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HomeMy WebLinkAboutBroad Meadows Tidal Restoration COVER SHEET FOR DOCUMENTS Sent To: Sent By: TOWN ATTORNEY, PAUL M. DECHANC*E DEPUTY T/A, JACK SQUICCIARINI ASSISTANT T/A, JULIE M. MCGIVNEY ASSISTANT T/A, BENJAMIN JOHNSON CONFIDENTIAL SECRETARY, AMY SCHLACHTER)D Type Of Agreement: RECEIVED DEC 2 4 2024 Nature Of Contract/Agreement Southold Town Clerk Ila j ✓�, RESOLUTION-2024-956 ADOPTED DOC ID: 20753 �LL THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION NO. 2024-956 WAS ADOPTED AT THE REGULAR MEETING OF THE SOUTHOLD TOWN BOARD ON NOVEMBER 6,2024: RESOLVED that the Town Board of the Town of Southold hereby amends resolution 2024-929, adopted at the October 22, 2024 regular Town Board meeting as follows: RESOLVED that the Town Board of the Town of Southold hereby accepts the bid of L.K. McLean Associates, P.C. for engineering services in connection with the Broad Meadows Tidal Restoration project in the amount of$''34�0 239,200.00; and be it further RESOLVED that the Town Board of the Town of Southold hereby authorizes and directs Supervisor Albert J. Krupski, Jr. to execute an Agreement between the Town of Southold and L.K. McLean Associates, P.C. in the total amount of$238 0000 239,200.00, subject to the approval of the Town Attorney. Denis Nonearrow Southold Town Clerk RESULT: ADOPTED [UNANIMOUS] MOVER: Greg Doroski, Councilman SECONDER:Brian O. Mealy, Councilman AYES: Doroski,Mealy, Smith, Krupski Jr, Doherty, Evans AGRELC4MENT_, J THIS:AGREEMENT,.entered into this day of December, 2024, by and between the Town of Southold,New York ("the Town"), a municipal corporation organIzed. and existing wider the'laws of the'state of New York with offices at 53095' Main-Road, Southold, d,New York, and L.K. McLean Associates Engineering and Surveying DPC (the, "Consultant"),with',an address of 4317 South Country Road,Bmokhaven,'New Yoik,'117,19; WITNESSET11,that the Town and the Consultant, for-the consideratiQn hereinafter named; dgtdd as follows: ARTICLE I- WORK TO BE,DONE AND CONSIDERATION-THEREFOR The Con'sultant,shall perform the architectural and engineering services,and construction support for the Broad Meadows Tidal Restoration Project,as outline-in its accepted proposal dated October-17, 2,024, a copy of which is:attached hereto as Appendix A and (made a part hereof The'Consultant'shall receive a fee for said services.as per the accepted proposal-, submitted by the applicant; dated October 17,2024, in the amount of$23 9.200.00'. ARTIC LE-'Z TUM"OV AGREEMENT The terms of this agreement shall run from the full execution of this Contract and the, work shall be completed within thirty(3 0)months unless extended by mutual h9feem elit ofthe parties, The'.Town agrees to cooperate with Consultant, as needed, And to provide Consultant with,copies of any y records,documents and other'ififormation needed for Pflrf6rmance,of'this. a&erneht on'a timely basis. T,he Town-further agrees to provide Consultant With access to dif Areas of the structure where work is pedo''rmed-arid,with all.appropriate I ,officials -and/or, employees ofthe as ' y ns may ,,Tow ' be needed in the perf6rmance of the agreement], . Morieover,:both parties understand and agree that mutual accountability and responsivenessc, is s critical to the successful u dessfal completion of the project, and therefore both shall always use their best faith efforts to,be accountable and promptly responsive to each other. ARTIC-LE,3. ACCEPTANCE AND-FINAL PAYMENT' 'U p-o'-n'-_r e-ce' ipt of written hoticeiliat the services requi red by this Agreement, been; fully per£ornied,and an lnspec6wi to,certify that the work,has been.completed totlfd, si,itisfacii bn-ofihe Town,ilie-Co'n" s-ultantihall submit an itemized voucher to fhe'To'w�n Cotiiptr61]ei.,Ifor:Payni'elit'. Such voucher shall be dud and'payable Within- forty-five(4'5)-,days after receilpt,6f,spch voticher,-but such sum,shall not be due and payable by the Town until F the Town Board of'the Town has received such a voucher and has audited.and approved for payment the voucher to be submitted by Consultant in connection therewith. The Town Board shall process any voucher received from Contaotor as expeditiously as possible:.InMthe event that the Town disputes or objects to any portion of any, voucher submitted by Consultant it shall notify.Consultant in writing of such dispute or objection. Consultant acknowledges that.Consultant is familiar with the requirements of;section 118 of the'New York State Town Law which, in effect, prohibit payment of,any claim against the Town unless an itemized voucher"therefore shall have been presented to the Town Board or Town Comptroller and shall have.been audited and allowed by the Town Board or-Town Comptroller. I 4 The:acceptance by the Consultant of the final payment shall be,-and shall operatet as a release to the Town from all claims and all liabilities to the Consultant for all the things done or furnished in connection with this work and.for every act and, neglect of the;Town and others relating to'or arising out of, this Agreement, except Consultant's claims for interest upon the final payment, if-this payment be- improperly delayed. No payment;`However final 'or ' otherwise, shall operate; to release the Consultant or its sureties from any obligations under this Contract. i t ARTI„CLE 4. ,CONSVJLTANT'S OBLIGATIONS (a)'The Consultant shall be responsible for the'full and correct,performance of the Work required within the-time specified Herein and any errors therein shall be corrected at the" Consultant's'own,cost aiid experise: fn addition,the Consultant shall indeniriify the.Town.for-any costs or-expenses attributable to negligent errors in the performance of the work of the Consultant. (b) The Consultant is retained to utilize its expertise in the performance of the work as outlined in its accepted Proposal dated October 1.7, 2024. (c) The Consultant.shall be solely responsible for all labor and services,provided for under, this Contract. ARTICLE 5. :CONS.ULTANT'S INSURANCE The Consultant shall not commence work under this Contract until it has obtained all insurance required under this paragraph and such insurance has been approved by the Town. (a) Compensation Insurance: The Consultant shall take out and maintain during the li&of this Contract; Workers' Compensation Insurance for its employees to be assigned to the work hereunder. (b) Liability Insurance: The Consultant shall take out and maintain during the life of this Contract such general liability and professional liability(E&O.) insurance:- The-amounts of such'insurance are as follows: t t 1. General Iiability insurance in an amount not less than $l,W0',000'.for injuries, ° including wrongful' death to any one person and subject to the same limit for each person, in an amount not less than,$4,000,000' on account of any one occurrence. 3� k 2. Professional liability (E&O) insurance in an amount not less than $2,000,000.00 per occurrence or claim and $4,000,000 aggregate. The Consultant shall furnish the above insurances to the Town and shall also name the, Town as an additional named insured and certificate holder in said policies with respect to liability, arising out of services provided by Consultant. ARTICLE 6., DAMAGES It is hereby mutually covenanted and agreed that the relation of the Consultant to'the work to be performed by it under this Agreement shall be that of an independent contractor. As an independent contractor, it will be responsible for all damage, loss or injury to persons ° or property,that may arise in or be incurred during the conduct and progress of said work;to the extent caused by the negligence of the Consultant, its agents or employees. The Consultant shall hold and keep the Town free and discharged of and from any and all: responsibility and liability of any,sort or kiiid'to the extend caused by Consultant's, negligence. ARTICLE 7. INDEMNITY AND SAVE HARMLESS AGREEMENT With respect to professional services, MCLEAN shall,to the fullest extent permitted by law, indemnify and hold harmless the TOWN, it officers, employees, and"representatives against damages, liabilities or costs, including reasonable attorneys' fees and defense costs, to the extent caused by MCLEAN's negligent performance of professional services, misconduct; and/or. omissions under this Agreement and that of its subc"onsultants or,anyone' for whom MCCLEAN is legally liable. MCLEAN's obligation to indemnify and hold harmless th&TOWN, its officers, employees, and representatives does not include a duty to .defend. With respect to liability other, that the arising out of professional services, MCLEAN' shall defend, indemnify and Bold harmless the TOWN,'its officers, employees, ands representatives from and against any and all damages, liability,judgments, losses; and expenses,including but not limited to attorneys' fees, including damages arising'fromy injuries or death or persons and damage to property which arise from or are connected with,. of caused by'the negligent performance of professional services', misconduct,'and/or omissions under this Agreement and that of its subconsultants or anyone for whom MCLEAN is legally liable. Notwithstanding anything to the contrary contained herein or in any other document purporting to govern the relationship amongst the parties and,to the fullest extent,permitted by E' l Id law,MCLEAN shall not have control over, charge of, or responsibility for construction means, methods techniques, sequences,orprocedures; fabrication,procurement; shipment; del iverY; or installation;or for safety precautions and programs in connection with the construction Work. MCLEAN shall not be responsible for any contractor(s)'s failure to perform the ' construction work in accordance with the requirements of the contract documents. ARTICLE 8. NO ASSIGNMENT In accordance with the provisions of section 109 of the General Municipal,;Law, the Consultant is hereby prohibited from assigning, transferring, conveying, subletting or otherwise disposing ofthis Agreement, or of its right, title or"interest in this Agreement, on 'its power to executelthis Agreement, to any other person or corporation without the previous 'consent in,writing of the,Town. ARTICLE 9. AUTHORITY FOR EXECUTION 1 This Agreement has been executed in accordance with a Resolution 2024-956;attached hereto and rnad'e a part hereof, adopted by the,T.,own Board of tlie,Town of Southold, at a meeting thereof held'on Nove mber 6,2024 and its execution on behalf of the Town is duly author7ed:A copy of this instrument shall be executed in duplicate. At least one copy shall'be permanently filed; after execution thereof, in the office of the Town;Clerk,Denis Noncarrow. The individual executing this Agreement on behalf of the-Consultant hereby represents and warrants`that he/she has the full right,power and authority to execute,this contract and is authorized by the ;b Consultant;to do,so. ARTICLE 10. NOTICES Any and all_notices and payments.,required hereunder shall be addressed as follows, or to such other address as may hereafter be designated in writing by either party hereto: To,Southold'Tow,n: Denis Noncarrow Southold Town Clerk 53095 .Route 25 Southold,NY. 11971: To-C6nsult"ant1 L.K. McLean Associates Engineering and Surveying DPC 437 South Country.Road Brookhaven,.New York 117,19 Mr ARTICLEIL WAIVER No waiver of any, .breach-of any condition.of the Agreement shall be'bind ng-unless`ill writing and signed by:the party waiving said breach.'No such waiver shall in any way affect any oiller term or condition ofrthis Agreement or constitute a cause or excuse for'.a.repetition of:such or any other breach unless the waiver shall include the same. , ARTICLE 12. MODIFICATION This Agreement constitutes.the complete understanding of the parties.No modification of any provisions:thereof shall be valid unless in writing and signed by both parties. E. ARTICLE 13.APPLICABLE LAW This Agreement is governed by the laws of the State of New York. In the event of any controversy or claim arising out of or relating to this Application for Service contract, or the ; breach thereof,the parties specifically consent to the Supreme Court, State of New York; County. of Suffolk. IN WITNESS WHEREOF,the Town of Southold has caused these presents to-be duly executed,and the Consultant has caused these presents to be,signed by its:President;the day and year'frst above written. i Town of Southold By: l Albert J.- Krupski,Jr. Supervisor Town of-Southold L.K. McLean& socia Engineering and Surveying DPC k STATE OF NEW YORK) )ss:. COUNTY'OF SUFFOL'K) On the ° 'day of December in the year 2024 before me, personally came Albert S Krupski, Jr.;to me known, who-being by me duly sworn,deposes and says that he is the Supervisor of the Town.of Southold,the municipal corporation described herein.and which executed the above instrument; that the action taken was duly authorized, and that he signed his name thereto by like authority. Signature and office of individual taking acktiowledgrrient, LAUREN M.STANDISH NOTARY PUBLIC,STATE OF NEW YORK C Registration No.01 ST6164008 �ualitied in Suffolk County �7 Commission EVIree April 9, STATE OF NEW YORK) ss.: COUNTY OF SUFFOLK) 4 the ZD day of December,in the year 2024 before me,personally came `5-f to me known, who, being by me duly sworn,,deposes and: says that he/shehhey-is,(are) the(president or other officer ovdirector or attorney n�fact duly, appointed)Hof the ,L__�_/!�2• / _ _ _., [name of corporation],the corporation described-herein and which executed the above instrument;that the action taken was duly a=d,' he/ %hey signed his/her/their name(s) thereto by like authority. _ :. Signature-arid office.of indit al taking acknowledgment CHRISTINE WIEGAND NOTARY PUBLIC,State of New York No.01 W16210359,Suffolk Countyr— Commission Expires August 17 25 t I k i I k � f i 1 i I I i 1 ' I t APPENDIX A LIE, A i ` L. C CH I \ Jil N PP 0, P .0 S AL DEPARTMENTTOWN OF SOUTHOLD OF ENGINEERING ENGINEER ,VNG SERVICES FOR BROAD MEADOWS TIDAL WETLAND RESTORATION J �♦ r, 631-286-866668 AY Brookhaven, NY 11719 • 1� 2.�i��'�h�11 i$Imo` ��•Ay�l7 � t�. � t Y rr .� .0 uLK McLEAN ASSOCIATES, D.P.C. ENGINEERING & SURVEYING Via..;; •:�`a��. L.. K. McLean Associates, D.P.C. 4. 437 South Country Road • Brookhaven • New York 11719 (631)286.8668 = FAX(631)286-6314 :• 25 Newbridge Road • Suite 212 • Hicksville • New Yark If 801 ht(ps;/hvww.lkma,com ROBERTA,STEELE,P.E.PRESIDENT and CEO Associates JAMES L.DeKONING,P.E„VICE PRESIDENT P.E. ,ERG STEVEN W.EISENB CHRISTOPHER F.DWYER,VICE PRESIDENT ANDREW RG P.R KEITH J.MASSERIA,P.E.,VICE PRESIDENT MATTHEW JEDLICKA,LEED AP,PRINCIPAL VINCENT CORRADO,P.E. TAMARA STILLMAN,P.L.S.,PRINCIPAL-DIRECTOR OF SURVEY KEVIN J.PETERMAN,P,E. CHRISTINE L.BELSON,MBA,SHRM-SCP,PRINCIPAL-CONTROLLER KARA M.O'NEILL,GISP,MBA October 17, 2024 Michael Collins,P.E. Town of Southold Engineering Department 53095 Main Road Southold, NY 11971 RE: Broad Meadows Tidal Wetland Restoration—Engineering Services Dear Mr.Collins: L.K. McLean Associates, D.P.C. (LKMA), in association with A,M, Weber Associates (AMW) is pleased to respond to your Request for Proposal to provide professional services on the above noted project. We have attended the pre-bidder's conference, carefully reviewed the RFP and trust this submission serves to inform you of the qualifications, experience, and depth our team possesses to perform the work required for the successful completion of this project. We are providing one(1)original and two(2)copies of our proposal for your review and consideration. We appreciate the opportunity to propose and look forward to providing our services to the Town of Southold on this project. We would be pleased to meet with you at your convenience to discuss the Team's background and capabilities or any other matters you may wish to review.. I Very't I' oily - I R_ b., eie, PE President&CEO i . rsteele'91knia.com ! RAS:KM:efr Established 1950 i 7 Town of Southold Broad Meadows Tidal Wetland Restoration i TABLE OF CONTENTS Cover Letter Table of Contents Page.No... 1.0 Qualifications, Related Experience&References 1.1 Relevant Project Experience 1-2 1.2 Municipal Clients 1-5 I 1.3 Client References 1-6 2.0 Staffing and Project Organization 2-1 I ➢ Organization Chart I 3.0 Project Approach and Scope of Work 3.1 Project Approach 3-1 3.2 Scope of Work 3-7 4.0 Cost Proposal and Schedule 4.1 Fee Summary 4-1 4.2 Technical Assumptions 4-1 4.3 Manhour Matrix 4-2 i I APPENDICES Resumes Project Data Sheets LK McLEAN ASSOCIATES,DAQ ENGI+NEEN111_G ! SUA:V:CYIN,;G i Town of Southold Brood Meadows Tidal Wetland Restoration SECTION 1.0 QUALIFICATIONS, RELATED EXPERIENCE& REFERENCES i L.K. McLean Associates, D.P.C. (LKMA), in association with A.M. Weber Associates, LLC (AMW) is pleased to respond to the Town of Southold's RFP for Broad Meadows Tidal Wetland Restoration. LKMA has a staff of approximately 85 with over 20 licensed professionals. We provide a broad range of services for the planning,design, and construction of public and private sector projects. We have been providing these types of services in the New York Metropolitan area since 1950, nearly 75 years. LKMA's main office is located at 437 South Country Road, Brookhaven, NY 11719,with additional office spaces at 25 Newbridge Road, Hicksville. LKMA has substantial experience within each of our principal lines of business, and our array of diversified services includes, but is not limited to, the following specialties: • Airport Engineering Parking Field Design Asbestos Assessment Parks & Recreational Facilities Architectural Design r Highway and Drainage Design Coastal & Marine Engineering Roadway/Parking Lot Lighting Design Construction Monitoring Mechanical Engineering ,, Environmental Assessments Sanitary&Solid Waste Facilities Fish Passage Design Site Planning &Subdivision Design Hydrologic& Hydraulic Studies Stormwater Management Traffic Engineering r Survey& Mapping A.M. Weber Associates, LLC (AMW), will be assisting LKMA as the project's Wetland Specialist and will also prepare and coordinate the various environmental permit applications. AMW is a Setauket based Environmental Consultant that has been in business since 2010. AMW's wetland specialist for this project is Chuck Hamilton, former NYSDEC Region 1 Supervisor of Natural Resources from 1993-2010. Prior to 1993, Chuck was the Regional Manager in Region 1 (Nassau/Suffolk Counties) Bureau of Marine Habitat Protection, Division of Marine Resources. AMW's role on this project will be to assist with the vegetation survey, wetland delineation and provide an experts analysis as to the potential efficacy of the proposed alternative tidal inundation limits as it relates to the existing field conditions of the Broad Meadows Tidal Wetlands and the goal of restoring the integrity of the intertidal and high marsh wetlands. Some notable wetland restoration experience of Mr. Hamilton includes: ➢ Broadcove Wetland Restoration,Aquabogue(while at NYSDEC) ➢ Waterpoint Wetland Restoration, Oakdale Shores (while at NYSDEC) ➢ Heron Point Wetland Restoration, East Patchogue (while at NYSDEC) ➢ Lee Speigel Sag Harbor Living Shoreline and Wetland Restoration (AM Weber) ➢ Windows Hole Greenport Living Shoreline Project (AM Weber) 1-1 LK.McLEAN ASSOCIATES,D,RQ E N G I NEEAIN G & SURVEYING i Town of Southold `F Broad Meadows Tidal Wetland Restoration f 1.1 Relevant Project Experience The LKMA / AMW Team is qualified and experienced in performing all of the professional services described in the RFP. The LKMA Team has specialized experience in each of the disciplines important to this project, including: dTopogra phi c/bathymetric/property boundary survey and mapping (LKMA) k Hydrologic and Hydraulic Modeling using EPA SWMM software (LKMA) 9Flood Plain Analysis and Inundation Mapping using HEC-RAS software (LKMA) A Design of Self-Regulating Tide Gates (LKMA) Design and Analysis of Culverts through dam structures (LKMA) 4Coastal and Marine Construction (LKMA) a Wetland Delineation and Restoration Projects (AMW) Environmental Permitting (AMW& LKMA) Development of Final Design Plans, Specifications and Estimates for Public Bid (LKMA) Construction Management(LKMA) The following projects are examples of Relevant Project Experience which we feel makes us qualified to perform the various technical services required for this project. For additional information on Relevant Project Experience see Appendices (Photo Data Sheets). Silver Lake / Caroline's Pond Fish Passage in Baldwin, Nassau County DPW: This project required an extensive drainage inventory of the upland 2,675 acre watershed as well as creation of an EPA SWMM drainage model that would analyze the existing drainage conditions and provide flood mitigation solutions that would fit into the County's limited funds for the project. As a result of both the drainage study and " ' heavy community participation, LKMA developed ..