proposed water,sewer,stormwater drainage and roadway designs. This included the Ridge Hill mixed use development complex. Reviewed all planning board site plans and SEQRA documents for engineering completeness.Assisted the City's water and sewer divisions as well as parks department on scope and design of rehabilitation or improvement projects. Compiled and documented the City's sewer inflow/infiltration program annual reports. Directed t.v. inspection and sewer lining,as required. Developed and compiled the City's stormwater management annual report.As the City's Stormwater Management Officer, reviewed and approved all Stormwater Pollution Prevention Plans(SWPPPs)and ensured compliance. Ensured compliance with all provisions of NYSDEC SPDES permit for storm sewer system operation. • New York City Department of Environmental Protection Water and Sewer Operations Construction Division;New York City,NY:As Division Chief,managed the Water and Sewer Operations Construction Division. In addition to supervision of approximately 80 direct reports, responsibilities included management of the City-wide emergency water and sewer construction ($75 million annual budget), water and sewer connection permit inspections,sewer analysis,and trunk water main relocations and replacement(including the Staten Island Siphon Tunnel/$125 million project). • New York City Department of Environmental Protection Street Construction Projects; Bronx, NY:As Resident Enigneer,managed field inspectors during street construction projects ranging in value from $300,000 to$8 million.These projects included sewer main repair and lining,sewer replacement,catch basin modifications/additions,water main replacement,storm sewer installation,including ouffalls,and roadway improvements. • Verizon; Westchester County, NY: As Electronics Coordinator, project managed all field electronic equipment installation,turn-up, and acceptances for outside plant operations.This included all inside cabinets, pole and pad mounted cabinets, and above and below ground structures in caOT r' 23 southern Westches r County.Coordinated relocation of Verizon facilities for munic pje Michael W. Keffer PE., LEED AP91 Senior Vice President, Director of Civil Engineering Mr.Keffer is a professional engineer with 35 years of civil engineering and land development experience. As Director of the Civil Engineering Division,he manages the civil engineering,structural engineering, land surveying,landscape architecture,environmental planning,and GIS practice areas within the firm. Mr. Keffer is also involved in site development projects from client interaction, site plans, municipal approvals,permitting,public hearing testimony,through construction. He works on a variety of private and public projects including commercial,residential,retail,municipal,hotel,fire and K-12 facilities. In addition,he is the technical coordinator of MS4 program for numerous local villages. He coordinates the - efforts of all involved disciplines,engineering design staff,and oversees project budgets and schedules. Mr.Keffer also assists as Village Engineer in the communities of Bayville,Lloyd Harbor,and Great Neck. In this role, he provides the technical review on site development applications for Village Boards' of Trustees,Planning Board,and Zoning Board. In addition,he represents these Boards as Village Engineer during public hearings. Education Selected project experience M.A.,Public Administration;George Mason University B.S.,Civil Engineering;Virginia Tech • Village of Great Neck;Great Neck,NY:Technical Coordinator responsible for developing watershed and stormwater outfall maps to meet GP-0-10-002 permit requirements through review of Village stormwater drainage system maps. Prepared Stormwater Management Program Plan and assisted in preparing Licenses/ MS4 Annual Report. Certifications • Village of Lloyd Harbor; Lloyd Harbor, NY:Technical Coordinator responsible for developing watershed Professional Engineer:NY,NJ,CT,VA and stormwater outfall maps to meet GP-0-10-002 permit requirements through review of Village LEED Accredited Professional,USGBC drainage maps and field reconnaissance. Prepared Stormwater Management Program Plan and represented Village during EPA audit of MS4 Program.Assisted in preparing MS4 Annual Report. Dale Carnegie Leadership Training for Managers • Stormwater Management Plan for Mastic Beach-Smith Point;Shirley,NY:Project Manager responsible Professional Liability Education Program, for managing stormwater analysis for an area encompassing approximately 2,800 acres within the DPIC Village of Mastic Beach and Smith Point of Shirley. This project was identified in the New York Rising Project Management Certification Community Reconstruction Plan (NYRCR) Plan dated March 2014 as part of the Governor's Office of Storm Recovery(GOSR).Stormwater models were developed using the SCS method to evaluate the Designated Plans Examiner capacity of existing drainage systems capacity to discharge runoff for a 10-yr, 24 hour storm event. Based on this analysis, recommendations to improve resiliency for the existing drainage systems and Memberships areas which frequently flood were developed which included pipe and structure upgrades, tide check valves, use of public land for stormwater storage,infiltration and green infrastructure measures where American Society of Civil Engineers feasible. Presentations • Villages of Plandome, Great Neck, Bayville, Farmingdale, Port Washington North, Lloyd Harbor, and Best Practices for a Successful NYSDEC Washingtonville; Long Island, NY: MS4 Stormwater Program Technical Coordinator responsible for audit of a Village MS4 Stormwater preparing and overseeing the MS4 Annual Report and Stormwater Management Program (SWMP) annually for local villages to comply with the New York State Department of Environmental Conservation Program. Nassau County Village Officials General Permit requirements. Association,October 2012 • Nassau County DPW,Post Avenue Emergency Repairs;Westbury,NY:Project Manager responsible for overseeing the field investigation,due diligence and engineering design to replace 4-24 inch diameter CMP pipes totaling 920 linear feet at the Long Island Railroad bridge crossing which was damaged by a historic rain storm event. • PSEG Long Island FEMA Hazard Mitigation Program; Long Island, NY: Permitting Technical Advisor responsible for providing technical guidance and information to design engineers preparing highway work permit applications to State, County, Town, and Village officials for underground electrical work within the public right-of-way. Conducted meetings with NYSDOT officials in presenting proposed underground circuits and facilitating approval of PERM32 permits. • Town of North Hempstead, Manhasset Valley Park; Manhasset, NY: Project Manager responsible for land surveying,civil engineering,architectural,structural and MEP services for major park improvements which include new lacrosse and baseball fields with stadium seating,playground,parking,walking trails, site lighting and comfort station facility. 5 Page 70 of 223 Matthew R. Mohlin RE. Vice President, Civil Engineering Department Manager Mr. Mohlin has more than 30 years of civil engineering experience. His responsibilities include the management of all civil engineering design projects. He also served as a project manager for multiple A . projects that include the analysis and design of roadways,parking lots,paving;site grading;drainage r . and sanitary systems, flood control systems, parks and recreational facilities, irrigation systems, r' bulkheads and docks, and the preparation of designs, site plans, specifications, and reports. He is I"-5 '. .{f Selected project experience • City of New Rochelle Pinebrook Watershed Drainage Analysis; New Rochelle and Mamaroneck, NY: Project Manager for a study of the Pinebrook watershed in New Rochelle and Mamaroneck, NY. A total of 36 known flooding issues have been identified throughout this watershed. The purpose of the study was to investigate known flooding and icing problems and develop solutions to address the flooding. Education • City of New Rochelle: Project Manager for the design of drainage improvements for a 100 acre watershed. The existing drainage system encompasses over 5,900 linear feet of storm drain pipe which B.S.,Civil Engineering; range in size from 12 to 66 inches in diameter including a 55 inch x 38 inch box culvert. Significant Polytechnic University flooding occurred during heavy rain events.Much of the existing pipe and infrastructure was undersized or structurally deficient. The improvements included replacement of most of the existing infrastructure Licenses/ with larger and hydraulically efficient piping systems. Certifications • DASNY: Project Engineer for a drainage study of the 7.2 square mile watershed surrounding the Professional Engineer:NY Meadowbrook corridor in the Freeport and Merrick area. The study included a desktop analysis of the entire watershed to evaluate several pilot projects identified under the NY Rising Community Memberships Reconstruction (NYRCR) Program under the Governor's Office of Storm Recovery (GOSR). Pilot P projects included green infrastructure along five streets, stream daylighting of Freeport Creek, and American Society of Civil Engineers modifications to Merrick Reservoir. American Public Works Association • Town of Hempstead: Project Manager for the evaluation of drainage improvements for the entire hamlet of Oceanside. The study included computer modeling of the drainage systems and other infrastructure Honors/Awards within a 3,500 acre area to address chronic flooding. Recommended improvements included increased pipe capacity, storm water pump stations, detention storage, road raising, tidal check valves, and American Society of Civil Engineers, bulkhead improvements. Student Chapter,Meritorious Service,1989 • Suffolk County Department of Public Works: Project Manager for the design of the replacement of two drainage culverts and modifications to the Northeast Branch of the Nissequogue River for the purpose of lowering groundwater elevations in the surrounding areas. Modifications to the river included removal of man-made sediment deposits and upland drainage improvements to prevent future deposition of sediment. The project also includes the evaluation of improvements to Miller Pond and Hallock Acres subdivision to alleviate flooding and high ground water conditions. • Town of Clarkstown: Project Manager for the design of a new 8 foot x 4 foot box culvert under Lake Nanuet Drive in Nanuet. The box culvert was warranted to alleviate flooding of Lake Nanuet Park. During Hurricane Irene, the flooding caused premature closure of the park's swimming pool. Work included preparation of drainage easements on private property and relocation of numerous utilities to accommodate the new culvert. • Nassau County Department of Public Works: Project Manager for drainage improvements to alleviate street flooding on Main Street in East Rockaway.The design included re-alignment of drainage pipes and reconstruction of several drainage structures. • Suffolk County Department of Public Works:Replacement of the spillway for the dam on Deer Lake. Project included the analysis of the 100-year flood and weir design for the spillway in accordance with NYSDEC guidelines for dam construction,and a steel sheeting design to eliminate leakage through the dam. • Town of Clarkstown: Project Manager for improvements to West Nyack Road. In connection with a streetscape project for West Nyack Road, Mr. Mohlin designed intersection improvements at Klein Avenue and West Nyack Way as well as two storm water detention ponds to alleviate flooding from a 200 acre watershed. 6 Page 71 of 223 111101 John J. Beatty RE. 91 Project Engineer I Mr.Beatty is a civil engineer with extensive experience in hydrologic and hydraulic design in Connecticut and New York. He also has substantial experience in the design of roadways,parking lots,site paving, and grading.Mr.Beatty is skilled in the use AutoCAD Civil 3D,Hydraflow,SewerGEMS,and Autodesk Storm and Sanitary Analysis.He uses his knowledge of these programs to coordinate with various disciplines, including mechanical,electrical,plumbing,and structural engineers,to locate critical design elements. His responsibilities include engineering design and the preparation of site plans, specifications, and reports. Mr. Beatty is also experienced in developing engineering feasibility studies for stormwater design related projects. Selected project experience • City of New Rochelle Pinebrook Basin Watershed Drainage Analysis; New Rochelle, NY: Project Engineer responsible for hydrologic and hydraulic modeling and analysis of the existing conditions of the Pinebrook drainage basin. The hydrologic/hydraulic analyses evaluated the 2-, 10-, 25-and 100- Education year storm events at the location of each drainage problem, and the hydraulic report identified and B.S.,Civil Engineering;University of categorized the drainage issues at each location which included lack of infrastructure, insufficient Connecticut infrastructure capacity, topography, and tidal action. After existing conditions were developed and evaluated, modifications to the existing infrastructure were proposed so that the City's infrastructure could pass 25-year storm events on local roads and the 50-year storm events on major roads. Licenses/ • University of Notre Dame Remick Family Hall;South Bend,IN:Performed hydrologic analysis of the site Certifications of a new hall on the University's campus,as well as the hydraulic analysis of a proposed stormwater Professional Engineer:CT system.Designed the underground utility services to support the building,including chilled and domestic water,fire protections,gas,storm and sanitary services,and electrical feeds.Responsible for designing site grading and developing the plan and profile of a new underground steam utility tunnel. • Trinity College Football Bleachers; Hartford, CT: Project Engineer for the installation of new bleachers and press box to match a recently renovated football field.The existing bleachers had to be demolished, as well as the existing pavement and hardscape. Designed the new stormwater infrastructure and site grading. Responsible for coordinating with mechanical, electrical, and plumbing engineers to identify and design underground electrical and telecommunication feeds and structures. Developed project specifications,performed site visits and created associated reports,reviewed submittals,and responded to requests for information(RFIs). • University of Massachusetts Amherst Worcester Dining Commons; Amherst, MA: Project Engineer for the civil component of a new 87,000-square-foot dining commons, including a new parking lot to supplement staff and student needs. Performed the pre- and post-hydrologic analysis of the new site, and hydraulic analysis of the proposed stormwater system. Designed an underground detention system capable of handling post-development peak flows,as well as the increase of impervious areas around the site. Responsible for the design of underground utility services necessary to support the building,including chilled and domestic water,fire protection,gas,storm and sanitary,and electrical and telecommunications. • Trinity College South Campus Utility Plant;Hartford,CT:Designed sanitary and stormwater infrastructure for a new South Campus Utility Plant to provide heating and cooling support for approximately 33%of the campus.A new underground chilled water and hot water supply and return system was installed from the utility plant to various dorm and classroom buildings throughout campus. Performed pre-and post- hydrologic analysis of site,which was an addition to an existing campus building.Designed site grading and the underground chilled and hot water service. 7 Page 72 of 223 ' 9 1 Sean P. Callahan PE., LEED AP 1 . 4. Associate, Senior Discipline Engineer ,r k Mr.Callahan is a professional engineer with more than 20 years of diversified civil engineering and land development experience. His responsibilities include civil engineering design for the reconstruction of roadways, storm drainage systems, stream restorations, and site development projects for various /� clients including local villages, schools, and private utility companies. Mr. Callahan has extensive tf 1. i experience with stormwater management projects. Typical responsibilities include: F Design of stormwater conveyance,detention,retention,and infiltration systems consistent �' with Federal EPA and NYS DEC Green Infrastructure regulations. I. • Stormwater modeling of large watersheds and municipal drainage systems utilizing Bentley SewerGEMS V8i software. • Analysis and design of municipal drainage systems. ii, • Assessment of storm damage to storm water management systems. Education Selected project experience B.S.,Civil Engineering;Lafayette College • Stormwater Management Plan for Mastic Beach-Smith Point;Shirley,NY: Project Engineer.Responsible Licenses/ for preparing the stormwater analysis for an area encompassing approximately 2,800 acres within the Certifications Village of Mastic Beach and Smith Point of Shirley. This project was identified in the New York Rising Community Reconstruction Plan (NYRCR) Plan dated March 2014 as part of the Governor's Office of Professional Engineer:NY,PA Storm Recovery(GOSR).Stormwater models were developed using the SCS method to evaluate the LEED Accredited Professional,USGBC capacity of existing drainage systems capacity to discharge runoff for a 10-yr, 24 hour storm event. OSHA 10-hour Construction Safety&Health Based on this analysis, recommendations to improve resiliency for the existing drainage systems and areas which frequently flood t were developed which included pipe and structure upgrades,tide check Project Management Training Program,H2M valves, use of public land for stormwater storage,infiltration and green infrastructure measures where H2M Mentoring Program Graduate,Mentee feasible. • Village of Patchogue Drainage Improvements; Patchogue, NY: Designed stormwater conveyance and water quality systems incorporating areas of porous concrete and underground infiltration systems in roadway areas prone to flooding during large storm events. • Suffolk County Department of Public Works: Assisted in the stormwater modeling of a 1,500-acre watershed area for the replacement of two drainage culverts as well as modifications to the Northeast Branch of the Nissequogue River and Millers Pond for the purpose of lowering groundwater elevations in the surrounding areas. Modifications to the river included removal of man-made sediment deposits and upland drainage improvements to prevent future deposition of sediment. • Town of Clarkstown Storm Drainage and Water Quality Improvements; Clarkstown, NY: Developed stormwater model to analyze a 125-acre watershed area for the design of new storm drain systems to replace multiple undersized culverts. Coordinated with NYS DEC to design constructed wetlands and flood storage areas to improve storm runoff water quality and alleviate flooding on nearby properties during large storm events. • Town of Clarkstown Storm Drainage System Improvements; Clarkstown, NY: Designed storm drain systems to replace existing undersized culverts in areas prone to flooding during major storm events. Designed temporary bypass systems to route the base flow of streams around respective project sites during construction.Developed construction drawings and technical specifications for the projects. • Mastic Volunteer Ambulance Company; Mastic, NY: Site design for a building addition and site renovation project at the existing Mastic Volunteer Ambulance Company headquarters located in the Hamlet of Mastic,Town of Brookhaven. The site design for this LEED project consisted of the layout of an expanded ADA-compliant parking facility,site grading and drainage,sizing a comprehensive network of dry wells to manage stormwater runoff rate,volume and water quality,the expansion of the on-site sanitary disposal system,erosion and sediment control. 8 Page 73 of 223 ..._.,_ .,. Pasquale J. lannone P.L.S. ., Assistant Vice President, Department Manager - Land Surveying e 4 Mr. lannone has 15 years experience in the land surveying profession and is the survey department / _ manager. His experience spans the public and private sector and has included civil/site engineering, f ,2 office project management and field surveying work. Mr. lannone has experience with GPS, total ,- station and conventional survey equipment as well as related software and AutoCAD programs. His .:f experience includes title surveys, ALTAIACSM land title surveys, topographic surevys, route surveys, •''', r �1 foundation stake out,steel layout,boundary determination and disputes,legal descriptions and utility/ / r/, �/ ./!/ f, ,lit' : ` `4l'1 access easement creation. He has extensive knowledge of boundary research using deed descriptions, tI p!I/1s /r/11 i;' / {1 +j,{ +' subdivision maps,final section maps and utilizing information provided in title reports. .�jj�� l/j lr r r I ',+`111��I1f;1i rjjJ jj1 {J ? /1 �'( �; Selected project experience • City of New Rochelle Pinebrook Watershed Analysis; New Rochelle and Mamaroneck, NY:Completed over 11,000 linear feet of topographic mapping for a drainage study and potential civil design to address Education drainage issues for the City of New Rochelle. B.S.,Physics;SUNY Cortland • Metro-North Penn Station Access; Bronx, NY: Project Manager working directly with HNTB to create acquisition maps for new train stations as part of the MTA Metro-North Railroad Penn Station Access. The project involved establishing property boundaries of over 150 properties throughout particular areas Licenses/ of the Bronx.These included but not limited to Oak AC Substation, Leggett Interlocking, Hunts Point Certifications Station, ParkchesterNan Nest Station,Morris Park Station,Co-Op City Station,and Eastchester Road Bridge. Work was completed with MTA Real Estate,HNTB design team,and real estate division.Sites Professional Land Surveyor:NY were selected for the creation of access easements, pile easements, and aerial easements to aid in the design and construction of new stations. Each easement created required title search and legal descriptions to file with the City as part of the acquisition. Memberships New York State Association of Professional • Somers Central School District High School New Sports Facilities; Lincolndale, NY: Completed Land Surveyors topographic mapping of 38 acres at Somers High School. The mapping was required for the anticipated National Society of Professional Land design and construction of new sports facilities and included subsurface utilities,spot elevations with a Surveyors one foot contour interval,existing buildings,existing sports fields,walkways,fences,trees and plantings, and asphalt parking fields with parking stalls included.In addition,a boundary survey is being completed Nassau-Suffolk Civil Engineers,Inc. for the 131 acres of school property. • Town of New Castle Water Main Replacement; New Castle, NY: Project Manager coordinating field crews and utility mark out for the surveying and mapping of over 3,100 linear feet of roadways as part of the upgrade and replacement of water mains for the Town of New Castle. • Key Capture Energy Shoreham Battery Energy Storage; Shoreham, NY: Project Manager for the topographic mapping of eight acres at the Shoreham Nuclear Power Plant as part of the installation of battery storage facilities and underground utilities. • Town of Oyster Bay Crescent Road; Bethpage, NY: Project Manager for 1,900 linear feet of roadway reconstruction. Initial survey work was completed at 25 foot cross sections locating all underground utilities,drainage structures and piping,centerline of roadway,concrete gutter,top and bottom of curb elevations,front and back of walkway and any additional structures in the right of way for redesign and construction. • Bridgehampton School District; Bridgehampton, NY:Completed a boundary survey to establish control throughout the site.Completed construction layout for the new parking lot located adjacent to the school. Offset dimensions were provided as well as cut and fill elevations for the new curbs and drainage structures. • Cordwood Path;Nissequogue,NY:Completed topographic mapping of 2,500 linear feet of existing right of way at 25 foot cross sections. Property boundaries were established for the entire existing roadway to add in the civil design to install new utilities to service the existing dwellings. • Town of Oyster Bay Pirates Cove;Massapequa, NY: Project Manager for 2,000 linear feet of roadway for drainage design.The area is a small island with access by bridge. Due to issues with the roadway always flooding,located all structures including street elevations,curb,walkways,driveways,plantings, trees,drainage structures and piping,existing utilities,walls,porches,front of existing dwellings,garage floor elevations,finished floor elevations and all outfall pipes.All the information was used to design a new raised roadway to reduce the flooding without allowing rainfall to flood onto any of the adjacent properties. 9 Page 74 of 223 • Christopher M. Kobos PMP 91 _ I 'V1 Associate, Director of GIS Services Mr.Kobos is a GIS professional with more than 20 years of experience providing technical guidance and project management of municipal and private sector GIS technology projects.In his role,he has technical direction over a group of GIS analysts and specialists and is responsible for the continued development and maintenance of technical competencies with industry standard GIS software,cloud platforms,and software required for successful GIS solution delivery. In addition,Mr.Kobos communicates directly with clients and coordinate with the H2M corporate division and market leader with the goal of integrating GIS practices and techniques into the primary technical functions of the firm. His extensive experience 1111 serving private clients and all levels of municipal government, lends itself to a unique perspective on the client business needs and most appropriate procedures for delivering high quality, effective • consulting products and services. Selected project experience Education • City of New Rochelle Pinebrook Watershed Drainage Analysis; New Rochelle and Mamaroneck,NY: Managed GIS efforts for a study of the Pinebrook watershed in New Rochelle and Mamaroneck, NY. B.A.,Environmental Geography; Reviewed the drainage structures and pipes for approximately 10 known trouble areas.Coordinated Colgate University with internal survey staff to convert and transpose field survey data from CAD to GIS. Updated the invert and rim elevation attributes of drainage structures, and cross referenced field survey data to Licenses/ confirm the location of drainage infrastructure. Certifications • Stormwater Consortium of Rockland County (SCRC) MS4 Mapping; Rockland County, NY: Project Project Management Professional Manager for the Stormwater Consortium of Rockland County's Water Quality Improvement Project (WQIP) grant-funded MS4 mapping project. Responsible for coordinating with the client, Cornell ArcGIS I Authorized Trainer Cooperative Extension,and the SCRC's 23 consortium member communities. Additionally,manages data assembly, conversion, and consolidation efforts, as well as overall project budget, resources allocation,and overall client satisfaction. Memberships Long Island GIS • Incorporated Village of Garden City GIS Program Management; Garden City, NY: Serving as the Village's primary GIS consultant since 2003, continues to manage the development of the Village's Project Management Institute GIS Server database,online,and mobile applications. Significant efforts over the years include the creation and management of thousands of Village assets in GIS, including streetlights, signs, and pavement. Manages the systems integration between GIS and the Village's Tyler Technologies Publications permitting system, as well as the ongoing training and mentoring of Village staff. Multiple online and mobile applications have been deployed for Village staff, including a property lookup for Village "GIS May Be Key To The Future Of Emergency accounts,tax lot and corresponding County tax parcels number,a GPS-enabled mobile water valve Response",Firehouse Magazine,2021 sheet lookup,and a tablet-based tree inventory application for recording and managing significant tree damage after storms. The development of the Village's GIS has improved communication between staff and enabled them to access critical information more efficiently while in the office and in the field. • Town of North Hempstead GIS Support; North Hempstead, NY: Managing GIS integrations, data conversion and migration, and application development to support improved data tracking and storage for the Town of North Hempstead. Coordinating inter-departmental GIS efforts to improve existing online and mobile applications and create new ones for more efficient data tracking. Efforts include development of several online maps,including a pavement assessment data lookup,resident lookup for pool entry,Town Council District map,town parks with directions,and NYSDEC-mandated outfall inspection status. • Incorporated Village of Sands Point GIS Program Management; Sands Point, NY: Project Manager for the creation of a comprehensive Village GIS database for water distribution systems, zoning, village club infrastructure, street signage, roadway ownership, and boat docks. Provides guidance and user training on ArcGIS,the Village's online mapping environment. • Town of Oyster Bay GIS Program; Oyster Bay, NY: Managed all aspects of the Town's GIS program, including coordination and lead of monthly GIS committee meetings, business needs assessment, budgeting,resource allocation,overall GIS program quality management,and client satisfaction. 10 Page 75 of 223 00. Melisa Ennella GISP 91 Senior GIS Specialist ° Ms. Ennella is a Geographic Information System (GIS) specialist responsible for the development and maintenance of GIS that provides water districts,wastewater facilities and villages with digital maps that provide an accurate and up-to-date representation of the in-field conditions throughout their boundaries. In addition,she is responsible for constructing user-friendly intranet systems that provide water supply and wastewater facilities with an organized database of essential information,manuals and maps at the click of a mouse. - Selected project experience • Various Clients:Assists various clients in mapping service line material to meet the USE PA approved revisions to the Lead and Copper Rule. Services include creating a material inventory data schema, record review, scanning and linking of historic documents, inspection form creation in Survey 123, resident self-inspection form creation in Survey 123, ArcGIS Online Dashboard creation, and data Education analysis.When the inventories are complete,a public web map will be created for increased visibility. M.S.,Environmental Science; • Hicksville Water District,South Farmingdale Water District,Greenlawn Water District,South Huntington Long Island University at C.W.Post Water District and Riverhead Sewer District Asset Management: Development of an IE-based Asset B.S.,Environmental Science;State Management System for easy access to O&M manuals and other relevant records. This is a user- University of New York at Binghamton friendly system providing for an expanse of data that can be accessed through the District's network. • West Hempstead, Greenlawn, Dix Hills, Plainview, South Farmingdale, Bethpage, Saint James, and Licenses/ Manhasset-Lakeville Water Districts GIS Development: Design, setup and development of water Certifications utility GIS. GIS data sets created and maintained include water mains, valve, hydrants, plant sites, well locations,etc.overlaid with land base data such as tax parcels, roads, buildings,etc.The GIS is Certified Geographic Information System used by each district for various purposes such as improving their operational capabilities,linking with Professional,GISCI accounting software,tracking of maintenance information such as main breaks,leaks,complaints,etc. Memberships • Stormwater Consortium of Rockland County's WQIP Grant-Funded MS4 Mapping: Developed cloud- based GIS solution to consolidate data for 23 consortium member communities.The mobile solution LIGIS-Long Island Geographic Systems allows the members to collect and maintain MS4 data points and fill out ORI forms in the field that can User Group later be printed and submitted. NYS GIS Association • Borough of Sea Girt, Borough of Ringwood,and Borough of Spring Lake Heights:Assisted in creating GISMO-NYC Geospatial Information a consolidated GIS database for the Borough's water infrastructure assets and associated asset Systems and Mapping Organization maintenance to adhere to WQAA standards. • Hicksville Water District: Digitized the District's SWAP areas for each well location as well as mapped Articles/Papers potential contamination sites within the District to assist in determining potential contamination sources. Smart Planning Eases Implementation of • LICAP Groundwater Management Plan: Facilitated in determining the approximate number of private Useful Computer Technology.Talk of the wells throughout Suffolk County for planning purposes,which enabled H2M to determine the approximate Towns,March/April 2010 cost to build infrastructure required to connect private wells to public water systems. Utilizing Geographic Information Systems • Huntington and Oyster Bay Sewer District GIS Development: Design, setup, and development of to Analyze Suffolk County Groundwater wastewater utility GIS data sets,including sewer pipe,force mains,and manholes.Pipe installation date, Contamination. Long Island University C.W. pipe material and length are also available which allows for fast and simple record keeping and viewing. Post Library,May 2005 • Greenlawn Water District, Bethpage Water District and South Farmingdale Mobile GIS Solution: Maintain and update the District's ArcGIS Online map,which allow for access to infrastructure data and supporting documents in the field.The system uses the District's existing GIS data and allows the users to track water system maintenance information,geo-tag photos,review field operations from the office. • Borough of Washington Capacity Study: Utilized GIS to provide a capacity in order to assess the wastewater treatment capacity needed to accommodate existing and future development in the Borough. Page 76 of 223 NATIONAL WATER MAIN CLEANING RESUMEA ra,yr„:r.'r,rr,]arrnr NAME: Greg Bellamy COMPANY: National Water Main Cleaning Company, Newark, NJ START DATE: January 26, 2004 CURRENT POSITION: Municipal Services Assistant Superintendent DUTIES: Responsible for: 1)Implementing On-Site Health and Safety Plan; 2) Schedule Daily Activities for Crews; 3)Issue appropriate PPE for job assignments; 4) Coordinate field activities with Engineer; 5) Acquire necessary work permits; 6) Communicate with Project Manager daily on job progress; 7) Customer Relations; 8) Quality of Service; 9) Training of employees in correct use of various equipment to company policy; 10)Upkeep and maintenance of Video Inspection Equipment; 11) Verifying final product being supplied to customer is up to company quality standards. SIGNIFICANT PROJECTS SUPERVISED AND/OR PARTICIPATED IN: Previously: New York City DEP, Contract TV-13 Responsible for cleaning and video inspecting various sized sewers in all 5 boroughs. Coordinated field activities with City Inspector. Several thousand feet linear feet. Contact: Greg Tamarin: 718-595-4217 New York, NY (2007-2010): Contact: NEW YORK CITY DEPARTMENT OF ENVIRONMENTAL PROTECTION Ronald Lochan, P. E rlochan@dep.nyc.gov 96-05 Horace Harding Expressway, 2nd Floor Corona, NY 11368-5107 Office:(718) 595-4724; Fax: (718) 595-4916 PSS-266: Intercepting Sewer Condition Assessment Short Pipes, Bronx, NY: Sonar/TV Inspection of 560,900 linear feet of Intercepting Sewers ranging from 36"-200" in the Bronx, NY. PSS-267: Intercepting Sewer Condition Assessment TV/Sonar, Citywide: Sonar/TV Inspection of 94,500 linear feet of Intercepting Sewers ranging from 36"-200" in New York City, NY. 12 Page 77 of 223 JERSEY CITY MUNICIPAL UTILITIES AUTHORITY Northwest Interceptor Cleaning & Sonar/TV Inspection (2008-2009): Cleaning & Sonar/TV Inspection of 24,255 linear feet of 18"-84" drainage, Regulator Lines and Siphons. Rehabilitate approx.90 Manholes, Contact: Mayo Lynch& Associates, Inc Seamus Cunningham scunn@mlalc.biz 333 Meadowland Parkway Secaucus, New Jersey 07094 Office: (201) 866-9583 Fax (201) 866-7395 Northeast Interceptor Cleaning and Inspection Contract No. NEW-2009-10 (2010-2012): Cleaning & Sonar/TV Inspection of 1,500 linear feet of 18"-84" drainage, Regulator Lines and Siphons. Rehabilitate approx.90 Manholes. Contact: Rich Haytus r.haytas@jcmua.com 555 Route #440 Jersey City, New Jersey 07305 Office: (201) 432-1150 New York City DEP, Contract TV-10 and TV11 Responsible for cleaning and TV inspection of various sized sewers in all 5 boroughs. Coordinated field activities with City Inspector. Several thousand feet linear feet. 13 Page 78 of 223 NATIONAL WATER fe MAIN CLEANING Ralph DeJesus A Caiylon C.'r,r„pa,n Project Manager/Superintendent National Water Main Cleaning Company, Kearny, New Jersey START DATE: August 2002 - Present RESPONSIBILITIES: • Conduct Project/Job Surveys • Generate Project Proposals • Cost Estimation of Projects • Project Start-Up • Manage and Supervise Projects • Locate Underground Utilities • Personnel Training on Cleaning, TV Operations, Vacuuming Large Diameter Sewers, and PACP TV Inspection RELEVANT PROJECTS IN THE PAST 5 YEARS: Improvement of Flow Capacity to Fresh Creek CSO-26th Ward's WPCP Drainage Area: Managed all aspects for the removal of 16,500 tons of debris from large diameter sewers in Brooklyn, NY using heavy equipment, jet rodders, clam shells and vacuum trucks. New York City Department of Environmental Protection Contracts TL-16, TV-14, TV-16, SCTV-13, SCTV-14, SCTV-16, 1413, 1417, 1418, SC-101, AHC17-RK, AHC17-MQX: Worked as an operating foreman for cleaning, televising, catch basin cleaning, and equipment minor repair and maintenance throughout all 5 Boroughs. New Jersey Department of Transportation Contracts—Federal, South, North, Central: Cleaning and restoration contract worked as an operating foreman for cleaning, televising, and equipment minor repair and maintenance. This included hydraulic cleaning, clam shell cleaning, catch basin cleaning, televising, ditch excavation as well as traffic safety. New York City Department of Environmental Protection Contracts: PS-266 &PS-267 Sonar and CCTV inspection of pipe segments. Approximately 900,000 linear feet of thirty-six (36) inch to sixteen (16) foot diameter pipes inspected. New York City Department of Design and Construction(NYCDDC) Contracts: SETVDDC15, SETVDDC13, SETVDDC11: Cleaning, Television Inspection and Digital Audio-Visual Recording of Sewers throughout all 5 Boroughs SPECIAL TRAINING& CERTIFICATION: • 40 Hour Hazardous Waste Operation & Emergency Response Certificate • 8 Hour Hazwoper Refresher Training 1-30-2010 • 8 Hour Hazwoper Supervisor 1-29-2010 • 30 Hour OSHA Construction Safety And Health 4-15-2010 • 10 Hour OSHA Construction Safety And Health 5-5-2007 • Traffic Control Coordinator • Traffic Control Coordinator Refresher 11-13-2015 • Traffic Control Coordinator Refresher • MACP/PACP/LACP Certified 9-2004 • Adult CPR & AED • Basic First Aid • Con-tech Certified Maintenance Provider 14 Page 79 of 223 TAB4 Page 80 of 223 ICELEBRATING architectsrAvenue,engineers 2700 Westcheste Ste 415 YEARS Purchase.NY 10577 I 'el 914,358.5623 Town of Mamaroneck Comprehensive Drainage Evaluation and Storm Sewer Improvement Recommendations Fee Proposal Task H2M Fees Subcontractor Total Fees Task 1: Mapping Existing Drainage $65,800 $168,000 $233,800 System and Data Collection (Includes $168,000 allowance for CCTV inspection of 30,000 linear feet of drainage pipes) Task 2: Watershed Development and $26,500 - $26,500 Analysis Task 3: Hydraulic Modeling and Review $81,000 - $81,000 of Findings Task 4: Final Recommendations and $26,000 - $26,000 Conceptual Design Total $199,300 $168,000 $367,300 Additional Costs for CCTV Inspection: • CCTV Inspection of Entire Town Drainage System (245,000 linear feet): $1,760,000 (estimated fee) • Pipe Cleaning (Approximately 700 to 1,000 feet per day production): $4,900 per day (with Jet-Vac) H2M Architects, Engineers,Land Surveying and Landscape Architecture, DPC(NY)offers its services in NY only H2M Architects& Engineers, Inc. (NJ) offers its services in NJ, DE,CT, FL, LA,MA, PA,VA only H2M Associates, Inc. (NJ)offers its engineering, land surveying,landscape architecture services in NJ only r�Fmyr� 22 H2M will provide appropriately licensed staff for this project-see Staffing Plan for details. Page 812V 3 TAB5 Page 82 of 223 Client#: 242953 H2MARCH ACORDTr, DATE(MM/DD/YYYY)CERTIFICATE OF LIABILITY INSURANCE 12/22/2022 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. 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LTR TYPE OF INSURANCE INSR WVD POLICY NUMBER POLICY EFF POLICY EXP/Y LIMITS (MM/DD/YYYY) (MM/DDYYY) A X COMMERCIAL GENERAL LIABILITY 20UUGAU9233 01/01/2023 01/01/2024 EACH OCCURRENCE $1,000,000 D CLAIMS-MADE X OCCUR PREMISESO(Ea occurrence) $1,000,000 MED EXP(Any one person) $10,000 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 POLICY X PR - POLICY X LOC PRODUCTS-COMP/OPAGG $2,000,000 OTHER: $ D AUTOMOBILE LIABILITY 20UEGAU7896 01/01/2023 01/01/2024 Ea COMBaccident)ident) $NGLE LIMIT 1,000�000 ( X ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS X AUTOS ONLY X NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY (Per accident) B X UMBRELLA LIAB X OCCUR 20XHGYH2145 01/01/2023 01/01/2024 EACH OCCURRENCE $5,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $5,000,000 DED X RETENTION$10,000 $ B WORKERS COMPENSATION 20WBGAT3285 01/01/2023 01/01/2024 X MUTE EMPLOYERS'LIABILITY STATUTE ER Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? N N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 C Professional MKLM7PL0002380 01/01/2023 01/01/2024 Per Claim$1,000,000 Liability Aggregate$1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION For Proposal Purposes OnlySHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE P p THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) 1 of 1 The ACORD name and logo are registered marks of ACORD Page 83 of 223 #55094791/M5094517 REG01 architecture mep civil + site engineering g construction environmental services structural engineering interior design sustainable design corrosion consulting water resources engineering m a i n mapping interior - jservices des r t r ' -1w� andsca e km . 