April 2022 — April-12-2022-OCIDA-Packet-updated-4-12-22.pdf =========================================================== ONONDAGA COUNTY INDUSTRIAL DEVELOPMENT AGENCY 333 WEST WASHINGTON STREET, SUITE 130, SYRACUSE, NY 13202 PHONE: 315.435.3770  FAX: 315.435.3669  ONGOVED.COM Regular Meeting Agenda April 12, 2022 8:00 AM Call to Order the Meeting of the Agency 1. Approval of Minutes- March 8, 2022 Regular Meeting 2. Treasurer’s Report 3. Payment of Bills 4. Conflict of Interest 1. Tracey Road Equipment, Inc./ Gerald W. Tracey Project (3101-20-03B) Tracey Road Equipment, Inc. /Gerald W. Tracey Project is requesting increase the Sale and Use Tax Exemption from $260,000 to $420,000. Agency Action Requested: a. A resolution of the board authorizing a public hearing in connection with a request for an increase in the Sales and Use Tax Exemption. Representative: Sarah Stephens, President, SS Funding & Procurement Resources, LLC 2. OYA Solar Project Update a. OYA Church Road A LLC (3101-20-04A) b. OYA Camillus, A LLC (3101-20-16C) c. OYA Camillus, B LLC (3101-20-17D) Representative: Glenn Mackay, Project Manager, OYA Solar 3. Project Termination The following companies have withdrawn their applications for financial assistance: a. TAFT SOLAR, LLC (3101-21-09B) b. NYCANNA, LLC (3101-21-14A) ONONDAGA COUNTY INDUSTRIAL DEVELOPMENT AGENCY 333 WEST WASHINGTON STREET, SUITE 130, SYRACUSE, NY 13202 PHONE: 315.435.3770  FAX: 315.435.3669  ONGOVED.COM Regular Meeting Agenda April 12, 2022 8:00 AM Call to Order the Meeting of the Agency 1. Approval of Minutes- March 8, 2022 Regular Meeting 2. Treasurer’s Report 3. Payment of Bills 4. Conflict of Interest 1. Tracey Road Equipment, Inc./ Gerald W. Tracey Project (3101-20-03B) Tracey Road Equipment, Inc. /Gerald W. Tracey Project is requesting increase the Sale and Use Tax Exemption from $260,000 to $420,000. Agency Action Requested: a. A resolution of the board authorizing a public hearing in connection with a request for an increase in the Sales and Use Tax Exemption. Representative: Sarah Stephens, President, SS Funding & Procurement Resources, LLC 2. OYA Solar Project Update a. OYA Church Road A LLC (3101-20-04A) b. OYA Camillus, A LLC (3101-20-16C) c. OYA Camillus, B LLC (3101-20-17D) Representative: Glenn Mackay, Project Manager, OYA Solar 3. Project Termination The following companies have withdrawn their applications for financial assistance: a. TAFT SOLAR, LLC (3101-21-09B) b. NYCANNA, LLC (3101-21-14A) Agency Action Requested: a. Resolutions of the Board acknowledging the withdrawal of the application submitted by each company listed above and revoking any and all financial assistance granted to each company in connection with the projects associated with each project number listed above. Representative: Robert Petrovich, Executive Director, OCIDA Adjourn Page 1 Onondaga County Industrial Development Agency Regular Meeting Minutes March 8, 2022 A regular meeting of the Onondaga County Industrial Development Agency was held on Tuesday, March 8, 2022 at 333 West Washington Street, Syracuse, New York in the large conference room on the first floor. Patrick Hogan called the meeting to order at 8:14 am with the following: PRESENT: Patrick Hogan Janice Herzog Victor Ianno Steve Morgan Susan Stanczyk Kevin Ryan Fanny Villarreal ABSENT: Agency Action Requested: a. Resolutions of the Board acknowledging the withdrawal of the application submitted by each company listed above and revoking any and all financial assistance granted to each company in connection with the projects associated with each project number listed above. Representative: Robert Petrovich, Executive Director, OCIDA Adjourn Page 1 Onondaga County Industrial Development Agency Regular Meeting Minutes March 8, 2022 A regular meeting of the Onondaga County Industrial Development Agency was held on Tuesday, March 8, 2022 at 333 West Washington Street, Syracuse, New York in the large conference room on the first floor. Patrick Hogan called the meeting to order at 8:14 am with the following: PRESENT: Patrick Hogan Janice Herzog Victor Ianno Steve Morgan Susan Stanczyk Kevin Ryan Fanny Villarreal ABSENT: ALSO PRESENT: Robert M. Petrovich, Executive Director Nate Stevens, Treasurer Nancy Lowery, Secretary Karen Doster, Recording Secretary Jeff Davis, Barclay Damon Law Firm Amanda Fitzgerald, Barclay Damon Law Firm Samantha Podlas, Barclay Damon Law Firm Carolyn Evans-Dean, Office of Economic Development Rebecca Shiroff, Office of Economic Development Leonard Rauch, Office of Economic Development Mike Lisson, Grossman St. Amour Brianah Lane, Grossman St. Amour Mark Levy, Crossroads Park 4616, LLC Anthony Gizzi, Fayette Manlius, LLC Christine Stevens, Fayette Manlius, LLC Vince Raymond, Fayette Manlius, LLC John Sidd, Hancock & Estabrook Karen D’Antonio, Barclay Damon (Didado) Gary Didado, J.W. Didado Electric, LLC Genevieve Trigg, Barclay Damon, (Didado) . Lindsay Gierhart, J.W. Didao Electric,LLC Mitch Latimer, Carpenter’s Union Mark Johnson Chris Bianchi APPROVAL OF REGULAR MEETING MINUTES – FEBRUARY 8, 2022 Page 2 Upon a motion by Fanny Villarreal, seconded by Victor Ianno, the OCIDA Board approved the regular meeting minutes of February 8, 2022 and the organizational meeting minutes of February 8, 2022. Kevin Ryan abstained. Motion was carried. TREASURER’S REPORT Nate Stevens gave a brief review of the Treasurer’s Report for the month of February 2022. Upon a motion by Janice Herzog, seconded by Victor Ianno, the OCIDA Board approved the Treasurer’s Report for the month of February 2022. Motion was carried. ALSO PRESENT: Robert M. Petrovich, Executive Director Nate Stevens, Treasurer Nancy Lowery, Secretary Karen Doster, Recording Secretary Jeff Davis, Barclay Damon Law Firm Amanda Fitzgerald, Barclay Damon Law Firm Samantha Podlas, Barclay Damon Law Firm Carolyn Evans-Dean, Office of Economic Development Rebecca Shiroff, Office of Economic Development Leonard Rauch, Office of Economic Development Mike Lisson, Grossman St. Amour Brianah Lane, Grossman St. Amour Mark Levy, Crossroads Park 4616, LLC Anthony Gizzi, Fayette Manlius, LLC Christine Stevens, Fayette Manlius, LLC Vince Raymond, Fayette Manlius, LLC John Sidd, Hancock & Estabrook Karen D’Antonio, Barclay Damon (Didado) Gary Didado, J.W. Didado Electric, LLC Genevieve Trigg, Barclay Damon, (Didado) . Lindsay Gierhart, J.W. Didao Electric,LLC Mitch Latimer, Carpenter’s Union Mark Johnson Chris Bianchi APPROVAL OF REGULAR MEETING MINUTES – FEBRUARY 8, 2022 Page 2 Upon a motion by Fanny Villarreal, seconded by Victor Ianno, the OCIDA Board approved the regular meeting minutes of February 8, 2022 and the organizational meeting minutes of February 8, 2022. Kevin Ryan abstained. Motion was carried. TREASURER’S REPORT Nate Stevens gave a brief review of the Treasurer’s Report for the month of February 2022. Upon a motion by Janice Herzog, seconded by Victor Ianno, the OCIDA Board approved the Treasurer’s Report for the month of February 2022. Motion was carried. PAYMENT OF BILLS Nate Stevens gave a brief review of the Payment of Bills Schedule #467 Upon a motion by Janice Herzog, seconded by Susan Stanczyk, the OCIDA Board approved the Payment of Bills Schedule #467 for $1,264,891.03 and PILOT payments to Onondaga County for $210,021.32, City of Syracuse for $1,675.73, Town of Cicero for $7,468.00, Town of Clay for $56,814.00, Town of DeWitt for $79,462.23, Town of Onondaga for $3.36, Town of Salina for $4,437.00, Town of Skaneateles for $217.00, Village of Liverpool for $4,330.00, East Syracuse Minoa School District for $289,006.84, Jamesville DeWitt for $108.09, Liverpool Central School District for $448,039.00, Marcellus Central School District for $2,744.00, North Syracuse Central School District for $175,034.00, Onondaga County for $2,633.00, Town of Van Buren for $2,011.00 and Baldwinsville Central School District for $12,253.00. Motion was carried. PAYMENT OF BILLS Nate Stevens gave a brief review of the Payment of Bills Schedule #467 Upon a motion by Janice Herzog, seconded by Susan Stanczyk, the OCIDA Board approved the Payment of Bills Schedule #467 for $1,264,891.03 and PILOT payments to Onondaga County for $210,021.32, City of Syracuse for $1,675.73, Town of Cicero for $7,468.00, Town of Clay for $56,814.00, Town of DeWitt for $79,462.23, Town of Onondaga for $3.36, Town of Salina for $4,437.00, Town of Skaneateles for $217.00, Village of Liverpool for $4,330.00, East Syracuse Minoa School District for $289,006.84, Jamesville DeWitt for $108.09, Liverpool Central School District for $448,039.00, Marcellus Central School District for $2,744.00, North Syracuse Central School District for $175,034.00, Onondaga County for $2,633.00, Town of Van Buren for $2,011.00 and Baldwinsville Central School District for $12,253.00. Motion was carried. CONFLICT OF INTEREST DISCLOSURE The Conflict of Interest was circulated and there were no conflicts reported. AUDIT FROM GROSSMAN ST.AMOUR Page 3 2 Mike Lisson stated the audit went extremely well and there were no issues or concerns. He stated there are no significant changes in the accounting. He stated there are a couple differences in the audit opinion this year because of new professional standards. He stated financials are clean. He stated the whole team does an excellent job. Upon a motion by Fanny Villarreal, seconded by Janice Herzog, the OCIDA Board approved a resolution approving the 2021 Audit of the Agency. Motion was carried. B & N REAL ESTATE HOLDINGS OF CNY, LLC – PILOT TO CROSSROADS PARK 4616, LLC Mark Levy stated they are before the Board for an application to assign a PILOT agreement. He stated in 2015 the original PILOT agreement was granted for a need for logistics and warehousing and improvements to the facility. He stated in 2018 it was then assigned when the business was sold and now their clients, 4616 Crossroads Park, are looking to have the business assigned as well. He stated the request is to have the PILOT agreement assigned to 4616 Crossroads Park, LLC. He stated with respect to additional background, they are anticipating continuity of the existing business so there should be no interruption. CONFLICT OF INTEREST DISCLOSURE The Conflict of Interest was circulated and there were no conflicts reported. AUDIT FROM GROSSMAN ST.AMOUR Page 3 2 Mike Lisson stated the audit went extremely well and there were no issues or concerns. He stated there are no significant changes in the accounting. He stated there are a couple differences in the audit opinion this year because of new professional standards. He stated financials are clean. He stated the whole team does an excellent job. Upon a motion by Fanny Villarreal, seconded by Janice Herzog, the OCIDA Board approved a resolution approving the 2021 Audit of the Agency. Motion was carried. B & N REAL ESTATE HOLDINGS OF CNY, LLC – PILOT TO CROSSROADS PARK 4616, LLC Mark Levy stated they are before the Board for an application to assign a PILOT agreement. He stated in 2015 the original PILOT agreement was granted for a need for logistics and warehousing and improvements to the facility. He stated in 2018 it was then assigned when the business was sold and now their clients, 4616 Crossroads Park, are looking to have the business assigned as well. He stated the request is to have the PILOT agreement assigned to 4616 Crossroads Park, LLC. He stated with respect to additional background, they are anticipating continuity of the existing business so there should be no interruption. Upon a motion by Susan Stanczyk, seconded by Janice Herzog, the OCIDA Board approved a resolution approving the assignment of the right, title and interest in a Project Facility by B & N Real Estate Holdings of CNY, LLC to Crossroads Park 4616, LLC and PDF Logistics, Inc. Motion was carried. Upon a motion by Susan Stanczyk, seconded by Janice Herzog, the OCIDA Board approved a resolution approving the assignment of the right, title and interest in a Project Facility by B & N Real Estate Holdings of CNY, LLC to Crossroads Park 4616, LLC and PDF Logistics, Inc. Motion was carried. FAYETTE MANLIUS, LLC (3101-22-01A) SECOND MEETING Christine Stevens stated this project is for an urgent care facility and a 3 story mixed use building in the Village of Manlius. She stated the PILOT benefits are only sought for the mixed use building. She stated this project is in keeping with the Village’s comprehensive plan and has a letter of support for the application from the Village of Manlius. She stated the site is a brownfield and has been accepted by NYS DEC. She stated the cleanup effort will be extensive. She stated it is a phased project over time and the exact time table depends on the cleanup effort but the vision is that the Well Now will get going as soon as possible. She stated the mixed use Page 4 3 building will take place at a later date as soon as there is more information on environmental contamination on the mixed use portion of the site. She stated the applicant has all the approvals from the Village of Manlius and is teed up and ready to go. She stated they are only able to close on the land conditional upon getting an approval from OCIDA to make sure the project will be financially viable. She stated the benefits are important to get the project to work financially. Susan Stanczyk asked if a public hearing was held. Nancy Lowery stated a public hearing was held and there were no comments but there was a letter of support from the Village of Manlius. FAYETTE MANLIUS, LLC (3101-22-01A) SECOND MEETING Christine Stevens stated this project is for an urgent care facility and a 3 story mixed use building in the Village of Manlius. She stated the PILOT benefits are only sought for the mixed use building. She stated this project is in keeping with the Village’s comprehensive plan and has a letter of support for the application from the Village of Manlius. She stated the site is a brownfield and has been accepted by NYS DEC. She stated the cleanup effort will be extensive. She stated it is a phased project over time and the exact time table depends on the cleanup effort but the vision is that the Well Now will get going as soon as possible. She stated the mixed use Page 4 3 building will take place at a later date as soon as there is more information on environmental contamination on the mixed use portion of the site. She stated the applicant has all the approvals from the Village of Manlius and is teed up and ready to go. She stated they are only able to close on the land conditional upon getting an approval from OCIDA to make sure the project will be financially viable. She stated the benefits are important to get the project to work financially. Susan Stanczyk asked if a public hearing was held. Nancy Lowery stated a public hearing was held and there were no comments but there was a letter of support from the Village of Manlius. Patrick Hogan stated this property has been a troubled property and he commends the folks who put this together as far as addressing the issue with brownfield. Jeff Davis stated this project is a Type I action and the Town was lead agency. He stated at the time the IDA was not considered as an involved agency so there was no notification or consent by the Board. He stated everything has been reviewed. He stated the resolution before the Board is reaffirming, accepting and adopting the negative declaration that was issued by the Planning Board for the project. Upon a motion by Janice Herzog, seconded by Victor Ianno, the OCIDA Board approved a resolution authorizing adoption of SEQRA negative declaration determination for the Fayette Manlius, LLC project. Motion was carried. Upon a motion by Janice Herzog, seconded by Victor Ianno, the OCIDA Board approved a resolution authorizing the financial assistance the Agency will provide to include exemptions from certain real property taxes, real estate transfer taxes, sales and use taxes and mortgage recording taxes. Motion was carried. J.W. DIDADO ELECTRIC, LLC/G&R MORGAN ROAD, LLC (3101-02-A) INITIAL MEETING Robert Petrovich stated Barclay Damon has a conflict on this project so John Sidd of Hancock & Estabrook is sitting in as Agency Conflict Counsel. Page 5 4 Patrick Hogan stated this property has been a troubled property and he commends the folks who put this together as far as addressing the issue with brownfield. Jeff Davis stated this project is a Type I action and the Town was lead agency. He stated at the time the IDA was not considered as an involved agency so there was no notification or consent by the Board. He stated everything has been reviewed. He stated the resolution before the Board is reaffirming, accepting and adopting the negative declaration that was issued by the Planning Board for the project. Upon a motion by Janice Herzog, seconded by Victor Ianno, the OCIDA Board approved a resolution authorizing adoption of SEQRA negative declaration determination for the Fayette Manlius, LLC project. Motion was carried. Upon a motion by Janice Herzog, seconded by Victor Ianno, the OCIDA Board approved a resolution authorizing the financial assistance the Agency will provide to include exemptions from certain real property taxes, real estate transfer taxes, sales and use taxes and mortgage recording taxes. Motion was carried. J.W. DIDADO ELECTRIC, LLC/G&R MORGAN ROAD, LLC (3101-02-A) INITIAL MEETING Robert Petrovich stated Barclay Damon has a conflict on this project so John Sidd of Hancock & Estabrook is sitting in as Agency Conflict Counsel. Page 5 4 John Sidd stated the resolution before the Board is to set a public hearing for the J.W. Didado Electric project in the Town of Clay. He stated he has spoken to the Town Attorney for the Planning Board and they anticipate doing a coordinated SEQR review. He stated this is likely not a Type I action so the Board is unlikely to have to make a SEQR determination. Genevieve Trigg stated Gary Didado, the President of J.W.D. and Vince Raymond form VIP Structures are present. She stated she would like to give the Board a brief overview of the company and the project. She stated J.W. Didado Electric is one of the largest and most successful electrical contractors in the Midwest and Northeast. She stated the company was founded in 1958 by Gary Didado’s father, John Didado, and is headquartered in Akron, Ohio. She stated among the scope of services offered by J.W.D. includes design and build of electrical substations and maintenance and repair of high voltage transmission lines. She stated the company provides advanced technologies solutions to residential, commercial, industrial, institutional and large utility customers. She stated the company is an industry leader in storm restoration and disaster recovery services. She stated J.W.D. serves customers in 23 states and employs over 700 people. She stated they are a member of the Quanta Services family of companies which wholly owns J.W.D. providing the support and equipment to handle some of the biggest and most complex projects. She stated J.W.D. is extremely passionate about giving back to the communities that it serves and developing its workforce. She stated in particular it has two programs that are noteworthy with the first being a live classroom program that is designed to mentor students who desire to pursue careers in the field of construction, engineering or architecture by focusing on STEM related training. She stated the company also offers a 12 week workforce development program known as Train to Hire that is aimed at transitioning young adults to full time/part time or project specific employment opportunities. She stated the company is very excited for the opportunity to establish roots in Onondaga County at a facility to be located on Morgan Road in the Town of Clay. She stated the facility will be approximately 24,000 square feet comprised of office and training space as well as pull in truck bays, storage and an employee onboarding area. She stated additional site improvements include parking and infrastructure to support the facility. She stated working together, J.W.D. and GW Morgan Road, LLC will develop the currently vacant project site into J.W.D’s New York State base of operation. She stated G & R is under contract to purchase the project site and upon satisfaction of conditions they will acquire and own the real property, construct and own the building and lease the facility to J.W.D. She stated it is anticipated the construction of this project will result in over $8,000,000 in investment, 80 construction jobs and operations of the facility will John Sidd stated the resolution before the Board is to set a public hearing for the J.W. Didado Electric project in the Town of Clay. He stated he has spoken to the Town Attorney for the Planning Board and they anticipate doing a coordinated SEQR review. He stated this is likely not a Type I action so the Board is unlikely to have to make a SEQR determination. Genevieve Trigg stated Gary Didado, the President of J.W.D. and Vince Raymond form VIP Structures are present. She stated she would like to give the Board a brief overview of the company and the project. She stated J.W. Didado Electric is one of the largest and most successful electrical contractors in the Midwest and Northeast. She stated the company was founded in 1958 by Gary Didado’s father, John Didado, and is headquartered in Akron, Ohio. She stated among the scope of services offered by J.W.D. includes design and build of electrical substations and maintenance and repair of high voltage transmission lines. She stated the company provides advanced technologies solutions to residential, commercial, industrial, institutional and large utility customers. She stated the company is an industry leader in storm restoration and disaster recovery services. She stated J.W.D. serves customers in 23 states and employs over 700 people. She stated they are a member of the Quanta Services family of companies which wholly owns J.W.D. providing the support and equipment to handle some of the biggest and most complex projects. She stated J.W.D. is extremely passionate about giving back to the communities that it serves and developing its workforce. She stated in particular it has two programs that are noteworthy with the first being a live classroom program that is designed to mentor students who desire to pursue careers in the field of construction, engineering or architecture by focusing on STEM related training. She stated the company also offers a 12 week workforce development program known as Train to Hire that is aimed at transitioning young adults to full time/part time or project specific employment opportunities. She stated the company is very excited for the opportunity to establish roots in Onondaga County at a facility to be located on Morgan Road in the Town of Clay. She stated the facility will be approximately 24,000 square feet comprised of office and training space as well as pull in truck bays, storage and an employee onboarding area. She stated additional site improvements include parking and infrastructure to support the facility. She stated working together, J.W.D. and GW Morgan Road, LLC will develop the currently vacant project site into J.W.D’s New York State base of operation. She stated G & R is under contract to purchase the project site and upon satisfaction of conditions they will acquire and own the real property, construct and own the building and lease the facility to J.W.D. She stated it is anticipated the construction of this project will result in over $8,000,000 in investment, 80 construction jobs and operations of the facility will Page 6 5 ultimately result in a creation of 18 full time jobs with salaries ranging between $40,000 and $140,000. She stated the applicant seeks financial assistance from OCIDA in the form of a job creation PILOT, mortgage recording tax and sales and use tax exemption. She stated given the uncertainties of expanding into a new state and the volatility of the overall economy caused by the pandemic and rising inflation, the company needs this certainty of financial assistance available by the Agency for this project to be economically feasible. (Fanny Villarreal left the meeting.) Patrick Hogan asked if they have expertise in solar panels. Genevieve Trigg stated yes the client does serve as EPC contractor for large utility scale solar projects. Susan Stanczyk asked for a map with the location. Vince Raymond stated it is on the corner of Morgan and Wetzel Road. He stated it is currently a vacant parcel with about 12 acres. Victor Ianno asked if this is a new business being brought to Onondaga County. Genevieve Trigg stated yes. Page 6 5 ultimately result in a creation of 18 full time jobs with salaries ranging between $40,000 and $140,000. She stated the applicant seeks financial assistance from OCIDA in the form of a job creation PILOT, mortgage recording tax and sales and use tax exemption. She stated given the uncertainties of expanding into a new state and the volatility of the overall economy caused by the pandemic and rising inflation, the company needs this certainty of financial assistance available by the Agency for this project to be economically feasible. (Fanny Villarreal left the meeting.) Patrick Hogan asked if they have expertise in solar panels. Genevieve Trigg stated yes the client does serve as EPC contractor for large utility scale solar projects. Susan Stanczyk asked for a map with the location. Vince Raymond stated it is on the corner of Morgan and Wetzel Road. He stated it is currently a vacant parcel with about 12 acres. Victor Ianno asked if this is a new business being brought to Onondaga County. Genevieve Trigg stated yes. Victor Ianno asked why they chose Onondaga County and asked if they saw opportunities here. Gary Didado stated it was between Syracuse and Rochester and they found location to the airport is critical for their operation especially in storm seasons. He stated they serve National Grid, Eversource, NYPA and a whole host of other providers. He stated Syracuse offers great access to the interstates, turnpikes and airport so for them it minimizes the amount of city driving that their trucks are doing. He stated the area they picked is near highways and many big fuel stations so it allows them not to put in the fuel station. He stated they can buy local fuel there. He stated even though there is a cost savings of having the fuel on site there are many of