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HomeMy WebLinkAboutZBAA-24-18 Materials 3 Exibit K-XEXHIBIT K Full Environmental Assessment Form Part I - 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 I 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 C requires the name and signature of the applicant or project sponsor to verify that the information contained in Part 1 is accurate and complete. A. Project and Applicant/Sponsor Information. Name of Action or Project: Bell Atlantic Mobile Systems LLC, d/b/a Verizon Wireless - Unmanned Wireless Communications Facility - "Sunny View" Project Location (describe, and attach a general location map): 111 Wiedmaier Ct, Ithaca, New York 14850 Brief Description of Proposed Action (include purpose or need): Bell Atlantic Mobile Systems LLC, d/b/a Verizon Wireless ("Verizon Wireless" or "Applicant") proposes the installation of an unmanned wireless communications facility located on the existing property. Said property being located on Wiedmaier Ct 0.06 miles Southeast of Burns Road. Access to the proposed facility will originate from Wiedmaier Ct improving existing gravel driveway. In general, the installation will consist of the following: an 134' tall monopole (138' including 4' lightning rod), nine (9) antennas and related equipment to be mounted to the tower at a center -line height of 130', cellular and utility equipment at grade in a proposed 50'x50' fenced compound. The project also include the installation of power and fiber utilities to service the facility. Name of Applicant/Sponsor: Telephone: (585) 313-3027 Bell Atlantic Mobile Systems LLC, d/b/a Verizon Wireless; attn: Lindsay Beckwith E-Mail: lindsay.beckwith@verizanwireless.com Address: 1275 John Street, Suite 100 City/PO: West Henrietta State: NY Zip Code: 14586 Project Contact (if not same as sponsor; give name and title/role): Telephone: (585) 263-1000 Nixon Peabody, LLP; attn: Robert W. Burgdorf, Esq. E-Mail: rburgdorf@nixonpeabody.com Address: 1300 Clinton Square City/PO: State: Zip Code: Rochester NY 14604 Property Owner (if not same as sponsor): Telephone: S Roberts WC Land LLC E-Mail: Address: 111 Wiedmaier Ct City/PO: Ithaca State: NY Zip Code:14150 Page 1 of 13 FEAF 2019 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 Council, Town Board, ❑Yes❑No or Village Board of Trustees b. City, Town or Village mYes❑No Planning Board - Special Use Permit & Site Plan TBD Planning Board or Commission Approval c. City, Town or mYes❑No Board of Appeals - Area Variance TBD Village Zoning Board of Appeals d. Other local agencies mYes❑No Building Department- Building Permit TBD e. County agencies ❑Yes❑No f. Regional agencies ❑Yes❑No g. State agencies ❑Yes❑No h. Federal agencies ❑Yes❑No i. Coastal Resources. i. Is the project site within a Coastal Area, or the waterfront area of a Designated Inland Waterway? ©Yes 0No ii. Is the project site located in a community with an approved Local Waterfront Revitalization Program? ❑ YesVINo ffi. Is the project site within a Coastal Erosion Hazard Area? [] YesmNo C. Planning and Zoning C.I. Planning and zoning actions. Will administrative or legislative adoption, or amendment of plan, local law, ordinance, rule or regulation be the only approval(s) which must be granted to enable the proposed action to proceed? • If Yes, complete sections C, F and G. • If No, proceed to question C.2 and complete all remaining sections and questions in Part 1 ❑ Yes ®No C.2. Adopted land use plans. a. Do any municipally- adopted (city, town, village or county) comprehensive land use plan(s) include the site where the proposed action would be located? If Yes, does the comprehensive plan include specific recommendations for the site where the proposed action would be located? ®Yes ❑ No ❑ Yes®No b. Is the site of the proposed action within any local or regional special planning district (for example: Greenway; 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): ❑Yesw]No Page 2 of 13 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 class if cation(s) including any applicable overlay district? Medium Density Residential MDR & Conservation C 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? CA. Existing community services. a. In what school district is the project site located? Ithaca City school District b. What police or other public protection forces serve the project site? Tom kins County Sheriff c. Which fire protection and emergency medical services serve the project site? Ithaca Fire Department Station 2 d. What parks serve the project site? Eastern Heights Park Tudor Park Hun erford Heights Park 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)? Unmanned telecommunications facility b. a. Total acreage of the site of the proposed action? 12.34 acres b. Total acreage to be physically disturbed? 0.28 acres c. Total acreage (project site and any contiguous properties) owned or controlled by the applicant or project sponsor? 0.13 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) ii. Is a cluster/conservation layout proposed? ❑Yes ❑No iii. Number of lots proposed? iv. Minimum and maximum proposed lot sizes? Minimum Maximum e. Will the proposed action be constructed in multiple phases? ❑ Yes®No i. If No, anticipated period of construction: 2 months ii. If Yes: • Total number of phases anticipated • Anticipated commencement date of phase 1 (including demolition) month year + Anticipated completion date of final phase month _ year + Generally describe connections or relationships among phases, including any contingencies where progress of one phase may determine timing or duration of future phases: Page 3 of 13 £ 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 1 _(tower) ii. Dimensions (in feet) of largest proposed structure: 138' height; 5' width; and length iii. Approximate extent of building space to be heated or cooled: o 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): D.2. Project Operations a. Does the proposed action include any excavation, mining, or dredging, during construction, operations, or both? Yes2]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? ii. How much material (including rock, earth, sediments, etc.) is proposed to be removed from the site? • Volume (specify tons or cubic yards): • 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 viL 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 ❑YesZNo 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): Page 4 of 13 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: iii. Will the proposed action cause or result in disturbance to bottom sediments? ❑Yes ❑No If Yes, describe: iv. Will the proposed action cause or result in the destruction or removal of aquatic vegetation? ❑ Yes❑No If Yes: • acres of aquatic vegetation proposed to be removed: • expected acreage of aquatic vegetation remaining after project.completion: • purpose of proposed removal (e.g. beach clearing, invasive species control, boat access): • proposed method of plant removal: • 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 ONo If Yes: i. Total anticipated water usage/demand per day: gallons/day U. Will the proposed action obtain water from an existing public water supply? ❑Yes ❑hlo If Yes: • Name of district or service area: • Does the existing public water supply have capacity to serve the proposal? ❑ Yes❑ No • Is the project site in the existing district? ❑Yes❑No • Is expansion of the district needed? ❑ Yes❑ No • Do existing lines serve the project site? ❑ Yes ❑No iii. Will line extension within an existing district be necessary to supply the project? ❑Yes ONO If Yes: • Describe extensions or capacity expansions proposed to serve this project: • 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: • Applicant/sponsor for new district: • Date application submitted or anticipated: • 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), what is the maximum 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 If Yes: • Name of wastewater treatment plant to be used: • Name of district: • Does the existing wastewater treatment plant have capacity to serve the project? ❑Yes ❑No • Is the project site in the existing district? ❑Yes ❑No • Is expansion of the district needed? ❑Yes ❑No Page 5 of 13 • Do existing sewer lines serve the project site? ❑Yes❑No • Will a line extension within an existing district be necessary to serve the project? ❑Yes ❑No If Yes: • Describe extensions or capacity expansions proposed to serve this project: iv. Will a new wastewater (sewage) treatment district be formed to serve the project site? ❑ Yes ❑No If Yes: • Applicant/sponsor for new district: • 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 acres (impervious surface) Square feet or acres (parcel size) ii. Describe types of new point sources. 