4t me civil - �� , „, $ _ 4i, 1r1 , t. , i 44 * 110 I gis water g: i l,�'� � __ la n n i n w. q mapping n -4� __ - ,:1 site civil pp g _ �=� r �'J services - , - Y = surveying corrosion :----- structural tannin4consultingp g development construction environmental landscape architecture designcommunity inspection services sustainable reresource5, Building communities structural since 1933 w a s t e w a t o ' h2m.com e ng i t Page 84 of 223 1 *corporate capablGtles 8? 411 t rn z Town of Mamaroneck I- ! Town Center Faurso[ e:, 740 West Boston Post Road, Mamaroneck, NY 10543-3353 OFFICE OF THE TOWN ADMINISTRATOR TEL: (914) 381-7810 FAX: (914) 381-7809 mrob son@townofmamaroneckNY.org To: Supervisor and Town Board From: Meredith S. Robson, Town Administrator CC: Jill Fisher, Superintendant of Recreation Re: Permit Renewal Package for Food Service Establishment Owners and Operators -Meals on Wheels Date: September 15, 2023 Attached is a Westchester County Department of Health "Renewal Application for a Permit to Operate" that is required to continue to provide the Meals on Wheels Program operated at the Senior Center. The current permit to operate these food services is expiring and requires submission of a renewal application and completion of the attached certificate of resolution for authorization by the Town Board. Action Requested: Resolved that the Town Board hereby authorizes Town Administrator,Meredith S.Robson to execute and deliver to Westchester County Department of Health, for and on behalf of the Town, and application for: Meals on Wheels - Town of Mamaroneck/Village of Mamaroneck/Village of Larchmont and, further, to execute and deliver any and all additional documents which may be appropriate or desirable in Connection therewith. Attachment/s: Print Renewal Package for Food Service Establishment Owners and Operators Page 85 of 223 Westchester govcorn George Latimer County Executive Sherlita Antler,:1I.1) Commissioner of Health PERMIT RENEWAL PACKAGE FOR FOOD SERVICE ESTABLISHMENT OWNERS AND OPERATORS Applications that are received after the permit expiration date will incur a 1100.00 late fee. Operators may be subject to closure and legal action with fines for operating without a valid permit. Please be advised that your permit to operate a food service establishment expires soon. According to provisions of Section 873.301 of the Westchester County Sanitary Code, applications must be received not later than 60 days prior to the date of expiration. In order for you to continue to operate your business, you are required to do the following: 1. Submit your "Renewal Application for a Permit to Operate" Answer all questions, and do not leave anything blank. An email address is required as all inspection reports are generated via email. Be sure to date and sign application. Please do not detach or attempt to reassemble the forms for any reason as this will delay processing. Change any information that is incorrect. Note: If the owner's name that appears on the Renewal Application is not yours, or if ownership has changed even if by "name" only, you cannot use this form. 2. Proof of Worker's Compensation/Disability Insurance: ACCORD FORM NOT ACCEPTED SEE PAGE 2 OF THE RENEWAL APPLICATION FOR ACCEPTABLE FORMS. Any questions concerning the forms or procedure should be directed to the local NYS Workers' Comp Board Office or the Bureau of Compliance, NYS Workers' Comp Board at 518-486-6307. If you do not provide Worker's Compensation or Disability Insurance, you are required to submit Form CE-200, which can be done online at www.wcb.ny.qov. 3. Corporate Ownership If ownership of the business is a corporation, you must file the enclosed "Certificate of Resolution". The person who signs the Renewal Application must be the same person named and authorized in the Certificate of Resolution. The corporate seal must be affixed to the document. If your corporate officers have changed since you last filed your application, submit a list of names and addresses of the new corporate officers. 4. Source of Food Supply Form and Food Managers Certification Course Answer questions concerning your major food suppliers and the Food Managers Certification Course. The Westchester County Sanitary Code mandates that all operators of food service establishments attend an approved Food Managers Course and re-certify every five (5) years. If you have any questions concerning this requirement, contact your Regional Office. (over) Department of I lealth 25 Moore Avenue Mount Kisco. New York 10:i49 'Telephone: (914)81:3-5000 Fax: (914)813.59 1 Page 86 of 223 5. Food Allergen Certification Course — REQUIRED As per Westchester County Code of Ordinances Chapter 541 — Food Allergy Restaurant Safety 541.21(b)An owner or operator of a food service establishment that offers seating for on premises food consumption shall designate no fewer than one employee in the front of the establishment and one employee in the back of the establishment as food safety officers during hours of operation who shall complete a food allergen training program approved by the Commissioner.An owner or operator of a food service establishment that does not offer seating for on premises food consumption shall designate no fewer than one employee in the establishment as a food safety officer during hours of operation who shall complete a food allergen training program approved by the Commissioner. Recertification shall be required at regular intervals as determined by the Commissioner. 6. A�,elication Fee Every application for a permit shall be accompanied by a NON-REFUNDABLE application fee as specified on the renewal- see "Total Fee Due" printed on Renewal Application for a Permit to Operate. Payment can be made in the form of Check OR Money Order OR Credit Card with the enclosed authorization form. Cash Payments are NOT Accepted Please make checks or money orders payable to: WESTCHESTER COUNTY HEALTH DEPARTMENT BE SURE APPLICATIONS ARE COMPLETE, SUBMIT ALL REQUIRED PAPERS PROMPTLY TO AVOID DELAY Return the completed application and all Supporting documents to: Westchester County Health Department Bureau of Public Health Protection 25 Moore Avenue Mount Kisco, NY 10549 (914) 864-7330 Page 87 of 223 Permit to Operate Westchester County Department of Health Renewal Application Business/Location Information (Please modify only if information has changed.) Business Name MEALS ON WHEELS- T. MAMA./V. MAMA /V I C gC+1 Facility Code:01-M093-A Address 740 WEST BOSTON POST ROAD Business Phone (914)381-7865 MAMARONECK,NY 10543 Business Fax ( ) - Location Village of MAMARONECK _ Business Website County WESTCHESTER Business Email anowlin-downey@townofmamaroneckNY.org Mail To Permit Number 01-M093-A THE TOWN OF MAMARONECK ATTN: RECREATION DEPARTMENT Permit Expiration Date 740 W. BOSTON POST RD. November 30, 2023 MAMARONECK, NY 10543- Fee Exempt Permitted MEALS ON WHEELS -T. MAMA./V. MAMA. /V. LARCH. Operation ID: 687265 Operation SOFA Food Service-SOFA Prep Site-State Office for the Aging In Operation: • Year-Round O Seasonal If Seasonal: Expected Opening Date Expected Closing Date Month/Day Month/Day Capacity: Seats Days/Hours of Operation: Permit Applicant Information (Please modify only if information has changed.) Legal Operator or Operating Corporation: THE TOWN OF MAMARONECK Person in Charge TOWN ADMINISTRATOR MEREDITH ROBSON Title First M.I. Last Address ATTN: RECREATION DEPARTMENT 740 W. BOSTON POST RD. City,State,Zip MAMARONECK NY 10543- Primary Phone (914)381-7810 Ext ❑ Cell Fax (914)381-7809 Emergency Contact ❑ Other Phone (914)381-7865 Ext ❑ Cell E-mail MROBSON@townofmamaroneckny.org Location Owner: THE TOWN OF MAMARONECK Address ATTN: RECREATION DEPARTMENT 740 W.BOSTON POST RD. City,State,Zip MAMARONECK NY 10543- Primary Phone (914)381-7810 Ext ❑ Cell Fax (914)381-7809 Emergency Contact ❑ Other Phone (914)381-7865 Ext ❑ Cell E-mail MROBSON©townofmamaroneckny.org Page 1 of 2 Facility Name/Code: MEALS ON WHEELS-T.MAMA./V.MAMA 01-M093-A (rev 4/13) Page 88 of 223 Permit to Operate Westchester County Department of Health Renewal Application Workers'Compensation and Disability Insurance Submit copies of the following documentation with the application to document compliance with the Worker's Compensation Law: A.Workers Compensation and Disability Insurance Coverage is PROVIDED Workers Compensation Form C-105.2—Certificate of Worker's Compensation Insurance OR Form U-26.3—Certificate of Workers'Compensation Insurance OR Form SI-12—Certificate of Workers'Compensation Self-Insurance OR GSI—105.2—Certificate of Participation in Workers'Compensation Group Self-Insurance AND Disability Benefits DB-120.1 -Certificate of Disability Benefits OR Form DB-155—Certificate of Disability Benefits Self-Insurance B.Workers Compensation and Disability Insurance Coverage is NOT PROVIDED Form CE-200—Certificate of Attestation of Exemption from NYS Workers'Compensation and/or Disability Benefits Coverage Return Completed Application Please return completed application to: Westchester County Department of Health Make checks payable to"Westchester Mount Kisco Central Office County Department of Health" and 25 Moore Avenue include the permit number. Mount Kisco NY 10549 (914) 864-7330 Fax: (914) 813-5970 Signature of Individual Operator or Authorized Official(Entire section must be completed by all applicants.) I would like to receive iinformation and official correspondence related to this permit at the email address below: (Yeti No_) {-fs sektr -4:awh of mcuvxar/SeC�n. "Operation without a valid permit is a violation of New York State Law and/or State Sanitary Code." Signature Print Name g ,r6,064--K tx BLL Title 1 A 't J(a Date FOR OFFICE USE ONLY Permit issuance recommended? ❑Yes FINo Permit Effective Date Permit Expiration Date Conditions of approval Signature Title Date Page 2 of 2 Facility Name/Code: MEALS ON WHEELS-T.MAMA./V.MAMA 01-M093-A (rev 4/13) Page 89 of 223 WESTCHESTER COUNTY DEPARTMENT OF HEALTH BUREAU OF PUBLIC HEALTH PROTECTION Supplement to be Completed as Part of the Application SOURCE OF FOOD SUPPLY ITEM FIRM ADDRESS CITY, STATE MEAT 9 C , OP-7...avt 9-(471' 2-s-17 Oiltime,mte.k ()we, umo-nneLk,kl FISH DAIRY PRODUCTS CANNED PRODUCTS BEVERAGES OTHER SERVSAFE FOOD MANAGERS COURSE (HAVE YOU TAKEN THE SERVSAFE FOOD MANAGER$ CQURS : E 'ES 0 NO NAME OF CERTIFIED INDIVIDUAL: 4110A NO&Il ig ) COURSE CERTIFICATION DATE: 1-13- aDa3 COURSE CERTIFICATE NUMBER: at3135 65O SERVSAFE FOOD ALLERGEN CERTIFICATION — REQUIRED DO YOU HAVE FOOD ALLERGEN CERTIFIED STAFF: DYES D NO NUMBER OF CERTIFIED STAFF: _ COURSE CERTIFICATION DATES: COURSE CERTIFICATE NUMBERS: Page 90 of 223 CERTIFICATE OF RESOLUTION FOR AUTHORIZATION The undersigned, of Name of Corporation _ , a corporation Duly organized and validly existing under the laws of(State) Hereby certifies that the following resolution was duly adopted by the Board of Directors, of said Corporation at a meeting duly called and held on the day of 20 Be it resolved that the Board of Directors, or President, if there is no Board of Directors, of(Name of Corporation With Offices at: Hereby authorized(Name if person authorized): To execute and deliver to the Westchester County Department of Health, for and on behalf of said Corporation,and application for: To execute and deliver any and all additional documents which may be appropriate or desirable in Connection therewith. The undersigned further certifies that said resolution has not been revoked, rescinded or modified and remains in full force and effect on the date hereof. In WITNESS WHEREOF, the undersigned has duly executed this certificate on this day of . 20__ OFFICER'S SIGNATURE: Affix Corporate Seal TITLE: ACKNOWLEDGEMENT STATE OF l COUNTY OF ): ss: One this_ day of _, 20 , before me personally came____ to me known,and known to me to be the of the corporation referred to in the within Certificate of Resolution, who being by duly sworn did depose and say that (s)he is of said corporation and that(s)he signed his/her name thereto. Notary Public County Rev.3/2017 Page 91 of 223 • Westchester govcom George Latimer :.: Executive Ander.All) Commissioner of Health Credit Card Payment Authorization Form Sign and complete this form to authorize The Westchester County Department of I Icalth to make a one-time charge to your credit card listed below. By signing this form, you give this department permission to debit your account for the amount indicated, on or after the date this form is submitted to The Westchester County Department of Health. Please Complete the Information Below By signing below, I, , authorize the Westchester County Department of I Icalth to charge my credit card account indicated below for the amount of , for the fees associated with the permit to operate ai . I understand this is a non-refundable fee and if my application is found deficient or questionable in any way, it will cause a delay in the permit approval process. Account Type: QVisaQMasterCardQAMEXQDiscover Print Cardholder Name (as it appears on card): Account Number: Security Code: Expiration Date: Account Billing Zip Code: CARDHOLDER SIGNATURE: DATE: Cardholder acknowledges receipt of goods and/or services in the amount indicated above and agrees to perform the obligations set forth in the cardholder's agreement with the respective issuer. Reset Form Department of Ilealdi Bureau of Public I lealth Protection 25\bore.Avenue.2"'Floor Telephone:191-4)M64-330 Fax:191-1)813-4281 Inuit Ki.;eo. NY 10.549 1. REC1IZLE Page 92 of 223 8? 411 0 I r Town of Mamaroneck t Town Center e:, 740 West Boston Post Road, Mamaroneck, NY 10543-3353 OFFICE OF THE TOWN ADMINISTRATOR TEL: (914) 381-7810 FAX: (914) 381-7809 mrob son@townofmamaroneckNY.org To: Supervisor and Town Board From: Meredith S. Robson, Town Administrator Re: Permit Renewal Package for Food Service Establishment Owners and Operators - Senior Nutrition Program Date: September 15, 2023 Attached is a Westchester County Department of Health"Renewal Application for a Permit to Operate" that is required to continue to provide the Senior Nutrition Program held at the Senior Center. The current permit to operate these food services is expiring and requires submission of a renewal application and completion of the attached certificate of resolution for authorization by the Town Board. Action Requested: Resolved that the Town Board hereby authorizes Town Administrator Meredith S.Robson to execute and deliver to Westchester County Department of Health, for and on behalf of the Town, and application for: Town of Mamaroneck Senior Nutrition Program and, further,to execute and deliver any and all additional documents which may be appropriate or desirable in Connection therewith. Attachment/s: Print Renewal Package for Food Service Establishment Owners and Operators 2 Page 93 of 223 \\Testchestei gm:corn George Latimer County Executive Sherlita Amler.M.1). t'onssat i= D n-r of Fle:i h h PERMIT RENEWAL PACKAGE FOR FOOD SERVICE ESTABLISHMENT OWNERS AND OPERATORS Applications that are received after the permit expiration date will incur a $100.00 late fee. Operators may be subject to closure and legal action with fines for operating without a valid permit. Please be advised that your permit to operate a food service establishment expires soon. According to provisions of Section 873.301 of the Westchester County Sanitary Code, applications must be received not later than 60 days prior to the date of expiration. In order for you to continue to operate your business, you are required to do the following: 1. Submit your "Renewal Application for a Permit to Operate" Answer all questions, and do not leave anything blank. An email address is required as all inspection reports are generated via email. Be sure to date and sign application. Please do not detach or attempt to reassemble the forms for any reason as this will delay processing. Change any information that is incorrect. Note: If the owner's name that appears on the Renewal Application is not yours, or if ownership has changed even if by "name" only, you cannot use this form. 2. Proof of Worker's Compensation/Disability Insurance: ACCORD FORM NOT ACCEPTED SEE PAGE 2 OF THE RENEWAL APPLICATION FOR ACCEPTABLE FORMS. Any questions concerning the forms or procedure should be directed to the local NYS Workers' Comp Board Office or the Bureau of Compliance, NYS Workers' Comp Board at 518-486-6307. If you do not provide Worker's Compensation or Disability Insurance, you are required to submit Form CE-200, which can be done online at www.wcb.ny.gov. 3. Corporate Ownership If ownership of the business is a corporation, you must file the enclosed "Certificate of Resolution". The person who signs the Renewal Application must be the same person named and authorized in the Certificate of Resolution. The corporate seal must be affixed to the document. If your corporate officers have changed since you last filed your application, submit a list of names and addresses of the new corporate officers. 4. Source of Food Supply Form and Food Managers Certification Course Answer questions concerning your major food suppliers and the Food Managers Certification Course. The Westchester County Sanitary Code mandates that all operators of food service establishments attend an approved Food Managers Course and re-certify every five (5) years. If you have any questions concerning this requirement, contact your Regional Office. (over) lkrprtrttttrnt if Health enute \Irent Kisco. New York 105.14 l) .-:",u1uf I'a.. �vl l-.)Tc,711 Page 94 of 223 5. Food Allergen Certification Course — REQUIRED As per Westchester County Code of Ordinances Chapter 541 — Food Allergy Restaurant Safety 541.21(b)An owner or operator of a food service establishment that offers seating for on premises food consumption shall designate no fewer than one employee in the front of the establishment and one employee in the back of the establishment as food safety officers during hours of operation who shall complete a food allergen training program approved by the Commissioner.An owner or operator of a food service establishment that does not offer seating for on premises food consumption shall designate no fewer than one employee in the establishment as a food safety officer during hours of operation who shall complete a food allergen training program approved by the Commissioner. Recertification shall be required at regular intervals as determined by the Commissioner. 6. Application Fee Every application for a permit shall be accompanied by a NON-REFUNDABLE application fee as specified on the renewal- see "Total Fee Due" printed on Renewal Application for a Permit to Operate. Payment can be made in the form of Check OR Money Order OR Credit Card with the enclosed authorization form. Cash Payments are NOT Accepted Please make checks or money orders payable to: WESTCHESTER COUNTY HEALTH DEPARTMENT BE SURE APPLICATIONS ARE COMPLETE SUBMIT ALL REQUIRED PAPERS PROMPTLY TO AVOID DELAY Return the completed application and all Supporting documents to: Westchester County Health Department Bureau of Public Health Protection 25 Moore Avenue Mount Kisco, NY 10549 (914) 864-7330 Page 95 of 223 Permit to Operate Westchester County Department of Health Renewal Application Business/Location Information (Please modify only if information has changed.) Business Name TOWN OF MAMARONECK SR. NUTRITION PRO Facility Code:01-M092-B Address 1288 BOSTON POST ROAD Business Phone (914)834-8840 L4RCI-fMONT NY 10538 Business Fax ( ) - Location Town of MAMARONECK Business Website County WESTCHESTER Business Email SHARTIWOWNOFMAMARONECKNYORG Mail To Permit Number 01-M092-B THE TOWN OF MAMARONECK - ATTN.' RECREATION DEPARTMENT Permit Expiration Date 740 W. BOSTON POST RD. November 30, 2023 MAMARONECK, NY 10543- Fee Exempt Permitted TOWN OF MAMARONECK SR. NUTRITION PROGRAM Operation ID: 687267 Operation SOFA Food Service-SOFA Satellite Site-State Office for the Aging In Operation: • Year-Round Seasonal If Seasonal: Expected Opening Date Expected Closing Date MonlhYDay Month/Day Capacity: 160 Seats Days/Hours of Operation: Permit Applicant Information (Please modify only if information has changed.) Legal Operator or Operating Corporation: THE TOWN OF MAMARONECK Person in Charge TOWN ADMINISTRATOR MEREDITH ROBSON Title First M.I. Last Address ATTN. RECREATION DEPARTMENT 740 W. BOSTON POST RD. City,State,Zip MAMARONECK NY 10543- Primary Phone (914)381-7810 Ext Cell Fax (914)381-7809 _ Emergency Contact Other Phone (914)381-7865 Ext Cell E-mail MROBSON@townofmamaroneckNY.org Location Owner: THE TOWN OF MAMARONECK Address ATTN: RECREATION DEPARTMENT 740 W. BOSTON POST RD. City,State,Zip MAMARONECK NY 10543- Primary Phone (914)381-7810 Ext n Cell Fax (914)381-7809 Emergency Contact Other Phone (914)381-7865 Ext Cell E-mail MROBSON@townofmamaroneckNY.org Page 1 of 2 Facility Name/Code: TOWN OF MAMARONECK SR.NUTRITION PRO 01-M092-B (rev 4/13} Page 96 of 223 Permit Operate Renewal Application Westchester County Department of Health A Workers'Compensation and Disability Insurance i\ Submit copies of the following documentation with the application to document compliance with the Worker's Compensation Law: A.Workers Compensation and Disability Insurance Coverage is PROVIDED Workers Compensation Form C-105.2—Certificate of Worker's Compensation Insurance OR Form U-26.3—Certificate of Workers'Compensation Insurance OR Form SI-12—Certificate of Workers'Compensation Self-Insurance OR GSI—105.2—Certificate of Participation in Workers'Compensation Group Self-Insurance AND Disability Benefits DB-120.1 -Certificate of Disability Benefits OR Form DB-155—Certificate of Disability Benefits Self-Insurance B.Workers Compensation and Disability Insurance Coverage is NOT PROVIDED Form CE-200—Certificate of Attestation of Exemption from NYS Workers'Compensation and/or Disability Benefits Coverage Return Completed Application Please return completed application to: Westchester County Department of Health Make checks payable to"Westchester Mount Kisco Central Office County Department of Health" and 25 Moore Avenue include the permit number. Mount Kisco NY 10549 (914) 864-7330 Fax: (914) 813-5970 Signature of Individual Operator or Authorized Official(Entire section must be completed by all applicants.) I would like to recei,jilfoAnation and official correspondence relateda,this permit at the email address below: (Yew No_) @ �pv- , d Iva lrr e-rOn e c ti l d r "Operation without a valid permit is a violation of New York State Law and/or State Sanitary Code." o Signature Print Name Title Date FOR OFFICE USE ONLY Permit issuance recommended? Efres nNo Permit Effective Date Permit Expiration Date Conditions of approval Signature Title — Date Page 2 of 2 Facility Name/Code:TOWN OF MAMARONECK SR.NUTRITION PRO 01-M092-B (rev 4/13) Page 97 of 223 • J WESTCHESTER COUNTY DEPARTMENT OF HEALTH BUREAU OF PUBLIC HEALTH PROTECTION Supplement to be Completed as Part of the Application SOURCE OF FOOD SUPPLY ITEM FIRM ADDRESS CITY, STATE MEAT C v r = 'tj �nZav�ToOd J r�`e Cot? Z c 7 a r fin ac-� A, FISH DAIRY PRODUCTS CANNED PRODUCTS BEVERAGES OTHER SERVSAFE FOOD MANAGERS COURSE HAVE YOU TAKEN THE SERVSAFE FOOD MANAGERS COURSEI(ES ❑NO NAME OF CERTIFIED INDIVIDUAL: `S-E-t()V n.( of COURSE CERTIFICATION DATE: 9 2 Z�i' COURSE CERTIFICATE NUMBER: ��i073 c SERVSAFE FOOD ALLERGEN CERTIFICATION — REQUIRED DO YOU HAVE FOOD ALLERGEN CERTIFIED STAFF: DYES ❑NO NUMBER OF CERTIFIED STAFF: COURSE CERTIFICATION DATES: COURSE CERTIFICATE NUMBERS: Page 98 of 223 n:. CERTIFICATE OF RESOLUTION FOR AUTHORIZATION The undersigned, of Name of Corporation , a corporation Duly organized and validly existing under the laws of(State) Hereby certifies that the following resolution was duly adopted by the Board of Directors,of said Corporation at a meeting duly called and held on the day of 20 Be it resolved that the Board of Directors, or President, if there is no Board of Directors, of(Name of Corporation With Offices at: Hereby authorized(Name if person authorized): To execute and deliver to the Westchester County Department of Health, for and on behalf of said Corporation, and application for : To execute and deliver any and all additional documents which may be appropriate or desirable in Connection therewith. The undersigned further certifies that said resolution has not been revoked, rescinded or modified and remains in full force and effect on the date hereof. In WITNESS WHEREOF, the undersigned has duly executed this certificate on this day of , 20 OFFICER'S SIGNATURE: Affix Corporate Seal TITLE: ACKNOWLEDGEMENT STATE OF ) COUNTY OF ): ss: One this day of , 20 , before me personally came to me known, and known to me to be the of the corporation referred to in the within Certificate of Resolution, who being by duly sworn did depose and say that(s)he is of said corporation and that(s)he signed his/her name thereto. Notary Public County Rev.3/2017 Page 99 of 223 ►, -_ ! ester `:Cam George Latimer rt\(2,1\ 4 County Executive Sherlita Atnler.3.II) i'omml.'sl)ner of Health Credit Card Payment Authorization Form Sign and complete this form to authorize The Westchester County Department of Health to make a onetime charge to your credit card listed below. By signing this form, you give this department permission to debit your account for the amount indicated, on or after the date this form is submitted to The Westchester County Department of Health. Please Complete the Information Below By signing below, I, , authorize the Westchester County Department of Health to charge my credit card account indicated below for the amount of , for the fees associated with the permit to operate a . I understand this is a non-refundable fee and if my application is found deficient or questionable in any way, it will cause a delay in the permit approval process. Account Type:(Visa QMasterCard0AMEX()Discover Print Cardholder Name (as it appears on card): Account Number: Security Code: Expiration Date: Account Billing Zip Code: CARDHOLDER SIGNATURE: DATE: Cardholder acknowledges receipt of goods and/or services in the amount indicated above and agrees to perform the obligations set forth in the cardholder's agreement with the respective issuer. Reset Form Department of Healtlr Bureau of Public Health ('rote'two 25 Moore Avenue 2 Floor Telephone:4914)81i4-7S:10 Fax: 191+I A13-4281 Mount Kisco.NY 11)5.10 RECYCLE Page 100 of 223 Lj I r Town of Mamaroneck n t Town Center ,,rir,'.[ e.:, 740 West Boston Post Road, Mamaroneck, NY 10543-3353 OFFICE OF THE TOWN ADMINISTRATOR TEL: (914) 381-7810 FAX: (914) 381-7809 mrobson@townofmamaroneckNY.org To: Supervisor and Town Board From: Meredith S. Robson, Town Administrator Re: Independent Geotechnical Engineer Review of Hommocks Field Feasibility Study Recommendations Date: September 15, 2023 The third party review of the Woodard and Curran report on the Hommocks Fields is not expected until next week and will be provided as soon as we receive it. Page 101 of 223 PUBLIC HEARING NOTICE LEGAL NOTICE IS HEREBY GIVEN that pursuant to Section 130 of the Town Law of the State of New York, a Public Hearing will be held on Wednesday, September 20, 2023, at 8:00 PM or as soon thereafter as is possible, to consider the "Update in the Regulation of Wireless Telecommunications Facilities", at the Town Center, 740 W. Boston Post Road, Mamaroneck, New York. Purpose: This law is being enacted because advances in technology require the Town to update its law regarding wireless telecommunications facilities. You may also view the meeting on local municipal access television (Cablevision 75, 76, 77 or Verizon 34, 35, 36) or on LMC Media's website, https://lmcmedia.org/. The full text of this document can be viewed on the Town's website, https://www.townofmamaroneckny.org/calendar.aspx, or by calling the Town Clerk's Office at 914-381-7870,for a mailed copy. BY ORDER OF THE TOWN BOARD OF THE TOWN OF MAMARONECK Published:September 13, 2023 Page 102 of 223 Local Law No. -2023 This local law shall be known as the "Update in the Regulation of Wireless Telecommunications Facilities" Law. BE IT ENACTED by the Town Board of the Town of Mamaroneck Section 1 -Purpose: This law is being enacted because advances in technology require the Town to update its law regarding wireless telecommunications facilities. Section 2-Replacement of a current section of the Mamaroneck Code: Section 240-19.1 of the Code of the Town of Mamaroneck hereby is repealed and the following substituted in its place: §240-19.1. Wireless telecommunications facilities. A. Purpose. The purpose of this section is to establish regulations for the location and design of wireless telecommunications facilities that recognize the need to balance the technical requirements of the wireless telecommunications industry with the Town's desire to minimize the visual and other adverse effects of such facilities. This section expresses a preference for locations on Town property, acknowledging the ability of the Town to exert greater controls arising from ownership rights and a preference for the collocation of new wireless telecommunications facilities on existing or approved wireless telecommunications support structures that are located in nonresidential areas. Such regulations are intended to: (1) Ensure that the placement,construction or modification of wireless telecommunications facilities and related equipment are consistent with the Town's land use and zoning code regulations to the extent permitted by law, (2) Minimize the negative and adverse visual, acoustic and aesthetic impacts of wireless telecommunications facilities to the maximum extent practicable, through creative design,siting,landscaping,screening and innovative camouflaging techniques, (3) Assure a comprehensive review of environmental impacts of such facilities, (4) Protect, to the extent the Town is allowed to do so without conflicting with federal law, the health, safety and welfare of the residents of the Town and persons working in or visiting the Town from potential adverse impacts of wireless telecommunications facilities, 1 Page 103 of 223 (5) Allow for shared use (collocation) of wireless telecommunications facilities when such use is the more aesthetically sensitive alternative, (6) Establish fair and efficient processes for review and approval of development applications, (7) Preserve the visual character of established communities and the natural beauty of the landscape, (8) Protect property values, (9) Minimize the impact of wireless telecommunications facilities on residential properties, (10) Encourage the siting of wireless telecommunications facilities on properties and areas, which are not zoned exdusively for residential purposes, and (11)Minimize the number of structures placed near to each other in the rights-of-way. B. Definitions. ASSOCIATED EQUIPMENT — Any equipment serving or being used in conjunction with wireless telecommunications facilities including, but not limited to, utility or transmission equipment, power supplies, generators,batteries, cables, equipment buildings, cabinets and storage sheds,shelters,buildings and similar structures, and,when co-located on a structure, which is mounted or installed prior to, at the same or at a subsequent time as an antenna. ANTENNA-An apparatus designed for the purpose of emitting or receiving radio frequency (RF)radiation,to be operated or operating from a fixed location,for the provision of personal wireless service (whether on its own or with other types of services). For purposes of this definition, the term "antenna" does not include a mobile station or device authorized under Part 15 of Title 47 of the United States Code. BASE STATION — A structure or equipment at a fixed location that enables FCC licensed or authorized wireless telecommunications between user equipment and a telecommunications network. (1) The term includes, but is not limited to, equipment associated with wireless telecommunications facilities such as but not limited to private, broadcast and public safety services,as well as unlicensed wireless services and fixed wireless services such as microwave backhaul. (2) The term includes,but is not limited to,radio transceivers,antennas,coaxial or fiber-optic cable, regular and backup power supplies and comparable equipment, regardless of technological configuration(including DAS and small or macro cell equipment). (3) The term includes,but is not limited to any structure that supports or houses equipment described in paragraphs (1) and (2) above that has been reviewed and approved under 2 Page 104 of 223 the applicable zoning code or siting process, even if the structure was not built for the sole or primary purpose of providing such support. (4) The term does not include any structure that, at the time the relevant application is filed with the Town under this section, does not support or house equipment described in paragraphs (1) and (2)of this definition. BUILDING INSPECTOR---The Town's Building Inspector or its Director of Building Code Enforcement and Land Use Administration COLLOCATION— The mounting or installation of an antenna on an existing tower,building or structure for the purpose of transmitting and/or receiving radio frequency signals for telecommunications purposes,whether or not there is an existing antenna on the structure. DISTRIBUTED ANTENNA SYSTEM(DAS) — A network of spatially separated antenna sites connected to a common source that provides wireless telecommunications service within a geographic area or structure. DECOMMISSIONED --- A wireless telecommunications facility is decommissioned when it no longer is being used to perform the services which it was built to provide. EAF-The Environmental Assessment Form promulgated by the New York State Department of Environmental Conservation. FAA — The Federal Aviation Administration, or its duly designated and authorized successor agency. FCC — The Federal Communications Commission, or its duly designated and authorized successor agency. HEIGHT — When referring to a structure,the distance measured from the pre-existing grade to the highest point on the structure,including the antenna(s)and any other appurtenances. MACRO WIRELESS TELECOMMUNICATIONS FACILITY — Any wireless telecommunications facility that enables authorized wireless telecommunications between user equipment and a telecommunications network that is not a Small Wireless Telecommunications Facility. MODIFICATION — The improvement, upgrade or expansion of existing wireless telecommunications facilities or the improvement, upgrade or expansion of the wireless telecommunications facilities located within an existing equipment compound if the improvement,upgrade,expansion or replacement does not substantially change the physical dimensions of the wireless telecommunications facilities. MONOPOLE — A wireless telecommunications support structure which consists of a single pole, designed and erected on the ground or on top of a structure to support one or more wireless telecommunications antennas and associated equipment. 3 Page 105 of 223 NIER — Nonionizing electromagnetic radiation. A series of energy waves composed of oscillating electric and magnetic fields traveling at the speed of light which includes the spectrum of ultraviolet (UV), visible light, infrared (IR), microwave (MW), radio frequency (RF), and extremely low frequencies (ELF). PERMIT-A Wireless Facility Permit. PERSONAL WIRELESS SERVICE FACILITY shall have the meaning given to it in the Communications Act of 1934, as amended by the Telecommunications Act of 1996,47 U.S.C. §332(c)(7)(C),or any statute that may replace it. PLANNING BOARD-The Town of Mamaroneck Planning Board. PUBLIC RIGHT-OF-WAY("ROW") — Any land over which the public possesses the right to travel. The term "road" includes state, county and Town highways, roads, streets, squares, places, courts,boulevards, parkways, sidewalks and other ways, however, designated, over which the public has access. RELIABLE SERVICE-The transmission and reception of communications voice and/or data by a wireless telecommunications facility that meets or exceeds a wireless service provider's reasonable and generally accepted industry quality metrics, including but not limited to, received signal strength or signal quality measurements or calibrated predictions of such data throughput, call or session performance objectives including, but not limited to, key performance indicators such as lost calls,system blocking or lack of capacity. REPLACEMENT — The replacement of existing wireless telecommunications antenna on any existing support structure or on existing associated equipment for maintenance, repair or technological advancement with equipment composed of the same wind loading and structural loading which does not substantially increase the physical dimensions of any existing support structure. SMALL WIRELESS TELECOMMUNICATIONS FACILITY — Any wireless telecommunications facility that functions like cells in a mobile wireless network, typically covering targeted indoor or localized outdoor areas ranging in size from homes and offices to stadiums, shopping malls, hospitals, and metropolitan outdoor spaces including, but not limited to, DAS, microcells, picocells, and femtocells or any name employed to identify a compact, low power base station and its associated equipment that meets each of the following conditions: (1) The structure on which antenna facilities are mounted: (a) is fifty (50)feet or less in height,or (b)is no more than ten percent (10%)taller than other adjacent structures, or (b) is not extended to a height of more than ten percent (10%) above its preexisting height as a result of the collocation of new antenna facilities; 4 Page 106 of 223 (2) Each antenna (excluding associated antenna equipment) is no more than six (6) cubic feet in volume; (3) In the aggregate, the volume of all antenna equipment associated with the facility (excluding antennas and back-up power and related back-up power equipment) does not exceed twenty-eight(28) cubic feet; (4) The facility does not require antenna structure registration under 47 CFR Part 17;and (5) The facility does not result in human exposure to radio-frequency radiation in excess of the applicable safety standards specified in Parts 1 and 2 of the FCC's Rules and Regulations [47 C.F.R. 1.1307(b), 1.1310, 2.1091, 2.1093] or any FCC rule or regulation that replaces these regulations or add additional safety standards. SMALL WIRELESS PERMIT---The permit issued by the Planning Board approving a small wireless telecommunications facility. STEALTH TECHNOLOGY — Camouflaging methods applied to wireless telecommunications facilities,which render them more visually appealing or which serve to blend the proposed facility into the existing structure or visual backdrop,in such a manner as to render it minimally visible to the casual observer.Such methods include,but are not limited to, architecturally screened roof-mounted facilities, building-mounted antennas painted to match the existing structure, and facilities constructed to resemble trees, shrubs, light poles and the like. STRAND — A cable or wire run between two utility poles,or between a utility pole and a structure,or between two structures. STRUCTURE — A pole, base station supporting hardware, commercial billboard, street furniture or other building, whether or not it has an existing antenna facility, that is used or to be used for the provision of personal wireless service (whether on its own or commingled with other types of services). STRUCTURALLY MOUNTED — The attachment of antennas to an existing building or structure other than a monopole or tower having a location on the ground and comprising a part of a wireless telecommunications facility. For purposes of this chapter, the term "structurally mounted"shall include,in addition to the antennas, all other components of the wireless telecommunications facility. SUBSTANTIAL CHANGE — A modification substantially changes the physical dimensions if it meets any of the following criteria: (1) The mounting of the proposed antenna on the wireless structure would increase the existing height of the tower by more than 10%, or by the height of one additional antenna array with separation from the nearest existing antenna not to exceed twenty feet,whichever is greater; 5 Page 107 of 223 (2) The mounting of the proposed antenna or small wireless telecommunications facility would involve the installation of more than four (4) equipment cabinets or more than one (1)new equipment shelter; (3) The mounting of the proposed antenna or small wireless telecommunications facility would involve adding an appurtenance to the body of an existing wireless telecommunications support structure that would protrude from the edge of the original support structure: (i) more than twenty feet in the case of a macro wireless telecommunications facility, (ii) more than three feet in the case of a small wireless telecommunications facility, and (iii) in all cases more than the original width of the support structure at the level of the appurtenance It will not be considered a"substantial change" if the mounting of the proposed antenna or small wireless telecommunications facility exceeds the limits herein if it is necessary or appropriate to do so in order to shelter the antenna from inclement weather or to provide stealth shielding for the antenna or small wireless telecommunications facility; (4) The mounting of the proposed antenna would involve excavation outside the current existing structure site,defined as the current boundaries of the leased or owned property surrounding the existing structure and any access or utility easements currently related to the site; (5) The modification defeats concealment and/or stealth elements of the support structure; (6) The modification does not comply with prior conditions of the approval for the existing structure and/or site; provided, however, that this limitation does not apply to any modification that is noncompliant only in a manner that would not exceed the thresholds identified above;or (7) The modification increases the square footage of the existing equipment compound to an area greater than two thousand five hundred(2,500) square feet. TOWER — Any structure built for the sole or primary purpose of supporting FCC licensed or authorized antennas, including the on-site fencing, equipment, switches, wiring, cabling, power sources, shelters, or cabinets associated with that tower but not installed as part of an antenna as defined herein. TRANSMISSION OR WIRELESS TELECOMMUNICATIONS EQUIPMENT — Equipment that facilitates transmission and reception for any FCC licensed or authorized wireless telecommunications service, including, but not limited to, radio transceivers, antennas, coaxial or fiber-optic cable and regular and back-up power supply. The term includes equipment associated with wireless telecommunications services, including,but not limited 6 Page 108 of 223 to, private,broadcast and public safety services, as well as unlicensed wireless services and fixed wireless services, such as microwave backhaul. UTILITY POLE — A pole or similar structure that is used in whole or in part for the purpose of carrying electric distribution lines or cables or wires for telecommunications, cable or electric service or for lighting, traffic control, signage, or a similar