other things that go with it environmentally that they didn’t want to deal with. He stated there is great access to hotel systems, restaurants and mechanics. He stated with 150 trucks they needed a central location like this one. He stated come storm season they will be flying in personnel from as far away as California and Alaska. He stated they fly in within 48 hours and they are in the trucks serving the local utilities with emergency storm response. He stated they have work in Buffalo, Plattsburgh, and Hudson Valley and there is a tremendous amount of work they are shortlisted on and expect to be successful in the Central New York area. He stated Syracuse was a great choice for them because there is great density and great culture. Victor Ianno asked why they chose Onondaga County and asked if they saw opportunities here. Gary Didado stated it was between Syracuse and Rochester and they found location to the airport is critical for their operation especially in storm seasons. He stated they serve National Grid, Eversource, NYPA and a whole host of other providers. He stated Syracuse offers great access to the interstates, turnpikes and airport so for them it minimizes the amount of city driving that their trucks are doing. He stated the area they picked is near highways and many big fuel stations so it allows them not to put in the fuel station. He stated they can buy local fuel there. He stated even though there is a cost savings of having the fuel on site there are many of other things that go with it environmentally that they didn’t want to deal with. He stated there is great access to hotel systems, restaurants and mechanics. He stated with 150 trucks they needed a central location like this one. He stated come storm season they will be flying in personnel from as far away as California and Alaska. He stated they fly in within 48 hours and they are in the trucks serving the local utilities with emergency storm response. He stated they have work in Buffalo, Plattsburgh, and Hudson Valley and there is a tremendous amount of work they are shortlisted on and expect to be successful in the Central New York area. He stated Syracuse was a great choice for them because there is great density and great culture. Page 7 6 Janice Herzog asked if the Train to Hire program is for the people they will be hiring at this location or for the larger company and asked how it works. Lindsay Gierhart stated the Train to Hire program works with the communities they are working in. She stated they work with the inner cities, incarcerated, the substance abuse, handicap and veterans and bring them through the programs to give them opportunities for second chances to work within the communities. Janice Herzog asked if these are people that will fill the 18 positions. Lindsay Gierhart stated they find qualified applicants that can go through the program and try to place them were they are successful. Gary Didado stated that same project they have had 2 individuals go through a program at Quanta to become a lineman and right out of school they will be at the $30 an hour range as a second step apprentice. He stated they try to work them through the union programs which are difficult when they are not sponsored but there are other places within their organization that the unions are accepting them as union apprentices. He stated they will move up to in excess of $200,000 to $300,000 a year. Page 7 6 Janice Herzog asked if the Train to Hire program is for the people they will be hiring at this location or for the larger company and asked how it works. Lindsay Gierhart stated the Train to Hire program works with the communities they are working in. She stated they work with the inner cities, incarcerated, the substance abuse, handicap and veterans and bring them through the programs to give them opportunities for second chances to work within the communities. Janice Herzog asked if these are people that will fill the 18 positions. Lindsay Gierhart stated they find qualified applicants that can go through the program and try to place them were they are successful. Gary Didado stated that same project they have had 2 individuals go through a program at Quanta to become a lineman and right out of school they will be at the $30 an hour range as a second step apprentice. He stated they try to work them through the union programs which are difficult when they are not sponsored but there are other places within their organization that the unions are accepting them as union apprentices. He stated they will move up to in excess of $200,000 to $300,000 a year. Patrick Hogan stated he encourages J.W. Didado Electric to reach out to the local school districts. He stated many school districts have advanced technical programs. Genevieve Trigg agreed and said they reach out to the local boys and girls clubs and local schools. John Sidd asked if G&R Morgan Road, LLC is currently under contract to purchase the property. Genevieve Trigg stated yes. John Sidd stated he noticed it is a relatively new Ohio LLC and asked if they intend to have that authorized to do business in New York. Genevieve Trigg stated yes. Upon a motion by Susan Stanczyk, seconded by Kevin Ryan, the OCIDA Board approved a resolution authorizing a public hearing for J.W. Didado Electric, LLC/G & R Morgan Road, LLC. Motion was carried. Page 8 7 Victor Ianno asked if this is B & N Holdings second time they have assigned their benefits. Amanda Fitzgerald stated that is correct. Victor Ianno asked if there is any cost to the Agency in doing that. Robert Petrovich stated there is going to be additional legal work which will be borne by the applicant. He stated OCIDA does not pay the legal expenses on behalf of this. He stated the Agency charged an additional fee to recoup some of the administrative time on this project. Patrick Hogan stated he encourages J.W. Didado Electric to reach out to the local school districts. He stated many school districts have advanced technical programs. Genevieve Trigg agreed and said they reach out to the local boys and girls clubs and local schools. John Sidd asked if G&R Morgan Road, LLC is currently under contract to purchase the property. Genevieve Trigg stated yes. John Sidd stated he noticed it is a relatively new Ohio LLC and asked if they intend to have that authorized to do business in New York. Genevieve Trigg stated yes. Upon a motion by Susan Stanczyk, seconded by Kevin Ryan, the OCIDA Board approved a resolution authorizing a public hearing for J.W. Didado Electric, LLC/G & R Morgan Road, LLC. Motion was carried. Page 8 7 Victor Ianno asked if this is B & N Holdings second time they have assigned their benefits. Amanda Fitzgerald stated that is correct. Victor Ianno asked if there is any cost to the Agency in doing that. Robert Petrovich stated there is going to be additional legal work which will be borne by the applicant. He stated OCIDA does not pay the legal expenses on behalf of this. He stated the Agency charged an additional fee to recoup some of the administrative time on this project. ADJOURN Upon a motion by Janice Herzog, seconded by Susan Stanczyk, the OCIDA Board adjourned the meeting at 8:49 am. Motion was carried. _________________________________ Nancy Lowery, Secretary Page 9 8 ADJOURN Upon a motion by Janice Herzog, seconded by Susan Stanczyk, the OCIDA Board adjourned the meeting at 8:49 am. Motion was carried. _________________________________ Nancy Lowery, Secretary Page 9 8 ONONDAGA COUNTY INDUSTRIAL DEVELOPMENT AGENCY 333 WASHINGTON STREET, SUITE 130, SYRACUSE, NY 13202 PHONE: 315.435.3770 • FAX: 315.435.3669 March 31, 2022 2022 Budget Current YTD Revenue / Expense / Income Current Period Current YTD Amount Change to Budget Operating Revenue 4,422 583,004 1,444,000 (860,996) Administrative Expense 70,856 130,078 800,000 (669,922) Operating/Program Exp. 53,816 158,810 644,000 (485,190) Net Ordinary Income (120,251) 294,116 - 294,116 ONONDAGA COUNTY INDUSTRIAL DEVELOPMENT AGENCY 333 WASHINGTON STREET, SUITE 130, SYRACUSE, NY 13202 PHONE: 315.435.3770 • FAX: 315.435.3669 March 31, 2022 2022 Budget Current YTD Revenue / Expense / Income Current Period Current YTD Amount Change to Budget Operating Revenue 4,422 583,004 1,444,000 (860,996) Administrative Expense 70,856 130,078 800,000 (669,922) Operating/Program Exp. 53,816 158,810 644,000 (485,190) Net Ordinary Income (120,251) 294,116 - 294,116 Current Assets Current YTD Prior YTD Total Cash 3,119,651 4,421,117 Less Pass Through Received - 32,766 Available Cash 3,119,651 4,388,351 Receivables (less pass through rec.) 167,163 281,020 Grant Reimbursements - - Total 3,286,814 4,669,371 Reserve for Contracts County Operations 2022 669,922 333 W. Washington St 2022 Rent 60,000 OBG WPCP CO #4 Additional Studies 180,349 JMT 800 Hiawatha Engineering 10,234 Barclay Damon WPCP Options - Total 920,505 Receivables 0-120 days 167,163 > 120 days - Total 167,163 Page 10 Current Assets Current YTD Prior YTD Total Cash 3,119,651 4,421,117 Less Pass Through Received - 32,766 Available Cash 3,119,651 4,388,351 Receivables (less pass through rec.) 167,163 281,020 Grant Reimbursements - - Total 3,286,814 4,669,371 Reserve for Contracts County Operations 2022 669,922 333 W. Washington St 2022 Rent 60,000 OBG WPCP CO #4 Additional Studies 180,349 JMT 800 Hiawatha Engineering 10,234 Barclay Damon WPCP Options - Total 920,505 Receivables 0-120 days 167,163 > 120 days - Total 167,163 Page 10 Onondaga County Industrial Development Agency Profit and Loss March 2022 TOTAL Income 500 Operating Revenue 2116 Fees 2116.1 Agency Fees 1,500.00 2116.2 Application Fees 1,000.00 Total 2116 Fees 2,500.00 2410 Lease Income 1,500.00 2655 Other Operating Revenue 392.91 Total 500 Operating Revenue 4,392.91 501 Non-Operating Revenue 2401 Interest Income 28.76 Total 501 Non-Operating Revenue 28.76 534 Pilot & Pass Thru Revenue 529 PILOT Income 32,470.46 Total 534 Pilot & Pass Thru Revenue 32,470.46 Total Income $36,892.13 GROSS PROFIT $36,892.13 Expenses 6400 Operating Expense 6407 Administrative Expense 70,856.39 6408 Meeting Expenses 582.02 6409 Conference Attendence 3,185.92 6410 Office Expense 1,055.56 6415 FTZ 1,250.00 Total 6400 Operating Expense 76,929.89 6440 Legal Fees 6450 Barclay Damon 6470 WPCP Development 50.00 Total 6450 Barclay Damon 50.00 Total 6440 Legal Fees 50.00 6500 Agency Program Expenses 6510 White Pine Commerce Park 6510.6 Taxes/SDC 12,223.13 6510.7 WPCP Marketing 10,684.83 6511 WPCP Closing Costs 24,784.50 Total 6510 White Pine Commerce Park 47,692.46 Total 6500 Agency Program Expenses 47,692.46 6600 Non-Operating Expenses 6605 Pilot & Pass Thru Expenses 6605.2 PILOT Expense 32,470.46 Total 6605 Pilot & Pass Thru Expenses 32,470.46 Total 6600 Non-Operating Expenses 32,470.46 Total Expenses $157,142.81 NET OPERATING INCOME $ -120,250.68 NET INCOME $ -120,250.68 Onondaga County Industrial Development Agency Profit and Loss March 2022 TOTAL Income 500 Operating Revenue 2116 Fees 2116.1 Agency Fees 1,500.00 2116.2 Application Fees 1,000.00 Total 2116 Fees 2,500.00 2410 Lease Income 1,500.00 2655 Other Operating Revenue 392.91 Total 500 Operating Revenue 4,392.91 501 Non-Operating Revenue 2401 Interest Income 28.76 Total 501 Non-Operating Revenue 28.76 534 Pilot & Pass Thru Revenue 529 PILOT Income 32,470.46 Total 534 Pilot & Pass Thru Revenue 32,470.46 Total Income $36,892.13 GROSS PROFIT $36,892.13 Expenses 6400 Operating Expense 6407 Administrative Expense 70,856.39 6408 Meeting Expenses 582.02 6409 Conference Attendence 3,185.92 6410 Office Expense 1,055.56 6415 FTZ 1,250.00 Total 6400 Operating Expense 76,929.89 6440 Legal Fees 6450 Barclay Damon 6470 WPCP Development 50.00 Total 6450 Barclay Damon 50.00 Total 6440 Legal Fees 50.00 6500 Agency Program Expenses 6510 White Pine Commerce Park 6510.6 Taxes/SDC 12,223.13 6510.7 WPCP Marketing 10,684.83 6511 WPCP Closing Costs 24,784.50 Total 6510 White Pine Commerce Park 47,692.46 Total 6500 Agency Program Expenses 47,692.46 6600 Non-Operating Expenses 6605 Pilot & Pass Thru Expenses 6605.2 PILOT Expense 32,470.46 Total 6605 Pilot & Pass Thru Expenses 32,470.46 Total 6600 Non-Operating Expenses 32,470.46 Total Expenses $157,142.81 NET OPERATING INCOME $ -120,250.68 NET INCOME $ -120,250.68 Page 11 Accrual Basis Friday, April 1, 2022 11:56 AM GMT-04:00 1/1 Onondaga County Industrial Development Agency Balance Sheet As of March 31, 2022 TOTAL ASSETS Current Assets Bank Accounts 200 Cash 0.00 200.1 Cash - M & T Checking 2,238,126.80 200.2 Cash - M & T Money Maker Savings 890,432.25 200.4 Destiny USA Restricted Cash -8,957.82 210 Petty Cash 50.00 Total 200 Cash 3,119,651.23 Total Bank Accounts $3,119,651.23 Accounts Receivable 380 Accounts Rec. 380.6 A/R Fees, Lease & PILOT 199,633.41 Total 380 Accounts Rec. 199,633.41 Total Accounts Receivable $199,633.41 Total Current Assets $3,319,284.64 Fixed Assets 100 Land 101 White Pines Commerce Park 5,880,651.50 101.1 WPCP GEIS 101.101 CHA GEIS 1 267,452.05 101.102 CHA GEIS 2 219,439.36 101.104 GEIS Reg Plan Board Overview 19,797.74 Total 101.1 WPCP GEIS 506,689.15 101.2 WPCP Legal 69,774.25 101.3 Engineering Services 52,675.00 101.301 Temporary Access 4,055.44 101.4 Environmental/Demo Services 10,318.98 Page 11 Accrual Basis Friday, April 1, 2022 11:56 AM GMT-04:00 1/1 Onondaga County Industrial Development Agency Balance Sheet As of March 31, 2022 TOTAL ASSETS Current Assets Bank Accounts 200 Cash 0.00 200.1 Cash - M & T Checking 2,238,126.80 200.2 Cash - M & T Money Maker Savings 890,432.25 200.4 Destiny USA Restricted Cash -8,957.82 210 Petty Cash 50.00 Total 200 Cash 3,119,651.23 Total Bank Accounts $3,119,651.23 Accounts Receivable 380 Accounts Rec. 380.6 A/R Fees, Lease & PILOT 199,633.41 Total 380 Accounts Rec. 199,633.41 Total Accounts Receivable $199,633.41 Total Current Assets $3,319,284.64 Fixed Assets 100 Land 101 White Pines Commerce Park 5,880,651.50 101.1 WPCP GEIS 101.101 CHA GEIS 1 267,452.05 101.102 CHA GEIS 2 219,439.36 101.104 GEIS Reg Plan Board Overview 19,797.74 Total 101.1 WPCP GEIS 506,689.15 101.2 WPCP Legal 69,774.25 101.3 Engineering Services 52,675.00 101.301 Temporary Access 4,055.44 101.4 Environmental/Demo Services 10,318.98 Page 12 Accrual Basis Friday, April 1, 2022 11:55 AM GMT-04:00 1/3 Onondaga County Industrial Development Agency Balance Sheet As of March 31, 2022 TOTAL Total 101.3 Engineering Services 67,049.42 101.5 Land Acquisition Costs 101.501 Land Purchases 1,160,063.57 101.502 Closing Costs 3,168.14 Total 101.5 Land Acquisition Costs 1,163,231.71 Total 101 White Pines Commerce Park 7,687,396.03 106 North Salina Properties 0.00 106.1 435 North Salina 17,083.55 106.3 435 North Salina Building 634,421.53 Total 106 North Salina Properties 651,505.08 107 800 Hiawatha 604,840.42 Total 100 Land 8,943,741.53 104 Machinery & Equipment 104.1 Office Furniture 1,429.00 104.2 Equipment 4,589.00 Total 104 Machinery & Equipment 6,018.00 211 A/D Office Furniture -3,493.00 213 A/D Buildings -97,603.00 250 Investment in Real Property 6,180,006.00 Total Fixed Assets $15,028,669.53 Other Assets 240 Blue Sky Redevelopment 1,641.76 Total Other Assets $1,641.76 TOTAL ASSETS $18,349,595.93 Page 12 Accrual Basis Friday, April 1, 2022 11:55 AM GMT-04:00 1/3 Onondaga County Industrial Development Agency Balance Sheet As of March 31, 2022 TOTAL Total 101.3 Engineering Services 67,049.42 101.5 Land Acquisition Costs 101.501 Land Purchases 1,160,063.57 101.502 Closing Costs 3,168.14 Total 101.5 Land Acquisition Costs 1,163,231.71 Total 101 White Pines Commerce Park 7,687,396.03 106 North Salina Properties 0.00 106.1 435 North Salina 17,083.55 106.3 435 North Salina Building 634,421.53 Total 106 North Salina Properties 651,505.08 107 800 Hiawatha 604,840.42 Total 100 Land 8,943,741.53 104 Machinery & Equipment 104.1 Office Furniture 1,429.00 104.2 Equipment 4,589.00 Total 104 Machinery & Equipment 6,018.00 211 A/D Office Furniture -3,493.00 213 A/D Buildings -97,603.00 250 Investment in Real Property 6,180,006.00 Total Fixed Assets $15,028,669.53 Other Assets 240 Blue Sky Redevelopment 1,641.76 Total Other Assets $1,641.76 TOTAL ASSETS $18,349,595.93 Page 13 Accrual Basis Friday, April 1, 2022 11:55 AM GMT-04:00 2/3 Onondaga County Industrial Development Agency Balance Sheet As of March 31, 2022 TOTAL LIABILITIES AND EQUITY Liabilities Current Liabilities Other Current Liabilities 600 Accounts Payable 0.00 600.1 Due to Related Party - OED 130,077.56 600.205 Exp Pay Prev Period 340,842.08 600.206 Mileage Reimbursement 92.34 600.208 BlueRock Energy Agreement Deposit 25,000.00 600.209 Syracuse Rail Overpayment 500.00 600.3 Onondaga County Loan 6,063,169.19 600.31 Accrued Interest - OC Note Payable 2,129.00 Total 600.3 Onondaga County Loan 6,065,298.19 Total 600 Accounts Payable 6,561,810.17 601 PILOT and Pass Thru Payable 603 PILOT Pass Thru 32,470.46 604 Other Pass Thrus -0.30 Total 601 PILOT and Pass Thru Payable 32,470.16 Total Other Current Liabilities $6,594,280.33 Total Current Liabilities $6,594,280.33 Total Liabilities $6,594,280.33 Equity 3900 Equity Unreserved 8,742,531.91 3901 Equity-Investment Fixed Assets 2,345,838.63 463 Reserve For Contracts 920,504.65 465 Equity - Unreserved -547,675.65 Net Income 294,116.06 Total Equity $11,755,315.60 TOTAL LIABILITIES AND EQUITY $18,349,595.93 Page 13 Accrual Basis Friday, April 1, 2022 11:55 AM GMT-04:00 2/3 Onondaga County Industrial Development Agency Balance Sheet As of March 31, 2022 TOTAL LIABILITIES AND EQUITY Liabilities Current Liabilities Other Current Liabilities 600 Accounts Payable 0.00 600.1 Due to Related Party - OED 130,077.56 600.205 Exp Pay Prev Period 340,842.08 600.206 Mileage Reimbursement 92.34 600.208 BlueRock Energy Agreement Deposit 25,000.00 600.209 Syracuse Rail Overpayment 500.00 600.3 Onondaga County Loan 6,063,169.19 600.31 Accrued Interest - OC Note Payable 2,129.00 Total 600.3 Onondaga County Loan 6,065,298.19 Total 600 Accounts Payable 6,561,810.17 601 PILOT and Pass Thru Payable 603 PILOT Pass Thru 32,470.46 604 Other Pass Thrus -0.30 Total 601 PILOT and Pass Thru Payable 32,470.16 Total Other Current Liabilities $6,594,280.33 Total Current Liabilities $6,594,280.33 Total Liabilities $6,594,280.33 Equity 3900 Equity Unreserved 8,742,531.91 3901 Equity-Investment Fixed Assets 2,345,838.63 463 Reserve For Contracts 920,504.65 465 Equity - Unreserved -547,675.65 Net Income 294,116.06 Total Equity $11,755,315.60 TOTAL LIABILITIES AND EQUITY $18,349,595.93 Page 14 Accrual Basis Friday, April 1, 2022 11:55 AM GMT-04:00 3/3 Page 14 Accrual Basis Friday, April 1, 2022 11:55 AM GMT-04:00 3/3 ONONDAGA COUNTY INDUSTRIAL DEVELOPMENT AGENCY PAYMENT OF BILL - SCHEDULE #468 April 12, 2022 ONONDAGA COUNTY INDUSTRIAL DEVELOPMENT AGENCY PAYMENT OF BILL - SCHEDULE #468 April 12, 2022 GENERAL EXPENSES 1. BARCLAY DAMON LLP* $ 382,487.33 Purchase of Land 2. BARCLAY DAMON LLP* $ 409,401.32 Purchase of Land 3. BARCLAY DAMON LLP* $ 762,518.57 Purchase of Land 4. BARCLAY DAMON LLP** $ 252,621.84 Purchase of Land 5. BARCLAY DAMON LLP** $ 404,978.57 Purchase of Land 6. MACNY*** $ 1,550.00 Inv#42844, 108th Celebration of Manufacturing 7. BARCLAY DAMON LLP $ 100,000.00 Legal Fees WPCP Development 8. RAMBOLL AMERICAS ENGINEERING SOLUTIONS, INC. $ 87,778.64 Inv#1940009607 & 1940010854, Site Development 9. JMT OF NEW YORK, INC. $ 3,576.50 Inv#32-103057, Roth Engineering 10. PARK STRATEGIES, LLC $ 2,500.00 Inv#16586126, March 2022 Consulting 11. BOND, SCHOENECK & KING, PLLC $ 157.50 Inv#19903508, BlueRock Legal thru 1-31-22 1 Page 15 Schedule#468 page 2 12. KAREN DOSTER $ 5.98 Reimbursement for Expenses 13. ONONDAGA CIVIC DEVELOPMENT CORP. $ 13,397.98 Inv# 1123 & 1124, 1st Quarter 2022 Rent & Office Machine GENERAL EXPENSES 1. BARCLAY DAMON LLP* $ 382,487.33 Purchase of Land 2. BARCLAY DAMON LLP* $ 409,401.32 Purchase of Land 3. BARCLAY DAMON LLP* $ 762,518.57 Purchase of Land 4. BARCLAY DAMON LLP** $ 252,621.84 Purchase of Land 5. BARCLAY DAMON LLP** $ 404,978.57 Purchase of Land 6. MACNY*** $ 1,550.00 Inv#42844, 108th Celebration of Manufacturing 7. BARCLAY DAMON LLP $ 100,000.00 Legal Fees WPCP Development 8. RAMBOLL AMERICAS ENGINEERING SOLUTIONS, INC. $ 87,778.64 Inv#1940009607 & 1940010854, Site Development 9. JMT OF NEW YORK, INC. $ 3,576.50 Inv#32-103057, Roth Engineering 10. PARK STRATEGIES, LLC $ 2,500.00 Inv#16586126, March 2022 Consulting 11. BOND, SCHOENECK & KING, PLLC $ 157.50 Inv#19903508, BlueRock Legal thru 1-31-22 1 Page 15 Schedule#468 page 2 12. KAREN DOSTER $ 5.98 Reimbursement for Expenses 13. ONONDAGA CIVIC DEVELOPMENT CORP. $ 13,397.98 Inv# 1123 & 1124, 1st Quarter 2022 Rent & Office Machine 14. FEDEX $ 101.56 Inv#7-692-23889, 7-682-23540 & 7-675-36641, Shipping 15. ADVANCE MEDIA NEW YORK $ 114.80 Public Hearing Notice Fayette Manlius LLC 16. CRYSTAL ROCK $ 47.42 Inv#22196031 022022, Water TOTAL $ 2,407,570.27 *Ratification of Checks dated March 4, 2022 **Ratification of Checks dated March 10, 2022 ***Ratification of Check dated March 21, 2022 2 Page 16 14. FEDEX $ 101.56 Inv#7-692-23889, 7-682-23540 & 7-675-36641, Shipping 15. ADVANCE MEDIA NEW YORK $ 114.80 Public Hearing Notice Fayette Manlius LLC 16. CRYSTAL ROCK $ 47.42 Inv#22196031 022022, Water TOTAL $ 2,407,570.27 *Ratification of Checks dated March 4, 2022 **Ratification of Checks dated March 10, 2022 ***Ratification of Check dated March 21, 2022 2 Page 16 ONONDAGA COUNTY INDUSTRIAL DEVELOPMENT AGENCY RESERVE FOR CONTRACTS 3/31/2022 ONONDAGA COUNTY INDUSTRIAL DEVELOPMENT AGENCY RESERVE FOR CONTRACTS 3/31/2022 CONTRACT TOTAL PORTION BALANCE DESCRIPTION TERM CONTRACT PAID OUTSTANDING ONONDAGA COUNTY OED 2021 1-1-22-12-31-22 $800,000.00 $130,078.00 $669,922.00 333 W. WASHINGTON ST 2022 RENT 1-1-22-12-31-22 $60,000.00 $0.00 $60,000.00 OBG WPCP CO #4 ADDITIONAL STUDIES 11-30-18-12-31-22 $800,000.00 $619,651.25 $180,348.75 JMT 800 HIAWATHA ENGINEERING 2/13/19-12-31-22 $25,000.00 $14,766.10 $10,233.90 $1,685,000.00 $764,495.35 $920,504.65 CONTRACT TOTAL PORTION BALANCE DESCRIPTION TERM CONTRACT PAID OUTSTANDING ONONDAGA COUNTY OED 2021 1-1-22-12-31-22 $800,000.00 $130,078.00 $669,922.00 333 W. WASHINGTON ST 2022 RENT 1-1-22-12-31-22 $60,000.00 $0.00 $60,000.00 OBG WPCP CO #4 ADDITIONAL STUDIES 11-30-18-12-31-22 $800,000.00 $619,651.25 $180,348.75 JMT 800 HIAWATHA ENGINEERING 2/13/19-12-31-22 $25,000.00 $14,766.10 $10,233.90 $1,685,000.00 $764,495.35 $920,504.65 ACCOUNTS RECEIVABLE 3/31/2022 AGENCY FEES RECEIVABLE $165,662.95 ACCOUNTS RECEIVABLE GENERAL $1,500.00 TOTAL $167,162.95 Page 17 Page 18 Onondaga County Industrial Development Agency Project Summary 5/1/2020 1. Project OYA Church Road A LLC 2. Project Number 3101-20-04A 3. Location Lysander 4. School District Baldwinsville Central School District 6. Project Type New Construction: Solar Development 5. Tax Parcel(s) 030.-01-09.0 Village - ACCOUNTS RECEIVABLE 3/31/2022 AGENCY FEES RECEIVABLE $165,662.95 ACCOUNTS RECEIVABLE GENERAL $1,500.00 TOTAL $167,162.95 Page 17 Page 18 Onondaga County Industrial Development Agency Project Summary 5/1/2020 1. Project OYA Church Road A LLC 2. Project Number 3101-20-04A 3. Location Lysander 4. School District Baldwinsville Central School District 6. Project Type New Construction: Solar Development 5. Tax Parcel(s) 030.