• -# drainage solutions and park improvements that will significantly reduce the occurrence of flooding, improve water quality, increase fish habitat and improve the overall aesthetics of the park. Improvements included ` t self-regulating tide gates (SRT), elevation of the pond perimeter walls and walkways, fish passage design, invasive species removal and wetland restoration plantings. Project was successfully completed in 2022. SRT,TIItGATE.__. y Woodhull Dam Fish Passage, Suffolk County Department of Public Works: LKMA provided survey,design and permitting services necessary for the construction of a"Pool and Weir" fish passage at Woodhull's Dam located on the Little River, a tributary to the Peconic River in Southampton. The site is within Cranberry Bog County Park. It is 1-2 LK McLEAN ASSOCIATES,D.P.C. Chl'o I NIE'E II,11 N"G 'V 5'.0 fi v E•Y'I N d. Town of Southold Broad Meadows Tidal Wetland Restoration anticipated that construction of this fish passage will have a significant benefit to the large run of alewife that are observed to congregate annually at the downstream side of i the dam. The construction of the fish passage required a new culvert installed through the dam designated for fish passage and wetland mitigation plans to offset the footprint of the disturbed wetlands. Construction of this fish passage was completed in 2022. NYS Route 110 Reconstruction&Drainage Improvements: This project evaluated the development of feasible alternatives for roadway and significant drainage improvements on a 0.9 mile section of NYS Route 110 (New York Avenue) in the vicinity of Huntington Harbor, and developed plans for construction. The project area suffered from several contributing factors that create a complex flooding situation, including low and nearly flat elevations of the roadway, steep grade of the surrounding area; a 3,500 acre watershed area; high groundwater table; influence of tidal action due to proximity of the Huntington Bay; and significant development of the area and the stream parallel to Rte. j 110. Hydraulic and hydrologic modeling of the large urban watershed was performed using the USEPA SWMM program. An innovative drainage solution,including upgrading the capacity of a parallel creek to accommodate stormwater flows,was developed. A key aspect of the drainage solution 4 was .the design of a dam equipped with "environmentally friendly" self-regulating tide gates that stay open under the - $. normal tidal ranges but close during tidal surges to protect the upland areas from flooding. Path to the Park, Shoreline Improvements in South Valley Stream, Town of Hempstead: LKMA was the Lead Consultant for this Governor's Office of Storm Recovery (GOSR)-funded project to restore the natural shoreline along Hook Creek from Cloverfield Road north to Mill Road and the adjacent 2,000 foot Path to the Park. The overall concept of the project was to remove invasive plant species(Phragmites)and plant native wetland species that would create a living shoreline that utilized a combination of both green and hardened features to re-establish the park's shorelines at a higher and more flood resilient elevation. All proposed upland and wetland plantings were native plant species. Y Indian Island County Park Terrys Creek Wetland Restoration Project, Riverhead (SCDPW):This project entailed restoring a historic tidal wetland which had been filled in with dredge spoils. Restoring/recreating this historically documented high functioning tidal wetland/salt marsh ecosystem with mixed open water, high marsh habitat, intertidal marsh habitat and open water will increase filtering capacity, enhance the cycling of organic and inorganic nutrients and pollutants, provide tidal flushing among other biological and physiochemical services, and improve water quality conditions in the western Peconic Estuary. This was accomplished by installing a 6x6 precast concrete culvert, excavating a new channel and planting over 65,000 tidal wetland plants. A major 1-3 LK.McLEAN ASSOCIATES,D.P.C. 'ENGINEERING h SURVEYING Town of Southold Broad Meadows Tidal Wetland Restoration component to this project was determining where to dispose of the excavated material because it contained various contaminants such as DDT. LKMA provided a cost effective solution which involved leaving the excavated material on-site to construct a berm. The 1 berm is was capped with clean select fill as required by the NYSDEC. LKMA prepared all final design documents and secured all environmental permits to construct the new tidal wetland which was completed in 2024. Permits procured forthis project include NYSDEC, DOS and ACOE. Y Stewart Airport—Route 1 K Drainage Diversion Study, Town of Newburgh, NY:The purpose of this study was to investigate the possible flooding effects generated by diverting stormwater runoff in the project area into the Patton Brook Stream. LKMA provided stormwater modeling of the 1,962 acre contributory watershed area, The added watershed contributing to the Patton Brook is approximately 200 Acres. Flow hydrographs from the stormwater model were input into an unsteady state fluvial hydraulic HEC-RAS model. The HEC-RAS model was used to determine impacts to the downstream floodplain,riparian corridors and culverts. In addition,LKMA engineers used the model to determine any changes in depth and velocity within the Patton Brook as a result of the added flow from the 200 Acre watershed. USACOE HEC-RAS software was used to analyze the impact to the flood plain and create future flood inundation maps of the proposed condition (see inundation map below). } r �'h 4t�-"'t• +s � to �}, ..V, ��;i (�,� Y Forge Road Dam Fish Passage on the Peconic River, Town of Brookhaven: LKMA provided survey, design and permitting services necessary for the construction of an Alaskan Steeppass at Peconic Lake Dam on the Peconic River in Calverton. Design flows for analyzing both the existing spillway and the proposed fish passage were obtained from the USGS gauge located directly downstream of Upper Mills Dam. Construction of this fish passage was completed in 2023. 1-4 LK.McLEAN ASSOCIATES,D.RC, ENGINEERING % 5VRVEYING ff I I Town of Southold s Broad Meadows Tidal Wetland Restoration I , { Upper Mills Dam Fish Passage on the Peconic River, Peconic Estuary Program: LKMA is provided survey, design and permitting services necessary for the construction of a "nature-like"fish passage at Upper Mills Dam on the Peconic River in Riverhead. Multiple { alternatives for this project were developed, including an Alaskan Steeppass with a phased dam removal, a "nature-like"fish passage which maintains the existing spillways, and a larger scaled "nature-like" fish passage that passes 100% of the river flows (abandoning the existing spillways and culverts). LKMA developed a decision matrix for this project and the stakeholders decided that the nature-like fish passage alternative which passes 100% of the river flow is the preferred alternative. Design flows for sizing the proposed culvert, proposed channel and the proposed fish passage were obtained from the USGS gauge directly downstream of Upper Mills Dam. r Alewife Creek Fish Passage, Town of Southampton: LKMA provided survey, design and permitting services necessary for the replacement of the existing culvert with a new } fish friendly culvert and a rock ramp. All permits have been procured and final design has been completed. This project is currently under construction. The new culvert and rock ramp have been installed and was active for the 2024 spring Alewife Run. 1.2 Municipal Clients LKMA serves many governmental clients on a continual basis. Representative clients include the following: ■ NYSDOT isVillage of Ocean Beach ■ Town of Babylon A Village of Shoreham Town of Southold Village of Sagaponack ■; Town of Oyster Bay M Village of Great Neck Plaza -11, Town of Hempstead a Village of Mineola :■ Town of North Hempstead x Village of Patchogue F Town of Shelter Island a Village of Port Jefferson ■ Town of Riverhead ■ Village of Sag Harbor Town of Brookhaven ■ Suffolk County Water Authority ■ Town of East Hampton F Long Island Power Authority ■ Town of Islip n Nassau County DPW ■ Town of Smithtown a Suffolk County DPW Town of Southampton Rockland County DPW ■ Town of Southold 1-5 LK.MCLE4N ASSOCIATES,D.P.C. " ENGINEERING & SURVEYING I Town of Southold Broad Meadows Tidal Wetland Restoration 1 j 1.3 Client References e As requested,we have identified municipal clients the Town may contact as references-, William Hillman, P.E., Chief Engineer Devin Velasquez Suffolk County Dept. of Public Works Nassau County Dept. of Public Works 335 Yaphank Avenue 1194 Prospect Avenue Yaphank, NY 11980 Westbury, NY 11590 631-852-4002 516-571-4232 william.hiliman@suffolkcountyny.gov DVelasquez@nassaucountyny.gov Tom Owens, Commissioner of Public Works Tom Stay, Chief of Staff Town of Islip Department of Public Works 401 Main Street Town of Babylon Islip, NY 11751 200 Sunrise Highway 631-224-5611 Lindenhurst, NY 11757 commissioner-dpw@islipny.gov 631-957-3072 tstay@townofbabylon.com Edward Morris,Commissioner Jeff Tierney, Deputy Commissioner Department of Parks & Recreation Department of Engineering Town of Brookhaven Town of Hempstead 286 Hawkins Road 350 Front Street Centereach, NY 11720 Hempstead, NY 11550 631-451-6140 516-812-3483 emorris@brookhavenny.gov jtierney@tohmail.org i 1-6 LK.McLEAN ASSOCIATES,D.RC, ENGINEERING & SURVEYING 1 Town of Southaid Broad Meadows Tidal Wetland Restoration SECTION 2.0 STAFFING AND PROJECT ORGANIZATION In response to the specific requirements set forth in the RFP, LKMA has assembled an accomplished Project Team, highly qualified and experienced in performing all of the survey, engineering, and permitting services described in the RFP. Below is our organization chart showing key personnel we would make available to the Town for this project. Resumes maybe found in our Appendix. ! ENGINEERING SERVICES BROAD MEADOWS TIDAL WETLAND RESTORATION ' Organization Chart i .. _". .. .. . dry- ..■.y���.'.�'� rT PROJECT OFFICER PROJECT MANAGER QA/QC OFFICER .�_ ..W Ills AM WHEN The Project Team has been structured to offer a seamless organization that will function responsively to the needs and challenges of this project through the delegation of key responsibilities to a relatively small group of dedicated project and discipline leaders. This form of project organization will establish a cohesive project operating unit that will assign accountability to a limited number of experienced senior staff, all with extensive design and construction experience and backgrounds. Brief introductions to our key staff are as follows: Keith Masseria, P.E. will serve as Project Manager. Keith is highly experienced on coastal projects that require hydrologic and hydraulic analysis, flood plain analysis and wetland restoration. He is experienced using HEC-RAS software and AutoDesk Storm and Sanitary Analysis Software. Keith has designed and permitted numerous fish passage projects on dams located on several Long Island Rivers, including the Peconic River, Carlls River, Carmans River, Little River, Alewife Creek and Parsonage Creek. As a lead design engineer, Keith's fish ladder experience includes: Woodhull Dam (Peconic River); Upper Mills Dam (Peconic River); Forge Road Dam (Peconic River); Elda Lake 2-1 LIG McLEAN ASSOCIATES,D.P.C. Town of Southold Broad Meadows Tidal Wetland Restoration s (Carlls River); Southards Pond (Carlls River); Silver Lake / Carolines Pond (Parsonage j Creek), Alewife Creek, and Southaven Park Dam (Carmans River). Recently, Keith has designed and permitted wetland restoration projects including the Indian Island County i Park Terrys Creek Wetland Restoration Project and the Shoreline Improvements in South Valley Stream. It is notable that he recently designed self-regulating tide (SRT) gates for E the Silver Lake Drainage Improvements Project in Baldwin for NCDPW. i Chuck Hamilton (AMW) will serve as the Team's Wetland Specialist. From 1973 — 2010, Chuck worked for the NYSDEC and held a variety of positions. Most notably, Chuck served as the Regional Supervisor of Natural Resources for Region 1 (Nassau & Suffolk) from 1993 — 2010. His responsibilities included overseeing and supervising regional operations of the Bureau of Fisheries, Wildlife, Marine Resources, Bureau of Habitat Protection, Public Land Management, Real Property Acquisition and Management, Fire Management, and Forest Protection and the Division of Mineral Resources. He also supervised the development of Unit Management Plans for state- owned tidal wetlands and upland forested public use areas and coordinated enforcement investigations and case settlements under Freshwater Wetlands, Tidal Wetlands and Protection of Water regulations. I ' Y Christopher Dwyer will serve as is LKII Project Officer. Chris, a resident of Southold,will serve as the Town's executive point of contact. For over thirty years, Chris has managed many high profile projects for most of the Townships in Suffolk and beyond. He is well respected by both local municipal officials and construction contractors throughout Long Island. Mr. Dwyer has excellent communication skills and a well-earned reputation for successfully completing projects on time and within budget. Robert Steele, P.E., is LKMA's President/CEO and will serve as a Senior Engineer. Bob has over 25 years of experience, during which he has successfully developed practical and economical drainage solutions for several complex urban watersheds and shoreline stabilization projects. He is intimately experienced with the use of the EPA's SWMM model (Route 110 Drainage/Roadway Improvements, the Flushing Meadows/Corona Park Drainage Study, the Penataquit Creek Drainage Study, and Silver Lake Drainage Study, for hydrologic and hydraulic analyses of large watershed areas. Bob has designed self-regulating (SRT) gates for projects including the NYS Route 110 Drainage Improvement Project in Huntington (NYSDOT) and the Silver Lake Drainage Improvement Project in Baldwin (NCDPW). James Peterman, P.E., will serve as LKMA's Quality Assurance Engineer. Jim has recently joined LKMA after serving 33 years for the Suffolk County Department of Public Works. During his time at the County, Jim held County titles including Chief Deputy Commissioner, Assistant to the Chief Engineer of Highways, Structures and Waterways, and Director of Highway Design and Construction. He was selected by the local ASCE Chapter as Engineer of the Year in 2011. i Ryan Cusack, E.I.T., will serve as LKMA's Project Engineer. Ryan is adept at stormwater modeling using AutoDesk Storm and Sanitary Analysis Software and HEC- RAS. Since starting at LKMA in 2018, he has worked on significant projects such as the 2-2 LK.McLEAN ASSOCIATES,D.P.C. ENGINEERING & SURVEYING Town of Southold Broad Meadows Tidal Wetland Restoration I ' Barnum Island / Harbor Isle Drainage Improvements Study (NCDPW), Woodhull Dam Fish Passage (SCDPW), Upper Mills Dam Fish Passage (SCDPW), Alewife Creek Fish Passage (TOSH), Southaven Dam Fish Passage (SCDPW), Indian Island County Park Wetland Restoration and the Stewart Airport Drainage Diversion Study (NYSDOT). It is notable that Ryan is experienced with the creation of flood inundation maps using HEC- }j RAS software. Tamara Stillman, P.L.S. is LKMA's Director of Survey. Tammy has over 30 years of comprehensive experience in both office and field survey. She has worked on a number of NYSDOT Term Agreement for Survey Services (TASS) projects, and as an Assistant Project Manager has interacted with clients on various types of survey and mapping t projects.Tammy is experienced in performing topographic, boundary, hydraulic and GPS j surveys for dozens of transportation and site development projects. Y Kara O'Neill, GISP, will serve as LKMA's GIS Analyst: Kara is an experienced GIS Analyst with a skill set that includes both a civil engineering and a traffic planning background. Her skills include spatial analysis, enterprise map production with ArcGIS-ArcMap, QA/QC of tabular and spatial GIS data and research, and development and implementation of Enterprise GIS systems. She has been providing GIS support in both the private and public sector for the last sixteen yea rs. As you will see, we have a diversified staff of professional people available "in-house" to meet the needs of this project. i i 2-3 LK.McLFAN ASSOCIATES,D,P.C. EN:G.1_N.�CR`.IN© 4 S�VRNXV�IN,G Town of Southold Broad Meadows Tidal Wetland Restoration SECTION 3.0 PROJECT APPROACH &SCOPE OF WORK 9 t I 3.1 Project Approach It is our understanding that the Town of Southold in partnership with Ducks Unlimited, Inc. and I the NYSDEC is seeking to retain an engineering team for the design, permitting and construction management of the Broad Meadows Tidal Wetland Restoration Project located in Orient near the i headwaters of the Narrow River. We understand that the Broad Meadows Marsh is impounded at its downstream end by a 230-ft long earthen berm with two 24" diameter culverts and flap gates. This condition has restricted the natural tidal fluctuation in the wetlands,which has resulted in the intertidal and high salt marshes supplanted with a dense phragmites-infested marsh. We have closely reviewed the RFP,the conceptual design report entitled "Narrow River Enhancement and Phragmites Management, Orient, Town of Southold" and we understand that our efforts will j build upon the recommendations of that study. Per the RFP, this project entails the necessary survey, data collection, hydrologic & hydraulic modeling,floodplain analysis and wetland analysis to develop final design plans and specifications that will: 1) Replace the existing double 24"culverts and flap gates with larger capacity culverts equipped with self-regulating tide gates (SRTG). 