function, regardless of ownership, including Town-owned poles or poles owned by utility companies. Any utility pole in excess of fifty(50)feet in height shall be deemed a tower and not eligible as a location for small wireless telecommunications facilities. WIRELESS TELECOMMUNICATIONS EQUIPMENT---Any equipment used in connection with the commercial operation of wireless telecommunications services, as defined herein, and as the term "personal wireless service facility" is defined in the Communications Act of 1934, as amended by the Telecommunications Act of 1996, 47 U.S.C. §332(c)(7)(C), or any statute that may replace it, to transmit and/or receive frequencies, including but not limited to antennas, monopoles, towers and related appurtenances. WIRELESS TELECOMMUNICATIONS FACILITY — A structure, facility or location designed or intended to be used as or used to support antennas, along with any antennas located on such structure,facility or location and any associated equipment. It includes but is not limited to, monopoles,lattice towers,DAS,micro cell or small wireless facilities on utility poles or strand mounted in the public right-of-way or property of the Town or within the Town and similar structures that employ stealth technology, including, but not limited to, structures such as a multistory building, church steeple, silo, water tower, sign or other similar structures intended to mitigate the visual impact of an antenna or the functional equivalent of such. It includes any structure, antennas and associated equipment intended for transmitting and/or receiving radio, television, cellular, paging, 911, personal telecommunications services, commercial satellite services, microwave telecommunications or other cellular telecommunications technologies, but excluding those used exclusively for the Town's fire,police, ambulance, and other dispatch telecommunications or exclusively for private radio and television reception and private citizen's bands, amateur radio and other similar telecommunications. WIRELESS TELECOMMUNICATIONS PROVIDER —An FCC licensed service provider offering wireless telecommunications to deliver such telecommunications services. These services may include, but are not limited to, voice, data, or video in either licensed or un- licensed spectrum. An enterprise business offering to host licensed or unlicensed service providers by deploying small cell technology such as, but not limited to, DAS and similar small cells. Any term contained in this section that is not defined above but is defined by the FCC shall have the meaning ascribed to it by the FCC. C.Permissible locations for wireless telecommunications facilities. Provided it complies with the requirements of this section: 7 Page 109 of 223 (A) (1) A macro wireless telecommunications facility may be located only in the following zoning districts of the Town: B-R LI UR SBR B-MUB and R but not(i)on a property designated by the Town as historic,or (ii)on a property listed on the New York State Register or the National Register of Historic Places or in a neighborhood that has been designated as historic by the Town, the State of New York, the County of Westchester or the federal government or (iii) on those properties that are owned or leased by the Town but are not listed in section 240-19.1 (H). (2) A small wireless telecommunications facility may be located only in any of the districts that a macro wireless telecommunications facility may be located and in the ROWs of the Town. (3) In addition to the areas specified in section 240-19.1 C (A) (1) and C (A) (2), a macro wireless telecommunications facility or a small wireless telecommunications facility may be located on the Town-owned properties listed in section 240-19.1 (H)if permission therefor is granted by the Town Board. (B) Neither type of wireless telecommunications facility shall be permitted in any area within the unincorporated area of the Town other than the areas specified in section 240-19.1 (A) (1), (2)or (3). D. Requirements for the installation, alteration, expansion or replacement of a wireless telecommunications facility whether on private property or Town-owned property. Except as otherwise provided in this section,no person shall be permitted to construct,install, or prepare a site for the installation of a wireless telecommunications facility or alter, expand or replace an existing wireless telecommunications facility without first obtaining: (i) site plan approval and a special permit from the Planning Board,followed by a Building Permit issued by the Building Inspector, or (ii) in the case of a macro wireless telecommunications facility to be located on a Town-owned property, approval of the application by the Town Board, followed by a Building Permit issued by the Building Inspector. Special permits issued by the Planning Board for any wireless telecommunications facility shall not be subject to the limits on duration contained in section 240-64 of the Code. 8 Page 110 of 223 E.Application for all types of wireless telecommunications facilities. (1) An application for the construction or installation of a new wireless telecommunications facility or a substantial change to an existing wireless telecommunications facility, whether a small wireless telecommunications facility or a macro wireless telecommunications facility,shall contain the following information: (a) A descriptive statement of the applicant's or operator's objectives, and whether the applicant seeks to satisfy a need, such as improved coverage and/or capacity requirements, (b) Documentation that demonstrates the need for the wireless telecommunications facility to provide service primarily and essentially within the Town. Such documentation shall include,but not be limited to: (i)information relating to all other wireless telecommunications facilities and antennas associated with such wireless telecommunications facilities that are to be deployed in the Town in conjunction with the proposed wireless facility; and (ii) propagation and/or capacity studies of the proposed site including,but not limited to,both drive test and calibrated predictive coverage plots, and all adjoining planned, proposed, in-service or existing sites that demonstrate a significant area of less than reliable service in coverage and/or capacity, including an analysis of current and projected usage and a copy of the search ring within which a new wireless telecommunications facility is proposed to be located, (c) The name,postal address,email address and phone number of the person preparing the report, (d) The name, postal address, email address and phone number of the property owner, operator and applicant, (e)The postal address and Tax Map Section,Block and Lot of the property,or the postal address and Tax Map Section, Block and Lot of the closest property if the wireless telecommunication facility is proposed to be located in a right of way, (e) The zoning district in which the property is situated, (f) The size of the property, stated both in square feet and lot line dimensions and a survey prepared by a licensed professional surveyor showing the location of all lot lines (an application to use a ROW does not have to supply this information), (g) The lot line of the nearest residential structure if such lot line is 1,200 feet or less from the property which is the subject of the application, (h) The location, size and height of all existing and proposed structures on the property which is the subject of the application, (i) The type,locations and dimensions of all proposed and existing landscaping and fencing, 9 Page 111 of 223 (j) The number, type and model of the antenna(s) and if the proposed wireless telecommunications facility is a small cell installation, the small cell equipment proposed, (k) A description of the utility pole, monopole or other structure on which any antenna or associated equipment for a wireless telecommunications facility is to be located and a design plan stating the structure's capacity to accommodate multiple users, (1) A site plan describing any new proposed structure and antenna(s) and all related fixtures, associated equipment, appurtenances and apparatus, including, but not limited to,height above pre-existing grade,materials, color and lighting, (m)The frequency band, modulation and class of service of radio or other transmitting equipment, (n) The actual intended transmission power stated as the maximum effective radiated power(ERP)in watts of the antenna(s), (o) Direction of maximum lobes and associated radiation of the antenna(s), (p) Documentation justifying the total height of any proposed antenna and structure and the basis therefor. Such justification shall be to provide service within the Town, to the extent practicable,unless good cause is shown, (q) Certification that NIER levels at the proposed site will be and remain within the threshold levels adopted by the FCC and the State of New York, (r) A statement signed by an engineer licensed by the State of New York that the analysis of site RF compliance for the proposed installation is consistent with applicable FCC regulations, additional guidelines issued by the FCC and industry practice and in clear compliance with FCC regulations concerning RF exposure, (s) A copy of the FCC license applicable for the intended use of the wireless telecommunications facility, (t) Certification that a topographic and geomorphologic study and analysis has been conducted and that the proposed drainage plan is adequate to assure the stability of the proposed wireless telecommunications facility on the property which is the subject of the application, (u) Certification that if the proposed wireless telecommunications facility will be a small cell or DAS that each unit/installation will not exceed fifty-five (55) dBA of acoustic noise, measured five(5) feet from the unit in any direction, or violate any applicable noise regulation, (v) Visual EAF with visual addendum, (w)Written certification by an engineer licensed by the State of New York that the wireless telecommunications facility and support structures and attachments are designed and will be constructed to meet all local,county,state and federal structural requirements for loads,including wind and ice loads, 10 Page 112 of 223 (x) Proof that the wireless telecommunications facility or expansion of an existing facility is not proposed to be located within the front yard setback area or closer to the front property line than the setback of the existing principal building, whichever is more restrictive, (y) A statement by the applicant with supporting citation of law or regulation indicating the time within which the applicant maintains that its application must be decided. While the time periods established by federal regulations or statute may be considered a reasonable period of time for determining an application and the Planning Board and the Town Board, as the case may be,will use their best efforts to decide applications within such periods, circumstances may make it necessary to extend the date for a determination beyond the relevant time period. (2) In addition to the requirements of section 240-19.1 (E), an application for collocation whether for a small wireless facility or a macro wireless facility, shall contain the following proof: (a) The existing wireless telecommunications support structure has been granted all necessary approvals by the appropriate approving authorities; (b) The proposed collocation shall not substantially increase the existing wireless support structure;and (c) The proposed collocation complies with the final approval of the wireless telecommunications support structure and all conditions attached thereto and either does not create a condition for which a variance would be required or for which relief would be required pursuant to any other applicable law, rule or regulation or that a variance or other required relief has been obtained. (3) For the purpose of starting the time period within which a decision on the application must be made, the application shall be deemed submitted when the Town Engineer determines that the application is complete. The Town Engineer shall notify the applicant of his/her determination of completeness within 10 business days after(i)the application is filed with the Building Department or (ii) any additional documentation or information is filed in response to the Town Engineer's determination that the application is not complete. (4) The Planning Board, the Town Board and if a variance is required, the Board of Appeals may refer the application before it to any of the Town's other departments, officials, boards or commissions. (5)(a)Before a building permit is issued,the applicant shall post a bond or a letter of credit that will remain in effect until cancelled,in favor of the Town in an amount sufficient to secure the removal of the wireless telecommunications facility when it is decommissioned. The amount of such bond shall be determined by the Planning Board in the case of parcels situated in the B-R, SBR, UR and R zoning districts or the Town Board in the case of a wireless telecommunications facility located on Town-owned 11 Page 113 of 223 property.The bond or letter of credit shall be issued by a surety or institution with assets sufficient to assure that it will be capable of satisfying its obligation and be in a form approved by the attorney for the Town. (b) Upon notice to the applicant or the person in control of the wireless telecommunications facility, the Planning Board in the case of parcels situated in the B- R, SBR, UR and R zoning districts or by the Town Board in the case of a wireless telecommunications facility located on Town-owned property may require that the surety or institution be changed or may increase the amount of the bond or letter of credit if it is determined that the surety or institution no longer has assets sufficient to assure that it will be capable of satisfying its obligation or that the amount of the existing bond or letter of credit is inadequate to secure the removal of the wireless telecommunications facility when it is decommissioned. (c) If the bond lapses or the letter of credit is canceled, the Planning Board in the case of parcels situated in the B-R, SBR, UR and R zoning districts or the Town Board in the case of a wireless telecommunications facility located on Town-owned property, after conducting a hearing done on notice to the applicant or the person in control of the wireless telecommunications facility, will have the right to revoke permission for the wireless telecommunications facility. Revocation of permission shall be deemed a decommissioning of the wireless telecommunications facility. (6) (a) The Planning Board or the Town Board, upon advice from the Town of Mamaroneck's insurance carrier, shall determine the amount of insurance coverage against liability for personal injury, death or property damage that must be maintained while the wireless telecommunications facility is being constructed, after it is installed and until it is removed. Such insurance shall be issued by an insurance company with an AM Best Rating of A+, shall name the Town as an additional insured and must provide that the underwriter notify the Town if the policy expires. Such liability insurance must be maintained throughout the existence of the wireless telecommunications facility. Before a building permit is issued, a copy of such policy must be delivered to the Building Department. (b)When such policy is renewed or replaced,a copy of the renewed or replacement policy shall be delivered to the Building Department within thirty (30) days of its issuance. If the insurance policy lapses or does not provide the required coverage, the Planning Board in the case of parcels situated in the B-R, SBR, UR and R zoning districts or the Town Board in the case of a wireless telecommunications facility located on Town- owned property,after conducting a hearing done on notice to the applicant or the person in control of the wireless telecommunications facility, will have the right to revoke permission for the wireless telecommunications facility. Revocation of permission shall be deemed a decommissioning of the wireless telecommunications facility. 12 Page 114 of 223 F. Provisions applicable to macro wireless telecommunications facilities only. In addition to complying with the other requirements of this section, a macro wireless telecommunications facility shall meet the following standards and contain the following submissions: (1) Ground-mounted equipment associated with macro wireless telecommunications facilities shall be limited to a height of twelve(12)feet above the existing grade and shall be no closer to side or rear property lines than the minimum setbacks applicable to accessory structures within the zone or one (1)foot in those districts where there are no minimum setbacks. (2) Support structures for macro wireless telecommunications facilities other than existing buildings or structures shall be set back from the closest property line a distance equal to at least one hundred and twenty percent(120%)of the height of the composite support structure and attached antennas measured from the highest point of the composite facility to the existing ground level at the base of the facility. (3) No signs shall be permitted, except for signs two square feet or less in area that display the name,address and telephone number of the owner of the facility,safety warnings or instructions,and information regarding the equipment on site.Height shall be measured from ground level,to the highest point on the wireless telecommunications facility,or if higher, the highest point on any extension to an existing supporting structure required to support the wireless telecommunications facility. (4)A macro wireless telecommunications facility shall be no higher than the minimum height necessary to achieve its purpose and under all circumstances,no more than one hundred twenty-five feet in height. (5) The applicant for a macro wireless telecommunications facility shall submit a list of eligible locations within the applicant's search area and has ranked the locations in accordance with the priorities in section 240-19.1 G (7) (6) Wind and ice. All macro wireless telecommunications facilities structures shall be designed to withstand the effects of wind gusts and ice to the standard designed by the American National Standards Institute as prepared by the engineering departments of the Electronics Industry Association and Telecommunications Industry Association (ANSI/EIA/TIA-222, as amended). (7) Aviation safety. All macro wireless telecommunications facilities shall comply with all federal and state laws and regulations concerning aviation safety, including but not limited to,the regulations of the FAA. (8) Public safety communications. All macro wireless telecommunications facilities shall not interfere with public safety communications or the reception of broadband, television, radio or other communications services enjoyed by occupants of nearby properties. 13 Page 115 of 223 (9) Radio frequency emissions. A macro wireless telecommunications facility shall not, by itself or in conjunction with other wireless telecommunications facilities,generate radio frequency emissions in excess of the standards and regulations of the FCC, including, but not limited to, the FCC Office of Engineering Technology Bulletin 65, entitled "Evaluating Compliance with FCC Guidelines for Human Exposure to Radio Frequency Electromagnetic Fields," as amended. If such policy lapses, the Planning Board or the Town Board, after conducting a hearing on notice to the applicant, will have the right to revoke permission for the macro wireless telecommunications facility. G. Provisions applicable to small wireless telecommunications facilities only. (1) Design. All small wireless telecommunications facilities shall be designed, constructed, operated, maintained, repaired, modified and removed in strict compliance with all current applicable technical, safety and safety related codes, including,but not limited to,the most-recent editions of the American National Standards Institute (ANSI)Code, National Electrical Safety Code,and National Electrical Code.All small wireless facilities shall, at all times, be kept and maintained in good condition, order and repair by qualified maintenance and construction personnel, so that the same shall not endanger the life of any person or any property.In addition to the provisions listed in this section, all small wireless telecommunications facilities shall be designed to comply with the following requirements: (a)All equipment shall be the smallest and least visibly intrusive equipment feasible. (b)Small wireless telecommunications facilities and associated equipment shall be treated to match the supporting structure and may be required to be painted, or otherwise coated, to be visually compatible with the support structure upon which they are mounted. (c) Pole and strand mounted small wireless telecommunications facilities shall be a minimum of two hundred fifty (250) feet apart radially. They shall be located in line with trees,existing streetlights,utility poles and other street furniture when possible. (d) No more than two (2) small wireless telecommunications facilities with associated antennas shall be mounted to a freestanding pole or structure (e) Small wireless telecommunications facilities and any associated equipment in the public right-of-way shall be located so as not to cause any physical or visual obstruction to pedestrian or vehicular traffic or bicyclists or to otherwise create safety hazards to pedestrians, motorists,bicyclists or residents or occupants of buildings,or to otherwise cause inconvenience to the public's use of the public right-of-way. (f) To the extent feasible, associated equipment shall be placed underground. Mounted associated equipment that cannot be placed underground shall be screened from surrounding views, to the fullest extent possible, through the use of landscaping or 14 Page 116 of 223 other decorative features. Ground-mounted associated equipment shall be screened, when possible, by utilizing existing structures. If screening by utilizing existing structures is not possible, ground mounted associated equipment shall be made architecturally and aesthetically compatible with the surrounding area through the use of coatings, landscaping, and/or screening walls, enclosures or other stealth technology. (g) Electrical meter cabinets, if required, shall the screened to blend in with the surrounding area. (h) Associated equipment attached to a small wireless telecommunications facility support structure shall have such vertical clearance as the Planning Board or in the case of a variance, the Board of Appeals may determine and an applicable utility company may require. (2) Wind and ice. All small wireless telecommunications facilities structures shall be designed to withstand the effects of wind gusts and ice to the standard designed by the American National Standards Institute as prepared by the engineering departments of the Electronics Industry Association and Telecommunications Industry Association(ANSI/EIA/TIA-222, as amended). (3) Aviation safety. Small wireless facilities shall comply with all federal and state laws and regulations concerning aviation safety, including but not limited to, the regulations of the FAA. (4) Public safety communications. Small wireless telecommunications facilities shall not interfere with public safety communications or the reception of broadband,television, radio or other communications services enjoyed by occupants of nearby properties. (5) Radio frequency emissions. A small wireless telecommunications facility shall not, by itself or in conjunction with other wireless telecommunications facilities,generate radio frequency emissions in excess of the standards and regulations of the FCC, including,but not limited to, the FCC Office of Engineering Technology Bulletin 65, entitled"Evaluating Compliance with FCC Guidelines for Human Exposure to Radio Frequency Electromagnetic Fields," as amended. (6) Small wireless telecommunications facilities shall be no higher than the minimum height necessary. The proposed height, which may be in excess of the maximum height permitted for other structures in the applicable zone, shall address any additional height necessary to accommodate collocation by additional antenna arrays or small cells,but under no circumstances is the height to be in excess of what is permitted for small wireless telecommunications facilities. 15 Page 117 of 223 (7) Visibility (a) A small wireless telecommunications facility shall be sited so as to have the least- adverse visual effect on the environment and its character, on existing vegetation and on the residents in the area of the site. (b) Both the small wireless telecommunications facility and any and all associated equipment shall maximize the use of building materials, colors and textures designed that blend with the structure to which it may be affixed and/or harmonize with the natural surroundings. (c) Small wireless telecommunications facilities shall not be artificially lit or marked, except as required by law. If lighting is required, the applicant shall present a photometric analysis that shows that the applicant will use best practices for mitigating the impact of lighting. (d) Where deemed appropriate by the Planning Board, electrical and land-based telephone or fiber lines extended to serve the small wireless telecommunications facility sites shall be installed underground. (e) Stealth technologies shall be employed in an effort to blend into the surrounding environment and minimize aesthetic impact. (f)Landscaping shall be provided,where appropriate. (8) Small wireless telecommunications facilities and any associated equipment in the public right-of-way shall also comply with the procedures and requirements set forth in chapter 187 of the Town Code relating to construction activities within the public right-of-way. To the extent any provisions in section 187 are inconsistent with the provisions set forth in this section, the provisions in this section shall control. (9) Maintenance. To the extent permitted by law, the following maintenance requirements shall apply: (a) Small wireless telecommunications facilities shall be fully automated and not require in-person attendance on a daily basis and shall be visited only for maintenance,replacement or emergency repair. (b) Such maintenance shall be performed to ensure the upkeep of the facility in order to maintain an acceptable appearance and promote the safety and security of the Town. (c) All maintenance activities shall utilize the best available technology for preventing failures and accidents. (d) Any graffiti on any small wireless telecommunications facility support structure or any associated equipment shall be removed at the sole expense of the owner within ten(10) days upon notification by the Town. 16 Page 118 of 223 (10)Priorities. A. The locations listed (a) through (f) below are the locations for small wireless telecommunications facilities within the Town listed in the order of preferred locations with (a) being the most desirable location and (f) being the least desirable location. Applicants for small wireless communication facilities shall categorize the site that they propose according to the following priorities or shall advise that the proposed site does not fall into any of the categories. (a) Collocation on existing utility poles, monopoles, or other small wireless telecommunications facility support structures on lands owned or controlled by the Town, (b) Collocation on a site with existing small wireless telecommunications facilities or other wireless telecommunications facility structures in the Town, (c) On the Town-owned properties listed in section 240-19.1 H (1), (d) On lands owned or controlled by other municipal corporations within the Town,to the extent permitted by such other municipal corporation, (e) On nonresidential zoned properties, and (f) Within public rights of way. (B) If the proposed site is not in the most preferred category, the applicant must supply a detailed explanation as to why a site in a more preferred category was not selected. The applicant also must satisfactorily demonstrate why approval should be granted for the proposed site and the hardship that would be incurred if the application were not approved. Stating that the proposed site has already been leased or purchased is not a satisfactory demonstration of why approval should be granted for the proposed site. (C) If collocation is not proposed, the applicant must provide a compelling reason why collocation it is not being proposed. (D)Notwithstanding the above,the Planning Board may approve a less preferred site if it finds that the proposed site will further the purposes of this section, is in the best interest of the safety,public welfare,character and environment of the Town and will not have a deleterious effect on the nature and character of the community and surrounding properties. H. Application when a wireless telecommunications facility is proposed for Town property_ (1) New wireless telecommunications facilities and the collocation of such facilities shall be permitted only on the following properties owned by the Town: The Weaver Street firehouse The Maxwell Avenue site The Town owned building in Memorial Park 17 Page 119 of 223 Town owned parking lots Public rights-of-way The Ambulance Building on Weaver Street The Hommocks Ice Rink The Town Center The Senior Center and The Sheldrake Environmental Center (2) This section shall not be construed so as to create a right or entitlement to use Town property for a wireless telecommunications facility. (3) Applications for a wireless telecommunications facility to be located upon Town-owned property must satisfy the same requirements and undergo the same type of review as a wireless telecommunications facility located on privately owned property must satisfy and undergo. (4) (a) Before the Building Inspector can issue a small wireless permit for a small wireless telecommunications facility or pole to be installed within the public right-of-way, a right of way agreement between the person or entity that will operate the small wireless telecommunications facility and the Town must be executed by both parties. (b)The term of the right of way agreement shall not exceed fifteen(15)years,shall contain the conditions imposed by the Town Board when it approved the wireless telecommunications facility and require, among other things, that the operator maintain liability insurance with coverage for an amount that is reasonable under the circumstances. A form right of way agreement shall be maintained by the Building Department. (5) In addition to other fees that may be imposed pursuant to this section every wireless telecommunications facility located in a right-of-way shall pay an annual fee for the use and occupancy of the right-of-way. I. Provisions applicable to applications for both macro wireless telecommunications facilities and small wireless telecommunications facilities (1) All proposed wireless telecommunications facilities (a) shall be sited so as to minimize visual intrusion as much as possible given the facts and circumstances involved with the proposed site and facility, (b) where appropriate, will employ stealth technologies as directed by the applicable municipal board(Town Board,Planning Board or Board of Appeals), and (c) will be designed, engineered and constructed so as to have the least- adverse visual and sonic effect on the environment,the character of the community and surrounding properties. (2) The Town Board, the Planning Board or the Board of Appeals may retain outside consultants, including,but not limited to,radio frequency engineers and other wireless telecommunications consultants to assist it in reviewing an application made pursuant 18 Page 120 of 223 to this section., The Board may require an applicant to establish, fund and replenish an escrow account to pay the fees and related costs incurred by the Board for outside consultants The outside consultant(s) will conduct an independent investigation and analysis of all applicable data relating to existing and proposed wireless telecommunications facilities, including whether there exists a considerable area(s) of less than reliable service in coverage and/or capacity and whether the proposed wireless telecommunications facility will improve service in the area(s) of less than reliable service. The outside consultant(s) also shall conduct an independent review and assessment of alternate sites and other technologies that may improve service in the area(s) of less reliable service and have a less intrusive impact upon the neighborhood than the site and/or the technology proposed by the applicant. (3) A wireless telecommunication facility shall be removed within one hundred (180) days of being decommissioned by the person in control of that facility when the facility is decommissioned. The property upon which the facility was constructed must be left in a safe condition when the removal is completed J. Exemptions. (1)The following actions shall not require site plan approval, a special permit or a small wireless permit: (a) a change in the dimensions of a wireless telecommunications facility if such change is not substantial. (b) a modification to, or the replacement of, an existing wireless telecommunications facility that does not substantially change the existing wireless telecommunications facility. (c) the repair and/or maintenance of an existing wireless telecommunications facility. (d) collocation;provided (a) the existing tower,building or structure to which the proposed antennae are to be mounted or installed has been granted all necessary approvals by the appropriate approving authorities, (b) was designed to receive the proposed collocation, (c)will not substantially increase the existing wireless support structure and (d)complies with the special permit and site plan approval (in the case of a macro wireless telecommunications facility) or the small wireless permit (in the case of a small wireless telecommunications facility) and all conditions attached thereto and would not create a condition for which a variance would be required or for which relief would be required pursuant to any other applicable law,rule or regulation. (e) installation of a personal wireless telecommunications device designed for in-home or in-office use that either provides telecommunications or to boost an existing signal for telecommunications; provided that there are no installations outside the walls of the building in which the device is installed and that such device(s)shall be FCC approved to 19 Page 121 of 223 not interfere with public safety communications or the reception of broadband,television, radio or other communications services enjoyed by occupants of nearby properties . (2) Chapter 75 of the Code shall not apply to the alteration, expansion, replacement construction, installation, or the preparation of a site for any of the foregoing activities of a wireless telecommunications facility. (3) Chapter 114 of the Code shall not apply to applications for site plan approval or for a special permit for a wireless telecommunications facility. Section 3-Amendment of a current section of the Mamaroneck Code: Section 240-30 of the Code of the Town of Mamaroneck is amended to add the following to paragraph B thereof: B. Special permit uses, subject to conformance to additional standards as provided herein and in Article IX (§§240-60 to 240-65) (9)wireless telecommunications facilities Section 4-Amendment of a current section of the Mamaroneck Code: Section 240-31 of the Code of the Town of Mamaroneck is amended to add the following to paragraph B thereof: B. Special uses. (10)wireless telecommunications facilities Section 5-Amendment of a current section of the Mamaroneck Code: Section 240-21.1 of the Code of the Town of Mamaroneck is amended to delete the current paragraph B (3) and replace it with the following: B. Special permit uses;requirements. (3)wireless telecommunications facilities 20 Page 122 of 223 Section 6-Amendment of a current section of the Mamaroneck Code: Section 240-32 (A)of the Code of the Town of Mamaroneck is amended to delete paragraph(6) and section 240-32 (B)of the Code of the Town of Mamaroneck is amended toad the following: B. Special uses (2) wireless telecommunications facilities Section 7-Severability: Should any provision of this Local Law be declared invalid or unconstitutional by any court of competent jurisdiction, such declaration of unconstitutionality or invalidity shall not affect any other provisions of this Local Law,which may be implemented without the invalid or unconstitutional provisions. Section 8-Effective Date: This Local Law shall become effective upon filing with the Secretary of State. 20236-9-08-LL in form for Public Hearing 21 Page 123 of 223 E w t Town of Mamaroneck t (; Town Center • our.;.-.t 740 West Boston Post Road, Mamaroneck, NY 10543-3353 OFFICE OF THE TOWN ADMINISTRATOR TEL: (914) 381-7810 FAX: (914) 381-7809 mrobson@townofmamaroneckNY.org To: Supervisor and Town Board From: Meredith S. Robson, Town Administrator Re: Fire Claims Date: September 20, 2023 Action Requested: Resolved that the Board of Fire Commissioners hereby approves the attached list of fire claims. Page 124 of 223 Q 4Zrri Town of Mamaroneck ! ` Comptroller, Town Center i i 740 West Boston Post Road, Mamaroneck, NY 10543-3353 INTERDEPARTMENT MEMORANDUM TEL: (914) 381-7810 FAX: (914) 381-7809 tyogman@townofmamaroneckNY.org Date: September 20, 2023 To: Meredith Robson, Town Administrator From: Tracy Yogman, Town Comptroller Subject: Fire Claims General: Attached is the list of fire claims for approval. Attachment/s: Fire Claims Sept 20 Page 125 of 223 Town of Mamaroneck From: Tracy Yogman - Town Comptroller Re: Fire Claims Date: September 20, 2023 The following Town of Mamaroneck Fire Department claims have been certified by Chief Thomas Broderick and submitted to the Comptroller's Office for payment: VENDOR DESCRIPTION Amount Argento and Sons Sharpen blade $ 105.00 Chatsworth Cleaners Uniform Cleaning -July 2023 86.96 Con Edison Fire HQ service 6/28-7/28/23 228.13 Con Edison Fire HQ service 7/27-8/28/23 255.83 Optimum Cable Services for 8/23-9/22/23 257.04 Senate Electronics, Inc Proximity Key tag 334.50 UniFirst Corporation Cleaning supplies 8/4, 8/11/23 508.64 Verizon TMFD 300M Fios Redundant circuit 7/25/2023 294.34 Verizon TmFD 300M Fios Redundant circuit 8/25/2023 294.34 Villa Maria Pizza Food for Fast Drill 7/26/23 74.18 Villa Maria Pizza Food for Victim Rescue Drill 8/23/23 54.19 WJWW 205 Weaver St Chgs 7/24-8/24/23 195.67 Total $ 2,688.82 Page 126 of 223 d� DD Lw t Town of Mamaroneck t Town Center • Four.:-.[ e.:, 740 West Boston Post Road, Mamaroneck, NY 10543-3353 OFFICE OF THE TOWN ADMINISTRATOR TEL: (914) 381-7810 FAX: (914) 381-7809 mrobson@townofmamaroneckNY.org To: Supervisor and Town Board From: Meredith S. Robson, Town Administrator Re: Hommocks Rink Locker Room Intermunicipal Agreement Date: September 15, 2023 Attached is the revised Intermunicipal Agreement between the Town of Mamaroneck and the Mamaroneck Union Free School District for the use and maintenance of the lockers at the Hommocks Park Ice Rink. Action Requested: Resolved that the Town Board hereby approves the intermunicipal agreement with the Mamaroneck Union Free School District for the use and maintenance of the lockers at the Hommocks Park Ice Rink and hereby authorizes the Town Administrator to execute the agreement and any related documents necessary to carry out its implementation. Page 127 of 223 Q 4 Town of Mamaroneck ! ` Town Center 1 740 West Boston Post Road, Mamaroneck, NY 10543-3353 INTERDEPARTMENT MEMORANDUM TEL: (914) 381-7810 FAX: (914) 381-7809 @townofmamaroneckNY.org Date: To: Meredith Robson, Town Administrator From: Subject: Hommocks Rink Locker Room Intermunicipal Agreement Attachment/s: 2023 Final Hommocks Locker Agrmnt Page 128 of 223 INTERMUNICPAL AGREEMENT FOR THE USE AND MAINTENANCE OF THE LOCKERS AT THE HOMMOCKS PARK ICE RINK This intermunicipal agreement is between the Town of Mamaroneck, a municipal corporation, having an address at Town Center, 740 West Boston Post Road, Mamaroneck, New York 10543 and the Mamaroneck Union Free School District, a school district existing under the laws of the State of New York, with offices at 1000 West Boston Post Road, Mamaroneck, New York 10543. Recitals Whereas, Section 119-0 of the General Municipal Law authorizes municipal corporations to enter into agreements for the performance of their respective functions, powers or duties, and Whereas, using funds donated for such purpose, the Town, in compliance with the General Municipal Law, purchased and installed Lockers at the Rink, and Whereas,the District's hockey teams will use the Lockers and the Ancillary Items that also were installed in the Locker Room during the hockey season, and Whereas, the Town and the District are entering into this Agreement to provide rules for the use of the Lockers. Now, therefore, in consideration of mutual covenants, conditions and agreements contained herein, the parties agree as follows: First: As used in this Agreement, the following terms shall have these meanings: "Ancillary Items" means the television, the refrigerator and the two cabinets located in the Locker Room. "Agreement" means this intermunicipal agreement. Page 129 of 223 "District"means the Mamaroneck Union Free School District. "Lockers" means the lockers at the Rink that were donated to, and are owned by the Town. "Locker Room" means the room where the Lockers are located. "Notice"means a writing by which either party terminates this Agreement. "Off-Season"means the period of each year that is not part of the Season. "Rink" means the Hommocks Park Ice Rink. "Season" means the period during the year when the scholastic hockey season for the District's hockey teams,both the regular season and the playoffs is in session. "Town" means the Town of Mamaroneck. Second: (a) During the Season, the District's hockey teams shall have the exclusive use of the Lockers,but not the Locker Room. Notwithstanding the previous sentence, except during games or practices, those members of the public who have the Town's permission to do so shall be allowed to use the seating that is attached to each Locker.During the Season,the Town shall clean the Locker Room and the area around the Lockers. (b) (i) No one shall attach items to, paint, draw upon,mark, drill or hammer holes into, deface or otherwise alter the interior or the exterior of the Lockers. If any of the foregoing occurs during a Season, such action shall be considered "damage" within the meaning of paragraph Third. (ii) No items can be stored within the Locker Room unless they are contained within the Lockers, the closet, or the two cabinets, located in the Locker Room. 2 Page 130 of 223 (c)Within two weeks after the end of each Season,the District shall arrange for the Lockers to be emptied and cleaned and left unlocked. (d) During the Off-Season, those members of the public who have the Town's permission to do so shall be allowed to use the Lockers as well as the attached seating. Before the next Season begins, the Town will empty and clean the Lockers. (e) At no time shall members of the public be allowed to use the Ancillary Items. Third: At the beginning and at the end of each Season, the Town and the District shall examine the condition of the Lockers and the Ancillary Items and record their then current condition. Photographs may be taken for that purpose. Before the beginning of each Season,the Town shall repair or replace those Lockers that it determines have been damaged or have worn out. The District shall reimburse the Town for the cost of repairing or replacing any Locker that was damaged during the Season. Fourth: (a) This Agreement shall continue until terminated in the mariner provided below. (b) Either party may terminate this Agreement for any reason or for no reason at all by giving the other party Notice. (c) In that Notice, the party deciding to terminate shall specify the date of termination. Such date shall be no less than 6 months after that Notice to terminate is received by the other party. 