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)? • If to surface waters, identify receiving water bodies or wetlands: • Will stormwater runoff flow to adjacent properties? ❑ Yes[--] No iv. Does the proposed plan minimize impervious surfaces, use pervious materials or collect and re -use stormwater? ❑ Yes El 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) NIA ii. Stationary sources during construction (e.g., power generation, structural heating, batch plant, crushers) Construction equipment iii. Stationary sources during operations (e.g., process emissions, large boilers, electric generation) Backup generator 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 ambient air quality standards for all or some parts of the year) ❑Yes ❑No ii. In addition to emissions as calculated in the application, the project will generate: • Tons/year (short tons) of Carbon Dioxide (CO2) • Tons/year (short tons) of Nitrous Oxide (N20) • Tons/year (short tons) of Perfluorocarbons (PFCs) • Tons/year (short tons) of Sulfur Hexafluoride (SF6) • Tons/year (short tons) of Carbon Dioxide equivalent of Hydroflourocarbons (HFCs) • Tons/year (short tons) of Hazardous Air Pollutants (HAPs) Page 6 of 13 h. Will the proposed action generate or emit methane (including, but not limited to, sewage treatment plants, ❑Yes®No landfills, composting facilities)? If Yes: L 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/day and type (e.g., semi trailers and dump trucks): iii. Parking spaces: Existing Proposed Net increase/decrease iv. Does the proposed action include any shared use parking? ❑Yes❑No V. If the proposed action includes any modification of existing roads, creation of new roads or change in existing access, describe: vi. Are public/private transportation service(s) or facilities available within %2 mile of the proposed site? vii Will the proposed action include access to public transportation or accommodations for use of hybrid, electric ❑Yes❑No ❑Yes❑No or other alternative fueled vehicles? viii. Will the proposed action include plans for pedestrian or bicycle accommodations for connections to existing ❑Yes❑No pedestrian or bicycle routes? k. Will the proposed action (for commercial or industrial projects only) generate new or additional demand ®Yes❑No for energy? If Yes: i. Estimate annual electricity demand during operation of the proposed action: Minimal increase in electrical power usage as necessary to operate the facility. ii. Anticipated sources/suppliers of electricity for the project (e.g., on -site combustion, on -site renewable, via grid/local utility, or other): Local utility iii. Will the proposed action require a new, or an upgrade, to an existing substation? ❑Yes®No 1. Hours of operation. Answer all items which apply. i. During Construction: ii. During Operations: • Monday - Friday: 8arn - 5pm • Monday - Friday: 24 hours • Saturday: • Saturday: 24 hours • Sunday: • Sunday: 24 hours • Holidays: . Holidays: 24 hours Page 7 of 13 m. Will the proposed action produce noise that will exceed existing ambient noise levels during construction, m Yes ❑No operation, or both? If yes: i. Provide details including sources, time of day and duration: During construction noise associated with the operation of construction equipment. During operation, noise associated with the operation of backup generator. ii. Will the proposed action remove existing natural barriers that could act as a noise barrier or screen? Describe: ❑ Yes ®No n. Will the proposed action have outdoor lighting? ®Yes ❑No If yes: L Describe source(s), location(s), height of fixture(s), direction/aim, and proximity to nearest occupied structures: One 1 switch operated LED light fixture attached to the h-frame at grade, designed to illuminate the area in and around the Verizon equipment only. ii. Will proposed action remove existing natural barriers that could act as a light barrier or screen? Describe: ❑ Yes ®No o. Does the proposed action have the potential to produce odors for more than one hour per day? If Yes, describe possible sources, potential frequency and duration of odor emissions, and proximity to nearest occupied structures: ❑ Yes ®No p. Will the proposed action include any bulk storage of petroleum (combined capacity of over 1,100 gallons) or chemical products 185 gallons in above ground storage or any amount in underground storage? If Yes: i. Product(s) to be stored ii. Volume(s) per unit time (e.g., month, year) M. Generally, describe the proposed storage facilities: ❑ Yes ®No q. Will the proposed action (commercial, industrial and recreational projects only) use pesticides (i.e., herbicides, insecticides) during construction or operation? If Yes: L Describe proposed treatment(s): ❑ Yes ®No ii. Will the proposed action use Integrated Pest Management Practices? ❑ Yes []No r. Will the proposed action (commercial or industrial projects only) involve or require the management or disposal of solid waste (excluding hazardous materials)? If Yes: i. Describe any solid waste(s) to be generated during construction or operation of the facility: • Construction: tons per (unit of time) • Operation : tons per (unit of time) ii. Describe any proposals for on -site minimization, recycling or reuse of materials to avoid disposal as solid waste: • Construction: ❑ Yes ®No • Operation: iii. Proposed disposal methods/facilities for solid waste generated on -site: • Construction: • Operation: Page 8 of 13 s. Does the proposed action include construction or modification of a solid waste management facility? ❑ Yes ® No If Yes: i. Type of management or handling of waste proposed for the site (e.g., recycling or transfer station, composting, landfill, or other disposal activities): ii. Anticipated rate of disposal/processing: • Tons/month, if transfer or other non-combustion/thermal treatment, or • Tons/hour, if combustion or thermal treatment M. If landfill, anticipated site life: years t. Will the proposed action at the site involve the commercial generation, treatment, storage, or disposal of hazardous ❑Yes ®No waste? If Yes: i. Name(s) of all hazardous wastes or constituents to be generated, handled or managed at facility: ii. Generally describe processes or activities involving hazardous wastes or constituents: iii. Specify amount to be handled or generated tons/month iv. Describe any proposals for on -site minimization, recycling or reuse of hazardous constituents: v. Will any hazardous wastes be disposed at an existing offsite hazardous waste facility? ❑Yes❑No If Yes: provide name and location of facility: If No: describe proposed management of any hazardous wastes which will not be sent to a hazardous waste