2) Modify the portion of the Latham Farm Ditch located on the NYSDEC property to reduce saltwater intrusion to the adjacent farmlands and to provide foot access to the NYSDEC woodland to the east. G The critical aspect of this project, is to properly size new culverts equipped with SRTG's that meet the goal of restoring healthyl tidal inundation of the Broad Meadows Marsh, while avoiding new flooding conditions on Narrow River Road, Latham Farm and NYS Route 25. In the case of Narrow River Road,we are aware that this is challenging because approximately 300-feet of the roadway adjacent to the marsh has elevations lower than the MHHW elevation of 1.44(NAVD88) and some sections of road fall below the MHW elevation of 1.12. Not creating a flooding condition on Latham Farm is also a highly sensitive issue,since the study indicates that elevations on the Latham property are approximately elevation 2.5 (NAVD88) but may have areas where it dips even lower. LKMA recognizes the need to perform detailed field survey of the adjacent topography (berm) between the marsh and Latham Farm for identifying potential low areas that may need to be elevated to mitigate flooding on the farm because of the future water levels within the wetland. Topographic and Bathymetric Survey&Mapping Accurate horizontal and vertical survey data with sufficient detail both inside and around the perimeter of the Broad Meadow Wetland will be critical to our floodplain analysis for the proposed design alternatives. In our opinion, with the dense phragmites infestation, it is unlikely that the available USGS Lidar contour maps or any Lidar technology can provide the necessary vertical accuracy of the ground elevation,which is required to represent the true wetland storage volume or cross sectional geometry of conveyance pathways inside the wetland. Similarly, since critical 3-1 LK.McLEAN ASSOCIATES,D.P.C. ENGINEERING & SURVEYING Town of Southold Broad Meadows Tidal Wetland Restoration i berm elevations at Latham Farm may be in wooded areas, we intend to survey the topography at € Latham Farm's adjacent lands with RTK GPS equipment. LKMA will utilize two-man survey crews equipped with Trimble RTK GPS technology to collect survey data on foot through the wetlands and wooded areas. Survey points will be collected at a spacing of approximately 200 feet O.C. grid and at visible changes in grade,vegetation type and open water channel geometry. Bathymetric survey of the channels,where not accessible via foot, will be collected via our survey kayak specially fitted with our RTK GPS equipped hydro acoustic sonar system called HydroLite-TM. This system allows the collection of horizontal and vertical data of the bay bottom floor while the kayak is moving up to speeds of approximately 5 knots. LKMA's Trimble RTK GPS has a vertical accuracy of 0.2 feet and a horizontal accuracy of 0.08 feet. Over the numerous points to be collected inside the marsh,we anticipate this error to equal itself out with regard to calculating an accurate storage volume of the wetland. All horizontal surveyed data will be referenced to the North American Datum of 1983 (NAD83) and all vertical data will be in the North American Vertical Datum (NAVD88). I i �i jU LKMA s Survey Kayak in Action Collecting Bathymetry around Bug Lighthouse In the proposed work area (i.e. existing dyke and Latham ditch), high precision horizontal and vertical control points will be set with static GPS Relative Positioning techniques that tie into NSRS HARN or CORS control stations and establish primary horizontal control at the project site. The coordinate system will be in the New York State Plane Coordinate System(NYSPCS) NAD 83, Long Island Zone (3104) and the vertical datum will be NAVD 88. To establish Primary Vertical Project Control, LKMA will use differential leveling techniques at the project site. The products of the survey and mapping task will be a digital terrain model (DTM) of the entire Broad Meadows Wetland and a detailed base map of the dyke and Latham ditch area suitable for development of final design plans. All surveyed information will be mapped in digital Autodesk Civil 3D format. The existing conditions base map in the proposed work area will include: r the existing dyke Culverts (size, material, inverts) 3-2 LK.MCLEAN ASSOCIATES,D.P.C. '�N,G 1NEE•f11NG Lv;S,U f) ,,',E_YIN 6. 1 i Town of Southold i Broad Meadows Tidal Wetland Restoration i Wetlands boundaries Vegetation boundaries i Trees over 6" diameter that may require removal Y Adjacent property lines Utilities Prior to field survey,wetlands boundaries in the vicinity of the work area will be delineated by our wetland specialist. It is assumed that delineation of the wetland boundary around the entire Broad Meadows Wetland is not required for this project and can be approximated from existing DEC wetland maps, The figure below indicates our proposed limits of survey. All culvert roadway crossings within the limits will be included in the survey i. 1J.; �`•.}iti '$� =' s+P.)d9d� •d.,may wn^Ss-t�,gy7 t..TM-}t.'RY., �,s/' i,Y�� �td47�. ry,)7'7'•I, a M �4'. �.��+{/,��IzY' k5) rem:.. :.i.1� .z� � 's.'I'• .�Z'l:"lu s"9i, j'�, iayNh ,r':fd `i;'Y r.•�� Limits of survey for DTM x; t ,:r!•';,a., using RTK GPS P. !;Ti�''' 1111111 p�` ,ti y "`.q•�'" -a Limits of Work Area Base �'�!•,••`��"`� 1� Map for Contract PlansE: Proposed Survey Limits 3-3 LK,MaLEAN ASSOCIATES,D.P.C. ENGINEERING 6 SURVEYING Town of Southold Broad Meadows Tidal Wetland Restoration i 1 f Vegetation Survey ( Based on the significant size of the project, we will be utilizing drone technology to efficiently delineate the various vegetation communities within the Broad Meadows Tidal Wetland. At the I on-set of the project, our drone sub-contractor will use a DA Phantom 4 Professional Unmanned Aerial System (UAS), equipped with a 20-megapixel digital single lens reflex (DSLR) camera to capture imagery of the site.The UAS will be flown autonomously over the site in a back-and-forth pattern with the camera positioned at nadir taking pictures at set intervals of the ground below. This will be done in 6-acre sections for flights flown at 40m-60m above ground level (AGL). Approximately 270 images will be captured per 6-acre 40-60m AGL section. This process will create approximately 12 sections for the 40m-60m dataset. Industry leading Pix4Dmapper software will be used to create the final mapping products using a process known as SFM. This is a process in which a three-dimensional structure (point cloud) is I created using two dimensional images. The imagery is then stitched together using multiple tie points from each image to create an orthomosaic image and digital surface model (DSM). This process will be done for each of the sections of imagery captured via the UAS.These products will be automatically georeferenced using the geolocation data stored in the metadata of each image and created by the navigation grade GPS built into the UAS. This allows the mapping products, without any ground control points, to be within a few feet of their real-world positions when viewed in most geographic information systems. Ground resolution/ground sampling distance (GSD)for the 40m-60m datasets will be approximately 1.1 cm/px.GSD will vary for flights/sections that deviate from 40m-60m AGL. Our wetland specialist will perform a desktop review of the aerial imagery to delineate the various communities of vegetation (invasive/native)that populates the existing marsh. Geotechnical Investigations We proposed that two soil borings be performed to a 30' depth soil borings along the center of the dyke (if accessible). Soil Borings will be logged with respect to blow counts and will be classified in accordance with the Unified Soil Classification System. The soil borings will be necessary to classify the subsurface soils for the design of the culverts and possible need for pile support below the culverts for stability. i Floodplain Modeling and Analysis LKMA will develop a 2D computational model using the USACE Hydrologic Engineering Center's River Analysis System (HEC-RAS) and will perform unsteady flow analysis of the model using tide data collected with water level loggers and documented tide levels recorded in nearby tide gage (Orient Harbor Gage). Water level loggers will be installed downstream and upstream of the dyke for a minimum of one month to identify water surface elevations during an entire tide cycle and the local mean high water. The two-dimensional unsteady flow routing will be performed using the diffusion wave equation set in HEC-RAS. A 2D flow area and accompanying computational mesh of the terrain will be developed using the surveyed surface of the project site as well as the NOAA LIDAR contours. All 3-4 LK.McLEAN ASSOCIATES,D,RC. ENGINEERING & SURVEYING Town of Southold Brood Meadows Tidal Wetland Restoration I unsteady flow data for the project site will be entered as boundary conditions that will be applied and analyzed during the unsteady flow analysis. Using HEC-RAS's .3D Viewer capabilities, the resultant model can be viewed and evaluated at the 3D level. This analysis will simulate the tidal inundation reaches in the wetland and water surface elevations that can be expected to occur throughout the tide cycle for the proposed alternative hydraulic conditions. The analysis will document typical tidal, low-flow, and storm surge conditions, including seasonal variations. In addition, these events will need to be analyzed in concert with simultaneous precipitation events I to determine if rainfall has the potential to raise water surface elevations within the wetland to a point where flooding occurs outside the wetland. Hydraulic calculations will be performed using Autodesk Storm & Sanitary Analysis software which utilizes USEPA SWMM methodology. The figure below is an example of a flood inundation map LKMA recently developed for our Shelter ' Island Fer_ry..Flood_Mitiption Study:: L 71 1 Example of LKMA flood inundation map for the Shelterlsland Ferry Flood Mitigation Study LKMA will work with our wetland specialist, Chuck Hamilton, to determine the optimum culvert and tide gate configuration necessary to target the phragmites communities based on the vegetation survey&ground elevations. Per the RFP, a minimum of three proposed structure configurations and settings for optimization of the SRGT design will be evaluated. A draft design alternatives memo shall be developed summarizing the alternatives and comparing the benefits of the alternatives with respect to anticipated construction cost, relative ability of the proposed tide gate configuration to accommodate future increased tidal flow assuming that Narrow River Road is raised as part of a subsequent project, and ecological outcomes. The narrative shall address the ability of the 3-S LK.MCLEM ASSOCIATES,D.P.C. ENGINEERING & SURVEYING i i Town of Southold Broad Meadows Tidal Wetland Restoration I alternatives to meet the overall project objectives and accommodate future planning, sea level rise, and land use and ownership changes. After the project stakeholders select the preferred design, a draft Basis of Design Report will be submitted for review and comment to the Partners. Comments will be addressed and submitted in a final Basis of Design Report within two weeks unless major revisions are required. Design Plans and Specifications LKMA will develop design plans,specifications and estimate for the selected alternative. Drawings will be developed using AutoDesk Civil 3D software. Submittals will be made at the 301/G, 60%, 90%and 100%complete stages. LKMA will update Engineer's estimates for each submittal made. Specifications will be submitted starting with the 60% design submittal. Permit applications will be submitted with the 60% submittal. The following drawings are anticipated to be required: Title Sheet and Location Map General Notes, Legend, Index and Abbreviations Existing Conditions with site photographs General Plans Grading Plans Landscape/Planting Plans Typical Sections of Culvert Installations Miscellaneous Details (Culvert, Headwalls,Tide Gates, etc.) Sediment and Erosion control Plan Construction Staging Plans with Cofferdams Environmental Permitting Our subconsultant, Chuck Hamilton (AM Weber),will prepare environmental permit applications, required narratives and coordinate with permitting agencies. LKMA and AM Weber representatives will attend necessary public hearings for the permits. Anticipated permits include: Y NYSDEC Tidal Wetlands, Freshwater Wetlands, Protection of Waters,Water Quality Certification y USACOE: section 404 General Permit (i.e. Nationwide Permit 27) NY Department of State Consistency Certification with Coastal Management Program New York State Historic Preservation Office Consultation ; New York state Natural Heritage Program Consultation Town of Southold: Trustees and Local Waterfront Revitalization Program Construction Management LKMA will support the Town by providing construction administration and inspection on a part time basis to a level necessary to ensure the contractor is performing the work in accordance with the design plans,specifications and environmental permit conditions. It is our experience that the level of inspection will vary dependent on the type of operations being performed. LKMA will supply a NICET III level inspector to perform the part time inspection services at an estimated 16- 20 hours per week. Chris Dwyer, a Southold Resident, will provide construction administration 3-6 LK.McLEAN ASSOCIATES,D.RC. ENGINEERING 6 SURVEYING Town of Southold Broad Meadows Tidal Wetland Restoration services in addition to regularly monitoring progress on-site with the contractor and Town i ! representatives. We would estimate that a 5 month construction duration would be required for this project. i 3.2 Scope of Work (from RFP) TASK 1 - Project Management and Meetings 9 This task shall include coordination and communication throughout the duration of the project. Within three weeks of contract execution, the Consultant shall coordinate and conduct a virtual project kickoff meeting with the Town, DU and NYSDEC (hereafter referred to as the Partners). I The kickoff meeting will include a review of the conceptual design, project goals, scope of work, i existing data, design schedule, and budget. After the project kickoff meeting, one on-site meeting shall be coordinated to review site j conditions with the Partners. Additionally, design review meetings will be scheduled following submittal of each ofthe design iterations(30%,60%,90%,final design plans,and report submittals i as described in subsequent sections).These meetings will be held virtually,and the Consultant will prepare and distribute timely meeting notes to the Partners under this task. Preparation of materials for and attendance at one public information meeting shall be included in this task. TASK 2- Data Collection and Reporting The Consultant shall collect and review existing studies in and around the Narrow River/Broad Meadows Marsh area. Relevant data shall be compiled and analyzed for consistency and applicability to support the Consultant's design and analyses. The Consultant is responsible for obtaining necessary and sufficient field information to support the development of the engineering design.The Consultant must coordinate with the Partners to schedule site visits. Data collection is anticipated to include a topographic and bathymetric survey, a property boundary survey, a vegetation survey and wetland delineation, water surface elevation data, a geotechnical site investigation, and sediment characterization for scour potential. An environmental site investigation is not included in this Scope of Work. Reports documenting data collection efforts (describing methods and results) shall be prepared and submitted under this task. The proposal shall include a detailed description and justification for the proposed data collection types and methods. This must include the consideration of conventional survey, RTK-GPS, airborne and terrestrial LiDAR, and any other suitable methods which can be used individually or in combination. A topographic drawing shall be prepared to document the surveyed areas, locations of tidal gauges and water level loggers, soil and sediment samples,geotechnical boring locations and depths, etc. 3-7 L K McLEAN ASSOCIATES.D.P.C. ',E N 0.1 N-i E,N I'A'_ 6.S'U R V•C Y*I44M, i , Town of Southold Broad Meadows Tidal Wettand Restoration Water level loggers installed for at least a month shall be used to determine flooding duration on marsh surfaces in the project area during the entire tidal cycle and to determine local mean high water (MHW) and mean higher high water (MHHW). Water level logger installation shall be coordinated such that at least two spring tide cycles are captured, TASK 3- Modeling and Analysis The proposed restoration efforts require a comprehensive understanding of hydrodynamic processes in and around Narrow River.Analyses will be used to assess the impact of reintroduced tidal influence and changes in flood conveyance and drainage patterns on surrounding lands and infrastructure.The project will require the development of existing conditions models, preparation of design alternatives, and the development of proposed conditions models.All work performed, methods and assumptions used, and analytical results shall be thoroughly documented. In particular, tidal flow barriers or issues affecting hydrology and sediment within the project area shall be identified and considered as part of the project design. The Consultant shall utilize acceptable and approved models for analyzing the project. The Consultant shall apply the model to simulate the floodplain conditions in the project area under the existing conditions as well as underthe proposed conditions. Models representing the existing and the proposed conditions shall evaluate typical tidal,low-flow,and storm conditions,including seasonal variations. Precipitation events/freshwater inputs should be considered for impact on model performance. The models shall also account for the elevations necessary to target for Phragmites management based on the vegetation surveys. The Consultant shall evaluate a minimum of three proposed structure configurations and settings for optimization of the SRTG design (i.e.variations in number and size of openings).A draft design alternatives memo shall be developed summarizing the alternatives and comparing the benefits of the alternatives with respect to anticipated construction cost, relative ability of the proposed tide gate configuration to accommodate future increased tidal flow assuming that Narrow River Road is raised as part of a subsequent project, and ecological outcomes (ability of the alternatives to meet the overall project objectives and accommodate future planning, sea