3 Page 131 of 223 (d) A Notice shall be deemed to have been given either (A) on the day it is delivered,if it is hand delivered to the person for whom it is intended, (B) on the first business day after it is sent, if it is sent by an overnight courier with instructions that it be delivered the next business day to the party for whom it is intended;provided that the overnight courier in its advertising to the general public represents that it can deliver a parcel from its point of origin to its destination by the next business day or (C) on the third business day after it is mailed, if it is mailed to the party for whom it is intended by registered or certified mail,return receipt requested from one of the lower 48 states of the United States of America. The postal addresses of the parties and the names of the persons who are entitled to receive a notice or a copy of a notice ("Addressees") are If to the Town: Town Administrator Town of Mamaroneck 740 West Boston Post Road Mamaroneck, New York 10543 With a copy to: Superintendent of Recreation Town of Mamaroneck 740 West Boston Post Road Mamaroneck, New York 10543 If to the District: Assistant Superintendent for Business Operations Mamaroneck Union Free School District 1000 West Boston Post Road Mamaroneck, NY 10543 With a copy to: Athletic Director Mamaroneck Union Free School District 1000 West Boston Post Road Mamaroneck, NY 10543 4 Page 132 of 223 or to such other address that an Addressee shall have specified in a notification given to the other Addressees in a way that complies with this paragraph. (e) Termination pursuant to this paragraph shall not relieve the parties from performing their obligations up to and including the date of this Agreement's termination. Fifth: Both parties shall maintain and keep in full force and effect during the term of this Agreement, general liability, vehicle liability, public employment liability, public officials' liability,and Workers'Compensation insurance coverage. Upon reasonable request by the other, the Town and the District will provide one or more certificates of insurance evidencing the coverages required by this Agreement, or proof of self-insurance coverage. Sixth: The parties agree to indemnify each other, hold each other harmless and defend each other, and each's officers, employees, agents, volunteers and elected officials, for injury or death to any person or persons or damage to property arising out of this Agreement that is caused by the action or omission by the party called upon to indemnify the other. Seventh: The failure of either party to insist upon strict performance of any of the terms, conditions and covenants herein, shall not be deemed a waiver of any rights or remedies that such party may have, and shall not be deemed a waiver of any subsequent breach or default in terms, conditions and covenants herein contained. Eighth: (a) This Agreement constitutes the entire understanding between the parties regarding the subject matter contained herein. The parties acknowledge that there has been and are no representations, warranties, covenants or understandings other than those expressly set forth 5 Page 133 of 223 herein and that all prior agreements between the parties regarding the subject matter of this Agreement — whether oral or in writing — are superseded by this Agreement and do not survive it as this document expresses the parties' entire understanding regarding the subject matter contained herein. (b) This Agreement may only be changed by a writing executed by a duly authorized representative of each party. Ninth:The signatories to this Agreement represent that (i)he or she has the right to enter into this Agreement on behalf of the party for which he or she is signing this Agreement, (ii) the consent of a third party is not required to perfect such authority, (iii) the party on whose behalf he or she is signing this Agreement has undertaken all actions required to enter into this Agreement, and (iv)his or her signature represents the binding obligation of such entity. Tenth:This Agreement may be executed in one or more counterparts,each of which shall be considered an original. Facsimile signatures or signatures that are transmitted electronically shall be considered original signatures. Eleventh: Whenever required or appropriate, words in the singular number shall be construed as if they were in the plural number and words of one gender shall be construed as if they were in any gender. Twelfth: Neither party shall have the right to assign, transfer, convey, pledge or encumber its rights under this Agreement. Thirteenth: This Agreement shall be governed by and construed in accordance with the laws of the State of New York without regard to principles of conflicts of law. Any litigation 6 Page 134 of 223 arising out of this Agreement shall be brought in the Supreme Court of the State of New York in and for the County of Westchester. Fourteenth: If any court of competent jurisdiction holds any provision of this Agreement invalid or unenforceable, the other provisions of this Agreement will remain in full force and effect. Any provision of this Agreement held invalid or unenforceable only in part or degree will remain in full force and effect to the extent not held invalid or unenforceable. The parties agree to execute and deliver such other documents and to perform such other acts as may, from time to time, be reasonably required to give full force and effect to the intent and purpose of this Agreement. In witness whereof, the parties have caused this Agreement to be executed by their duly authorized representatives. Town of Mamaroneck By: Meredith S. Robson, Town Administrator Mamaroneck Union Free School District By: Certificate of Authorization I, Allison May, certify that (a) I am the Town Clerk of the Town of Mamaroneck, a municipality existing under the laws of the State of New York, (b) Meredith S. Robson, the person 7 Page 135 of 223 who signed this Agreement on behalf of the Town of Mamaroneck (Town), is the Town Administrator of the Town, (c) Ms. Robson was authorized by the Town Board of the Town to execute this Agreement on behalf of the Town and (d) such authority was in full force and effect when Ms. Robson executed this Agreement on behalf of the Town. Allison May, Town Clerk Certificate of Authorization I,Joanne Rice,certify that(a)I am the District Clerk of the Mamaroneck Union Free School District, a school district existing under the laws of the State of New York, (b) ,the person who signed this Agreement on behalf of the Mamaroneck Union Free School District (District), is the of the District, (c) was authorized by the to execute this Agreement on behalf of the District and (d) such authority was in full force and effect when executed this Agreement on behalf of the District. Joanne Rice, District Clerk IMA/School/2023-8-18Locker agrmnt to be sent to SD 8 Page 136 of 223 o DD Lw t Town of Mamaroneck t Town Center • four.;.A ! e.:, 740 West Boston Post Road, Mamaroneck, NY 10543-3353 OFFICE OF THE TOWN ADMINISTRATOR TEL: (914) 381-7810 FAX: (914) 381-7809 mrobson@townofmamaroneckNY.org To: Supervisor and Town Board From: Meredith S. Robson, Town Administrator Re: Acceptance of Donation to the Town of Mamaroneck- Quinn Cox Date: September 12, 2023 The Town has benefited from the work of Quinn Cox, a local Boy Scout who made improvements at our Senior Center as part of his many endeavors toward earning the Eagle Scout rank. Quinn fundraised and organized an effort to install a new bench by the Center's bocce court; he also cleaned and resurfaced the court. Quinn has generously donated unused funds to the Town to be used in any way we see fit. Action Requested: Resolved that the Town Board hereby thanks Quinn Cox for his efforts to improve the Town Senior Center amenities and accepts his generation donation of$788.42. Page 137 of 223 o DD Lw ,z t Town of Mamaroneck t (; Town Center • our.;.-.t 740 West Boston Post Road, Mamaroneck, NY 10543-3353 OFFICE OF THE TOWN ADMINISTRATOR TEL: (914) 381-7810 FAX: (914) 381-7809 mrobson@townofmamaroneckNY.org To: Supervisor and Town Board From: Meredith S. Robson, Town Administrator Re: Review -Declaration and Sale of Surplus Vehicles Date: September 13, 2023 Attached please find a list of equipment from Michael Pinto to be designated as surplus and sold. Action Requested: Resolved that the Town Board hereby declares these items as surplus and authorizes their sale or disposal. Attachment/s: 2023 SURPLUS AUCTION LIST Page 138 of 223 SURPLUS AUCTION 2023 Fleet 95—20111 Ford Escape 1FMCU9DG3BKA57485 (131,303 miles) Fleet 19—2007 Ford Explorer 1FMEU73E77UB64791 (89,673 miles) Fleet 202—2003 Mack RD6905 1MZP26C43M034290 (41,630 miles) Fleet 26—2005 Ford Escape 1FMYU96HX5KE01054(67,318 miles) Fleet 316-2010 Chevy Tahoe 1GNUKAE06AR197691(95,448 miles) Fleet 317—2013 Chevy Tahoe 1GNSK2E06DR342679 (95,420 miles) Fleet 30—2008 Ford Crown Victoria 2FAHP71V08X160836(51,235 miles) Fleet 40(car 3)—2014 Ford Interceptor 1FAHP2MK5EG122329(66,540 miles) Fleet 44(car 17)—2015 Ford Interceptor 1FAHP2MK8FG159830(57,447 miles) Fleet 43 (car 19)—2015 Ford Interceptor 1FAHP2MK8FG159831 (51,051 miles) Fleet 435—2009 Chevy Tahoe 1GNFK03059R195268(97,597 miles) Fleet 236-2008 Ford F250 P/U 1FTSF21R88EE40420(55,677 miles) Fleet 233—2008 Ford F250 P/U 1FDSF21R08EC59467 (45,677 miles) Page 139 of 223 tIT, Town of Mamaroneck I- ! Town Center Faurso[ e:, 740 West Boston Post Road, Mamaroneck, NY 10543-3353 OFFICE OF THE TOWN ADMINISTRATOR TEL: (914) 381-7810 FAX: (914) 381-7809 mrob son@townofmamaroneckNY.org To: Supervisor and Town Board From: Meredith S. Robson, Town Administrator CC: Robert P. Wasp, Town Engineer Re: Authorization of Consultant Selection Town Comprehensive Drainage Evaluation Date: July 21, 2023 Attached is a memo from Town Engineer, Rob Wasp,regarding the Request for Proposal (RFP)for the Town of Mamaroneck's Comprehensive Drainage Evaluation and Storm Sewer Renovations. The proposal received from H2M Architects + Engineers was determined to be the most responsive to the Town's project needs. The total cost of the services provided would amount to $367,300. Action Requested: Resolved that the Town Board hereby approves of the consultant proposal for the Comprehensive Drainage Evaluation and Storm Sewer Renovations to H2M Architects + Engineers for $367,300 and hereby authorizes the Town Administrator to execute the agreement and any related documents necessary to carry out its implementation. Page 140 of 223 8 ` o Q 4 Town of Mamaroneck ! ' Engineering Department, Town Center 740 West Boston Post Road, Mamaroneck, NY 10543-3353 INTERDEPARTMENT MEMORANDUM TEL: (914) 381-7810 FAX: (914) 381-7809 rwasp@townofmamaroneckNY.org Date: August 9, 2023 To: Meredith Robson, Town Administrator From: Robert P. Wasp, Town Engineer Subject: Authorization of Consultant Selection Town Comprehensive Drainage Evaluation General: Request for Proposal (RFP) for the Town of Mamaroneck's Comprehensive Drainage Evaluation and Storm Sewer Renovations was developed by the Engineering Department in early 2023. The scope includes consultant work tasks for 1) preparation of updated storm sewer record maps in Town GIS database, 2) detailed field investigation including camera inspection of storm sewer segments in flood prone areas, 3) hydrologic and hydraulic modeling of current storm sewer flow capacities, and 4) conceptual design and cost estimation for recommended improvements to increase system capacity and reduce the severity and frequency of flooding. The selected Town consultant will prioritize recommended improvements based upon cost to benefit metrics that will be utilized in the consideration of future Town capital improvement projects. The RFP document was advertised with a limited group of seven (7) qualified engineering consultants. A total of three (3) consultant proposals were submitted in response to the solicitation. Proposals were reviewed by Engineering Department staff and scored based upon completeness, technical experience, drainage study approach, in-house resources and references for similar evaluation work. The proposal received from H2M Architects + Engineers was determined to be the most responsive to the Town's project needs with focused approach to evaluate known Town drainage problem areas. H2M has extensive technical experience with large watershed storm sewer analysis and has successfully completed similar projects throughout the region. Recent interview completed with H2M's technical team has confirmed their firm's understanding of the Town's project objectives as well as their availability to immediately proceed with the evaluation scope of work. Sample consultant services agreement has been provided from H2M for Town review that is attached to this agenda item. The Engineering Department recommends authorization of H2M's proposal upon final review of the consultant agreement. H2M's fee proposal sums to $367,300 but includes a budget of$168,000 for subcontractor pipe camera inspection and cleaning work as part of their total. The subcontractor fees were estimated based upon conservative production by the camera crew based upon a daily rate. It appears likely that the full budget for pipe inspection work may not be need that can result in project savings to the Town. The Page 141 of 223 Town has the option to utilize its own in-house highway department sewer camera crew to supplement and continue additional inspection work even beyond the preparation of H2M's final recommendations. Please feel free to contact me with any questions. Attachment/s: H2M Standard Terms & Conditions (STC) Draft H2M T. Mamaroneck Drainage Eval Prop_compressed Page 142 of 223 H2M Standard Terms & Conditions (Ver 210520) Client Site Services Client's Rep. H2M's Rep. Phone/E-Mail Phone/E-Mail 1. Applicability of Terms and Conditions. H2M reserves all of its copyright,ownership and other rights with respect 1.1. Applicable to Scope of Services. The scope of services, pricing to such information. Client shall not modify and shall not apply such and schedules included with H2M's proposal are contingent upon the information outside of the Project or for any purposes other than that for Client accepting the terms and conditions("Standard T&C")herein.Any which it was created.Client shall defend and indemnify H2M against any changes hereto which affect H2M's rights, obligations, or risk exposure claims, liabilities and costs associated with such unauthorized treatment shall entitle H2M to make appropriate adjustments to its pricing and of the information. Client may reuse the information for authorized proposal. purposes only with advance written consent from H2M that details the scope of, additional compensation for, and appropriate protections 1.2. Applicable to Preliminary Services. These Standard T&C shall associated with such reuse. also apply to any services H2M performs prior to the Parties executing a 3.6. Site Access.Client guarantees full and free H2M access to the Site written Contract. In such circumstances, Client's direction to H2M to and shall cooperate with H2M in gaining access to any other real property render services shall constitute acceptance of these Standard T&C. required for the performance of the Services. 2. Authority of Signers and Parties. 3.7. Preliminary Information.Client shall provide to H2M in writing any 2.1. Authority to Contract. The individuals signing the Contract each pertinent information it possesses that might affect the Project warrant that s/he is empowered to sign on behalf of and bind the requirements (including but not limited to design objectives and indicated Party to these Standard T&C and all other components of the constraints, budgetary limitations, surveys, related reports and studies, Contract. environmental, geotechnical, and soil data, preliminary designs, etc.). 2.2. Authority for Project.Client warrants that it has any authority and H2M is entitled to rely on the accuracy of all information that the Client permission required from Owner to engage H2M in the Services provides.H2M shall not be required to verify any such information,unless concerning the Site, and to grant H2M physical access to the Site as such task and information is specifically listed in the Scope of Services. needed to perform the Services. 3.8. Hazardous Materials. Client warrants that to the best of its 3. Contractual Obligations knowledge there are no constituents of concern on or adjacent to the 3.1. Designated Representative. Each Party shall designate a Site,other than those previously disclosed in writing to H2M. Nothing in "Representative" in writing above. Each Representative shall have the this Contract shall be interpreted to give H2M responsibility for the current authority to transmit and receive instructions and other information,and existence or introduction (including by, but not limited to, dispersal, to render interpretations and decisions concerning the Project and discharge, escape, release, or saturation, either sudden or gradual) to Contract on behalf of the Party s/he represents. Each Party is entitled to the Site of any hazardous materials(including but not limited to smoke, rely on communications from the other Party's Representative as vapors,soot,fumes,acids,alkalis,toxic chemicals, liquids,or gases) by authoritative. Each Representative shall issue decisions, interpretations anyone other than H2M. Client shall therefore hold H2M harmless as to and communications promptly as to avoid unreasonable delays in all such matters. delivery of the Services. 3.9. Claims Assistance. H2M shall be entitled to hourly compensation 3.2. Commencement. H2M is not obligated to commence or continue as Additional Services for all time spent analyzing, preparing,testifying, rendering any Services until both Parties have signed the Contract and and otherwise assisting Client to pursue or defend claims and disputes Client has paid any required Fee advance specified in the proposal. to which H2M is not a named plaintiff or defendant. 3.3. Performance Standards. Each Party shall exercise its rights and 4. Payment Terms perform its obligations in a reasonable and non-negligent manner. H2M 4.1. Fees.The"Fees"are the component of compensation to be paid by shall perform its Services within the Standard of Professional Care.Client Client to H2M for its effort in providing the Services.The Fees pertaining shall pay compensation for all Services so rendered. H2M makes nor to this Contract, are set forth in the proposal, and any Amendments to implies any other warranties or guarantees, herein or otherwise, the Contract.Additional services,when required will be invoiced at hourly concerning the Services or the outcome of the Project. rates of compensation or a negotiated lump sum, plus reimbursable 3.4. "Standard of Professional Care"means the standard of care and expenses. skill recognized by law to apply to licensed professionals practicing the 4.2. Reimbursable Expenses. The "Expenses" are the costs H2M same profession, under the same circumstances, at the same time and incurs in rendering the Services which are to be reimbursed by Client. location, as the Services rendered by H2M. Nothing in any part of the Expenses authorized by this Contract include but are not limited to: Contract is intended, nor shall anything be so interpreted as,to elevate 4.2.1. Transportation, lodging and subsistence incidental to the project, the Standard of Professional Care beyond the definition included here. courier charges, reproduction, renderings or models, specialty field 3.5. Document Ownership.All information (including but not limited to equipment and fees paid for securing approval of authorities having drawings and specifications) developed by H2M are instruments of jurisdiction over the project; service only,and not products produced for sale nor works made for hire. Page Flatg 223 (Ver 210520) 4.2.2. Sub-contractor expenses, plus a ten (10) percent mark-up to 5.3.6. Pollution Liability coverage with policy limits of not less than one compensate H2M for its handling and administration costs; million dollars ($1,000,000) per claim and one million dollars 4.2.2. Any other expenses set forth in the proposal. ($1,000,000) in the aggregate, whenever such would apply to H2M's 4.3. Taxes. The amount of any sales, excise, value added, gross Services. receipts or any other type of tax that may be imposed by any taxing entity 5.4. Additional Insured Coverage. Client shall be covered as or authority shall be paid by Client in addition to the Fees and Expenses. Additional Insured under the terms of H2M's Commercial General 4.4. Invoices. H2M shall provide invoices to Client for all Fees and Liability policy. Expenses due under this Contract. Payment of invoices shall not be 5.5. LIMITATION OF H2M LIABILITY. H2M's AGGREGATE LIABILITY contingent upon the action of any third party.Client shall pay each invoice FOR ALL CLAIMS ARISING FROM AND/OR RELATED TO THIS within thirty(30)days of the invoice date. CONTRACT, THE SERVICES, THE PROJECT, AND/OR THE SITE, 4.5. Interest on Past Due Amounts. Invoices, Fees,and Expenses will SHALL BE LIMITED TO THE GREATER OF THE AMOUNT OF FEES be past due as of the thirty first (31st) day following the date of the PAID UNDER THIS CONTRACT OR FIFTY THOUSAND DOLLARS invoice.All past due amounts shall accrue interest at the maximum rate ($50,000.00). permissible by law until the date upon which they are finally paid. 6. Dispute Resolution 4.6. Required Fee Advance.As security against the risks and costs of 6.1. Notice of Claim or Dispute.An aggrieved Party shall give the other mobilizing to commence performing the Services, H2M may require a Party written notice of any claim or dispute arising from the Project, the Fee advance.Any such Fee advance will be specified in the proposal. Services, or this Contract. The Parties shall endeavor in good faith to The fee advance will be deposited upon receipt and booked as an resolve such matters fairly and amicably through negotiation.If the matter outstanding credit against accounts receivable from the Client.The Fee has not been resolved by negotiation within thirty(30)days of receipt of advance will be applied to Client's final invoice. such written notice,either Party may demand mediation of the matter. 5. Project Risk Management 6.2. Mediation. Unless the Parties agree to other rules, any mediation 5.1. Mutual Waiver. Except as otherwise specifically provided for in shall be conducted under the auspices of the American Arbitration these T&C, neither Party shall hold the other responsible for any Association(AAA),pursuant to its Construction industry mediation rules. consequential damages,nor any damages other than direct damages. Each Party shall bear its own mediation costs(except as specified in the 5.2. Mutual Indemnification. Subject to the applicable concepts of rules, and except that the MA fees, mediator fees, and if agreed the contributory and comparative fault, and in addition to any other venue fees, shall all be borne equally by the Parties). Except as compensation provided by law or this Contract, each Party shall otherwise specifically permitted herein,a prospective plaintiff Party may indemnify the other Party's "Indemnitees" (the Party, its owners, not file an action before giving the other Party ten(10)day's written notice directors,officers,employees and volunteers)against third-party claims and opportunity to demand mediation.Such notice,and a good faith effort and liabilities(including the reasonable costs of defending such claims) in any mediation timely demanded,shall be a condition precedent to the for death,bodily-injury,and property damage,but only to the extent such prospective plaintiff Party commencing litigation. have been caused by the negligence of the indemnifying Party(including 6.3. Waiver of Jury Trial.The Parties hereby waive any and all rights to its owners, directors, officers, employees, volunteers, and those a trial by jury in any litigation pertaining to the Services or this Contract. contractors for whom it is legally responsible),and not to the extent such 6.4. Certificate of Merit.As a condition precedent to filing any pleading are caused by any other means (including but not limited to the containing a cause of action based on professional liability, Client must negligence of the Indemnitees themselves). include a sworn Certificate of Merit from a similarly licensed professional 5.3. Insurance Coverage. H2M shall maintain the following insurance explaining the applicable Standard of Professional Care and alleging the coverage while performing the Services.Upon request, H2M will provide specific acts or omissions by which H2M violated the Standard. a Certificate of Insurance to Client as Certificate Holder reflecting such 6.5. Suspension of Services. Upon ten (10) days written notice, H2M coverage. may suspend delivery of the Services until any past due invoice is paid. 5.3.1. Workers'Compensation and Disability coverages with limits at Client shall hold H2M harmless for the impact of any such suspension. least in the amount required by law. 6.6. Collection Efforts. Upon ten (10) days additional written notice, 5.3.2. Employers'Liability coverage with policy limits not less than one H2M may refer any past due invoice to inside or outside counsel for million dollars ($1,000,000) each accident, one million dollars collection. H2M is entitled to reimbursement by Client for the time and ($1,000,000)each employee,and one million dollars($1,000,000)policy cost involved in such collection efforts. limit. 6.7. Liquidated Damages.Since the actual costs that H2M will suffer in 5.3.3. Automobile Liability coverage for H2M owned and non-owned such collection efforts is difficult to ascertain,the Parties agree that Client vehicles utilized in performance of its Contract obligations, meeting will pay H2M the following amounts as liquidated damages for such statutorily required coverage, and with policy limits not less than one costs:two hundred dollars($200.00)when H2M refers a past due invoice million dollars($1,000,000)each accident for bodily injury,death of any for collection; plus either an additional six hundred dollars ($600.00) person and property damage. when a collection action is filed in small claims court,or an additional two 5.3.4. Commercial General Liability coverage with policy limits of not thousand dollars($2,000.00)when a collection action is filed in any other less than one million dollars ($1,000,000) each occurrence and two court.These liquidated damages are H2M's only remedy to recover such million dollars($2,000,000)in the aggregate for bodily injury and property costs of collection. damage. 6.8. Payment Disputes. H2M's collection efforts are not subject to the 5.3.5. Professional Liability coverage for negligent acts, errors and mediation requirements set forth above. In disputing any invoice, Client omissions in the performance of professional services with policy limits shall adhere to the Mediation and Certificate of Merit requirements set of not less than one million dollars($1,000,000)per claim and one million forth above. dollars($1,000,000) in the aggregate. Page 4442224.223 (Ver 210520) 6.9. Project Suspension. Upon seven (7)days'written notice to H2M, negotiations, and agreements, written or otherwise. In the event of any Client may suspend the Project for any reason. If the aggregate number conflict between other Contract terms and these T&C, these T&C shall of Project suspension days exceeds sixty(60)days,such will constitute govern,unless the conflicting term specifically states that it is superior in cause for termination. precedence to this these T&C. 6.10. Termination. Either Party may terminate this Contract for cause 8.3. Severability. If any term or condition in this Contract is found to be if the other Party substantially fails to perform its obligations or otherwise unenforceable, the enforceable remainder shall be valid and binding breaches a material term of this Contract. Such termination will only be upon the Parties. No waiver of any term or condition shall be construed effective upon seven(7)days'written notice and opportunity to cure.This to be a waiver of any subsequent breach. Contract may also be terminated by the Client without cause by providing 8.4. Amendment.Any modification or addition to this Contract shall not H2M thirty (30) days written notice. If this Contract is terminated H2M be enforceable unless agreed upon in writing. shall be entitled to invoice and to be paid for any Services performed 8.5. Delegation.Any delegation of a Party's right or obligation under this prior to the termination. Notwithstanding any other provisions of the Contract shall be void unless made pursuant to advance written consent Contract, if H2M terminates this Contract for cause, in addition to any from the other Party. direct damages for breach of contract,it shall be entitled to recover from Client any expenses demonstrably attributable to termination 8.6. Force Majeure. Neither Party shall be responsible for damages or 7. Definitions(additional definitions indicated by quotes in context). delay caused by extraordinary events that are beyond its reasonable control and due care (as nonexclusive examples, war, terrorism, and 7.1. "Client" means the person/entity for which H2M is obliged to natural disasters). perform the Scope of Services set forth in the Contract(and/or for which 8.7. Choice of Law. The Standard of Professional Care applicable to H2M performs services described in 1.2. above). Client and H2M are the Services shall be supplied by the law of the state in which the Site is each individually a "Party" and are collectively the "Parties" to the located.The remainder of this Contract shall be governed by the laws of Contract. the State of New York when the Site is located in New York, or by the 7.2. "H2M"means the entity appropriately authorized to offer and render laws of the State of New Jersey for all other Projects. the services contained in the proposal and Contract. Specifically H2M 8.8. Choice of Forum. The Parties agree that the courts of New York Associates, Inc.; H2M Architects & Engineers, Inc.; or H2M Architects, State shall have jurisdiction over the Parties and their disputes arising Engineers, Land Surveying and Landscape Architecture, D.P.C. (d/b/a under or related to this Contract as it pertains to any Site in New York H2M architects+engineers),as appropriate.No proposal is intended as, State and consent to the jurisdiction of said courts. Any New York and none should be interpreted to be,an offer to provide any services in litigation arising under or related to this Contract shall be filed in a court any location where H2M is not authorized to provide such services. located in Nassau County, New York, or any New York county in which 7.3. "Contract"means the written agreement by which H2M is obligated H2M maintains a permanent office at the time such litigation is to perform services for the Client,and includes all components specified commenced.The Parties agree that the courts of New Jersey shall have in the proposal or otherwise incorporated by written reference. jurisdiction over the Parties and their disputes arising under or related to 7.4. "Services"means those services H2M is required by the Contract this Contract as it pertains to any Site outside New York State, and to perform for the Client,as such are reflected in the agreed"Scope of consent to the jurisdiction of said courts. Any non-New York litigation Services"set forth in the proposal and any amendments thereto agreed arising under or related to this Contract shall be filed in a court located in by the Parties in writing. Morris County, New Jersey, or any New Jersey county in which H2M 7.5. "Project"means the Client's overall endeavor at the Site,of which maintains a permanent office at the time such litigation is commenced. H2M's Scope of Services is a component. 9. Construction-Related Terms 7.6. "Site" means the real property to which the Project pertains, or 9.1. Construction and Site Safety.Client represents that it is the Owner where components of the Project are being built or disposed. of the Site,or has the Owner's permission to control the Site. Nothing in 7.7. "Owner"means the owner(s)of the Site,whether or not such owner this Contract or otherwise shall be interpreted to give H2M responsibility is also the Client. for safety upon the Site, nor for any means, methods, techniques, 7.8. "Contractor"means any person or entity(including the employees sequences, or procedures used, or failed to be used, in any Contractor and subcontractors at every level thereof), other than H2M (including Activity or other activity on the Project or Site (including, but not limited H2M's own employees and subconsultants), that provides materials to shoring, bracing, scaffolding, underpinning, excavating, temporary and/or services for the Client relating to the Project or the Site. Any retaining,erecting,staging,etc.). H2M employees shall comply with Site licensed professional or firm engaged by a Contractor, or by the Client safety programs,when applicable. directly(rather than as a subconsultant to H2M) is also a Contractor. 9.2. Contractor's Insurance. Client is responsible for determining and 7.9. "Contractor Activity" means every activity performed by a demanding Contractor insurance that sufficiently protects Client. Contractor that is in any way related to furthering the Project or otherwise Additionally, to protect H2M, the Client shall cause any Contractor to performed on the Site,regardless of whether such activity is required by procure, prior to commencing any Contractor Activity, at least the contract. Contractor Activity also includes a Contractor's failure to following insurance coverage,which must remain in force during all such perform any activity required by law or contract. activity and its associated guarantee: 8. General Terms 9.2.1. Workers'Compensation and Disability coverages with limits at least in the amount required by law. 8.1. Headings.Paragraph numbering and headings are for navigational g 2 2 Employers'Liability coverage with policy limits not less than one purposes only and shall be given no weight in construing the terms and million dollars ($1,000,000) each accident, one million dollars conditions of this Contract. ($1,000,000)each employee,and one million dollars($1,000,000)policy 8.2. Integration.This Contract, the components of which are specified limit. in the proposal,represents the entire and integrated agreement between Client and H2M. This Contract supersedes all prior representations, Page 4453Gbf 223 (Ver 210520) 9.2.3. Automobile Liability coverage for Contractor owned and non- concerning the Project or Site. This obligation does not apply to such owned vehicles utilized in performance of the Contract Activity, meeting claims, liabilities and costs that are caused by the sole negligence of the statutorily required coverage, and with policy limits not less than one H2M Indemnitee itself. million dollars($1,000,000)each accident for bodily injury,death of any 9.4. Cost Opinions.Any opinion of cost that H2M prepares is merely person and property damage. an estimate supplied for the Client's general guidance. H2M has no 9.2.4. Commercial General Liability coverage with policy limits of not control over variations in market conditions, suppliers' or contractors' less than one million dollars ($1,000,000) each occurrence and three bidding strategies, nor the impacts that these and other variables have million dollars($3,000,000)in the aggregate for bodily injury and property on the actual cost of labor and materials. Therefore, H2M cannot damage,and which includes the following features: guarantee the level of accuracy of any such estimates. If greater 9.2.4.a. Explosion,Collapse and Underground coverage,whenever accuracy is required,the Client shall separately engage an independent such would apply to the Contractor Activity; cost estimator. 9.2.4.b. Pollution Liability coverage, whenever such would apply to 9.5. Bid Process. If H2M is to participate in Contractor bid process, the Contractor Activity; Client shall provide H2M with standard bid documents required and 9.2.4.c. Contractual Liability coverage sufficient to insure the advertise for proposals from bidders,open the proposals at the appointed indemnity required by 7.4.below;and time and place and pay costs incident thereto. The Client shall hold all required special meetings,serve all required public and private notices, 9.2.4.d. Additional Insured coverage for H2M,by endorsement using receive and act upon all protests and fulfill all requirements necessary in ISO Form CG 20 32 04 13, specifying each of the entities listed in 3.2. the development of the contracts and pay all costs including application above,as well as all of their directors,officers and employees. and permit fees incident thereto. 9.2.5. Professional Liability coverage,whenever such would apply to 9.6. Construction Observation Services. If the Services include H2M the Contractor Activity, for negligent acts, errors and omissions in the providing construction observation services, H2M shall provide such performance of professional services with policy limits of not less than services over a period defined in, and on a frequency defined in the one million dollars ($1,000,000) per claim and one million dollars proposal. Regardless of the required frequency, H2M shall observe the ($1,000,000) in the aggregate. Contractors' work only for general conformance with the plans and 9.3. Contractor's Indemnity.Client shall require each of its Contractors specifications.Such Services do not include any obligation to review any to agree, via a written contract executed prior to commencing any Contractors' construction means, methods, techniques, sequences or Contractor Activity, to defend and indemnify the Client and the "H2M procedures, or any safety precautions and programs in connection with Indemnitees"(including each of the entities listed in 3.2.above,as well the Project or Site. H2M is not responsible for any Contractors'failure to as all of their directors, officers, employees, consultants and agents) carry out its work in accordance with the construction contracts. If the against all claims, liabilities and costs arising, or alleged to arise, from construction schedule is extended for any reason(except due to H2M's the negligence of the Contractor (including its owners, directors, own negligence) H2M shall be entitled to payment for its extended effort employees,contractors and any others for whom the Contractor is legally as additional services pursuant to 4.1. above, regardless of whether responsible) in its Contractor Activity or any of its other activities Client seeks reimbursement from the responsible party. Accepted and Agreed Client H2M Signature Signature By: Name By: Name Title Title Date Date Page 4464®t 23 f� ..� �'• Ala : •fix . .v .`. -t s- v: '� J S='.� ter. A :�, Yk. ram' '111•_'., '+. y,,_ i 4 wr -: ., w k A eg r y a if r. 1j'y V. . , . ~ � - L 'Arf +lirtT Llitg* - ice` � ,4141 ri . r .,_ ,, ....-4.01 IS, . _-4g- - r . , i r / r r. _r__ ....... _ .: FOUNDED , -. . . .: ,,„, _.._,, i- it..., • Tr, a ...� _ rApii . - ,• . -t '•'$`iY. Mom.:�-- .� ti ate_ Y µ -.Ye7"'-� . v , v t. .i . ,, �i t 4014 0"�° • s. y� ".erg+, '7 _ .. 4. jtor......0. ,.0;:,••.,:, - ....t--..;_4*, ', ... ,voliw.- Pro osal for ._,... ._ ., -, _ .„.,....,. .. , .._ Comprehensive Drainage Evaluation & .,. 4. Storm Sewer Improvement Recommendations CELEBRATING H 2 architects 93 M engineers YEARS H 2 architects + engineers M Table of Contents -* Cover Letter w {'r , m •FOUNDED 1661 ' -* TAB 1 ► Project Understanding &Approach Proposal for - TAB 2 ► Firm Qualifications & Experience Comprehensive Drainage Evaluation &Storm Sewer Improvement Recommendations - TAB 3 ► Staffing Plan &Resumes :Hi 04.18.2023 - TAB 4 ► Fee Proposal Contact Jay T. Pisco, P.E. Senior Vice President, Deputy - TAB 5 ► Insurance Municipal Market Director, Office Director H2M architects + engineers 2700 Westchester Avenue, Suite 415 Purchase, NY 10577 914.358.5623 ext. 2058 id 914.358.5624 jpisco@h2m.com 1 Page 148 of 223 ICELEBRATING architectsrAvenue,engineers 2700 Westcheste Ste 415 YEARS Purchase.NY 10577 I 'el 914,358.5623 April 14, 2023 Mr. Robert Wasp, P.E. Town Engineer Town of Mamaroneck 740 West Boston Post Road Mamaroneck, NY 10543 Re: Proposal for Comprehensive Drainage Evaluation &Storm Sewer Improvement Recommendations Dear Mr. Wasp: The Town of Mamaroneck is seeking an experienced consultant to provide professional engineering and related services to perform a comprehensive evaluation of its storm sewer network and to prepare conceptual design alternatives to reduce the frequency and extent of flooding in known flood-prone areas. H2M architects + engineers (H2M) appreciates the opportunity to be considered for this exciting project. Why should the Town of Mamaroneck select H2M as their consultant? Significant Experience with the Project Scope: H2M has completed similar drainage studies for numerous municipalities in the tri-state area. Recent work includes comprehensive drainage studies of the Pine Brook Watershed in the City of New Rochelle, approximately 3,500 acres in the coastal community of Oceanside, New York, and a 4,600-acre corridor throughout several communities along East Meadow Brook in Nassau County, New York. We have designed stormwater management systems for the City of New Rochelle, Town of Clarkstown, Town of Hempstead and others. We believe our extensive storm water management experience will play an important role in helping the Town of Mamaroneck solve these recurring problems. Strong Leadership:For this project,we propose utilizing James Moran, P.E. as our Project Manager. Mr. Moran is the former Commissioner of Public Works for the City of New Rochelle and has over 30 years of experience designing and managing municipal infrastructure projects. His role as Commissioner involved leading Sanitary Sewer Evaluation Studies for a consortium of four municipalities: New Rochelle, Mamaroneck, Pelham Manor, and Larchmont. Mr. Moran is known to Mamaroneck leadership and has a strong understanding of the Town's needs. He will lead a team of highly skilled engineers experienced in performing watershed analysis, hydraulic and hydrologic modeling, roadway design, and developing cost-effective engineered solutions to address drainage issues. In addition, we will utilize National Water Main Cleaning Co., as a subconsultant to perform the required CCTV inspections of the existing pipe networks. Our team's extensive experience analyzing and designing drainage infrastructure will prove invaluable to the success of this project. Local Presence: H2M is based in Westchester County and is familiar with the local geography. Our Purchase, NY, office is located a short 15-minute drive from the Town Center. This will allow our team to respond quickly to meetings, as well as any other needs the Town may have. We look forward to working with the Town of Mamaroneck on this endeavor. Please feel free to contact me at (914) 358-5623 ext. 2058 or via email at jpisco@h2m.com should you have any questions regarding our submission or require additional information. Thank you for your consideration. Very truly yours, H2M a 'rts + engineers Of q731- 4 • ay T. Pisco, P.E. Senior Vice President, Deputy Municipal Market Director, Office Director H2M Architects, Engineers,Land Surveying and Landscape Architecture, DPC(NY)offers its services in NY only H2M Architects& Engineers, Inc. (NJ) offers its services in NJ, DE,CT, FL, LA,MA, PA,VA only H2M Associates, Inc. (NJ)offers its engineering, land surveying,landscape architecture services in NJ only H2M will provide appropriately licensed staff for this project-see Staffing Plan for details. Page 1 49 o f 223 TAB1 Page 150 of 223 , ► Project Understanding & Approach g w m x x •F004E13 16E5' f - ! IIc , Sri -� ;,--., , - _. -,.4. .4 • lii• ' rf. _ . .