-01-09.0 Village - 7.Total Project Cost $ 9,105,554 8. Total Jobs 1.0 Land $ - 8A. Job Retention 0 Site Work $ - 8B: Job Creation 1.0 Building $ 4,500,000 (Next 5 Years) Furniture & Fixtures $ - Equipment $ 4,522,554 Equipment Subject to NYS Production Exemption $ - Engineering/Architecture Fees $ 83,000 Financial Charges $ - Legal Fees $ - Other- Solar Installation Labor $ - Abatement/Benefit Analysis OYA Church Road A LLC Project Description Fiscal Impact ($) Estimated Abatement $ 1,661,551 Sales Tax $ 361,800 Mortgage Tax Property Tax Relief (PILOT) $ 1,299,751 7.Total Project Cost $ 9,105,554 8. Total Jobs 1.0 Land $ - 8A. Job Retention 0 Site Work $ - 8B: Job Creation 1.0 Building $ 4,500,000 (Next 5 Years) Furniture & Fixtures $ - Equipment $ 4,522,554 Equipment Subject to NYS Production Exemption $ - Engineering/Architecture Fees $ 83,000 Financial Charges $ - Legal Fees $ - Other- Solar Installation Labor $ - Abatement/Benefit Analysis OYA Church Road A LLC Project Description Fiscal Impact ($) Estimated Abatement $ 1,661,551 Sales Tax $ 361,800 Mortgage Tax Property Tax Relief (PILOT) $ 1,299,751 Estimated New Investment $ 14,501,242 PILOT Payments $ 791,748 Construction of a 5MWAC grid-tie photovoltaic (PV) system to be built within a 38.85 acre Project Wages (10 years) $ 1,872,000 fenced in area consisting of 18,746 Talesun TP6G72M-9BB 400 W PV modules connected to one power electronics HEMK-FS2125K inverter and one power electronics HEMK-FS3 190K inverter. Construction Wages $ 2,814,940 Employee Benefits (10 years) Project Capital Investment $ 9,022,554 New Sales Tax Generated N/A Agency Fees $ 114,819 Agency Legal Fees $ 22,764 Benefit:Abatement Ratio 9 :1 Page 19 OYA Church Road A LLC 5/1/2020 A) PILOTS Estimate Table Worksheet Current Revenue Generated by Parcel $ 2,223 Estimated New Investment $ 14,501,242 PILOT Payments $ 791,748 Construction of a 5MWAC grid-tie photovoltaic (PV) system to be built within a 38.85 acre Project Wages (10 years) $ 1,872,000 fenced in area consisting of 18,746 Talesun TP6G72M-9BB 400 W PV modules connected to one power electronics HEMK-FS2125K inverter and one power electronics HEMK-FS3 190K inverter. Construction Wages $ 2,814,940 Employee Benefits (10 years) Project Capital Investment $ 9,022,554 New Sales Tax Generated N/A Agency Fees $ 114,819 Agency Legal Fees $ 22,764 Benefit:Abatement Ratio 9 :1 Page 19 OYA Church Road A LLC 5/1/2020 A) PILOTS Estimate Table Worksheet Current Revenue Generated by Parcel $ 2,223 Projected Year 1 Revenue to be generated as a result of the project: $ 27,500 Total Project Cost $ 9,105,554 OCIDA Estimate of Project Value $ 2,255,639 Projected MW (AC) to be generated 5 Estimated Property Tax Revenue if there was no project $ 89,085 Scheduled PILOT Payments $ 880,833 Baldwinsville Central School Full Tax Payment without Year Onondaga County Town Lysander Total PILOT Net Exemption District PILOT Projected Year 1 Revenue to be generated as a result of the project: $ 27,500 Total Project Cost $ 9,105,554 OCIDA Estimate of Project Value $ 2,255,639 Projected MW (AC) to be generated 5 Estimated Property Tax Revenue if there was no project $ 89,085 Scheduled PILOT Payments $ 880,833 Baldwinsville Central School Full Tax Payment without Year Onondaga County Town Lysander Total PILOT Net Exemption District PILOT 16.5% 6.4% 77.1% 100.0% 2019-2020 $ 368 $ 142 $ 1,714 $ 2,223 $ 2,223 1 $ 4,538 $ 1,760 $ 21,201 $ 27,500 $ 62,624 $ 35,124 2 $ 4,628 $ 1,795 $ 21,625 $ 28,050 $ 63,877 $ 35,827 3 $ 4,721 $ 1,831 $ 22,058 $ 28,611 $ 65,155 $ 36,544 4 $ 4,815 $ 1,868 $ 22,499 $ 29,183 $ 66,458 $ 37,274 5 $ 4,912 $ 1,905 $ 22,949 $ 29,767 $ 67,787 $ 38,020 6 $ 5,010 $ 1,943 $ 23,408 $ 30,362 $ 69,142 $ 38,780 7 $ 5,110 $ 1,982 $ 23,876 $ 30,969 $ 70,525 $ 39,556 8 $ 5,212 $ 2,022 $ 24,353 $ 31,589 $ 71,936 $ 40,347 9 $ 5,316 $ 2,062 $ 24,841 $ 32,221 $ 73,375 $ 41,154 10 $ 5,423 $ 2,103 $ 25,337 $ 32,865 $ 74,842 $ 41,977 11 $ 5,531 $ 2,145 $ 25,844 $ 33,522 $ 76,339 $ 42,817 12 $ 5,642 $ 2,188 $ 26,361 $ 34,193 $ 77,866 $ 43,673 13 $ 5,755 $ 2,232 $ 26,888 $ 34,877 $ 79,423 $ 44,546 14 $ 5,870 $ 2,277 $ 27,426 $ 35,574 $ 81,011 $ 45,437 15 $ 5,987 $ 2,322 $ 27,975 $ 36,286 $ 82,632 $ 46,346 16 $ 6,107 $ 2,369 $ 28,534 $ 37,011 $ 100,239 $ 63,228 17 $ 6,229 $ 2,416 $ 29,105 $ 37,752 $ 102,244 $ 64,493 18 $ 6,354 $ 2,464 $ 29,687 $ 38,507 $ 104,289 $ 65,782 19 $ 6,481 $ 2,514 $ 30,281 $ 39,277 $ 106,375 $ 67,098 20 $ 6,610 $ 2,564 $ 30,886 $ 40,062 $ 108,502 $ 68,440 21 $ 6,742 $ 2,615 $ 31,504 $ 40,864 $ 110,672 $ 69,809 22 $ 6,877 $ 2,668 $ 32,134 $ 41,681 $ 112,886 $ 71,205 23 $ 7,015 $ 2,721 $ 32,777 $ 42,514 $ 115,144 $ 72,629 24 $ 7,155 $ 2,775 $ 33,432 $ 43,365 $ 117,446 $ 74,082 25 $ 7,298 $ 2,831 $ 34,101 $ 44,232 $ 119,795 $ 75,563 $ 145,337 $ 56,373 $ 679,080 $ 880,833 $ 2,180,585 $ 1,299,751 16.5% 6.4% 77.1% 100.0% 2019-2020 $ 368 $ 142 $ 1,714 $ 2,223 $ 2,223 1 $ 4,538 $ 1,760 $ 21,201 $ 27,500 $ 62,624 $ 35,124 2 $ 4,628 $ 1,795 $ 21,625 $ 28,050 $ 63,877 $ 35,827 3 $ 4,721 $ 1,831 $ 22,058 $ 28,611 $ 65,155 $ 36,544 4 $ 4,815 $ 1,868 $ 22,499 $ 29,183 $ 66,458 $ 37,274 5 $ 4,912 $ 1,905 $ 22,949 $ 29,767 $ 67,787 $ 38,020 6 $ 5,010 $ 1,943 $ 23,408 $ 30,362 $ 69,142 $ 38,780 7 $ 5,110 $ 1,982 $ 23,876 $ 30,969 $ 70,525 $ 39,556 8 $ 5,212 $ 2,022 $ 24,353 $ 31,589 $ 71,936 $ 40,347 9 $ 5,316 $ 2,062 $ 24,841 $ 32,221 $ 73,375 $ 41,154 10 $ 5,423 $ 2,103 $ 25,337 $ 32,865 $ 74,842 $ 41,977 11 $ 5,531 $ 2,145 $ 25,844 $ 33,522 $ 76,339 $ 42,817 12 $ 5,642 $ 2,188 $ 26,361 $ 34,193 $ 77,866 $ 43,673 13 $ 5,755 $ 2,232 $ 26,888 $ 34,877 $ 79,423 $ 44,546 14 $ 5,870 $ 2,277 $ 27,426 $ 35,574 $ 81,011 $ 45,437 15 $ 5,987 $ 2,322 $ 27,975 $ 36,286 $ 82,632 $ 46,346 16 $ 6,107 $ 2,369 $ 28,534 $ 37,011 $ 100,239 $ 63,228 17 $ 6,229 $ 2,416 $ 29,105 $ 37,752 $ 102,244 $ 64,493 18 $ 6,354 $ 2,464 $ 29,687 $ 38,507 $ 104,289 $ 65,782 19 $ 6,481 $ 2,514 $ 30,281 $ 39,277 $ 106,375 $ 67,098 20 $ 6,610 $ 2,564 $ 30,886 $ 40,062 $ 108,502 $ 68,440 21 $ 6,742 $ 2,615 $ 31,504 $ 40,864 $ 110,672 $ 69,809 22 $ 6,877 $ 2,668 $ 32,134 $ 41,681 $ 112,886 $ 71,205 23 $ 7,015 $ 2,721 $ 32,777 $ 42,514 $ 115,144 $ 72,629 24 $ 7,155 $ 2,775 $ 33,432 $ 43,365 $ 117,446 $ 74,082 25 $ 7,298 $ 2,831 $ 34,101 $ 44,232 $ 119,795 $ 75,563 $ 145,337 $ 56,373 $ 679,080 $ 880,833 $ 2,180,585 $ 1,299,751 Page 20 Page 21 Page 22 Page 23 Page 24 Page 25 Page 26 Page 27 Page 28 Page 29 Page 30 Page 31 Page 32 Page 33 Page 34 Page 35 Page 36 Page 37 Page 38 Page 39 Page 40 Page 41 Page 42 Section II - D Page 20 Page 21 Page 22 Page 23 Page 24 Page 25 Page 26 Page 27 Page 28 Page 29 Page 30 Page 31 Page 32 Page 33 Page 34 Page 35 Page 36 Page 37 Page 38 Page 39 Page 40 Page 41 Page 42 Section II - D PROJECT NARRATIVE OYA CHURCH ROAD A LLC COMMUNITY DISTRIBUTED GENERATION 1671 CHURCH ROAD, LYSANDER, NY 13027 OYA SOLAR NY, L.P. Page 43 1. Summary OYA Church Road A LLC (“OYA”) is proposing to develop a 5 MWAC solar + storage CDG Project located at Church Road (“Proposed Project”) in the Town of Lysander, New York. The Proposed Project will operate over a 30-year term. OYA has contracted a highly reputed consulting company to assist us in the submittal of the Site Plan Application and engage in further discussions regarding any additional permitting and engineering requirements. The application for the interconnection has been submitted to the utility company and is deemed complete. The utility company has completed a full Coordinated Electric System Interconnection Review (“CESIR”), and an Interconnection Agreement between OYA and the utility company (National Grid) is in place. Construction activities are expected to begin in July 2020 and expected to take three to four months, including 20 days for commissioning. At this time, no Request for Proposals have been sent to vendors, therefore no specific vendors have been selected. PROJECT NARRATIVE OYA CHURCH ROAD A LLC COMMUNITY DISTRIBUTED GENERATION 1671 CHURCH ROAD, LYSANDER, NY 13027 OYA SOLAR NY, L.P. Page 43 1. Summary OYA Church Road A LLC (“OYA”) is proposing to develop a 5 MWAC solar + storage CDG Project located at Church Road (“Proposed Project”) in the Town of Lysander, New York. The Proposed Project will operate over a 30-year term. OYA has contracted a highly reputed consulting company to assist us in the submittal of the Site Plan Application and engage in further discussions regarding any additional permitting and engineering requirements. The application for the interconnection has been submitted to the utility company and is deemed complete. The utility company has completed a full Coordinated Electric System Interconnection Review (“CESIR”), and an Interconnection Agreement between OYA and the utility company (National Grid) is in place. Construction activities are expected to begin in July 2020 and expected to take three to four months, including 20 days for commissioning. At this time, no Request for Proposals have been sent to vendors, therefore no specific vendors have been selected. Solar projects offer numerous benefits to the community. These multi-million-dollar projects create construction, operation and maintenance jobs. At OYA, we work with local contractors for numerous components of the project. The proposed project is expected to generate 3000 total hours of annual operations and maintenance labor, equivalent to $76,000, combined between the Church Road A and Church Road B sites. Solar panels and systems have been used in the United States for over forty years and have gained in popularity as the cost of solar energy becomes competitive with traditional fossil fuels, and because of the environmental benefits. Moreover, solar systems have been found to be a good-neighbor land use due to their passive nature, no negative impacts on neighboring property values, and benefits to the environment and local economy. Lastly, a solar project will not change the underlying nature of the land. There will be no cost to taxpayers for development of this project. On the contrary, the public will benefit from the proposed project as it will employ locals for construction, operations and the supply chain. There will be many indirect jobs that are created for supporting processes of the Solar Project which complement the entire life cycle of the proposed project, including, but not limited to; policy-making, sales and marketing, financial services, education, research and development (“R&D”), consulting, hotels, restaurants etc. Solar projects offer numerous benefits to the community. These multi-million-dollar projects create construction, operation and maintenance jobs. At OYA, we work with local contractors for numerous components of the project. The proposed project is expected to generate 3000 total hours of annual operations and maintenance labor, equivalent to $76,000, combined between the Church Road A and Church Road B sites. Solar panels and systems have been used in the United States for over forty years and have gained in popularity as the cost of solar energy becomes competitive with traditional fossil fuels, and because of the environmental benefits. Moreover, solar systems have been found to be a good-neighbor land use due to their passive nature, no negative impacts on neighboring property values, and benefits to the environment and local economy. Lastly, a solar project will not change the underlying nature of the land. There will be no cost to taxpayers for development of this project. On the contrary, the public will benefit from the proposed project as it will employ locals for construction, operations and the supply chain. There will be many indirect jobs that are created for supporting processes of the Solar Project which complement the entire life cycle of the proposed project, including, but not limited to; policy-making, sales and marketing, financial services, education, research and development (“R&D”), consulting, hotels, restaurants etc. Statistics show that for every job created in the solar industry, 1.8 to 2.8 jobs are created in other segments of the economy. The Proposed Project will not produce a burden on existing public infrastructure and services. On the contrary, the passive nature of electric generation prevents the need for additional or increased services. The limited amount of vehicle traffic needed to access the site will prevent traffic hazards. A parking and laydown area may be designated on the proposed site during construction and decommissioning. Page 44 The Proposed Project is contributing to the New York State Public Service Commission’s (“PSC”) Clean Energy Standard (“CES”) goal of 50% renewables by 2030. As well, the proposed project will be generating clean energy, which is fed into the local grid, thus benefiting the local community. Parcel Owner Information: Name: Wendy Hafner Parcel I.D: 030.-01-09.0 Address: 1671 Church Road, Lysander, NY 13027 Project Developer Name: OYA Church Road A LLC Address: 144 Front St. W, Suite 310, Toronto, ON M5J 2L7 Contact Name: Taymaz Jahani, COO Tax ID: 84-5012273 Municipality Township Town of Lysander Address: 8220 Loop Road, Baldwinsville, NY 13027 2. Payment in Lieu of Taxes (“PILOT”) Information Statistics show that for every job created in the solar industry, 1.8 to 2.8 jobs are created in other segments of the economy. The Proposed Project will not produce a burden on existing public infrastructure and services. On the contrary, the passive nature of electric generation prevents the need for additional or increased services. The limited amount of vehicle traffic needed to access the site will prevent traffic hazards. A parking and laydown area may be designated on the proposed site during construction and decommissioning. Page 44 The Proposed Project is contributing to the New York State Public Service Commission’s (“PSC”) Clean Energy Standard (“CES”) goal of 50% renewables by 2030. As well, the proposed project will be generating clean energy, which is fed into the local grid, thus benefiting the local community. Parcel Owner Information: Name: Wendy Hafner Parcel I.D: 030.-01-09.0 Address: 1671 Church Road, Lysander, NY 13027 Project Developer Name: OYA Church Road A LLC Address: 144 Front St. W, Suite 310, Toronto, ON M5J 2L7 Contact Name: Taymaz Jahani, COO Tax ID: 84-5012273 Municipality Township Town of Lysander Address: 8220 Loop Road, Baldwinsville, NY 13027 2. Payment in Lieu of Taxes (“PILOT”) Information School District: Opted Out Town: Opted Out County: TBD Page 45 3. Proposed Project Description The Proposed Project is a 5 MWAC (7.5 MWDC) single axis solar + storage generation facility located in the Township of Lysander (See “Figure 1: Proposed Project Location”). Figure 1: Proposed Project Location The Proposed Project site is located at 1671 Church Road, Town of Lysander, NY 13027 on approximately 55.27 acres / 2,407,561 sqft, consisting of a single tax parcel(See “Figure 2: Proposed Project Site Location”). The site access will be via a proposed gravel road off Church Road, entering the site at the North of the property. Page 46 Figure 2: Proposed Project Site Location Page 47 4. Project Technology The Project will be new photovoltaic (“PV”) power generation system with Direct Current (“DC”) coupled Energy Storage System (“ESS”). The solar panel modules have been sited to satisfy or exceed Town zoning ordinances, with focus on minimizing visual impacts on surrounding landowners and the community. While 55.27 acres exist under site control, the solar PV modules will occupy approximately 9.50 acres / 413,820 sqft, which translates into a coverage ratio of 17.2%. Electricity generated from panels will be fed to the inverters which ultimately connect to the electric grid at the point of interconnection, as determined by the utility company. School District: Opted Out Town: Opted Out County: TBD Page 45 3. Proposed Project Description The Proposed Project is a 5 MWAC (7.5 MWDC) single axis solar + storage generation facility located in the Township of Lysander (See “Figure 1: Proposed Project Location”). Figure 1: Proposed Project Location The Proposed Project site is located at 1671 Church Road, Town of Lysander, NY 13027 on approximately 55.27 acres / 2,407,561 sqft, consisting of a single tax parcel(See “Figure 2: Proposed Project Site Location”). The site access will be via a proposed gravel road off Church Road, entering the site at the North of the property. Page 46 Figure 2: Proposed Project Site Location Page 47 4. Project Technology The Project will be new photovoltaic (“PV”) power generation system with Direct Current (“DC”) coupled Energy Storage System (“ESS”). The solar panel modules have been sited to satisfy or exceed Town zoning ordinances, with focus on minimizing visual impacts on surrounding landowners and the community. While 55.27 acres exist under site control, the solar PV modules will occupy approximately 9.50 acres / 413,820 sqft, which translates into a coverage ratio of 17.2%. Electricity generated from panels will be fed to the inverters which ultimately connect to the electric grid at the point of interconnection, as determined by the utility company. The solar panel will be supported on foundation/posts that will either be driven pile, grouted piles, or screw piles. The posts will be installed into the ground at a depth adequate to handle engineered loads and mitigate frost heave. Posts can be pulled from the ground at the end of the system’s useful life with minimal ground disturbance. Racking, panel, and inverter manufacturers will be site-specific, depending on engineering, topography, and array layout. The utility company will provide final approval of interconnection equipment including transformers, meters, disconnects, utility poles, and wires, as required by the utility company interconnection tariff. All equipment is engineered to meet industry, state, and federal standards. See below “Figure 3” for illustrations of the various types of foundation/post mentioned above. Figure 3: Illustration of Types of Foundation Posts Transformers and related equipment will be placed on a concrete slab at grade level. The utility typically will require poles to be standard electric utility poles with overhead wires, unless otherwise authorized. Additional poles may be required depending on the method of interconnection. All non-utility equipment, materials, supplies, concrete, etc. will be removed at the end of the useful life of the project. Page 48 The solar panel will be supported on foundation/posts that will either be driven pile, grouted piles, or screw piles. The posts will be installed into the ground at a depth adequate to handle engineered loads and mitigate frost heave. Posts can be pulled from the ground at the end of the system’s useful life with minimal ground disturbance. Racking, panel, and inverter manufacturers will be site-specific, depending on engineering, topography, and array layout. The utility company will provide final approval of interconnection equipment including transformers, meters, disconnects, utility poles, and wires, as required by the utility company interconnection tariff. All equipment is engineered to meet industry, state, and federal standards. See below “Figure 3” for illustrations of the various types of foundation/post mentioned above. Figure 3: Illustration of Types of Foundation Posts Transformers and related equipment will be placed on a concrete slab at grade level. The utility typically will require poles to be standard electric utility poles with overhead wires, unless otherwise authorized. Additional poles may be required depending on the method of interconnection. All non-utility equipment, materials, supplies, concrete, etc. will be removed at the end of the useful life of the project. Page 48 The ESS and controls will allow any excess PV energy to be stored on the DC side of the inverter and discharged to the inverter DC bus for injection to the grid as needed. The ESS will be based on Li-ion technology. All equipment will meet the utility company standards and national standards for safety and interconnection. In addition, adequate level of insurance coverage and a signed interconnection agreement will be required, along with continual production monitoring. Page 49 A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA AB AC AD AE AF 1 DEVELOPER: 1 The ESS and controls will allow any excess PV energy to be stored on the DC side of the inverter and discharged to the inverter DC bus for injection to the grid as needed. The ESS will be based on Li-ion technology. All equipment will meet the utility company standards and national standards for safety and interconnection. In addition, adequate level of insurance coverage and a signed interconnection agreement will be required, along with continual production monitoring. Page 49 A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA AB AC AD AE AF 1 DEVELOPER: 1 OYA CHURCH ROAD - A 2 2 OYA SOLAR NY L.P. 335 MADISON AVE. 4TH FLOOR NEW YORK, NY 10017 OYA CHURCH ROAD - A 2 2 OYA SOLAR NY L.P. 335 MADISON AVE. 4TH FLOOR NEW YORK, NY 10017 GROUND MOUNT SOLAR PERMIT SET - 5.00MW AC , 7.49MW DC T: +1 866 284 7980 3 3 WWW.OYASOLAR.COM GROUND MOUNT SOLAR PERMIT SET - 5.00MW AC , 7.49MW DC T: +1 866 284 7980 3 3 WWW.OYASOLAR.COM THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS THE SOLE PROPERTY OF OYA SOLAR INC AND ITS SUBSIDIARIES. NO REPRODUCTION OF THIS DRAWING IS PERMITTED WITHOUT THE 4 4 EXPRESSED CONSENT OF OYA SOLAR INC. THE CONTRACTOR/INSTALLER SHALL BE RESPONSIBLE FOR CHECKING AND VERIFYING ALL LEVELS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO OYA SOLAR INC, AND OBTAIN CLARIFICATION PRIOR TO COMMENCING WORK. OYA SOLAR INC WILL NOT BE HELD RESPONSIBLE FOR ANY MODIFICATIONS OR ALTERATIONS MADE TO THE APPROVED DESIGN AND/OR SPECIFICATIONS. ANY AND ALL PROPOSED THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS THE SOLE PROPERTY OF OYA SOLAR INC AND ITS SUBSIDIARIES. NO REPRODUCTION OF THIS DRAWING IS PERMITTED WITHOUT THE 4 4 EXPRESSED CONSENT OF OYA SOLAR INC. THE CONTRACTOR/INSTALLER SHALL BE RESPONSIBLE FOR CHECKING AND VERIFYING ALL LEVELS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO OYA SOLAR INC, AND OBTAIN CLARIFICATION PRIOR TO COMMENCING WORK. OYA SOLAR INC WILL NOT BE HELD RESPONSIBLE FOR ANY MODIFICATIONS OR ALTERATIONS MADE TO THE APPROVED DESIGN AND/OR SPECIFICATIONS. ANY AND ALL PROPOSED ADDRESS REGION MAP STREET MAP CHANGES TO THE DESIGN AND DRAWING MUST BE REVIEWED AND 5 APPROVED IN WRITING BY OYA SOLAR INC. AND STAMPING ENGINEER. 5 ADDRESS REGION MAP STREET MAP CHANGES TO THE DESIGN AND DRAWING MUST BE REVIEWED AND 5 APPROVED IN WRITING BY OYA SOLAR INC. AND STAMPING ENGINEER. 5 OYA PROJECT MANAGER: GLENN MACKAY 6 335 MADISON AVE. NEW YORK, NY. 10017 6 +1 416 840 3358 EXT.139 OYA PROJECT MANAGER: GLENN MACKAY 6 335 MADISON AVE. NEW YORK, NY. 10017 6 +1 416 840 3358 EXT.139 PROPERTY OWNER: PROJECT WENDY HAFNER PROJECT LOCATION 7 7 PROPERTY OWNER: PROJECT WENDY HAFNER PROJECT LOCATION 7 7 LOCATION OYA CHURCH ROAD - A PARCEL ID: 8 8 LOCATION OYA CHURCH ROAD - A PARCEL ID: 8 8 030.-01-09.0 1671 CHURCH RD., LYSANDER, NY 13027 ENGINEERING PERMIT-SEAL: 9 9 030.-01-09.0 1671 CHURCH RD., LYSANDER, NY 13027 ENGINEERING PERMIT-SEAL: 9 9 PROJECT GPS COORDINATES 10 43.191329, -76.389541 10 11 11 PROJECT GPS COORDINATES 10 43.191329, -76.389541 10 11 11 PRELIMINARY DESIGN NOT FOR CONSTRUCTION REV DATE DESCRIPTION BY PRELIMINARY DESIGN NOT FOR CONSTRUCTION REV DATE DESCRIPTION BY DRAWING LIST PROJECT DESCRIPTION 12 12 01 2019-12-23 COVER PAGE KA DRAWING LIST PROJECT DESCRIPTION 12 12 01 2019-12-23 COVER PAGE KA 02 2020-01-24 LAYOUT UPDATE S-200 KA DWG# NAME REV# REV DATE 03 2020-01-29 VISUAL SCREENING ANALYSIS ADDED KA THE PROJECT IS A 5MWAC GRID-TIE PHOTOVOLTAIC (PV) SYSTEM INSTALLED ON PARCEL ID: 030.-01-09.0, IN LYSANDER, NY. 04 2020-02-03 LAYOUT UPDATE - PITCH TO 21' KA 13 13 02 2020-01-24 LAYOUT UPDATE S-200 KA DWG# NAME REV# REV DATE 03 2020-01-29 VISUAL SCREENING ANALYSIS ADDED KA THE PROJECT IS A 5MWAC GRID-TIE PHOTOVOLTAIC (PV) SYSTEM INSTALLED ON PARCEL ID: 030.-01-09.0, IN LYSANDER, NY. 04 2020-02-03 LAYOUT UPDATE - PITCH TO 21' KA 13 13 0000 COVER PAGE 04 2020-02-03 THE SYSTEM WILL CONSIST OF QTY(18746) TALESUN TP6G72M-9BB 400W PV MODULES CONNECTED TO QTY(1) POWER ELECTRONICS HEMK-FS2125K INVERTER (CURTAILED TO 2000KW AC), AND QTY(1) POWER ELECTRONICS HEMK-FS3190K INVERTER (CURTAILED TO 3000KW AC). S-200 PERMITTING SITE PLAN 05 2020-02-03 14 THE POINT OF INTERCONNECTION (POI) WILL BE AT THE EXISTING NATIONAL GRID UTILITY POLE LOCATED AT 43.193131, -76.387394. 14 0000 COVER PAGE 04 2020-02-03 THE SYSTEM WILL CONSIST OF QTY(18746) TALESUN TP6G72M-9BB 400W PV MODULES CONNECTED TO QTY(1) POWER ELECTRONICS HEMK-FS2125K INVERTER (CURTAILED TO 2000KW AC), AND QTY(1) POWER ELECTRONICS HEMK-FS3190K INVERTER (CURTAILED TO 3000KW AC). S-200 PERMITTING SITE PLAN 05 2020-02-03 14 THE POINT OF INTERCONNECTION (POI) WILL BE AT THE EXISTING NATIONAL GRID UTILITY POLE LOCATED AT 43.193131, -76.387394. 14 S-210 TRACKER RACKING DETAILS 01 2020-01-24 AC SYSTEM SIZE: 5000 KW AC S-212 TYPICAL EQUIPMENT PLANS AND ELEVATIONS 01 2020-01-24 DC SYSTEM SIZE: 7498.400 KW DC PROJECT NAME AND ADDRESS: 15 15 S-210 TRACKER RACKING DETAILS 01 2020-01-24 AC SYSTEM SIZE: 5000 KW AC S-212 TYPICAL EQUIPMENT PLANS AND ELEVATIONS 01 2020-01-24 DC SYSTEM SIZE: 7498.400 KW DC PROJECT NAME AND ADDRESS: 15 15 S-213 TYPICAL O/H LINE POLE ELEVATIONS 01 2020-01-24 OYA CHURCH RD - A S-214 TYPICAL UTILITY POLE CLUSTER AND METERING 01 2020-01-24 1671 CHURCH ROAD, LYSANDER, 16 PROJECT TEAM NY 13027 16 S-213 TYPICAL O/H LINE POLE ELEVATIONS 01 2020-01-24 OYA CHURCH RD - A S-214 TYPICAL UTILITY POLE CLUSTER AND METERING 01 2020-01-24 1671 CHURCH ROAD, LYSANDER, 16 PROJECT TEAM NY 13027 16 S-220 SITE FENCE DETAILS 01 2020-01-31 GPS: 43.191329, -76.389541 S-221 VISUAL SCREENING - PLAN VIEW 02 2020-02-03 OYA SOLAR NY L.P. 17 335 MADISON AVE, 4TH FLOOR DRAWING TITLE: 17 S-220 SITE FENCE DETAILS 01 2020-01-31 GPS: 43.191329, -76.389541 S-221 VISUAL SCREENING - PLAN VIEW 02 2020-02-03 OYA SOLAR NY L.P. 17 335 MADISON AVE, 4TH FLOOR DRAWING TITLE: 17 S-222 VISUAL SCREENING - CAMERA VIEW (1 OF 4) 01 2020-01-29 PROJECT DEVELOPER NEW YORK, NY 10017 +1 866 284 7980 PROJECT COVER S-223 VISUAL SCREENING - CAMERA VIEW (2 OF 4) 01 2020-01-29 WWW.OYASOLAR.COM 2017-004-56A OYA Church Rd-A_S-0000 R04.dwg 18 18 S-222 VISUAL SCREENING - CAMERA VIEW (1 OF 4) 01 2020-01-29 PROJECT DEVELOPER NEW YORK, NY 10017 +1 866 284 7980 PROJECT COVER S-223 VISUAL SCREENING - CAMERA VIEW (2 OF 4) 01 2020-01-29 WWW.OYASOLAR.COM 2017-004-56A OYA Church Rd-A_S-0000 R04.dwg 18 18 CHECKED BY: DRAWN BY: S-224 VISUAL SCREENING - CAMERA VIEW (3 OF 4) 02 2020-02-03 MM KA CHECKED BY: DRAWN BY: S-224 VISUAL SCREENING - CAMERA VIEW (3 OF 4) 02 2020-02-03 MM KA S-225 VISUAL SCREENING - CAMERA VIEW (4 OF 4) 01 2020-01-31 PROJECT NUMBER: C&S ENGINEERS , INC. 19 2017-004-56A 19 S-225 VISUAL SCREENING - CAMERA VIEW (4 OF 4) 01 2020-01-31 PROJECT NUMBER: C&S ENGINEERS , INC. 19 2017-004-56A 19 499 COL. EILEEN COLLINS BLVD. S-900 SPECIFICATION SHEETS (1 OF 2) 01 2020-01-31 SYRACUSE, NY 13212 ENGINEERING CONSULTANT +1 315 455 2000 UNITS: DRAWING NUMBER: SPECIFICATION SHEETS (2 OF 2) IMPERIAL S-901 01 2020-01-31 WWW.CSCOS.COM S.0000 2020-02-06 499 COL. EILEEN COLLINS BLVD. S-900 SPECIFICATION SHEETS (1 OF 2) 01 2020-01-31 SYRACUSE, NY 13212 ENGINEERING CONSULTANT +1 315 455 2000 UNITS: DRAWING NUMBER: SPECIFICATION SHEETS (2 OF 2) IMPERIAL S-901 01 2020-01-31 WWW.CSCOS.COM S.0000 2020-02-06 20 SCALE: 20 N.T.S A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA AB AC AD AE AF Page 50 20 SCALE: 20 N.T.S A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA AB AC AD AE AF Page 50 A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA AB AC AD AE AF A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA AB AC AD AE AF 1 PARCEL BOUNDARY ONE STRING OF 26 PANELS DEVELOPER: 1 1 PARCEL BOUNDARY ONE STRING OF 26 PANELS DEVELOPER: 1 NEW UTILITY LINE FROM AN EXISTING 3-PHASE LINE #36_11_26951 13.20KV SITE FENCE X X: DETAIL INDEX CONNECTING TO SORRELL HILL X-XX X-XX: DRAWING NUMBER SUBSTATION. WATER BODIES SETBACK POI (STREAMS/LAKES) 2 2 POINT OF INTERCONNECTION TO A NEW 3 PHASE LINE. EXISTING UTILITY POLE WETLANDS BUFFER PROPOSED VISUAL 01 POLE CLUSTER (REFER TO S-213 AND S-214 PROJECT AREA (43.193131, -76.387394) SCREENING S-214 POI - EXISTING UTILITY EXISTING ROAD OYA SOLAR NY L.P. POLE 335 MADISON AVE. 4TH FLOOR MV OH FRONT SETBACK PROJECT ACCESS ROAD AND NEW UTILITY POLE PROPOSED ACCESS ROAD NEW YORK, NY 10017 MV OH POI HV LINE ROUTE 3 (100'-00") T: +1 866 284 7980 3 NEW UTILITY LINE FROM AN EXISTING 3-PHASE LINE #36_11_26951 13.20KV SITE FENCE X X: DETAIL INDEX CONNECTING TO SORRELL HILL X-XX X-XX: DRAWING NUMBER SUBSTATION. WATER BODIES SETBACK POI (STREAMS/LAKES) 2 2 POINT OF INTERCONNECTION TO A NEW 3 PHASE LINE. EXISTING UTILITY POLE WETLANDS BUFFER PROPOSED VISUAL 01 POLE CLUSTER (REFER TO S-213 AND S-214 PROJECT AREA (43.193131, -76.387394) SCREENING S-214 POI - EXISTING UTILITY EXISTING ROAD OYA SOLAR NY L.P. POLE 335 MADISON AVE. 4TH FLOOR MV OH FRONT SETBACK PROJECT ACCESS ROAD AND NEW UTILITY POLE PROPOSED ACCESS ROAD NEW YORK, NY 10017 MV OH POI HV LINE ROUTE 3 (100'-00") T: +1 866 284 7980 3 POINT OF INTERCONNECTION TO A NEW 3 PHASE LINE. NEW DEVELOPER POLE EXISTING FORESTED AREA WWW.OYASOLAR.COM MV OH CHUR (43.193131, -76.387394) PROPOSED HV LINE EXISTING TREES TO CH RO 25' POINT OF INTERCONNECTION TO A NEW 3 PHASE LINE. NEW DEVELOPER POLE EXISTING FORESTED AREA WWW.OYASOLAR.COM MV OH CHUR (43.193131, -76.387394) PROPOSED HV LINE EXISTING TREES TO CH RO 25' 25' 25' 25' 25' BE REMOVED THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS THE SOLE 25' MV UG BE REMOVED THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS THE SOLE 25' MV UG MV OH (UNDER GROUND) 25' MV OH (UNDER GROUND) 25' AD PROPOSED SITE PROPOSED HV LINE PROPERTY OF OYA SOLAR INC AND ITS SUBSIDIARIES. NO REPRODUCTION OF THIS DRAWING IS PERMITTED WITHOUT THE DELINEATED WETLANDS 4 4 MV OH EXPRESSED CONSENT OF OYA SOLAR INC. THE MV O ENTRANCE (OVERHEAD) CONTRACTOR/INSTALLER SHALL BE RESPONSIBLE FOR CHECKING AND 21' H VERIFYING ALL LEVELS AND DIMENSIONS AND SHALL REPORT ALL MV OH EXISTING UTILITY HV LINE VISUAL SCREENING DISCREPANCIES TO OYA SOLAR INC, AND OBTAIN CLARIFICATION PRIOR NEW UTILITY LINE TO COMMENCING WORK. OYA SOLAR INC WILL NOT BE HELD MV OH 100' EXTENDED FROM AN NEW 3-PHASE LINE ALL YEAR SHADING RESPONSIBLE FOR ANY MODIFICATIONS OR ALTERATIONS MADE TO THE APPROVED DESIGN AND/OR SPECIFICATIONS. ANY AND ALL PROPOSED EXISTING 10am - 2pm MV OH AD PROPOSED SITE PROPOSED HV LINE PROPERTY OF OYA SOLAR INC AND ITS SUBSIDIARIES. NO REPRODUCTION OF THIS DRAWING IS PERMITTED WITHOUT THE DELINEATED WETLANDS 4 4 MV OH EXPRESSED CONSENT OF OYA SOLAR INC. THE MV O ENTRANCE (OVERHEAD) CONTRACTOR/INSTALLER SHALL BE RESPONSIBLE FOR CHECKING AND 21' H VERIFYING ALL LEVELS AND DIMENSIONS AND SHALL REPORT ALL MV OH EXISTING UTILITY HV LINE VISUAL SCREENING DISCREPANCIES TO OYA SOLAR INC, AND OBTAIN CLARIFICATION PRIOR NEW UTILITY LINE TO COMMENCING WORK. OYA SOLAR INC WILL NOT BE HELD MV OH 100' EXTENDED FROM AN NEW 3-PHASE LINE ALL YEAR SHADING RESPONSIBLE FOR ANY MODIFICATIONS OR ALTERATIONS MADE TO THE APPROVED DESIGN AND/OR SPECIFICATIONS. ANY AND ALL PROPOSED EXISTING 10am - 2pm MV OH BY UTILITY CHANGES TO THE DESIGN AND DRAWING MUST BE REVIEWED AND 3-PHASE LINE MV O APPROVED IN WRITING BY OYA SOLAR INC. AND STAMPING ENGINEER. H 5 5 #36_11_26951 FEB - OCT. SHADING 13.20KV EQUIPMENT PADS 10am - 2pm 50' CONNECTING TO OYA PROJECT MANAGER: SORRELL HILL MV O SUBSTATION. CONTOUR LINES H GLENN MACKAY EQUIPMENT AREA ZONING 335 MADISON AVE. NEW YORK, NY. 10017 BY UTILITY CHANGES TO THE DESIGN AND DRAWING MUST BE REVIEWED AND 3-PHASE LINE MV O APPROVED IN WRITING BY OYA SOLAR INC. AND STAMPING ENGINEER. H 5 5 #36_11_26951 FEB - OCT. SHADING 13.20KV EQUIPMENT PADS 10am - 2pm 50' CONNECTING TO OYA PROJECT MANAGER: SORRELL HILL MV O SUBSTATION. CONTOUR LINES H GLENN MACKAY EQUIPMENT AREA ZONING 335 MADISON AVE. NEW YORK, NY. 10017 MV OH 6 6 EXISTING UTILITY 3-PHASE LINE ZONE PROVISION AGRICULTURAL (A) (SOLAR LAW) +1 416 840 3358 EXT.139 PROPOSED O/H LINE #36_11_26951 13.20KV ROUTE TO POI SETBACK REQUIREMENTS: CITY OF LYSANDER CONNECTING TO PROPERTY OWNER: SORRELL HILL SUBSTATION. MAX. LOT COVERAGE 50% (SOLAR LAW) 7 WENDY HAFNER 7 MV OH 6 6 EXISTING UTILITY 3-PHASE LINE ZONE PROVISION AGRICULTURAL (A) (SOLAR LAW) +1 416 840 3358 EXT.139 PROPOSED O/H LINE #36_11_26951 13.20KV ROUTE TO POI SETBACK REQUIREMENTS: CITY OF LYSANDER CONNECTING TO PROPERTY OWNER: SORRELL HILL SUBSTATION. MAX. LOT COVERAGE 50% (SOLAR LAW) 7 WENDY HAFNER 7 PROPOSED U/G 100.00 FT FRONT YARD (WITH VISUAL SCREENING) LINE ROUTE TO PROPOSED U/G 100.00 FT FRONT YARD (WITH VISUAL SCREENING) LINE ROUTE TO MV UG POI INTERIOR SIDE YARD 25.00 FT MV UG POI INTERIOR SIDE YARD 25.00 FT 8 KEY PLAN EXTERIOR SIDE YARD 25.00 FT PARCEL ID: 8 8 KEY PLAN EXTERIOR SIDE YARD 25.00 FT PARCEL ID: 8 EMERGENCY SCALE: 1"=700' PEDESTRIAN REAR YARD 50.00 FT 030.