level rise, and land use and ownership changes). A preferred design alternative will be selected by the project stakeholders. After the preferred design alternative is selected, and concurrently with advancement of design plans, a draft Basis of Design Report shall be submitted for review. The Partners will review and provide comment, and a final Basis of Design Report, incorporating any required revisions, shall 1 be submitted within two weeks unless any major changes are required. The report will generally include(but may be structured as the Consultant sees fit): 1 r Introduction/background - objectives, scope, design criteria, etc.; Site Description - characteristics, existing conditions, data collected, and proposed modifications; v Description of Analyses Completed - model selection and approach, development & calibration, assumptions, etc.; 3-8 LK.McLEAN ASSOCIATES,D,RC. ENGINEERING 9 SURVEYING Town of Southold Broad Meadows Tidal Wetland Restoration Summary of Alternatives Considered (from technical memo); Description of Proposed Conditions for selected Alternative - description of impacts of proposed construction during modeled scenarios and identification of potential issues impacting hydrology and sediment within the project area; Conclusions - summary of findings and results; Appendices -technical information, laboratory test results, model outputs, etc. TASK 4- Development of Design Plans and Specifications Upon selection of the preferred design alternative, the Consultant shall begin assembling a 30% design plan set that incorporates the design approach chosen. A draft cost estimate shall be prepared and submitted along with the 30%design. Upon receipt of comments from the Partners on the 30% plans, 60% design plans and draft specifications shall be developed. The Town will provide front-end bidding documents to be incorporated into the specification package. Upon receipt of comments from the Partners on the 60% plans and specifications, the 60% plans will be updated and submitted for permitting. Plans developed for permitting shall be sealed by a registered engineer licensed in the State of New York. Comments received during permitting shall be incorporated into the 90% plans. The 90% submittal to the Town shall include drawings and technical specifications. Final comments received on the 90% plans and specifications will be incorporated into the Final Design Plans and technical specifications. Final Design Plans shall be sealed by a registered engineer licensed in the State of New York. TASK 5-0peration, Maintenance and Emergency Action Planning This task shall involve development of an Operation and Maintenance (O&M) Plan and an Emergency Action Plan (EAP) for the proposed structure. The O&M Plan shall include, at a minimum, a description of the components and functionality of the structure and an outline of routine maintenance and inspections required. The EAP shall include, at a minimum, emergency notification procedures and a notification flowchart. The flowchart shall contain owner/operator information, local emergency responders, Suffolk County emergency personnel and adjacent property owners that could be impacted by an emergent condition at the structure location. The EAP shall also outline actions to be taken as a result of observed conditions at the site.The Partners will review and provide comments on the draft copies of the plans and the Consultant will incorporate any required revisions and submit final plans within two weeks, unless any major changes are required. F TASK 6-Permitting This task will include all necessary efforts to acquire permits to implement the final design. i Necessary efforts shall include, but are not limited to, completion of administrative tasks, attendance at public hearings, preparation and submittal of complete and comprehensive application packages, and coordination with permitting agencies throughout the permit application process.Anticipated permits may include but are not limited to: 3-9 LK.McLEAN ASSOCIATES,D.RC, '4 N�01 N.I�R7 A G '8` S;UA,!Y E,X'I'A.0 Town of Southold i Broad Meadows Tidal Wetland Restoration r New York State Department of Environmental Conservation: Tidal Wetlands, Freshwater I Wetlands, Protection of Waters,Water Quality Certification; US Army Corps of Engineers; Section 404 General Permit (i.e. Nationwide Permit 27); New York Department of State Consistency Certification with the Coastal Management Program; New York State Historic Preservation Office Consultation; y7 New York State Natural Heritage Program Consultation; Town of Southold:Trustees and Local Waterfront Revitalization Program The National Environmental Policy Act(NEPA) review process, including Section 7 and Section 106 reporting, has been completed. Species information will be provided. Draft permit applications and supporting information shall be submitted to the Partners for review. Four conference calls between the Consultant and the Partners shall be coordinated to provide updates on the status of permits. Meeting minutes for all meetings'shall be prepared and submitted by the Consultant in a timely manner. All applicable and necessary changes required for successful permitting shall be reviewed with the Partners and incorporated into the final plans. TASK 7- Bidding Support The Consultant will assist the Partners during the construction bid phase of the project. These efforts will include conducting a pre-bid conference, preparing up to two addenda to address bidder questions, evaluating bids, and assisting with contractor selection. The Town will solicit bids and prepare the bid tabulation. TASK 8- Construction Management The Consultant shall support the Town by providing administration and construction observation services.Part-time construction observation shall be provided to monitor progress and ensure the project is being constructed in conformation with the Contract Documents. The Consultant's representative shall coordinate with the Contractor and be onsite during all concrete pours and critical phases of construction which may include but are not limited to: Cofferdam construction and dewatering, Preparation of subgrades for retaining walls or structures; i- Pouring of structural concrete; Backfilling and compaction; Installation of riprap slope protection; and Y Final grading and stabilization of disturbed areas. The Consultant should assume that site visits will be performed at least once per week when the Contractor or any subcontractors are performing work onsite. Site visits shall be conducted more frequently during critical construction phases.The Consultant shall host weekly progress meetings during construction, and meeting notes shall be prepared and provided to attendees. 3-10 LK McLEAN ASSOCIATES,D.P,C, ENGINEERING 6 SURVEYING { i Town of Southold Broad Meadows Tidal Wetland Restoration The Consultant shall provide its representative(s) with all requirements, tools, and personal protective equipment necessary to complete the work under this task which shall include: Reviewing the Contract Documents (bid documents, construction plans, permits) prior to construction; >- Attending project meetings including the Pre-Construction meeting, weekly progress meetings, and a final walkthrough at the completion of construction; Tracking and filing all documents related to the project including but not limited to: concrete batch tickets, precast concrete shop drawings, aggregate and fill scale tickets, receipts for pipe material, seed mix, and other documentation to show compliance of materials with project specifications; Providing photo documentation of key phases of construction; r Reviewing the Contractor's proposed change orders to evaluate merit and recommending approval or rejection with documentation of reasoning; Reviewing Contractor invoices to determine accurate progress claims and providing a recommendation for payment, Inspecting construction to verify adherence to construction contract specifications and drawings; y Reviewing As-built drawings; Monitoring implementation of Erosion and Sediment Control best management practices; r Monitoring best safety practices; Immediately notifying the Town if any violations are observed; Coordinating material testing including hiring a certified concrete testing firm to provide concrete testing (air entrainment, temperature, slump, and compressive strength testing of concrete cylinders for each pour); Inspecting all structural aspects of the project including cofferdam construction, construction dewatering, subgrade preparation, construction/placement of structural components (forms, concrete, rebar placement and sizes,etc.) and backfilling; r Providing a construction completion package including any notes taken during field visits, documentation related to the construction, photos, and elevations and measurements; and Y Documenting non-conforming work,corrective measures,and as-built deviations from the final design plans and technical specifications. 3-11 LK.McLEAN ASSOCIATES,MAC, ENGINEERING 8 SURVEYING i Town of Southold Broad Meadows Tidal Wetland Restoration 4 ' SECTION 4.0 COST PROPOSAL AND SCHEDULE I 4.1 Fee Summary The below cost proposal represents our proposed note to exceed cost: Task Proposed Not to Exceed Costs Task 1 —Project Management and Meetings $18,000 Task 2—Data Collection and Reporting $62,800 Task 3—Modeling and Analysis _ $301800. Task 4—Development of Design Plans and Specifications $54,900 Task 5—Operations, Maintenance and Emergency Action Plan $6,900 Task 6 - Permitting $17,800 N Task 7—Bidding Support $4,500 Task 8—Construction Management $43,500 Total Not to Exceed Fee = $239;200 - The above fee include all out-of-pocket expenses, 4.2 Technical Assumptions 1. Construction Management Fee Assumes a maximum 5 month construction duration. LKMA will provide part time inspection during the duration of construction. The level of inspection during this time is anticipated to range from 8 hrs/week to 20/hrs per week depending on the construction operations being performed. 2. Proposed Not to Exceed costs are inclusive of all expenses required for the project, including travel, lodging and meals, on-site meetings, teleconferences, overhead costs, such as telephone,fax, in-house reproductions and US Mailings. 3. Task 1 includes one kick off meeting, 6 design review meetings and 1 public meeting. 4. A NYSDEC permit fee of$1,000 is included in Task 6. 5. The cost of two 30' soil borings, rental of water level loggers (1 month) and a drone subcontractor for the vegetation survey are included in Task 2. 6. LKMA is not responsible for any construction means, methods,techniques, sequences, procedures, safety precautions or safety programs. 4-1 LK.McLEAN ASSOCIATES,D.P.C. ENGINEERING & SURVEYING Town of Southold Broad Meadows Tidal Wetland Restoration 4.3 Manhour Matrix Town of Southold y Broad MeadowsTidal Wetlands a , COST PROPOSAL MATRIX Scope of Work(Manhours) Direct Job Title Tasks Total Houdy Technical 1 2 3 4 5 1 6 7 8 Hours Rate Labor Sr,•Proect Manager 40 24 24 40 16 1 4 12- -,20�, - .190._I =$225,00^• :'S40,500.00 Project Officer :1 '""N - 21 $225.00 S4.726.00 Quality Assurance Engineer 2 . 4" 2 — e ., :52?S.OD° !. $100.00 Senitlr,En ineer- - _. =A= 14 16 .... 34. '.$200.00':I :. $6000.00 , Surva Manager 2 `2 421uo" $425.00 Senior Survevor. Is, 16 $108.75. $1740.00 Pa .Waf 120 __120. $153.66 : . '31 438-0 Rodman 120 120, $94.50. 'S1.1"3W.00 GIS Specialist 1 16 16 $165A0: 526-40,00 Wet!and Specialist(AM Wetter) 16__ 32• 2.1 16 Be 146 $225,00; ' S32J850.00 Ji.,iE a ear. 4D •40; 145, 330 - 24 1 24 15 e1e, 3146.00, !S71;070.00 Inspector- 1 300 '300 $115',00 1 !$34500,00 n Total Pt 1".'.1QO Z.A i ':Q70j5'°I"':2119 '¢�'407" 5" 42°?T'.1 '8(ij I. '•47;'°{;, 340.i,^ '•1561; `"r'Subtotair;µ;S220�828:00 7otaLPerTask=[518;000:00 .551,28300 -$.30,725.0Q. 554,8T5.0Q-$6;810.00 S16;71Q.00;.$4,4Z4,00"-.'%3,SODaO Tasks 1.Project Management and Meetings 2.Data Collection and Reporting 3.Modeling and Analysis Out of Pocket Expenses 4.Development of Design Plans and Specifications rae; ngs" $3,000.00 Included In Task 2 5.Operations,Maintenance and Emergency Action Planning ubcontractor $8,000.00 Included In Task 2 6.Permitting l Loggers 1 Month Rental $2,000.00 Included In Task 2 7.Bidding Support ermit Fee $1,000.00 Included In Task 8 1 8 Construction Management I t,!. .;i: ''; {FEESIRER'?ASKrINCLU-DING pUTQF EQGKETIEXpENSESn_ ' •2y — "�3.'�- i:, _a: ; ':b _I tl.•;6 �T`_ _ Ss iLGjnP'SI1n1,ETOtAISP,. „T88ft? itl;lltl0;Q0'-g62i783`,00�.R53Vr72500�,$54;g25:00 .'�$:et0,00 517,7J0:0n".$4425.00 r_443.50D.0Q RounUFee. !.S18000.OD 2 B.tltl; 59D'BtlD08 t;S54OtlD.tlO tv, ;sbsao;00'S17,tltl00A'_:s4;5DD:DD LUMP SUM TOTAL=$239,200.00 4.4 Project Schedule LKMA has the required staff to meet our proposed Project Schedule on the following page. :i 4-2 LK.MCLEAN ASSOCIATES,D.P.C. ENGINEERING & SURVEYING 1 1 i {3 7 I i t Ll &A Town of Southold BROAD MEADOWS TIDAL WETLANDS E PROJECT SCHEDULE for KEY TASKS 2026 IMF r{N IL!I VjirN��lM AY AAI XtY ./I! .$P :4'C�.IW�,HOC[. JAN !E/ YAA IWY JVN- Jl4' AVO aG' Ol:r NPY mc AN Il%p.l wa APR IL1Y' JUL T.YY DPsrnIPTroN ''�"ll:?':�',e i] :�•-a ?: d� '-''`Z=t .� �t �i�'��'re r"-- ;-f=/'�::� _—2 �-�1?-�"a_ 11�._._. ,•P"a-e'.'e T""'?' t IMtOJEGTMANAOEMENTY MEET/109 M1j 1 � ® tM� 1® �i�� {P�f) y�f' I : opTttcnuiann�iAtln,jnvoatuiq.a - - - -- .pI t ��� I'�.•q:+f �pl•--[� —_ - — -- -- MODELINOANDANALYO16 —•lly�':•, FI ;Q{ ;'At, I A OEYELOPYENTOF OEOION PLAN]d BPEO'a. '—i —,mayION _- �•I - — I I / OPDq ATIONO�MMTENANOEAND �•�P^•`,� _ _ EMEROENCT AOrION PLANNING a. I OIDOINO SUPPORT e CONSYRUCNON ttANAOEMFJR —-- - 1 -�® •Nnorvlww Pnt.pempr.LXn ' cp—MD•wamtY.YYPo i ucMcLMASWLhTMDAQ ' — iNDI XCEp IRO• 6Np Y[Y INp RESUMES S I KEITH MASSEMA, PE Project Manager ����� ESTABLIS ED 1950 , �; • �• �f �,,` Mr. Masseria has diversified experience in the field of civil engineering. He has experience in the design of highways, stormwater drainage systems, bulkheads, marinas, piers, shoreline I stabilization,dredging,breakwaters,road raisings,wetland mitigation,and fish passages. Mr. ;i Masseria has been involved with these projects in a variety of roles including Project Manager, Project Engineer, Construction Management and Construction Inspector. He is experienced with procuring environmental permits from the various permitting agencies including the ' NYSDEC, DOS, ACOE and Local Towns and Villages in an expedited manner. He is also j experienced with procuring permits from the NYSDEC Dam Safety Division when required. He is also adept at stormwater modeling and preparing plans in AutoCAD Land Desktop Development and 3D Civil. Some representative experience follows: EDUCATION: Town of Hempstead Path to the Park Shoreline Improvements in South Valley Stream: l o BS, Civil Engineering, LKMA provided survey, design and permitting services on this GOSR funded project. This 2008 project involved restoring the natural shoreline along Valley Stream from Cloverfield Road north to Mill Road and the adjacent 2,000-foot Path to the Park. The scope of work included REGISTRATION: invasive species removal, construction of berms for flood protection, expansion of wetland 0 PE, New York,2013 marsh areas, creation of scenic overlooks and stormwater quality improvements, Permits I 0 PE,Connecticut,2024 procured for this project included NYSEC,US Army Corps and NYS Department of State. (".ost: $4M ; Dale:2021; Role: Project Engineer PRACTICE AREAS: Indian Island County Park, Terrys Creek Wetland Restoration (Suffolk County Vector Coastal ri Marine Control):This project entailed restoring a historic tidal wetland which had been filled in with Engineering dredge spoils. Restoring/recreating this historically documented high functioning tidal Highway Design wetland/salt marsh ecosystem with mixed open water, high marsh habitat, intertidal marsh Fish Passages habitat and open water will increase filtering capacity, enhance the cycling of organic and Drainage Studies inorganic nutrients and pollutants, provide tidal flushing among other biological and CERTIFICATIONS: physiochemical services,and improve water quality conditions in the western Peconic Estuary. OSHA Lead in LKMA prepared all final design documents and secured all environmental permits to construct Construction the new tidal wetland. Cost: $1 M ; Date: 2022; Role: Project Engineer OSHA Asbestos Nassau County Department of Public Works Silver Lake Drainage Improvement Study Awareness & 30% Design, GOSR: Performed hydrologic and hydraulic analysis for a 2,67S-acre OSHA HAZWOPER watershed in order to identify deficiencies in the existing drainage system(s) of Silver Lake, Construction Safety located in Baldwin, NY, and develop alternative mitigation improvements that could be Training implemented within the available project budget. Cost: $1.7M; Date: 2022; Role: Project Engineer MEMBERSHIPS: NYS Department of Transportation Stewart Airport Drainage Diversion Study: The of the (Young Engineering purpose of this study was to investigate the possible flooding effects generated by diverting of the Year 2016) stormwater runoff in the project area into the Patton Brook Stream. LKMA developed a JOINED LKMA: computer drainage model using Storm and Sanitary Analysis Software to produce 2008 hydrographs from the various sub-watersheds within the overall 200-acre watershed area. The hydrographs developed using this software were input into US Army Corps of Engineers' CONTACT: HEC-RAS version 6.2.0 model to determine the existing and proposed flow rates within the kmasseria@lkma.com Patton Brook, and floodplain encroachment's along the Patton Brook. Date: 2022; Role: 631.286.8668 Project Engineer www.lkma.com L.K.McLEAN ASSOCIATES,P.C. ENGINEERS & SURVEYORS i KEITH MASSERIA, PE � Suffolk County Parks Department Southaven Dam: Project involved survey, design and permitting services for the construction of a pool and weir fish passage along the Carmans River in Yaphank. C osi: $625K; Dalo: Active; Role: Project Manager i Suffolk County Department of Public Works Fish Passage at Woodhull's Dam: Project involved survey and design services forthe construction of a pool and weir fish passage along the Little River in Southampton, Cost: $630K; Date;2022; Role: Project Engineer i Suffolk County Department of Public Works Upper Mills Fish Passage, Riverhead: Project involved survey and design services for a nature-like fish passage along the Peconic River in Riverhead, Cost: $2.1 M; Date:Active; Role: Project Engineer Town of Brookhaven Forge Road Culvert&Fish Passage,Calverton: Project involved survey, design and permitting services for the construction of an Alaskan Steeppass along the Peconic River in Calverton. Cost: $560K; Date:: Active; Role: Project Engineer Town of Southampton Alewife Creek Fish Passage: Project involved survey,design and permitting services for a fish passage along Alewife Creek in North Sea. The proposed design removes an existing 36" diameter culvert which is too steep and too high to provide fish passage at all stages of the tide. The culvert will be replaced with a new 4'x6' concrete box culvert with a III; lower invert elevation. Cost: $911K; Dale:Active; Role: Project Manager