+', 'T 4 .� ,►_ ,a A, -1'a ,`y.. e e • -1`r. .r • _• .i •r- f.j, .. T°° TT.• .. l _ 4 0.7 1. J P r, s l . rf nel*t.,_ „ .. d8 ws.. —i - Project Understanding & Approach -i — 7�-= = i Project Understanding Scope of Services The Town of Mamaroneck intends to retain a consultant to The RFP has identified the following major work tasks for this perform a Town-wide evaluation of their existing storm sewer project: network. The evaluation will focus on system deficiencies • Task 1: Mapping Existing Drainage System & Data that limit the flow capacity. In addition, the consultant must Collection identify improvements to reduce the frequency and severity of flooding in known flood-prone areas. The scope of work will • Task 2:Watershed Development&Analysis also include a condition assessment of selected pipe sections • Task 3: Hydraulic Modeling &Review of Findings to identify physical defects and obstructions that would • contribute to reduced flow capacity. Additionally, the Town Task 4: Final Recommendations &Conceptual Design has identified 15 known flooding locations that will require a hydrologic and hydraulic evaluation to identify the need for Our technical approach to complete the work identified in increased pipe capacity and other improvements. each of these phases is described in detail below. Relevant Ex erience Task 1: Mapping of Existing Drainage System p & Data Collection What makes H2M the firm of choice for a project of this Initially, H2M will review the list of known flooding locations importance? The answer is our team's in-depth knowledge and inspect each area to familiarize ourselves with the and experience in developing solutions to complex drainage nature of the drainage problems. After we perform this and flooding problems. Our civil engineers have experience initial assessment and reconnaissance, we will meet with performing watershed analyses, hydraulic and hydrologic representatives from the Town. Although the known flooding modeling,and developing cost-effective engineered solutions locations have been identified, we anticipate that Town staff to address drainage and flooding problems. Our experience may be able to provide institutional knowledge and further analyzing and designing drainage infrastructure will prove information regarding the nature of flooding for many of these to be an asset to the success of this project. H2M has locations, which will be helpful as we evaluate the various also developed and maintains GIS datasets for municipal sub-watersheds and drainage system networks. infrastructure. Examples of selected drainage projects completed by H2M are included in Tab 2 of our proposal. A key to completing a meaningful engineering analysis of the existing drainage systems in this area will be the ability to harness available information for the study area. We understand the Town has record maps documenting 1 Page 151 of 223 2 ► Project Understanding & Approach x x n • � x rountlEP+wi the existing storm drainage networks. We also anticipate We will meet with the Town to review our findings. Any defects that additional record plans may also be available from identified and/or inconsistencies with the existing Town GIS Westchester County regarding the County roads within the mapping will be integrated with the current mapping. study area. ► Task 2: Watershed Development &Analysis As part of Task 1, we have retained the services of National Water Main Cleaning Co. to perform a CCTV inspection of This phase will include a hydrologic analysis of the sub- the Town drainage system. We understand the project scope watersheds for each of the areas identified within the overall includes a CCTV inspection of all drainage pipes within the watershed using information gathered in Task 1. Upon Town. However, we have been advised that the Town is completion of the mapping of the existing drainage systems, aware the cost of this work will likely be prohibitive and is H2M will utilize the topographic data from the Westchester also requesting pricing for a reduced scope based on the County GIS and other sources to determine the general consultants' recommendations to assess the areas of known watershed boundaries for components of each of the flooding. Therefore, we have provided separate pricing for drainage systems. We will also visit each location to confirm the CCTV inspection of all pipes and infrastructure within the locations of catch basins and manholes for concurrence with Town and also for selected areas that are focused on the 15 the existing Town GIS mapping. We will meet with the Town known flooding locations. Defects will be inventoried using before commencing with this work to review our proposed NASSCO Pipeline Assessment Certification Program(PACP) methodology. This information will be supplemented with and Manhole Assessment Certification Program (MACP) other available mapping along with field reconnaissance to standards. refine the watershed and enable us to determine times of concentration and land uses that will allow us to calculate Based on the current GIS mapping provided, the Town runoff quantities. We intend to utilize Bentley SewerGEMS drainage system is comprised of 2,726 pipe segments software and the United States Soil Conservation Service totaling 244,948 linear feet.The daily production for the CCTV (SCS) method to calculate peak runoff rates for various storm inspection work is approximately 700 to 1,000 feet per day for frequencies. each inspection team.This rate can drop to approximately 500 to 800 feet if light cleaning is required. Based on these rates, the CCTV inspection of the entire Town drainage network ► Task 3: Hydraulic Modeling & Review of will take approximately 250 to 500 working days depending Findings upon the obstructions encountered and/or cleaning required. Multiple field crews can reduce the total number of days Following completion of the hydrologic analyses, we will needed for the inspection. However, our professional opinion analyze the existing drainage networks for each of the known is that this level of inspection is not warranted to assess the flooding locations utilizing Bentley SewerGEMS software flow capacity of the pipe networks. Instead, we recommend and the United States SCS method to evaluate the ability that the CCTV inspection be limited to the areas in the vicinity of the existing drainage systems to convey runoff. Drainage of the known flooding locations and that inspections be systems will be evaluated for the 10-, 25, and 100-year performed only after the completion of the hydrological and storm recurrence intervals for a 24-hour storm. Future land hydraulic analysis of the pipe networks. Areas that possess development will be included in the modeling based on input adequate pipe capacity based on the hydraulic analysis of the from the Town. pipe systems but still exhibit flooding would be inspected via CCTV.We have included an allowance for this work based on As we evaluate each of the drainage systems, it may not be the need to inspect 2,000 linear feet of pipes at each of the 15 practical to investthe time modeling smaller diameter upstream known flooding locations (30,000 linear feet total). pipes that are ultimately tributary to larger diameter trunk lines. Often these upstream systems convey smaller tributary areas We anticipate that there may also be areas where additional and are more adversely affected by downstream tailwater probing and investigating of the existing drainage systems conditions. As such, detailed modeling of downstream will be required.This work may be due to unknown conditions systems may provide a general understanding of upstream or lack of information available from available record plans. system surcharge potential. We will develop guidelines for As our team conducts their field work, they may encounter how to account for these upstream systems/tributary areas. conditions where structures and pipe inverts are submerged Since the constraining factor in many of the sub-watersheds or not accessible due to debris obstructions or where a is available hydraulic gradient, we believe there will be ways casting/cover cannot be removed. We have assumed the to estimate times of concentration for smaller upstream areas Town can assist us with access to elements of the drainage without the need for rigorous modeling. systems that are critical to the drainage evaluation.We have also assumed that the Town can provide traffic maintenance for instances where access to drainage structures is needed on busy streets. 2 Page 152 of 223 12 ► Project Understanding & Approach m x n � x Our findings will be summarized in a draft report. The report Project Schedule will classify the deficiencies at each flooding location including the following categories: Our understanding of the project schedule is as follows: • Lack of infrastructure • Insufficient infrastructure capacity or limiting defective Task Description Completion conditions Authorization May 15, 2023 • Private property issues (assumed) • Issues beyond Town limits 1 Mapping of Existing Drainage July 31, 2023 • Other System &Data Collection* 2 Watershed Development& September 30, We will revise the models for each of the flooding locations Analysis 2023 to investigate proposed solutions and compare the results 3 Hydraulic Modeling & Review January 15, 2024 with the "no-build condition". Adverse downstream impacts of Findings will be considered for improvements at each location. Alternative solutions will also be considered for each location 4 Final Recommendations& March 15, 2024 where applicable. If there are no feasible solutions for a Conceptual Design particular location, we will include a rationale for arriving at that conclusion. We have included effort for two in-person meetings for resident engagement and review with the Town *- Schedule assumes that the CCTV inspection includes Board. only the 2,000 linear feet at each of the 15 known flooding locations. If the Town elects to proceed with the inspection ► Task 4: Final Recommendations & of all 245,000 feet of pipe, the schedule for Task 1 will be approximately nine to 12 months and the remainder of the Conceptual Design schedule will be extended accordingly. H2M will prepare a final technical report based on input from the Town and residents under Task 3. This document Assumptions & Exclusions will incorporate map inventories, stormwater analyses, major findings, recommendations, priorities, cost opinions, • The Town can provide a local staging area for CCTV and conceptual schematic designs for the recommended equipment improvements. This report will be submitted to the Town for • Water supply will be available from local hydrants and review and revised based on comments received. We will the Town can secure necessary permits for water supply meet with the Town to review our findings. Inconsistencies with the existing Town GIS mapping will be integrated into the • BYpass pumping will not be required to perform any pipe mapping and GIS dataset and provided to the Town. inspection • The Town can provide for the disposal of any debris removed during CCTV inspections • CCTV inspection is not subject to prevailing wages 3 Page 153 of 223 TAB2 Page 154 of 223 H 2 we Here at H2M value people. M r E H2M was organized in 1933 and founded on OPERATING PHILOSOPHY the principles of professional excellence, hard work, and integrity. Our People We commit to developing our people and rewarding hard work with growth opportunities in an inclusive professional environment. M Practical Approach. Creative Results. I Our Clients S S We commit to being trusted advisors for our H2M is a multi-disciplined professional consulting, and design firm, I clients and delivering problem solving value and proud of our long history of client service and consistent ability to O quality on every project. meet tough architectural, engineering, and environmental challenges N head-on. Since 1933, H2M has helped plan, design, and build many Our Communities of our local communities:from water treatment facilities to firehouses, We commit to creating thriving and healthy schools to road reconstruction, and Environmental Site Assessments communities by giving of ourselves and developing (ESAs) to groundwater remediation. Since our early roots, our focus sustainable solutions that benefit everyone. has remained steadfast:to provide quality service with sound judgment and serve our clients as an honest and professional resource. We offer a practical approach with creative results. V I We exist to improve the quality of life for S everyone in our reach by empowering Our Staff I our diverse talent to sustainably solve the O challenges of the built environment. N H2M prides itself on the breadth of its comprehensive in-house service capabilities. With a diverse staff of more than 500 engineers, architects, scientists, surveyors, planners, landscape architects, and We Stand as One H2M technical support specialists,we offer our clients the benefit of a full Inclusive.Supportive.Collaborative. "under one roof"consulting network. No matter where you are. We Challenge One Another We show up curious and push boundaries. A 65 0 103 02 Registered Professional Registered We Do the Right Thing Architects Engineers Landscape V Our character is built on doing what Architects A is right and ethical. L U ,,) 07 s 0412 02 E We Work Safely �' We care for the lives of our people Professional Professional Professional S and their families. Geologists Planners Land Surveyors Q We Own it 3 8 10 0 6 We hold ourselves accountable for team LEED LEED success and personal achievement. 4.Dn: � GREASSOCIEN ilk LEED LEED Licensed Site Accredited Green Remediation We Embrace Diversity Professionals Associates Professionals We acknowledge and honor the fundamental value and dignity of all individuals. 1 Page 155 of 223 • Heat recovery systems • Chillers and cooling towers • Laboratory ventilation systems H 2 • Site/systems evaluations H 2 M Services , • Feasibility/implementation studies M • � - • Energy conservation • Cost/benefit analysis • Commissioning/testing Planning Architecture • Environmental Impact Statements(EISs) • Comprehensive Master Planning • Wetland delineation • Parks,Open Space and Recreation Planning • Architectural design • Environmental Site Assessments(ESAs) • Environmental and Natural Resource • Comprehensive grant programs • Environmental compliance audits Planning • LEED design processes • Environmental permitting • SEQRA and EIS Documentation and Process • Interior design • Site investigations Support • Removal of barriers to the handicapped • Brownfield assessments • Community Visioning • Master plans and revisions • Remedial investigations/feasibility studies • Zoning Ordinances and Analysis • Needs assessments • Risk assessments • Redevelopment Studies and Plans • Planning studies • Above and underground tank management • Geographic Information Systems(GIS) • Building conditions surveys • Soil and groundwater remediation • Urban Design • Restoration of historic structures • Soil vapor intrusion studies • Design Guidelines • Restaurant and kitchen design • Regulatory compliance programs • Renderings • Zoning ordinance review • Industrial hygiene • Feasibility Studies and Conceptual Plans • Educational facilities design • Indoor air quality • Downtown Revitalization • Assisted living facilities design • CM/LBP/mold inspections and abatement • Expert Private Testimony • Computer modeling • Municipal Board Representation Civil/Site&Structural Engineering • Asbestos investigation and removal Geographic Information Systems(GIS) Wastewater Engineering • Roadway reconstruction and resurfacingY • Site plan design Land Surve In • Characterization/quantification of waste • Street lighting y g • • Treatment facility evaluation • Flood control and drainage • Boundary and title surveys • Scavenger waste facility design • Irrigation systems • Topographical surveys • Outfalls and leaching systems design • Sidewalks and curbs • Horizontal and vertical control surveys • Chemical feed systems design • Storm drainage systems • Hydrographic surveys • Monitoring and control systems • Water mains • Route surveys • Nutrient removal treatment systems design • Local roadway study and design • Subdivision planning • Facility planning studies • Subdivision design • Sanitary and drainage study maps • Wastewater treatment studies • Streetscape design and improvements • Legal descriptions • Wastewater treatment plant design • Parks,playgrounds,athletic fields • Construction layout services • Wastewater reuse design • Parking fields • As-built surveys • Standby power systems • Highway planning studies • Architectural surveys • Sludge thickening,dewatering • Intersection design and improvements • Structural surveys • Sludge treatment,disposal • Visual impact analyses • Under-construction inspection surveys • Odor control • Resident engineering inspections • Easement survey and description • UV and chemical disinfection systems • Geographic Information Systems(GIS) • Sewer system extension planning • Green infrastructure design Landscape Architecture • User cost analysis • Structural conditions assessments • Sanitary sewer design • Structural building design • Tree inventory and assessment • Sewer rehabilitation studies and design •• Structural renovations/alterations Tree mitigation • Infiltration/Inflow evaluation • Cause and origin investigations • Landscape design and restoration • Pump station evaluations and design •• Retaining walls,bulkhead,and culvert design Conceptual site design • Odor control • Storm hardening/resiliency • Landscape planning • Security systems • Expert testimony • Illustrative renderings • Geographic Information Systems(GIS) • Landscape architectural detailing • Discharge monitoring reports Construction Phase Services • Streetscape and urban design • Plant performance monitoring • Parks and playgrounds design • Preparation of O&M manuals • Inspection • Campus landscape design • Facility start-up and operations • Shop drawing review • Private estate and residential design • Groundwater/effluent monitoring programs • Scheduling • Planting design • Operator training • Construction administration • Wetlands mitigation • Industrial pretreatment programs • Site safety plans • Green infrastructure • Prepare/revise sewer use ordinance • Grant administration • MWBE/SDVOB compliance MEP Services Water Engineering • Startup • Commissioning • Electrical systems design • Supply well design • Drone progress photos • Feasibility and implementation studies • Plant rehabilitation design • O&M manuals • Power supply • Water treatment systems • Utility coordination • Exterior and interior building services • Water filtration systems design • Response to RFIs • Closed-circuit television security systems • VOC removal treatment systems design • Job progress meetings • Emergency power generation • Distribution system analysis and design • Prepare punch list • Site/systems and load evaluations • Distribution hydraulic modeling • Project closeout • Energy studies • Automated mapping/facilities mapping • Record drawings • Site lighting design • Storage tank rehabilitation/repainting • Fire and security systems • Storage tank design Environmental Services • SCADAsystems • Tank and coatings inspection • Utility company rebates and incentives • Instrumentation and computer control designs • Air and water pollution control • HVAC systems design • Comprehensive groundwater modeling • Hazardous waste management • Heat and cooling load analysis • Geographic Information Systems(GIS) • Hazardous materials storage design • Steam systems • Aquatics and park design • Waste minimization • Hydronics • Public swimming pool design • O&M programs • Training programs • Asset management 2 Page 156 of 223 „, 1 , , 7 H 2 M . - H2M Offices miles 'zc r 4 1 4E[ v ti Distance from our Purchase, NY,office to the H2M Office Locations I New York Offices Town of Mamaroneck VA 1104114 IW TROY fiV ,_ sootig, Nc -WM 11011104/ NI 4 SUFFERN 44 VPURCHASE RIVERHEAD NEWYORKCITY MELVILLE• 9 oll p 538 Broad Hollow Road,4th Floor East 0 2700 Westchester Avenue, Suite 415 Q 1250 Route 23 North Melville, NY 11747 7 Purchase, NY 10577 T Butler, NJ 07405 230 West 38th Street, 14th Floor Q 433 River Street, Suite 8002 e 360 Bloomfield Avenue,Suite 301 New York, NY 10018 Troy, NY 12180 T Windsor,CT 06095 737 Roanoke Avenue e 119 Cherry Hill Road, Suite 110 880 SW 145th Avenue,Suite 106 Riverhead, NY 11701 T Parsippany, NJ 07054 Pembroke Pines, FL 33027 2 Executive Boulevard,Suite 401 Q 4810 Belmar Boulevard e 301 Grant Street,Suite 270, Suffern, NY 10901 T Wall Township, NJ 07753 T Pittsburgh, PA 15219 "H2M”refers to H2M Architects, Engineers,Land Surveying and Landscape Architecture,D.P.C.and/or its subsidiary H2M Associates, Inc.,and/or its affiliate H2M Architects&Engineers, Inc., as appropriate to the context. Each company's professional resources are available to the others to the maximum extent permitted by applicable state laws. H2M will not practice,and should not be interpreted to be offering to practice,any professional service for which it and its cognizant employees are not properly licensed. H2M Architects,Engineers,Land Surveying and Landscape Architecture,DPC(dba:H2M architects+engineers)is a NYS Design Professional Corporation. It maintains New York Certificates of Authorization to provide professional architecture,engineering,land surveying,and landscape architecture services. H2M Associates,Inc.is a New Jersey business corporation.It is a wholly owned subsidiary of the parent company.It maintains New Jersey Certificates of Authorization to provide professional engineering,land surveying,and landscape architecture services. H2M Architects&Engineers, Inc. is a New Jersey business corporation. It is an affiliate of the parent company,being under the ownership and control of a group of appropriately licensed officers of the parent company.It maintains New Jersey Certificates of Authorization to provide architecture and professional engineering services. It is also appropriately structured to maintain certificates of authority to provide architecture and professional engineering services in Connecticut, Delaware, Florida, Louisiana,Massachusetts,Pennsylvania,and Virginia. 3 Page 157 of 223 H 2 ' � M Core of Excellence 4110411‘.:: The Core of Excellence is an H2M exclusive initiative that sets us apart from the competition with a focus on excellence and quality as a core element of our services. It's a firm-wide commitment to deliver excellence through innovative and best-in-class service to our clients, colleagues, and ourselves. H2M's Core of Excellence is comprised of five key components: ` — QA/QC QA/QC (Q'J SCHEDULING III SPECIFICATIONS i We demonstrate our commitment to ensuring We recognize the importance of timely Our focus and commitment to excellence quality at the corporate level through project delivery and take great pride in our and quality is further reflected in our our appointment of a full-time Director of ability to quickly mobilize,assign staff,and Master CSI-based Specifications Library.A Corporate QA/QC to lead the development, complete projects on time.H2M developed dedicated,full-time Specifications Manager implementation, and oversight of H2M's a custom scheduling interface allowing for oversees the continual development, Quality Management System (QMS). consistent data inputs from the entire firm on standardization, and maintenance of our This commitment is further reinforced a bi-weekly basis.This is transitioning to a Master Specifications. H2M utilizes a by established quality assurance team centralized scheduling database that allows cloud-based specification software platform members who, independent of the project real-time total team scheduling updates and that allows all users direct access to our design team,assure that H2M's components awareness,allowing H2M to actively adapt Master Specifications Library to develop of quality are incorporated. H2M's QMS is our resources to meet the needs of even project-specific spec books. This process comprised of a combination of processes, the most demanding project schedules.We ensures that our project specifications tools and resources available to all H2M staff. can share detailed, easy to read graphic include the latest updates in product data These include Quality Control Checklists, schedules with our clients, allowing them and reference standards. established QA/QC communication to always have their finger on the pulse of channels,and templates all made accessible their project's timeline. thorough H2M's comprehensive Project Management Framework. 0 BIM/CAD ♦ri SAFETY __ CLIENT BENEFITS Building Information Modeling (BIM) has Safety is essential at H2M. We employ * Well-coordinated construction revolutionized the A/E/C industry. By using a dedicated corporate health and safety documents that reduce project intelligent 3-D digital models to generate our manager within the Core of Excellence. change orders and minimize cost designs,H2M can achieve a higher level of H2M has established mandatory safety overruns quality, consistency, and efficiency in our training and is actively implementing the production process,minimizing the potential Plan-Do-Check-Act methodology. By * Consistent quality and proven for change orders during construction. incorporating safety into our overall quality performance We employ a full-time, dedicated, and management systems,we ensure that all of independent team comprised of design our staff can get home safely each day and * Optimized resource allocation to professionals and BIM-CAD specialists that we proactively respond to our clients' meet project demands whose primary responsibilities are to health and safety requirements. create, deploy, and maintain company- * Increased compliance with the wide standards,templates,procedures,and workflows. Our adoption of BIM has been latest industry and regulatory the single most important change in how we standards design and manage our projects. * Enhanced project visualization via 3D modeling * Improved collaboration among all project stakeholders 4 Page 158 of 223 H 2 H2M's Subconsultant . M Our Subconsultant Though H2M is a full-service firm capable of performing a wide variety of services in house,to expand our depth of resources we have teamed with National Water Main Cleaning Co.,who will support this project by providing CCTV inspections.We have worked with National Water Main Cleaning Co. on numerous projects and can attest to their skill and commitment to quality. National Water Main Cleaning Co. is well-versed working in the Town from their previous work under the Sanitary Sewer Evaluation Study. As is the case for all our projects with blended teams, a senior member of H2M will closely supervise and review the work of our subconsultant before final submission. Highlights of our subconsultant's qualifications are provided below. National Water Main Cleaning Co.,a Carylon company, specializes in the inspection and planned maintenance of sewer pipes and water mains, giving their clients the knowledge and data they need to prevent backups and breaks. They have a long track record of '1111411 •-•••••••'111111111 success providing the expertise, equipment, technology and training to quickly, safely and reliably take on any infrastructure challenge. National Water Main Cleaning Co. is uniquely positioned to work side-by-side with municipalities, utilities, and industrial companies to deliver proven, scalable solutions. Services include: Sewer Services National Water Main • Digital TV Inspection Cleaning Co. • Manhole Rehabilitation 1806 Newark Turnpike • Sewer Cleaning Kearny, NJ 07032 • Chemical Grouting • Mini-Cam TV Inspection • Lateral Service Line Inspection &Sealing • No-Dig CIPP Repairs • Root Removal • Sewer System Studies Industrial Services • Tank Cleaning • Wet/Dry Vacuum Cleaning Water Services • Pipeline Diagnostics &Assessment • Pipeline Cleaning • Pipeline Rehabilitation 5 Page 159 of 223 Watershed Drainage Analysis91City of New Rochelle Drainage Evaluation Hydrologic Analyses New Rochelle and Mamaroneck, NY SERVICES Concept Plan Report Hydraulic Analyses PROVIDED Topographic Surveys Drainage Design Construction Cost: N/A The City of New Rochelle selected H2M to study the f „' " Pinebrook watershed to investigate known flooding and ®.^:.';,. _ .. I� li ,��� ' ' icing problems and develop solutions to address the , . r 1 L. flooding. H2M is working closely with the City's Program - Manager, Brooker Engineering, to meet the intended goals of the project. The Pinebrook watershed is located in the eastern portion of - the City. Portions of this watershed extend outside of City limits f; — -=: into the adjacent Town of Mamaroneck. A total of 36 known - ti flooding issues have been identified throughout this watershed. In addition, one critical facility is located within this watershed. We began by reviewing the list of known flooding locations and inspecting each area to familiarize ourselves with the nature of every drainage problem. H2M met with representatives from ; _ the City and Brooker to review the known flooding locations and - critical facilities throughout the watershed.Topographic surveying was required where limited information was available for certain locations. H2M then developed a "Concept Plan Report" that t.—: .. s.:t g aiiit , summarized the potential cause of flooding, proposed analysis ,' `+ � scope and additional data/survey required, and proposed � °� ' hydrologic and hydraulic methodology intended to evaluate - ` ' potential solutions. 40` ` _: sr� iaty We also completed hydraulic and hydrologic analyses of the study xi F area. Our analyses included 2-, 10-,25-and 100-year recurrence f interval storms. H2M reviewed the FEMA hydrology for FEMA- __, studied streams We utilized Bentley SewerGEMS software andtut..--....„ , the United States Soil Conservation Service (SCS) Method towirr _ ■ + -_ �'_ - calculate peak runoff rates for various storm frequencies and -' `_``` 3 _ HEC-RAS for stream modeling. - -• H2M is currently designing alternative drainage solutions for the IOW ,, ' -- _ 36 locations. For each alternative drainage solution,we prepared concept plans, cost opinions, and a cost-benefit analysis using the FEMABCAToolkitSoftware.Afinal report will also be provided containing map inventories, stormwater analyses, major findings, recommendations, priorities and cost opinions. The report will also include a watershed summary that summarizes the results of the study. Due to the anticipated large scale of the proposed improvements, the report will also identify the areas where the most and least favorable cost-benefit ratios have been identified so that improvements can be prioritized. 6 Page 160 of 223 Coastal Stormwater Drainage Study L 1 Town of Hempstead Hempstead,NY SERVICES PROVIDED Civil Engineering Stormwater Modeling Construction Cost: $300 million g - m a� 'E E 5 „ S - — o-9 1E 'IF 'a .mk__4__EN__.1'1—.1r: ,,, 15.,-_,4, 5''',)ti, '4\ 6 rgi'*1 . E 4 $ ,4 ° '' '\ , ff, o ao 1 � 01 1). :7k c,N, . oc g 'k..„,,c 4 1---- \'`.ri,--\-4 Ttr-c_ .44----4.;'.11,,,,-4" \ During several coastal storms, including Hurricane Irene, Tropical Storm Lee and Superstorm Sandy, many communities along the south shore of Long Island were subject to severe flooding due to high tides and heavy rain. Existing drainage infrastructure was completely overwhelmed, which resulted in the inundation of roadways, homes, schools, municipal buildings and businesses. The development of a comprehensive analysis for the Oceanside 7 ' ' r .o . hamlet was identified as a project as part of the NY Rising l " ' - ." 'm,, . $ Community Reconstruction (NYRCR) Program within the ~ r � � Governor's Office of Storm Recovery (GOSR). These plans -t. 7 -v* _ 4 •� ,;,-' sue "', �# outlined numerous projects to help rebuild more resilient . . ..•• ' " ' --! 1 communities in response to the severe storm damage. (� . .,,, ; `ri J �' .. H2M staff performed hydrologic and hydraulic evaluations for „y ,7 �• , F v the drainage systems within the 3,000 acre study area to assess �,,* 4" the abilities of these systems to convey runoff from the tributary s ' A ." ? \: • watersheds. Computer modeling was utilized to calculate �. f, t `%/ -tf 'rrff;' b` `':, peak runoff rates for various storm frequencies. Based on the # ', w "v, r. results of the computer modeling, we were able to recommend I , ' - , m" . sv= improvements to existing infrastructure to alleviate flooding ,'• t " . 1 • „"- during storm events, including increasing pipe capacity, installing . �: :` w `� , pump stations, raising road elevations and developing green ; "P "$ - E , h"° r `' G y�y infrastructure techniques to improve water quality. ti „y. „e.Po i� aWZm s P w / y' , 7 Page 161 of 223 I Drainage Improvements ,, ,,, City of New Rochelle Department of Public Works New Rochelle,NY SERVICES Civil Engineering Surveying PROVIDED Construction Cost: $2.35 million ; 1 a l _ ' ----- b -,. , - -~'tit , . _ . L.lit la , • 1 1 ,! '51 . b �, a �t i i,f 144 :y — - ---' vac, ,v, 1 41111411"- —',!.!..,, AM' ,.. i 1 a� - _ �. ` ter• - _ IRV li.ii ...,. Vi ' Allikill II 711 K. AWARDS The City of New Rochelle selected H2M to design improvements to existing drainage systems that serve a 2,000-acre watershed. The existing drainage system encompassed more than 5,900 Record plans were contradictory, so H2M staff conducted an linear feet of storm drain pipe that ranged in size from 12 to 66 accurate inventory and field survey of the existing drainage inches in diameter,including a 55"x 38"box culvert.Improvements systems. This included a physical inspection of each accessible were required to address significant flooding events within catch basin,manhole and junction box in order to verify pipe sizes, residential communities that occurred in 2007.A series of storms pipe routing, and inverts. To supplement the visual inspection, resulted in many homes and streets being flooded due to a video inspections and tracing dye were utilized to confirm pipe drainage system that lacked the capacity to convey the intense routing in areas where record information was unreliable or could rainfall. Portions of the existing drainage system were more than not be field verified. Once an accurate plan was developed for 100 years old and the system had been modified and extended the existing system, appropriate improvements were designed numerous times since its original construction. As a result of based on a recent drainage study conducted by the City. Design this "piecemeal" construction, numerous types of unorthodox improvements included combining parallel drainage lines, construction methodologies were utilized to connect the various increasing pipe capacities and improvements to various drainage sections of the drainage system. structures to improve hydraulics of the piping system. H2M prepared plans and specifications, and provided construction administration and inspection services for the project. 8 Page 162 of 223 MS4 Mapping91 Cornell Cooperative Extension Rockland County, NY Mobile Application Mapping of Stormwater Assets SERVICES Development Data Hosting Web Service PROVIDED Training for ArcGIS Construction Cost: N/A Application 4 1 j ,�. . - - .. r In t • • .f c n!` •4 .- f „.-% ---: --4.;''''.- --... .tVi. L low .,---. .---4, -,' • ..., . - -; . 111; -----; *giltri-N. -4."" . -IIIIS," 1441-14:0•4pernilOsiorrija°-40V4”:i".4W-44: •2""dip- -,* --..;; '-'..,. __ • ___. _ ,46., i .iiptilaisi,„ ' v Ant...___ -'i , 1,....,, ,, ,,_.\ . lkirier .o.,-4 ,14.-tv,,,'....L. . --gi ,.. ,,,,..; , 40 s, �" - \^ 0 1111 II n,�FflC H2M was selected to implement and manage the creation of a GIS database for mapping the stormwater assets for the Stormwater Consortium of Rockland County, which is comprised of 23 municipalities in the County. H2M was selected to implement and manage the creation in gathering the outfall data to satisfy the requirements of the of a GIS database for mapping the stormwater assets for SPDES MS4 program. It is estimated that there are over 2,500 the Stormwater Consortium of Rockland County, which is stormwater outfalls in the towns and villages of Rockland County. comprised of 23 municipalities in the County. The project was completed under a Water Quality Improvement Project (WQIP) Combining the original data collected from existing stormwater grant ($410,000) funded by the New York State Department of system maps, additional field work to identify stormwater outfall Environmental Conservation (NYSDEC) and administered by the locations, and converting the various formats to GIS, the project Cornell Cooperative Extension-Rockland branch. The mapping resulted in a comprehensive mapping of the municipal separate program was conducted to meet the SPDES Compliance storm sewer systems (MS4), County-wide. The firm also trained Schedule between NYSDEC and the Stormwater Consortium of municipal users in the use of the tablet-based GIS app for outfall Rockland County. inspection and data collection. The 23 consortium member communities now have a GIS technology-based solution that will H2M,through ESRI's ArcGIS Online,hosted a data website which streamline the required outfall inspection process and improve provided access to a centralized web mapping system.A mobile data consistency, storage, and access. application was also developed to assist the 23 towns/villages 9 Page 163 of 223 Coastal Stormwater Drainage Study1.1 Dormitory Authority of the State of New York Freeport and Merrick,NY SERVICES Civil Engineering PROVIDED Construction Cost: $300 million(estimated) During several coastal storms, including Hurricane Irene,Tropical Storm Lee and Superstorm Sandy, many © 4 {' communities along the south shore of Long Island were =40 subject to severe flooding due to high tides and heavy .. ti rain. Existing drainage infrastructure was completely - 7. overwhelmed,which resulted in the inundation of roadways, - 1 m homes, schools, municipal buildings and businesses. ' The development of comprehensive analyses for many communities throughout Long Island were identified as a project .. �� ;' as part of the NY Rising Community Reconstruction (NYRCR) Program within the Governor's Office of Storm Recovery(GOSR). 1 This plan outlined numerous projects to help rebuild more resilient ' ' �° h,.,..• communities in response to the severe storm damage. ; k �„„,„, .f<. L We were selected to develop the study for the Meadowbrook ` � Corridor which includesportions of the Village of Freeport and •• 9 p Merrick Hamlet. Our effort included a desktop analysis of a 7.2 square mile watershed. Available record information for existing � , ~µ '. stormwater infrastructure within the Meadowbrook Corridor watershed is limited. A better understanding of how surface and • subsurface water moves through this watershed was required s to provide insight into the most effective potential stormwater i management solutions along the corridor. The overall study for • ' this project included a comprehensive analysis of the existing drainage systems, as well as the evaluation of the following five pilot projects utilizing green infrastructure methods to help mitigate flood risk and improve water quality: • Retrofitting stormwater outfalls with shallow pools and riffles i ; h- `•- to remove pollutants • Creek restoration of East Meadow Brook ' ,§ rt • Modifications to the weirs for both Freeport Reservoir and "` Merrick Reservoir 4 • Constructing a floating wetland in East Meadow pond 11 r • Reestablishing and daylighting the buried portion of -- ,ffs-- ��� Freeport Creek _ r 10 Page 164 of 223 Drainage ImprovementsITown of Clarkstown New City,NY SERVICES Topographic Survey Inspection PROVIDED Civil Engineering Construction Cost: $260,000 4101)-" ! j _I 11.---_ i , 1._ - -4�., `. Iry .1- ~- y �. - A - .. _ . ? M4 +-'.AS l Residents of Denver Drive were facing a significant flooding problem as a result of inefficient geometry of a pipe culvert and catch basin. The Town selected H2M to resolve the flooding. The existing culvert included 90 degree bends and an integral catch basin, which affected the hydraulic capacity of the culvert. H2M developed a computer model to determine the peak flows ---.- -- from the tributary watershed to address this situation. For addition to removing the 90 degree bends, our evaluation identified the need to increase the existing pipe capacity. Changing the geometry of the culvert required obtaining easements from ��- several home owners. - $ Y, . ,4 :..y '-0 H2M developed easement maps to assist the Town with obtaining �•.-i' - + "" ,� - these easements to construct temporary, as well as the new outlet. .4. •t ' g �`' �`' "'t"w 'r •,, y-� - { TSB.��.. I: - -3, • The final solution to resolve the flooding was to install a 71 inch 1 - _i_ _ - C- -'+ +l- by 47 inch corrugated metal pipe arch that would be large enough _ .