facility: E. Site and Setting of Proposed Action E.1. Land uses on and surrounding the project site a. Existing land uses. i. Check all uses that occur on, adjoining and near the project site. ❑ Urban ❑ Industrial ❑ Commercial ® Residential (suburban) ® Rural (non -farm) ® Forest ❑ Agriculture ❑ Aquatic ❑ Other (specify): ii. If mix of uses, generally describe: b. Land uses and covertypes on the project site. Land use or Covertype Current Acreage Acreage After Project Completion Change (Acres +/-) • Roads, buildings, and other paved or impervious surfaces 0.50 0.50 0.0 • Forested 9.26 9.26 0.0 • Meadows, grasslands or brushlands (non- agricultural, including abandoned agricultural) 2.58 2.58 0 0 • Agricultural (includes active orchards, field, greenhouse etc.) • Surface water features (lakes, ponds, streams, rivers, etc.) • Wetlands (freshwater or tidal) • Non -vegetated (bare rock, earth or fill) • Other Describe: I Page 9 of 13 c. Is the project site presently used by members of the community for public recreation? ❑YesONo i. If Yes: explain: d. Are there any facilities serving children, the elderly, people with disabilities (e.g., schools, hospitals, licensed ❑Yes®No day care centers, or group homes) within 1500 feet of the project site? If Yes, i. Identify Facilities: e. Does the project site contain an existing dam? ❑Yes®No If Yes: i. Dimensions of the dam and impoundment: • Dam height: feet • Dam length: feet • Surface area: acres • Volume impounded: gallons OR acre-feet ii. Dam's existing hazard classification: W. Provide date and summarize results of last inspection: £ Has the project site ever been used as a municipal, commercial or industrial solid waste management facility, ❑Yes®No or does the project site adjoin property which is now, or was at one time, used as a solid waste management facility? If Yes: L Has the facility been formally closed? ❑Yes❑ No • If yes, cite sources/documentation: ii. Describe the location of the project site relative to the boundaries of the solid waste management facility: iii. Describe any development constraints due to the prior solid waste activities: g. Have hazardous wastes been generated, treated and/or disposed of at the site, or does the project site adjoin ❑Yes®No property which is now or was at one time used to commercially treat, store and/or dispose of hazardous waste? If Yes: i. Describe waste(s) handled and waste management activities, including approximate time when activities occurred: h. Potential contamination history. Has there been a reported spill at the proposed project site, or have any ❑Ycs® No remedial actions been conducted at or adjacent to the proposed site? If Yes: i. Is any portion of the site listed on the NYSDEC Spills Incidents database or Environmental Site ❑Yes❑No Remediation database? Check all that apply: ❑ Yes — Spills Incidents database Provide DEC ID number(s): ❑ Yes — Environmental Site Remediation database Provide DEC ID number(s): ❑ Neither database ii. If site has been subject of RCRA corrective activities, describe control measures: W. Is the project within 2000 feet of any site in the NYSDEC Environmental Site Remediation database? ❑Yes❑No If yes, provide DEC ID number(s): iv. If yes to (i), (ii) or (iii) above, describe current status of site(s): Page 10 of 13 v. Is the project site subject to an institutional control limiting property uses? ❑YesElNo • If yes, DEC site ID number: I • Describe the type of institutional control (e.g., deed restriction or easement): • Describe any use limitations: • Describe any engineering controls: • Will the project affect the institutional or engineering controls in place? ❑ Yes❑No • Explain: E.2. Natural Resources On or Near Project Site a. What is the average depth to bedrock on the project site? 7+ feet b. Are there bedrock outcroppings on the project site? ❑YesmNo If Yes, what proportion of the site is comprised of bedrock outcroppings? % c. Predominant soil type(s) present on project site: HsC3 84.3 % HzE 15.7 % d. What is the average depth to the water table on the project site? Average: feet e. Drainage status of project site soils:❑ Well Drained: % of site ® Moderately Well Drained: 100 % of site ❑ Poorly Drained % of site f. Approximate proportion of proposed action site with slopes: ® 0-10%: 100 % of site ❑ 10-15%: % of site ❑ 15% or greater: % of site g. Are there any unique geologic features on the project site? 0YcsZNo If Yes, describe: h. Surface water features. i. Does any portion of the project site contain wetlands or other waterbodies (including streams, rivers, ❑YesmNo ponds or lakes)? ii. Do any wetlands or other waterbodies adjoin the project site? ❑YesmNo If Yes to either i or fi, continue. If No, skip to E.21 iii. Are any of the wetlands or waterbodies within or adjoining the project site regulated by any federal, ❑Yes®No state or local agency? iv. For each identified regulated wetland and waterbody on the project site, provide the following information: • Streams: Name Classification • Lakes or Ponds: Name Classification • Wetlands: Name Approximate Size • Wetland No. (if regulated by DEC) v. Are any of the above water bodies listed in the most recent compilation of NYS water duality -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 designated Floodway? ❑Yes ®No j. Is the project site in the 100-year Floodplain? ❑Yes oNo k, Is the project site in the 500-year Floodplain? ❑YesmNo t. Is the project site located over, or immediately adjoining, a primary, principal or sole source aquifer? mYes❑No If Yes: i. Name of aquifer: Principal Aquifer Page 11 of 13 m. Identify the predominant wildlife species that occupy or use the project site: Rabbits Squirrels Skunks Chipmunks oppossums Foxes Birds Raccoons Deer n. Does the project site contain a designated significant natural community? El Yes [Z]No If Yes: i. Describe the habitat/community (composition, function, and basis for designation): U. Source(s) of description or evaluation: iii. Extent of community/habitat: • Currently: acres • Following completion of project as proposed: acres • 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[Z]No endangered or threatened, or does it contain any areas identified as habitat for an endangered or threatened species? If Yes: i. Species and listing (endangered or threatened): p. Does the project site contain any species of plant or animal that is listed by NYS as rare, or as a species of ❑YesmNo special concern? If Yes: i. Species and listing: d. Is the project site or adjoining area currently used for hunting, trapping, fishing or shell fishing? ❑YesmNo If yes, give a brief description of how the proposed action may affect that use: E.3. Designated Public Resources On or Near Project Site a. Is the project site, or any portion of it, located in a designated agricultural district certified pursuant to ❑YesmNo Agriculture and Markets Law, Article 25-AA, Section 303 and 304? If Yes, provide county plus district name/number: b. Are agricultural lands consisting of highly productive soils present? ❑YesmNo i. If Yes: acreage(s) on project site? H. Source(s) of soil rating(s): c. Does the project site contain all or part of, or is it substantially contiguous to, a registered National ❑YesmNo Natural Landmark? If Yes: i. Nature of the natural landmark: ❑ Biological Community ❑ Geological Feature E Provide brief description of landmark, including values behind designation and approximate size/extent: d. Is the project site located in or does it adjoin a state listed Critical Environmental Area? ❑YesmNo If Yes: i. CEA name: ii. Basis for designation: iii. Designating agency and date: Page 12 of 13 e. Does the project site contain, or is it substantially contiguous to, a building, archaeological