Nassau County Department of Public Works Parsonage Creek Fish Passage at Carolines Lake: Project involved survey, design and permitting services for a fish passage along Parsonage Creek at Carolines Lake in Baldwin. Fish passage was provided by reconstructing an existing channel to include a low flow trapezoidal channel. In addition, the existing 410 box culvert at Wateredge Avenue was retrofitted to include baffles to create deeper depths during low flow conditions. Date: 2022; Role: Project Engineer Town of Babylon Carlls River Fish Passage at Southards Pond: Project involved survey,design and permitting services for a nature-like fish passage along the Carlls River at Southards Pond in Babylon. Cost: $540K; Date:Active; Role: Project Engineer Town of Babylon Carlls River Fish Passage at Elda Lake: Project involved survey,design and permitting services for a denil style fish passage along the Carlls River at Elda Lake in Babylon. Cost: $313K; Date:Active; Role: Project Engineer Town of North Hempstead Allen Street&Brian Street Drainage Investigations: Performed hydrologic and hydraulic analysis using EPA SWMMM methodology for a 1,130-acre watershed in order to determine the cause of severe flooding that was occurring at the low points on Allen Street and Brian Street located in Herricks,NY. LKMA's drainage analysis revealed the cause of the severe flooding and final design plans were developed to correct the flooding condition. Cost: $0.2M; Date:2014; Role: Project Engineer NYS Department of Transportation Flushing Meadows-Corona Park Watershed Study: Project involved the hydrologic and hydraulic analysis of the 714-acre Corona Park Watershed located in Flushing, New York. The purpose of the project was to identify drainage deficiencies on the Van Wyck Expressway and Grand Central Parkway as well as the adjacent hydraulic system of Corona Park,which consists of a series of interconnected lakes, channels and culverts. Date: 2016; Role: Project Engineer Village of Garden City, Meadow Street Drainage Improvements Study: Project involved the hydrologic and hydraulic analysis of a 1,450-acre watershed in order to determine the cause of severe flooding that occurs at the low point on Meadow Street i located in the Village of Garden City. LKMA's drainage analysis revealed the cause of flooding and developed alternatives to mitigate the flooding condition. Cost: $1.42 ; Date:2022: Role: Project Manager Town of Babylon Road Raising and Drainage Improvements Study: Project involved the hydrologic and hydraulic analysis of 142 drainage systems throughout four neighborhoods along the south,shore in the Town of Babylon. The purpose of this project was to investigate the existing roadway elevations and stormwater runoff deficiencies and identify flood reduction projects that, when implemented, will address the existing stormwater runoff deficiencies and provide protection from tidal inundation. LKMA developed short term and long term solutions to upgrade the roadways and drainage systems to handle the design storm event. Cost; $117M ; Date; 2022; Role: Project Manager L.K.McLEAN ASSOCIATES,P.C. -' EN GIN EERS & SURVEYORS CHRISTOPHER DWYER Project Officer/Construction Manager X AAA- Mr. Dwyer has particular expertise in the design and construction of a variety of municipal ,;,.,✓.f,.� building projects. Building additions, rehabilitation, renovations and new construction. for over thirty years Chris has managed many high profile projects for most of the Townships in Suffolk and beyond. He also has an excellent working relationship with the various permitting i agencies that can be involved in a project (e.g. NYSDEC, NYSDOT, SCDPW and the Suffolk County Health Department as well as all of the local utilities. He is also well respected by both local municipal officials and construction contractors throughout Long Island.Chris brings an ' informed perspective to this project and has a particular"knack" for identifying and solving problems whenever they arise in a fair and equitable manner. Mr. Dwyer has excellent communication skills and a well-earned reputation for successfully completing projects on d time and within budget. Representative experience of Mr. Dwyer includes the following projects: EDUCATION: Medford Athletic Complex,Town of Brookhaven—Design and construction management • BS, SUNY Stony Brook of two(2)300'softball field renovations and the construction of a new multi-use artificial turf ; CERTIFICATIONS: field at the Town's existing recreational facility. The renovation of the two (2) existing fields • OSHA HAZWOPER consisted of removing the clay infield and replacing with a new state-of-the-art artificial turf • OSHA 10-hr Construction system, new drainage, dugouts, a new batting cage, new foulpoles, fencing, new ballfield Safety lighting systems and a new sod outfield area. The new multi-purpose field included new • OSHA HAZWOPER fencing,new ballfield lighting system(Musco),bleachers,drainage and field access.The entire Construction Safety Training project was constructed in 3 months using existing annual on-call requirements contracts.A PRACTICE AREAS: new 1200 amp electric service was coordinated by LKMA and new decorative entry wall Civil Engineering strcutures were constructed along the Horseblock Road entrance/exit. LKMA prepared all • Building Renovations construction drawings and procured all contracts for all of the above referenced • Parks improvements and provided construction management and support services (survey, • Athletic Fields administrative)for the project that was completed in August 2023. Date: 2023 ;Role: Project • Waste Management Manager JOINED LKMA: Town of Southold,Annex Building Renovation; 9000 SF Historic Building, Change of use 1991 from mercantile to municipal court room and offices; ADA compliant, NYS OCA approved. • Includes Roof and masonry restoration. Mr. Dwyer successfully managed this building consolidation and use project for the Town of Southold Engineering Department. Date:2022; Role: Project Manager Town of Southold, Highway Maintenance Garage-Provided planning,design,permit and bid documents, and construction support services for this project involving a 11,520 SF pole barn style maintenance garage with offices for the Highway Department. The building was constructed on a reinforced concrete foundation and includes amenities such as a locker room and shower,a breakroom,overhead vehicle exhaust extraction systems,hazardous fluid storage areas,waste oil heating units and two office spaces.Responsibilities included design, construction plans and specifications, cost estimates, and coordination of architectural features with structural and mechanical engineers. Cost: $2.4M; Date: 2015 ; Role: Project Manager Conifer Realty—Peconic Crossing Apartment(Riverhead)—Chris was the project manager CONTACT: for a transformative project in downtown Riverhead.The 43-unit apartment building required cdwyer@lkma.com a sanitary connection, innovative drainage and stormwater management design, utility 631.286.8668 coordination, landscaping, site lighting, road construction and construction support services. www.lkma.com LKMA and Beatty, Harvey, Coco Architects collaborated on this successful project. The apartment building remains fully rented and has sparked the development of other apartment complexes and the revitalization of the downtown business district. Role: Project Manager LIC McLEAN ASSOCIATES,D.P.C. ENGINEERING & SURVEYING CHRISTOPHER DWYER i Town of Brookhaven, Landfill Maintenance Garage and Administration Offices-Provided planning,design,permit and bid documents, and construction support services for this project involving a 21,410 SF pre-engineered metal building maintenance garage with a truck wash and offices at the Brookhaven Landfill.Responsibilities included design,construction plans and specifications, cost estimates, and construction administration. Cost: S9M; Date:2017; Role: Project:Manager Conifer Realty—Vineyard View Apartment Complex (Greenport)—Chris was the project manager for Southold Town's most prominent work-force housing project located in Greenport. The 50-unit apartment building required a sanitary collection system, sanitary pump station, connection to sewer district, innovative drainage and stormwater management design,utility coordination,landscaping,site lighting,road construction and construction support services.LKMA and Beatty, Harvey, Coco Architects collaborated on this successful project, The apartment building remains fully rented and provides an affordable home to many young families on the North Fork. Role: Project Manager City of Long Beach Dry Flood Proofing. 45,000 SF, dry flood proofing municipal maintenance facility, includes new concrete work,flood stop planking and concrete slab replacement. Role: Project Manager Town of Brookhaven Town Hall Roof Replacement:96,000 SF, demolition and delivery of a new 20 year warrantied TPO roof,new roof top equipment, pre cast concrete cleaning and restoration. Role: Project Manager City of Long Beach City Hall Fa4ade Repairs. Provided investigation,bid documentation and construction administration for repairs to post war composite brick masonry wall systems. Maintained the project budget during construction based on i repair priority. Role: Project Manager j Town of Brookhaven Longwood Estates: Documentation and reconstruction of Historic Ice House; hybrid timber framed with insulated double wall construction. Includes salvaging timber frame elements. Date: 2021 ; Role: Project Manager M j� Davis Park East Bath House Rehabilitation, Town of Brookhaven - Prepared construction drawings and technical I specifications for the selective demolition (roof removal) of the existing east bath-house situated in the Town's Davis Park I Marina Facility on Fire Island. The project consisted of preparing detailed construction drawings and specifications for the renovated interior and exterior of the building.The improvements included new tile floors and walls,new bathroom fixtures, partitions, accessories, upgrades to the existing sanitary manhole and lifting pumps (level indicators, controls, etc..), new cultured stone veneer at the entrances, new concrete composite"cedar" shake siding material, new roof structure/system, surveillance system and rehabilitated electric service to the building.All design work was performed in accordance with the New York State Building Code, National electric Code and latest ADA requirements.The project received a building permit from the Town's Building Department. Town of Southold Animal Shelter EAF, Suffolk County: Project entailed the review, modification and preparation of existing and/or additional site plan drawings,specifications,bid package and permits for improvements to the Town Animal Shelter. Responsible for document preparations, design modifications, permitting and contract management. Cost: $11k; Date;2005; Role: Project Manager Transfer Station Rehabilitation and Expansion, Town of Brookhaven - Provided construction monitoring and certification services for the construction of a 17,000 SF addition to the Town of Brookhaven's existing Municipal Solid Waste ' (MSW)Transfer Station Building.The project involved erection of a 90'x 190' clear span,for a metal building designated to handle the transfer of over 1000 tons of MSW per day.A climate controlled office/break room was provided with bathroom i facilities. Over 4500 tons of asphalt and 200 linear feet of 12'high pre-cast concrete pushwall were installed. L.IC McLEAN ASSOCIATES,D.P.C. ENGINEERING & SURVEYING 1 I JAMES K. PETERMAN, PE Senior Engineer/QA/QC Officer I�' AS . Mr.Peterman has over 39 years of experience in the planning,budgeting,design and construction of Highways, Bridges, Parks, Bulkheads,and Parking Lots. Before joining the LKMA Team in 2017, Mr.Peterman worked his way up the engineering ladder atthe Suffolk County Department of Public Works _ (SCDPW)starting as a Junior Civil Engineer Trainee out of college and eventually appointed to the Chief Deputy Commissioner and retiring in January 2017.As O.A/QC officer for LKMA, Mr. Peterman reviews designs, design calculations, plans, specifications, and estimates at various stages before submissions to insure consistency, clarity,accuracy, and to insure that best design principals and construction practices are incorporated. Mr. Peterman also is involved with the initial kickoff of designs with monitoring of plan sets as they progress to the PSE stage. Reviews consist of i; practicality of design insuring that the best value is achieved while meeting the desired goals of the project,safe constructability and construction phasing with least possible impact to the public and surrounding community. His analytical thinking looks for innovative ways to best resolve ---- --- situational design problems in the most cost effective and time constrained manner. EDUCATION: Town of Babylon West Lido Promenade Road Raising and Drainage Improvements: Provided • BS SUNY Buffalo,Civil survey, design and permitting for the road raising and drainage improvements along West Lido Engineering, 1984 Promenade in American Venice. This project is currently in the construction phase and is scheduled to be completed in the summer of 2023. Cost: $4M;Date:Active ;Role: QA/QC REGISTRATION: • PE,New York Town of Hempstead Barnum Island/Harbor Isle Drainage Improvements: Provided surrey,design, permitting and construction administration and inspection for the road raising and drainage PROFESSIONAL SOCIETIES improvements project along various roadways in Harbor Isle and Barnum Island. This project is currently • American Society of Civil in the construction phase and is schedule to be completed in the spring of 2023• Cost: $11.6M; Date: Engineers Active;Role: QA/QC PROFESSIONAL AWARDS Nassau County DPW West Shore Road Drainage Improvements: Project entailed topographic • ASCE Engineer of the Year LI survey and engineering design for the replacement of 750 linear feet of drainage pipe. To determine Branch 2011 the deficiencies and the best means of addressing the issue,LKMA hired a video inspection company to clean the pipes and perform a video inspection of the system. LKMA prepared a drainage investigation PRACTICE AREAS: report and final design plans and estimate for the rehabilitation of the drainage system. Cost: $500k; • Site/Engineering Date:2023;Role: QA/QC • Drainage Design • Construction Admin Town of Oyster Bay Hicks Avenue Area Highway Improvements Project: This project which • Coastal Resiliency entailed topographic survey and engineering design to perform roadway and drainage improvements • Highway Design in the Hicks Avenue Area in Syosset. Proposed improvements include full depth pavement • Estimating reconstruction, upgrades to existing drainage, full curb and driveway apron replacements and • Constructability replacement of existing sidewalk where necessary Date:2023;Role: QA/QC JOINED LKMA: Town of East Hampton,Drainage Improvements to Stephen Hands Path:Stephen Hands Path from 2017 SR114 to Long Lane.This section of roadway suffered from continual closures from heavy farm runoff • during heavy rainfall events causing extended response time for emergency response times. Cost: • Prior Experience: 33 years $1.8M;Date;2023;Role: Project Manager,QA/QC Town of Hempstead Barnum Island/Harbor Isle Drainage Improvements(GOSR):Project involved , survey and engineering services necessary for roadway grade raise and drainage improvements for 19 roadways located throughout Harbor Isle and Barnum Island in Island Park. Drainage improvements ; included pipe capacity improvements and check valves. Roadway improvements included raising the CONTACT: existing roadways above the design elevation to reduce the impacts from coastal flooding. The road JPeterman@lkma.com raising design incorporated the use of recycled mixed-in-place pavement. Cost: $10M;Date:2021;Role: 631.286.8668 QA/QC www.lkma.com LK M&FAN ASWCIATES,D.P.C. ENGINEERING & SURVEYING JAMS E PETERMAN PE "I ' - Town of Babylon Drainage Improvements, Babylon, NY (Town of Babylon): Project Engineer working with the Town of Babylon Department of Public Works to study flooding issues in four areas(Amity Harbor,American Venice,Venetian Shores,and Fred Shores)located in the Town of Babylon.The project included the evaluation of approximately 45 drainage systems located in Amity Harbor,51 drainage systems located in American Venice, 25 drainage systems located in Venetian Shores, and 21 drainage systems located in Fred Shores.Aided in the development of short term and long term proposed drainage and/or road raising solutions that will eliminate existing flooding conditions and I meet the Town's design criteria for the project.Assisted with the collection of drainage and bulkhead data. Project includes the development I of conceptual long and short term plans,as well as estimates for potential future construction projects.Proposed project will involve drainage improvements including raising roads,check valves,pipe capacity improvements and bulkhead replacements at existing outfalls. Date:2020- 2021;Role: QA/QC Town of East Hampton, Drainage Improvements to Stephen Hands Path:Stephen Hands Path from SR114 to Long Lane.This section of roadway suffered from continual closures from heavy farm runoff during heavy rainfall events causing extended response time for emergency response units.Design included open channel and culvert installation and centered on slowing down the storm water flows laddened with silts from farm runoff, The open channel portions were designed to lessen the velocity of the flow allowing the silts to accumulate in easy maintainable areas. Cost: $1,81V1;Date:2023; Role: Project Engineer r Village of Sagaponack, Rehabilitation,Reclamation and Drainage Improvements of Various Roadways:The following Village of Sagaponack Roadways suffered from severe deteriorated pavement and drainage issues.The roadways were surveyed,re-profiled with full depth reclamation with necessary drainage installations.Project management and engineering was performed on scoping,surveying, pre- liminary and final design,construction administration and inspection,along with final documentation.Cost: $300K; Date:2019:Role:QA/QC Daniels and Gibson Lanes-Cost: $942,000; Date:2021; Role: Project Engineer/Manager Hedges Lane- Cost: $890,000; Date:2022; Role: Project Engineer/Manager Sayaliunac.k Rbad-Cost: S348,200; Date:2022; Role: Project Engineer/Manager Sagg Road and Narrow Lane East- Cost: $846,500;Date:2023; Role: Project Engineer/Manager Town of Hempstead Path to the Park Shoreline Improvements in South Valley Stream: LKMA provided survey,design and permitting services on this GOSR funded project. This project involved restoring the natural shoreline along Valley Stream from Cloverfield Road north to Mill Road and the adjacent 2,000-foot Path to the Park. The scope of work included invasive species removal,construction of berms for flood protection,expansion of wetland marsh areas,creation of scenic overlooks and stormwater quality improvements. Permits procured for this project included NYSEC, US Army Corps and NYS Department of State. Cost: $4M; Date:2021;Role: QA/QC SUFFOLI(COUNTY