-01-09.0 PROPOSED ACCESS GATE WETLAND BUFFER 0 FT 20' WIDE ACCESS ROAD ENGINEERING PERMIT-SEAL: BUILDING HEIGHT (MAXIMUM) 20.00 FT (SOLAR LAW) SITE FENCE EMERGENCY SCALE: 1"=700' PEDESTRIAN REAR YARD 50.00 FT 030.-01-09.0 PROPOSED ACCESS GATE WETLAND BUFFER 0 FT 20' WIDE ACCESS ROAD ENGINEERING PERMIT-SEAL: BUILDING HEIGHT (MAXIMUM) 20.00 FT (SOLAR LAW) SITE FENCE MV UG 9 9 MV UG 9 9 SYSTEM SUMMARY PARCEL SYSTEM SIZE (DC) 7498.400 KW DC BOUNDARIES MV U SYSTEM SIZE (AC) 5000 KW AC G 10 MV U EQUIPMENT PAD MODULE 10 SYSTEM SUMMARY PARCEL SYSTEM SIZE (DC) 7498.400 KW DC BOUNDARIES MV U SYSTEM SIZE (AC) 5000 KW AC G 10 MV U EQUIPMENT PAD MODULE 10 G (TRANSFORMER AND INVERTER) EQUIPMENT PAD MV U (29'x49') MANUFACTURER/ MODEL TALESUN (TRANSFORMER AND INVERTER) G (29'x49') MODULE OUTPUT BIPRO (TP6G72M-9BB 400W) BESS AREA 11 MODULE COUNT 18746 11 G (TRANSFORMER AND INVERTER) EQUIPMENT PAD MV U (29'x49') MANUFACTURER/ MODEL TALESUN (TRANSFORMER AND INVERTER) G (29'x49') MODULE OUTPUT BIPRO (TP6G72M-9BB 400W) BESS AREA 11 MODULE COUNT 18746 11 (BATTERY CONTAINERS AND DC-DC CONVERTER) BESS AREA STRING SIZE 26 PRELIMINARY DESIGN (BATTERY CONTAINERS (64'x88') AND DC-DC CONVERTER) NOT FOR CONSTRUCTION (64'x88') RACKING MAGNA AXSUS SINGLE AXIS REV DATE DESCRIPTION BY MANUFACTURER/MODEL 12 TRACKER 12 (BATTERY CONTAINERS AND DC-DC CONVERTER) BESS AREA STRING SIZE 26 PRELIMINARY DESIGN (BATTERY CONTAINERS (64'x88') AND DC-DC CONVERTER) NOT FOR CONSTRUCTION (64'x88') RACKING MAGNA AXSUS SINGLE AXIS REV DATE DESCRIPTION BY MANUFACTURER/MODEL 12 TRACKER 12 01 2019-10-23 WETLAND DELINEATION KA TILT -60° TO +60° 02 2019-11-05 POI RE-LOCATE/SUBDIVISION UPDATE KA AZIMUTH 0° 2019-12-20 SUBDIVISION AND LAYOUT UPDATE KA 03 21' MODULE CONFIGURATION PORTRAIT 04 2020-01-31 INV. AND TX. LOCATION UPDATE KA 13 6' 13 01 2019-10-23 WETLAND DELINEATION KA TILT -60° TO +60° 02 2019-11-05 POI RE-LOCATE/SUBDIVISION UPDATE KA AZIMUTH 0° 2019-12-20 SUBDIVISION AND LAYOUT UPDATE KA 03 21' MODULE CONFIGURATION PORTRAIT 04 2020-01-31 INV. AND TX. LOCATION UPDATE KA 13 6' 13 SITE FENCE 05 2020-02-03 PITCH INCREASED TO 21' KA PITCH 21 FT PARCEL BOUNDARIES NO. OF PILES 3202 SITE FENCE 05 2020-02-03 PITCH INCREASED TO 21' KA PITCH 21 FT PARCEL BOUNDARIES NO. OF PILES 3202 SITE USAGE 14 14 SITE FENCE TOTAL PARCEL AREA 55.27 ACRES SITE USAGE 14 14 SITE FENCE TOTAL PARCEL AREA 55.27 ACRES FENCED IN AREA 38.85 ACRES PROJECT NAME AND ADDRESS: FENCE PERIMETER 6963 FT. 15 15 FENCED IN AREA 38.85 ACRES PROJECT NAME AND ADDRESS: FENCE PERIMETER 6963 FT. 15 15 MODULE COVERAGE PERCENTAGE (FOOT PRINT) 17.18% MODULE COVERAGE PERCENTAGE (FOOT PRINT) 17.18% MODULE COVERAGE AREA (FOOT PRINT) 9.50 ACRES OYA CHURCH RD - A VISUAL SCREENING 4072 FT 1671 CHURCH ROAD, LYSANDER, 16 TRANSFORMER TO PCC DISTANCE 1907 FT NY 13027 16 MODULE COVERAGE AREA (FOOT PRINT) 9.50 ACRES OYA CHURCH RD - A VISUAL SCREENING 4072 FT 1671 CHURCH ROAD, LYSANDER, 16 TRANSFORMER TO PCC DISTANCE 1907 FT NY 13027 16 MINOR WETLAND DISTURBANCE PCC TO POI DISTANCE 102 FT GPS: 43.191329, -76.389541 ACCESS ROAD WIDTH 20 FT MINOR WETLAND DISTURBANCE PCC TO POI DISTANCE 102 FT GPS: 43.191329, -76.389541 ACCESS ROAD WIDTH 20 FT 17 SIDE SETBACK ACCESS ROAD LENGTH 1745 FT DRAWING TITLE: 17 17 SIDE SETBACK ACCESS ROAD LENGTH 1745 FT DRAWING TITLE: 17 (25'-00") PARCEL FORESTED AREA 5.53 ACRES PERMITTING 21' 25' TREE CLEARING AREA 0 ACRES SITE PLAN FARMLAND AREA 45.91 ACRES 2017-004-56A OYA Church Rd-A_S-200 R05.dwg (25'-00") PARCEL FORESTED AREA 5.53 ACRES PERMITTING 21' 25' TREE CLEARING AREA 0 ACRES SITE PLAN FARMLAND AREA 45.91 ACRES 2017-004-56A OYA Church Rd-A_S-200 R05.dwg 18 18 18 18 CHECKED BY: DRAWN BY: WETLAND AREA 7.50 ACRES MM KA D BABCOCK ROA 50' DISTURBED WETLAND AREA 0.00082 ACRES (35.76 SQ.FT.) PROPOSED VISUAL SCREENING NOTES: PROJECT NUMBER: FEB - OCT. SHADING 19 10am - 2pm 1. THE DRAWING IS FOR ILLUSTRATIVE PURPOSES ONLY. 2. THE LAYOUT IS DEVELOPED USING IANUZI AND ROMANS ALTA SURVEY DATED NOV 19, 2019. 2017-004-56A 19 CHECKED BY: DRAWN BY: WETLAND AREA 7.50 ACRES MM KA D BABCOCK ROA 50' DISTURBED WETLAND AREA 0.00082 ACRES (35.76 SQ.FT.) PROPOSED VISUAL SCREENING NOTES: PROJECT NUMBER: FEB - OCT. SHADING 19 10am - 2pm 1. THE DRAWING IS FOR ILLUSTRATIVE PURPOSES ONLY. 2. THE LAYOUT IS DEVELOPED USING IANUZI AND ROMANS ALTA SURVEY DATED NOV 19, 2019. 2017-004-56A 19 PARCEL ALL YEAR SHADING 3. RESULTS OF EASEMENT REPORTS, UNDERGROUND UTILITIES, HYDROLOGY AND GEOTECH REAR SETBACK BOUNDARIES 10am - 2pm REPORTS MIGHT AFFECT THE FINAL PV-ARRAY LAYOUT. (50'-00") 4. ACCESS ROADS AND DRIVEWAYS (TBD) WILL BE PROVIDED FOR UTILITY EQUIPMENT ACCESS. 5. EASEMENT WILL BE PROVIDED FOR UTILITY ENERGY POLES AND EQUIPMENT. UNITS: DRAWING NUMBER: 6. CONTRACTOR TO PROVIDE ROUTE, ACCESS AND EASEMENT FROM PCC TO TRANSFORMER IMPERIAL PROPOSED SITE PLAN PROPOSED DISTURBANCE LOCATION. PARCEL ALL YEAR SHADING 3. RESULTS OF EASEMENT REPORTS, UNDERGROUND UTILITIES, HYDROLOGY AND GEOTECH REAR SETBACK BOUNDARIES 10am - 2pm REPORTS MIGHT AFFECT THE FINAL PV-ARRAY LAYOUT. (50'-00") 4. ACCESS ROADS AND DRIVEWAYS (TBD) WILL BE PROVIDED FOR UTILITY EQUIPMENT ACCESS. 5. EASEMENT WILL BE PROVIDED FOR UTILITY ENERGY POLES AND EQUIPMENT. UNITS: DRAWING NUMBER: 6. CONTRACTOR TO PROVIDE ROUTE, ACCESS AND EASEMENT FROM PCC TO TRANSFORMER IMPERIAL PROPOSED SITE PLAN PROPOSED DISTURBANCE LOCATION. S-200 7. LOCATIONS AND QUANTITY OF POLES SHOWN IS DIAGRAMMATIC AND MAY CHANGE BASED ON SITE PROPOSED VISUAL 01 02 2020-02-03 S-200 7. LOCATIONS AND QUANTITY OF POLES SHOWN IS DIAGRAMMATIC AND MAY CHANGE BASED ON SITE PROPOSED VISUAL 01 02 2020-02-03 CONDITIONS AND UTILITY REQUIREMENTS. 20 125 100 75 50 25 00 125 250 375 SCREENING 8. POI (POINT OF INTERCONNECTION). / PCC (POINT OF COMMON COUPLING). SCALE: 20 CONDITIONS AND UTILITY REQUIREMENTS. 20 125 100 75 50 25 00 125 250 375 SCREENING 8. POI (POINT OF INTERCONNECTION). / PCC (POINT OF COMMON COUPLING). SCALE: 20 S-200 S-200 9. TREE CLEARING ZONE TO KEEP ARRAY SHADE FREE. PROJECT OWNER RESPONSIBLE CLEAR AREA SCALE: 1"=125' SCALE: 1"=500' AND KEEP CLEAR DURING REMAINDER OF PROJECT LIFE. LANDLORD CAN USE THE SPACE PROVIDED GROWTH DOES NOT EXCEED 2438 (8'). 1"=125' 1" = 125' A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA AB AC AD AE AF S-200 S-200 9. TREE CLEARING ZONE TO KEEP ARRAY SHADE FREE. PROJECT OWNER RESPONSIBLE CLEAR AREA SCALE: 1"=125' SCALE: 1"=500' AND KEEP CLEAR DURING REMAINDER OF PROJECT LIFE. LANDLORD CAN USE THE SPACE PROVIDED GROWTH DOES NOT EXCEED 2438 (8'). 1"=125' 1" = 125' A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA AB AC AD AE AF Page 51 A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA AB AC AD AE AF Page 51 A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA AB AC AD AE AF STICKUP HEIGHT AND TOLERANCES SUBJECT TO FINAL DESIGN AND ENGINEERING REVIEW 1 DEVELOPER: 1 STICKUP HEIGHT AND TOLERANCES SUBJECT TO FINAL DESIGN AND ENGINEERING REVIEW 1 DEVELOPER: 1 14mmØ TYP 6 HOLES MODULE CLAMPS 10mmØ TYP 3 HOLES 14mmØ TYP 6 HOLES MODULE CLAMPS 10mmØ TYP 3 HOLES 2 60.0° 2 2 60.0° 2 OYA SOLAR NY L.P. 335 MADISON AVE. 4TH FLOOR PV MODULE NEW YORK, NY 10017 SHAFT T: +1 866 284 7980 3 3 OYA SOLAR NY L.P. 335 MADISON AVE. 4TH FLOOR PV MODULE NEW YORK, NY 10017 SHAFT T: +1 866 284 7980 3 3 HOT-DIP GALVANIZED HOT-DIP GALVANIZED WWW.OYASOLAR.COM 9' THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS THE SOLE ROLL FORMED DRIVE UNIT PROPERTY OF OYA SOLAR INC AND ITS SUBSIDIARIES. NO 4 TABLE SECTIONS REPRODUCTION OF THIS DRAWING IS PERMITTED WITHOUT THE 4 EXPRESSED CONSENT OF OYA SOLAR INC. THE CONTRACTOR/INSTALLER SHALL BE RESPONSIBLE FOR CHECKING AND WWW.OYASOLAR.COM 9' THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS THE SOLE ROLL FORMED DRIVE UNIT PROPERTY OF OYA SOLAR INC AND ITS SUBSIDIARIES. NO 4 TABLE SECTIONS REPRODUCTION OF THIS DRAWING IS PERMITTED WITHOUT THE 4 EXPRESSED CONSENT OF OYA SOLAR INC. THE CONTRACTOR/INSTALLER SHALL BE RESPONSIBLE FOR CHECKING AND TYPICAL EMBEDMENT 78"(6'-6") (NOTE 2) VERIFYING ALL LEVELS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO OYA SOLAR INC, AND OBTAIN CLARIFICATION PRIOR TYPICAL EMBEDMENT 78"(6'-6") (NOTE 2) VERIFYING ALL LEVELS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO OYA SOLAR INC, AND OBTAIN CLARIFICATION PRIOR DESIGN FROST=1800mm TO COMMENCING WORK. OYA SOLAR INC WILL NOT BE HELD RESPONSIBLE FOR ANY MODIFICATIONS OR ALTERATIONS MADE TO THE UNDISTURBED UNDISTURBED APPROVED DESIGN AND/OR SPECIFICATIONS. ANY AND ALL PROPOSED CHANGES TO THE DESIGN AND DRAWING MUST BE REVIEWED AND 5 NATIVE SOIL NATIVE SOIL APPROVED IN WRITING BY OYA SOLAR INC. AND STAMPING ENGINEER. 5 OR OR DRIVE SHAFT NATIVE NATIVE FILL MATERIAL FILL MATERIAL OYA PROJECT MANAGER: GROUND LEVEL GLENN MACKAY 6 335 MADISON AVE. NEW YORK, NY. 10017 6 DESIGN FROST=1800mm TO COMMENCING WORK. OYA SOLAR INC WILL NOT BE HELD RESPONSIBLE FOR ANY MODIFICATIONS OR ALTERATIONS MADE TO THE UNDISTURBED UNDISTURBED APPROVED DESIGN AND/OR SPECIFICATIONS. ANY AND ALL PROPOSED CHANGES TO THE DESIGN AND DRAWING MUST BE REVIEWED AND 5 NATIVE SOIL NATIVE SOIL APPROVED IN WRITING BY OYA SOLAR INC. AND STAMPING ENGINEER. 5 OR OR DRIVE SHAFT NATIVE NATIVE FILL MATERIAL FILL MATERIAL OYA PROJECT MANAGER: GROUND LEVEL GLENN MACKAY 6 335 MADISON AVE. NEW YORK, NY. 10017 6 +1 416 840 3358 EXT.139 PROPERTY OWNER: +1 416 840 3358 EXT.139 PROPERTY OWNER: 7 WENDY HAFNER 7 7 WENDY HAFNER 7 UNDISTURBED UNDISTURBED NATIVE SOIL NATIVE SOIL UNDISTURBED UNDISTURBED NATIVE SOIL NATIVE SOIL PARCEL ID: 8 GROUND SCREW 8 PARCEL ID: 8 GROUND SCREW 8 TYPICAL 36" FOUNDATION 10mm FLANGE 030.-01-09.0 NOTES: THICKNESS 1. DETAIL IS SHOWN AS CONCEPTUAL AND FOR TYPICAL 36" FOUNDATION 10mm FLANGE 030.-01-09.0 NOTES: THICKNESS 1. DETAIL IS SHOWN AS CONCEPTUAL AND FOR PITCH 2.5" TYPICAL DIAGRAMMATIC PURPOSES ONLY. FINAL ENGINEERING PERMIT-SEAL: DESIGN IS SUBJECT TO ENGINEERNG REVIEW 9 AND APPROVAL. 9 PITCH 2.5" TYPICAL DIAGRAMMATIC PURPOSES ONLY. FINAL ENGINEERING PERMIT-SEAL: DESIGN IS SUBJECT TO ENGINEERNG REVIEW 9 AND APPROVAL. 9 2. FINAL EMBEDMENT DEPTH AND FOUNDATION DESIGN IS SUBJECT TO FULL ENGINEERING DESIGN, FINAL RACKING LAYOUT AND SITE SPECIFIC FROST HEAVE LEVELS 10 2. FINAL EMBEDMENT DEPTH AND FOUNDATION DESIGN IS SUBJECT TO FULL ENGINEERING DESIGN, FINAL RACKING LAYOUT AND SITE SPECIFIC FROST HEAVE LEVELS 10 01 TYPICAL MAGNA ISOMETRIC VIEW 02 TYPICAL MAGNA CROSS SECTION 03 TYPICAL GROUND SCREW FOUNDATION 10 S-210 SCALE: N.T.S S-210 SCALE: N.T.S S-210 SCALE: N.T.S 01 TYPICAL MAGNA ISOMETRIC VIEW 02 TYPICAL MAGNA CROSS SECTION 03 TYPICAL GROUND SCREW FOUNDATION 10 S-210 SCALE: N.T.S S-210 SCALE: N.T.S S-210 SCALE: N.T.S 11 11 11 11 PILE CANTILEVER SPAN SPACING CANTILEVER SPAN PRELIMINARY DESIGN NOT FOR CONSTRUCTION PILE CANTILEVER SPAN SPACING CANTILEVER SPAN PRELIMINARY DESIGN NOT FOR CONSTRUCTION 12 REV DATE DESCRIPTION BY 12 01 2020-01-24 MAGNA TRACKER RACKING DETAILS KA MODULE CLAMPS 12 REV DATE DESCRIPTION BY 12 01 2020-01-24 MAGNA TRACKER RACKING DETAILS KA MODULE CLAMPS 13 13 13 13 PV MODULE 3'-11.9" MODULE LENGTH 14 NOTES: 14 PV MODULE 3'-11.9" MODULE LENGTH 14 NOTES: 14 1. FINAL PILE SPACING AND CANTILEVER DIMENSIONS ARE SUBJECT TO DETAILED RACKING DESIGN. DRAWING IS FOR ILLUSTRATIVE PURPOSES ONLY. PROJECT NAME AND ADDRESS: 15 04 TYPICAL MAGNA RACKING PLAN VIEW ROLL FORMED 15 1. FINAL PILE SPACING AND CANTILEVER DIMENSIONS ARE SUBJECT TO DETAILED RACKING DESIGN. DRAWING IS FOR ILLUSTRATIVE PURPOSES ONLY. PROJECT NAME AND ADDRESS: 15 04 TYPICAL MAGNA RACKING PLAN VIEW ROLL FORMED 15 S-210 SCALE: N.T.S TABLE SECTIONS OYA CHURCH RD - A PV MODULE COMBINER MIN. 4FT PV MODULE 1671 CHURCH ROAD, LYSANDER, 16 BOX (NOTE 1) NY 13027 16 S-210 SCALE: N.T.S TABLE SECTIONS OYA CHURCH RD - A PV MODULE COMBINER MIN. 4FT PV MODULE 1671 CHURCH ROAD, LYSANDER, 16 BOX (NOTE 1) NY 13027 16 GPS: 43.191329, -76.389541 ROW TO ROW PV MODULE SOURCE CIRCUIT CLAMPS WIRING DRAWING TITLE: 17 4' 17 GPS: 43.191329, -76.389541 ROW TO ROW PV MODULE SOURCE CIRCUIT CLAMPS WIRING DRAWING TITLE: 17 4' 17 EQUIPMENT MOUNTED ON TYPICAL MAGNA FENCE POSTS (NOTE 1) GROUND LEVEL DETAILS 2017-004-56A OYA Church Rd-A_S-210 R01.dwg EQUIPMENT MOUNTED ON TYPICAL MAGNA FENCE POSTS (NOTE 1) GROUND LEVEL DETAILS 2017-004-56A OYA Church Rd-A_S-210 R01.dwg 18 18 18 18 CHECKED BY: DRAWN BY: ROLL FORMED MM KA TABLE SECTIONS DRIVE SHAFT DRIVE UNIT CHECKED BY: DRAWN BY: ROLL FORMED MM KA TABLE SECTIONS DRIVE SHAFT DRIVE UNIT PROJECT NUMBER: 19 NOTES: GROUND SCREW 2017-004-56A 19 PROJECT NUMBER: 19 NOTES: GROUND SCREW 2017-004-56A 19 1. FINAL EQUIPMENT CLEARANCES AND FOUNDATION MOUNTING ARE SUBJECT TO AHJ APPROVAL AND NEC CODE COMPLIANCE. DRAWING IS (TYP.) UNITS: DRAWING NUMBER: TYPICAL TYPICAL FOR ILLUSTRATIVE PURPOSES ONLY. UNDERGROUND UNDERGROUND IMPERIAL CONNECTION CONNECTION TYPICAL MAGNA SIDE ELEVATION S-210 2020-02-03 1. FINAL EQUIPMENT CLEARANCES AND FOUNDATION MOUNTING ARE SUBJECT TO AHJ APPROVAL AND NEC CODE COMPLIANCE. DRAWING IS (TYP.) UNITS: DRAWING NUMBER: TYPICAL TYPICAL FOR ILLUSTRATIVE PURPOSES ONLY. UNDERGROUND UNDERGROUND IMPERIAL CONNECTION CONNECTION TYPICAL MAGNA SIDE ELEVATION S-210 2020-02-03 GROUND SCREW GROUND SCREW GROUND SCREW 20 05 FOUNDATION FOUNDATION FOUNDATION SCALE: 20 GROUND SCREW GROUND SCREW GROUND SCREW 20 05 FOUNDATION FOUNDATION FOUNDATION SCALE: 20 S-210 SCALE: N.T.S (TYP.) (TYP.) (TYP.) N.T.S A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA AB AC AD AE AF Page 52 S-210 SCALE: N.T.S (TYP.) (TYP.) (TYP.) N.T.S A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA AB AC AD AE AF Page 52 A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA AB AC AD AE AF 1 1 1/2" CRUSHED DEVELOPER: 1 A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA AB AC AD AE AF 1 1 1/2" CRUSHED DEVELOPER: 1 ROCK OR GRAVEL 88' FOR SECURE FOOTING POWER ELECTRONICS - HEMK 600V (FS2125K OR FS3190K) 03 INVERTER" PROPANE TANK 2 S-211 2 ROCK OR GRAVEL 88' FOR SECURE FOOTING POWER ELECTRONICS - HEMK 600V (FS2125K OR FS3190K) 03 INVERTER" PROPANE TANK 2 S-211 2 (NOTE 2) (NOTE 2) OYA SOLAR NY L.P. CONCRETE 3' CONCRETE 3' 335 MADISON AVE. 4TH FLOOR 10' EQUIPMENT EQUIPMENT NEW YORK, NY 10017 PAD 3 PAD T: +1 866 284 7980 3 OYA SOLAR NY L.P. CONCRETE 3' CONCRETE 3' 335 MADISON AVE. 4TH FLOOR 10' EQUIPMENT EQUIPMENT NEW YORK, NY 10017 PAD 3 PAD T: +1 866 284 7980 3 3' 5' 25' WWW.OYASOLAR.COM MIN. 25' (NOTE 1) 2' THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS THE SOLE 5' 3' 3' TRACKER POWER STANDBY PROPERTY OF OYA SOLAR INC AND ITS SUBSIDIARIES. NO REPRODUCTION OF THIS DRAWING IS PERMITTED WITHOUT THE 3' 4 4 EXPRESSED CONSENT OF OYA SOLAR INC. THE 1 1/2" CRUSHED AND MONITORING GENERATOR CONTRACTOR/INSTALLER SHALL BE RESPONSIBLE FOR CHECKING AND ROCK OR GRAVEL EQUIPMENT PAD (NOTE 2) VERIFYING ALL LEVELS AND DIMENSIONS AND SHALL REPORT ALL FOR SECURE 59' TYP. 47ft BESS 4' 3' 3' (NOTE 2) DISCREPANCIES TO OYA SOLAR INC, AND OBTAIN CLARIFICATION PRIOR TO COMMENCING WORK. OYA SOLAR INC WILL NOT BE HELD CONTAINER FOOTING RESPONSIBLE FOR ANY MODIFICATIONS OR ALTERATIONS MADE TO THE 9' 47' 2' (NOTE 2) APPROVED DESIGN AND/OR SPECIFICATIONS. ANY AND ALL PROPOSED CHANGES TO THE DESIGN AND DRAWING MUST BE REVIEWED AND 5 APPROVED IN WRITING BY OYA SOLAR INC. AND STAMPING ENGINEER. 5 3' 5' 25' WWW.OYASOLAR.COM MIN. 25' (NOTE 1) 2' THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS THE SOLE 5' 3' 3' TRACKER POWER STANDBY PROPERTY OF OYA SOLAR INC AND ITS SUBSIDIARIES. NO REPRODUCTION OF THIS DRAWING IS PERMITTED WITHOUT THE 3' 4 4 EXPRESSED CONSENT OF OYA SOLAR INC. THE 1 1/2" CRUSHED AND MONITORING GENERATOR CONTRACTOR/INSTALLER SHALL BE RESPONSIBLE FOR CHECKING AND ROCK OR GRAVEL EQUIPMENT PAD (NOTE 2) VERIFYING ALL LEVELS AND DIMENSIONS AND SHALL REPORT ALL FOR SECURE 59' TYP. 47ft BESS 4' 3' 3' (NOTE 2) DISCREPANCIES TO OYA SOLAR INC, AND OBTAIN CLARIFICATION PRIOR TO COMMENCING WORK. OYA SOLAR INC WILL NOT BE HELD CONTAINER FOOTING RESPONSIBLE FOR ANY MODIFICATIONS OR ALTERATIONS MADE TO THE 9' 47' 2' (NOTE 2) APPROVED DESIGN AND/OR SPECIFICATIONS. ANY AND ALL PROPOSED CHANGES TO THE DESIGN AND DRAWING MUST BE REVIEWED AND 5 APPROVED IN WRITING BY OYA SOLAR INC. AND STAMPING ENGINEER. 5 04 29' 2' S-211 OYA PROJECT MANAGER: 8' 9' 64' EQUIPMENT 5' 3' 3' SERVICE GLENN MACKAY CLEARANCE 6 (NOTE 1) 335 MADISON AVE. NEW YORK, NY. 10017 6 04 29' 2' S-211 OYA PROJECT MANAGER: 8' 9' 64' EQUIPMENT 5' 3' 3' SERVICE GLENN MACKAY CLEARANCE 6 (NOTE 1) 335 MADISON AVE. NEW YORK, NY. 10017 6 5T HVAC +1 416 840 3358 EXT.139 (QTY.4 PER CONTAINER) 10' 8' PROPERTY OWNER: 5T HVAC +1 416 840 3358 EXT.139 (QTY.4 PER CONTAINER) 10' 8' PROPERTY OWNER: 7 WENDY HAFNER 7 7 WENDY HAFNER 7 2' EQUIPMENT SERVICE 3' 5' 3' 3' CLEARANCE CONCRETE (NOTE 1) EQUIPMENT 3' PAD PARCEL ID: 8 8 2' EQUIPMENT SERVICE 3' 5' 3' 3' CLEARANCE CONCRETE (NOTE 1) EQUIPMENT 3' PAD PARCEL ID: 8 8 TYPICAL POWER ELECTRONICS 10' 030.-01-09.0 DC-DC CONVERTER 05 S-211 (TYP. OF 8) 49' ENGINEERING PERMIT-SEAL: MEDIUM VOLTAGE NOTES 9 TRANSFORMER 1. FINAL EQUIPMENT CLEARANCES ARE SUBJECT TO AHJ APPROVAL 9 NOTES AND NEC CODE COMPLIANCE. 1. FINAL EQUIPMENT CLEARANCES ARE SUBJECT TO 2. TRACKER POWER, STAND-BY GENERATOR AND MONITORING AHJ APPROVAL AND NEC CODE COMPLIANCE. EQUIPMENT IS EQUIPMENT NEEDED TO SUPPLY SINGLE-AXIS 2. PROPOSED BESS CONTAINER DESIGN IS ZERO TRACKERS WITH POWER, EMERGENCY BACK-UP POWER AND TO OCCUPANCY WITH SIDE ACCESS THROUGH MONITOR THE PERFORMANCE AND OPERATION OF THE PROPOSED DOUBLE-DOORS PV SYSTEM. EQUIPMENT LAYOUT IS CONCEPTUAL AND SUBJECT TO 10 TYPICAL POWER ELECTRONICS 10' 030.-01-09.0 DC-DC CONVERTER 05 S-211 (TYP. OF 8) 49' ENGINEERING PERMIT-SEAL: MEDIUM VOLTAGE NOTES 9 TRANSFORMER 1. FINAL EQUIPMENT CLEARANCES ARE SUBJECT TO AHJ APPROVAL 9 NOTES AND NEC CODE COMPLIANCE. 1. FINAL EQUIPMENT CLEARANCES ARE SUBJECT TO 2. TRACKER POWER, STAND-BY GENERATOR AND MONITORING AHJ APPROVAL AND NEC CODE COMPLIANCE. EQUIPMENT IS EQUIPMENT NEEDED TO SUPPLY SINGLE-AXIS 2. PROPOSED BESS CONTAINER DESIGN IS ZERO TRACKERS WITH POWER, EMERGENCY BACK-UP POWER AND TO OCCUPANCY WITH SIDE ACCESS THROUGH MONITOR THE PERFORMANCE AND OPERATION OF THE PROPOSED DOUBLE-DOORS PV SYSTEM. EQUIPMENT LAYOUT IS CONCEPTUAL AND SUBJECT TO 10 01 TYPICAL BESS AREA (PLAN VIEW) 3. DRAWING IS FOR ILLUSTRATIVE PURPOSES ONLY. FINAL LAYOUT IS SUBJECT TO DETAILED 02 TYPICAL EQUIPMENT PAD (PLAN VIEW) DETAILED DESIGN. 10 01 TYPICAL BESS AREA (PLAN VIEW) 3. DRAWING IS FOR ILLUSTRATIVE PURPOSES ONLY. FINAL LAYOUT IS SUBJECT TO DETAILED 02 TYPICAL EQUIPMENT PAD (PLAN VIEW) DETAILED DESIGN. 10 3. DRAWING IS FOR ILLUSTRATIVE PURPOSES ONLY. FINAL LAYOUT IS S-212 SCALE: 1"-10' ENGINEERING DESIGN AND AHJ APPROVAL S-212 SCALE: 1"=5' SUBJECT TO DETAILED ENGINEERING DESIGN AND AHJ APPROVAL 3. DRAWING IS FOR ILLUSTRATIVE PURPOSES ONLY. FINAL LAYOUT IS S-212 SCALE: 1"-10' ENGINEERING DESIGN AND AHJ APPROVAL S-212 SCALE: 1"=5' SUBJECT TO DETAILED ENGINEERING DESIGN AND AHJ APPROVAL TYP. 47ft BESS 11 CONTAINER 11 TYP. 47ft BESS 11 CONTAINER 11 5T HVAC (QTY.4 PER CONTAINER) (NOTE 2) TYPICAL DC-DC PRELIMINARY DESIGN CONVERTER NOT FOR CONSTRUCTION 5T HVAC (QTY.4 PER CONTAINER) (NOTE 2) TYPICAL DC-DC PRELIMINARY DESIGN CONVERTER NOT FOR CONSTRUCTION 12 REV DATE DESCRIPTION BY 12 01 2020-01-24 EQUIPMENT PLANS AND ELEVATIONS KA 12 REV DATE DESCRIPTION BY 12 01 2020-01-24 EQUIPMENT PLANS AND ELEVATIONS KA 9' 5' 13 13 9' 5' 13 13 (NOTE 1) 7' 14 14 (NOTE 1) 7' 14 14 PROJECT NAME AND ADDRESS: DOUBLE DOORS CONCRETE 15 03 TYPICAL BESS ELEVATION FOR SIDE EQUIPMENT PAD 15 PROJECT NAME AND ADDRESS: DOUBLE DOORS CONCRETE 15 03 TYPICAL BESS ELEVATION FOR SIDE EQUIPMENT PAD 15 OYA CHURCH RD - A ACCESS (TYP.) S-212 SCALE: 1"=3' OYA CHURCH RD - A ACCESS (TYP.) S-212 SCALE: 1"=3' 1671 CHURCH ROAD, LYSANDER, 16 TYP. MV POWER ELECTRONICS - NY 13027 16 1671 CHURCH ROAD, LYSANDER, 16 TYP. MV POWER ELECTRONICS - NY 13027 16 TRANSFORMER HEMK 600V (FS2125K OR FS3190K) POWER ELECTRONICS - INVERTER HEMK 600V (FS2125K OR FS3190K) GPS: 43.191329, -76.389541 INVERTER TRANSFORMER HEMK 600V (FS2125K OR FS3190K) POWER ELECTRONICS - INVERTER HEMK 600V (FS2125K OR FS3190K) GPS: 43.191329, -76.389541 INVERTER TYP. MV 17 TRANSFORMER DRAWING TITLE: 17 TYP. MV 17 TRANSFORMER DRAWING TITLE: 17 2' TYPICAL EQUIPMENT PLANS AND ELEVATIONS 2017-004-56A OYA Church Rd-A_S-212 R01.dwg 2' TYPICAL EQUIPMENT PLANS AND ELEVATIONS 2017-004-56A OYA Church Rd-A_S-212 R01.dwg 18 18 18 18 CHECKED BY: DRAWN BY: 8' 8' 7' MM KA CHECKED BY: DRAWN BY: 8' 8' 7' MM KA PROJECT NUMBER: 19 CONCRETE 2017-004-56A 19 PROJECT NUMBER: 19 CONCRETE 2017-004-56A 19 EQUIPMENT PAD UNITS: DRAWING NUMBER: IMPERIAL EQUIPMENT PAD UNITS: DRAWING NUMBER: IMPERIAL 04 TYPICAL INVERTER AND MV XFMR FRONT ELEVATION TYPICAL INVERTER AND MV XFMR SIDE ELEVATION S-212 2020-02-03 20 CONCRETE 05 SCALE: 20 04 TYPICAL INVERTER AND MV XFMR FRONT ELEVATION TYPICAL INVERTER AND MV XFMR SIDE ELEVATION S-212 2020-02-03 20 CONCRETE 05 SCALE: 20 S-212 SCALE: 1"=3' EQUIPMENT PAD S-212 SCALE: 1"=3' N.T.S A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA AB AC AD AE AF Page 53 A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA AB AC AD AE AF S-212 SCALE: 1"=3' EQUIPMENT PAD S-212 SCALE: 1"=3' N.T.S A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA AB AC AD AE AF Page 53 A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA AB AC AD AE AF GENERAL NOTES: 1 1. NOT ALL COMPONENTS NEEDED FOR COMPLETE AND OPERABLE INSTALLATION DEVELOPER: 1 GENERAL NOTES: 1 1. NOT ALL COMPONENTS NEEDED FOR COMPLETE AND OPERABLE INSTALLATION DEVELOPER: 1 ARE IDENTIFIED IN THIS DRAWING. ALL OTHER MATERIALS THAT MAY BE NEEDED SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR THE DRAWING IS FOR ILLUSTRATIVE PURPOSES ONLY. 2. DRAWING IS CONCEPTUAL AND FOR ILLUSTRATIVE PURPOSES ONLY. FINAL POLE LAYOUT AND CONFIGURATION IS SUBJECT TO DETAILED ENGINEERING DESIGN 2 OVERHEAD PHASE AND FINAL AHJ APPROVAL. 2 ARE IDENTIFIED IN THIS DRAWING. ALL OTHER MATERIALS THAT MAY BE NEEDED SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR THE DRAWING IS FOR ILLUSTRATIVE PURPOSES ONLY. 2. DRAWING IS CONCEPTUAL AND FOR ILLUSTRATIVE PURPOSES ONLY. FINAL POLE LAYOUT AND CONFIGURATION IS SUBJECT TO DETAILED ENGINEERING DESIGN 2 OVERHEAD PHASE AND FINAL AHJ APPROVAL. 2 VERTICAL CONDUCTORS 3. POLE DETAILS ARE DIAGRAMMATIC AND MAY CHANGED BASED ON SITE INSULATORS CONDITIONS AND UTILITY REQUIREMENTS. (TYP. OF 3) OYA SOLAR NY L.P. VERTICAL 335 MADISON AVE. 4TH FLOOR 8' INSULATORS (TYP. OF 3) NEW YORK, NY 10017 T: +1 866 284 7980 3 3 VERTICAL CONDUCTORS 3. POLE DETAILS ARE DIAGRAMMATIC AND MAY CHANGED BASED ON SITE INSULATORS CONDITIONS AND UTILITY REQUIREMENTS. (TYP. OF 3) OYA SOLAR NY L.P. VERTICAL 335 MADISON AVE. 4TH FLOOR 8' INSULATORS (TYP. OF 3) NEW YORK, NY 10017 T: +1 866 284 7980 3 3 WWW.OYASOLAR.COM WWW.OYASOLAR.COM THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS THE SOLE PROPERTY OF OYA SOLAR INC AND ITS SUBSIDIARIES. NO REPRODUCTION OF THIS DRAWING IS PERMITTED WITHOUT THE 4 4 EXPRESSED CONSENT OF OYA SOLAR INC. THE CONTRACTOR/INSTALLER SHALL BE RESPONSIBLE FOR CHECKING AND TANGENT MOUNT VERIFYING ALL LEVELS AND DIMENSIONS AND SHALL REPORT ALL FOR VERTICAL DISCREPANCIES TO OYA SOLAR INC, AND OBTAIN CLARIFICATION PRIOR INSULATOR TO COMMENCING WORK. OYA SOLAR INC WILL NOT BE HELD RESPONSIBLE FOR ANY MODIFICATIONS OR ALTERATIONS MADE TO THE APPROVED DESIGN AND/OR SPECIFICATIONS. ANY AND ALL PROPOSED CROSS-ARM CHANGES TO THE DESIGN AND DRAWING MUST BE REVIEWED AND 5 APPROVED IN WRITING BY OYA SOLAR INC. AND STAMPING ENGINEER. 