- to convey the water from the stream under Denver Drive. •. ++ •. " " ^'� ems. ' - - 11 Page 165 of 223 DrainageStudy91 Town of Clarkstown New City,NY SERVICES Stormwater Evaluation Drainage Design PROVIDED Construction Cost: $750,000(estimated) ti e • , � `�� '. -..i ,�._ tiNillip, r _ .,1 F"'A ra - m. ir ,fib• -. rig.- ,�, H2M was retained by the Town of Clarkstown in conjunction with a downtown redevelopmentlrevitalization program for a section of West Nyack Road. As part of this assignment, H2M's civil engineers evaluated a r _L - , 200 acre watershed including five separate culvert crossings. - " Ru ' �'� ,__ v, 4 ",;; The evaluation needed to be performed prior to commencing ' s -� '' the physical modifications to West Nyack Road, so that potential ` 1 k' c4' +`_` drainage and flooding issues related to these culverts could be '-'� V �=" addressed in conjunction with the overall roadway reconstruction/ ;,;: ' -e'": `� streetscapeprojectthat was integral to the downtown revitalization. i�'* r '*°" yam- The project was funded through the New York State Environmental ' $ � '- ,r Re 9 , _ se4�� -- . Facilities Corporation (NYSEFC) and needed to grant design - - approval. This resented some challenges throu houtthe approval a process as the Town's goals did not always align with NYSEFC ip - standards. Ultimately H2M was able to provide a design that met .: ,-- the Town's needs while meeting the requirements of NYSEFC. The scope of services for this study included obtaining ,---7.- •-- ‘,- i.r F topographic information of the culverts and surrounding areas for the purpose of evaluating the drainage capacities of the existing culverts. Utilizing SCS methods, H2M engineers evaluated the ",01,:: - - upstream watershed and determined flow rates to each of the -, -�s. -_3 - 1.4- = -;-----vt. culverts for various recurrence interval storm events. Based on our hydraulic analyses, various culvert improvements were proposed. Improvements included upgrading the culvert sizes, reconfiguring entrance and exit conditions, erosion control best management practices, and construction of two new stormwater detentions basins. 12 Page 166 of 223 DrainageandSanita StudrY Y91 New York City Department of Design and Construction SERVICES Topographic Surveying Civil Engineering Brooklyn,NY PROVIDED Stormwater Modeling Construction Cost: $8 million The New York City Department of Design and Construction — (NYCDDC) commissioned H2M to investigate the causes of frequent flooding and sewage backups within two of the f communities surrounding Stanton Court and Lake Avenue a. i in Sheepshead Bay. .',' pill . When the Coney Island Sewage Treatment Plant was constructed in 1971, many of the roads were elevated in the Sheepshead Bay i section of Brooklyn.However,many of the existing homes remained at their original elevations, which left them approximately four feet below the street. Combined with an aging and deteriorated private ,. _ V. sewer system,this caused widespread flooding and backups from the combined sewers during even minor rain events. -- - iliiii Many of the developments in Sheepshead Bay are organized around an interior mews and were served by private utilities that connected to the public infrastructure on the adjacent elevated roadways. The homes were built in the 1920s over a former im wetland area and were initially utilized as summer cottages. Most !l'7 '"^0" of the homes have since been winterized and expanded. Many p II of the residences suffered significant damage in 2012 due to flooding and tidal surges experienced during Superstorm Sandy. y Many of the property owners were participating in the New York City Build it Back Program, which included storm hardening and elevating the homes, and both developments had been the subject of a separate study by H2M to determine how to address However, this option would require all the homeowners within each the housing related issues. However, the flooding and sewage development to elevate their homes either through the Build It Back backups were a larger issue. Program,or privately.Since NYCDDC could not obtain 100%program Avariety of improvements were considered to address both storm water participation from the property owners,an alternative was necessary. flooding and sewage backups.Options that were evaluated included: Ultimately, H2M recommended a solution that did not require all • Placement of sufficient fill in the mews area to raise the homes to be elevated. Our recommendations included: ground elevation to be above the surrounding roadways • Abandonment of existing deteriorated privately owned sewers and elevating all homes • Construction of new sanitary connections for homes with • Replacement of the internal sewer network direct frontage on public streets • Construction of on-site storm water detention systems for • Construction of new sanitary sewer lines for mews areas,with roof and ground surface areas connections to sanitary sewers on adjacent public streets H2M had initially identified raising the ground elevation throughout • Construction of separate storm sewer systems utilizing both developments by approximately four feet,to match the grades detention storage for both roof and ground surface areas,with of the adjacent public streets.This would allow the interior portions overflow connections to existing NYCDEP combined sewers of the developments to drain overland, as in most conventional These improvements ultimately resolved the flooding and sewer residential developments. backups in both communities. 13 Page 167 of 223 FloodingRemediation United States Postal Service Wading River,NY SERVICES Topographic Survey Civil Engineering Construction Cost: $310,000 PROVIDED 1.1.111.1.1111110.1"-- 1 \\ 1p \ \ \ li • 1. — ,. r. ;�r.• fir— el - rid f d`� I - Yip H2M investigated and developed construction documents to alleviate severe flooding issues at the Wading River Post Office. The Wading River Post Office experienced severe flooding in -�:• the loading dock and mail carrier platform. The nature of the . ` ' 4—t". y_ flooding typically required relocating vehicles and operations to .".. adjacent post offices even during moderate rain events. H2M was assigned to investigate the cause of flooding and develop -- ` construction documents to alleviate the problem. We identified Thri 1 , I the source of flooding, which included runoff from adjacent _ ---_r properties and Wading River Manor Road. Additionally, the site l.' _ possessed limited drainage infrastructure to contain runoff from i even the Postal Service property. '" t Si' H2M developed a plan that prevented stormwater runoff t +s generated on adjacent properties and roadway from enteringthe Postal Service site. The plan also incorporated additional - '`�•`' drainage improvements in the loading dock and mail carrier platform to conatin site runoff. The result was dramatic and enabled the facility to maintain normal operations following heavy rain events. 14 Page 168 of 223 Flooding Remediation91Town of Clarkstown New City,NY SERVICES Civil Engineering Topographic Survey PROVIDED Inspection Construction Cost: $410,000 '° fir 1 f.:.. f -' ' 3 • x. , ar ,,. 41.. - •. 04 {7l 1 IS: — ',,..90:*,,-'' '44,1.;: ito-9) ?-'7,...li- • .-. , , - . — — The Town of Clarkstown was experiencing major, damaging flooding along a critical town roadway that caused several closures of the town municipal pool center and significant economic loss from flood recovery. H2M was selected by the Town to investigate the cause and and ensured all stakeholder matters were addressed in a timely recommend solutions. Drawing on decades of experience in manner,allowing fora successful project implementation that was stormwater and sewer design, along with our team of hydraulic on schedule and on budget.We also developed and implemented engineers, we developed a hydraulic model of the existing a Maintenance and Protection of Traffic Plan(MTP)for necessary 600 acre watershed tributary to an existing drainage culvert, construction detours. which was identified early on as a likely factor in the flooding. Recognizing that community development had increased the impervious nature of the watershed from its 1950's origin, appropriate runoff coefficients and IDF curves were used in the °` z I$ r. model and established the existing 18 inch diameter corrugated t pipe drain feeding the culvert was severely undersized. Working with Town leadership we assisted in stakeholder i ;, outreach with private property owners and private utility - S. • companies including United Water, Orange and Rockland Gas, • and Orange and Rockland Electric to develop a project plan ! - for solving the problem. We developed contract documents for .;• the replacement of the existing culvert with an 8 foot by 4 foot ,,, ), concrete box culvert that crossed under Lake Nanuet Drive and , , private property.The design also required the relocation of various + ' i other utilities, including the redesign of a sanitary siphon to allow - • _ -v - " — - for the box culvert installation. Also included in the design were " ,.,,, recommended improvements to the Best Management Practices _ .. - (BMP) that stabilized the surrounding stream, controlled critical k 4 'lip ;i ' - • - velocities and minimized impacts due to erosion.We assisted the • i Town with acquisition of temporary and permanent easements 15 Page 169 of 223 Flooding Resiliency Plan91Battery Park City Authority Permitting,Approvals Topographic Survey and Coordination Needs GIS Mapping New York,NY Identification Site Planning pp g SERVICES Civil/Environmental PROVIDED GPS Data Collection Engineering Construction Cost: N/A Preliminary Cost Projections ', - _ I Mrrl LEFT L i' 3y CI i a '4111 — ' WI, Vint ',. A r ' , I '11 a , a 1, ._ H2M was retained by Battery Park City Authority (BPCA) to evaluate and help advance a conceptual resiliency plan consisting of a series of interconnected barriers extending approximately 1,500 feet inland that would protect the Battery Park City property's northern borders. The plan was commissioned to address the threats of damage and injury to Battery Park City (BPC) and its residents as a result of future severe storm activity, storm surge, and sea level rise associated with global climate change. Located on the lower west side of Manhattan along the banks land uses, and visible infrastructure. Field data was coupled of the Hudson River, Battery Park City is not only subject to with available Geographic Information Systems(GIS)for utilities, high storm surges during events like Hurricane Sandy, it is also land use, sea level rise, and storm surge. In addition, H2M located in a densely developed and highly trafficked area of NYC. planners identified site planning and environmental permitting and assessments that would be required to support project H2M prepared a preliminary planning report that vetted the flood construction and implementation. barrier concept. The area associated with the project represents a critical point of low elevation vulnerability for BPC as well With this information, H2M conducted a preliminary review of as for other parts of Lower Manhattan. In order to adequately cutting edge flood barrier types and technologies for numerous address the risks associated with this area, BPCA intends to site conditions with varying constraints. Special attention was create a barrier system that incorporates the northern limits of also given to barriers that could achieve a challenging project BPC and extends roughly from the North BPC Esplanade at the goal, crossing West Side Highway. For this area, many barriers intersection of Chambers Street and River Terrace, east across that are 'deployable' via rising flood waters or were otherwise New York State Route 9A and along Chambers Street to a point easily operated, were reviewed along with their potential of termination at roughly the northwest corner of the intersection advantages and disadvantages for the site's context and of Chambers Street and West Broadway. challenges. H2M then produced graphics of selected sections of the barrier wall system, proposing concepts that minimized H2M analyzed the barrier concept through careful analysis aesthetic changes while meeting project goals of flood protection, of existing project area conditions. This included field work to ease of deployment, and maintenance. record ground elevation data, and review of existing buildings, 16 Page 170 of 223 Sanitary Sewer Capacity Evaluation Findings Report City of New Rochelle Collection System Existing Conditi111i: New Rochelle,NY SERVICES Hydraulic Modeling Assessment PROVIDED Cost Opinions Survey Engineering Report GIS Construction Cost: $65 million H2M was retained to analyze the existing sanitary sewer �._-. a`r \ system within the downtown area of the City of NewII ,Th �Rochelle as part of a zoning plan. 4. \ FL°2,RL,NG,°N 14 ®` 111\ INSTALLED MH_77389 ,S INVERT) It La The City of New Rochelle has approved a zoning plan, knownas the Downtown Overlay Zone (DOZ), that creates a path for jdevelopers to incorporate housing, retail, commercial, office, �� FLDWMETERID,9r�hotel, and community facilities in and around its downtown area 265HU°DENOTST and transit center. This zoning has allowed for unprecedented �o! `` t a� I"STALLE(DWNVET)development opportunities. In response, the City needed an •!��evaluation of its existing sanitary sewer capacity to identify V�sections that would be impacted by additional sanitary wastewater '11s�111 + kw, 0 , /flow resulting from development within the DOZ. H2M was ',' ; �retained to analyze the existing sanitary sewer system within the o ®, � �� downtown area. \IIIiii•a 1111 lu 11 , S o•; Our ongoing engineering efforts include: 11112.A� `� �` ��" 0 A ill .4 < • Topographic survey of horizontal coordinates and all �•13 la*A - 41//it manhole rim and invert elevations of sewer subsystems that 1w y s •* • FLOW METER ID 25 tits, a 64 CENTRE AVE. would be impacted by proposed development projects. The l OA. INSTALLED MH_78364 , manhole locations identified during the topographic surveys 0��, • (SE INVERT) ♦ , were correlated and labeled to match the numbering system It 't ` ,El i `:•• used in the current GIS map provided by the City. A totalak �� p� y blip� rif of 141 sewer and drainage manholes, and approximately Ifille� ' ,'i — o• 27,500 linear feet(5.2 miles)of sewer was surveyed. la : 7 • Using the collecting survey data, a model was developed ����#A to calculate the maximum hydraulic flow capacity in each FLOWMETERIEs7: t' 0 S sewer segment. Critical system sections were identified. A 39,HDGDE"DTST' �- �> y Y IN MH_78366 IV % � �,.�,total of 119 sewer manholes and 25,228 linear feet of sewer (NEINVERT) `� / ., .4‘�. pipe were selected to be used to model the eight zones in ` �� ` m sa,� • the sewer system required to evaluate the existing hydraulic �it 4 � �� /.4 capacity and associated impacts anticipated from the d'1��r,r/ �/ ® O .��� connection of each proposed development project. fr \ � � / �4,1 % O ';.� 0 • Seventeen flow monitoring devices were installed at critical 'AC d. ��,� // 0 o .� ' locations to provide actual current flow rates and values. �' 4, / O N 40111r. The average daily flow (ADF), peak hourly flow (PF), and `C / , I / � peak hourly flow with inflow removed (PF less inflow) were w /` FLOW METER ID 23 1. . -� , o 6,BLESSED SACRANENT SITE t , determined from the data during collection period. Rainfall #$ . NSTALLEDMH 77,28, data collected via rain gauge was correlated to the flow or��� 4® fa �� ��y fQ monitoring data to identify potential inflow and infiltration `� • contributions to the sanitary sewer system by comparing \ ► 4 dry weather peak flows to wet weather peaks at each flowII.monitoring location. . * � r •,Q� r _ M�* �0 17 Page 171 of 223 • Sanitary sewer loads were estimated fortwenty-five proposed developments.New York State Department of Environmental : . Conservation (NYSDEC) Standards for Intermediate Sized ; Wastewater Treatment Systems (March 5, 2014 Edition) " were utilized to estimate the average daily design flow for t, each proposed development. The peak hourly flows were calculated using the formula in the Recommended Standards for Wastewater Facilities (10 State Standards). Geographic , - Q� Information System (GIS) mapping of the existing sewer "; „,.� system, made available by the City, was used to identify the location of each proposed development project and the flow input relative to the existing sanitary sewer system. ° • The hydraulic capacity of the existing sanitary sewer system -. °� model was evaluated using the following six flow scenarios: _ /' _. Cl 1. Existing average daily flow(ADF) . ,4 _ ° i. 2. Existing peak hourly flow(PF) ;2; s 3. Existing peak hourly flow with inflow&infiltration �' �' removed (PF less I&I) d 4. Proposed average daily flow(ADF including average fir 0 daily development flows) �„ - e0. 5. Proposed peak hourly flow(PF including peak hourly r development flows) � �� 6. Proposed peak hourly flow with inflow and infiltration removed (PF including peak hourly development flows m,°mow o r. -\ less I&I) s ,. • The hydraulic capacity analysis identified the sewer system to be sufficiently sized to accommodate the existing ADF while - °°•+� l M, '- maintaining 50%or greater pipe capacity within all sections of pipe evaluated. To accommodate the additional ADF and PF from the proposed development sites, sewer enhancement �. .: projects were recommended for four of the eight drainage zones to eliminate capacity issues and potential surcharges. `" Additional sewer enhancement projects to bring existing $ 9` Tp. six inch diameter sewers into compliance with current o~ Westchester County Health Department requirements. x - � � �-��,� An engineer's cost opinion was developed for the sewer -- -� i. .�m 0, - improvements in each zone. a , ® , z H2M continues to prepare plans and specifications for this �� r i' '\ ,N a , V' ongoing project. � � �Q 1'® s' o 0. / ‘ 2,,,"‘C'' \ ; ,':,7V7Y2Ezm.....>'''''' N \' '''':4-N'' '' '.4:'> '\'''\\U'''''*' V V Sanitary Sewer Capacity Evaluation Findings Report 18 Page 172 of 223 SanitarySewer Evaluation Study91 Village of Scarsdale Scarsdale,NY SERVICES Engineering Study Cost Estimating PROVIDED Construction Cost: $738,000 7 ? — 1.00 0.9 - D.75 o p Duantdy U.6- 0.505 — Rain 0 1 11t311 11/114 0.25 Pv I, ))‘1 11 1. )1 \r\ I it* I 8 Thu 15 Thu 22 Thu 1 Sat 8 Sat 15 Sat 22 Sat Jun 2017 Date H2M conducted a Sanitary Sewer Evaluation Study on the Mamaroneck Valley District portion of the sewer in the Village of Scarsdale to identify sources of infiltration and inflow (III) and establish a current condition assessment of the sanitary sewer piping and manholes within the Village's part of the District. The study consisted of four parts: conducting flow metering at After reviewing all flow metering data, not just averages, to 15 manholes, monitoring groundwater levels at four manholes, determine potential locations with infiltration and inflow, H2M conducting rainfall measurements at one location during flow recommended a three year plan that prioritized repairs on metering period; cleaning and televising 29.6 miles of sewers sewers that were found with infiltration and inflow and further with pipe diameters ranging from six to 20 inches; inspecting 635 investigation. Recommendations were also made on repairs to manholes; smoke testing 6.7 miles of sewer. address structural and maintenance conditions. A cost opinion was prepared for the repairs. Data will be used by the Village The defects observed during the video inspection were ranked for their Capacity Management, Operation and Maintenance according to severity on a "structural" and "maintenance" basis (CMOM) program for their collection system. utilizing Pipeline Assessment Certification Program® (PACP°) Coding. Results of field testing were presented in the Study. Repairing the sewer system infrastructure will reduce the cost of We established 1,010,000 million gallons per day (MGD) as the conveying and treating extraneous flows in the sewer system. average daily design wastewater flow rate in the study area. In addition, reducing extraneous flow will also reduce impacts Four rain events greater than 0.5 inches occurred during the currently caused by high flow during storm events at the publicly period of flow metering. Average daily flow during period of flow owned treatment plant. metering was 1.469 MGD. Consequently, source of 0459 MGD of Ill needed to be determined. 19 Page 173 of 223 SanitarySewer Evaluation Study91 Village of Scarsdale Scarsdale,NY SERVICES PROVIDED Engineering Study Cost Estimating Construction Cost: $73,950 Profile Plot w Barry Road Sanitary Sewer Peak Design Flow-Diversion Upstream 238 - m,w-a, 237 --- 235 'N- 233 ---6'`'m t t , , it 232 . 231 -- 230 -- -- 229 - -link IDP1-0 228 -- ----,Ler-4126704 t , 227:- Dia 0.67It W 226 -- .e 0.0440 ttHt �J H 223':32 ft 225 --. '571T - 224 -.• _14 n u 1 w- , �.223 N>, _ v V d S a o mwn 221 a�N- 'nit' ', , L.220 ° �-- w 219 L t r ' ,a-H N ti u m J w 216 u m y-" m 217 - In 1'.;. �u- m%a row Length 25` " "' 215Dia 0.671f 216 ---_, LI , µ-sr-a -,- 214 Up Slope0 04157ft _ dkJDP12--_ u L Link;IXA1n f -�' q C p n -_--_ength299b]-ft- +M_inkltrRl6--� 213 Dn loved 210 55 tt LangIhT88¢flz 212 ■ :_ 67�41____ 211 )?ia0 1,11M/ft 210 r^ _ � I 209 Nolen. -. _ 11111111.111 _._illatt E` - oe --.. Pipe£ricton£actor=0.014£m-segrnenlsPl4,PI3,P12,endP11 ■ ■ 207• - Rpe friction factor=0.011 for segnenlPlO This run considers no backwater coniGon in the CouNy intereepto 206. -- - - - — _ 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 950 1,000 1,050 1,100 1,150 1,200 1,250 Station in) H2M conducted a study on a portion of the sewers in the Hutchinson River Valley Sewer District to evaluate the cause for wastewater to backup into homes along the southerly end of Barry Road. The study involved reviewing reports from cleaning and televising homes and the County trunk line has the hydraulic capacity to of sewer to determine if there were conditions such as roots convey the sanitary flow from homes in the service area noted or deteriorated pipe impeded conveyance of wastewater and in the report. locations where infiltration was occurring; smoke testing of 3.4 miles of sewer; installation and review of data from depth of Depth of flow measurement at one of the manholes indicated a flow sensors installed in two manholes; calculating the design high intensity rainfall can cause a portion of flow conveyed by wastewater flow in the study area; and calculating the design sewers in the Bronx Valley Sewer District to be diverted to the hydraulic capacity of the Westchester County trunk line and Barry Hutchinson Valley Sewer District through a sewer in Barry Road. Road sewer segments. A cost opinion was prepared for the repairs to reduce infiltration and Defects observed during the video inspection were ranked to eliminate inflow in the public right-of-way. Implementing corrective according to severity on a "structural" and "maintenance" basis action will eliminate sources of extraneous flow which utilizes pipe utilizing Pipeline Assessment Certification Program® (PACP®) capacity. The report also included a recommendation that property Coding. Four locations had an M5 rating and eight locations had owners with direct and indirect connections to the sewer take an M4 rating for allowing infiltration. corrective action in accordance with Village requirements. The hydraulic analysis concluded the existing eight-inch sewers on Barry Road tributary to Westchester County trunk line have the hydraulic capacity to convey the sanitary flow from the 42 20 Page 174 of 223 (MK. NATIONAL WATER MAIN CLEANING CO. IAThe Environmental Protection Specialists An Equal Opportunity Employer NYC BIC License#468 REFERENCES COMPANY CONTACT EMAIL TELEPHONE FAX NAME NAME NUMBER NUMBER Boswell Giselle Diaz GDiaz(kboswellengineering.co (201)641-0770 (201)641- Engineering m 1831 Village of Roslyn Sam Daliposki, sdroslyn(khotmail.com 516-204-3469 (NY) Superintendent Township of Kevin Smith, Kevin.smith@twp.woodbridge.n (732)602-6047 732-602-6048 Woodbridge(NJ) Senior PW j.us EXT.4719 Inspector Rockland County Cynthia Liu,P.E. LiuC@co.rockland.ny.us 845-365-6111 845-365-6686 Sewer District No. 1 Passaic Valley Eric Granholm, EGranholm(kpvsc.com 732-995-4450 973-817-5995 Sewerage Civil Engineer Commission Jersey City MUA Rich Haytas r.haytasOjcmua.com 201-954-8463 Mott MacDonald Kevin Wynn, kevin.wynn(ajmottmac.com 973-912-2537 P.E. Franklin Township Scott Nocero snocero(kftsa-nj.org 732-873-2420 732-873-2079 Sewerage Authority Village of Scarsdale David Goessel— dgoessl@scarsdale.com 914-722-1106 NY Village Engineer Page 175 of 223 21 ► NATIONAL WATER MAIN CLEANING CO. The Environmental Protection SpeciaGsLs Ah Equal Opptuturl y Employer NYC BIC LICense#46b EXPERIENCE & REFERENCES SEWER CLEANING AND INSPECTION New York City Department of Environmental Protection (NYCDEP) 96-05 Horace Harding Expressway Corona,NY 11368 Contact: Zach Schultz Bureau of Water and Sewer Operations I CSI Contract Support Unit (0)718 595 5316 1 (C)646 946 8770 E-mail:zschultz((a,dep.nyc.2ov TV-20-MQX:Cleaning&CCTV Inspection of Sewers in Manhattan, Queens, and Bronx Contract Amount: $ 6,743,400.00 Start date: November 2019 Completion Date:December 2022 Cleaning and CCTV Inspection of 24"—84" sewers and appurtenances. TV-20-RK: Cleaning&CCTV Inspection of Sewers in Brooklyn and Staten Island Contract Amount: $ 6,743,400.00 Start date: December 2019 Completion Date:December 2022 Cleaning and CCTV Inspection of 24"—84" sewers and appurtenances. PS-1417:Removal and Disposal of Residuals from Large Diameter and Long Sewers. (E-PIN:8266B0005001). Contract Amount: $7,694,487.00 Start date: May 2016 Completion Date: Aug 2019 Removal and disposal of residuals from sewer pipes 60"or greater and up to 30,000 feet in length. Inspections of sewer and other miscellaneous pipes using CCTV or Sonar Sensor technology and preserved with digital audio-visual recording. PS-1418: Wards Island,Bronx Intercepting Sewer Unconventional Cleaning. (E-PIN:82615B0053001). Contract Amount: $14,370,000.00 Start Date: January 2016 Completion Date: January,2019 Cleaning and Disposal of 4,800 cubic yards of settled debris and CCTV& Sonar inspection of 18,000 feet of pipe. PS(R)-1413:Removal and Disposal of Residents from Collection Facilities Citywide. (E-PIN:82616B0035001). Contract Amount: $10,316,521.00 Start date:February 2017 Completion Date:Feb 14,2020 Removal and disposal of residuals from sewer pipes up to 2,000 feet in length citywide and 20,000 cubic yards, CCTV or Sonar Sensor technology and preserved with digital audio-visual recording for interceptors,wastewater treatment plats,pumping stations,regulators, grit chambers, sludge force mains and CSO Facilities. Page 176 of 223 22 ► NATIONAL WATER MAIN CLEANING CO_ The Environmental Protection SpeciaGsLs Mi Equal Opptutuml y Employer NYC BBC LIcense#46 TL-16:Removal and Disposal of debris/residuals accumulated in trunk lines of the City Sewer System at unknown locations, Citywide. (E-PIN:82616B0033). Contract Amount: $3,077,255.00 Start date: April 2017 Completion Date:March 2019 Removal and disposal of residuals from sewer pipes 48"or greater. Inspections of sewer and other miscellaneous pipes using CCTV or Sonar Sensor technology and preserved with digital audio-visual recording. SCTV-14:Cleaning and CCTV Inspection in the Sewers System Downtown City-wide(NYC) Contract Amount: $4,130,760.00 Completion Date:May 2018 Provide all labor,equipment and material required for the removal and disposal of all deposits in the sewers and appurtenances(manholes,chambers,catch basins,etc.)at various locations throughout the Five Boroughs of New York City,as well as post-cleaning closed circuit television inspection. The sewers vary from six(6)inches to eighty- four(84)inches in equivalent diameter,and are of various material like clay,cement,brick,concrete,etc. Cleaning and removal of deposits from the sewers is performed by utilizing combination sewer cleaning machines(fetter plus vacuum). SCTV-16:Cleaning and CCTV Inspection of Sewers at Unknown Locations in the City Sewer System. (E-PIN: 82615B0066001). Contract Amount: $2,749,960.00 Start date: July 2016 Completion Date: July 2018 Removal and disposal of all the deposits in the sewers and appurtenances up to 6"and 84"in diameter. Cleaning and removal of deposits from the sewers shall be performed by utilizing combination sewer cleaning machines(fetter plus vacuum)equipped with 1.25"hose and at least 120 GPM at 2500 psi. CCTV Inspection of sewers. Mobilizing and demobilizing equipment, material and manpower for each location,where the total linear footage of sewers required CCTV inspection as directed by the Engineer,is less than five hundred(500)linear feet. Contract AHC17-RK-R:Services of a Mobile Vactor—Jet Flusher Machine for Sewer and Catch Basin Cleaning with an Operator and Laborer,Brooklyn and Staten Island Contract Amount: $3,070,704.00 Completion Date: September 3, 2021 Vactor-Jet Flusher Machine(VAC)to clean arterial highway catch basins and associates chutes and storm, sanitary and combined sewers for clogged catch basins estimated at 450 shifts for approximately 4,420 arterial highway catch basins in Brooklyn and Staten Island. Contract AHC17-MX-R:Services of a Mobile Vactor-Jet Flusher Machine for sewer and catch basin cleaning with an operator and laborer,Manhattan and Bronx Contract Amount: $3,216,374.00 Completion Date: September 3,2021 Page 177 of 223 23 ► NATIONAL WATER MAIN CLEANING CO_ The Environmental Protection SpeciaGsLs An Ecua&Opportuhfl y EMp#4yer NYC BIC LIcense#46 Vactor-Jet Flusher Machine(VAC)to clean arterial highway catch basins and associates chutes and storm, sanitary and combined sewers for clogged catch basins estimated at 679 shifts for approximately 6,800 arterial highway catch basins in Manhattan and Bronx. New York City Department of Design and Construction (NYCDDC) 40 Worth Street,Room 836 New York,NY 10013 Contact: Dushyant Rajput,Engineer-In-Charge Tel:212-313-3525 Fax: 212-313-3556 rajputdu(dddc.nyc.gov SETVDDC15: Television Inspection and Digital audio-visual recording of sewers at various locations-Citywide. (S- PIN:85018B0084001). Contract Amount: $2,170,450.00 Completion Date: April,2020 Television inspection and Digital audio-visual recording of Approx. 311,00 L.F. and Sonar inspection of 26,000 L.F. sewers. Cleaning of 322,000 L.F.of sewers with various diameters. Cleaning of 70 Manholes. SETVDDC13: Cleaning, Television Inspection and Digital Audio-Visual Recording of Sewers at Unknown Locations in the City Sewer System on an as Needed Basis; Together with All Work Incidental Thereto,All Boroughs—Citywide Contract Amount: $2,074,920.00 Completion Date: July 2016 Cleaning 140,000 linear feet of less than twenty-four(24)inch diameter sewer and 35,000 linear feet of twenty-four (24)inch to forty-eight(48)inch diameter,as well as CCTV inspection of all 175,000 linear feet of sewers citywide. Port Authority of New York and New Jersey (PANYNJ) 241 Erie Street,Jersey City,NJ 07310 Contact: Mazen Oudeh—Staff Environmental Analyst(Engineering) Tel: (201)216-2959 Email: moudeh@panynj.gov Performance of Expert Professional Cleaning and Closed Circuit Television Inspection of Storm Drain&Sewer Services as Requested on a "Call-In"Basis Contract Amount to Date: $319,810 Contract Completion Date: Ongoing Our company is under contract to perform professional storm drain and sewer cleaning and inspection services for the Port Authority at its various properties on a call-in basis, such as Newark Liberty International Airport(EWR), LaGuardia Airport(LGA),Lincoln Tunnel,John F.Kennedy Airport(JFK),Port Elizabeth,etc. We have consistently been awarded this contract when it was released for bid,and had our term renewed every year. Passaic Valley Sewerage Commission,NJ 600 Wilson Avenue Newark,NJ 07105 Eric Granholm, Civil Engineer 732-995-4450 EGranholm@pvsc.com Contract No.B165A-Cleaning and inspection of approximately 38,400 linear feet of Main Interceptor sewer in Paterson, Clifton,Nutley, and Newark Page 178 of 223 24 ► NATIONAL WATER MAIN CLEANING CO. The Environmental Protection SpeciaGsLs �� Ah Equa&Oppttrtufl y Employer NYC BIC LIcense#Fab Amount: $9,839,050 Start Date:7/9/2020 Completion Date: January 2022 Newark Housing Authority 500 Broad St Newark,NJ 07102 Contact: Cora Tel: (973)430-2613 IFB 21-S-013:Sewer Cleaning Services at Various Sites(latest contract) Contract Amount Completed to Date: $757,772.00 Completion date: Ongoing since 1999 Since 1999,our company has had a sewer cleaning,inspection,and repair contract with the City of Newark which has been renewed numerous times. The City has taken care to set aside money in their annual budget to include our contract New Jersey Department of Transportation (NJDOT) Contact:Paul Craddock,Resident Engineer NJDOT Regional Operations Tel: (609)477-9121 E-mail:paul.craddock(adot.nj.gov Our company has successfully been performing multiple contracts listed below for the NJDOT since 2002.The scope of work includes the removal of sediment,debris,roots and/or vegetation in pipelines,drainage structures, storm water intakes&outfalls,and the stabilization of areas subject to erosion regardless the size and type of blockage to restore facilities to their original hydraulic capacity and function. It also includes video inspection and complete inventory of the existing highway drainage facilities within jurisdiction of the NJDOT. Drainage Restoration Contract-Statewide 2020,DP No. 20453 Contract Amount: $6,304,196.00 Completion Date: Ongoing(estimated completion January 2023) Drainage Restoration Contract-Statewide 2022,DP No. 22453 Contract Amount: $6,160,934.55 Completion Date: Ongoing(estimated completion July 2023) Drainage Restoration Contract,North-2017,Routes US 1&9,3,4,9W,10,20,21,US22,23,24,27,28,31, US 46,1-78,I- 80,124, US 202; Counties of Bergen,Essex,Hudson,Morris,Passaic,Sussex, Union& Warren-including and North of Route 57,Federal Project No:STP-DOOS(021),PE No:2206286, CE No:2206304,DP No:17456. Contract Amount: $8,218,544.65 Completion Date: June,2021 Drainage Restoration Contract, South-2017,Routes 42,44,49,54,70,I-76,77,US 130,1-295,1-676; Counties of Atlantic,Burlington, Camden, Cape May, Cumberland, Gloucester&Salem;Federal Project No:STP-DOOS(023), PE No:2206297, CE No:2206306,DP No:17458. Contract Amount: $3,228,787.15 Completion Date: June,2019 Page 179 of 223 25 ► NATIONAL WATER MAIN CLEANING CO_ The Environmental Protection SpeciafsLs An Equal Oppttttunfl y Emp#4yer NYC BIC LIcense#46 Drainage Restoration Contract, Central-2017,Routes US 1,13,18, US 22,27,28,29,36,37,88,91,166,172, US 202,I- 287; Counties of Hunterdon,Mercer,Middlesex,Monmouth, Ocean,Somerset& Warren-South of Routes 57; Federal Project No:STP-DOOS(022),PE No:2206296, CE No:2206305,DP No:17457 Contract Amount: $6,315,150 Completion Date: January,2020 Drainage Restoration Contract,North-2014;Routes 9W,15,17,23,24, US 46, 57,94,1-80,1-80 Local, 94,124, 183, US 206, Counties of Bergen,Essex,Morris,Sussex, Union& Warren-North of Route 57;Federal Project No: STR COOS(687),PE No:2621868, CE No:2205841,DP No:15401 Contract Amount: $1,896,561.48 Completed:December 2016 Drainage Restoration Contract, Central-2014;Routes US 9, US 22,33,34,35,36, 57, 66, 72,1-78,1-195, US 206, I-287, &440, Counties of Hunterdon,Mercer,Middlesex,Monmouth, Ocean,Somerset& Warren-South of Route 57;Federal Project Number:STP-COOS(688),PE Number:2621870, CE Number:2205842,DP Number:15405 Contract Amount: $1,292,180.51 Completed: July 2017 Drainage Restoration Contract,South-2014;Routes US 9, US 30, US 40, 41,47, 48,50, 54, 55,56, 68, 70, 73,140,143,147, US 130,1-295& US 322, Counties of Atlantic,Burlington, Camden, Cape May, Cumberland, Gloucester&Salem;Federal Project Number:STP-COOS (689),PE Number:2621869, CE Number:2205843,DP Number:15402 Contract Amount: $1,393,502.85 Completed: June 2017 MUNICIPAL SEWER CLEANING AND INSPECTION EXPERIENCE City of New York Parks & Recreation 24 West 61st Street New York,NY 10023 Contact:Bradley Romaker Tel: 347-386-4153 Email:bradley.romaker(dparks.nyc.gov Contract CT1-846-20191414419:Sludge and sewer drainage, television inspection:cleaning ofpipes &structure including storm/sanitary and sewer lines on an as needed or emergency basis, citywide,for the City ofNew York Parks &Recreation Contract Amount: $210,500.00 Start Date: December 2016 Completion Date: October 2019 Triborou2h Bridge and Tunnel Authority(MTA Bridges and Tunnels) 2 Broadway,24th Floor New York,NY 10004 Contact: Walter Wright-Project Manager Tel: (212)360-3090 Email:wwright(dmtabt.org Contract 18-MNT-2969:Cleaning of various tunnel chambers, ledges,settling basins on a quarterly basis for the duration of the contract. Cleaning of 88 Catch Basins on an annual basis Page 180 of 223 26 ► NATIONAL WATER MAIN CLEANING CO The Environmental Protection SpeciaGsLs Mi Equa&Opptutunll y Employer NYC BIC LIaense#466E. Contract Amount: $905,865.00 Completion Date:November 2021 New York City Transit (NYCT) 2 Broadway,7th Floor New York,NY 10004 Contact: Dipakkumar Patel,P.E. Tel: (917)449-8132 Email: Dipakkumar.Patel@nyct.com Contract#REQ#0000042009:Cleaned 800,000 FT of NYCT track drains of the subway system. Contract Amount: $ 13,482,000.00 Completion Date: August 2019 Second River Joint Meeting 500 South First Street,Elizabeth,NJ 07202 James J.Paluch—Assistant Superintendent Email:jpaluch(djmeuc.com Tel: (908)403-6076 Sanitary Sewer Trunkline Cleaning&CCTV Inspection Services Contract Amount: $511,800 Completed Date: September 2022 Warren Township Sewerage Authority,NJ 46 Mountain Boulevard, Warren,NJ 07059 Sean J. Sander 732-584-0541 ssauder(dpsands.com Contract No. 61 Stage IV Sewer Service Area—Collection System Rehabilitation Contract Amount: $785,344.00 Start Date:November 2019 Completion Date: July 2021 Woodbridge Township,New Jersey 1 Main St. Woodbridge,NJ 07095 Contact: John Kociolek Tel: (732)634-4500 Contract#2018-016 Sanitary Sewer Cleaning& Televising of MCUA Mini Systems 15G,15P,16,21,22,22A,36,37, & Trenchless Pipe Spot Repair. Contract Amount: $417,628.00 Completion Date: June 2019 City of Hackensack 65 Central Avenue,Hackensack,NJ 07601 John M. Chayko—P.E. jchayko@suburbanconsulting.com 973-346-2065 Page 181 of 223 27 ► NATIONAL WATER MAIN CLEANING CO. The Environmental Protection SpeciafsLs An Equal Opptutunfl y EMp#4yer NYC BIC LICense#46b Anderson Drainage Area Sewer Separation Phase I CCTV,Project No. SCE-R07448.529 Contract Amount: $132,242.80 Completion Date: June 2022 Cleaning and televising of 7,500 LF of 8"and 42" stormwater systems. Bernards Township Sewerage Authority 1 Collyer Lane,Baskin Ridge,NJ 07920 Joseph Lakner—Project Manager 973-398-1776 jlakner@suburbanconsulting.com Harrison Brook&Annin Road CCTV Inspection#2022-01Rehabilitation Contract Amount: $224,108.60 Start Date: April 2022 Completion Date:May 2022 Amtrak,NY NY Tunnel Drainage System Cleaning,Jet Rodding and Video Inspection Services Contract Amount to Date: $950,000.00 Start date:November 2015 -Ongoing FLORIDA PROJECTS City of St. Petersburg 1650 3rd Avenue N St.Petersburg,FL 33701 Contact: John Stanton—Superintendent Tel: (727)460-3049 Email:john.stanton@stpete.org Maintenance Services,Sanitary Sewer Cleaning, Contract No. 228273 Scope: Cleaning and CCTV of sewer pipes and inspections of manholes within the city's sanitary sewer collection system for an estimated 4,822,689 LF. Contract Amount: $3,750,000 Start Date:December 2019 Completion Date: October 2022 Broward County 2555 West Copans Road,Pompano Beach,FL 33069 Contact:Michael Hagerty,P.E. Tel: 954-831-3217 Email: mhagerty(a(broward.org Contract#PNC2119049B1-Multi District Inflow and Infiltration Reduction Program Scope: Video, clean,grout,point repair lining, lateral grouting and lining,MH Rehab of 200,000 LF of sewer pipe. Contract Amount: $ 10,031,680 Start Date:November 2019 Completion Date:November 2022 Page 182 of 223 28 ► NATIONAL WATER MAIN CLEANING CO. The Environmental Protection SpeciaGsLs Ah Equal Opptutuml y Employer NYC BIC LICense#46b Florida,Dept. of Transportation (FDOT) 719 S. Woodland Boulevard DeLand,Florida 32720 Contact: Carlton A.Daley,Project Manager Tel: (407)832-1694 Email: Carlton.Daley(ddot.state.fl.us Contract#E5U33 Orange County:Desilting box culverts, desilting and performing video inspection of stormwater pipes and associated manholes. Contract Amount: $489,555.00 Start Date:December 2017 Completion Date: October 2018 City of Miami Beach, Florida 1700 Convention Center Drive,3R Floor Miami Beach,Florida 33139 Contact: Stanley Payne, Superintendent Tel: (305)673-7000 ext.2343 Email: StanleyPayne@miamibeachfl.gov Contract#ITB 2018-080-ND For Routine and Emergency Sanitary Sewer and Storm Water Pipes Cleaning, and Closed Circuit Television Inspection Services Scope:Storm water maintenance of 7,800 drainage structures,pipes, culverts, catch basins, outfalls, and 37pump stations- 110 miles of storm water peipes,57 miles force mains, over 3,600 manholes and 23 wastewater lift stations. Start Date:December 2018 Completion Date: Ongoing(contract renewed) Contract Amount: $1,197,500.00 Miami-Dade,Florida 111 NW First Street, Suite 1410 Miami,Florida 33128-1970 Jose E. Alvarez, Construction Manager 786-236-5325;jose.alvarez3@miamidade.gov Rehabilitation of 500 Manholes Inflow&Infiltrations RFPNo.P0213 Contract Amount: $961,571.32 Completion Date: October 2020 City of Hollywood,Florida American Infrastructure Technologies Corporation 8799 US Hwy 31 Hanceville,AL 35077 Contact: Tim Bixler Tel: (256)739-4747 Email:timbixler(daol.com Hollywood Florida Clean&CCTV(2017-2018), Contract No. 16-7080 Contract Amount: $168,595.00 Completion Date:March 2018 Page 183 of 223 29 ► NATIONAL WATER MAIN CLEANING CO_ The Environmental Protection SpeciaGsLs An Ecua&Opportuhfl y EMp#4yer NYC BIC LIcense#46 National Water Main Cleaning Company working as a subcontractor for American Infrastructure Corporation,completed 97,000 linear feet of clean&CCTV work in Hollywood Florida in March of 2018. Palm Beach County,FL 50 South Military Trail, Suite 110 West Palm Beach, FL 33415 Carlos Echevarria CEchevarria@pbcwater.com 561-301-1562 Contract Amount: $371,100.00 Start Date: June 2017—February 2021 Contract#16-046/ZG Sewer Pipeline and Manhole Cleaning and Inspection Services of 150,000 LF Toho Water Authority,FL 951 Martin Luther King Boulevard, Kissimmee,FL 34741 Janine Alexander 321-388-5178 janine.alexander@tetratech.com Contract Amount: $2,691,424 Contract No. IFB-19-086 Start Date: October 2020 Completion Date: August 2023 Manhole,Wet Well and Structure Sealing, Coating and Lining Services.Manhole and Wet Well coating of 6,080 VF and 2,000 SF of repair. Cleaning and TV of 2,400 LF. Contract Amount: $319,680.00 Contract No. IFB-20-133 Start Date: October 2020 Completion Date: October 2023 Gravity sewer cleaning and inspection services of 250,000 LF. INTERCEPTORS Bergen County Utilities Authority Foot of Mehrhof Road P.O.Box 9 Little Ferry,NJ 08643 Contract#18-08 Route 4 Interceptors and 60 Inch Overpeck Sewer Contract Amount: $250,525.00 Start date:November 2018 Completion Date:February 2019 Rockland County Sewer District No. 1 4 Route 340 Orangeburg,NY 10962 Contact: Cynthia Liu,P.E. Tel: (845)365-6111 Page 184 of 223 30 ► NATIONAL WATER MAIN CLEANING CO The Environmental Protection SpeciaGsLs An Equal Opportuhfl y Employer NYC BIC LIcense#46E. E-mail: liuc(dco.rockland.ny.us SM2013-01:2013 Sewer System Maintenance Project Contract Amount: $721,411.50 Completion Date: June 2015 SM2014-01:2014 Sewer System Maintenance Project Contract Amount: $885,852.45 Completion Date:March 2016 SM2015-01:2015 Sewer System Maintenance Project Contract Amount: $976,377.75 Completion Date: April 2016 SM2015-03:Sewer System Maintenance Project Contract Amount: $532,159.24 Completion Date:May 2016 SM2016-01:Sewer System Maintenance Project Contract Amount: $1,077,981.85 Completion Date: January 2017 SM2016-04 Lower Main Interceptor Rehabilitation Project Contract Amount: $474,625.00 Completion Date:December 2017 SM201 7-01 2017 Sewer System Maintenance Project Contract Amount: $1,153,335.85 Completion Date: September 2019 SM2018-02 Sewer System Maintenance Project Hillcrest Interceptor Contract Amount: $291,410.00 Completion Date: October 2019 SM2019-01 Sewer System Maintenance Project Contract Amount: $1,033,420.80 Completion Date: July 2020 SM2020-01 Sewer System Maintenance Project Contract Amount: $1,065,284.00 Completion Date: June 2021 SM2021-01 Sewer System Maintenance Project Contract Amount: $1,077,031.10 Completion Date: July 2022 SM2023-01 Sewer System Maintenance Project Contract Amount: $1,248,806.06 Start Date:March 2023 Since 2012,our company has consistently been awarded the annual sewer system maintenance contract by Rockland County Sewer District No. 1,which includes cleaning and televising, sewer manhole inspections, sealing,and grouting of eight(8)to ten(10)inch sanitary sewer,as well as miscellaneous additional work. LINING EXPERIENCE—Additional lining experience will be provided upon request City of New Rochelle,NY 515 North Avenue New Rochelle,NY 10801 Sanitary Sewer System Rehabilitation Trenchless Lining and Manhole Repairs Project Contract amount: $3,058,546.10 Start date: March 2019 Completion Date: October 2020 Borough of Topton,PA Page 185 of 223 31 ► NATIONAL WATER MAIN CLEANING CO The Environmental Protection SpeciaGsLs Ah EQua1 Oppttttunll y ErrIpt.yer NYC BIC LIaense#466E. 205 South Callowhill Street Topton,Pennsylvania 19562 Vicki E. Adams vadams@barryisett.com Contract Amount: $524,290.85 Start Date: July 7, 2019 Completion Date:December 2019 Sanitary Sewer Collection System for the Borough of Topton which includes Cleaning and Pre-repair video of approx.. 