site, or district ❑ Yes®No which is listed on the National or State Register of Historic Places, or that has been determined by the Commissioner of the NYS Office of Parks, Recreation and Historic Preservation to be eligible for listing on the State Register of Historic Places? If Yes: L Nature of historic/archaeological resource: ❑Archaeological Site ❑Historic Building or District ii. Name: iii. Brief description of attributes on which listing is based: f. Is the project site, or any portion of it, located in or adjacent to an area designated as sensitive for ❑Yes®No archaeological sites on the NY State Historic Preservation Office (SHPO) archaeological site inventory? g. Have additional archaeological or historic site(s) or resources been identified on the project site? ❑Yes®No If Yes: i. Describe possible resource(s): ii. Basis for identification: h. Is the project site within fives miles of any officially designated and publicly accessible federal, state, or local ®Yes ❑No scenic or aesthetic resource? If Yes: i. Identify resource: Eastern Heights Park, Tudor Park, Hungerford Heights Park _ ii. Nature of, or basis for, designation (e.g., established highway overlook, state or local park, state historic trail or scenic byway, etc.): Local park _ iii. Distance between project and resource: 1 miles. L Is the project site located within a designated river corridor under the Wild, Scenic and Recreational Rivers ❑ Yes®No Program 6 NYCRR 666? If Yes: i. Identify the name of the river and its designation: ii. Is the activity consistent with development restrictions contained in 6NYCRR Part 666? ❑Yes ❑No F. Additional Information Attach any additional information which may be needed to clarify your project. If you have identified any adverse impacts which could be associated with your proposal, please describe those impacts plus any measures which you propose to avoid or minimize them. G. Verification I certify that the information provided is true to the best of my knowledge. Applicant/Sponsor Name Steven Matthews, agent on behalf of applicant Date 413123 Signature Title Director of Engineering PRINT FORM Page 13 of 13 EAF Mapper Summary Report Monday, January 16, 2023 8:53 AM Disclaimer: The EAF Mapper is a screening tool intended to assist project sponsors and reviewing agencies in preparing an environmental h r • ' assessment form (EAF). Not all questions asked in the EAF are answered by the EAF Mapper. Additional information on any EAF question can be obtained by consulting the EAF Workbooks. Although 25 the EAF Mapper provides the most up-to-date digital data available to 6i 2�7 DEC, you may also need to contact local or other data sources in order to obtain data not provided by the Mapper, Digital data is not a substitute for agency determinations. 5 -A 1.26 Otlawa TOronlO 2 1 Elt}�.Xo cRosfor }} - r, rhibany 6etrolr �' 1 Swt•a; :Cleveland ;y Providence jNew York MhP�l��Pitlsburgh Phllsdetphfa Eh:1EAITI Can; Esli Japan, 11ETI, Es China iing Kol Es (dp@iaenSte#Iv1ap col> tl .i li GIS USet' COtt1111U11i B.i.i [Coastal or Waterfront Area] B.i.ii [Local Waterfront Revitalization Area] C.2.b. [Special Planning District] E.1.h [DEC Spills or Remediation Site - Potential Contamination History] E.1.h.i [DEC Spills or Remediation Site - Listed] E.1.h.i [DEC Spills or Remediation Site - Environmental Site Remediation Database] E.1.h.l [Within 2,000' of DEC Remediation Site] E.2.g [Unique Geologic Features] E.2.h.i [Surface Water Features] E.2.h.ii [Surface Water Features] E.2.h.iii [Surface Water Features] E.2.h.v [Impaired Water Bodies] E.2.i. [Floodway] E.2.j. [100 Year Floodplain] E.2.k. [500 Year Floodplain] E.2.1. [Aquifers] E.2.1. [Aquifer Names] E.2.n. [Natural Communities] No No Digital mapping data are not available or are incomplete. Refer to EAF Workbook. Digital mapping data are not available or are incomplete. Refer to EAF Workbook. Digital mapping data are not available or are incomplete. Refer to EAF Workbook. Digital mapping data are not available or are incomplete. Refer to EAF Workbook. No No No No No No Digital mapping data are not available or are incomplete. Refer to EAF Workbook. Digital mapping data are not available or are incomplete. Refer to EAF Workbook. Digital mapping data are not available or are incomplete. Refer to EAF Workbook. Yes Principal Aquifer No Full Environmental Assessment Form - EAF Mapper Summary Report 1 E.2.o. [Endangered or Threatened Species] No E.2.p. [Rare Plants or Animals] No E.3.a. [Agricultural District] No E.3.c. [National Natural Landmark] j No E.3.d [Critical Environmental Area] No E.3.e. [National or State Register of Historic ' Digital mapping data are not available or are incomplete. Refer to EAF Places or State Eligible Sites] ;Workbook. E.3.f. [Archeological Sites] No E.3.i. [Designated River Corridor] iNo Full Environmental Assessment Form - EAF Mapper Summary Report 2 EXHIBIT L verizon%l CO -LOCATION POLICY Verizon Wireless' co -location policy is as follows: Network Engineering - UPNY 1275 John Street, Suite 100 West Henrietta, New York 14586 Verizon Wireless encourages and promotes co -location, both by allowing other providers to locate on its towers, and by attempting to locate its facilities on other providers' towers. Verizon Wireless maintains the following requirements for other wireless telecommunication providers who desire to locate on Verizon Wireless' facilities: 1. The other provider must pay Verizon Wireless appropriate and fair compensation reflecting Verizon Wireless' investment in the engineering, legal, construction, material, and related costs for the site and facility; 2. The co -location must be technologically feasible both in terms of radio frequency transmissions and structural integrity of the tower; and The other provider must have a similar policy of co -location for Verizon Wireless and its affiliated/related companies. 4826-0041-5262.1 EXHIBIT M verizon' May 21, 2024 Network Engineering - UPNY 1275 John Street, Suite 100 West Henrietta, New York 14586 Planning Board & Zoning Board of Appeals Town of Ithaca 215 N Tioga Street Ithaca, New York 14850 Attention: Christine Balestra, Senior Planner (cbalestra g,town.ithaca.ny.us) RE: Tower Removal Letter / Executed Removal Letter Bell Atlantic Mobile Systems, LLC d/b/a Verizon Wireless' application (the "Application") to the Town of Ithaca (the "Town") for a special use permit and site plan approval from the Planning Board and an area variance from the Zoning Board of Appeals to construct and operate a 134' wireless telecommunications facility (with 4' lightning rod) on property located at 111 Wiedmaier Court (Tax Parcel No. 56.4-1.22) in the Town of Ithaca, Tompkins County, New York (Verizon Wireless' "Sunny View" site) Dear Members of the Zoning Board of Appeals and Planning Board: Verizon Wireless agrees to remove its facilities and improvements if the proposed wireless telecommunications facility becomes obsolete or ceases to be used for its intended purpose for one hundred and twenty (120) consecutive days. Removal will occur within two hundred and ten (210) days following the cessation of use. Verizon Wireless will submit a removal bond at the time it applies for a building permit. Should you have any questions, please do not hesitate to contact me at (315) 701-4621. Thank you for your consideration of our application. Sincerely, C�qaK&cy Greg Hanley Project Manager 4863-2635-0728.2 EXHIBIT N SITE NAME: SUNNY VIEW 51TE NUMBER: 307551 ATTY/DATE: NP/NQVEMBER 2022 OPTION AND LAND LEASE AGREEMENT This Option and Land Lease Agreement ("Agreement"), made as of the date of the latter of the signature below ("Effective Date"), between S ROBERTS WC LAND LLC, a New York limited liability company with Its principal offices located at 1129 Avenida Sevilla, Unit 5C, Walnut Creek, CA 94595, hereinafter designated LESSOR and BELL ATLANTIC MOBILE SYSTEMS LLC d/b/a Verizon Wireless with its principal offices at One Verizon Way, Mail Stop 4AW100, Basking Ridge, New Jersey 07920, hereinafter designated LESSEE. LESSOR and LESSEE are at times collectively referred to hereinafter as the "Parties" or individually as the "Party." LESSOR is the owner of that certain real property located 111 Wiedmaier Court, Town of Ithaca, Tompkins County, State of New York, Tax Map Number 56.