5 THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS THE SOLE PROPERTY OF OYA SOLAR INC AND ITS SUBSIDIARIES. NO REPRODUCTION OF THIS DRAWING IS PERMITTED WITHOUT THE 4 4 EXPRESSED CONSENT OF OYA SOLAR INC. THE CONTRACTOR/INSTALLER SHALL BE RESPONSIBLE FOR CHECKING AND TANGENT MOUNT VERIFYING ALL LEVELS AND DIMENSIONS AND SHALL REPORT ALL FOR VERTICAL DISCREPANCIES TO OYA SOLAR INC, AND OBTAIN CLARIFICATION PRIOR INSULATOR TO COMMENCING WORK. OYA SOLAR INC WILL NOT BE HELD RESPONSIBLE FOR ANY MODIFICATIONS OR ALTERATIONS MADE TO THE APPROVED DESIGN AND/OR SPECIFICATIONS. ANY AND ALL PROPOSED CROSS-ARM CHANGES TO THE DESIGN AND DRAWING MUST BE REVIEWED AND 5 APPROVED IN WRITING BY OYA SOLAR INC. AND STAMPING ENGINEER. 5 CROSS-ARM BRACE CROSS-ARM OYA PROJECT MANAGER: GLENN MACKAY 6 GROUND 335 MADISON AVE. NEW YORK, NY. 10017 6 CROSS-ARM BRACE CROSS-ARM OYA PROJECT MANAGER: GLENN MACKAY 6 GROUND 335 MADISON AVE. NEW YORK, NY. 10017 6 CONDUCTOR OVERHEAD +1 416 840 3358 EXT.139 NEUTRAL CONDUCTORS GROUND PROPERTY OWNER: CONDUCTOR 7 WENDY HAFNER 7 CONDUCTOR OVERHEAD +1 416 840 3358 EXT.139 NEUTRAL CONDUCTORS GROUND PROPERTY OWNER: CONDUCTOR 7 WENDY HAFNER 7 40 FT. WOOD POLE CLASS 1 PARCEL ID: MIN. 8" 8 GUARD FOR 8 40 FT. WOOD POLE CLASS 1 PARCEL ID: MIN. 8" 8 GUARD FOR 8 GROUND 030.-01-09.0 CONDUCTOR ENGINEERING PERMIT-SEAL: 9 9 GROUND 030.-01-09.0 CONDUCTOR ENGINEERING PERMIT-SEAL: 9 9 TYP. 35' TYP. 35' 40 FT. WOOD POLE CLASS 1 10 10 TYP. 35' TYP. 35' 40 FT. WOOD POLE CLASS 1 10 10 GUARD FOR GROUND CONDUCTOR 11 11 GUARD FOR GROUND CONDUCTOR 11 11 PRELIMINARY DESIGN NOT FOR CONSTRUCTION 12 REV DATE DESCRIPTION BY 12 PRELIMINARY DESIGN NOT FOR CONSTRUCTION 12 REV DATE DESCRIPTION BY 12 01 2020-01-24 TYPICAL O/H LINE POLE ELEVATIONS KA 13 METAL GUARD 13 01 2020-01-24 TYPICAL O/H LINE POLE ELEVATIONS KA 13 METAL GUARD 13 FOR GROUND OVERHEAD PHASE CONDUCTOR CONDUCTORS METAL GUARD FOR GROUND CONDUCTOR FOR GROUND OVERHEAD PHASE CONDUCTOR CONDUCTORS METAL GUARD FOR GROUND CONDUCTOR 14 14 14 14 VERTICAL PROJECT NAME AND ADDRESS: INSULATORS 15 (TYP. OF 3) 15 VERTICAL PROJECT NAME AND ADDRESS: INSULATORS 15 (TYP. OF 3) 15 GRADE GRADE 8' OYA CHURCH RD - A 8 FT. COPPER 1671 CHURCH ROAD, LYSANDER, GROUND ROD 16 8 FT. COPPER GROUND ROD NY 13027 16 GRADE GRADE 8' OYA CHURCH RD - A 8 FT. COPPER 1671 CHURCH ROAD, LYSANDER, GROUND ROD 16 8 FT. COPPER GROUND ROD NY 13027 16 GPS: 43.191329, -76.389541 7' TYP. 7' CROSS-ARM DRAWING TITLE: 17 40 FT. WOOD POLE 17 GPS: 43.191329, -76.389541 7' TYP. 7' CROSS-ARM DRAWING TITLE: 17 40 FT. WOOD POLE 17 CLASS 1 TYPICAL O/H LINE POLE ELEVATIONS 2017-004-56A OYA Church Rd-A_S-213 R01.dwg CLASS 1 TYPICAL O/H LINE POLE ELEVATIONS 2017-004-56A OYA Church Rd-A_S-213 R01.dwg 18 18 18 18 CHECKED BY: DRAWN BY: FINAL POLE FOUNDATION AND FINAL POLE FOUNDATION AND MM KA INSTALLATION IS SUBJECT TO INSTALLATION IS SUBJECT TO DETAILED ENGINEERING DETAILED ENGINEERING DESIGN DESIGN PROJECT NUMBER: 19 2017-004-56A 19 CHECKED BY: DRAWN BY: FINAL POLE FOUNDATION AND FINAL POLE FOUNDATION AND MM KA INSTALLATION IS SUBJECT TO INSTALLATION IS SUBJECT TO DETAILED ENGINEERING DETAILED ENGINEERING DESIGN DESIGN PROJECT NUMBER: 19 2017-004-56A 19 UNITS: DRAWING NUMBER: IMPERIAL 01 TYPICAL FRONT ELEVATION TYPICAL SIDE ELEVATION PLAN VIEW S-213 2020-02-03 UNITS: DRAWING NUMBER: IMPERIAL 01 TYPICAL FRONT ELEVATION TYPICAL SIDE ELEVATION PLAN VIEW S-213 2020-02-03 20 02 03 SCALE: 20 S-213 SCALE: 1"=3' S-213 SCALE: 1"=3' S-213 SCALE: 1"=3' 1"=3' A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA AB AC AD AE AF Page 54 20 02 03 SCALE: 20 S-213 SCALE: 1"=3' S-213 SCALE: 1"=3' S-213 SCALE: 1"=3' 1"=3' A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA AB AC AD AE AF Page 54 A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA AB AC AD AE AF GENERAL NOTES: 1 1. NOT ALL COMPONENTS NEEDED FOR COMPLETE AND OPERABLE INSTALLATION DEVELOPER: 1 A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA AB AC AD AE AF GENERAL NOTES: 1 1. NOT ALL COMPONENTS NEEDED FOR COMPLETE AND OPERABLE INSTALLATION DEVELOPER: 1 ARE IDENTIFIED IN THIS DRAWING. ALL OTHER MATERIALS THAT MAY BE NEEDED SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR THE DRAWING IS FOR ILLUSTRATIVE PURPOSES ONLY. 2. DRAWING IS CONCEPTUAL AND FOR ILLUSTRATIVE PURPOSES ONLY. FINAL POLE LAYOUT AND CONFIGURATION IS SUBJECT TO DETAILED ENGINEERING DESIGN 2 AND FINAL AHJ APPROVAL. 2 ARE IDENTIFIED IN THIS DRAWING. ALL OTHER MATERIALS THAT MAY BE NEEDED SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR THE DRAWING IS FOR ILLUSTRATIVE PURPOSES ONLY. 2. DRAWING IS CONCEPTUAL AND FOR ILLUSTRATIVE PURPOSES ONLY. FINAL POLE LAYOUT AND CONFIGURATION IS SUBJECT TO DETAILED ENGINEERING DESIGN 2 AND FINAL AHJ APPROVAL. 2 3. POLE DETAILS ARE DIAGRAMMATIC AND MAY CHANGED BASED ON SITE CONDITIONS AND UTILITY REQUIREMENTS. OYA SOLAR NY L.P. 335 MADISON AVE. 4TH FLOOR CUSTOMER OWNED POLE - CUSTOMER OWNED POLE CUSTOMER OWNED POLE CUSTOMER OWNED POLE UTILITY OWNED POLE CUSTOMER RISER. NATIONAL GRID METER CUSTOMER RECLOSER OVERHEAD PHASE CUSTOMER GOAB NATIONAL GRID PCC NEW YORK, NY 10017 CONDUCTORS T: +1 866 284 7980 3 3 RECLOSER WWW.OYASOLAR.COM 3. POLE DETAILS ARE DIAGRAMMATIC AND MAY CHANGED BASED ON SITE CONDITIONS AND UTILITY REQUIREMENTS. OYA SOLAR NY L.P. 335 MADISON AVE. 4TH FLOOR CUSTOMER OWNED POLE - CUSTOMER OWNED POLE CUSTOMER OWNED POLE CUSTOMER OWNED POLE UTILITY OWNED POLE CUSTOMER RISER. NATIONAL GRID METER CUSTOMER RECLOSER OVERHEAD PHASE CUSTOMER GOAB NATIONAL GRID PCC NEW YORK, NY 10017 CONDUCTORS T: +1 866 284 7980 3 3 RECLOSER WWW.OYASOLAR.COM THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS THE SOLE CROSS-ARM CROSS-ARM CROSS-ARM PROPERTY OF OYA SOLAR INC AND ITS SUBSIDIARIES. NO REPRODUCTION OF THIS DRAWING IS PERMITTED WITHOUT THE 4 4 EXPRESSED CONSENT OF OYA SOLAR INC. THE CONTRACTOR/INSTALLER SHALL BE RESPONSIBLE FOR CHECKING AND VERIFYING ALL LEVELS AND DIMENSIONS AND SHALL REPORT ALL CROSS-ARM DISCREPANCIES TO OYA SOLAR INC, AND OBTAIN CLARIFICATION PRIOR TO COMMENCING WORK. OYA SOLAR INC WILL NOT BE HELD <<< CUSTOMER LINE TO TRANSFORMER UTILITY LINE TO POI >>> RESPONSIBLE FOR ANY MODIFICATIONS OR ALTERATIONS MADE TO THE APPROVED DESIGN AND/OR SPECIFICATIONS. ANY AND ALL PROPOSED CHANGES TO THE DESIGN AND DRAWING MUST BE REVIEWED AND 5 APPROVED IN WRITING BY OYA SOLAR INC. AND STAMPING ENGINEER. 5 THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS THE SOLE CROSS-ARM CROSS-ARM CROSS-ARM PROPERTY OF OYA SOLAR INC AND ITS SUBSIDIARIES. NO REPRODUCTION OF THIS DRAWING IS PERMITTED WITHOUT THE 4 4 EXPRESSED CONSENT OF OYA SOLAR INC. THE CONTRACTOR/INSTALLER SHALL BE RESPONSIBLE FOR CHECKING AND VERIFYING ALL LEVELS AND DIMENSIONS AND SHALL REPORT ALL CROSS-ARM DISCREPANCIES TO OYA SOLAR INC, AND OBTAIN CLARIFICATION PRIOR TO COMMENCING WORK. OYA SOLAR INC WILL NOT BE HELD <<< CUSTOMER LINE TO TRANSFORMER UTILITY LINE TO POI >>> RESPONSIBLE FOR ANY MODIFICATIONS OR ALTERATIONS MADE TO THE APPROVED DESIGN AND/OR SPECIFICATIONS. ANY AND ALL PROPOSED CHANGES TO THE DESIGN AND DRAWING MUST BE REVIEWED AND 5 APPROVED IN WRITING BY OYA SOLAR INC. AND STAMPING ENGINEER. 5 OYA PROJECT MANAGER: GLENN MACKAY 6 335 MADISON AVE. NEW YORK, NY. 10017 6 OYA PROJECT MANAGER: GLENN MACKAY 6 335 MADISON AVE. NEW YORK, NY. 10017 6 +1 416 840 3358 EXT.139 CUSTOMER LINE TO DER PROPERTY OWNER: 7 WENDY HAFNER 7 +1 416 840 3358 EXT.139 CUSTOMER LINE TO DER PROPERTY OWNER: 7 WENDY HAFNER 7 40 FT. WOOD POLE OVERHEAD 40 FT. WOOD POLE CUSTOMER RECLOSER CLASS 1 UTILITY RECLOSER NEUTRAL CLASS 1 CONDUCTORS GROUND PARCEL ID: CONDUCTOR 8 8 40 FT. WOOD POLE OVERHEAD 40 FT. WOOD POLE CUSTOMER RECLOSER CLASS 1 UTILITY RECLOSER NEUTRAL CLASS 1 CONDUCTORS GROUND PARCEL ID: CONDUCTOR 8 8 NATIONAL GRID METER 030.-01-09.0 ENGINEERING PERMIT-SEAL: 40 FT. WOOD POLE 9 CLASS 1 9 NATIONAL GRID METER 030.-01-09.0 ENGINEERING PERMIT-SEAL: 40 FT. WOOD POLE 9 CLASS 1 9 METAL GUARD FOR GROUND CONDUCTOR 10 10 11 GRADE 11 METAL GUARD FOR GROUND CONDUCTOR 10 10 11 GRADE 11 PRELIMINARY DESIGN NOT FOR CONSTRUCTION 12 REV DATE DESCRIPTION BY 12 PRELIMINARY DESIGN NOT FOR CONSTRUCTION 12 REV DATE DESCRIPTION BY 12 FINAL POLE FOUNDATION AND FINAL POLE FOUNDATION AND 01 2020-01-24 POLE CLUSTER AND METERING KA INSTALLATION IS SUBJECT TO INSTALLATION IS SUBJECT TO DETAILED ENGINEERING DETAILED ENGINEERING 8 FT. COPPER DESIGN (TYPICAL) 8 FT. COPPER DESIGN (TYPICAL) GROUND ROD GROUND ROD 13 (TYPICAL) (TYPICAL) 13 FINAL POLE FOUNDATION AND FINAL POLE FOUNDATION AND 01 2020-01-24 POLE CLUSTER AND METERING KA INSTALLATION IS SUBJECT TO INSTALLATION IS SUBJECT TO DETAILED ENGINEERING DETAILED ENGINEERING 8 FT. COPPER DESIGN (TYPICAL) 8 FT. COPPER DESIGN (TYPICAL) GROUND ROD GROUND ROD 13 (TYPICAL) (TYPICAL) 13 CROSS-ARM CROSS-ARM CROSS-ARM OVERHEAD PHASE CROSS-ARM CROSS-ARM CONDUCTORS 14 14 CROSS-ARM CROSS-ARM CROSS-ARM OVERHEAD PHASE CROSS-ARM CROSS-ARM CONDUCTORS 14 14 <<< CUSTOMER LINE TO TRANSFORMER UTILITY LINE TO POI >>> PROJECT NAME AND ADDRESS: 15 15 <<< CUSTOMER LINE TO TRANSFORMER UTILITY LINE TO POI >>> PROJECT NAME AND ADDRESS: 15 15 OYA CHURCH RD - A 1671 CHURCH ROAD, LYSANDER, 16 NY 13027 16 OYA CHURCH RD - A 1671 CHURCH ROAD, LYSANDER, 16 NY 13027 16 GPS: 43.191329, -76.389541 GPS: 43.191329, -76.389541 CUSTOMER OWNED POLE - CUSTOMER OWNED POLE CUSTOMER RISER. DRAWING TITLE: 17 NATIONAL GRID METER UTILITY OWNED POLE 17 CUSTOMER OWNED POLE - CUSTOMER OWNED POLE CUSTOMER RISER. DRAWING TITLE: 17 NATIONAL GRID METER UTILITY OWNED POLE 17 CUSTOMER OWNED POLE NATIONAL GRID PCC CUSTOMER RECLOSER CUSTOMER OWNED POLE CUSTOMER GOAB RECLOSER TYPICAL UTILITY POLE CLUSTER AND METERING 2017-004-56A OYA Church Rd-A_S-214 R01.dwg CUSTOMER OWNED POLE NATIONAL GRID PCC CUSTOMER RECLOSER CUSTOMER OWNED POLE CUSTOMER GOAB RECLOSER TYPICAL UTILITY POLE CLUSTER AND METERING 2017-004-56A OYA Church Rd-A_S-214 R01.dwg 18 18 CHECKED BY: DRAWN BY: MM KA 18 18 CHECKED BY: DRAWN BY: MM KA PROJECT NUMBER: 25' 25' 25' 25' 19 2017-004-56A 19 PROJECT NUMBER: 25' 25' 25' 25' 19 2017-004-56A 19 UNITS: DRAWING NUMBER: TYPICAL IMPERIAL UTILITY POLE CLUSTER AND METERING S-214 2020-01-31 20 UNITS: DRAWING NUMBER: TYPICAL IMPERIAL UTILITY POLE CLUSTER AND METERING S-214 2020-01-31 20 01 SCALE: 20 S-214 SCALE: 1"=5' 1"=5' A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA AB AC AD AE AF Page 55 01 SCALE: 20 S-214 SCALE: 1"=5' 1"=5' A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA AB AC AD AE AF Page 55 A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA AB AC AD AE AF 1 DEVELOPER: 1 A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA AB AC AD AE AF 1 DEVELOPER: 1 8'-6" FENCE GATEPOST EMERGENCY NUMBERS & INFO. HIGHT CAP 8'-6" FENCE GATEPOST EMERGENCY NUMBERS & INFO. HIGHT CAP GATE POST FRAME MEMBERS FENCE FABRIC CALL 911 POLICE . FIRE . MEDICAL 2 2 GATE POST FRAME MEMBERS FENCE FABRIC CALL 911 POLICE . FIRE . MEDICAL 2 2 3.5" O.D 1.66" O.D TOP RAIL OYA SOLAR NY L.P. 335 MADISON AVE. 4TH FLOOR SITE ADDRESS: NEW YORK, NY 10017 T: +1 866 284 7980 3 3 3.5" O.D 1.66" O.D TOP RAIL OYA SOLAR NY L.P. 335 MADISON AVE. 4TH FLOOR SITE ADDRESS: NEW YORK, NY 10017 T: +1 866 284 7980 3 3 WWW.OYASOLAR.COM AMBULANCE: HAZARD AND EMERGENCY SIGNAGE (REFER TO DETAIL02/S-220) THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS THE SOLE PROPERTY OF OYA SOLAR INC AND ITS SUBSIDIARIES. NO (SEE NOTES 2 AND 3) REPRODUCTION OF THIS DRAWING IS PERMITTED WITHOUT THE 4 4 EXPRESSED CONSENT OF OYA SOLAR INC. THE CONTRACTOR/INSTALLER SHALL BE RESPONSIBLE FOR CHECKING AND INTERNAL VERIFYING ALL LEVELS AND DIMENSIONS AND SHALL REPORT ALL WWW.OYASOLAR.COM AMBULANCE: HAZARD AND EMERGENCY SIGNAGE (REFER TO DETAIL02/S-220) THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS THE SOLE PROPERTY OF OYA SOLAR INC AND ITS SUBSIDIARIES. NO (SEE NOTES 2 AND 3) REPRODUCTION OF THIS DRAWING IS PERMITTED WITHOUT THE 4 4 EXPRESSED CONSENT OF OYA SOLAR INC. THE CONTRACTOR/INSTALLER SHALL BE RESPONSIBLE FOR CHECKING AND INTERNAL VERIFYING ALL LEVELS AND DIMENSIONS AND SHALL REPORT ALL DANGER ! CAUTION ! DISCREPANCIES TO OYA SOLAR INC, AND OBTAIN CLARIFICATION PRIOR BRACE 1.25" MIN PRIVATE PROPERTY, NO TRESPASSING ACCESS RESTRICTED TO QUALIFIED PERSONS ONLY TO COMMENCING WORK. OYA SOLAR INC WILL NOT BE HELD RESPONSIBLE FOR ANY MODIFICATIONS OR ALTERATIONS MADE TO THE DANGER POWER TO THIS SITE IS SUPPLIED BY MULTIPLE MEANS DISCONNECT LOCATIONS SHOWN BELOW DANGER ! CAUTION ! DISCREPANCIES TO OYA SOLAR INC, AND OBTAIN CLARIFICATION PRIOR BRACE 1.25" MIN PRIVATE PROPERTY, NO TRESPASSING ACCESS RESTRICTED TO QUALIFIED PERSONS ONLY TO COMMENCING WORK. OYA SOLAR INC WILL NOT BE HELD RESPONSIBLE FOR ANY MODIFICATIONS OR ALTERATIONS MADE TO THE DANGER POWER TO THIS SITE IS SUPPLIED BY MULTIPLE MEANS DISCONNECT LOCATIONS SHOWN BELOW EMERGENCY NUMBERS & INFO. APPROVED DESIGN AND/OR SPECIFICATIONS. ANY AND ALL PROPOSED EMERGENCY NUMBERS & INFO. APPROVED DESIGN AND/OR SPECIFICATIONS. ANY AND ALL PROPOSED AP CALL 911 CHANGES TO THE DESIGN AND DRAWING MUST BE REVIEWED AND 5 POLICE . FIRE . MEDICAL ELECTRICAL APPROVED IN WRITING BY OYA SOLAR INC. AND STAMPING ENGINEER. 5 AP CALL 911 CHANGES TO THE DESIGN AND DRAWING MUST BE REVIEWED AND 5 POLICE . FIRE . MEDICAL ELECTRICAL APPROVED IN WRITING BY OYA SOLAR INC. AND STAMPING ENGINEER. 5 8'-6" FT. SITE ADDRESS: AMBULANCE: M HAZARD AUTHORIZED PERSONNEL ONLY OYA PROJECT MANAGER: 8'-6" FT. SITE ADDRESS: AMBULANCE: M HAZARD AUTHORIZED PERSONNEL ONLY OYA PROJECT MANAGER: ELECTRICAL HINGE BOLT ELECTRICAL HINGE BOLT GLENN MACKAY 6 335 MADISON AVE. NEW YORK, NY. 10017 6 GLENN MACKAY 6 335 MADISON AVE. NEW YORK, NY. 10017 6 HAZARD +1 416 840 3358 EXT.139 PROPERTY OWNER: HAZARD +1 416 840 3358 EXT.139 PROPERTY OWNER: 7 AUTHORIZED PERSONNEL ONLY WENDY HAFNER 7 7 AUTHORIZED PERSONNEL ONLY WENDY HAFNER 7 ! CAUTION ! PARCEL ID: 8 8 ! CAUTION ! PARCEL ID: 8 8 3" GROUND DROP BOLT GROUND PRIVATE PROPERTY, NO TRESPASSING 030.-01-09.0 LINE CLEARANCE ACCESS RESTRICTED TO QUALIFIED PERSONS ONLY 3" GROUND DROP BOLT GROUND PRIVATE PROPERTY, NO TRESPASSING 030.-01-09.0 LINE CLEARANCE ACCESS RESTRICTED TO QUALIFIED PERSONS ONLY DROP POWER TO THIS SITE IS SUPPLIED BY MULTIPLE MEANS SEE FOOTING DISCONNECT LOCATIONS SHOWN BELOW ENGINEERING PERMIT-SEAL: FORGED DETAILS TURNBUKLE STEEL GATE DROP POWER TO THIS SITE IS SUPPLIED BY MULTIPLE MEANS SEE FOOTING DISCONNECT LOCATIONS SHOWN BELOW ENGINEERING PERMIT-SEAL: FORGED DETAILS TURNBUKLE STEEL GATE P 9 DETAIL 4 CENTER 9 S-220 REST P 9 DETAIL 4 CENTER 9 S-220 REST NOTE: A M 1. DRAWING IS FOR ILLUSTRATIVE PURPOSES ONLY. FINAL GATE DESIGN AND LAYOUT IS SUBJECT TO DETAILED ENGINEERING AND AHJ APPROVAL. ALTERNATIVE DESIGN FOR SWING GATE IS 20FT CANTILEVERED SLIDING GATE. 10 10 NOTE: A M 1. DRAWING IS FOR ILLUSTRATIVE PURPOSES ONLY. FINAL GATE DESIGN AND LAYOUT IS SUBJECT TO DETAILED ENGINEERING AND AHJ APPROVAL. ALTERNATIVE DESIGN FOR SWING GATE IS 20FT CANTILEVERED SLIDING GATE. 10 10 2. SECURITY FENCE HEIGHT TO BE MIN. 8'-6" PER TOWN OF LYSANDER SOLAR LAW REQUIREMENTS. FINAL FENCE DESIGN SUBJECT TO DETAILED ENGINEERING. 3. WARNING SIGNAGE SHALL BE POSTED EVERY 100FT ALONG THE PERIMETER OF THE FENCING AND MUST BE CLEARLY VISIBLE. FINAL SIGNAGE SUBJECT TO AHJ AND TOWN APPROVAL. 11 01 TYPICAL DOUBLE LEAF ACCESS GATE 02 HAZARD AND EMERGENCY SIGNAGES 11 2. SECURITY FENCE HEIGHT TO BE MIN. 8'-6" PER TOWN OF LYSANDER SOLAR LAW REQUIREMENTS. FINAL FENCE DESIGN SUBJECT TO DETAILED ENGINEERING. 3. WARNING SIGNAGE SHALL BE POSTED EVERY 100FT ALONG THE PERIMETER OF THE FENCING AND MUST BE CLEARLY VISIBLE. FINAL SIGNAGE SUBJECT TO AHJ AND TOWN APPROVAL. 11 01 TYPICAL DOUBLE LEAF ACCESS GATE 02 HAZARD AND EMERGENCY SIGNAGES 11 S-220 SCALE: N.T.S S-220 SCALE: N.T.S PRELIMINARY DESIGN NOT FOR CONSTRUCTION 8'-6" FENCE REV DATE DESCRIPTION BY 12 BRACE FENCE HIGHT 12 S-220 SCALE: N.T.S S-220 SCALE: N.T.S PRELIMINARY DESIGN NOT FOR CONSTRUCTION 8'-6" FENCE REV DATE DESCRIPTION BY 12 BRACE FENCE HIGHT 12 ACCESS GATE POST RAIL FABRIC 2020-01-31 SITE FENCE DETAILS KA 01 GATE 3.5" O.D ACCESS GATE POST RAIL FABRIC 2020-01-31 SITE FENCE DETAILS KA 01 GATE 3.5" O.D 13 13 13 13 FENCE POST 14 2.36" 14 FENCE POST 14 2.36" 14 PROJECT NAME AND ADDRESS: 15 DRIVEN FENCE 15 PROJECT NAME AND ADDRESS: 15 DRIVEN FENCE 15 POST - NO OYA CHURCH RD - A NATURAL FOUNDATION GROUND LINE 8'-6" FT. 1671 CHURCH ROAD, LYSANDER, 16 NY 13027 16 POST - NO OYA CHURCH RD - A NATURAL FOUNDATION GROUND LINE 8'-6" FT. 1671 CHURCH ROAD, LYSANDER, 16 NY 13027 16 GPS: 43.191329, -76.389541 42" GPS: 43.191329, -76.389541 42" 17 DRAWING TITLE: 17 17 DRAWING TITLE: 17 SITE FENCE DETAILS 14" 2017-004-56A OYA Church Rd-A_S-220 R01.dwg SITE FENCE DETAILS 14" 2017-004-56A OYA Church Rd-A_S-220 R01.dwg 18 18 18 18 CHECKED BY: DRAWN BY: MM KA GROUND 3" GROUND CLEARANCE PROJECT NUMBER: LINE 19 DROP 2017-004-56A 19 CHECKED BY: DRAWN BY: MM KA GROUND 3" GROUND CLEARANCE PROJECT NUMBER: LINE 19 DROP 2017-004-56A 19 FORGED SEE FOOTING NOTE: TURNBUKLE DETAILS 1. DRAWING IS FOR ILLUSTRATIVE PURPOSES ONLY. FINAL FENCE FOUNDATION UNITS: DRAWING NUMBER: DETAIL 4 DESIGN AND LAYOUT IS SUBJECT TO DETAILED ENGINEERING AND AHJ APPROVAL. IMPERIAL FORGED SEE FOOTING NOTE: TURNBUKLE DETAILS 1. DRAWING IS FOR ILLUSTRATIVE PURPOSES ONLY. FINAL FENCE FOUNDATION UNITS: DRAWING NUMBER: DETAIL 4 DESIGN AND LAYOUT IS SUBJECT TO DETAILED ENGINEERING AND AHJ APPROVAL. IMPERIAL TYPICAL CHAIN LINK FENCE WITH TOP RAIL TYPICAL FENCE POST FOOTING DETAILS S-220 2020-01-31 20 03 04 SCALE: 20 TYPICAL CHAIN LINK FENCE WITH TOP RAIL TYPICAL FENCE POST FOOTING DETAILS S-220 2020-01-31 20 03 04 SCALE: 20 S-220 SCALE: N.T.S S-220 SCALE: N.T.S N.T.S A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA AB AC AD AE AF Page 56 S-220 SCALE: N.T.S S-220 SCALE: N.T.S N.T.S A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA AB AC AD AE AF Page 56 A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA AB AC AD AE AF 1 PROPOSED VISUAL SCREENING - GREEN FENCE PARCEL BOUNDARY X X: DETAIL INDEX DEVELOPER: 1 A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA AB AC AD AE AF 1 PROPOSED VISUAL SCREENING - GREEN FENCE PARCEL BOUNDARY X X: DETAIL INDEX DEVELOPER: 1 X-XX X-XX: DRAWING NUMBER (NOTE:10) SITE FENCE EXISTING ROAD X-XX X-XX: DRAWING NUMBER (NOTE:10) SITE FENCE EXISTING ROAD CAMERA VIEW 2 POI - EXISTING UTILITY PROPOSED ACCESS ROAD POLE MV OH 2 2 CAMERA VIEW 2 POI - EXISTING UTILITY PROPOSED ACCESS ROAD POLE MV OH 2 2 MV OH MV OH NEW UTILITY POLE EQUIPMENT PAD CAMERA VIEW 1 MV OH MV OH NEW UTILITY POLE EQUIPMENT PAD CAMERA VIEW 1 NEW DEVELOPER POLE ONE RACK FOR 26 OYA SOLAR NY L.P. MV OH MODULES (TRACKER) 335 MADISON AVE. 4TH FLOOR MV UG PROPOSED HV LINE NEW YORK, NY 10017 MV OH (UNDER GROUND) T: +1 866 284 7980 3 3 NEW DEVELOPER POLE ONE RACK FOR 26 OYA SOLAR NY L.P. MV OH MODULES (TRACKER) 335 MADISON AVE. 4TH FLOOR MV UG PROPOSED HV LINE NEW YORK, NY 10017 MV OH (UNDER GROUND) T: +1 866 284 7980 3 3 CAMERA LOCATION MV OH PROPOSED HV LINE WWW.OYASOLAR.COM MV O (OVERHEAD) H MV OH EXISTING UTILITY HV LINE VISION FIELD THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS THE SOLE MV OH PROPERTY OF OYA SOLAR INC AND ITS SUBSIDIARIES. NO REPRODUCTION OF THIS DRAWING IS PERMITTED WITHOUT THE PROPOSED VISUAL NEW 3-PHASE LINE BY NG 4 4 MV OH EXPRESSED CONSENT OF OYA SOLAR INC. THE SCREENING - GREEN FENCE CONTRACTOR/INSTALLER SHALL BE RESPONSIBLE FOR CHECKING AND MV O VERIFYING ALL LEVELS AND DIMENSIONS AND SHALL REPORT ALL H DISCREPANCIES TO OYA SOLAR INC, AND OBTAIN CLARIFICATION PRIOR TO COMMENCING WORK. OYA SOLAR INC WILL NOT BE HELD RESPONSIBLE FOR ANY MODIFICATIONS OR ALTERATIONS MADE TO THE APPROVED DESIGN AND/OR SPECIFICATIONS. ANY AND ALL PROPOSED MV O CHANGES TO THE DESIGN AND DRAWING MUST BE REVIEWED AND 5 H APPROVED IN WRITING BY OYA SOLAR INC. AND STAMPING ENGINEER. 5 CAMERA LOCATION MV OH PROPOSED HV LINE WWW.OYASOLAR.COM MV O (OVERHEAD) H MV OH EXISTING UTILITY HV LINE VISION FIELD THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS THE SOLE MV OH PROPERTY OF OYA SOLAR INC AND ITS SUBSIDIARIES. NO REPRODUCTION OF THIS DRAWING IS PERMITTED WITHOUT THE PROPOSED VISUAL NEW 3-PHASE LINE BY NG 4 4 MV OH EXPRESSED CONSENT OF OYA SOLAR INC. THE SCREENING - GREEN FENCE CONTRACTOR/INSTALLER SHALL BE RESPONSIBLE FOR CHECKING AND MV O VERIFYING ALL LEVELS AND DIMENSIONS AND SHALL REPORT ALL H DISCREPANCIES TO OYA SOLAR INC, AND OBTAIN CLARIFICATION PRIOR TO COMMENCING WORK. OYA SOLAR INC WILL NOT BE HELD RESPONSIBLE FOR ANY MODIFICATIONS OR ALTERATIONS MADE TO THE APPROVED DESIGN AND/OR SPECIFICATIONS. ANY AND ALL PROPOSED MV O CHANGES TO THE DESIGN AND DRAWING MUST BE REVIEWED AND 5 H APPROVED IN WRITING BY OYA SOLAR INC. AND STAMPING ENGINEER. 5 MV OH OYA PROJECT MANAGER: GLENN MACKAY 6 335 MADISON AVE. NEW YORK, NY. 10017 6 MV OH OYA PROJECT MANAGER: GLENN MACKAY 6 335 MADISON AVE. NEW YORK, NY. 10017 6 +1 416 840 3358 EXT.139 PROPERTY OWNER: +1 416 840 3358 EXT.139 PROPERTY OWNER: MV UG 7 WENDY HAFNER 7 MV UG 7 WENDY HAFNER 7 PARCEL ID: 8 8 030.-01-09.0 PARCEL ID: 8 8 030.-01-09.0 MV UG ENGINEERING PERMIT-SEAL: MV U G 9 9 MV UG ENGINEERING PERMIT-SEAL: MV U G 9 9 MV UG MV U G 10 10 MV UG MV U G 10 10 11 11 11 11 PRELIMINARY DESIGN NOT FOR CONSTRUCTION 12 REV DATE DESCRIPTION BY 12 PRELIMINARY DESIGN NOT FOR CONSTRUCTION 12 REV DATE DESCRIPTION BY 12 01 2020-01-31 V.S PLAN VIEW - CAM LOCATIONS KA 02 2020-02-03 LAYOUT UPDATE - PITCH TO 21' KA 13 13 01 2020-01-31 V.S PLAN VIEW - CAM LOCATIONS KA 02 2020-02-03 LAYOUT UPDATE - PITCH TO 21' KA 13 13 14 14 PROJECT NAME AND ADDRESS: 15 15 14 14 PROJECT NAME AND ADDRESS: 15 15 OYA CHURCH RD - A 1671 CHURCH ROAD, LYSANDER, 16 NY 13027 16 OYA CHURCH RD - A 1671 CHURCH ROAD, LYSANDER, 16 NY 13027 16 GPS: 43.191329, -76.389541 GPS: 43.191329, -76.389541 25' DRAWING TITLE: PROPOSED VISUAL SCREENING - GREEN FENCE 17 17 25' DRAWING TITLE: PROPOSED VISUAL SCREENING - GREEN FENCE 17 17 (NOTE: 10) VISUAL SCREENING - CAM PLAN VIEW 2017-004-56A OYA Church Rd-A_S-221 R02.dwg (NOTE: 10) VISUAL SCREENING - CAM PLAN VIEW 2017-004-56A OYA Church Rd-A_S-221 R02.dwg D 18 18 D 18 18 CHECKED BY: DRAWN BY: BABCOCK ROA NOTES: MM KA 1. THE DRAWING IS FOR ILLUSTRATIVE PURPOSES ONLY. CAMERA VIEW 4 2. THE LAYOUT IS DEVELOPED USING IANUZI AND ROMANS ALTA SURVEY DATED NOV 19, 2019. 3. RESULTS OF EASEMENT REPORTS, UNDERGROUND UTILITIES, HYDROLOGY AND GEOTECH REPORTS PROJECT NUMBER: MIGHT AFFECT THE FINAL PV-ARRAY LAYOUT. 19 4. ACCESS ROADS AND DRIVEWAYS (TBD) WILL BE PROVIDED FOR UTILITY EQUIPMENT ACCESS. 2017-004-56A 19 CHECKED BY: DRAWN BY: BABCOCK ROA NOTES: MM KA 1. THE DRAWING IS FOR ILLUSTRATIVE PURPOSES ONLY. CAMERA VIEW 4 2. THE LAYOUT IS DEVELOPED USING IANUZI AND ROMANS ALTA SURVEY DATED NOV 19, 2019. 3. RESULTS OF EASEMENT REPORTS, UNDERGROUND UTILITIES, HYDROLOGY AND GEOTECH REPORTS PROJECT NUMBER: MIGHT AFFECT THE FINAL PV-ARRAY LAYOUT. 19 4. ACCESS ROADS AND DRIVEWAYS (TBD) WILL BE PROVIDED FOR UTILITY EQUIPMENT ACCESS. 2017-004-56A 19 5. EASEMENT WILL BE PROVIDED FOR UTILITY ENERGY POLES AND EQUIPMENT. 6. CONTRACTOR TO PROVIDE ROUTE, ACCESS AND EASEMENT FROM PCC TO TRANSFORMER LOCATION. 7. LOCATIONS AND QUANTITY OF POLES SHOWN IS DIAGRAMMATIC AND MAY CHANGE BASED ON SITE UNITS: DRAWING NUMBER: CONDITIONS AND UTILITY REQUIREMENTS. IMPERIAL CAMERA PLAN VIEW 8. POI (POINT OF INTERCONNECTION). / PCC (POINT OF COMMON COUPLING). CAMERA VIEW 3 9. TREE CLEARING ZONE TO KEEP ARRAY SHADE FREE. PROJECT OWNER RESPONSIBLE CLEAR AREA 5. EASEMENT WILL BE PROVIDED FOR UTILITY ENERGY POLES AND EQUIPMENT. 6. CONTRACTOR TO PROVIDE ROUTE, ACCESS AND EASEMENT FROM PCC TO TRANSFORMER LOCATION. 7. LOCATIONS AND QUANTITY OF POLES SHOWN IS DIAGRAMMATIC AND MAY CHANGE BASED ON SITE UNITS: DRAWING NUMBER: CONDITIONS AND UTILITY REQUIREMENTS. IMPERIAL CAMERA PLAN VIEW 8. POI (POINT OF INTERCONNECTION). / PCC (POINT OF COMMON COUPLING). CAMERA VIEW 3 9. TREE CLEARING ZONE TO KEEP ARRAY SHADE FREE. PROJECT OWNER RESPONSIBLE CLEAR AREA 01 AND KEEP CLEAR DURING REMAINDER OF PROJECT LIFE. LANDLORD CAN USE THE SPACE PROVIDED S-221 2020-02-03 01 AND KEEP CLEAR DURING REMAINDER OF PROJECT LIFE. LANDLORD CAN USE THE SPACE PROVIDED S-221 2020-02-03 20 125 100 75 50 25 00 125 250 375 GROWTH DOES NOT EXCEED 2438 (8'). 10. EXACT SPECIFICATION OF GREEN FENCE WILL BE USED FOR VISUAL SCREENING TO BE DETERMINED SCALE: 20 20 125 100 75 50 25 00 125 250 375 GROWTH DOES NOT EXCEED 2438 (8'). 10. EXACT SPECIFICATION OF GREEN FENCE WILL BE USED FOR VISUAL SCREENING TO BE DETERMINED SCALE: 20 S-221 SCALE: 1"=125' DURING THE CONSTRUCTION PHASE 1"=125' 1" = 125' A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA AB AC AD AE AF Page 57 S-221 SCALE: 1"=125' DURING THE CONSTRUCTION PHASE 1"=125' 1" = 125' A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA AB AC AD AE AF Page 57 A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA AB AC AD AE AF 1 DEVELOPER: 1 A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA AB AC AD AE AF 1 DEVELOPER: 1 NEW POLES 2 2 NEW POLES 2 2 OYA SOLAR NY L.P. 335 MADISON AVE. 4TH FLOOR 8'-6" SITE FENCE NEW YORK, NY 10017 SOLAR ARRAY T: +1 866 284 7980 3 3 OYA SOLAR NY L.P. 335 MADISON AVE. 4TH FLOOR 8'-6" SITE FENCE NEW YORK, NY 10017 SOLAR ARRAY T: +1 866 284 7980 3 3 WWW.OYASOLAR.COM WWW.OYASOLAR.COM THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS THE SOLE PROPERTY OF OYA SOLAR INC AND ITS SUBSIDIARIES. NO REPRODUCTION OF THIS DRAWING IS PERMITTED WITHOUT THE 4 4 EXPRESSED CONSENT OF OYA SOLAR INC. THE CONTRACTOR/INSTALLER SHALL BE RESPONSIBLE FOR CHECKING AND VERIFYING ALL LEVELS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO OYA SOLAR INC, AND OBTAIN CLARIFICATION PRIOR TO COMMENCING WORK. OYA SOLAR INC WILL NOT BE HELD RESPONSIBLE FOR ANY MODIFICATIONS OR ALTERATIONS MADE TO THE APPROVED DESIGN AND/OR SPECIFICATIONS. ANY AND ALL PROPOSED CHANGES TO THE DESIGN AND DRAWING MUST BE REVIEWED AND 5 APPROVED IN WRITING BY OYA SOLAR INC. AND STAMPING ENGINEER. 