11,000 LF of 10"and 8" sewer collection main.Pipe lining of 10,500 LF 8"and 400 LF of 10" sewer main,lateral connections. Upper Moreland Hatboro Joint Sewer Authority,PA 2875 Terwood Rd, Willow Grove,PA 19090 Anthony Price APrice@eema-inc.com 215-368-3375 Contract No. 19106-73B 2019 Collection System CIPP Repairs Contract Amount: $604,515.40 Start Date: June 10,2019 Completion Date:November 2019 Ewin2 Lawrence Sewage Authority,NJ 600 Whitehead Road,Lawrenceville,NJ 08648 Contact:David J. Sopronyi,Engineer Tel: (609)658-6919 Landwehr Easement Sewer Rehabilitation Contract El 1715 Ewing Contract amount: $298,325.00 Start date: October 2018 Completion date:December 2018 Village of Scarsdale,NY 1001 Post Road, Scarsdale,NY 10583 David A. Goessl dgoessl(dscarsdale.com 914-722-1100 Contract amount: $937,775.00 Start date: September 2017 Completion Date: June 2020 Cleaning, TV&Cured in Place Pipe Lining Contract VM#1222 Old Bridge Municipal Utilities Authority,NJ 71 Boulevard West Cliffwood Beach,NJ 07735 732-679-8440 Contract amount: $487,766.00 Start date:March 2018 Completion date: April 2018 Page 186 of 223 32 ► NATIONAL WATER MAIN CLEANING CO. The Environmental Protection SpeciaGsLs An Equal Opptutunnl y EMpt.yer NYC BIC LICense#46b Southwood Sewer Lining,Phase 3 The City of Macungie 221 Locust Street Macungie,PA 18062 Contract amount: $271,005.80 Start date: April 2018 Completion date: October 2018 2018 CIPPL Project-Installation of 9000 LF of 8"sanitary sewer MTMLining Villa2e of Roslyn 1200 Old Northern Boulevard Roslyn,NY 11576 Contact: Sam Daliposki Tel: (516)204-3469 Completion Date: 2015 Contract Amount: $ 1,654,301.13 Installation of 8"to 10"MH to MH sanitary sewer lining. SMOKE TESTING EXPERIENCE - Additional smoke testing experience will be provided upon request City of White Plains 202 Westchester Avenue White Plains,NY 10601 Kenneth Pasqualini-Contracts Clerk 914-422-6855;kpasqualini@whiteplainsny.gov Contract 903243 - Smoke Testing in Sewersheds Contract amount: $144,500.00 Completion Date:March,2019 Villa2e of Rye Brook,NY 938 King Street Rye Brook,NY 10573 Michal Nowak—Superintendent 914-939-0753;MNowak@ryebrook.org Contract amount: $126,650.00 Start date: October 2018 Completion Date: Sep,2018 Contract 18-10 Village Wide Smoke Testing and 3-Dimensional Manhole Inspections Page 187 of 223 33 TAB3 Page 188 of 223 2 ► Staffing Plan M The H2M Team Department working closely with our in-house geographic information systems (GIS) and land surveying teams. Our staff bring decades of experience working on projects similar All of H2M's projects are carried out under the direction of one in scope and size. In addition, many of our proposed staff or more of the firm's officers and all are managed by senior are currently working on a similar drainage evaluation for the staff professionals.As a result of the multi-disciplined nature Pinebrook watershed area in the City of New Rochelle and of the firm, H2M is able to assign projects to teams composed Town of Mamaroneck. of staff specialists in the appropriate disciplines that are best suited to meet the specific needs of our clients and their We have highlighted our key personnel below followed by an projects. For this assignment for the Town of Mamaroneck, organizational chart of our proposed project team. Resumes the project will be managed by H2M's Civil Engineering for all proposed staff are provided at the end of this section. Jay T. Pisco, P.E. I Principal-in-Charge r -Y�� Mr. Pisco is an accomplished project executive with 40+ years of experience. Prior to joining H2M, he served as the Commissioner of the Westchester County Department of Public Works .. and Transportation where he was responsible for the oversight and management of more than $100 million in capital projects annually within the County. This required coordination with Town of Mamaroneck leadership. Mr. Pisco will serve as the City's primary point of contact. He has the authority to commit and apply the resources necessary to meet the contract's requirements, and will be responsible for maintaining the high expectations of the Town on this contract. James J. Moran, P.E. I Project Manager Our proposed Project Manager is Mr. Moran, who will provide oversight of all H2M staff and ti,,,,r deliverables on this project. Your project will benefit from a streamlined approach and clear direction due to his leadership and organizational skills. He brings more than 30 years of civil engineering and municipal management experience. Prior to joining H2M last year, Mr. Moran served as the Commissioner of the City of New Rochelle Department of Public Works. In this capacity, he led Sanitary Sewer Evaluation Studies for a consortium of four municipalities: New Rochelle, Mamaroneck, Pelham Manor, and Larchmont. Mr. Moran is known to Mamaroneck leadership and has a strong understanding of the Town's needs. 11111111 Matthew R. Mohlin, P.E. I Lead Civil Engineer Mr. Mohlin will serve as Lead Civil Engineer on this project. He will leverage his recent experience serving as Project Manager for a study of the Pinebrook watershed in New Rochelle and Mamaroneck, NY.The purpose of the study was to investigate known flooding and icing problems and develop solutions to address the flooding. In addition, Mr. Mohlin brings 30+years of diverse experience. He has experience leading drainage analyses and design efforts for a wide variety of clients, including the City of New Rochelle, Town of Clarkstown, Town of Hempstead, Dormitory Authority of the State of New York(DASNY), and more. 1 Page 189 of 223 ;,, ► Staffing Plan .� ..�� ''' 1773 0 0 - wI 9° rn •FOUNDED 1661 PRINCIPAL-IN-CHARGE Jay T.Pisco,P.E. Senior Vice President,Deputy Municipal Market Director,Purchase Office Director 1A/QC Michael W.Keffer,P.E.,LEED AP Senior Vice President, PROJECT MANAGER Director of Civil Engineering James J.Moran,P.E. Suffern Office Director SUPPORT TEAM Civil Engineering Matthew R.Mohlin,P.E. John J.Beatty,P.E. Sean P.Callahan,P.E.,LEED AP Land Surveying Pasquale lannone,P.L.S. Geographic Information Systems(GIS) Christopher M.Kobos,PMP Melisa Ennella,GISP CCTV Inspection National Water Main Cleaning Co. 0 0 Resumes for the above QID.7 referenced key personnel are provided following this page. 5 2 Page 190 of 223 Jay T. Pasco RE. 91 Senior Vice President, Deputy Municipal Market Director, Office Director Mr.Pisco has more than 40 years of experience working on municipal and private-sector projects in New York,New Jersey,Connecticut,Maryland,Louisiana,and Puerto Rico. Prior to joining H2M,Mr.Pisco served as the Commissioner of the Westchester County Department of Public Works and Transportation where he was responsible for the oversight and management of more than$100 million in capital projects annually within the County.He also worked as Commissioner Engineer for a water pollution control authority(WPCA) responsible for all technical aspects of the town sewer system,feasibility studies,asset management,cost analyses,sewer system extensions,pumping station design,and construction monitoring. Mr.Pisco's deep knowledge within the region provides him with an unparalleled level of expertise.At H2M,he manages our Purchase office and pursues new business opportunities with municipalities in New York and Connecticut. Selected project experience • City of New Rochelle Pinebrook Watershed Drainage Analysis; New Rochelle and Mamaroneck, Education NY:Principal-in-Charge for a study of the Pinebrook watershed in New Rochelle and Mamaroneck, NY. A total of 36 known flooding issues have been identified throughout this watershed. The M.S.,Computer Science; purpose of the study was to investigate known flooding and icing problems and develop solutions lona College to address the flooding. B.M.E.,Mechanical Engineering; Manhattan College • Putnam County to Danbury Sewer Pipe Extension; Putnam County, NY and Danbury, CT: Principal-in-Charge for this pipe extension,which will provide sewer service to an underdeveloped commercial corridor in the County.This corridor is severely hampered by the fact that any structure Licenses/ would have a septic system, consuming a large area of the buildable space.The new sewer line Certifications will alleviate these drawbacks.The project involves a study of how much development could occur in the corridor,leading to more businesses and housing,and a larger population that might use the Professional Engineer:NY,CT commuter train to travel. Offices Held • Westchester County Hutchinson Valley Trunk Sewer Rehabilitation; Eastchester, NY: Principal- in-Charge responsible for leading design, permitting, and construction administration services for Westchester County Association; rehabilitation of the Hutchinson Valley Trunk Sewer line, which was originally constructed in the Board Member late 1930s and includes cast-iron pipe with push on joints. Solid Waste Association of North America (SWANA),NYS Chapter;Past-President • Private Client Water Damage Investigation;Mamaroneck, NY:Served as Principal-in-Charge for a water damage investigation at a condominium building in Mamaroneck, NY. • Westchester County Roof Replacements on Buildings at Various WRRFs; Various Locations, NY: Principal-in-Charge responsible for the replacement of various roof systems on County water resource recovery facilities (WRRFs).The existing roofs are in disrepair, including water ponding/ vegetation growth, deterioration, abandoned mechanical and electrical systems that require removal,broken skylights,and broken coping(metal and stone).The proposed roofing system is a Styrene Butadiene Styrene (SBS)white three-ply cold applied roofing system. • Westchester County Port Chester WRRF Storm Surge Wall; Port Chester, NY: Principal-in-Charge leading a feasibility study to determine the impacts and regulatory requirements, as well as the design constraints on a very crowded site.This effort is an extension of the Port Chester bulkhead repair project. • Westchester County Yonkers Joint WRRF Secondary System Rehabilitation;Yonkers,NY:Principal- in-Charge for rehabilitation of the Yonkers Joint WRRF,specifically upgrades to the Yonkers Joint WRRF secondary treatment systems.These include process water, plant water,aeration headers, and spray water systems. • Brookfield Water Pollution Control Authority; Brookfield, CT: Commissioner Engineer for a water pollution control authority(WPCA)responsible for all technical aspects of the town sewer system, feasibility studies, asset management, cost analyses, sewer system extensions, pumping station design,and construction monitoring. 3 Page 191 of 223 .. L.. _ i '711110 James J. Moran P.E. 91 Office Director illiA. k Mr. Moran is a civil engineer with more than 30 years of experience in municipal management. His experience includes leading major projects for the City of New Rochelle,City of Yonkers,New York City Department of Environmental Protection(NYCDEP►,and Verizon.Prior to joining H2M,Mr.Moran served as the Commissioner of the City of New Rochelle DPW,where he was responsible for managing an operating annual budget of$25 million,a$44 million capital budget,and staff of approximately 125 employees. s He served as administrator of all public works functions and operations,including engineering,street maintenance, storm and sanitary sewer systems, public buildings, sanitation collection, city vehicle fleet maintenance,traffic services,and right-of-way permitting. Selected project experience • City of New Rochelle Department of Public Works; New Rochelle,NY:As Commissioner/City Engineer, responsible for various improvement and maintenance projects.Responsibilities included: EducationIV • Reviewed and determined engineering completeness of all Planning Board submissions.Frequently made presentations to the City Council on design and construction projects. M.B.A.,Management; • Implemented the relocation of the bureaus of streets/highways,central garage,sanitation,and all Saint Thomas Aquinas College related equipment,while maintaining essential services. B.E.,Civil Engineering; • Led Sanitary Sewer Evaluation Studies (SSESs) for New Rochelle, Pelham Manor, Larchmont, Manhattan College and Mamaroneck. Created a GIS based system of the City's sanitary sewer system. Managed the individual municipalities'SSES applications and administration of NYS Environmental Facilities Licenses/ Corporation(EFC)water quality grant funding for rehabilitation and repairs. Certifications • Managed creation and operation of a GIS-based storm system inventory. Professional Engineer:NY • Initiated watershed drainage analysis projects related to the City's drainage system. • Managed the modeling and evaluation of the City's downtown to ensure capacity for the largest Memberships redevelopment in the City's history(over 7,000 new residents),which required more than three miles of sanitary sewer replacement and coordination of the relocation of underground private utilities National Society of Professional Engineers (gas,electric,water,telephone,and cable). Honors/Awards • City of Yonkers Engineering Department; Yonkers, NY: As Senior Professional Engineer, managed American Society of Civil Engineers all construction of private funded water main, sanitary and storm sewer, roadway improvements for Lower Hudson Valley Branch Engineer in the City. Reviewed and determined engineering completeness of all Planning Board submissions. Government Award(2018) Directly supervised field inspectors and ensured compliance with all City, County, State, and Federal requirements.This included small to large subdivisions as well as the Cross County Shopping Center redevelopment. Reviewed and approved all proposed water,sewer,stormwater drainage and roadway designs. This included the Ridge Hill mixed use development complex. Reviewed all planning board site plans and SEQRA documents for engineering completeness.Assisted the City's water and sewer divisions as well as parks department on scope and design of rehabilitation or improvement projects. Compiled and documented the City's sewer inflow/infiltration program annual reports. Directed t.v. inspection and sewer lining,as required. Developed and compiled the City's stormwater management annual report.As the City's Stormwater Management Officer, reviewed and approved all Stormwater Pollution Prevention Plans(SWPPPs)and ensured compliance. Ensured compliance with all provisions of NYSDEC SPDES permit for storm sewer system operation. • New York City Department of Environmental Protection Water and Sewer Operations Construction Division;New York City,NY:As Division Chief,managed the Water and Sewer Operations Construction Division. In addition to supervision of approximately 80 direct reports, responsibilities included management of the City-wide emergency water and sewer construction ($75 million annual budget), water and sewer connection permit inspections,sewer analysis,and trunk water main relocations and replacement(including the Staten Island Siphon Tunnel/$125 million project). • New York City Department of Environmental Protection Street Construction Projects; Bronx, NY:As Resident Enigneer,managed field inspectors during street construction projects ranging in value from $300,000 to$8 million.These projects included sewer main repair and lining,sewer replacement,catch basin modifications/additions,water main replacement,storm sewer installation,including ouffalls,and roadway improvements. • Verizon; Westchester County, NY: As Electronics Coordinator, project managed all field electronic equipment installation,turn-up, and acceptances for outside plant operations.This included all inside cabinets, pole and pad mounted cabinets, and above and below ground struures inaOT r' 23 southern Westches r County.Coordinated relocation of Verizon facilities for mu ciPaRroj Michael W. Keffer PE., LEED AP91 Senior Vice President, Director of Civil Engineering Mr.Keffer is a professional engineer with 35 years of civil engineering and land development experience. As Director of the Civil Engineering Division,he manages the civil engineering,structural engineering, land surveying,landscape architecture,environmental planning,and GIS practice areas within the firm. Mr. Keffer is also involved in site development projects from client interaction, site plans, municipal approvals,permitting,public hearing testimony,through construction. He works on a variety of private and public projects including commercial,residential,retail,municipal,hotel,fire and K-12 facilities. In addition,he is the technical coordinator of MS4 program for numerous local villages. He coordinates the - efforts of all involved disciplines,engineering design staff,and oversees project budgets and schedules. Mr.Keffer also assists as Village Engineer in the communities of Bayville,Lloyd Harbor,and Great Neck. In this role, he provides the technical review on site development applications for Village Boards' of Trustees,Planning Board,and Zoning Board. In addition,he represents these Boards as Village Engineer during public hearings. Education Selected project experience M.A.,Public Administration;George Mason University B.S.,Civil Engineering;Virginia Tech • Village of Great Neck;Great Neck,NY:Technical Coordinator responsible for developing watershed and stormwater outfall maps to meet GP-0-10-002 permit requirements through review of Village stormwater drainage system maps. Prepared Stormwater Management Program Plan and assisted in preparing Licenses/ MS4 Annual Report. Certifications • Village of Lloyd Harbor; Lloyd Harbor, NY:Technical Coordinator responsible for developing watershed Professional Engineer:NY,NJ,CT,VA and stormwater outfall maps to meet GP-0-10-002 permit requirements through review of Village LEED Accredited Professional,USGBC drainage maps and field reconnaissance. Prepared Stormwater Management Program Plan and represented Village during EPA audit of MS4 Program.Assisted in preparing MS4 Annual Report. Dale Carnegie Leadership Training for Managers • Stormwater Management Plan for Mastic Beach-Smith Point;Shirley,NY:Project Manager responsible Professional Liability Education Program, for managing stormwater analysis for an area encompassing approximately 2,800 acres within the DPIC Village of Mastic Beach and Smith Point of Shirley. This project was identified in the New York Rising Project Management Certification Community Reconstruction Plan (NYRCR) Plan dated March 2014 as part of the Governor's Office of Storm Recovery(GOSR).Stormwater models were developed using the SCS method to evaluate the Designated Plans Examiner capacity of existing drainage systems capacity to discharge runoff for a 10-yr, 24 hour storm event. Based on this analysis, recommendations to improve resiliency for the existing drainage systems and Memberships areas which frequently flood were developed which included pipe and structure upgrades, tide check valves, use of public land for stormwater storage,infiltration and green infrastructure measures where American Society of Civil Engineers feasible. Presentations • Villages of Plandome, Great Neck, Bayville, Farmingdale, Port Washington North, Lloyd Harbor, and Best Practices for a Successful NYSDEC Washingtonville; Long Island, NY: MS4 Stormwater Program Technical Coordinator responsible for audit of a Village MS4 Stormwater preparing and overseeing the MS4 Annual Report and Stormwater Management Program (SWMP) annually for local villages to comply with the New York State Department of Environmental Conservation Program. Nassau County Village Officials General Permit requirements. Association,October 2012 • Nassau County DPW,Post Avenue Emergency Repairs;Westbury,NY:Project Manager responsible for overseeing the field investigation,due diligence and engineering design to replace 4-24 inch diameter CMP pipes totaling 920 linear feet at the Long Island Railroad bridge crossing which was damaged by a historic rain storm event. • PSEG Long Island FEMA Hazard Mitigation Program; Long Island, NY: Permitting Technical Advisor responsible for providing technical guidance and information to design engineers preparing highway work permit applications to State, County, Town, and Village officials for underground electrical work within the public right-of-way. Conducted meetings with NYSDOT officials in presenting proposed underground circuits and facilitating approval of PERM32 permits. • Town of North Hempstead, Manhasset Valley Park; Manhasset, NY: Project Manager responsible for land surveying,civil engineering,architectural,structural and MEP services for major park improvements which include new lacrosse and baseball fields with stadium seating,playground,parking,walking trails, site lighting and comfort station facility. 5 Page 193 of 223 Matthew R. Mohlin RE. Vice President, Civil Engineering Department Manager Mr. Mohlin has more than 30 years of civil engineering experience. His responsibilities include the management of all civil engineering design projects. He also served as a project manager for multiple A . projects that include the analysis and design of roadways,parking lots,paving;site grading;drainage r . and sanitary systems, flood control systems, parks and recreational facilities, irrigation systems, r' bulkheads and docks, and the preparation of designs, site plans, specifications, and reports. He is I"-5 '. .{f Selected project experience • City of New Rochelle Pinebrook Watershed Drainage Analysis; New Rochelle and Mamaroneck, NY: Project Manager for a study of the Pinebrook watershed in New Rochelle and Mamaroneck, NY. A total of 36 known flooding issues have been identified throughout this watershed. The purpose of the study was to investigate known flooding and icing problems and develop solutions to address the flooding. Education • City of New Rochelle: Project Manager for the design of drainage improvements for a 100 acre watershed. The existing drainage system encompasses over 5,900 linear feet of storm drain pipe which B.S.,Civil Engineering; range in size from 12 to 66 inches in diameter including a 55 inch x 38 inch box culvert. Significant Polytechnic University flooding occurred during heavy rain events.Much of the existing pipe and infrastructure was undersized or structurally deficient. The improvements included replacement of most of the existing infrastructure Licenses/ with larger and hydraulically efficient piping systems. Certifications • DASNY: Project Engineer for a drainage study of the 7.2 square mile watershed surrounding the Professional Engineer:NY Meadowbrook corridor in the Freeport and Merrick area. The study included a desktop analysis of the entire watershed to evaluate several pilot projects identified under the NY Rising Community Memberships Reconstruction (NYRCR) Program under the Governor's Office of Storm Recovery (GOSR). Pilot P projects included green infrastructure along five streets, stream daylighting of Freeport Creek, and American Society of Civil Engineers modifications to Merrick Reservoir. American Public Works Association • Town of Hempstead: Project Manager for the evaluation of drainage improvements for the entire hamlet of Oceanside. The study included computer modeling of the drainage systems and other infrastructure Honors/Awards within a 3,500 acre area to address chronic flooding. Recommended improvements included increased pipe capacity, storm water pump stations, detention storage, road raising, tidal check valves, and American Society of Civil Engineers, bulkhead improvements. Student Chapter,Meritorious Service,1989 • Suffolk County Department of Public Works: Project Manager for the design of the replacement of two drainage culverts and modifications to the Northeast Branch of the Nissequogue River for the purpose of lowering groundwater elevations in the surrounding areas. Modifications to the river included removal of man-made sediment deposits and upland drainage improvements to prevent future deposition of sediment. The project also includes the evaluation of improvements to Miller Pond and Hallock Acres subdivision to alleviate flooding and high ground water conditions. • Town of Clarkstown: Project Manager for the design of a new 8 foot x 4 foot box culvert under Lake Nanuet Drive in Nanuet. The box culvert was warranted to alleviate flooding of Lake Nanuet Park. During Hurricane Irene, the flooding caused premature closure of the park's swimming pool. Work included preparation of drainage easements on private property and relocation of numerous utilities to accommodate the new culvert. • Nassau County Department of Public Works: Project Manager for drainage improvements to alleviate street flooding on Main Street in East Rockaway.The design included re-alignment of drainage pipes and reconstruction of several drainage structures. • Suffolk County Department of Public Works:Replacement of the spillway for the dam on Deer Lake. Project included the analysis of the 100-year flood and weir design for the spillway in accordance with NYSDEC guidelines for dam construction,and a steel sheeting design to eliminate leakage through the dam. • Town of Clarkstown: Project Manager for improvements to West Nyack Road. In connection with a streetscape project for West Nyack Road, Mr. Mohlin designed intersection improvements at Klein Avenue and West Nyack Way as well as two storm water detention ponds to alleviate flooding from a 200 acre watershed. 6 Page 194 of 223 111101 John J. Beatty RE. 91 Project Engineer I Mr.Beatty is a civil engineer with extensive experience in hydrologic and hydraulic design in Connecticut and New York. He also has substantial experience in the design of roadways,parking lots,site paving, and grading.Mr.Beatty is skilled in the use AutoCAD Civil 3D,Hydraflow,SewerGEMS,and Autodesk Storm and Sanitary Analysis.He uses his knowledge of these programs to coordinate with various disciplines, including mechanical,electrical,plumbing,and structural engineers,to locate critical design elements. His responsibilities include engineering design and the preparation of site plans, specifications, and reports. Mr. Beatty is also experienced in developing engineering feasibility studies for stormwater design related projects. Selected project experience • City of New Rochelle Pinebrook Basin Watershed Drainage Analysis; New Rochelle, NY: Project Engineer responsible for hydrologic and hydraulic modeling and analysis of the existing conditions of the Pinebrook drainage basin. The hydrologic/hydraulic analyses evaluated the 2-, 10-, 25-and 100- Education year storm events at the location of each drainage problem, and the hydraulic report identified and B.S.,Civil Engineering;University of categorized the drainage issues at each location which included lack of infrastructure, insufficient Connecticut infrastructure capacity, topography, and tidal action. After existing conditions were developed and evaluated, modifications to the existing infrastructure were proposed so that the City's infrastructure could pass 25-year storm events on local roads and the 50-year storm events on major roads. Licenses/ • University of Notre Dame Remick Family Hall;South Bend,IN:Performed hydrologic analysis of the site Certifications of a new hall on the University's campus,as well as the hydraulic analysis of a proposed stormwater Professional Engineer:CT system.Designed the underground utility services to support the building,including chilled and domestic water,fire protections,gas,storm and sanitary services,and electrical feeds.Responsible for designing site grading and developing the plan and profile of a new underground steam utility tunnel. • Trinity College Football Bleachers; Hartford, CT: Project Engineer for the installation of new bleachers and press box to match a recently renovated football field.The existing bleachers had to be demolished, as well as the existing pavement and hardscape. Designed the new stormwater infrastructure and site grading. Responsible for coordinating with mechanical, electrical, and plumbing engineers to identify and design underground electrical and telecommunication feeds and structures. Developed project specifications,performed site visits and created associated reports,reviewed submittals,and responded to requests for information(RFIs). • University of Massachusetts Amherst Worcester Dining Commons; Amherst, MA: Project Engineer for the civil component of a new 87,000-square-foot dining commons, including a new parking lot to supplement staff and student needs. Performed the pre- and post-hydrologic analysis of the new site, and hydraulic analysis of the proposed stormwater system. Designed an underground detention system capable of handling post-development peak flows,as well as the increase of impervious areas around the site. Responsible for the design of underground utility services necessary to support the building,including chilled and domestic water,fire protection,gas,storm and sanitary,and electrical and telecommunications. • Trinity College South Campus Utility Plant;Hartford,CT:Designed sanitary and stormwater infrastructure for a new South Campus Utility Plant to provide heating and cooling support for approximately 33%of the campus.A new underground chilled water and hot water supply and return system was installed from the utility plant to various dorm and classroom buildings throughout campus. Performed pre-and post- hydrologic analysis of site,which was an addition to an existing campus building.Designed site grading and the underground chilled and hot water service. 7 Page 195 of 223 ' 9 1 Sean P. Callahan PE., LEED AP 1 . 4. Associate, Senior Discipline Engineer ,r k Mr.Callahan is a professional engineer with more than 20 years of diversified civil engineering and land development experience. His responsibilities include civil engineering design for the reconstruction of roadways, storm drainage systems, stream restorations, and site development projects for various /� clients including local villages, schools, and private utility companies. Mr. Callahan has extensive tf 1. i experience with stormwater management projects. Typical responsibilities include: F Design of stormwater conveyance,detention,retention,and infiltration systems consistent �' with Federal EPA and NYS DEC Green Infrastructure regulations. I. • Stormwater modeling of large watersheds and municipal drainage systems utilizing Bentley SewerGEMS V8i software. • Analysis and design of municipal drainage systems. ii, • Assessment of storm damage to storm water management systems. Education Selected project experience B.S.,Civil Engineering;Lafayette College • Stormwater Management Plan for Mastic Beach-Smith Point;Shirley,NY: Project Engineer.Responsible Licenses/ for preparing the stormwater analysis for an area encompassing approximately 2,800 acres within the Certifications Village of Mastic Beach and Smith Point of Shirley. This project was identified in the New York Rising Community Reconstruction Plan (NYRCR) Plan dated March 2014 as part of the Governor's Office of Professional Engineer:NY,PA Storm Recovery(GOSR).Stormwater models were developed using the SCS method to evaluate the LEED Accredited Professional,USGBC capacity of existing drainage systems capacity to discharge runoff for a 10-yr, 24 hour storm event. OSHA 10-hour Construction Safety&Health Based on this analysis, recommendations to improve resiliency for the existing drainage systems and areas which frequently flood t were developed which included pipe and structure upgrades,tide check Project Management Training Program,H2M valves, use of public land for stormwater storage,infiltration and green infrastructure measures where H2M Mentoring Program Graduate,Mentee feasible. • Village of Patchogue Drainage Improvements; Patchogue, NY: Designed stormwater conveyance and water quality systems incorporating areas of porous concrete and underground infiltration systems in roadway areas prone to flooding during large storm events. • Suffolk County Department of Public Works: Assisted in the stormwater modeling of a 1,500-acre watershed area for the replacement of two drainage culverts as well as modifications to the Northeast Branch of the Nissequogue River and Millers Pond for the purpose of lowering groundwater elevations in the surrounding areas. Modifications to the river included removal of man-made sediment deposits and upland drainage improvements to prevent future deposition of sediment. • Town of Clarkstown Storm Drainage and Water Quality Improvements; Clarkstown, NY: Developed stormwater model to analyze a 125-acre watershed area for the design of new storm drain systems to replace multiple undersized culverts. Coordinated with NYS DEC to design constructed wetlands and flood storage areas to improve storm runoff water quality and alleviate flooding on nearby properties during large storm events. • Town of Clarkstown Storm Drainage System Improvements; Clarkstown, NY: Designed storm drain systems to replace existing undersized culverts in areas prone to flooding during major storm events. Designed temporary bypass systems to route the base flow of streams around respective project sites during construction.Developed construction drawings and technical specifications for the projects. • Mastic Volunteer Ambulance Company; Mastic, NY: Site design for a building addition and site renovation project at the existing Mastic Volunteer Ambulance Company headquarters located in the Hamlet of Mastic,Town of Brookhaven. The site design for this LEED project consisted of the layout of an expanded ADA-compliant parking facility,site grading and drainage,sizing a comprehensive network of dry wells to manage stormwater runoff rate,volume and water quality,the expansion of the on-site sanitary disposal system,erosion and sediment control. 8 Page 196 of 223 ..._.,_ .,. Pasquale J. lannone P.L.S. ., Assistant Vice President, Department Manager - Land Surveying e 4 Mr. lannone has 15 years experience in the land surveying profession and is the survey department / _ manager. His experience spans the public and private sector and has included civil/site engineering, f ,2 office project management and field surveying work. Mr. lannone has experience with GPS, total ,- station and conventional survey equipment as well as related software and AutoCAD programs. His .:f experience includes title surveys, ALTAIACSM land title surveys, topographic surevys, route surveys, •''', r �1 foundation stake out,steel layout,boundary determination and disputes,legal descriptions and utility/ / r/, �/ ./!/ f, ,lit' : ` `4l'1 access easement creation. He has extensive knowledge of boundary research using deed descriptions, tI p!I/1s /r/11 i;' / {1 +j,{ +' subdivision maps,final section maps and utilizing information provided in title reports. .�jj�� l/j lr r r I ',+`111��I1f;1i rjjJ jj1 {J ? /1 �'( �; Selected project experience • City of New Rochelle Pinebrook Watershed Analysis; New Rochelle and Mamaroneck, NY:Completed over 11,000 linear feet of topographic mapping for a drainage study and potential civil design to address Education drainage issues for the City of New Rochelle. B.S.,Physics;SUNY Cortland • Metro-North Penn Station Access; Bronx, NY: Project Manager working directly with HNTB to create acquisition maps for new train stations as part of the MTA Metro-North Railroad Penn Station Access. The project involved establishing property boundaries of over 150 properties throughout particular areas Licenses/ of the Bronx.These included but not limited to Oak AC Substation, Leggett Interlocking, Hunts Point Certifications Station, ParkchesterNan Nest Station,Morris Park Station,Co-Op City Station,and Eastchester Road Bridge. Work was completed with MTA Real Estate,HNTB design team,and real estate division.Sites Professional Land Surveyor:NY were selected for the creation of access easements, pile easements, and aerial easements to aid in the design and construction of new stations. Each easement created required title search and legal descriptions to file with the City as part of the acquisition. Memberships New York State Association of Professional • Somers Central School District High School New Sports Facilities; Lincolndale, NY: Completed Land Surveyors topographic mapping of 38 acres at Somers High School. The mapping was required for the anticipated National Society of Professional Land design and construction of new sports facilities and included subsurface utilities,spot elevations with a Surveyors one foot contour interval,existing buildings,existing sports fields,walkways,fences,trees and plantings, and asphalt parking fields with parking stalls included.In addition,a boundary survey is being completed Nassau-Suffolk Civil Engineers,Inc. for the 131 acres of school property. • Town of New Castle Water Main Replacement; New Castle, NY: Project Manager coordinating field crews and utility mark out for the surveying and mapping of over 3,100 linear feet of roadways as part of the upgrade and replacement of water mains for the Town of New Castle. • Key Capture Energy Shoreham Battery Energy Storage; Shoreham, NY: Project Manager for the topographic mapping of eight acres at the Shoreham Nuclear Power Plant as part of the installation of battery storage facilities and underground utilities. • Town of Oyster Bay Crescent Road; Bethpage, NY: Project Manager for 1,900 linear feet of roadway reconstruction. Initial survey work was completed at 25 foot cross sections locating all underground utilities,drainage structures and piping,centerline of roadway,concrete gutter,top and bottom of curb elevations,front and back of walkway and any additional structures in the right of way for redesign and construction. • Bridgehampton School District; Bridgehampton, NY:Completed a boundary survey to establish control throughout the site.Completed construction layout for the new parking lot located adjacent to the school. Offset dimensions were provided as well as cut and fill elevations for the new curbs and drainage structures. • Cordwood Path;Nissequogue,NY:Completed topographic mapping of 2,500 linear feet of existing right of way at 25 foot cross sections. Property boundaries were established for the entire existing roadway to add in the civil design to install new utilities to service the existing dwellings. • Town of Oyster Bay Pirates Cove;Massapequa, NY: Project Manager for 2,000 linear feet of roadway for drainage design.The area is a small island with access by bridge. Due to issues with the roadway always flooding,located all structures including street elevations,curb,walkways,driveways,plantings, trees,drainage structures and piping,existing utilities,walls,porches,front of existing dwellings,garage floor elevations,finished floor elevations and all outfall pipes.All the information was used to design a new raised roadway to reduce the flooding without allowing rainfall to flood onto any of the adjacent properties. 