-4-1.22, and as further described in Instrument No. 2021-14462 as recorded in the Office of the Clerk of Tompkins County (the entirety of LESSOR's property is referred to hereinafter as the "Property"). The Property is legally described on Exhibit "A" attached hereto and made a part hereof. LESSEE desires to obtain an option to lease a portion of said Property, consisting of approximately five thousand six hundred twenty-five (5,625) square feet of land, as shown on Exhibit "B" (the "Premises"), together with non-exclusive easements as described in the attached Land Lease Agreement, NOW THEREFORE, in consideration of the sum of 1), to be paid by LESSEE to the LESSOR, the LESSOR hereby grants to LESSEE the right and option to lease said Premises, for the term and in accordance with the covenants and conditions set forth herein ("Option"). The foregoing payment shall be made by LESSEE within ninety (90) days of execution of this Agreement. The providing by LESSOR of rental documentation described in Section 4(b) of the following Land Lease Agreement to LESSEE shall be a prerequisite for the payment of the foregoing amount or any other option or rental payment, If applicable, by LESSEE, and notwithstanding anything to the contrary herein, LESSEE shall have no obligation to make any payment(s) until rental documentation has been supplied to LESSEE. The Option may be exercised at any time on or prior to twelve (12) months after the Effective Date of this Agreement ("Initial Option Period"). If the option has not been so exercised, It shall be automatically extended for two (2) additional perlod(s) of twelve (12) months (each an "Option Extension"), unless LESSEE gives written notice to LESSOR of the Intent not to extend prior to the end of the Initial Option Period or Option Extension (together with the Initial Option Period, the "Option Period"). If the Option is extended, LESSEE shall make an additional payment of to LESSOR within thirty (30) days of the option being extended for each Option Extension. The time during which the Option may be exercised may be further extended by mutual agreement in writing. If during said Option Period, the option is exercised, and LESSOR decides to subdivide, sell or change the status of the Property, LESSOR shall notify LESSEE in writing so that LESSEE can take steps necessary to protect LESSEE's interest in the Premises. This Option may be sold, assigned or transferred by LESSEE without any approval or consent of LESSOR to LESSEE's principal, affiliates, subsidiaries of its principal; to any entity which acquires all or substantially all of LESSEE'S assets in the market defined by the Federal Communications Commission in which the Property is located by reason of a merger, acquisition or other business reorganization, with prior written notice to LESSOR; or by LESSEE to a third -party tower company with whom LESSEE will enter into a sublease, upon prior written notice to LESSOR. As to other parties, this Agreement may not be sold, assigned or transferred withoutthe written consent of LESSOR, which such consent will not be unreasonably 48so-0651-a694. I3 SITE NAME: SUNNY VIEW SITE NUMBER: 307ss2 ATTY/DATE: NP/NOVEMBER 2022 withheld, delayed or conditioned. No change of stock ownership, partnership interest or control of LESSEE or transfer upon partnership or corporate dissolution of LESSEE shall constitute an assignment hereunder. Should LESSEE fail to exercise this Option or any Option Extension thereof within the time herein limited, all rights and privileges granted hereunder shall be deemed completely surrendered, this Option terminated, and LESSOR shall retain all money paid for the option, and no additional money shall be payable by either Party to the other. LESSOR shall reasonably cooperate with LESSEE in its effort to obtain all certificates, permits and other approvals that may be required by any Federal, State or Local authorities which will permit LESSEE's use of the Premises. LESSOR shall take no action which would adversely affect the status of the Property with respect to the proposed use by LESSEE. LESSOR shall permit LESSEE, during the Option Period, non-exclusive ingress and egress to the Premises to conduct such surveys, inspections, structural strength analysis, subsurface soil tests, and other activities of a similar nature as LESSEE may deem necessary, at the sole cost of LESSEE, Premises shall be restored to pre -test condition, reasonable wear and tear excluded. LESSOR agrees to execute a Memorandum of this Option and Land Lease Agreement which LESSEE may record with the Tompkins County Clerk's Office. The date set forth in the Memorandum is for recording purposes only and bears no reference to commencement of either term or rent payments. Notice of the exercise of the Option shall be given by LESSEE to the LESSOR in writing by certified mail, return receipt requested, or by commercial courier, provided the courier's regular business is delivery service. LESSEE shall be deemed to have exercised the Option, and the following Agreement shah take effect, on the date of commencement of construction as specified in writing by LESSEE in the Notice ("Commencement Date"), provided such date shall not be later than the expiration of the Option Period. 2 4860-0651-0694,13 SITE NAME: SUNNY VIEW SITE NUMBER: 307551 ATTY/DATE: NP/NOVEMBER 2022 LAND LEASE AGREEMENT This Land Lease Agreement (the "Agreement") made as of the date of the latter of the signatures below (but not effective unless and until LESSEE exercises its Option) between S ROBERTS WC LAND LLC, a New York limited liability company with its principal offices located at 1129 Avenida Sevilla, Unit 5C, Walnut Creek, CA 94595, hereinafter designated LESSOR and BELL ATLANTIC MOBILE SYSTEMS LLC d/b/a Verizon Wireless with its principal offices at One Verizon Way, Mail Stop 4AW100, Basking Ridge, New Jersey 07920, hereinafter designated LESSEE. LESSOR and LESSEE are at times collectively referred to hereinafter as the "Parties" or individually as the "Party." WITNESSETH In consideratlon of the mutual covenants contained herein and intending to be legally bound hereby, the Parties hereto agree as follows: 1, GRANT. In accordance with this Agreement, LESSOR hereby grants to LESSEE the right to install, maintain and operate communications equipment ("Use") upon the Premises (as hereinafter defined), which are a part of that real property owned, leased or controlled by LESSOR at 111 WEedmaier Court, Town of Ithaca, Tompkins County, State of New York, Tax Map Number 56.-4-1.22 (the "Property"), The Property is legally described on Exhibit "A" attached hereto and made a part hereof. The Premises are a portion of the Property and are approximately five thousand six hundred twenty-five (5,625) square feet, and are shown in detail on Exhibit "B" (the "Premises") attached hereto and made a part hereof, LESSEE may survey the Premises. Upon completion, the survey shall replace Exhibit "B" in its entirety, upon LESSOR approval. 