5 THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS THE SOLE PROPERTY OF OYA SOLAR INC AND ITS SUBSIDIARIES. NO REPRODUCTION OF THIS DRAWING IS PERMITTED WITHOUT THE 4 4 EXPRESSED CONSENT OF OYA SOLAR INC. THE CONTRACTOR/INSTALLER SHALL BE RESPONSIBLE FOR CHECKING AND VERIFYING ALL LEVELS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO OYA SOLAR INC, AND OBTAIN CLARIFICATION PRIOR TO COMMENCING WORK. OYA SOLAR INC WILL NOT BE HELD RESPONSIBLE FOR ANY MODIFICATIONS OR ALTERATIONS MADE TO THE APPROVED DESIGN AND/OR SPECIFICATIONS. ANY AND ALL PROPOSED CHANGES TO THE DESIGN AND DRAWING MUST BE REVIEWED AND 5 APPROVED IN WRITING BY OYA SOLAR INC. AND STAMPING ENGINEER. 5 OYA PROJECT MANAGER: GLENN MACKAY 6 335 MADISON AVE. NEW YORK, NY. 10017 6 +1 416 840 3358 EXT.139 PROPERTY OWNER: OYA PROJECT MANAGER: GLENN MACKAY 6 335 MADISON AVE. NEW YORK, NY. 10017 6 +1 416 840 3358 EXT.139 PROPERTY OWNER: 7 WENDY HAFNER 7 PARCEL ID: 8 8 030.-01-09.0 7 WENDY HAFNER 7 PARCEL ID: 8 8 030.-01-09.0 ENGINEERING PERMIT-SEAL: 9 9 10 01 CAMERA VIEW 01 10 S-222 SCALE: N.T.S 11 11 ENGINEERING PERMIT-SEAL: 9 9 10 01 CAMERA VIEW 01 10 S-222 SCALE: N.T.S 11 11 PRELIMINARY DESIGN NOT FOR CONSTRUCTION NEW POLES REV DATE DESCRIPTION BY 12 12 01 2020-01-29 CAM - 01 / VISUAL SCREENING KA PRELIMINARY DESIGN NOT FOR CONSTRUCTION NEW POLES REV DATE DESCRIPTION BY 12 12 01 2020-01-29 CAM - 01 / VISUAL SCREENING KA 13 13 13 13 GREEN FENCE FOR VISUAL SCREENING 14 14 PROJECT NAME AND ADDRESS: 15 15 GREEN FENCE FOR VISUAL SCREENING 14 14 PROJECT NAME AND ADDRESS: 15 15 OYA CHURCH RD - A 1671 CHURCH ROAD, LYSANDER, 16 NY 13027 16 GPS: 43.191329, -76.389541 17 DRAWING TITLE: 17 OYA CHURCH RD - A 1671 CHURCH ROAD, LYSANDER, 16 NY 13027 16 GPS: 43.191329, -76.389541 17 DRAWING TITLE: 17 VISUAL SCREENING CAMERA VIEW 01 2017-004-56A OYA Church Rd-A_S-222 R01.dwg 18 18 CHECKED BY: DRAWN BY: MM KA VISUAL SCREENING CAMERA VIEW 01 2017-004-56A OYA Church Rd-A_S-222 R01.dwg 18 18 CHECKED BY: DRAWN BY: MM KA PROJECT NUMBER: 19 2017-004-56A 19 UNITS: DRAWING NUMBER: IMPERIAL 02 CAMERA VIEW 01 - WITH SCREENING S-222 2020-01-31 PROJECT NUMBER: 19 2017-004-56A 19 UNITS: DRAWING NUMBER: IMPERIAL 02 CAMERA VIEW 01 - WITH SCREENING S-222 2020-01-31 20 SCALE: 20 S-222 SCALE: N.T.S N.T.S A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA AB AC AD AE AF Page 58 A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA AB AC AD AE AF 1 DEVELOPER: 1 20 SCALE: 20 S-222 SCALE: N.T.S N.T.S A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA AB AC AD AE AF Page 58 A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA AB AC AD AE AF 1 DEVELOPER: 1 SOLAR ARRAY 8'-6" SITE FENCE 2 2 SOLAR ARRAY 8'-6" SITE FENCE 2 2 OYA SOLAR NY L.P. 335 MADISON AVE. 4TH FLOOR NEW YORK, NY 10017 T: +1 866 284 7980 3 3 OYA SOLAR NY L.P. 335 MADISON AVE. 4TH FLOOR NEW YORK, NY 10017 T: +1 866 284 7980 3 3 WWW.OYASOLAR.COM WWW.OYASOLAR.COM THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS THE SOLE PROPERTY OF OYA SOLAR INC AND ITS SUBSIDIARIES. NO REPRODUCTION OF THIS DRAWING IS PERMITTED WITHOUT THE 4 4 EXPRESSED CONSENT OF OYA SOLAR INC. THE CONTRACTOR/INSTALLER SHALL BE RESPONSIBLE FOR CHECKING AND VERIFYING ALL LEVELS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO OYA SOLAR INC, AND OBTAIN CLARIFICATION PRIOR TO COMMENCING WORK. OYA SOLAR INC WILL NOT BE HELD RESPONSIBLE FOR ANY MODIFICATIONS OR ALTERATIONS MADE TO THE APPROVED DESIGN AND/OR SPECIFICATIONS. ANY AND ALL PROPOSED CHANGES TO THE DESIGN AND DRAWING MUST BE REVIEWED AND 5 APPROVED IN WRITING BY OYA SOLAR INC. AND STAMPING ENGINEER. 5 THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS THE SOLE PROPERTY OF OYA SOLAR INC AND ITS SUBSIDIARIES. NO REPRODUCTION OF THIS DRAWING IS PERMITTED WITHOUT THE 4 4 EXPRESSED CONSENT OF OYA SOLAR INC. THE CONTRACTOR/INSTALLER SHALL BE RESPONSIBLE FOR CHECKING AND VERIFYING ALL LEVELS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO OYA SOLAR INC, AND OBTAIN CLARIFICATION PRIOR TO COMMENCING WORK. OYA SOLAR INC WILL NOT BE HELD RESPONSIBLE FOR ANY MODIFICATIONS OR ALTERATIONS MADE TO THE APPROVED DESIGN AND/OR SPECIFICATIONS. ANY AND ALL PROPOSED CHANGES TO THE DESIGN AND DRAWING MUST BE REVIEWED AND 5 APPROVED IN WRITING BY OYA SOLAR INC. AND STAMPING ENGINEER. 5 OYA PROJECT MANAGER: GLENN MACKAY 6 335 MADISON AVE. NEW YORK, NY. 10017 6 +1 416 840 3358 EXT.139 PROPERTY OWNER: OYA PROJECT MANAGER: GLENN MACKAY 6 335 MADISON AVE. NEW YORK, NY. 10017 6 +1 416 840 3358 EXT.139 PROPERTY OWNER: 7 WENDY HAFNER 7 PARCEL ID: 8 8 030.-01-09.0 7 WENDY HAFNER 7 PARCEL ID: 8 8 030.-01-09.0 ENGINEERING PERMIT-SEAL: 9 9 10 01 CAMERA VIEW 02 10 S-223 SCALE: N.T.S 11 11 ENGINEERING PERMIT-SEAL: 9 9 10 01 CAMERA VIEW 02 10 S-223 SCALE: N.T.S 11 11 PRELIMINARY DESIGN NOT FOR CONSTRUCTION 12 REV DATE DESCRIPTION BY 12 01 2020-01-31 CAM - 02 / VISUAL SCREENING KA GREEN FENCE FOR VISUAL SCREENING PRELIMINARY DESIGN NOT FOR CONSTRUCTION 12 REV DATE DESCRIPTION BY 12 01 2020-01-31 CAM - 02 / VISUAL SCREENING KA GREEN FENCE FOR VISUAL SCREENING 13 13 14 14 PROJECT NAME AND ADDRESS: 15 15 13 13 14 14 PROJECT NAME AND ADDRESS: 15 15 OYA CHURCH RD - A 1671 CHURCH ROAD, LYSANDER, 16 NY 13027 16 GPS: 43.191329, -76.389541 17 DRAWING TITLE: 17 OYA CHURCH RD - A 1671 CHURCH ROAD, LYSANDER, 16 NY 13027 16 GPS: 43.191329, -76.389541 17 DRAWING TITLE: 17 VISUAL SCREENING CAMERA VIEW 02 2017-004-56A OYA Church Rd-A_S-223 R01.dwg 18 18 CHECKED BY: DRAWN BY: MM KA VISUAL SCREENING CAMERA VIEW 02 2017-004-56A OYA Church Rd-A_S-223 R01.dwg 18 18 CHECKED BY: DRAWN BY: MM KA PROJECT NUMBER: 19 2017-004-56A 19 UNITS: DRAWING NUMBER: IMPERIAL 02 CAMERA VIEW 02 - WITH SCREENING S-223 2020-01-31 PROJECT NUMBER: 19 2017-004-56A 19 UNITS: DRAWING NUMBER: IMPERIAL 02 CAMERA VIEW 02 - WITH SCREENING S-223 2020-01-31 20 SCALE: 20 S-223 SCALE: N.T.S N.T.S A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA AB AC AD AE AF Page 59 A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA AB AC AD AE AF 1 DEVELOPER: 1 20 SCALE: 20 S-223 SCALE: N.T.S N.T.S A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA AB AC AD AE AF Page 59 A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA AB AC AD AE AF 1 DEVELOPER: 1 8'-6" SITE FENCE 2 SOLAR ARRAY 2 8'-6" SITE FENCE 2 SOLAR ARRAY 2 OYA SOLAR NY L.P. 335 MADISON AVE. 4TH FLOOR NEW YORK, NY 10017 T: +1 866 284 7980 3 3 OYA SOLAR NY L.P. 335 MADISON AVE. 4TH FLOOR NEW YORK, NY 10017 T: +1 866 284 7980 3 3 WWW.OYASOLAR.COM WWW.OYASOLAR.COM THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS THE SOLE PROPERTY OF OYA SOLAR INC AND ITS SUBSIDIARIES. NO REPRODUCTION OF THIS DRAWING IS PERMITTED WITHOUT THE 4 4 EXPRESSED CONSENT OF OYA SOLAR INC. THE CONTRACTOR/INSTALLER SHALL BE RESPONSIBLE FOR CHECKING AND VERIFYING ALL LEVELS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO OYA SOLAR INC, AND OBTAIN CLARIFICATION PRIOR TO COMMENCING WORK. OYA SOLAR INC WILL NOT BE HELD RESPONSIBLE FOR ANY MODIFICATIONS OR ALTERATIONS MADE TO THE APPROVED DESIGN AND/OR SPECIFICATIONS. ANY AND ALL PROPOSED CHANGES TO THE DESIGN AND DRAWING MUST BE REVIEWED AND 5 APPROVED IN WRITING BY OYA SOLAR INC. AND STAMPING ENGINEER. 5 THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS THE SOLE PROPERTY OF OYA SOLAR INC AND ITS SUBSIDIARIES. NO REPRODUCTION OF THIS DRAWING IS PERMITTED WITHOUT THE 4 4 EXPRESSED CONSENT OF OYA SOLAR INC. THE CONTRACTOR/INSTALLER SHALL BE RESPONSIBLE FOR CHECKING AND VERIFYING ALL LEVELS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO OYA SOLAR INC, AND OBTAIN CLARIFICATION PRIOR TO COMMENCING WORK. OYA SOLAR INC WILL NOT BE HELD RESPONSIBLE FOR ANY MODIFICATIONS OR ALTERATIONS MADE TO THE APPROVED DESIGN AND/OR SPECIFICATIONS. ANY AND ALL PROPOSED CHANGES TO THE DESIGN AND DRAWING MUST BE REVIEWED AND 5 APPROVED IN WRITING BY OYA SOLAR INC. AND STAMPING ENGINEER. 5 OYA PROJECT MANAGER: GLENN MACKAY 6 335 MADISON AVE. NEW YORK, NY. 10017 6 +1 416 840 3358 EXT.139 PROPERTY OWNER: OYA PROJECT MANAGER: GLENN MACKAY 6 335 MADISON AVE. NEW YORK, NY. 10017 6 +1 416 840 3358 EXT.139 PROPERTY OWNER: 7 WENDY HAFNER 7 PARCEL ID: 8 8 030.-01-09.0 7 WENDY HAFNER 7 PARCEL ID: 8 8 030.-01-09.0 ENGINEERING PERMIT-SEAL: 9 9 10 01 CAMERA VIEW 03 10 S-224 SCALE: N.T.S 11 11 ENGINEERING PERMIT-SEAL: 9 9 10 01 CAMERA VIEW 03 10 S-224 SCALE: N.T.S 11 11 PRELIMINARY DESIGN NOT FOR CONSTRUCTION 12 REV DATE DESCRIPTION BY 12 01 2020-01-31 CAM - 03 / VISUAL SCREENING KA 02 2020-02-03 LAYOUT UPDATE - REFER TO S-200 KA PRELIMINARY DESIGN NOT FOR CONSTRUCTION 12 REV DATE DESCRIPTION BY 12 01 2020-01-31 CAM - 03 / VISUAL SCREENING KA 02 2020-02-03 LAYOUT UPDATE - REFER TO S-200 KA GREEN FENCE FOR VISUAL SCREENING 13 13 14 14 PROJECT NAME AND ADDRESS: 15 15 GREEN FENCE FOR VISUAL SCREENING 13 13 14 14 PROJECT NAME AND ADDRESS: 15 15 OYA CHURCH RD - A 1671 CHURCH ROAD, LYSANDER, 16 NY 13027 16 GPS: 43.191329, -76.389541 17 DRAWING TITLE: 17 OYA CHURCH RD - A 1671 CHURCH ROAD, LYSANDER, 16 NY 13027 16 GPS: 43.191329, -76.389541 17 DRAWING TITLE: 17 VISUAL SCREENING CAMERA VIEW 03 2017-004-56A OYA Church Rd-A_S-224 R02.dwg 18 18 CHECKED BY: DRAWN BY: MM KA VISUAL SCREENING CAMERA VIEW 03 2017-004-56A OYA Church Rd-A_S-224 R02.dwg 18 18 CHECKED BY: DRAWN BY: MM KA PROJECT NUMBER: 19 2017-004-56A 19 UNITS: DRAWING NUMBER: IMPERIAL 02 CAMERA VIEW 03 - WITH SCREENING S-224 2020-02-03 PROJECT NUMBER: 19 2017-004-56A 19 UNITS: DRAWING NUMBER: IMPERIAL 02 CAMERA VIEW 03 - WITH SCREENING S-224 2020-02-03 20 SCALE: 20 S-224 SCALE: N.T.S N.T.S A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA AB AC AD AE AF Page 60 A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA AB AC AD AE AF 1 DEVELOPER: 1 20 SCALE: 20 S-224 SCALE: N.T.S N.T.S A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA AB AC AD AE AF Page 60 A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA AB AC AD AE AF 1 DEVELOPER: 1 2 2 OYA SOLAR NY L.P. 335 MADISON AVE. 4TH FLOOR NEW YORK, NY 10017 T: +1 866 284 7980 3 3 2 2 OYA SOLAR NY L.P. 335 MADISON AVE. 4TH FLOOR NEW YORK, NY 10017 T: +1 866 284 7980 3 3 WWW.OYASOLAR.COM 8'-6" SITE FENCE SOLAR ARRAY THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS THE SOLE PROPERTY OF OYA SOLAR INC AND ITS SUBSIDIARIES. NO REPRODUCTION OF THIS DRAWING IS PERMITTED WITHOUT THE 4 4 EXPRESSED CONSENT OF OYA SOLAR INC. THE CONTRACTOR/INSTALLER SHALL BE RESPONSIBLE FOR CHECKING AND VERIFYING ALL LEVELS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO OYA SOLAR INC, AND OBTAIN CLARIFICATION PRIOR TO COMMENCING WORK. OYA SOLAR INC WILL NOT BE HELD RESPONSIBLE FOR ANY MODIFICATIONS OR ALTERATIONS MADE TO THE APPROVED DESIGN AND/OR SPECIFICATIONS. ANY AND ALL PROPOSED CHANGES TO THE DESIGN AND DRAWING MUST BE REVIEWED AND 5 APPROVED IN WRITING BY OYA SOLAR INC. AND STAMPING ENGINEER. 5 WWW.OYASOLAR.COM 8'-6" SITE FENCE SOLAR ARRAY THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS THE SOLE PROPERTY OF OYA SOLAR INC AND ITS SUBSIDIARIES. NO REPRODUCTION OF THIS DRAWING IS PERMITTED WITHOUT THE 4 4 EXPRESSED CONSENT OF OYA SOLAR INC. THE CONTRACTOR/INSTALLER SHALL BE RESPONSIBLE FOR CHECKING AND VERIFYING ALL LEVELS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO OYA SOLAR INC, AND OBTAIN CLARIFICATION PRIOR TO COMMENCING WORK. OYA SOLAR INC WILL NOT BE HELD RESPONSIBLE FOR ANY MODIFICATIONS OR ALTERATIONS MADE TO THE APPROVED DESIGN AND/OR SPECIFICATIONS. ANY AND ALL PROPOSED CHANGES TO THE DESIGN AND DRAWING MUST BE REVIEWED AND 5 APPROVED IN WRITING BY OYA SOLAR INC. AND STAMPING ENGINEER. 5 OYA PROJECT MANAGER: GLENN MACKAY 6 335 MADISON AVE. NEW YORK, NY. 10017 6 +1 416 840 3358 EXT.139 PROPERTY OWNER: OYA PROJECT MANAGER: GLENN MACKAY 6 335 MADISON AVE. NEW YORK, NY. 10017 6 +1 416 840 3358 EXT.139 PROPERTY OWNER: 7 WENDY HAFNER 7 PARCEL ID: 8 8 030.-01-09.0 7 WENDY HAFNER 7 PARCEL ID: 8 8 030.-01-09.0 ENGINEERING PERMIT-SEAL: 9 9 10 01 CAMERA VIEW 04 10 S-225 SCALE: N.T.S 11 11 ENGINEERING PERMIT-SEAL: 9 9 10 01 CAMERA VIEW 04 10 S-225 SCALE: N.T.S 11 11 PRELIMINARY DESIGN NOT FOR CONSTRUCTION 12 REV DATE DESCRIPTION BY 12 01 2020-01-31 CAM - 04 / VISUAL SCREENING KA 13 13 PRELIMINARY DESIGN NOT FOR CONSTRUCTION 12 REV DATE DESCRIPTION BY 12 01 2020-01-31 CAM - 04 / VISUAL SCREENING KA 13 13 14 14 14 14 GREEN FENCE FOR VISUAL SCREENING PROJECT NAME AND ADDRESS: 15 15 GREEN FENCE FOR VISUAL SCREENING PROJECT NAME AND ADDRESS: 15 15 OYA CHURCH RD - A 1671 CHURCH ROAD, LYSANDER, 16 NY 13027 16 GPS: 43.191329, -76.389541 17 DRAWING TITLE: 17 OYA CHURCH RD - A 1671 CHURCH ROAD, LYSANDER, 16 NY 13027 16 GPS: 43.191329, -76.389541 17 DRAWING TITLE: 17 VISUAL SCREENING CAMERA VIEW 04 2017-004-56A OYA Church Rd-A_S-225 R01.dwg 18 18 CHECKED BY: DRAWN BY: MM KA VISUAL SCREENING CAMERA VIEW 04 2017-004-56A OYA Church Rd-A_S-225 R01.dwg 18 18 CHECKED BY: DRAWN BY: MM KA PROJECT NUMBER: 19 2017-004-56A 19 UNITS: DRAWING NUMBER: IMPERIAL 02 CAMERA VIEW 04 - WITH SCREENING S-225 2020-01-31 PROJECT NUMBER: 19 2017-004-56A 19 UNITS: DRAWING NUMBER: IMPERIAL 02 CAMERA VIEW 04 - WITH SCREENING S-225 2020-01-31 20 SCALE: 20 S-225 SCALE: N.T.S N.T.S A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA AB AC AD AE AF Page 61 A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA AB AC AD AE AF 1 DEVELOPER: 1 20 SCALE: 20 S-225 SCALE: N.T.S N.T.S A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA AB AC AD AE AF Page 61 A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA AB AC AD AE AF 1 DEVELOPER: 1 2 2 OYA SOLAR NY L.P. 335 MADISON AVE. 4TH FLOOR NEW YORK, NY 10017 T: +1 866 284 7980 3 3 WWW.OYASOLAR.COM 2 2 OYA SOLAR NY L.P. 335 MADISON AVE. 4TH FLOOR NEW YORK, NY 10017 T: +1 866 284 7980 3 3 WWW.OYASOLAR.COM THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS THE SOLE PROPERTY OF OYA SOLAR INC AND ITS SUBSIDIARIES. NO REPRODUCTION OF THIS DRAWING IS PERMITTED WITHOUT THE 4 4 EXPRESSED CONSENT OF OYA SOLAR INC. THE CONTRACTOR/INSTALLER SHALL BE RESPONSIBLE FOR CHECKING AND VERIFYING ALL LEVELS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO OYA SOLAR INC, AND OBTAIN CLARIFICATION PRIOR TO COMMENCING WORK. OYA SOLAR INC WILL NOT BE HELD RESPONSIBLE FOR ANY MODIFICATIONS OR ALTERATIONS MADE TO THE APPROVED DESIGN AND/OR SPECIFICATIONS. ANY AND ALL PROPOSED CHANGES TO THE DESIGN AND DRAWING MUST BE REVIEWED AND 5 APPROVED IN WRITING BY OYA SOLAR INC. AND STAMPING ENGINEER. 5 THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS THE SOLE PROPERTY OF OYA SOLAR INC AND ITS SUBSIDIARIES. NO REPRODUCTION OF THIS DRAWING IS PERMITTED WITHOUT THE 4 4 EXPRESSED CONSENT OF OYA SOLAR INC. THE CONTRACTOR/INSTALLER SHALL BE RESPONSIBLE FOR CHECKING AND VERIFYING ALL LEVELS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO OYA SOLAR INC, AND OBTAIN CLARIFICATION PRIOR TO COMMENCING WORK. OYA SOLAR INC WILL NOT BE HELD RESPONSIBLE FOR ANY MODIFICATIONS OR ALTERATIONS MADE TO THE APPROVED DESIGN AND/OR SPECIFICATIONS. ANY AND ALL PROPOSED CHANGES TO THE DESIGN AND DRAWING MUST BE REVIEWED AND 5 APPROVED IN WRITING BY OYA SOLAR INC. AND STAMPING ENGINEER. 5 OYA PROJECT MANAGER: GLENN MACKAY 6 335 MADISON AVE. NEW YORK, NY. 10017 6 +1 416 840 3358 EXT.139 PROPERTY OWNER: 7 WENDY HAFNER 7 OYA PROJECT MANAGER: GLENN MACKAY 6 335 MADISON AVE. NEW YORK, NY. 10017 6 +1 416 840 3358 EXT.139 PROPERTY OWNER: 7 WENDY HAFNER 7 PARCEL ID: 8 8 030.-01-09.0 ENGINEERING PERMIT-SEAL: 9 9 10 10 11 11 PARCEL ID: 8 8 030.-01-09.0 ENGINEERING PERMIT-SEAL: 9 9 10 10 11 11 PRELIMINARY DESIGN NOT FOR CONSTRUCTION 12 REV DATE DESCRIPTION BY 12 01 2020-01-31 SPECIFICATION SHEETS KA 13 13 14 14 PRELIMINARY DESIGN NOT FOR CONSTRUCTION 12 REV DATE DESCRIPTION BY 12 01 2020-01-31 SPECIFICATION SHEETS KA 13 13 14 14 PROJECT NAME AND ADDRESS: 15 15 PROJECT NAME AND ADDRESS: 15 15 OYA CHURCH RD - A 1671 CHURCH ROAD, LYSANDER, 16 NY 13027 16 GPS: 43.191329, -76.389541 17 DRAWING TITLE: 17 OYA CHURCH RD - A 1671 CHURCH ROAD, LYSANDER, 16 NY 13027 16 GPS: 43.191329, -76.389541 17 DRAWING TITLE: 17 SPECIFICATION SHEETS - SHEET 1 2017-004-56A OYA Church Rd-A_S-900 R01.dwg 18 18 CHECKED BY: DRAWN BY: MM KA SPECIFICATION SHEETS - SHEET 1 2017-004-56A OYA Church Rd-A_S-900 R01.dwg 18 18 CHECKED BY: DRAWN BY: MM KA PROJECT NUMBER: 19 2017-004-56A 19 UNITS: DRAWING NUMBER: IMPERIAL S-900 2020-02-03 20 SCALE: 20 PROJECT NUMBER: 19 2017-004-56A 19 UNITS: DRAWING NUMBER: IMPERIAL S-900 2020-02-03 20 SCALE: 20 N.T.S A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA AB AC AD AE AF Page 62 A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA AB AC AD AE AF 1 DEVELOPER: 1 2 2 N.T.S A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA AB AC AD AE AF Page 62 A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA AB AC AD AE AF 1 DEVELOPER: 1 2 2 OYA SOLAR NY L.P. 335 MADISON AVE. 4TH FLOOR NEW YORK, NY 10017 T: +1 866 284 7980 3 3 WWW.OYASOLAR.COM OYA SOLAR NY L.P. 335 MADISON AVE. 4TH FLOOR NEW YORK, NY 10017 T: +1 866 284 7980 3 3 WWW.OYASOLAR.COM THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS THE SOLE PROPERTY OF OYA SOLAR INC AND ITS SUBSIDIARIES. NO REPRODUCTION OF THIS DRAWING IS PERMITTED WITHOUT THE 4 4 EXPRESSED CONSENT OF OYA SOLAR INC. THE CONTRACTOR/INSTALLER SHALL BE RESPONSIBLE FOR CHECKING AND VERIFYING ALL LEVELS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO OYA SOLAR INC, AND OBTAIN CLARIFICATION PRIOR TO COMMENCING WORK. OYA SOLAR INC WILL NOT BE HELD RESPONSIBLE FOR ANY MODIFICATIONS OR ALTERATIONS MADE TO THE APPROVED DESIGN AND/OR SPECIFICATIONS. ANY AND ALL PROPOSED CHANGES TO THE DESIGN AND DRAWING MUST BE REVIEWED AND 5 APPROVED IN WRITING BY OYA SOLAR INC. AND STAMPING ENGINEER. 5 THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS THE SOLE PROPERTY OF OYA SOLAR INC AND ITS SUBSIDIARIES. NO REPRODUCTION OF THIS DRAWING IS PERMITTED WITHOUT THE 4 4 EXPRESSED CONSENT OF OYA SOLAR INC. THE CONTRACTOR/INSTALLER SHALL BE RESPONSIBLE FOR CHECKING AND VERIFYING ALL LEVELS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO OYA SOLAR INC, AND OBTAIN CLARIFICATION PRIOR TO COMMENCING WORK. OYA SOLAR INC WILL NOT BE HELD RESPONSIBLE FOR ANY MODIFICATIONS OR ALTERATIONS MADE TO THE APPROVED DESIGN AND/OR SPECIFICATIONS. ANY AND ALL PROPOSED CHANGES TO THE DESIGN AND DRAWING MUST BE REVIEWED AND 5 APPROVED IN WRITING BY OYA SOLAR INC. AND STAMPING ENGINEER. 5 OYA PROJECT MANAGER: GLENN MACKAY 6 335 MADISON AVE. NEW YORK, NY. 10017 6 +1 416 840 3358 EXT.139 PROPERTY OWNER: 7 WENDY HAFNER 7 OYA PROJECT MANAGER: GLENN MACKAY 6 335 MADISON AVE. NEW YORK, NY. 10017 6 +1 416 840 3358 EXT.139 PROPERTY OWNER: 7 WENDY HAFNER 7 PARCEL ID: 8 8 030.-01-09.0 ENGINEERING PERMIT-SEAL: 9 9 10 10 11 11 PARCEL ID: 8 8 030.-01-09.0 ENGINEERING PERMIT-SEAL: 9 9 10 10 11 11 PRELIMINARY DESIGN NOT FOR CONSTRUCTION 12 REV DATE DESCRIPTION BY 12 01 2020-01-31 SPECIFICATION SHEETS KA 13 13 14 14 PRELIMINARY DESIGN NOT FOR CONSTRUCTION 12 REV DATE DESCRIPTION BY 12 01 2020-01-31 SPECIFICATION SHEETS KA 13 13 14 14 PROJECT NAME AND ADDRESS: 15 15 PROJECT NAME AND ADDRESS: 15 15 OYA CHURCH RD - A 1671 CHURCH ROAD, LYSANDER, 16 NY 13027 16 GPS: 43.191329, -76.389541 17 DRAWING TITLE: 17 OYA CHURCH RD - A 1671 CHURCH ROAD, LYSANDER, 16 NY 13027 16 GPS: 43.191329, -76.389541 17 DRAWING TITLE: 17 SPECIFICATION SHEETS - SHEET 2 2017-004-56A OYA Church Rd-A_S-901 R01.dwg 18 18 CHECKED BY: DRAWN BY: MM KA SPECIFICATION SHEETS - SHEET 2 2017-004-56A OYA Church Rd-A_S-901 R01.dwg 18 18 CHECKED BY: DRAWN BY: MM KA PROJECT NUMBER: 19 2017-004-56A 19 UNITS: DRAWING NUMBER: IMPERIAL S-901 2020-02-03 20 SCALE: 20 PROJECT NUMBER: 19 2017-004-56A 19 UNITS: DRAWING NUMBER: IMPERIAL S-901 2020-02-03 20 SCALE: 20 N.T.S A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA AB AC AD AE AF Page 63 Page 64 Full Environmental Assessment Form Part 1 - Project and Setting Instructions for Completing Part 1 Part 1 is to be completed by the applicant or project sponsor. Responses become part of the application for approval or funding, are subject to public review, and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item, please answer as thoroughly as possible based on current information; indicate whether missing information does not exist, or is not reasonably available to the sponsor; and, when possible, generally describe work or studies which would be necessary to update or fully develop that information. N.T.S A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA AB AC AD AE AF Page 63 Page 64 Full Environmental Assessment Form Part 1 - Project and Setting Instructions for Completing Part 1 Part 1 is to be completed by the applicant or project sponsor. Responses become part of the application for approval or funding, are subject to public review, and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item, please answer as thoroughly as possible based on current information; indicate whether missing information does not exist, or is not reasonably available to the sponsor; and, when possible, generally describe work or studies which would be necessary to update or fully develop that information. Applicants/sponsors must complete all items in Sections A & B. In Sections C, D & E, most items contain an initial question that must be answered either “Yes” or “No”. If the answer to the initial question is “Yes”, complete the sub-questions that follow. If the answer to the initial question is “No”, proceed to the next question. Section F allows the project sponsor to identify and attach any additional information. Section G requires the name and signature of the DSSOLFDQWRUproject sponsor to verify that the information contained in Part 1is accurate and complete. A. Project and $SSOLFDQWSponsor Information. Name of Action or Project: OYA Solar Church Road - A Project Location (describe, and attach a general location map): 1671 Church Road Lysander, NY 13027 Brief Description of Proposed Action (include purpose or need): The proposed project includes the construction of a 5MWAC grid-tie photovoltaic (PV) system installed on Church Road in Lysander, New York. The system will be built within a 38.85 acre fenced area, consisting of 18,746 Talesun TP6G72M-9BB 400W PV modules connected to one power electronics HEMK-FS2125K inverter (CURTAILED TO 2000kw ac), and one power electronics HEMK-FS3190K inverter (curtailed to 3000kw AC). The project will include a newly constructed access road (20' x 1,745') appropriate for access during construction and future maintenance activities. Applicants/sponsors must complete all items in Sections A & B. In Sections C, D & E, most items contain an initial question that must be answered either “Yes” or “No”. If the answer to the initial question is “Yes”, complete the sub-questions that follow. If the answer to the initial question is “No”, proceed to the next question. Section F allows the project sponsor to identify and attach any additional information. Section G requires the name and signature of the DSSOLFDQWRUproject sponsor to verify that the information contained in Part 1is accurate and complete. A. Project and $SSOLFDQWSponsor Information. Name of Action or Project: OYA Solar Church Road - A Project Location (describe, and attach a general location map): 1671 Church Road Lysander, NY 13027 Brief Description of Proposed Action (include purpose or need): The proposed project includes the construction of a 5MWAC grid-tie photovoltaic (PV) system installed on Church Road in Lysander, New York. The system will be built within a 38.85 acre fenced area, consisting of 18,746 Talesun TP6G72M-9BB 400W PV modules connected to one power electronics HEMK-FS2125K inverter (CURTAILED TO 2000kw ac), and one power electronics HEMK-FS3190K inverter (curtailed to 3000kw AC). The project will include a newly constructed access road (20' x 1,745') appropriate for access during construction and future maintenance activities. Name of Applicant/Sponsor: Telephone: 416-840-3358 Glenn Mackay E-Mail: Address: 335 Madison Ave. City/PO: New York State: New York Zip Code: 10017 Project Contact (if not same as sponsor; give name and title/role): Telephone: 315-703-4312 Bryan A. Bayer, Managing Environmental Scientist, C&S Companies E-Mail: bbayer@cscos.com Address: 499 Col. Eileen Blvd. City/PO: State: Zip Code: Syracuse New York 13212 Property Owner (if not same as sponsor): Telephone: Wendy Hafner E-Mail: Address: 113 Snappy Lane City/PO: State: Zip Code: Liverpool NY 13090 Page 1 of 13 Page 65 Name of Applicant/Sponsor: Telephone: 416-840-3358 Glenn Mackay E-Mail: Address: 335 Madison Ave. City/PO: New York State: New York Zip Code: 10017 Project Contact (if not same as sponsor; give name and title/role): Telephone: 315-703-4312 Bryan A. Bayer, Managing Environmental Scientist, C&S Companies E-Mail: bbayer@cscos.com Address: 499 Col. Eileen Blvd. City/PO: State: Zip Code: Syracuse New York 13212 Property Owner (if not same as sponsor): Telephone: Wendy Hafner E-Mail: Address: 113 Snappy Lane City/PO: State: Zip Code: Liverpool NY 13090 Page 1 of 13 Page 65 B. Government Approvals B. Government Approvals Funding, or Sponsorship. (“Funding” includes grants, loans, tax relief, and any other forms of financial assistance.) Government Entity If Yes: Identify Agency and Approval(s) Application Date Required (Actual or projected) a. City&RXQVHOTown%RDUG,  Yes ✔  No or Village Board of Trustees b. City, Town or Village  Yes  No ✔ Town of Lysander Planning Board February 6, 2020 Planning Board or Commission c. City Town or  Yes ✔  No Village Zoning Board of Appeals d. Other local agencies  Yes ✔  No e. County agencies  Yes  No ✔ Onondaga County Planning Board (Ag Data TBD Statement, County Park, County Road) f. Regional agencies  Yes ✔  No g. State agencies ✔  Yes  No NYSDEC Stormwater NOI TBD h. Federal agencies  Yes  No ✔ USACE Nationwide Permit TBD B. Government Approvals B. Government Approvals Funding, or Sponsorship. (“Funding” includes grants, loans, tax relief, and any other forms of financial assistance.) Government Entity If Yes: Identify Agency and Approval(s) Application Date Required (Actual or projected) a. City&RXQVHOTown%RDUG,  Yes ✔  No or Village Board of Trustees b. City, Town or Village  Yes  No ✔ Town of Lysander Planning Board February 6, 2020 Planning Board or Commission c. City Town or  Yes ✔  No Village Zoning Board of Appeals d. Other local agencies  Yes ✔  No e. County agencies  Yes  No ✔ Onondaga County Planning Board (Ag Data TBD Statement, County Park, County Road) f. Regional agencies  Yes ✔  No g. State agencies ✔  Yes  No NYSDEC Stormwater NOI TBD h. Federal agencies  Yes  No ✔ USACE Nationwide Permit TBD i. Coastal Resources. i. Is the project site within a Coastal Area, or the waterfront area of a Designated Inland Waterway?  