9 Page 197 of 223 • Christopher M. Kobos PMP 91 _ I 'V1 Associate, Director of GIS Services Mr.Kobos is a GIS professional with more than 20 years of experience providing technical guidance and project management of municipal and private sector GIS technology projects.In his role,he has technical direction over a group of GIS analysts and specialists and is responsible for the continued development and maintenance of technical competencies with industry standard GIS software,cloud platforms,and software required for successful GIS solution delivery. In addition,Mr.Kobos communicates directly with clients and coordinate with the H2M corporate division and market leader with the goal of integrating GIS practices and techniques into the primary technical functions of the firm. His extensive experience 1111 serving private clients and all levels of municipal government, lends itself to a unique perspective on the client business needs and most appropriate procedures for delivering high quality, effective • consulting products and services. Selected project experience Education • City of New Rochelle Pinebrook Watershed Drainage Analysis; New Rochelle and Mamaroneck,NY: Managed GIS efforts for a study of the Pinebrook watershed in New Rochelle and Mamaroneck, NY. B.A.,Environmental Geography; Reviewed the drainage structures and pipes for approximately 10 known trouble areas.Coordinated Colgate University with internal survey staff to convert and transpose field survey data from CAD to GIS. Updated the invert and rim elevation attributes of drainage structures, and cross referenced field survey data to Licenses/ confirm the location of drainage infrastructure. Certifications • Stormwater Consortium of Rockland County (SCRC) MS4 Mapping; Rockland County, NY: Project Project Management Professional Manager for the Stormwater Consortium of Rockland County's Water Quality Improvement Project (WQIP) grant-funded MS4 mapping project. Responsible for coordinating with the client, Cornell ArcGIS I Authorized Trainer Cooperative Extension,and the SCRC's 23 consortium member communities. Additionally,manages data assembly, conversion, and consolidation efforts, as well as overall project budget, resources allocation,and overall client satisfaction. Memberships Long Island GIS • Incorporated Village of Garden City GIS Program Management; Garden City, NY: Serving as the Village's primary GIS consultant since 2003, continues to manage the development of the Village's Project Management Institute GIS Server database,online,and mobile applications. Significant efforts over the years include the creation and management of thousands of Village assets in GIS, including streetlights, signs, and pavement. Manages the systems integration between GIS and the Village's Tyler Technologies Publications permitting system, as well as the ongoing training and mentoring of Village staff. Multiple online and mobile applications have been deployed for Village staff, including a property lookup for Village "GIS May Be Key To The Future Of Emergency accounts,tax lot and corresponding County tax parcels number,a GPS-enabled mobile water valve Response",Firehouse Magazine,2021 sheet lookup,and a tablet-based tree inventory application for recording and managing significant tree damage after storms. The development of the Village's GIS has improved communication between staff and enabled them to access critical information more efficiently while in the office and in the field. • Town of North Hempstead GIS Support; North Hempstead, NY: Managing GIS integrations, data conversion and migration, and application development to support improved data tracking and storage for the Town of North Hempstead. Coordinating inter-departmental GIS efforts to improve existing online and mobile applications and create new ones for more efficient data tracking. Efforts include development of several online maps,including a pavement assessment data lookup,resident lookup for pool entry,Town Council District map,town parks with directions,and NYSDEC-mandated outfall inspection status. • Incorporated Village of Sands Point GIS Program Management; Sands Point, NY: Project Manager for the creation of a comprehensive Village GIS database for water distribution systems, zoning, village club infrastructure, street signage, roadway ownership, and boat docks. Provides guidance and user training on ArcGIS,the Village's online mapping environment. • Town of Oyster Bay GIS Program; Oyster Bay, NY: Managed all aspects of the Town's GIS program, including coordination and lead of monthly GIS committee meetings, business needs assessment, budgeting,resource allocation,overall GIS program quality management,and client satisfaction. 10 Page 198 of 223 00. Melisa Ennella GISP 91 Senior GIS Specialist ° Ms. Ennella is a Geographic Information System (GIS) specialist responsible for the development and maintenance of GIS that provides water districts,wastewater facilities and villages with digital maps that provide an accurate and up-to-date representation of the in-field conditions throughout their boundaries. In addition,she is responsible for constructing user-friendly intranet systems that provide water supply and wastewater facilities with an organized database of essential information,manuals and maps at the click of a mouse. - Selected project experience • Various Clients:Assists various clients in mapping service line material to meet the USE PA approved revisions to the Lead and Copper Rule. Services include creating a material inventory data schema, record review, scanning and linking of historic documents, inspection form creation in Survey 123, resident self-inspection form creation in Survey 123, ArcGIS Online Dashboard creation, and data Education analysis.When the inventories are complete,a public web map will be created for increased visibility. M.S.,Environmental Science; • Hicksville Water District,South Farmingdale Water District,Greenlawn Water District,South Huntington Long Island University at C.W.Post Water District and Riverhead Sewer District Asset Management: Development of an IE-based Asset B.S.,Environmental Science;State Management System for easy access to O&M manuals and other relevant records. This is a user- University of New York at Binghamton friendly system providing for an expanse of data that can be accessed through the District's network. • West Hempstead, Greenlawn, Dix Hills, Plainview, South Farmingdale, Bethpage, Saint James, and Licenses/ Manhasset-Lakeville Water Districts GIS Development: Design, setup and development of water Certifications utility GIS. GIS data sets created and maintained include water mains, valve, hydrants, plant sites, well locations,etc.overlaid with land base data such as tax parcels, roads, buildings,etc.The GIS is Certified Geographic Information System used by each district for various purposes such as improving their operational capabilities,linking with Professional,GISCI accounting software,tracking of maintenance information such as main breaks,leaks,complaints,etc. Memberships • Stormwater Consortium of Rockland County's WQIP Grant-Funded MS4 Mapping: Developed cloud- based GIS solution to consolidate data for 23 consortium member communities.The mobile solution LIGIS-Long Island Geographic Systems allows the members to collect and maintain MS4 data points and fill out ORI forms in the field that can User Group later be printed and submitted. NYS GIS Association • Borough of Sea Girt, Borough of Ringwood,and Borough of Spring Lake Heights:Assisted in creating GISMO-NYC Geospatial Information a consolidated GIS database for the Borough's water infrastructure assets and associated asset Systems and Mapping Organization maintenance to adhere to WQAA standards. • Hicksville Water District: Digitized the District's SWAP areas for each well location as well as mapped Articles/Papers potential contamination sites within the District to assist in determining potential contamination sources. Smart Planning Eases Implementation of • LICAP Groundwater Management Plan: Facilitated in determining the approximate number of private Useful Computer Technology.Talk of the wells throughout Suffolk County for planning purposes,which enabled H2M to determine the approximate Towns,March/April 2010 cost to build infrastructure required to connect private wells to public water systems. Utilizing Geographic Information Systems • Huntington and Oyster Bay Sewer District GIS Development: Design, setup, and development of to Analyze Suffolk County Groundwater wastewater utility GIS data sets,including sewer pipe,force mains,and manholes.Pipe installation date, Contamination. Long Island University C.W. pipe material and length are also available which allows for fast and simple record keeping and viewing. Post Library,May 2005 • Greenlawn Water District, Bethpage Water District and South Farmingdale Mobile GIS Solution: Maintain and update the District's ArcGIS Online map,which allow for access to infrastructure data and supporting documents in the field.The system uses the District's existing GIS data and allows the users to track water system maintenance information,geo-tag photos,review field operations from the office. • Borough of Washington Capacity Study: Utilized GIS to provide a capacity in order to assess the wastewater treatment capacity needed to accommodate existing and future development in the Borough. Page 199 of 223 NATIONAL WATER RESUME MAIN CLEANING A Carylorr Cruxr(+rru] NAME: Greg Bellamy COMPANY: National Water Main Cleaning Company, Newark, NJ START DATE: January 26, 2004 CURRENT POSITION: Municipal Services Assistant Superintendent DUTIES: Responsible for: 1)Implementing On-Site Health and Safety Plan; 2) Schedule Daily Activities for Crews; 3)Issue appropriate PPE for job assignments; 4) Coordinate field activities with Engineer; 5) Acquire necessary work permits; 6) Communicate with Project Manager daily on job progress; 7) Customer Relations; 8) Quality of Service; 9) Training of employees in correct use of various equipment to company policy; 10)Upkeep and maintenance of Video Inspection Equipment; 11) Verifying final product being supplied to customer is up to company quality standards. SIGNIFICANT PROJECTS SUPERVISED AND/OR PARTICIPATED IN: Previously: New York City DEP, Contract TV-13 Responsible for cleaning and video inspecting various sized sewers in all 5 boroughs. Coordinated field activities with City Inspector. Several thousand feet linear feet. Contact: Greg Tamarin: 718-595-4217 New York, NY (2007-2010): Contact: NEW YORK CITY DEPARTMENT OF ENVIRONMENTAL PROTECTION Ronald Lochan, P. E rlochan@dep.nyc.gov 96-05 Horace Harding Expressway, 2nd Floor Corona, NY 11368-5107 Office:(718) 595-4724; Fax: (718) 595-4916 PSS-266: Intercepting Sewer Condition Assessment Short Pipes, Bronx, NY: Sonar/TV Inspection of 560,900 linear feet of Intercepting Sewers ranging from 36"-200" in the Bronx, NY. PSS-267: Intercepting Sewer Condition Assessment TV/Sonar, Citywide: Sonar/TV Inspection of 94,500 linear feet of Intercepting Sewers ranging from 36"-200" in New York City, NY. 12 Page 200 of 223 JERSEY CITY MUNICIPAL UTILITIES AUTHORITY Northwest Interceptor Cleaning & Sonar/TV Inspection (2008-2009): Cleaning & Sonar/TV Inspection of 24,255 linear feet of 18"-84" drainage, Regulator Lines and Siphons. Rehabilitate approx.90 Manholes, Contact: Mayo Lynch& Associates, Inc Seamus Cunningham scunn@mlalc.biz 333 Meadowland Parkway Secaucus, New Jersey 07094 Office: (201) 866-9583 Fax (201) 866-7395 Northeast Interceptor Cleaning and Inspection Contract No. NEW-2009-10 (2010-2012): Cleaning & Sonar/TV Inspection of 1,500 linear feet of 18"-84" drainage, Regulator Lines and Siphons. Rehabilitate approx.90 Manholes. Contact: Rich Haytus r.haytas@jcmua.com 555 Route #440 Jersey City, New Jersey 07305 Office: (201) 432-1150 New York City DEP, Contract TV-10 and TV11 Responsible for cleaning and TV inspection of various sized sewers in all 5 boroughs. Coordinated field activities with City Inspector. Several thousand feet linear feet. 13 Page 201 of 223 NATIONAL WATER MAIN CLEANING Ralph DeJesus A Cai-vlon CfM1141H] Project Manager/Superintendent National Water Main Cleaning Company, Kearny, New Jersey START DATE: August 2002 - Present RESPONSIBILITIES: • Conduct Project/Job Surveys • Generate Project Proposals • Cost Estimation of Projects • Project Start-Up • Manage and Supervise Projects • Locate Underground Utilities • Personnel Training on Cleaning, TV Operations, Vacuuming Large Diameter Sewers, and PACP TV Inspection RELEVANT PROJECTS IN THE PAST 5 YEARS: Improvement of Flow Capacity to Fresh Creek CSO-26th Ward's WPCP Drainage Area: Managed all aspects for the removal of 16,500 tons of debris from large diameter sewers in Brooklyn, NY using heavy equipment, jet rodders, clam shells and vacuum trucks. New York City Department of Environmental Protection Contracts TL-16, TV-14, TV-16, SCTV-13, SCTV-14, SCTV-16, 1413, 1417, 1418, SC-101, AHC17-RK, AHC17-MQX: Worked as an operating foreman for cleaning, televising, catch basin cleaning, and equipment minor repair and maintenance throughout all 5 Boroughs. New Jersey Department of Transportation Contracts—Federal, South, North, Central: Cleaning and restoration contract worked as an operating foreman for cleaning, televising, and equipment minor repair and maintenance. This included hydraulic cleaning, clam shell cleaning, catch basin cleaning, televising, ditch excavation as well as traffic safety. New York City Department of Environmental Protection Contracts: PS-266 &PS-267 Sonar and CCTV inspection of pipe segments. Approximately 900,000 linear feet of thirty-six (36) inch to sixteen (16) foot diameter pipes inspected. New York City Department of Design and Construction(NYCDDC) Contracts: SETVDDC15, SETVDDC13, SETVDDC11: Cleaning, Television Inspection and Digital Audio-Visual Recording of Sewers throughout all 5 Boroughs SPECIAL TRAINING& CERTIFICATION: • 40 Hour Hazardous Waste Operation & Emergency Response Certificate • 8 Hour Hazwoper Refresher Training 1-30-2010 • 8 Hour Hazwoper Supervisor 1-29-2010 • 30 Hour OSHA Construction Safety And Health 4-15-2010 • 10 Hour OSHA Construction Safety And Health 5-5-2007 • Traffic Control Coordinator • Traffic Control Coordinator Refresher 11-13-2015 • Traffic Control Coordinator Refresher • MACP/PACP/LACP Certified 9-2004 • Adult CPR & AED • Basic First Aid • Con-tech Certified Maintenance Provider 14 Page 202 of 223 TAB4 Page 203 of 223 ICELEBRATING architectsrAvenue,engineers 2700 Westcheste Ste 415 YEARS Purchase.NY 10577 I 'el 914,358.5623 Town of Mamaroneck Comprehensive Drainage Evaluation and Storm Sewer Improvement Recommendations Fee Proposal Task H2M Fees Subcontractor Total Fees Task 1: Mapping Existing Drainage $65,800 $168,000 $233,800 System and Data Collection (Includes $168,000 allowance for CCTV inspection of 30,000 linear feet of drainage pipes) Task 2: Watershed Development and $26,500 - $26,500 Analysis Task 3: Hydraulic Modeling and Review $81,000 - $81,000 of Findings Task 4: Final Recommendations and $26,000 - $26,000 Conceptual Design Total $199,300 $168,000 $367,300 Additional Costs for CCTV Inspection: • CCTV Inspection of Entire Town Drainage System (245,000 linear feet): $1,760,000 (estimated fee) • Pipe Cleaning (Approximately 700 to 1,000 feet per day production): $4,900 per day (with Jet-Vac) H2M Architects, Engineers,Land Surveying and Landscape Architecture, DPC(NY)offers its services in NY only H2M Architects& Engineers, Inc. (NJ) offers its services in NJ, DE,CT, FL, LA,MA, PA,VA only H2M Associates, Inc. (NJ)offers its engineering, land surveying,landscape architecture services in NJ only r�Fmyr�H2M will provide appropriately licensed staff for this project-see Staffing Plan for details. Page 2O42o 223 TAB5 Page 205 of 223 Client#: 242953 H2MARCH ACORDTr, DATE(MM/DD/YYYY)CERTIFICATE OF LIABILITY INSURANCE 12/22/2022 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer any rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Rebecca Egan Edgewood Partners Ins. Center PHONE 770-670-5355 FAX (A/C,3780 Mansell Rd. Suite 370 E-MAILo,Ext): (A/C,No): ADDRESS: rebecca.egan@greyling.com Alpharetta, GA 30022 INSURER(S)AFFORDING COVERAGE NAIC# INSURERA:Hartford Underwriters Insurance Company 30104 INSURED INSURER B:Hartford Casualty Insurance Company 29424 H2M Architects, Engineers, Land Markel American Insurance Company INSURER C: P Y 28932 Architecture,D.P.C.; 538 Broad Hollow Sentinel Insurance Company,INSURERD: P y,Ltd. 11000 Road,4th Floor East Melville, NY 11747 INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: 23-24 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE INSR WVD POLICY NUMBER POLICY EFF POLICY EXP/Y LIMITS (MM/DD/YYYY) (MM/DDYYY) A X COMMERCIAL GENERAL LIABILITY 20UUGAU9233 01/01/2023 01/01/2024 EACH OCCURRENCE $1,000,000 D CLAIMS-MADE X OCCUR PREMISESO(Ea occurrence) $1,000,000 MED EXP(Any one person) $10,000 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 POLICY X PR - POLICY X LOC PRODUCTS-COMP/OPAGG $2,000,000 OTHER: $ D AUTOMOBILE LIABILITY 20UEGAU7896 01/01/2023 01/01/2024 Ea COMBaccident)ident) $NGLE LIMIT 1,000�000 ( X ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS X AUTOS ONLY X NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY (Per accident) B X UMBRELLA LIAB X OCCUR 20XHGYH2145 01/01/2023 01/01/2024 EACH OCCURRENCE $5,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $5,000,000 DED X RETENTION$10,000 $ B WORKERS COMPENSATION 20WBGAT3285 01/01/2023 01/01/2024 X MUTE EMPLOYERS'LIABILITY STATUTE ER Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? N N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 C Professional MKLM7PL0002380 01/01/2023 01/01/2024 Per Claim$1,000,000 Liability Aggregate$1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION For Proposal Purposes OnlySHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE P p THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) 1 of 1 The ACORD name and logo are registered marks of ACORD Page 206 of 223 #55094791/M5094517 REG01 architecture mep civil + site engineering g construction environmental services structural engineering interior design sustainable design corrosion consulting water resources engineering m a i n mapping interior - r services des rkik t ' -1w xandsca e rem . 4k kipi �� -'me civil � „, _ 7t , , section t. , i 44 * 110 I gis water g: i l,�'� � __ la n n i n w. q mapping n -4� __ - ,:1 site civil pp g _ �=� r �'J services - , - Y = surveying corrosion :----- structural tannin4consultingp g development construction environmental landscape architecture designcommunity inspection services sustainable reresource5, Building communities structural since 1933 wastewaterr h2mcom enr r Page 207 of 223 fi *corporate capablGtles 8? 411 t rn z Town of Mamaroneck I- ! Town Center Faurso[ e:, 740 West Boston Post Road, Mamaroneck, NY 10543-3353 OFFICE OF THE TOWN ADMINISTRATOR TEL: (914) 381-7810 FAX: (914) 381-7809 mrob son@townofmamaroneckNY.org To: Supervisor and Town Board From: Meredith S. Robson, Town Administrator CC: Jill Fisher, Superintendant of Recreation Re: Permit Renewal Package for Food Service Establishment Owners and Operators -Meals on Wheels Date: September 15, 2023 Attached is a Westchester County Department of Health "Renewal Application for a Permit to Operate" that is required to continue to provide the Meals on Wheels Program operated at the Senior Center. The current permit to operate these food services is expiring and requires submission of a renewal application and completion of the attached certificate of resolution for authorization by the Town Board. Action Requested: Resolved that the Town Board hereby authorizes Town Administrator,Meredith S.Robson to execute and deliver to Westchester County Department of Health, for and on behalf of the Town, and application for: Meals on Wheels - Town of Mamaroneck/Village of Mamaroneck/Village of Larchmont and, further, to execute and deliver any and all additional documents which may be appropriate or desirable in Connection therewith. Attachment/s: Print Renewal Package for Food Service Establishment Owners and Operators Page 208 of 223 Westchester govcorn George Latimer County Executive Sherlita Antler,:1I.1) Commissioner of Health PERMIT RENEWAL PACKAGE FOR FOOD SERVICE ESTABLISHMENT OWNERS AND OPERATORS Applications that are received after the permit expiration date will incur a 1100.00 late fee. Operators may be subject to closure and legal action with fines for operating without a valid permit. Please be advised that your permit to operate a food service establishment expires soon. According to provisions of Section 873.301 of the Westchester County Sanitary Code, applications must be received not later than 60 days prior to the date of expiration. In order for you to continue to operate your business, you are required to do the following: 1. Submit your "Renewal Application for a Permit to Operate" Answer all questions, and do not leave anything blank. An email address is required as all inspection reports are generated via email. Be sure to date and sign application. Please do not detach or attempt to reassemble the forms for any reason as this will delay processing. Change any information that is incorrect. Note: If the owner's name that appears on the Renewal Application is not yours, or if ownership has changed even if by "name" only, you cannot use this form. 2. Proof of Worker's Compensation/Disability Insurance: ACCORD FORM NOT ACCEPTED SEE PAGE 2 OF THE RENEWAL APPLICATION FOR ACCEPTABLE FORMS. Any questions concerning the forms or procedure should be directed to the local NYS Workers' Comp Board Office or the Bureau of Compliance, NYS Workers' Comp Board at 518-486-6307. If you do not provide Worker's Compensation or Disability Insurance, you are required to submit Form CE-200, which can be done online at www.wcb.ny.qov. 3. Corporate Ownership If ownership of the business is a corporation, you must file the enclosed "Certificate of Resolution". The person who signs the Renewal Application must be the same person named and authorized in the Certificate of Resolution. The corporate seal must be affixed to the document. If your corporate officers have changed since you last filed your application, submit a list of names and addresses of the new corporate officers. 4. Source of Food Supply Form and Food Managers Certification Course Answer questions concerning your major food suppliers and the Food Managers Certification Course. The Westchester County Sanitary Code mandates that all operators of food service establishments attend an approved Food Managers Course and re-certify every five (5) years. If you have any questions concerning this requirement, contact your Regional Office. (over) Department of I lealth 25 Moore Avenue Mount Kisco. New York 10:i49 'Telephone: (914)81:3-5000 Fax: (914)813.59 1 Page 209 of 223 5. Food Allergen Certification Course — REQUIRED As per Westchester County Code of Ordinances Chapter 541 — Food Allergy Restaurant Safety 541.21(b)An owner or operator of a food service establishment that offers seating for on premises food consumption shall designate no fewer than one employee in the front of the establishment and one employee in the back of the establishment as food safety officers during hours of operation who shall complete a food allergen training program approved by the Commissioner.An owner or operator of a food service establishment that does not offer seating for on premises food consumption shall designate no fewer than one employee in the establishment as a food safety officer during hours of operation who shall complete a food allergen training program approved by the Commissioner. Recertification shall be required at regular intervals as determined by the Commissioner. 6. A�,elication Fee Every application for a permit shall be accompanied by a NON-REFUNDABLE application fee as specified on the renewal- see "Total Fee Due" printed on Renewal Application for a Permit to Operate. Payment can be made in the form of Check OR Money Order OR Credit Card with the enclosed authorization form. Cash Payments are NOT Accepted Please make checks or money orders payable to: WESTCHESTER COUNTY HEALTH DEPARTMENT BE SURE APPLICATIONS ARE COMPLETE, SUBMIT ALL REQUIRED PAPERS PROMPTLY TO AVOID DELAY Return the completed application and all Supporting documents to: Westchester County Health Department Bureau of Public Health Protection 25 Moore Avenue Mount Kisco, NY 10549 (914) 864-7330 Page 210 of 223 Permit to Operate Westchester County Department of Health Renewal Application Business/Location Information (Please modify only if information has changed.) Business Name MEALS ON WHEELS- T. MAMA./V. MAMA /V I C gC+1 Facility Code:01-M093-A Address 740 WEST BOSTON POST ROAD Business Phone (914)381-7865 MAMARONECK,NY 10543 Business Fax ( ) - Location Village of MAMARONECK _ Business Website County WESTCHESTER Business Email anowlin-downey@townofmamaroneckNY.org Mail To Permit Number 01-M093-A THE TOWN OF MAMARONECK ATTN: RECREATION DEPARTMENT Permit Expiration Date 740 W. BOSTON POST RD. November 30, 2023 MAMARONECK, NY 10543- Fee Exempt Permitted MEALS ON WHEELS -T. MAMA./V. MAMA. /V. LARCH. Operation ID: 687265 Operation SOFA Food Service-SOFA Prep Site-State Office for the Aging In Operation: • Year-Round O Seasonal If Seasonal: Expected Opening Date Expected Closing Date Month/Day Month/Day Capacity: Seats Days/Hours of Operation: Permit Applicant Information (Please modify only if information has changed.) Legal Operator or Operating Corporation: THE TOWN OF MAMARONECK Person in Charge TOWN ADMINISTRATOR MEREDITH ROBSON Title First M.I. Last Address ATTN: RECREATION DEPARTMENT 740 W. BOSTON POST RD. City,State,Zip MAMARONECK NY 10543- Primary Phone (914)381-7810 Ext ❑ Cell Fax (914)381-7809 Emergency Contact ❑ Other Phone (914)381-7865 Ext ❑ Cell E-mail MROBSON@townofmamaroneckny.org Location Owner: THE TOWN OF MAMARONECK Address ATTN: RECREATION DEPARTMENT 740 W.BOSTON POST RD. City,State,Zip MAMARONECK NY 10543- Primary Phone (914)381-7810 Ext ❑ Cell Fax (914)381-7809 Emergency Contact ❑ Other Phone (914)381-7865 Ext ❑ Cell E-mail MROBSON©townofmamaroneckny.org Page 1 of 2 Facility Name/Code: MEALS ON WHEELS-T.MAMA./V.MAMA 01-M093-A (rev 4/13) Page 211 of 223 Permit to Operate Westchester County Department of Health Renewal Application Workers'Compensation and Disability Insurance Submit copies of the following documentation with the application to document compliance with the Worker's Compensation Law: A.Workers Compensation and Disability Insurance Coverage is PROVIDED Workers Compensation Form C-105.2—Certificate of Worker's Compensation Insurance OR Form U-26.3—Certificate of Workers'Compensation Insurance OR Form SI-12—Certificate of Workers'Compensation Self-Insurance OR GSI—105.2—Certificate of Participation in Workers'Compensation Group Self-Insurance AND Disability Benefits DB-120.1 -Certificate of Disability Benefits OR Form DB-155—Certificate of Disability Benefits Self-Insurance B.Workers Compensation and Disability Insurance Coverage is NOT PROVIDED Form CE-200—Certificate of Attestation of Exemption from NYS Workers'Compensation and/or Disability Benefits Coverage Return Completed Application Please return completed application to: Westchester County Department of Health Make checks payable to"Westchester Mount Kisco Central Office County Department of Health" and 25 Moore Avenue include the permit number. Mount Kisco NY 10549 (914) 864-7330 Fax: (914) 813-5970 Signature of Individual Operator or Authorized Official(Entire section must be completed by all applicants.) I would like to receive irprmation and official correspondence related to this permit at the email address below: (Yeti No_) I.4-1cktr @4wvN afm4Lrvar/SeCn. "Operation without a valid permit is a violation of New York State Law and/or State Sanitary Code." Signature Print Name %leif% 'K _ Title ` % -a►-s[til in + Date 9 f(33 FOR OFFICE USE ONLY Permit issuance recommended? ❑Yes FIND Permit Effective Date Permit Expiration Date Conditions of approval Signature Title Date Page 2 of 2 Facility Name/Code: MEALS ON WHEELS-T.MAMA./V.MAMA 01-M093-A (rev 4/13) Page 212 of 223 WESTCHESTER COUNTY DEPARTMENT OF HEALTH BUREAU OF PUBLIC HEALTH PROTECTION Supplement to be Completed as Part of the Application SOURCE OF FOOD SUPPLY ITEM FIRM ADDRESS CITY, STATE MEAT 9 C , OP-7...avt 9-(471' 2-s-17 Oiltime,mte.k ()we, u mo-n ne dc,kl FISH DAIRY PRODUCTS CANNED PRODUCTS BEVERAGES OTHER SERVSAFE FOOD MANAGERS COURSE (HAVE YOU TAKEN THE SERVSAFE FOOD MANAGER$ CQURS : E 'ES 0 NO NAME OF CERTIFIED INDIVIDUAL: 4110A NO&Il ig ) COURSE CERTIFICATION DATE: 1-13- a0a3 COURSE CERTIFICATE NUMBER: at3135(n5O SERVSAFE FOOD ALLERGEN CERTIFICATION — REQUIRED DO YOU HAVE FOOD ALLERGEN CERTIFIED STAFF: DYES D NO NUMBER OF CERTIFIED STAFF: _ COURSE CERTIFICATION DATES: COURSE CERTIFICATE NUMBERS: Page 213 of 223 CERTIFICATE OF RESOLUTION FOR AUTHORIZATION The undersigned, of Name of Corporation _ , a corporation Duly organized and validly existing under the laws of(State) Hereby certifies that the following resolution was duly adopted by the Board of Directors, of said Corporation at a meeting duly called and held on the day of 20 Be it resolved that the Board of Directors, or President, if there is no Board of Directors, of(Name of Corporation With Offices at: Hereby authorized(Name if person authorized): To execute and deliver to the Westchester County Department of Health, for and on behalf of said Corporation,and application for: To execute and deliver any and all additional documents which may be appropriate or desirable in Connection therewith. The undersigned further certifies that said resolution has not been revoked, rescinded or modified and remains in full force and effect on the date hereof. In WITNESS WHEREOF, the undersigned has duly executed this certificate on this day of . 20__ OFFICER'S SIGNATURE: Affix Corporate Seal TITLE: ACKNOWLEDGEMENT STATE OF l COUNTY OF ): ss: One this_ day of _, 20 , before me personally came____ to me known,and known to me to be the of the corporation referred to in the within Certificate of Resolution, who being by duly sworn did depose and say that (s)he is of said corporation and that(s)he signed his/her name thereto. Notary Public County Rev.3/2017 Page 214 of 223 • Westchester govcom George Latimer :.: Executive Ander.All) Commissioner of Health Credit Card Payment Authorization Form Sign and complete this form to authorize The Westchester County Department of I Icalth to make a one-time charge to your credit card listed below. By signing this form, you give this department permission to debit your account for the amount indicated, on or after the date this form is submitted to The Westchester County Department of Health. Please Complete the Information Below By signing below, I, , authorize the Westchester County Department of I Icalth to charge my credit card account indicated below for the amount of , for the fees associated with the permit to operate ai . I understand this is a non-refundable fee and if my application is found deficient or questionable in any way, it will cause a delay in the permit approval process. Account Type: QVisaQMasterCardQAMEXQDiscover Print Cardholder Name (as it appears on card): Account Number: Security Code: Expiration Date: Account Billing Zip Code: CARDHOLDER SIGNATURE: DATE: Cardholder acknowledges receipt of goods and/or services in the amount indicated above and agrees to perform the obligations set forth in the cardholder's agreement with the respective issuer. Reset Form Department of Ilealdi Bureau of Public I lealth Protection 25\bore.Avenue.2"'Floor Telephone:191-4)M64-330 Fax:191-1)813-4281 Inuit Ki.;eo. NY 10.549 1. REC1IZLE Page 215 of 223 c 47 1.7 Town of Mamaroneck 6- Town Center FOUNDED 1661 740 West Boston Post Road, Mamaroneck, NY 10543-3353 OFFICE OF THE TOWN ADMINISTRATOR TEL: (914) 381-7810 FAX: (914) 381-7809 mrob son@townofmamaroneckNY.org To: Supervisor and Town Board From: Meredith S. Robson, Town Administrator Re: Permit Renewal Package for Food Service Establishment Owners and Operators - Senior Nutrition Program Date: September 15, 2023 Attached is a Westchester County Department of Health"Renewal Application for a Permit to Operate" that is required to continue to provide the Senior Nutrition Program held at the Senior Center. The current permit to operate these food services is expiring and requires submission of a renewal application and completion of the attached certificate of resolution for authorization by the Town Board. Action Requested: Resolved that the Town Board hereby authorizes Town Administrator Meredith S.Robson to execute and deliver to Westchester County Department of Health, for and on behalf of the Town, and application for: Town of Mamaroneck Senior Nutrition Program and, further,to execute and deliver any and all additional documents which may be appropriate or desirable in Connection therewith. Attachment/s: Print Renewal Package for Food Service Establishment Owners and Operators 2 Page 216 of 223 \\Testchestei gm:corn George Latimer County Executive Sherlita Amler.M.1). t'onssat i= D n-r of Fle:i h h PERMIT RENEWAL PACKAGE FOR FOOD SERVICE ESTABLISHMENT OWNERS AND OPERATORS Applications that are received after the permit expiration date will incur a $100.00 late fee. Operators may be subject to closure and legal action with fines for operating without a valid permit. Please be advised that your permit to operate a food service establishment expires soon. According to provisions of Section 873.301 of the Westchester County Sanitary Code, applications must be received not later than 60 days prior to the date of expiration. In order for you to continue to operate your business, you are required to do the following: 1. Submit your "Renewal Application for a Permit to Operate" Answer all questions, and do not leave anything blank. An email address is required as all inspection reports are generated via email. Be sure to date and sign application. Please do not detach or attempt to reassemble the forms for any reason as this will delay processing. Change any information that is incorrect. Note: If the owner's name that appears on the Renewal Application is not yours, or if ownership has changed even if by "name" only, you cannot use this form. 2. Proof of Worker's Compensation/Disability Insurance: ACCORD FORM NOT ACCEPTED SEE PAGE 2 OF THE RENEWAL APPLICATION FOR ACCEPTABLE FORMS. Any questions concerning the forms or procedure should be directed to the local NYS Workers' Comp Board Office or the Bureau of Compliance, NYS Workers' Comp Board at 518-486-6307. If you do not provide Worker's Compensation or Disability Insurance, you are required to submit Form CE-200, which can be done online at www.wcb.ny.gov. 3. Corporate Ownership If ownership of the business is a corporation, you must file the enclosed "Certificate of Resolution". The person who signs the Renewal Application must be the same person named and authorized in the Certificate of Resolution. The corporate seal must be affixed to the document. If your corporate officers have changed since you last filed your application, submit a list of names and addresses of the new corporate officers. 4. Source of Food Supply Form and Food Managers Certification Course Answer questions concerning your major food suppliers and the Food Managers Certification Course. The Westchester County Sanitary Code mandates that all operators of food service establishments attend an approved Food Managers Course and re-certify every five (5) years. If you have any questions concerning this requirement, contact your Regional Office. (over) lkrprtrttttrnt if Health enute \Irent Kisco. New York 105.14 l) .-:",u1uf I'a.. �vl l-.)Tc,711 Page 217 of 223 5. Food Allergen Certification Course — REQUIRED As per Westchester County Code of Ordinances Chapter 541 — Food Allergy Restaurant Safety 541.21(b)An owner or operator of a food service establishment that offers seating for on premises food consumption shall designate no fewer than one employee in the front of the establishment and one employee in the back of the establishment as food safety officers during hours of operation who shall complete a food allergen training program approved by the Commissioner.An owner or operator of a food service establishment that does not offer seating for on premises food consumption shall designate no fewer than one employee in the establishment as a food safety officer during hours of operation who shall complete a food allergen training program approved by the Commissioner. Recertification shall be required at regular intervals as determined by the Commissioner. 6. Application Fee Every application for a permit shall be accompanied by a NON-REFUNDABLE application fee as specified on the renewal- see "Total Fee Due" printed on Renewal Application for a Permit to Operate. Payment can be made in the form of Check OR Money Order OR Credit Card with the enclosed authorization form. Cash Payments are NOT Accepted Please make checks or money orders payable to: WESTCHESTER COUNTY HEALTH DEPARTMENT BE SURE APPLICATIONS ARE COMPLETE SUBMIT ALL REQUIRED PAPERS PROMPTLY TO AVOID DELAY Return the completed application and all Supporting documents to: Westchester County Health Department Bureau of Public Health Protection 25 Moore Avenue Mount Kisco, NY 10549 (914) 864-7330 Page 218 of 223 Permit to Operate Westchester County Department of Health Renewal Application Business/Location Information (Please modify only if information has changed.) Business Name TOWN OF MAMARONECK SR. NUTRITION PRO Facility Code:01-M092-B Address 1288 BOSTON POST ROAD Business Phone (914)834-8840 L4RCI-fMONT NY 10538 Business Fax ( ) - Location Town of MAMARONECK Business Website County WESTCHESTER Business Email SHARTIWOWNOFMAMARONECKNYORG Mail To Permit Number 01-M092-B THE TOWN OF MAMARONECK - ATTN.' RECREATION DEPARTMENT Permit Expiration Date 740 W. BOSTON POST RD. November 30, 2023 MAMARONECK, NY 10543- Fee Exempt Permitted TOWN OF MAMARONECK SR. NUTRITION PROGRAM Operation ID: 687267 Operation SOFA Food Service-SOFA Satellite Site-State Office for the Aging In Operation: • Year-Round Seasonal If Seasonal: Expected Opening Date Expected Closing Date MonlhYDay Month/Day Capacity: 160 Seats Days/Hours of Operation: Permit Applicant Information (Please modify only if information has changed.) Legal Operator or Operating Corporation: THE TOWN OF MAMARONECK Person in Charge TOWN ADMINISTRATOR MEREDITH ROBSON Title First MI Last Address ATTN. RECREATION DEPARTMENT 740 W. BOSTON POST RD. City,State,Zip MAMARONECK NY 10543- Primary Phone (914)381-7810 Ext Cell Fax (914)381-7809 _ Emergency Contact Other Phone (914)381-7865 Ext Cell E-mail MROBSON@townofmamaroneckNY.org Location Owner: THE TOWN OF MAMARONECK Address ATTN: RECREATION DEPARTMENT 740 W. BOSTON POST RD. City,State,Zip MAMARONECK NY 10543- Primary Phone (914)381-7810 Ext n Cell Fax (914)381-7809 Emergency Contact Other Phone (914)381-7865 Ext Cell E-mail MROBSON@townofmamaroneckNY.org Page 1 of 2 Facility Name/Code: TOWN OF MAMARONECK SR.NUTRITION PRO 01-M092-B (rev 4/13} Page 219 of 223 Permit Operate Renewal Application Westchester County Department of Health A Workers'Compensation and Disability Insurance i\ Submit copies of the following documentation with the application to document compliance with the Worker's Compensation Law: A.Workers Compensation and Disability Insurance Coverage is PROVIDED Workers Compensation Form C-105.2—Certificate of Worker's Compensation Insurance OR Form U-26.3—Certificate of Workers'Compensation Insurance OR Form SI-12—Certificate of Workers'Compensation Self-Insurance OR GSI—105.2—Certificate of Participation in Workers'Compensation Group Self-Insurance AND Disability Benefits DB-120.1 -Certificate of Disability Benefits OR Form DB-155—Certificate of Disability Benefits Self-Insurance B.Workers Compensation and Disability Insurance Coverage is NOT PROVIDED Form CE-200—Certificate of Attestation of Exemption from NYS Workers'Compensation and/or Disability Benefits Coverage Return Completed Application Please return completed application to: Westchester County Department of Health Make checks payable to"Westchester Mount Kisco Central Office County Department of Health" and 25 Moore Avenue include the permit number. Mount Kisco NY 10549 (914) 864-7330 Fax: (914) 813-5970 Signature of Individual Operator or Authorized Official(Entire section must be completed by all applicants.) I would like to recei,jilfoAnation and official correspondence relateda,this permit at the email address below: (Yew No_) @ �pv- , d Iva lrr e-rOn e c ti l d r "Operation without a valid permit is a violation of New York State Law and/or State Sanitary Code." o Signature Print Name Title Date FOR OFFICE USE ONLY Permit issuance recommended? Efres nNo Permit Effective Date Permit Expiration Date Conditions of approval Signature Title — Date Page 2 of 2 Facility Name/Code:TOWN OF MAMARONECK SR.NUTRITION PRO 01-M092-B (rev 4/13) Page 220 of 223 • J WESTCHESTER COUNTY DEPARTMENT OF HEALTH BUREAU OF PUBLIC HEALTH PROTECTION Supplement to be Completed as Part of the Application SOURCE OF FOOD SUPPLY ITEM FIRM ADDRESS CITY, STATE MEAT C v r = 'tj �nZav�ToOd J r�`e Cot? Z c 7 a r fin ac-� A, FISH DAIRY PRODUCTS CANNED PRODUCTS BEVERAGES OTHER SERVSAFE FOOD MANAGERS COURSE HAVE YOU TAKEN THE SERVSAFE FOOD MANAGERS COURSEI(ES ❑NO NAME OF CERTIFIED INDIVIDUAL: `S-E-t()1�n.( o(# COURSE CERTIFICATION DATE: 9 2 Z�i' COURSE CERTIFICATE NUMBER: ��i073 c SERVSAFE FOOD ALLERGEN CERTIFICATION — REQUIRED DO YOU HAVE FOOD ALLERGEN CERTIFIED STAFF: DYES ❑NO NUMBER OF CERTIFIED STAFF: COURSE CERTIFICATION DATES: COURSE CERTIFICATE NUMBERS: Page 221 of 223 n:. CERTIFICATE OF RESOLUTION FOR AUTHORIZATION The undersigned, of Name of Corporation , a corporation Duly organized and validly existing under the laws of(State) Hereby certifies that the following resolution was duly adopted by the Board of Directors,of said Corporation at a meeting duly called and held on the day of 20 Be it resolved that the Board of Directors, or President, if there is no Board of Directors, of(Name of Corporation With Offices at: Hereby authorized(Name if person authorized): To execute and deliver to the Westchester County Department of Health, for and on behalf of said Corporation, and application for : To execute and deliver any and all additional documents which may be appropriate or desirable in Connection therewith. The undersigned further certifies that said resolution has not been revoked, rescinded or modified and remains in full force and effect on the date hereof. In WITNESS WHEREOF, the undersigned has duly executed this certificate on this day of , 20 OFFICER'S SIGNATURE: Affix Corporate Seal TITLE: ACKNOWLEDGEMENT STATE OF ) COUNTY OF ): ss: One this day of , 20 , before me personally came to me known, and known to me to be the of the corporation referred to in the within Certificate of Resolution, who being by duly sworn did depose and say that(s)he is of said corporation and that(s)he signed his/her name thereto. Notary Public County Rev.3/2017 Page 222 of 223 ►, -_ ! ester `:Cam George Latimer rt\(2,1\ 4 County Executive Sherlita Atnler.3.II) i'omml.'sl)ner of Health Credit Card Payment Authorization Form Sign and complete this form to authorize The Westchester County Department of Health to make a onetime charge to your credit card listed below. By signing this form, you give this department permission to debit your account for the amount indicated, on or after the date this form is submitted to The Westchester County Department of Health. Please Complete the Information Below By signing below, I, , authorize the Westchester County Department of Health to charge my credit card account indicated below for the amount of , for the fees associated with the permit to operate a . I understand this is a non-refundable fee and if my application is found deficient or questionable in any way, it will cause a delay in the permit approval process. Account Type:(Visa QMasterCard0AMEX()Discover Print Cardholder Name (as it appears on card): Account Number: Security Code: Expiration Date: Account Billing Zip Code: CARDHOLDER SIGNATURE: DATE: Cardholder acknowledges receipt of goods and/or services in the amount indicated above and agrees to perform the obligations set forth in the cardholder's agreement with the respective issuer. Reset Form Department of Healtlr Bureau of Public Health ('rote'two 25 Moore Avenue 2 Floor Telephone:4914)81i4-7S:10 Fax: 191+I A13-4281 Mount Kisco.NY 11)5.10 RECYCLE Page 223 of 223