2. INITIAL TERM. The initial term of the Agreement shall be for five (5) years beginning on the on the date of commencement of construction as specified in writing by LESSEE in the Notice of exercise of its Option ("Commencement Date"), provided such date shall not be later than the expiration of the Option Period. 3. EXTENSIONS, This Agreement shall automatically be extended for four (4) additional five (5) year terms unless LESSEE terminates it at the end of the then current term by giving LESSOR written notice of the intent to terminate at least three (3) months prior to the end of the then current term. The Initial term and all extensions shall be collectively referred to herein as the `Term". 4. RENTAL. (a) Rental payments shall begin on the Commencement Date and be due at a total annual rental of .. to be paid in equal monthly installments on the first day of the month, in advance ("Rent"), to the following beneficiaries, which cannot be changed without prior written approval from both beneficiaries: I. ) of Rent due to LESSOR hereunder shall be sent to S Roberts WC Land LLC, 1129 Avenida Sevilla, Unit 5C, Walnut Creek, CA 94595; ii. of Rent due to LESSOR hereunder shall be sent to Bella Ranch, LLC, 30 North Gould Street, Suite R, Sheridan, WY 82801. 4980-0651-4694.13 SITE NAME: SUNNY VIEW S1TE NUMBER: 307551 ATTY/BATE; N P/NOVEMB ER 2022 or to such other person, firm, or place as LESSOR may, from time to time, designate in writing at least thirty (30) days in advance of any rental payment date by notice given in accordance with Paragraph 22 below. Rent for any partial month occurring before or after the Commencement Date shall be prorated. LESSOR and LESSEE acknowledge and agree that the initial rental payment may not be delivered by LESSEE until at least sixty (60) days after the Commencement Date. Upon agreement of the Parties, LESSEE may pay Rent by electronic funds transfer and in such event, LESSOR agrees to provide to LESSEE bank routing information for such purpose upon request of LESSEE. Throughout the Term, the annual Rent, including any revenue sharing payment received, shall increase on the first anniversary of the Commencement Date and on each annual anniversary thereafter (including any extension terms) such that the annual Rent and any revenue sharing payment shall equal of the annual Rent paid immediately preceding such anniversary. (b) For any party to whom rental payments are to be made, LESSOR or any successor in interest of LESSOR hereby agrees to provide to LESSEE (i) a completed, current version of Internal Revenue Service Form W-9, or equivalent; (fi) complete and fully executed state and local withholding forms if required; and (III) other documentation to verify such successor owner's right to receive rental as is reasonably requested by LESSEE. Rent shall accrue in accordance with this Agreement, but LESSEE may not deliver rental payments for up to sixty (60) days after the requested documentation has been received by LESSEE. 5. ACCESS. LESSEE shall have the non-exclusive right of ingress and egress from a public right-of-way, slaterville Road, 7 days a week, 24 hours a day, over the adjacent parcels in the Wiedmaier subdivision pursuant to LESSOR's existing right of wayset forth in the Declaration of Easements for Shared Road granted by Clare George Wiedmaier dated September 16, 2005 and recorded September 22, 2005 in the Tompkins County Clerk's Office as Instrument #479499-001. LE55EE shall also have a non-exclusive right of ingress and egress over the Property to and from the Premises for the purpose of installation, operation and maintenance of LESSEE's communications equipment over or along a twenty (20) foot wide right-of-way ("Access Easement'), as depicted on Exhibit "B". LESSEE shall also have the non-exclusive right to use a portion of the Access Easement and a five (5) foot wide right-of-way adjacent to the Access Easement pursuant to a separate utility easement agreement granted by adjoining owners as depicted on Exhibit "B" for the installation, operation and maintenance of wires, cables, conduits and pipes for all necessary electrical, telephone, fiber and other similar support services. In the. event it is necessary, LESSOR agrees to grant LESSEE or the support services provider the right to install such services on, through, and/or under the Property, provided the location of such services shall be reasonably approved by LESSOR. LESSEE must extend the existing paved road approximately ninety (90) feet up to the property line and then create an access road from the property line to the Premises that is graded, compacted, and graveled. The Initial construction period shall not exceed one hundred twenty (120) days from the start of construction; provided that such time period shall be tolled due to any force majeure events or delays which are not within LESSEE'S reasonable control. Easements and any areas disturbed by LESSEE due to construction staging, parking, and equipment storage shall be repaired and restored to their pre - construction state to LESSOR's reasonable satisfaction. Notwithstanding anything to the contrary, the Premises shall include such space sufficient for LESSEE's radio frequency signage and/or barricades as are necessary to ensure LESSEE's compliance with Laws (as defined in Paragraph 29). 6. CONDITION OF PROPERTY. LESSOR shall deliver the Premises to LESSEE In a condition ready for LESSEE's Use and clean and free of debris. LESSOR represents and warrants to LESSEE that as of the Effective Date, and to the best of LESSOR's knowledge without the obligation of inspection, the 4 4980-0651.4694.11 SiTE NAME: SUNNY VIEW SiTE NUMBER: 307551 AM/DATE: NP/NOVEMBER 2022 Premises Is .(a) in compliance with all Laws; and (b) in compliance with all EH&S Laws (as defined in Paragraph 26). 7. IMPROVEMENTS. The communications equipment including, without limitation, the tower structure, antennas, conduits, fencing and other screening, and other improvements shall be at LESSEE's expense and Installation within the Premises shall be at the discretion and option of LESSEE. Construction drawings must be reviewed and approved by LESSOR prior to the construction start date, and such approval shall not be unreasonably withheld, conditioned or delayed. LESSEE shall have the right to replace, repair, add or otherwise modify its communications equipment, tower structure, antennas, conduits, fencing and other screening, or other improvements or any portion thereof within the Premises and the frequencies over which the communications equipment operates, whether or not any of the communications equipment, antennas, conduits or other improvements are listed on any exhibit Work shall be performed in a good and workmanlike manner. The completed site shall be free of debris created by LESSEE or its agents. No unused parts or remnants shall be stored in or around the Premises. Within thirty (30) days after LESSEE's receipt of all final Government Approvals following the completion of the initial construction of the Communication Facility, LESSEE shall provide LESSOR with a close out package consisting of "as built" drawings, zoning approval documents, building permits, and photo documentation of the communications equipment at the time of construction completion as part of LESSOR's permanent records for the Premises. 8. UTILITIES. LESSEE shall be responsible for, and directly pay under its own account, all utility charges for electricity or telephone service, or any other utility used or consumed by LESSEE on the Premises. 