Yes ✔  No ii. Is the project site located in a community with an approved Local Waterfront Revitalization Program?  Yes ✔  No iii. Is the project site within a Coastal Erosion Hazard Area?  Yes ✔  No C. Planning and Zoning C.1. Planning and zoning actions. Will administrative or legislative adoption, or amendment of a plan, local law, ordinance, rule or regulation be the  Yes ✔  No x If Yes, complete sections C, F and G. only approval(s) which must be granted to enable the proposed action to proceed? i. Coastal Resources. i. Is the project site within a Coastal Area, or the waterfront area of a Designated Inland Waterway?  Yes ✔  No ii. Is the project site located in a community with an approved Local Waterfront Revitalization Program?  Yes ✔  No iii. Is the project site within a Coastal Erosion Hazard Area?  Yes ✔  No C. Planning and Zoning C.1. Planning and zoning actions. Will administrative or legislative adoption, or amendment of a plan, local law, ordinance, rule or regulation be the  Yes ✔  No x If Yes, complete sections C, F and G. only approval(s) which must be granted to enable the proposed action to proceed? x If No, proceed to question C.2 and complete all remaining sections and questions in Part 1 C.2. Adopted land use plans. a. Do any municipally- adopted (city, town, village or county) comprehensive land use plan(s) include the site  Yes  No ✔ where the proposed action would be located? If Yes, does the comprehensive plan include specific recommendations for the site where the proposed action  Yes  No ✔ would be located? b.Is the site of the proposed action within any local or regional special planning district (for example: Greenway  Yes ✔  No Brownfield Opportunity Area (BOA); designated State or Federal heritage area; watershed management plan; or other?) If Yes, identify the plan(s): _______________________________________________________________________________________________________ ________________________________________________________________________________________________________ ________________________________________________________________________________________________________ x If No, proceed to question C.2 and complete all remaining sections and questions in Part 1 C.2. Adopted land use plans. a. Do any municipally- adopted (city, town, village or county) comprehensive land use plan(s) include the site  Yes  No ✔ where the proposed action would be located? If Yes, does the comprehensive plan include specific recommendations for the site where the proposed action  Yes  No ✔ would be located? b.Is the site of the proposed action within any local or regional special planning district (for example: Greenway  Yes ✔  No Brownfield Opportunity Area (BOA); designated State or Federal heritage area; watershed management plan; or other?) If Yes, identify the plan(s): _______________________________________________________________________________________________________ ________________________________________________________________________________________________________ ________________________________________________________________________________________________________ Yes  No c. Is the proposed action located wholly or partially within an area listed in an adopted municipal open space plan, ✔ or an adopted municipal farmland protection plan? If Yes, identify the plan(s): ________________________________________________________________________________________________________ Onondaga County Agricultural and Farmland Protection Plan ________________________________________________________________________________________________________ ________________________________________________________________________________________________________ Page 2 of 13 Page 66 C.3. Zoning a. Is the site of the proposed action located in a municipality with an adopted zoning law or ordinance.  Yes  No ✔ If Yes, what is the zoning classification(s) including any applicable overlay district? _________________________________________________________________________________________________________ Agricultural land use _________________________________________________________________________________________________________ Yes  No c. Is the proposed action located wholly or partially within an area listed in an adopted municipal open space plan, ✔ or an adopted municipal farmland protection plan? If Yes, identify the plan(s): ________________________________________________________________________________________________________ Onondaga County Agricultural and Farmland Protection Plan ________________________________________________________________________________________________________ ________________________________________________________________________________________________________ Page 2 of 13 Page 66 C.3. Zoning a. Is the site of the proposed action located in a municipality with an adopted zoning law or ordinance.  Yes  No ✔ If Yes, what is the zoning classification(s) including any applicable overlay district? _________________________________________________________________________________________________________ Agricultural land use _________________________________________________________________________________________________________ b. Is the use permitted or allowed by a special or conditional use permit?  Yes  No ✔ c. Is a zoning change requested as part of the proposed action?  Yes ✔  No If Yes, i. What is the proposed new zoning for the site? ___________________________________________________________________ C.4. Existing community services. a. In what school district is the project site located? Baldwinsville ________________________________________________________________ Central School District b. What police or other public protection forces serve the project site? _________________________________________________________________________________________________________ Onondaga County Sheriff's Department b. Is the use permitted or allowed by a special or conditional use permit?  Yes  No ✔ c. Is a zoning change requested as part of the proposed action?  Yes ✔  No If Yes, i. What is the proposed new zoning for the site? ___________________________________________________________________ C.4. Existing community services. a. In what school district is the project site located? Baldwinsville ________________________________________________________________ Central School District b. What police or other public protection forces serve the project site? _________________________________________________________________________________________________________ Onondaga County Sheriff's Department c. Which fire protection and emergency medical services serve the project site? Lysander Fire Department, Greater Baldwinsville Ambulance Corps. __________________________________________________________________________________________________________ d. What parks serve the project site? __________________________________________________________________________________________________________ Beaver Lake Nature Center __________________________________________________________________________________________________________ D. Project Details D.1. Proposed and Potential Development c. Which fire protection and emergency medical services serve the project site? Lysander Fire Department, Greater Baldwinsville Ambulance Corps. __________________________________________________________________________________________________________ d. What parks serve the project site? __________________________________________________________________________________________________________ Beaver Lake Nature Center __________________________________________________________________________________________________________ D. Project Details D.1. Proposed and Potential Development a. What is the general nature of the proposed action (e.g., residential, industrial, commercial, recreational; if mixed, include all components)? Commercial - Solar PV Array _________________________________________________________________________________________________________ b. a. Total acreage of the site of the proposed action? _____________ 55.27 acres b. Total acreage to be physically disturbed? _____________ 38.85 acres c. Total acreage (project site and any contiguous properties) owned or controlled by the applicant or project sponsor? _____________ 55.27 acres a. What is the general nature of the proposed action (e.g., residential, industrial, commercial, recreational; if mixed, include all components)? Commercial - Solar PV Array _________________________________________________________________________________________________________ b. a. Total acreage of the site of the proposed action? _____________ 55.27 acres b. Total acreage to be physically disturbed? _____________ 38.85 acres c. Total acreage (project site and any contiguous properties) owned or controlled by the applicant or project sponsor? _____________ 55.27 acres c. Is the proposed action an expansion of an existing project or use?  Yes ✔ No i. If Yes, what is the approximate percentage of the proposed expansion and identify the units (e.g., acres, miles, housing units, square feet)? % ____________________ Units: ____________________ d. Is the proposed action a subdivision, or does it include a subdivision?  Yes  No ✔ If Yes, i. Purpose or type of subdivision? (e.g., residential, industrial, commercial; if mixed, specify types) Commercial ________________________________________________________________________________________________________ ii. Is a cluster/conservation layout proposed?  Yes  ✔ No iii. Number of lots proposed? ________ 2 iv. Minimum and maximum proposed lot sizes? Minimum __________ 30.26 Maximum __________ 64.24 H Will WKHproposed action be constructed in multiple phases?  Yes ✔ No L If No, anticipated period of construction: _____8 months LL If Yes: x Total number of phases anticipated x Anticipated commencement date of phase 1 (including demolition) _____ c. Is the proposed action an expansion of an existing project or use?  Yes ✔ No i. If Yes, what is the approximate percentage of the proposed expansion and identify the units (e.g., acres, miles, housing units, square feet)? % ____________________ Units: ____________________ d. Is the proposed action a subdivision, or does it include a subdivision?  Yes  No ✔ If Yes, i. Purpose or type of subdivision? (e.g., residential, industrial, commercial; if mixed, specify types) Commercial ________________________________________________________________________________________________________ ii. Is a cluster/conservation layout proposed?  Yes  ✔ No iii. Number of lots proposed? ________ 2 iv. Minimum and maximum proposed lot sizes? Minimum __________ 30.26 Maximum __________ 64.24 H Will WKHproposed action be constructed in multiple phases?  Yes ✔ No L If No, anticipated period of construction: _____8 months LL If Yes: x Total number of phases anticipated x Anticipated commencement date of phase 1 (including demolition) _____ x Anticipated completion date of final phase _____ month _____ year x Generally describe connections or relationships among phases, including any contingencies where progress of one phase may _____ month _____year determine timing or duration of future phases: _______________________________________________________________ ____________________________________________________________________________________________________ ____________________________________________________________________________________________________ Page 3 of 13 Page 67 f. Does the project include new residential uses?  Yes ✔  No If Yes, show numbers of units proposed. One Family Two Family Three Family Multiple Family (four or more) Initial Phase ___________ ___________ ____________ ________________________ At completion of all phases ___________ ___________ ____________ ________________________ x Anticipated completion date of final phase _____ month _____ year x Generally describe connections or relationships among phases, including any contingencies where progress of one phase may _____ month _____year determine timing or duration of future phases: _______________________________________________________________ ____________________________________________________________________________________________________ ____________________________________________________________________________________________________ Page 3 of 13 Page 67 f. Does the project include new residential uses?  Yes ✔  No If Yes, show numbers of units proposed. One Family Two Family Three Family Multiple Family (four or more) Initial Phase ___________ ___________ ____________ ________________________ At completion of all phases ___________ ___________ ____________ ________________________ g. Does the proposed action include new non-residential construction (including expansions)?  Yes  No ✔ If Yes, i. Total number of structures ___________ 721 ii. Dimensions (in feet) of largest proposed structure: ________height; 10 ________width; 6 and _______70 length iii. Approximate extent of building space to be heated or cooled: ______________________ 0 square feet g. Does the proposed action include new non-residential construction (including expansions)?  Yes  No ✔ If Yes, i. Total number of structures ___________ 721 ii. Dimensions (in feet) of largest proposed structure: ________height; 10 ________width; 6 and _______70 length iii. Approximate extent of building space to be heated or cooled: ______________________ 0 square feet h. Does the proposed action include construction or other activities that will result in the impoundment of any  Yes ✔  No liquids, such as creation of a water supply, reservoir, pond, lake, waste lagoon or other storage? If Yes, i. Purpose of the impoundment: ________________________________________________________________________________ ii. If a water impoundment, the principal source of the water:  Ground water  Surface water streams  Other specify: _________________________________________________________________________________________________________ iii. If other than water, identify the type of impounded/contained liquids and their source. _________________________________________________________________________________________________________ iv. Approximate size of the proposed impoundment. Volume: ____________ million gallons; surface area: ____________ acres v. Dimensions of the proposed dam or impounding structure: ________ height; _______ length vi. Construction method/materials for the proposed dam or impounding structure (e.g., earth fill, rock, wood, concrete): ________________________________________________________________________________________________________ h. Does the proposed action include construction or other activities that will result in the impoundment of any  Yes ✔  No liquids, such as creation of a water supply, reservoir, pond, lake, waste lagoon or other storage? If Yes, i. Purpose of the impoundment: ________________________________________________________________________________ ii. If a water impoundment, the principal source of the water:  Ground water  Surface water streams  Other specify: _________________________________________________________________________________________________________ iii. If other than water, identify the type of impounded/contained liquids and their source. _________________________________________________________________________________________________________ iv. Approximate size of the proposed impoundment. Volume: ____________ million gallons; surface area: ____________ acres v. Dimensions of the proposed dam or impounding structure: ________ height; _______ length vi. Construction method/materials for the proposed dam or impounding structure (e.g., earth fill, rock, wood, concrete): ________________________________________________________________________________________________________ D.2. Project Operations a. Does the proposed action include any excavation, mining, or dredging, during construction, operations, or both?  Yes ✔  No (Not including general site preparation, grading or installation of utilities or foundations where all excavated materials will remain onsite) If Yes: i .What is the purpose of the excavation or dredging? _______________________________________________________________ x Volume (specify tons or cubic yards): ____________________________________________ ii. How much material (including rock, earth, sediments, etc.) is proposed to be removed from the site? D.2. Project Operations a. Does the proposed action include any excavation, mining, or dredging, during construction, operations, or both?  Yes ✔  No (Not including general site preparation, grading or installation of utilities or foundations where all excavated materials will remain onsite) If Yes: i .What is the purpose of the excavation or dredging? _______________________________________________________________ x Volume (specify tons or cubic yards): ____________________________________________ ii. How much material (including rock, earth, sediments, etc.) is proposed to be removed from the site? x Over what duration of time? ____________________________________________________ iii. Describe nature and characteristics of materials to be excavated or dredged, and plans to use, manage or dispose of them. ________________________________________________________________________________________________________ ________________________________________________________________________________________________________ iv. Will there be onsite dewatering or processing of excavated materials?  Yes  No If yes, describe. ___________________________________________________________________________________________ ________________________________________________________________________________________________________ v. What is the total area to be dredged or excavated? _____________________________________acres vi. What is the maximum area to be worked at any one time? _______________________________ acres vii. What would be the maximum depth of excavation or dredging? __________________________ feet viii. Will the excavation require blasting?  Yes  No ix. Summarize site reclamation goals and plan: _____________________________________________________________________ ________________________________________________________________________________________________________ ________________________________________________________________________________________________________ x Over what duration of time? ____________________________________________________ iii. Describe nature and characteristics of materials to be excavated or dredged, and plans to use, manage or dispose of them. ________________________________________________________________________________________________________ ________________________________________________________________________________________________________ iv. Will there be onsite dewatering or processing of excavated materials?  Yes  No If yes, describe. ___________________________________________________________________________________________ ________________________________________________________________________________________________________ v. What is the total area to be dredged or excavated? _____________________________________acres vi. What is the maximum area to be worked at any one time? _______________________________ acres vii. What would be the maximum depth of excavation or dredging? __________________________ feet viii. Will the excavation require blasting?  Yes  No ix. Summarize site reclamation goals and plan: _____________________________________________________________________ ________________________________________________________________________________________________________ ________________________________________________________________________________________________________ b. Would the proposed action cause or result in alteration of, increase or decrease in size of, or encroachment  Yes  No ✔ into any existing wetland, waterbody, shoreline, beach or adjacent area? If Yes: i. Identify the wetland or waterbody which would be affected (by name, water index number, wetland map number or geographic description): Federally ______________________________________________________________________________________________ regulated wetlands occur within the project limits. _________________________________________________________________________________________________________ Page 4 of 13 Page 68 b. Would the proposed action cause or result in alteration of, increase or decrease in size of, or encroachment  Yes  No ✔ into any existing wetland, waterbody, shoreline, beach or adjacent area? If Yes: i. Identify the wetland or waterbody which would be affected (by name, water index number, wetland map number or geographic description): Federally ______________________________________________________________________________________________ regulated wetlands occur within the project limits. _________________________________________________________________________________________________________ Page 4 of 13 Page 68 ii. Describe how the proposed action would affect that waterbody or wetland, e.g. excavation, fill, placement of structures, or alteration of channels, banks and shorelines. Indicate extent of activities, alterations and additions in square feet or acres: Work_________________________________________________________________________________________________________ associated with the PV array involves non-jurisdictional activities such as installation of helical piles. Electrical conduit trenching will also occur in federally regulated wetlands; this activity will not result in the permanent loss of wetlands and is considered a temporary _________________________________________________________________________________________________________ impact._________________________________________________________________________________________________________ _________________________________________________________________________________________________________ iii. Will WKHproposed action cause or result in disturbance to bottom sediments? Yes ✔  No If Yes, describe: __________________________________________________________________________________________ iv. Will WKHproposed action cause or result in the destruction or removal of aquatic vegetation?  Yes ✔  No ii. Describe how the proposed action would affect that waterbody or wetland, e.g. excavation, fill, placement of structures, or alteration of channels, banks and shorelines. Indicate extent of activities, alterations and additions in square feet or acres: Work_________________________________________________________________________________________________________ associated with the PV array involves non-jurisdictional activities such as installation of helical piles. Electrical conduit trenching will also occur in federally regulated wetlands; this activity will not result in the permanent loss of wetlands and is considered a temporary _________________________________________________________________________________________________________ impact._________________________________________________________________________________________________________ _________________________________________________________________________________________________________ iii. Will WKHproposed action cause or result in disturbance to bottom sediments? Yes ✔  No If Yes, describe: __________________________________________________________________________________________ iv. Will WKHproposed action cause or result in the destruction or removal of aquatic vegetation?  Yes ✔  No x aFUHV of DTXDWLFvegetation proposed to be removed ___________________________________________________________ If Yes: x H[SHFWHG acreage of aquatic vegetation remaining after project completion________________________________________ x purpose of proposed removal (e.g. beach clearing, invasive species control, boat access): ____________________________ x proposed method of plant removal: ________________________________________________________________________ ____________________________________________________________________________________________________ x aFUHV of DTXDWLFvegetation proposed to be removed ___________________________________________________________ If Yes: x H[SHFWHG acreage of aquatic vegetation remaining after project completion________________________________________ x purpose of proposed removal (e.g. beach clearing, invasive species control, boat access): ____________________________ x proposed method of plant removal: ________________________________________________________________________ ____________________________________________________________________________________________________ x if chemical/herbicide treatment will be used, specify product(s): _________________________________________________ v. Describe any proposed reclamation/mitigation following disturbance: _________________________________________________ _________________________________________________________________________________________________________ c. Will the proposed action use, or create a new demand for water?  Yes  ✔ No If Yes: i. Total anticipated water usage/demand per day: __________________________ gallons/day ii. Will the proposed action obtain water from an existing public water supply?  Yes  No If Yes: x Name of district or service area: _________________________________________________________________________ x Does the existing public water supply have capacity to serve the proposal?  Yes  No x Is the project site in the existing district?  Yes  No x Is expansion of the district needed?  Yes  No x Do existing lines serve the project site?  Yes  No iii. Will line extension within an existing district be necessary to supply the project?  Yes  No If Yes: x Describe extensions or capacity expansions proposed to serve this project: ________________________________________ x if chemical/herbicide treatment will be used, specify product(s): _________________________________________________ v. Describe any proposed reclamation/mitigation following disturbance: _________________________________________________ _________________________________________________________________________________________________________ c. Will the proposed action use, or create a new demand for water?  