DEPARTNIENT;OE PUBLIC WORKS(1984r20 7; Chief Deputy Commissioner: Oversaw the daily activities of over 700 employees with a capital program averaging$250,000,000 per annum with an operating budget of nearly$80,000,000 per annum.Supervised and directed the planning,design,construction,maintenance and repair of all projects and appurtenances under the jurisdiction of the Suffolk County Department of Public Works which included: 425 miles of roadway,82 bridges,26 sanitary sewer districts,370 County owned and leased buildings and facilities,SC Transportation Fleet Services,Vector Control,Space Management,Procurement Services,Maintenance Activities,along with Accounting,Personnel and Administrative Services. Assistant to the Chief Engineer of Highways Structure Waterways: Directed all aspects of highway and bridge construction;Prepared and coordinated Capital and Operating budgets for the division;Represented the Department at Civic and Chamber of Commerce meetings; Coordinated the activities of the Highway,Traffic,and Bridges/Waterways sections.Coordinated with County Attorney's office on legal i actions,NYSDEC, NYSDOT,FHWA,Towns,Village and Elected officials. Director of Highway/Bridge Design and Construction: Coordinated,oversaw and managed the activities and assignments of all highway and bridge design staff,CAD operators,surveyors,construction inspectors,water quality staff,and computer support personnel;Field inspection and managed complaints and correspondence with all complainants attributed to construction projects;Prepared Design Reports, Environmental Assessment Forms,Project Proposals, Interface and coordinated with all necessary utility companies,Towns,Villages,Suffolk County Departments,contractors,consultants,and the general public as required. Prepared detailed specifications and standards for the division as required. I L.IG McLEAN ASSOCIATES,D.P.C. ENGINEERING & SURVEYING ROBERT STEELE, PE Senior- Engineer E k1l�1 ASH E t A �. } {:•• Mr. Steele has a well-diversified background in the field of civil engineering. He has experience in the design of: site plans; highways; storm water drainage systems; r bulkheads; marinas; piers; shoreline erosion prevention systems; and dredging projects. . �._•.. He has also coordinated the surveying efforts required to support his design projects,and has provided construction administration services for a number of those projects. In the ►%r ' course of developing the projects assigned to him,Mr.Steele has demonstrated his ability to deal with a variety of different clients on the state,county,local municipality and private levels. He is experienced in the procedures for locally administered federally funded \ projects and has successfully completed several which have required the preparation of design approval documents, final design and construction administration. Some representative relevant project experience follows: EDUCATION: • BE,Civil Engineering, Villanova University, Suffolk County Department of Public Works Upper Mills Fish Passage: Project 1994 involved survey and design services for a nature-like fish passage along the Peconic River in Riverhead. Multiple alternatives for this project were developed,including an Alaskan REGISTRATION: Steeppass with a phased dam removal. Cost: $2.1 M; Date: Active ; Role: Project PE,New York Manager PRACTICE AREAS: Town of Brookhaven Forge Road Culvert&Fish Passage,Calverton: Project involved 9 Coastal&Marine survey,design and permitting services for the construction of an Alaskan Steeppass along Engineering the Peconic River in Calverton. Design flows for analyzing both the existing spillway and Highway Design the proposed fish passage were obtained from the USGS gauge located directly • Fish Passages downstream of Upper Mills Dam, Cost: $560K,- Datp:Active; Role: Project Manager • Drainage Studies Town of Southampton Alewife Creek Fish Passage: Project involved survey, design CERTIFICATIONS: and permitting services for a fish passage along Alewife Creek in North Sea. The proposed • Certified Preparer of design removes an existing 36" diameter culvert which is too steep and too high to Stormwater Pollution provide fish passage at all stages of the tide. The culvert will be replaced with a new 4'x6' Prevention Plans,2008 concrete box culvert with a lower invert elevation. Cost: $911 K; Date:Active;Role: Project • OSHA HAZWOPER Manager Construction Safety Training Suffolk County Department of Public Works Fish Passage at Woodhull's Dam: Project involved survey and design services for the construction of a pool and weir fish MEMBERSHIPSpassage along Little River in Southampton. Oversaw the development of final design • Ammericanerican Society of Civil Engineers plans for review by the U.S. Fish & Wildlife Service, NYSDEC Dam Safety and USACOE. ' • National Society of Cost: $630K; Date: 2022; Role: Project Officer Professional Engineers NYS Department of Transportation Stewart Airport Drainage Diversion Study: The purpose of this study was to investigate the possible flooding effects generated by JOINED LKMA: diverting stormwater runoff in the project area into the Patton Brook Stream. LKMA • 1999 , developed a computer drainage model using Storm and Sanitary Analysis Software to produce hydrographs from the various sub-watersheds within the overall 200-acre watershed area. The hydrographs developed using this software were input into US Army CONTACT: Corps of Engineers' HEC-RAS version 6.2.0 model to determine the existing and proposed rsteele@lkma.com flow rates within the Patton Brook, and floodplain encroachment's along the Patton 631.286.8668 Brook. Date: 2022; Role: Project Manager www,lkma,com L.K.McLEAN ASSOCIATES,P.C. ENGINEERS & SURVEYORS j ROBERT STEELE, PE f S Nassau County Department of Public Works Silver Lake Drainage Improvement Study & 30% Design, GOSR: Performed hydrologic and hydraulic analysis for a 2,67S-acre watershed in order to identify deficiencies in the existing $ drainage system(s)of Silver Lake,located in Baldwin, NY,and develop alternative mitigation improvements that could be implemented within the available project budget. Cost: $1.7NI; Date: 2022; Role: Project Manager Indian Island County Park, Terrys Creek Wetland Restoration (Suffolk County Vector Control): This project entailed restoring a historic tidal wetland which had been filled in with dredge spoils. Restoring/recreating this historically documented high functioning tidal wetland/salt marsh ecosystem with mixed open water, high marsh habitat, intertidal marsh habitat and open water will increase filtering capacity, enhance the cycling of organic and inorganic nutrients and pollutants, provide tidal flushing among other biological and physiochemical services, and improve water quality conditions in the western Peconic Estuary. LKMA prepared all final design documents and secured all environmental permits to construct the new tidal wetland. Cost: $1 M ;DaLe: 2022;Role: Project Manager Town of Hempstead Path to the Park Shoreline Improvements in South Valley Stream: LKMA provided survey, design and permitting services on this GOSR funded project. This project involved restoring the natural shoreline along Valley Stream from Cloverfield Road north to Mill Road and the adjacent 2,000-foot Path to the Park. The scope of work included invasive species removal, construction of berms for flood protection, expansion of wetland marsh areas,creation of scenic overlooks and stormwater quality improvements. Permits procured for this project included NYSEC, US Army Corps and NYS Department of State. Cost: `s4M ; Date:2021; Role: Project Manager NYS Route 110 Reconstruction Drainage Improvements, Hwilington(NYSDOT): Created EPA SWMM hydrologic j and hydraulic model of 3,500 acre watershed to develop innovative drainage solution that alleviates hazardous flooding conditions on NYS Route 110 in Huntington.Cost: $21 M; Date:2014; Role: Drainage: Engineer Town of Babylon Carlls River Fish Passage at Elda Lake: Project involved survey, design and permitting services for a denil style fish passage along the Carlls River at Elda Lake. Cost: $313K; Date:Active; Role: Project Manager Nassau County Department of Public Works Parsonage Creek Fish Passage at Carolines Lake: Project involved survey, design and permitting services for a fish passage along Parsonage Creek at Carolines Lake in Baldwin. Fish passage was provided by reconstructing an existing channel to include a low flow trapezoidal channel. In addition, the existing 410 box culvert at Wateredge Avenue was retrofitted to include baffles to create deeper depths during low flow conditions. Date: 2022; Role: Project Manager Suffolk County Parks Department Southaven Dam: Project involved survey,design and permitting services for the construction of a pool and weir fish passage along the Carmans River in Yaphank. Cost: $625K; Date: Active; Role: Project Manager Town of Babylon Carlls River Fish Passage at Southards Pond: Project involved survey, design and permitting services for a nature-like fish passage along the Carlls River at Southards Pond in Babylon. Project also included the design/permitting necessary for the construction of a"Denil"Style fish ladder at Elda Lake. At Elda Lake,separate eel I passage was designed to accommodate American Eel. Cost: $540K; Date:Active; Role: Project Manager Stormwater Quality Improvements Nessenger Chevrolet Site(Town of Brookhaven):LKMA developed plans and '. procured environmental permits for stormwater quality improvements at the site of a former Chevrolet dealer in Patchogue. LKMA designed a wet meadow for stormwater treatment prior to its entering the adjacent Swan River,a passive-use park was created which showcases a variety of green infrastructure technics including bio-retention basins and permeable pavers. As part of this project, the original streambed of the Swan River was re-shaped to form a more natural cross sectional geometry and invasive plant species were removed and replaced with native wetland species. Cost: $1M ; Date: 2017; Role: Project Engineer L.K.MCLEAN ASSOCIATES,P.C. ENGINEERS & SURVEYORS i RYAN CUSACK, EIT Civil Engineer Mr. Cusack has participated in a variety engineering experience in the areas of design �. and construction inspection including marine facilities, drainage facilities, grading, utilities,site design,and cost estimating.He is proficient in preparing plans in AutoCAD 3D Civil and using various other software such as Austodesk Storm and Sanitary Analysis and US Army Corps of Engineers' HEC-RAS. EDUCATION: Suffolk County Department of Public Works Upper Mills Fish Passage: Project • BS, Environmental Engineering, involved survey and design services for a nature-like fish passage along the Peconic University at Buffalo,2018 River in Riverhead. Multiple alternatives for this project were developed,including an Alaskan Steeppass with a phased dam removal. Cost: $2,1M; Date: Active ; Role: REGISTRATION: Engineer • EIT, New York Town of Brookhaven Forge Road Culvert & Fish Passage, Calverton: Project PRACTICE AREAS: involved survey, design and permitting services for the construction of an Alaskan Coastal &Marine Engineering Steeppass along the Peconic River in Calverton. Design flows for analyzing both the Highway Design existing spillway and the proposed fish passage were obtained from the USGS gauge • located directly downstream of Upper Mills Dam, Cost: $560K; Date: Active ; Role: Fish Passages • Engineer Drainage Studies • Construction Inspection Town of Southampton Alewife Creek Fish Passage: Project involved survey,design and permitting services for a fish passage along Alewife Creek in North Sea. The CERTIFICATIONS: proposed design removes an existing 36"diameter culvert which is too steep and too • OSHA 10-Hour Construction high to provide fish passage at all stages of the tide. The culvert will be replaced with • ACI Concrete Field Testing a new 4'x6' concrete box culvert with a lower invert elevation. Cost: $911K; Date: Technician-Grade 1 Active; Role: Engineer • The Rutgers University Wetland Nassau County Department of Public Works Silver Lake Drainage Improvement Delineation Series Certificate Study & 30% Design, GOSR: Performed hydrologic and hydraulic analysis for a • NYSDEC Erosion &Sediment 2,675-acre watershed in order to 'identify deficiencies in the existing drainage Control system(s) of Silver Lake, located in Baldwin, NY, and develop alternative mitigation MEMBERSHIPS: improvements that could be implemented within the available project budget. Cost: • American Societies of Civil $1.7M; Date: 2022; Role: Engineer i Engineers Indian Island County Park, Terrys Creek Wetland Restoration (Suffolk County Vector Control):This project entailed restoring a historic tidal wetland which had been JOINED LKMA: filled in with dredge spoils. Restoring/recreating this historically documented high • 2018 functioning tidal wetland/salt marsh ecosystem with mixed open water, high marsh habitat, intertidal marsh habitat and open water will increase filtering capacity, enhance the cycling of organic and inorganic nutrients and pollutants, provide tidal flushing among other biological and physiochemical services, and improve water CONTACT: quality conditions in the western Peconic Estuary. LKMA prepared all final design RCusack@lkma.com documents and secured all environmental permits to construct the new tidal wetland. 631.286.8668 Cost: $1M ; Date: 2022; Role: Engineer www.lkma.com LK.McLEAN ASSOCIATES,D.P.C. ENGINEERING & SURVEYING A RYAN CUSACK, EIT Town of Hempstead Path to the Park Shoreline Improvements in South Valley Stream: LKMA provided survey,design and permitting services on this GOSR funded project. This project involved restoring the natural shoreline along Valley Stream from Cloverfield Road north to Mill Road and the adjacent 2,000-foot Path to the Park. The scope of work included invasive species removal, construction of berms for flood protection, expansion of wetland marsh areas, creation of scenic overlooks and stormwater quality improvements, Permits procured for this project included NYSEC, US Army Corps and NYS Department of State. Cost: $4M ; Date: 2021; Role: Engineer NYS Department of Transportation Muldoon Avenue Drainage Study: Project involved the hydrologic and hydraulic analysis i of the 809-acre Muldoon Avenue Watershed in Staten Island New York. The purpose of this study was to investigate the possibly causes of flooding that has occurred along the West Shore Expressway West Service Road and the southbound lanes of the West Shore Expressway in the vicinity of Muldoon Avenue on Staten Island. Dale: 2022; Role: Engineer NYS Department of Transportation Stewart Airport Drainage Diversion Study: The purpose of this study was to investigate the possible flooding effects generated by diverting stormwater runoff in the project area into the Patton Brook Stream. LKMA developed a computer drainage model using Storm and Sanitary Analysis Software to produce hydrographs from the various sub-watersheds within the overall 200-acre watershed area. The hydrographs developed using this software were input into US Army Corps of Engineers' HEC-RAS version 6.2.0 model to determine the existing and proposed flow rates within the Patton Brook,and floodplain encroachment's along the Patton Brook. Date: 2022; Role: Engineer f Town of Brookhaven Woodhull Landing Road: On this FEMA funded project, LKMA performed hydrologic and hydraulic analysis of the 512-acre watershed contributing to the Woodhull Landing Road ending located in Sound Beach,New York. LKMA investigated mitigation options to reduce the flow north down Woodhull Landing Road during extreme rainfall events including drainage system improvements and the installation of two new recharge basins. LKMA developed a computer drainage model using Storm and Sanitary Analysis Software to produce hydrographs from the various sub-watersheds within the overall 512- acre watershed area. The hydrographs developed using this software were input into US Army Corps of Engineers' HEC-RAS version 6.2.0 model to determine the existing and proposed flow rates and inundation limits along Woodhull Landing Road. Date: 2022; Role: Engineer City of Glen Cove Pryibil Beach Pier Assessment: Project involved inspecting various components of the 600'long Pryibil Beach Pier in Glen Cove and developing a damage assessment letter as well as conceptual cost estimates to rehabilitate the pier. Date: 2022; Role: Engineer Town of Babylon Kay Road Shoreline Stabilization: Project entailed topographic survey and engineering design for the construction of a new 143 linear foot navy style vinyl bulkhead. The project also involved raising the existing roadway and installed a new positive drainage system.Cost: $567k; Date:2021 ; Role: Engineer Town of Babylon Bay Boulevard West Shoreline Stabilization: Project entailed bathymetric and topographic survey and engineering design for the construction of a new 108 linear foot shoring wall and revetment as well as the reconstruction of approximately 198 linear feet of an existing revetment. Cost: $437k; Date:2021; Role: Engineer i Town of Brookhaven Blue Point Dock: Provided survey,design and permitting for the replacement of 350 linear feet of timber bulkhead with new vinyl bulkhead and the reconstruction of the existing pile supported fishing pier. Cost: $553K; Date:Active; Role: Engineer Town of Southampton Bay Avenue Bulkhead: Provided survey,design and permitting for the replacement of 175 feet of timber bulkhead with a new vinyl bulkhead and the construction of a new pile supported boardwalk. Cost: $359K; Date: Active; Role: Engineer Town of Brookhaven Broadway Beach: On this FEMA funded project, LKMA provided survey,design and permitting services for the construction of a cantilevered steel bulkhead and armor stone revetment and the installation of a new positive drainage system with a stormwater treatment system. The shoreline stabilization project was bid on October 10,2019 and construction was completed on July 3,2020. Cost: $1.1M ; Date: 2020; Role: Engineer , L.K.McLEAN ASSOCIATES,D.P.C. ENGINEERING & SURVEYING i f TAMARA STILLMAN, PLS Director of Survey I�LSHED" 1950 I' Ms.Stillman has over 33 years of comprehensive experience in both office and field survey. She has worked on a number of New York State Department of Transportation,Term Agreement for Survey Services(TASS) •, projects, and as an Assistant Project Manager has interacted with clients on various types of survey and mapping projects. She is experienced in performing topographic,boundary,bathymetric and GPS enabled 4 surveys and has completed many transportation,coastal,dredging and site development projects. Her office experience includes preparing research, downloading and manipulating field data, mapping, profiles, site -of-Way (ROW) taking Plans and acquisition maps. Her fieldPlans, grading and preparation of Right experience includes crew chief,instrument person and rodman duties. h 5 Tammy has served as LKMA's Director of Survey & Mapping since 2019. Her responsibilities include coordination and scheduling of survey crews, supervision of survey staff, and final QA/QC of all survey documents prepared by LKMA. EDUCATION: HIGHWAY SURVEY-TOPOGRAPHIC AND RIGHT-OF-WAY MAPPING • AAS,Civil Engineering, ➢ NYSDOT Emergency Standby and Pavement Design 1990 ➢ NYSDOT ADA Compliance—Various Locations on Long Island NYSDOT R10,Routes 25,105,24,25,112 REGISTRATION: ➢ NYSDOT R10,Five Term Agreements for Survey Services(PIN S115.3) • PLS, New York,2003 ➢ NYSDOT R4,R5,R10 TASS Agreements ➢ SCDPW:CR16,CR39,CRv11,CR/16,CR57,CR67,CR76,CR80 CR100 PRACTICE AREAS: ➢ NCDPW: Lido Boulevard,Cedar Swamp Road,Wantagh Avenue,Clinton Road,Cutter Mill Road, • Survey&Mapping Middle Neck Road,Bayville Avenue&West Broadway Expert Testimony ➢ NCDPW On-Call Survey Agreement ➢ Town of Brookhaven:Whiskey Road,Woodhull Landing Rd,Canal Rd,Etc. CERTIFICATIONS: ➢ Town of Hempstead:Barnum Island and Harbor Isle Road Raisings • OSHA 10-hr Construction y Town of Babylon:West Lido Promenade,Little East Neck Road Safety&Health ➢ Town of Southampton Highway On-call Services • OSHA HAZWOPER ➢ City of Long Beach:Kerrigan Street,Vinton Street, Boyd Street,West Hudson St,Pacific B ➢ Town of Oyster Bay:West Orlando St&Neptune Place MEMBERSHIPS: National Society of SITE&PROPERTY BOUNDARY SURVEY Professional Surveyors y East Hampton Airport Lease Parcel Survey (NSPS) ➢ Gabreski Airport,Westhampton(SCDPW) • New York State y Dowling College(East Campus) Association of ➢ Town of Brookhaven Parks On-call survey Professional Land ➢ SCDPW:Cedar Point Park Surveyors(NYSAPLS) • Nassau Suffolk Civil COASTAL&BATHYMETRIC SURVEY Engineers(NSCE) y Town of Islip Comprehensive Study&Analysis of Waterfront Facilities(15 marinas) Genesee Valley Land y Town of Islip Atlantique Marina Improvements and Dredging 1 Surveyors Association ➢ Town of Smithtown Long Beach Marina JOINED LKMA: ➢ Fire Island US Coast Guard Station Dredging 2004 ➢ Village of Ocean Beach Ferry Terminal • ➢ Town of Southampton Old Ponquogue Bridge Rehabilitation ➢ Fire Island: Pines Ferry Terminal,Cherry Grove Ferry Terminal, Davis Park Ferry Terminal ➢ Brookhaven LI Sound:Gully Landing,Friendship Beach,Broadway Beach ➢ Montauk Lake:Gosman's Commercial Fishing Dock,Star Island Commercial Fishing Dock ➢ Town of Southampton,Shinnecock Commercial Fishing Dock ➢ Town of Southampton,Tiana Bayside Beach CONTACT: TStillman@Ikma.com EXPERT TESTIMONY 631.286.8668lmanYaphank FD-Ridge FD Boundary Line Agreement www.lkma.com L.K.McLEAN ASSOCIATES,DRC, ENGINEERING & SURVEYING I KARA O'NEILL, GISPI, MBA Director of GIS kR 0 1.9. 