9. GOVERNMENT APPROVALS. LESSEE's Use is contingent upon LESSEE obtaining all of the certificates, permits and other approvals (collectively the "Government Approvals") that may be required by any Federal, State or Local authorities (collectively, the "Government Entities"), as well as satisfactory soil boring tests, environmental studies, or any other due diligence LESSEE chooses that will permit LESSEE's Use. The Premises shall be restored to pre -test condition, reasonable wear and tear excluded, LESSOR shall reasonably cooperate with LESSEE in its effort to obtain such approvals at no cost to LESSOR, and acknowledges, consents to and joins in, as required, any application for Government Approvals and will authorize LESSEE to execute any documents required In furtherance of such applications with prior LESSOR consent, not to be unreasonably withheld, conditioned, or delayed. LESSOR shall take no action which would adversely affect the status of the Property with respect to LESSEE's Use. 10, TERMINATION. LESSEE may, unless otherwise stated, immediately terminate this Agreement upon written notice to LESSOR in the event that (i) any applications for -such Government Approvals should be finally rejected; (ii) any Government Approval issued to LESSEE is canceled, expires, lapses or is otherwise withdrawn or terminated by any Government Entity; (€€€) LESSEE determines that such Government Approvals may not be obtained in a timely manner, (iv) LESSEE determines any structural analysis is unsatisfactory; (v) LESSEE, in its sole discretion, determines the Use of the Premises Is obsolete or unnecessary with one hundred and eighty (180) days` prior written notice to LESSOR and with payment of a termination fee equal to six (6) months of then current Rent; (vii) with six (6) months prior notice to LESSOR and with payment of a termination fee equal to six (6) months of then -current Rent, upon the annual anniversary of the Commencement Date, provided that LESSEE shall not exercise Its annual termination right during the first five (5) years of the term; or (vi€i) at any time before the Commencement Date for any reason or no reason in LESSEE's sole discretion. 488"651-4694.13 SITE NAME: SUNNY VIEW SITE NUMBER: 307551 ATTY/DATE' NP/NpVEMBER 2022 11. INDEMNIFICATION, Subject to Paragraph 13, each Party and/or any successor and/or assignees thereof, shall indemnify and hold harmless the other Party, and/or any successors and/or assignees thereof, against (i) any and all claims of liability or loss from personal injury or property damage resulting from or arising out of the negligence or willful misconduct of the indemnifying Party, its employees, contractors or agents, except to the extent such claims or damages may be due to or caused by the negligence or willful misconduct of the other Party, or its employees, contractors or agents, and (H) reasonable attorney's fees, expense, and defense costs incurred by the Indemnified Party. Where a claim Is the result of the concurrent acts of the Parties, each Party shall be liable under this Paragraph to the extent of its fault or liability therefor. The Indemnified Party will provide the indemnifying Party with prompt, written notice of any claim that is subject to the indemnification obligations in this Paragraph, The indemnified Party will cooperate appropriately with the indemnifying Party in connection with the Indemnifying Party's defense of such claim. The indemnifying Party shall defend any indemnified Party, at the indemnified Party's request, against any claim with counsel reasonably satisfactory to the indemnifled Party. The indemnifying Party shall not settle or compromise any such claim or consent to the entry of any judgment without the prior written consent of each indemnified Party and without an unconditional release of all claims by each claimant or plaintiff in favor of each indemnified Party. Ail indemnification obligations shall survive the termination or expiration of this Agreement. 12. INSURANCE. LESSEE at its own cost and expense, will maintain commercial general liability insurance with limits of I for bodily injury (including death) and property damage each occurrence. LESSEE shall include LESSOR and Terabonne, Inc, as additional insureds as their interests may appear under this Agreement. LESSEE shall provide a certificate of insurance as proof of such general iiability insurance to LESSOR within seven (7) days of the Commencement Date. 13. LIMITATION OF LIABILITY. Except for indemnification pursuant to Paragraphs 11 and 26, a violation of Paragraph 31, or a violation of law, neither Party shall be liable to the other, or any of their respective agents, representatives, or employees for any lost revenue, lost profits, diminution in value of business, loss of technology, rights or services, loss of data, or interruption or loss of use of service, incidental, punitive, indirect, special, trebled, enhanced or consequential damages, even if advised of the possibility of such damages, whether such damages are claimed for breach of contract, tort (including negligence), strict liability or otherwise, unless applicable law forbids a waiver of such damages. 14. INTERFERENCE. (a) LESSEE agrees that LESSEE will not cause interference that Is measurable in accordance with industry standards to LESSOR's equipment. LESSOR agrees that LESSOR and other occupants of the Propertywill not cause interference that is measurable in accordance with industry standards to the then existing equipment of LESSEE. Nothing.in this Agreement grants LESSEE the exclusive right to operate wireless services atthe Property. (b) Without limiting any other rights or remedies, if interference occurs and continues for a period in excess of forty-eight (48) hours following notice to the interfering party via telephone to LESSEE'S Network Operations Center (at (800) 621-2622) or to LESSOR at info@terabonne,net, the interfering party shall or shall require any other user to reduce power or cease operations of the interfering equipment until the interference is cured. 4880-0651-4694.13 SITE NAME: SUNNY VIEW SITE NUMBER; 307551 ATTY/DATE: NP/NOVEMBER 2022 (c) The Parties acknowledge that there will not be an adequate remedy at law for noncompliance with the provisions of this Paragraph and therefore the Parties shall have the right to equitable remedies such as, without limitation, injunctive relief and specific performance. 15. REMOVAL AT END OF TERM. Upon expiration or within ninety (90) days of earlier termination while paying Rent, LESSEE shall remove LESSEE's communications equipment and restore the Premises to its original condition, reasonable wear and tear and casualty damage excepted. Footings, foundations, and concrete shall be removed to a depth of three (3) feet below grade. LESSOR agrees and acknowledges that the communications equipment shall remain the personal property of LESSEE and LESSEE shall have the right to remove the same at any time during the Term, whether or not said items are considered fixtures and attachments to real property under applicable laws. If such time for removal causes LESSEE to remain on the Premises beyond ninety (90) days after termination of the Agreement, LESSEE shall pay then -current rent in accordance with Paragraph 16, If LESSEE fails to remove its communications equipment within sixty (60) days after receipt of LESSOR'S written notice of such failure, all communications equipment shall be deemed abandoned and LESSOR shall have the option to take possession of and title to the property and dispose of it any way LESSOR deems appropriate. Any costs associated with removal or disposition shall be billed to LESSEE at one hundred and twenty five percent (125/) of its actual documented cost. 16. HOLDOVER, IF LESSEE holds over after the expiration or earlier termination of the Term, then this Agreement shall continue on a month -to -month basis at one hundred twenty-five percent (125%) of the then existing monthly rental rate or the existing monthly pro-rata basis if based upon a longer payment term, until the removal of the communications equipment is completed. 