Yes  ✔ No If Yes: i. Total anticipated water usage/demand per day: __________________________ gallons/day ii. Will the proposed action obtain water from an existing public water supply?  Yes  No If Yes: x Name of district or service area: _________________________________________________________________________ x Does the existing public water supply have capacity to serve the proposal?  Yes  No x Is the project site in the existing district?  Yes  No x Is expansion of the district needed?  Yes  No x Do existing lines serve the project site?  Yes  No iii. Will line extension within an existing district be necessary to supply the project?  Yes  No If Yes: x Describe extensions or capacity expansions proposed to serve this project: ________________________________________ x Source(s) of supply for the district: ________________________________________________________________________ ____________________________________________________________________________________________________ iv. Is a new water supply district or service area proposed to be formed to serve the project site?  Yes  No If, Yes: x Applicant/sponsor for new district: ________________________________________________________________________ x Date application submitted or anticipated: __________________________________________________________________ x Proposed source(s) of supply for new district: _______________________________________________________________ v. If a public water supply will not be used, describe plans to provide water supply for the project: ___________________________ _________________________________________________________________________________________________________ vi. If water supply will be from wells (public or private), ZKDWLVWKHmaximum pumping capacity: _______ gallons/minute. d. Will the proposed action generate liquid wastes?  Yes ✔  No If Yes: i. Total anticipated liquid waste generation per day: _______________ gallons/day ii. Nature of liquid wastes to be generated (e.g., sanitary wastewater, industrial; if combination, describe all components and approximate volumes or proportions of each): __________________________________________________________________ _________________________________________________________________________________________________________ _________________________________________________________________________________________________________ iii. Will the proposed action use any existing public wastewater treatment facilities?  Yes  No x Source(s) of supply for the district: ________________________________________________________________________ ____________________________________________________________________________________________________ iv. Is a new water supply district or service area proposed to be formed to serve the project site?  Yes  No If, Yes: x Applicant/sponsor for new district: ________________________________________________________________________ x Date application submitted or anticipated: __________________________________________________________________ x Proposed source(s) of supply for new district: _______________________________________________________________ v. If a public water supply will not be used, describe plans to provide water supply for the project: ___________________________ _________________________________________________________________________________________________________ vi. If water supply will be from wells (public or private), ZKDWLVWKHmaximum pumping capacity: _______ gallons/minute. d. Will the proposed action generate liquid wastes?  Yes ✔  No If Yes: i. Total anticipated liquid waste generation per day: _______________ gallons/day ii. Nature of liquid wastes to be generated (e.g., sanitary wastewater, industrial; if combination, describe all components and approximate volumes or proportions of each): __________________________________________________________________ _________________________________________________________________________________________________________ _________________________________________________________________________________________________________ iii. Will the proposed action use any existing public wastewater treatment facilities?  Yes  No x If Yes: x Name of wastewater treatment plant to be used: _____________________________________________________________ x Name of district: ______________________________________________________________________________________ x Does the existing wastewater treatment plant have capacity to serve the project?  Yes  No x Is the project site in the existing district?  Yes  No Is expansion of the district needed?  Yes  No Page 5 of 13 Page 69 x x Do existing sewer lines serve the project site?  Yes  No Will Dline extension within an existing district be necessary to serve the project?  Yes  No x Describe extensions or capacity expansions proposed to serve this project: ____________________________________ If Yes: x If Yes: x Name of wastewater treatment plant to be used: _____________________________________________________________ x Name of district: ______________________________________________________________________________________ x Does the existing wastewater treatment plant have capacity to serve the project?  Yes  No x Is the project site in the existing district?  Yes  No Is expansion of the district needed?  Yes  No Page 5 of 13 Page 69 x x Do existing sewer lines serve the project site?  Yes  No Will Dline extension within an existing district be necessary to serve the project?  Yes  No x Describe extensions or capacity expansions proposed to serve this project: ____________________________________ If Yes: ____________________________________________________________________________________________________ ____________________________________________________________________________________________________ iv. Will a new wastewater (sewage) treatment district be formed to serve the project site?  Yes  No x If Yes: x Applicant/sponsor for new district: ____________________________________________________________________ ____________________________________________________________________________________________________ ____________________________________________________________________________________________________ iv. Will a new wastewater (sewage) treatment district be formed to serve the project site?  Yes  No x If Yes: x Applicant/sponsor for new district: ____________________________________________________________________ x Date application submitted or anticipated: _______________________________________________________________ What is the receiving water for the wastewater discharge? __________________________________________________ v. If public facilities will not be used, describe plans to provide wastewater treatment for the project, including specifying proposed receiving water (name and classification if surface discharge or describe subsurface disposal plans): ________________________________________________________________________________________________________ ________________________________________________________________________________________________________ vi. Describe any plans or designs to capture, recycle or reuse liquid waste: _______________________________________________ ________________________________________________________________________________________________________ ________________________________________________________________________________________________________ x Date application submitted or anticipated: _______________________________________________________________ What is the receiving water for the wastewater discharge? __________________________________________________ v. If public facilities will not be used, describe plans to provide wastewater treatment for the project, including specifying proposed receiving water (name and classification if surface discharge or describe subsurface disposal plans): ________________________________________________________________________________________________________ ________________________________________________________________________________________________________ vi. Describe any plans or designs to capture, recycle or reuse liquid waste: _______________________________________________ ________________________________________________________________________________________________________ ________________________________________________________________________________________________________ e. Will the proposed action disturb more than one acre and create stormwater runoff, either from new point  Yes  No ✔ sources (i.e. ditches, pipes, swales, curbs, gutters or other concentrated flows of stormwater) or non-point source (i.e. sheet flow) during construction or post construction? If Yes: i. How much impervious surface will the project create in relation to total size of project parcel? _____ Square feet or _____ 0.3 acres (impervious surface) _____ Square feet or _____ 55.27 acres (parcel size) ii. Describe types of new point sources.Not applicable __________________________________________________________________________ _________________________________________________________________________________________________________ iii. Where will the stormwater runoff be directed (i.e. on-site stormwater management facility/structures, adjacent properties, groundwater, on-site surface water or off-site surface waters)? ________________________________________________________________________________________________________ Stormwater will be directed to on-site water and drainage ways. e. Will the proposed action disturb more than one acre and create stormwater runoff, either from new point  Yes  No ✔ sources (i.e. ditches, pipes, swales, curbs, gutters or other concentrated flows of stormwater) or non-point source (i.e. sheet flow) during construction or post construction? If Yes: i. How much impervious surface will the project create in relation to total size of project parcel? _____ Square feet or _____ 0.3 acres (impervious surface) _____ Square feet or _____ 55.27 acres (parcel size) ii. Describe types of new point sources.Not applicable __________________________________________________________________________ _________________________________________________________________________________________________________ iii. Where will the stormwater runoff be directed (i.e. on-site stormwater management facility/structures, adjacent properties, groundwater, on-site surface water or off-site surface waters)? ________________________________________________________________________________________________________ Stormwater will be directed to on-site water and drainage ways. x If to surface waters, identify receiving water bodies or wetlands: ________________________________________________ ________________________________________________________________________________________________________ Unnamed tributaries to Beaver Lake ____________________________________________________________________________________________________ x If to surface waters, identify receiving water bodies or wetlands: ________________________________________________ ________________________________________________________________________________________________________ Unnamed tributaries to Beaver Lake ____________________________________________________________________________________________________ x Will stormwater runoff flow to adjacent properties? ____________________________________________________________________________________________________  Yes ✔ No iv. Does WKHproposed plan minimize impervious surfaces, use pervious materials or collect and re-use stormwater? ✔  Yes  No f. Does the proposed action include, or will it use on-site, one or more sources of air emissions, including fuel  Yes  No ✔ combustion, waste incineration, or other processes or operations? If Yes, identify: i. Mobile sources during project operations (e.g., heavy equipment, fleet or delivery vehicles) Heavy_________________________________________________________________________________________________________ equipment ii. Stationary sources during construction (e.g., power generation, structural heating, batch plant, crushers) ________________________________________________________________________________________________________ Not applicable iii. Stationary sources during operations (e.g., process emissions, large boilers, electric generation) ________________________________________________________________________________________________________ Not applicable g. Will any air emission sources named in D.2.f (above), require a NY State Air Registration, Air Facility Permit,  Yes ✔  No or Federal Clean Air Act Title IV or Title V Permit? If Yes: i. Is the project site located in an Air quality non-attainment area? (Area routinely or periodically fails to meet  Yes  No ambient air quality standards for all or some parts of the year) x Will stormwater runoff flow to adjacent properties? ____________________________________________________________________________________________________  Yes ✔ No iv. Does WKHproposed plan minimize impervious surfaces, use pervious materials or collect and re-use stormwater? ✔  Yes  No f. Does the proposed action include, or will it use on-site, one or more sources of air emissions, including fuel  Yes  No ✔ combustion, waste incineration, or other processes or operations? If Yes, identify: i. Mobile sources during project operations (e.g., heavy equipment, fleet or delivery vehicles) Heavy_________________________________________________________________________________________________________ equipment ii. Stationary sources during construction (e.g., power generation, structural heating, batch plant, crushers) ________________________________________________________________________________________________________ Not applicable iii. Stationary sources during operations (e.g., process emissions, large boilers, electric generation) ________________________________________________________________________________________________________ Not applicable g. Will any air emission sources named in D.2.f (above), require a NY State Air Registration, Air Facility Permit,  Yes ✔  No or Federal Clean Air Act Title IV or Title V Permit? If Yes: i. Is the project site located in an Air quality non-attainment area? (Area routinely or periodically fails to meet  Yes  No ambient air quality standards for all or some parts of the year) x ___________Tons/year (VKRUWWRQV) of Carbon Dioxide (CO2) ii. In addition to emissions as calculated in the application, the project will generate: x ___________Tons/year (VKRUWWRQV) of Nitrous Oxide (N22) x ___________Tons/year (VKRUWWRQV) of Perfluorocarbons (PFCs) x ___________Tons/year (VKRUWWRQV) of Sulfur Hexafluoride (SF6) x ___________Tons/year (VKRUWWRQV) of Carbon Dioxide equivalent of HydrofloXrocarbons (H)&V) x ___________Tons/year (VKRUWWRQV) of Hazardous Air Pollutants (HAPs) Page 6 of 13 Page 70 x ___________Tons/year (VKRUWWRQV) of Carbon Dioxide (CO2) ii. In addition to emissions as calculated in the application, the project will generate: x ___________Tons/year (VKRUWWRQV) of Nitrous Oxide (N22) x ___________Tons/year (VKRUWWRQV) of Perfluorocarbons (PFCs) x ___________Tons/year (VKRUWWRQV) of Sulfur Hexafluoride (SF6) x ___________Tons/year (VKRUWWRQV) of Carbon Dioxide equivalent of HydrofloXrocarbons (H)&V) x ___________Tons/year (VKRUWWRQV) of Hazardous Air Pollutants (HAPs) Page 6 of 13 Page 70 h. Will the proposed action generate or emit methane (including, but not limited to, sewage treatment plants,  Yes ✔ No landfills, composting facilities)? If Yes: i. Estimate methane generation in tons/year (metric): ________________________________________________________________ ii. Describe any methane capture, control or elimination measures included in project design (e.g., combustion to generate heat or electricity, flaring): ________________________________________________________________________________________ _________________________________________________________________________________________________________ i. Will the proposed action result in the release of air pollutants from open-air operations or processes, such as  Yes ✔  No quarry or landfill operations? If Yes: Describe operations and nature of emissions (e.g., diesel exhaust, rock particulates/dust): _________________________________________________________________________________________________________ _________________________________________________________________________________________________________ h. Will the proposed action generate or emit methane (including, but not limited to, sewage treatment plants,  Yes ✔ No landfills, composting facilities)? If Yes: i. Estimate methane generation in tons/year (metric): ________________________________________________________________ ii. Describe any methane capture, control or elimination measures included in project design (e.g., combustion to generate heat or electricity, flaring): ________________________________________________________________________________________ _________________________________________________________________________________________________________ i. Will the proposed action result in the release of air pollutants from open-air operations or processes, such as  Yes ✔  No quarry or landfill operations? If Yes: Describe operations and nature of emissions (e.g., diesel exhaust, rock particulates/dust): _________________________________________________________________________________________________________ _________________________________________________________________________________________________________ j. Will the proposed action result in a substantial increase in traffic above present levels or generate substantial  Yes ✔  No new demand for transportation facilities or services? If Yes: i. When is the peak traffic expected (Check all that apply): † Morning † Evening †Weekend † Randomly between hours of __________ to ________. ii. For commercial activities only, projected number of truck trips/dayDQGW\SH HJVHPLWUDLOHUVDQGGXPSWUXFNV BBBBBBBBBBBBB BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB LLL Parking spaces: Existing _____________BBBBBBProposed ___________ Net increase/decrease _____________BBBBBBBB LY 'RHVWKHSURSRVHGDFWLRQLQFOXGHDQ\VKDUHGXVHSDUNLQJ"6 feet b. Are there bedrock outcroppings on the project site?  Yes ✔  No If Yes, what proportion of the site is comprised of bedrock outcroppings? __________________% c. Predominant soil type(s) present on project site: ___________________________ Bombay loam __________% 59.3 ___________________________ Madrid loam __________% 10.2 ____________________________ Hilton loam __________% 10.3 E.2. Natural Resources On or Near Project Site a. What is the average depth to bedrock on the project site? ________________ >6 feet b. Are there bedrock outcroppings on the project site?  Yes ✔  No If Yes, what proportion of the site is comprised of bedrock outcroppings? __________________% c. Predominant soil type(s) present on project site: ___________________________ Bombay loam __________% 59.3 ___________________________ Madrid loam __________% 10.2 ____________________________ Hilton loam __________% 10.3 d. What is the average depth to the water table on the project site? Average: _________ 1.5-2 feet  Well Drained: e. Drainage status of project site soils: ✔ _____% 12.4 of Vite  Moderately Well Drained: ✔ _____% 79.8 of site  Poorly Drained ✔ _____% 7.8 of Vite  0-10%: f. Approximate proportion of proposed action site with slopes: ✔ _____% 23.4 of site  10-15%: ✔ _____% 76.6 of site  15% or greater: _____% of site g. Are there any unique geologic features on the project site?  Yes ✔  No If Yes, describe: _____________________________________________________________________________________________ ________________________________________________________________________________________________________ h. Surface water features. i. Does any portion of the project site contain wetlands or other waterbodies (including streams, rivers,  Yes ✔  No ponds or lakes)? ii. Do any wetlands or other waterbodies adjoin the project site?  Yes  No ✔ If Yes to either i or ii, continue. If No, skip to E.2.i. iii. Are any of the wetlands or waterbodies within or adjoining the project site regulated by any federal, ✔  Yes  No state or local agency? d. What is the average depth to the water table on the project site? Average: _________ 1.5-2 feet  Well Drained: e. Drainage status of project site soils: ✔ _____% 12.4 of Vite  Moderately Well Drained: ✔ _____% 79.8 of site  Poorly Drained ✔ _____% 7.8 of Vite  0-10%: f. Approximate proportion of proposed action site with slopes: ✔ _____% 23.4 of site  10-15%: ✔ _____% 76.6 of site  15% or greater: _____% of site g. Are there any unique geologic features on the project site?  Yes ✔  No If Yes, describe: _____________________________________________________________________________________________ ________________________________________________________________________________________________________ h. Surface water features. i. Does any portion of the project site contain wetlands or other waterbodies (including streams, rivers,  Yes ✔  No ponds or lakes)? ii. Do any wetlands or other waterbodies adjoin the project site?  Yes  No ✔ If Yes to either i or ii, continue. If No, skip to E.2.i. iii. Are any of the wetlands or waterbodies within or adjoining the project site regulated by any federal, ✔  Yes  No state or local agency? x Streams: iv. For each identified UHJXODWHGwetland and waterbody on the project site, provide the following information Name ____________________________________________ Classification _______________________ ‡ Lakes or Ponds: Name ____________________________________________ Classification _______________________ t Wetlands: Name ____________________________________________ Freshwater Forested/Shrub Wetland PFO1/SS1E Approximate Size ___________________ 7.50 ‡ Wetland No. (if regulated by DEC) _____________________________ v. Are any of the above water bodies listed in the most recent compilation of NYS water quality-impaired  Yes  ✔ No waterbodies? If yes, name of impaired water body/bodies and basis for listing as impaired: _____________________________________________ ___________________________________________________________________________________________________________ i. Is the project site in a designatedFloodway?  Yes ✔  No j. Is the project site in the 100year Floodplain?  Yes ✔  No k. Is the project site in the 500year Floodplain?  Yes ✔  No l. Is the project site located over, or immediately adjoining, a primary, principal or sole source aquifer?  Yes  No ✔ If Yes: i. Name of aquifer: Principal Aquifer, Primary Aquifer _________________________________________________________________________________________ x Streams: iv. For each identified UHJXODWHGwetland and waterbody on the project site, provide the following information Name ____________________________________________ Classification _______________________ ‡ Lakes or Ponds: Name ____________________________________________ Classification _______________________ t Wetlands: Name ____________________________________________ Freshwater Forested/Shrub Wetland PFO1/SS1E Approximate Size ___________________ 7.50 ‡ Wetland No. (if regulated by DEC) _____________________________ v. Are any of the above water bodies listed in the most recent compilation of NYS water quality-impaired  Yes  ✔ No waterbodies? If yes, name of impaired water body/bodies and basis for listing as impaired: _____________________________________________ ___________________________________________________________________________________________________________ i. Is the project site in a designatedFloodway?  Yes ✔  No j. Is the project site in the 100year Floodplain?  Yes ✔  No k. Is the project site in the 500year Floodplain?  Yes ✔  No l. Is the project site located over, or immediately adjoining, a primary, principal or sole source aquifer?  Yes  No ✔ If Yes: i. Name of aquifer: Principal Aquifer, Primary Aquifer _________________________________________________________________________________________ Page 11 of 13 Page 75 m. Identify the predominant wildlife species that occupy or use the project site: ______________________________ ______________________________ White-footed mouse _______________________________ Meadow vole Whitetail deer ______________________________ ______________________________ Red-tailed hawk _______________________________ Eastern wild turkey ______________________________ n. Does the project site contain a designated significant natural community?  Yes ✔  No If Yes: i. Describe the habitat/community (composition, function, and basis for designation): _____________________________________ ________________________________________________________________________________________________________ ii. Source(s) of description or evaluation: ________________________________________________________________________ x Currently: iii. Extent of community/habitat: Page 11 of 13 Page 75 m. Identify the predominant wildlife species that occupy or use the project site: ______________________________ ______________________________ White-footed mouse _______________________________ Meadow vole Whitetail deer ______________________________ ______________________________ Red-tailed hawk _______________________________ Eastern wild turkey ______________________________ n. Does the project site contain a designated significant natural community?  Yes ✔  No If Yes: i. Describe the habitat/community (composition, function, and basis for designation): _____________________________________ ________________________________________________________________________________________________________ ii. Source(s) of description or evaluation: ________________________________________________________________________ x Currently: iii. Extent of community/habitat: x Following completion of project as proposed: _____________________ acres ______________________ acres x Gain or loss (indicate + or -): ______________________ acres o. Does project site contain any species of plant or animal that is listed by the federal government or NYS as ✔ Yes  No endangered or threatened, or does it contain any areas identified as habitat for an endangered or threatened species? ,I