0� s4 lV L S � Ms.O'Neill is a seasoned GIS Analyst with expertise in civil engineering and emergency planning.� l Her skills encompass spatial analysis,ArcGIS Online,ArcGIS Pro,map production,and the QA/QC of GIS data, alongside developing and implementing GIS systems. With over 15 years of r, experience,she has supported GIS needs in both the private and public sectors across the U.S.Ms. ' •tf�'' ;. P PP P � '• <�,; O'Neill has worked with over 20 private utilities, such as Entergy, Duke Energy, and PG&E, and contributed to local data collection projects for numerous municipalities since 2007, including r t. Suffolk and Nassau Counties, and the New York State Department of Transportation. t Representative project experience includes: .a EDUCATION: Village of Garden City—2021,2022 Curb, Sidewalk&Road Improvements: Project included BA,Geography,2007 ADA ramp assessments,pavement evaluation,drainage investigations and full contract plans Certificate in GIS,2009 conforming to previously awarded Requirements Contract for 10 Village roadways.Managed all Certificate in Mobile GIS data collection for field efforts using high-grade GPS and GIS data collection strategies. Date: Applications,2014 2021;Role: Data Manager MBA,2023 Village of Garden City — 2022 Meadow Street Drainage Study and Recommended REGISTRATION: Improvements: Project included extensive record plan research, drainage investigations, GIS Professional#67766 watershed mapping, stormwater modelling, and alternative analysis for recommendations. Managed all data collection for field efforts using high-grade GPS and GIS data PRACTICE AREAS: collection strategies. Date:2022;Role: Data Manager GIS Mobile Data Collection Village of Garden City—2022 Meadow Street Sidewalk Condition Evaluation,2021 &2022 • Traffic Analysis Resurfacing Roadways:Worked with Village officials to automate sidewalk condition and Website Design evaluation procedures of over 500 properties in Garden City in regards to conformance with PROWAG.All conditions were presented on Village sidewalk evaluation forms and summary PROFESSIONAL SOCIETIES reports with photos were provided.All repair estimates were provided in the Village format. NYS GIS Association Date:2021-2022; Role: Project Lead Long Island GIS—Board • Women in GIS Town of Brookhaven—Documentation of Hazardous Trees: Utilizing GIS,mobile data collection and documentation, this project assessed over 1800 hazardous trees in the Town of Brookhaven JOINED LKMA: Right of Way. Each tree was photographed, documented and geolocated using mobile GIS • 2016 applications.The second phase included coordination of tree removals with the Town contractor Prior Experience:10 Years and subsequent reporting and invoice approval. Date:2021-2022 Role:Project Engineer Suffolk County Department of Public Works- Red Light Camera Program Evaluation Study: Comprehensive review of crash history at 118 signalized intersection currently or previously equipped with red light cameras.Efforts included complete field inventory of geometry and traffic control,review of more than 30,000 pages of crash documentation,analysis of crash history before, during and after implementation of the RLC program,including number of crashes,crash type and crash severity, and preparation of report detailing the results of the analyses, conclusions, and recommendations for future RLC operations. Date:2018-2020. Role: Lead Traffic Data Analyst. Nassau County DPW- Reconstruction of Clinton Road:Task Leader for all field data collection for reconstruction of Clinton Road in the Village of Garden City.All field data was collected using CONTACT: GPS devices and mobile mapping applications. Project included ADA compliance analysis for KOneill@lkma.com sidewalk and curb ramps.Date: 2022-2023; Role: Task Leader 631.286.8668 www.lkma.com L..K.McLEAN ASSOCIATES,D.RC. ENGINEERING & SURVEYING i } KARA O'NEILL, GISP, MBA Nassau County DPW Bayville Avenue:Task Leader for all field data collection for design related tasks for Drainage Improvements and Pavement Repairs between the limits of School Street and Ludlam Avenue.The objectives of this project are to improve the drainage system, reduce the number of road closures along Bayville Avenue due to flooding and provide safe passage for users including a full ADA review of sidewalks and curb ramps,and full drainage.2021-2023 Nassau County DPW Phase 66 Resurfacing: Task Leader for all field data collection for the development of final Plans, Specifications and Estimates for the resurfacing of 5.7 miles of County roadways in Oceanside, Hewlett, Lynbrook, North Valley Stream,Valley Stream, Garden City and Hempstead. Final plans were developed in 2020, The project included evaluation of 269 sidewalk ramps for compliance with current ADA standards. Town of Brookhaven Rolling Oaks FEMA Tree Assessment: Ms. O'Neill developed a comprehensive tree evaluation survey using mobile GIS applications and handheld GPS units, The app was used by a licensed landscape architect to evaluate trees and limbs for FEMA payment items.Each tree was photographed and documented through a comprehensive report with mapping of each tree location. (2020) Town of Brookhaven General Landfill Services:Ms.O'Neill has developed several applications using GIS applications to manage daily engineering management of the landfill services including tank inspection, leachate system monitoring, special projects such as cell capping. Each application allows for users to document the operations of the landfill complete with pictures.Customized spreadsheets connect the data with the applications allowing for the user to monitor daily activity at the landfill and view up to date information regarding the systems.(2017-Present) Town of Brookhaven, Former Village of Mastic Sign Inventory:Ms.O'Neill was responsible for the development of a sign inventory and collection strategy within the former limits of the Village of Mastic. Now within the Town's right-of-way, each sign panel was photographed,evaluated and exact location was document.Ms.O'Neill managed daily field crew efforts and developed a GIS survey that allowed approximately 3500 sign panels collected to be integrated into the Town's enterprise GIS system.(2018) Stormwater Management/Water Quality Services Term Agreements, Regions 8, 9, 10 & 11: Within several term agreements stormwater management,inspections of approximately 9000 stormwater outfalls in Regions 8 and 9 for evidence of illicit discharges and updating the Department's GIS information database has occurred using a customized GIS application with prebuilt logic allowing the user to evaluate outfall condition and note illicit discharge as well as take photos.The data is migrated into the NYSDOT outfall database using ArcGIS and submitted as a package to NYSDOT.Ms.O'Neill developed the updated GIS application and manages the delivery and QA/QC of all data provided to NYSDOT. Stormwater and outfall inspections have occurred in Westchester, Rockland, Putnam, Ulster, Dutchess,Binghamton,Warren,Erie and Niagara counties.(2017-Present) Development of Emergency Backup Alert Notification Routing, PG&E,Xcel Energy:Served as the lead GIS Analyst responsible for developing the methodology for backup route alerting for DCPP,Monticello and Prairie Island Nuclear Generating Stations.ESRI Network Analyst was used to create over 500 drivable routes complete with turn by turn directions and corresponding route maps.Supervised a team of GIS Technicians that created and mapped each of the roads within the respective EPZs. (Lead GIS Analyst:2015;$60-80k) Brunswick Nuclear Plant(BNP) Emergency Personnel Travel Time Estimate, Duke Energy(formerly Progress Energy): Served as the lead analyst for estimating travel times for on-call emergency personnel developed using ESRI Network Analyst. Each of the BNPs V emergency workers home address was geocoded and analyzed based on three speed scenarios to all possible work locations. A geodatabase schema complete with project GIS data, maps and a detailed report was provided to Progress for review and comment. (Lead GIS Analyst,2011—2012,$15k) s Tree and Sign Inventory,Town of North Hempstead: Created and developed the database schema to house both a tree and sign inventory collection. Each sign and tree within the Town was collected using Town personnel and Trimble GeoXTs devices, A custom ArcPad application using a relational database design that was integrated into the Town's enterprise GIS system.Weekly maintenance was performed on the Towns GIS database to upload the field collection efforts.Training on the handheld and the application were also provided.(GIS Technician;2009—2010) r� Priority Resurfacing Project, NYSDOT(PIN 0809.73), Curb Ramp Assessment: Implemented automated collection using handheld mobile devices to evaluate curb ramps in compliance with PROWAG standards.Using a customized GIS based mobile application, each ramp was accessed and recorded complete with photographs.The application data was used to complete NYSDOT forms 2-15a and the Critical Elements all of which were automated. Ms.O'Neill was responsible for the application design and implementation, field crew training,and field assessment of all curb ramps over 4 locations in Nassau and Suffolk Counties.(2017-Present) L.K.McLEAN ASSOCIATES,D.P,C, ENGINEERING & SURVEYING 1 C H A.R-L'E•S T. H A1VI.,I LTON PO Box 2753,East Setauket,New York 11733 631.484.9164 •aniwebe�20i:2 optim►.im.net EDUCATION 1969-1971 State University of New York,College of Forestry(Wildlife Biology)Syracuse, New York 1971-1972 Bachelor of Science(Marine Biology Major Fisheries Biology) Long Island University,Southampton College Southampton,New York Post Graduate Studies(Tropical Fish Ecology in Mexico,Fisheries Biology) through Long Island University,Southampton College, Southampton, New York PROFESSIONAL EXPERIENCE 2010-Current A.M.Weber Associates,LLC Environmental Consultant 1 Environmental and natural resource assessments and planning. Tidal and Freshwater wetland evaluation, project design and impact assessments.Real property environmental assessment and management.Stream Protection and Wild and Scenic River expertise. Coastal,dune,and beach management.Regulatory assistance to obtain local,state and federal permits. Provide expert testimony in wetland and environmental regulatory hearings. 1993-2010 New York State Department of Environmental Conservation: Regional Supervisor of Natural Resources Chief supervisor of all NYSDEC Natural Resource Divisions for Region 1, Nassau and I Suffolk Counties.Oversee and supervise regional operations of the Bureau of Fisheries,Wildlife,Marine Resources, Bureau of Habitat Protection, Public Land Management,Real Property Acquisition and Management,Fire Management,and Forest Protection and the Division of Mineral Resources. Supervise the development of Unit Management Plans for state-owned tidal wetlands and upland forested public use areas.Coordinate enforcement investigations and case settlements under Freshwater Wetlands,Tidal Wetlands and Protection of Water regulations. Develop policies, procedures,work plans and land management plans for the effective delivery of natural resource program goals and objectives. External agency responsibilities also include serving as: Co-chair of the Protected Land Council for the Pine Barrens Commission., Member of the Wildfire Task Force for the Pine Barrens Commission. I I P a g e 1 i E Co-chair of the Stony Brook Harbor Task Management Task Force. Member of the Barrier Island Breach Management Team for New York State. NYSDEC representative on the LI Sound Regional Dredge Management Team 1998—2011 New York Wildfire&Incident Management Academy Coordinator In 1998 formed and led an Inter-Agency Group of local,state and federal agencies to create the New York Wildfire&Incident Management Academy. This was the first training Academy of this type in the eastern United States. Responsible for organizing and coordinating Academy activities for an annual interagency training opportunity for firefighter and other emergency responders.Administration of fourteen academies has resulted in the successful training of more than 6,400 students and responders. j1991-1993 New York State Department of Environmental Conservation: Regional Manager Region 1(Nassau/Suffolk Counties)Bureau of Marine Habitat Protection,Division of Marine Resources. i Supervise permit review for Tidal Wetlands and Protection of Waters in Region One. Coordinate violation resolutions, negotiate violation settlements and prepare cases for enforcement or permit hearings or court. Participate in scoping meetings for preparation of Draft Environmental Impact Statements pursuant to State Environmental Quality Review Act(SEQRA). Provide expert testimony at public hearings and supervise testimony of professional staff. Prepare guidelines for complete permit applications. Prepare standardized field reports,standardized permit conditions,enforcement guidance memoranda, permit processing guidelines. 1986—1991 New York State Department of Environmental Conservation: Section Chief, Regions I,II and III(Long Island/New York City/Five Boroughs/Westchester and Rockland Counties)Tidal Wetlands Regulations, Bureau of Marine Habitat Protection,Division of Marine Resources. Responsibilities and experience Identical to above,in Regions I, II and III. 1980-1986 New York State Department of Environmental Conservation: Alternate Regional Permit Administrator,Division of Regulatory Affairs, Region One(Nassau/Suffolk Counties) Direct and administer regulatory programs for Tidal Wetlands(Article 25), Freshwater Wetlands(Article 24),and Protection of Waters(Article 15)to ensure that all permit applications reviewed and evaluated within the requirements of the Uniform Procedures Act,State Environmental Quality Review Act,and the respective permit program statutory standards are met. Coordinate Regional and Divisions'staff presentation of testimony at public hearings and decision conferences on major projects involving Tidal Wetlands, Freshwater Wetlands and Protection of Waters hearings. 2 1 P a 9 e Provide expert testimony and evaluations at permit and enforcement public hearings for Tidal Wetlands,Freshwater Wetlands and Protection of Waters Programs to present Department's position at these hearings and conferences. 1977—1980 New York State Department of Environmental Conservation: Environmental Protection Biologist, Division of Fish and Wildlife, Region I and II (Long Island and New York City) Freshwater wetland delineation,project design and impact assessment. Freshwater wetland mapping for official state freshwater wetland inventory maps. Review,evaluate and comment on environmental assessment and impact statements relative to fisheries and wildlife resources on Long Island and New York City. Investigate,assess and comment on the environmental impact of significant habitat destruction and multiple fish and wildlife mortalities and incidents. 1976—1977 Ecological Analyst,Inc.,Middletown,New York: Associate Scientist. Employed by Central Hudson Gas and Electric under supervision of Environmental Manager. Assisted in writing, reporting and reviewing 316B Reports and Annual Reports. Analyzed and interpreted power plant impacts (impingement and entrainment)on the fisheries and ichthyoplankton of the Hudson River 1974-1976 Texas Instruments,Inc., Buchanan,New York: Fisheries Biologist. Task Leader of Southern Estuary Project. Supervised and coordinated field operations including biologists and technicians. Responsible for deployment of 42-foot research vessel/crews and fisheries sampling gear,sampling design and methodology in the Southern Estuary Fishery Program in Long Island Sound, Jamaica Bay and Lower New York Bay. Migrations of Juvenile Striped Bass in the Southern Estuary were an essential part of this research program. Project Biologist for Liberty State Park Project. Supervised field operations, including surveys of benthos,zooplankton,phytoplankton,ichthyoplankton, fisheries,waterfowl and songbirds for an inventory study for the Port of Authority of New York and New Jersey. Organized and compiled final report (Environmental Impact Statement). f 1973-1974 New York State Department of Environmental Conservation: Consultant Fisheries Biologist. Conducted a creel census of Montauk Striped Bass Sport Fishery,including surf fishermen,charter, party, rental rowboat and private boat fishery. Assisted in program design,analyzed data and wrote final report. 3 1 P a 9 e t' "'ram f ti3 -'tea PROJECT DATA SHE is-, 0 I' I I 1 PROJECT NAME: SILVER LAKE DRAINAGE IMPROVEMENTS STUDY CLIENT REFERENCE: JOSEPH CUOMO r' NASSAU COUNTY DEPARTMENT OF PUBLIC WORKS 516-571-9600 ' l In 2018, LKMA completed a Technical Design Report and 30%Design Plans for the Silver Lake Drainage Improvements Project. This project required an extensive drainage inventory of the upland 2,675 acre watershed as well as creation i of a drainage model that would analyze the existing drainage conditions and provide flood mitigation solutions that fit into the County's limited funds for the project. As a result of both the drainage study and heavy community I participation, LKMA developed drainage solutions and park improvements that will significantly reduced the occurrence of flooding, improved water quality, increased fish habitat and improved the overall aesthetics of the park. Improvements included self-regulating tide gates (SRT), elevation of the pond perimeter walls and walkways, fish passage design and wetland plantings. In 2020, LKMA prepared final contract documents and the project was successfully completed in 2022. IA GOSR FUNDED STORMWATER MODELING HIGHWAY DRAINAGE PARK 2022 COMPLETION $2 MILLION JO """�t��� • may _ - '. CONSTRUCTION OF FISH PASSAGE Oil , i ELEVATED PERIMETER WALLS AND PATHWAYS SRT TIDE GATE 437 SOUTH COUNTRY ROAD 25 NEWBRIDGE ROAD BROOKHAVEN, NY 11719 HICKSVILLE NY 11801 • ••8 in Lit A II I PROJECT NAME: FISH LADDER AT WOODHULUS DAM ,z CLIENT REFERENCE' KYLE SWARINGEN, PE 4'"; ��•� -, c3 SUFFOLK COUNTY DEPARTMENT OF PUBLIC WORKS ';;?,'; 631-852-4078 �'�S f` .t'.•.. V Y LKMA provided survey, design and permitting services necessary for the construction of a pool and weir fish passage at Woodhull's Dam located on the Little River, a tributary to the Peconic River in Southampton. The site is within Cranberry Bog County Park. Design of a fish passage restored and improved the ecosystem and fisheries of the river, which contain State-designated Significant Coastal Fish and Wildlife Habitats. The fish ladder is a pool and weir style that provides safe passage for the �I primary target species, including Alewife. A separate eel passage design was incorporated to accommodate the American eel. Construction was completed in 2022. i _- ,..r^•_ .` ~ .,'..n>.:�a,��•,,";:.q�'•y.•A="'�`4 � Y ,fit � 'c J`7 ity71� ,r, h r=•sr^`;�'"iG,;^,�i�'',�g,�,,:;sr::.': �74: ;'.�; �.., j'R :W�-'�J}'-`*C I.;w••'r ( ^'�1,1.�4,�!'- s._ ' •: .O ~ .�� A j �y fY��.t� f,J[� _�r',1e,+e1't4'ri• ' �' �{..1' i Y•�1P -tlrY.. • 'ter '• :`!1 l�':L\{(� . tw 4 Lr + � F{fir °� `{{,,,G.i�i� d"•' �'�. , �r�'•�;�{}"o2g`^-a t . r,• r r °`+� •�:�'°t�ti�t'y=�>Ir:\'i' y 'L�Y 1,,. '�TtY('!�*.;t;' ,i}. y:. ,t+ir.;,, c ���� ty„ff�u,�•a:;lrt.'t-{=T'1;. Y}�i{t. i '.�' ��i fir;'. h'{.!c5;(r•'oi'%r ji'{ern ii"y l�= r, Above is the General plan showing the proposed pool and weir fish passage at Woodhull Dam in Riverhead. The , design has received concurrence from the U.S. Fish and Wildlife Service, USACOE permit and is currently being reviewed by the NYSDEC wetland and dam safety division. 437 SOUTH COUNTRY ROAD 25 NEWBRIDGE ROAD •• 11801 • in TOMORROW PROJECT NAME: NYS ROUTE 110 RECONSTRUCTION NEW YORK DRAINAGE IMPROVEMENTS, HUNTINGTON STATEOF OPPORTUNITY CLIENT REFERENCE: GLENN MURRELL, PE j NEW YORK STATE DEPARTMENT OF TRANSPORTATION Department of 631-952-6018 Transportation This project evaluated the development of feasible alternatives for roadway and significant drainage improvements on a 0.9 mile section of NYS Route 110 (New York Avenue) in the vicinity of Huntington Harbor, and developed plans for construction. The project area suffers from several contributing factors that create a complex flooding situation, including low and nearly flat elevations of the roadway; steep grade of the surrounding area; a 3,500 acre watershed area; high groundwater table; influence of tidal action due to proximity of the Huntington Bay; and significant development of the area and the stream parallel to Rte. 110. Hydraulic and hydrologic modeling of the large urban watershed was performed using the USEPA SWMM program and an evaluation of stormwater treatment Best Management Practices was conducted. An innovative drainage solution, including upgrading the capacity of a parallel creek to accommodate stormwater flows, was developed. The project was awarded an "Evergreen" rating— the highest possible rating under NYSDOT's (Green Leadership In Transportation Environmental Sustainability)," a transportation environmental sustainability rating program. HYDROLOGIC /HYDRAULIC MODELING ' af- 1 AWARDED 2014 COMPLETION ,f 3tSe.s, 4•�. '�jo '+�e•y ""mot r;,� •4r t• '4�, 6 A •"-. .�... M: ._` +�y , 437 SOUTH COUNTRY ROAD 25 NEWBRIDGE ROAD •t t. '�S Y��_�'��j};y�.E..� i`• Sf r. it BROOKHAVEN, NY 11719 HICKSALLE NY 11801 • =• 0 � � . ' / . ' ' +~ ~ . ��0UE�T ���E� ^����� �� ��� ��R��' �������� UKJ� K�������K������ � ^ '' ' ' — ' ' ' — ' ' '— ' ' -- ' —' '—''--'''- --' ''— ' --'—'' ' — ! IN SOUTH VALLEY EY STREAM / CLIENT REFERENCE: ]EFFREY TIERNEY / / ` Dcpury Cuwm|myowsn/ DspAnTmcxn OF ENGINEERING TOWN orHsmpSTEAo | 516'812-3483 ! ' LKK4A was the Lead Consultant for this Governor's Office of Storm Recovery (GOSR)-funded project � ! to restore the natural shoreline along Hook Creek from O|overfie|d Road north to N1U| Road and the | adjacent 2,000 foot Path to the Park' A second component of this project was the replacement of the existing deteriorated timber bulkhead at Brook Road Park with a vinyl bulkhead anchored with ho|ioe| earth anchors. The overall concept of the project was to remove invasive plant species and � plant native wetland species that would create o living shoreline that utilized m combination of both green arid hardened features in rm'eoisb|inh the pmrk'n shorelines at o higher and more flood � resilient elevation. |' [ All proposed upland and wetland plantings were native plant species. Other improvements at the park includes the design q . | � ' of a scenic overlook, pedestrian boardwalk, pollinator garden, | kayakpre' pocket-park. 437 SOUTH COUNTRY ROAD 25 NEWBRIDGE ROAD � | ! | | ' � ` � |' | . < ` . � . / | ) � / . | i � / | / I I � I I PROJECT NAME: SUFFOLK COUNTY DEPARTMENT OF PUBLIC WORKS INDIAN ISLAND COUNTY PARK TERRYS CREEK WETLAND RESTORATION PROJECT, RIVERHEAD ............> . > ,I CLIENT REFERENCE: TOM IWANEJKO SUFFOLK COUNTY VECTOR CONTROL 631-852-4270 This project entailed restoring a historic tidal wetland which had been filled in with dredge spoils. Restoring/recreating this historically documented high functioning tidal wetland/salt marsh ecosystem with mixed open water, high marsh habitat, intertidal marsh habitat and open water increased filtering capacity, enhanced the cycling of organic and inorganic nutrients and pollutants, II provided tidal flushing among other biological and physiochemical services, and improved water j quality conditions in the western Peconic Estuary. This was accomplished by installing a 6x6 precast concrete culvert, excavating a new channel and planting over 65,000 tidal wetland plants. i A major component to this project was determining where to dispose of the excavated material because it contained various contaminants such as DDT. LKMA provided a cost effective solution which involved leaving the excavated material on-site to construct a berm. The berm was proposed to be capped with clean select fill as required by the NYSDEC. LKMA prepared all final design documents and secured all environmental permits to construct the new tidal wetland. Permits procured for this project include NYSDEC, DOS and ACOE. WETLAND RESTORATION ENVIRONEKENTAL PERMITTING REVIEW OF CONTAMINANT TESTING RESULTS , � COMPLETED I � I = :;.f:.,�f. ..,�.Ccu' .',w�„'i" .. rti x.J.'rr 1 W''St..• "" rF I, �r.r''i^«�.,.e:�:.JS�1B&,�.'i�,�d:."i.2•T' filifti. CJ.17L. � ��• Photo above shows project under construction. I I •.•. BROOKHAVEN, NY 11719 HICKSVILLE NY 11801 in t - I PROJECT NAME: STEWART AIRPORT-ROUTE 17K DRAINAGE DIVERSION STUDY TOWN OF NEWBURGH, NEW YORK NE NYORK CLIENT REFERENCE: ELLEN KUBEK, CONSULTANT MANAGER STATE OF NYSDOT ENVIRONMENTAL SCIENCE BUREAU orPOR7uNlrr_ 50 WOLF ROAD - ALBANY, NY 12232 Department of 518-485-9161 Transportation The purpose of this study was to investigate the possible flooding effects generated by diverting stormwater runoff in the project area into the Patton Brook Stream. LKMA provided stormwater modeling of the 1,962 acre contributory watershed area. The added watershed contributing to the Patton Brook is approximately 200 acres. Flow hydrographs from the stormwater model were input jinto an unsteady state fluvial hydraulic HEC-RAS model. The HEC-RAS model was used to determine impacts to the downstream floodplain, riparian corridors and culverts. In addition, LKMA engineers used the model to determine any changes in depth and velocity within the Patton Brook as a result I' of the added flow from the 200 acre watershed. 4d ' f The figure above is an Inundation Map taken from HEC-RAS,. 437 SOUTH COUNTRY ROAD 25 NEWBRIDGE ROAD BROOKHAVEN,NY 11719 HICKSVILLE NY 11801 • in (� PROJECT NAME: UPPER MILLS FISH PASSAGE, RIVERHEAD '> CLIENT REFERENCE: SARAH SCHAEFER f +;;,'_ `••+ '; PROGRAM COORDINATOR, PECONIC ESTUARY PROGRAM `,y, 631-852-5806 �tV' o LKMA provided survey, design and permitting services necessary for the construction of a nature-like fish passage at Upper Mills Dam on the Peconic River in Riverhead. Multiple alternatives for this project were developed, including an Alaskan Steeppass (phased dam removal), a nature-like fish passage which maintains the existing spillways, and abandonment of the existing culverts and the { installation of a nature-like fish passage that passes 100% of all flows. Design flows for sizing the fproposed culvert, proposed channel and the proposed fish passage were obtained from the USGS gauge directly downstream of Upper Mills Dam. NYSDEC permitting required the design of new submergent wetlands in the shallow waters downstream of the dam. ,•'�3' � (.rt:'�:=?,t �� cs f, Iu•1t S[3 >,{.;H'll r[c �L-can fau a,Hu OU a NI \ .. r�;:;, (�• ,� 'L'}�� .') IFaT.-.E[ILe;'FL'I$Evi`u trwwwnawk�.�i.�• ,�`.`�'�,: ,.�.1,� •Y >L ;� ''`•�=3�1.�-.. - Cf4k7�r,T�lryl(n+'ff::rtl ` rq tdti' FI` r� I� $• ::: `:I( :: OEri THE:TCAES K-E IN AA •.. ,,,.._-»-- ���':"',<�nr~,,, ,/,' ;�;M1,-� _ !'y;;:;:{•,,��, ,H' AG,:v un-:i ev c�^�T.ntE , .ar-r.:m uR•ir_s L'hfEn' .'"' + ',tit i' .''<i c:�1-� 'M44.`.NPL\ll✓i- !t1'iW G t4Esj �' � 4 ' �/ 1 ,L1Cs:},E1}'1;ll I V'1)I I;:C:[C! �: '• rf j' t.+e'!'' ' rti ilPl'nvISF:`I U.T SH:wa. 's;0.47,;:ttf'ti+t,�- j ! 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'{�~ 1 • e• �„• f�4 V(MQ, / nN:tY>..,•-•�}---rl. $ILV,•i[I �K+ 'iC'r il°c ly,i ���•� ..f�11/�,l i�ti;jC�.iC� !`y�` '\,� '�," �f li�;a�•t;'• A I..<qc, t=u�y�6:.l:;tl' ../!E' ('' ?. }a t7=D`�I.l( .% r+ -IJS, � 'y['k�tr. t•. �..�:!'� r ./- t'. �,y.,'':r �•�. fiETlr/9`4,�fi\�_._.�M••,r�r "vr ':�P.Kjn:,!'a:,,�'vc'l �+1.•.....__ _ lc.. _ I \• �.•tit" / -�ti'i j' 7, ,..�,,,, '�?�`.t,tyi ''4'��r��•..�r!,f !� ftl: �'� ,I .. , i•� �t- '19,PT,,C e� ''1,' .f' <�.�.J1;,iT' �.�` ��, IA 1•'qf iri.gr}.•e' '�i{. �,�� 1 - S *r :; ,'S�''�?�, rc•^:.�..���7f�'r';�kr�`°T� i. ..� . � }i:�•,�"'—�yT'�_1- wlr_�~•' rEPw,Ef.T 57EtL:r¢mx;•••(Q �� - YU,Fb ,- •ulnnes ei f° ��� ,5 } �j't�;i7 ' IILV'i Si}-51 h,\1�51t7�IF:V 1K.�J i�' w '+•ti'Id �1'.•r.�<.Fy j� 11.E--^.-_ .!, L •�':�l�.'..• .,Y'{.A 1 ESSAGE NATURE-LIKE FISH T IIL'N LLV•n,s'.,ns 7C � �'; .y. � ,�,`'��.• :i4 r�•♦'-�r�;s',. � �„`��I{ FLCO,PF hRE':L.niY FL1H LLYC* -'•L ;/. h' ''F-/"' ,'xi✓' "•},{ 'I'•�`rDESIGN n':u•;3 al'-I.__�.. '� .tiy,, �i�_�'�d!:�� ,�(T3F--�--•"—'_j:•:<,.�{ �;• )y, ,/j�ly t CULVERT REPLACEMENT •' /• r'+:. Fif�ILl�`� .P�~j' •.:{',.�,i.;�:1 .��.; �' ^" F i'y,.•,pi` t �Ip:'11r':i' "./'. - t ,, el:1..•:^I.JJ1/!�' \.;� •TILL•.+E W4'WCH RC.•�I.Yi.-IA'CC 41`•, r /��, '. P'{.. I. :. ;. ,S(Y.I�. +Y•r✓�, .1 I'U4'EVE fU:N CE atATEY R K i'N /� l!J l�.. •-�� J'1••j' its:I,c;x k /�r]} � `�XS' -rs`. �/�•r°.—t. ' p:.. �� t ,' �.. ,! ! f ti'>.CM '} f';°.,l�+.d,/�,.A^•'1.'iCuyL� 1 tY rE uWK+LTE VCF ?: �P. /;)•t:; '% :f l� X %f•'^~- htu tt••y REPORT I CW.tCif '••C;[ �Y ,.'L'{ �1 - �'.,�: '' �, DAM DESIGN }IEV 6)7,.i IT:•• w' �1 -u�� ' ra.� \i!'.:'r ` �1'K'.4'.1"•l(1j PERMITTING Fr-OiF]r HGrt>"riT•I//ILQ�f-�"'�r :- {ty J�/) '$+' ( I IZ(T.I�I (4L Kn54'(✓Pt9 LTiu LN:EiVL Iltt.7 f..' ✓} J •f/,i-• /!r.'.."Ir..: 1r...I.:.,•I'�,r.vP. ...•. , tLt"PVC •w•: r :r. - �Rcy cz r: !� �r.wc-ue.VW:• 1 I;�'3-'=,:^ UTILITY COORDINATION 1 t7:c.v�li�rtL ttl.v' Ley •,nky s:nt{• - {''1'• i/ T?�:r 7,{7�injii7 EM1)�,.Il.h"::N.Si,+.UP?tT4.l•1I ecLL ! � E+1 "!/` p(j�y sy;tn'1 SSEE 7rt�IU1'i'FRj1'IY Above is the General Plan showing the proposed nature-like fish passage at Upper Mills Dam in Riverhead. The design has received concurrence from the U.S. Fish and Wildlife Service. Environmental permits have been procured and this project is now in the final design phase. BROOKHAVEN, NY 437 SOUTH COUNTRY ROAD 25 NEWBRIDGE ROAD • HICKSVILLE NY 11801 • ..: in TOMORROWS SOMI-ONS -- --------- PROJECT NAME: FORGE ROAD CULVERT AND FISH PASSAGE, CALVERTON CLIENT REFERENCE:, DAN LOSQUADRO, HIGHWAY SUPERINTENDENT TOWN of BROOKHAVEN DEPARTMENT OF HIGHWAY tr 631-451-9200 I , LKMA provided survey, design and permitting services necessary for the construction of an Alaskan Steeppass at Peconic Lake Dam on the Peconic River in Calverton. Design flows for analyzing both the existing spillway and the proposed fish passage were obtained from the USGS gauge located directly downstream of Upper Mills Dam. Additional improvements at this location inclu.de:d, ah• -ee.1 '.Pa'ssage, rock; riffle ;and the installation of pools at the base of the spillway to prevent- hp,.fiish from becorrt►n`g'irnj'ured, asihpy migrate downstream. LKMA also prepared a Dam :Sefe'ty'Desigii I eportvrhiph,Was ap'proued by trio NYSDEC Dam Safety Division. i r"' �`'.4'- • r1' ri.. -'•"''c '.ySa.l.•, r. �4, rt-. .k-l' �'. - ;Il; 1._� •.4�+�•~`.'::n`r - ...*+w,'..r - '1 'Rt �t' - '+%'�•s1'.0"' ie I « �•.;�,•.���'i` ��'�^::=:- a '>^t•=��i`�:.3�''a f � �NiFi ',ajx.lrl ALASKA ;�j CULVERT REHABILITATION [' .::�.�;._„;:.''�. ,. -^�.•.:` facet. _r•'°y. r, -/. 6 DAM SAFETY DESIGN REPORT PERMITTING •r ;u.= „ •'f�a'i"'r' '''+.-.�"`�-°3�s�r ,.., ,. v`l�r; t` 'sa CONSTRUCTION , • N AND INSPECTION .e;c_.Fr..:�::. , MOMI . ,^,=t�u.,`. � i•;,.'-4'-x a� A.tr 7 Y{I j `.. v 4r+ n Y wKti. C' r - ' i 437 SOUTH COUNTRY ROAD 25 NEWBRIDGE •••• .•• in .' PROJECT NAME: ALEWIFE CREEK FISH PASSAGE, NORTH SEAt"+ F.1�Ntl CLIENT REFERENCE; CHARLES MCARDLE ,'�v• I SUPERINTENDENT.OF HIGHWAYS a 631-728-3600 •� z tk Ott LKMA provided survey, design and permitting services net.es'spry-forth-e`,re;p.lacetnent,of .tfiE :okisting r 36" diameter culvert-with a new 4x6 concrete box culvert ,aiid ;a rotic: ram; , The-' sized to generate suitable flow rates for Alewife durin the:i.r, spa:wnirr ; new, aulv�rt was: g; g period, ,�rov,ia capacity as the existing culvert and is large en ithe=:,sarrle ough so that ii' .er;gtfier And oth'e;r fer.rest,ri"a''I'-'animals= can pass through. Additional improvements at this location i►ieluded' the ehabil ;,�x'isting culvert headwall, stormwater drainage improvements and ahe in_stallafiori;of,'r:a 0bilitativri timb;er_guide.rail. ,.��... �>. a. 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'� AD • •.: HICKSVILLE NY 11801 WWW.LKIVIA,C0M •.: Aged Accounts Receivable Thursday,December 12,2024 9:01:05 AM Aged as of 12/12/2024 L.K.McLean Associates Job-to-Date through 12/31/2024 Invoice Date Balance Current 31-60 61-90 91-120 Over 120 Project Number:18058.000 Lawrence Pipe Improvements GOSR/Project Manager:Anderson 33482 8/5/2024 748.94 748.94 Project Number:19089.000 NC-On-Call CI Various Resurfacing Proj/Project Manager:DeKoning 33989 10/23/2024 30,099.22 30,099.22 34209 11/21/2024 33,085.80 33,085.80 34231 12/5/2024 37,263.26 37,263.26 Total for 19089.000 100,448.28 70,349.06 30,099.22 Project Number:20068.001 Lido Blvd Traff Calm Design&Const Supp/Principal:DeKoning/Project Manager:DeKoning 33478 7/31/2024 30,627.63 30,627.63 Project Number:20107.001 Shore Rd/Prospect Ave Drainage Study/Project Manager:Masseria 33630 8/27/2024 39,075.00 39,075.00 33850 10/2/2024 16,868.68 16,868.68 34026 10/25/2024 32,992.95 32,992.95 34133 11/13/2024 38,418.90 38,418.90 Total for 20107.001 127,355.53 38,418.90 32,992.95 16,868.68 39,075.00 Project Number:21008.000 Bayville Ave.Drainage&Resurfacing/Project Manager:DeKoning 33806 9/24/2024 6,400.00 6,400.00 Project Number:21022.000 NCDPW Long Beach East Traffic Signals/Project Manager: Eisenberg 33675 9/9/2024 1,399.52 1,399.52 33963 10/21/2024 • 2,471.04 2,471.04 34240 12/6/2024 431.84 431.84 Total for 21022.000 4,302.40 431.84 2,471.04 1,399.52 Project Number:21106.003 TO 26-2019-Mini Task Order MT 7/Project Manager:Stillman 33542 8/12/2024 704.37 704.37 Project Number:21121.000 Merrick Ave.Signal Expansion/Project Manager:Eisenberg 32748 4/8/2024 5,686.08 5,686.08 32939 5/7/2024 5,696.22 5,696.22 33138 6/12/2024 40,608.07 40,608.07 33663 9/3/2024 558.95 558.95 34212 11/22/2024 4,836.00 4,836.00 34213 11/22/2024 37,526.54 37,526.54 34239 12/6/2024 4,554.05 4,554.05 Total for 21121.000 99,465.91 46,916.59 558.95 51,990.37 Project Number:22085.000 TO 12-2019 Mineola Blvd Bridge/Project Manager: DeKoning 34003 10/24/2024 11,000.00 11,000.00 Project Number:22145.000 TO 45-2019 Ph.10/Project Manager:DeKoning 33803 9/24/2024 52,658.31 52,658.31 Project Number:23128.001 TO 39-2019 Essex Ct.Drainage/Project Manager:Masseria 33832 10/21/2024 952.50 952.50 34019 10/25/2024 545.00 545.00 34131 11/13/2024 230.00 230.00 Total for 23128.001 1,727.50 230.00 1,497.50 Project Number:23129.001 TO 39-2019 Pt.Washington Drain Engineer/Project Manager:Masseria 34004 10/24/2024 5,882.50 5,882.50 Project Number:23187.002 Whitney Lane Drainage Study TO 37-2019/Project Manager:Masseria 33728 9/13/2024 11,741.78 11,741.78 34020 10/25/2024 42,982.53 42,982.53 Total for 23187.002 54,724.31 42,982.53 11,741.78 Project Number:24075.000 N.Woodmere Pk&Bay Pk Bulkhead Study/Project Manager:Masseria 33665 10/2/2024 39,115.95 39,115.95 Project Number:24076.001 Woodbury Rd Drainage Impr DR&TDR/Project Manager:Masseria 33841 9/30/2024 23,873.80 23,873.80 34014 10/24/2024 16,495.63 16,495.63 v7.6.786 (00325) - Page 1 of 2 Aged Accounts Receivable Job-to-Date through 12/31/2024 Thursday,December 12,2024 9:01:05 AM Invoice Date Balance Current 31-60 61-90 91-120 Over 120 34138 11/13/2024 3,151.88 3,151.88 Total for 24076.001 43,521.31 3,151.88 16,495.63 23,873.80 Project Number:24076.002 Woodbury Rd Drainage Imp Surveying/Project Manager:Masseria 33842 10/21/2024 54,080.00 54,080.00 34013 10/24/2024 2,875.00 2,875.00 Total for 24076.002 56,955.00 56,955.00 Project Number:24126.000 TO 39-2019 Shore Rd.Concrete Seawall/Project Manager:Masseria 34030 11/14/2024 37,706.19 37,706.19 Project Number:24139.000 Traffic Signal Design-Group A/Project Manager:Eisenberg 33676 10/1/2024 53,380.96 53,380.96 33962 10/21/2024 48,263.56 48,263.56 34211 11/22/2024 29,171.64 29,171.64 34233 12/5/2024 23,400.90 23,400.90 Total for 24139.000 154,217.06 52,572.54 48,263.56 53,380.96 Final Totals(Interest Included) 827,561.19 249,777.00 248,639.93 204,039.48 41,033.47 84,071.31 Distribution 100% 30% 30% 25% 5% 10% Interest Totals Final Totals(Net of Interest) 827,661.19 249,777.00 248,639.93 204,039.48 41,033.47 84,071.31 v7.6.786 (00325) - Page 2 of 2