17. RIGHT OF FIRST REFUSAL. If at any time after the Effective Date, LESSOR receives an offer or letter of intent from any person or entity that is in the business of owning, managing or operating communications facilities or is in the business of acquiring landlord Interests in agreements relating to communications facilities, to purchase fee title, an easement, a lease, a license, or any other interest in the Premises or any portion thereof or to acquire any interest in this Agreement, or an option for any of the foregoing, LESSOR shall provide written notice to LESSEE of said offer ("LESSOR's Notice"). LESSOR's Notice shall include the prospective buyer's name, the purchase price being offered, any other consideration being offered, the other terms and conditions of the offer, a description of the portion of and interest in the Premises and/or this Agreement which will be conveyed in the proposed transaction, and a copy of any letters of intent or form agreements presented to LESSOR by the third -party offeror. LESSEE shall have the right of first refusal to match the terms and conditions of such offer or by effectuating a transaction with the same financial terms, if LESSEE fails to provide written notice to LESSOR that LESSEE intends to match such offer within thirty (30) days after receipt of LESSOR's Notice, LESSOR may proceed with the proposed transaction in accordance with the terms and conditions of such third -party offer, In which event this Agreement shall continue in full force and effect and the right of first refusal described in this Paragraph shall survive any such conveyance to a third -party. Further, LESSOR acknowledges and agrees that if LESSEE exercises this right of first refusal, LESSEE may have sixty (60) days to conduct due diligence and effectuate the closing of a transaction on the same financial terms of the third -party offer. For purposes of this Paragraph, any transfer, bequest or devise of LESSOR's interest in the Property as a result of the death of LESSOR, whether by will or intestate successlon, or any conveyance to LESSOR's family members by direct conveyance or by conveyance to a trust for the benefit of family members shall not be considered a sale for which LESSEE has any right of first refusal. 488b0651.4694.13 SITE NAME: SUNNY VIEW SITE NUMSM 307551 AMMATE: NP/NOVEMBER 2022 18. RIGHTS UPON SALE. Should LESSOR, at any time during the Term, decide (i) to sell or otherwise transfer all or any part of the Property, or (€€) to grant to a third -party by easement or other legal instrument an interest in and to any portion of the Premises, such sale, transfer, or grant of an easement or interest therein shall be under and subject to this Agreement and any such purchaser or transferee shall recognize LESSEE's rights hereunder, and such transferee shall agree in writing to assume all obligations of LESSOR under this Agreement. 19. LESSOR'S TITLE. LESSOR covenants that LESSEE, on paying the rent and performing the covenants herein, shall peaceably and quietly have, hold and enjoy the Premises. LESSOR represents and warrants to LESSEE as of the Effective Date and covenants during the Term that LESSOR has full authority to enter into and execute this Agreement and that, to LESSOR's knowledge and without inspection, there are no liens, judgments, covenants, easement, restrictions or other impediments of title that will adversely affect LESSEE's Use. 20. ASSIGNMENT and SUBLEASE. Without any approval or consent of the other Party, this Agreement may be sold, assigned or transferred by either Party to (€) any entity in which the Party directly or indirectly holds an equity or similar interest; (ii) any entity which directly or indirectly holds an equity or similar interest in the Party; (ii€) any entity directly or indirectly under common control with the Party; or (€v) by LESSEE to a third -party tower company with whom LESSEE will enter into a sublease, upon prior written not€ce to LESSOR. LESSEE may assign this Agreement to any entitywhich acquires all or substantially all of LESSEE's assets in the market defined by the FCC in which the Property is located by reason of a merger, acquisition or other business reorganization without approval or consent of LESSOR. As to other parties, this Agreement may not be sold, assigned or transferred without the written consent of the other Party, which such consent will not be unreasonably withheld, delayed or conditioned. No change of stock ownership, partnership interest or control of LESSEE or transfer upon partnership or corporate dissolution of either Party shall constitute an assignment hereunder. LESSEE may sublet the Premises in LESSEE's sole discretion, upon written notice to LESSOR. Notwithstanding any other provision of this Agreement, the LESSEE shall not be required to obtain approval from the LESSOR for the Subletting of the Premises or part thereof. The LESSEE shall have the sole right to determine whether it will Sublet any portion of the Premises or whether it will sublease to any specific Sublessee, with prior written notice to LESSOR. Except as set forth below, in the event LESSEE subleases any portion of the Premises in accordance with this Agreement, LESSEE shall pay er month to LESSOR in accordance with paragraph 4(a) above, and is subject to the escalation terms of Paragraph 4(a) above. The rental provisions of this section shall not applyto: (i) subletting to LESSEE's affiliate d/b/a Verizon Wireless in the event of assignment of this Agreement pursuant to Section 20(11v) or (H) any public emergency and/or safety systems purposes (i.e., police, ambulance and/or fire) ("Emergency Service"), provided that such Emergency Service is not paying Rent. If such Emergency Service is not paying rent, LESSEE is required to provide proof to LESSOR of such agreement. Notwithstanding any other provision of this Agreement, the LESSEE shall not be required to obtain any approval from the LESSOR for the subletting to any Emergency Service, but shall provide prior written notice to LESSOR. 21. NOTICES. Except for notices permitted via telephone in accordance with Paragraph 14, all notices hereunder must be in writing and shall be deemed validly given if sent by certified mail, return receipt requested, or by commercial courier, provided the courier's regular business is delivery service, and provided further that it guarantees delivery to the addressee by the end of the next business day 8 4980-06514694.13 SITE NAME: SUNNY VIEW SITE NUMBER: 307551 ATTY/DATE: NP/NOVEMBER 2022 following the courier's receipt from the sender, addressed as follows (or any other address that the Party to be notified may have deslgnated to the sender by like notice): LESSOR: 5 Roberts WC Land LLC 1129 Avenida Sevilla, Unit 5C Walnut Creek, CA 94595 Attn: Suzanne Roberts, Managing Member Copy to: Terabonne, Inc. P.O. Box 6257 Edmonds, WA 98026 Attn: Ithaca Tower Leasing LESSEE: Bell Atlantic Mobile Systems LLC d/b/a Verizon Wireless 180 Washington Valley Road Bedminster, New Jersey 07921 Attention: Network Real Estate Notice shall be effective upon actual receipt or refusal as shown on the receipt obtained pursuant to the foregoing. 22. SUBORDINATION AND NON -DISTURBANCE. If the Property is or becomes encumbered by a deed to secure a debt, mortgage or other security interest, then LESSOR will make commercially reasonable efforts to obtain a non -disturbance agreement in a form acceptable to LESSEE, LESSOR and such mortgagee, from its mortgagee(s), ground lessors and master lessors, if any, of the Property, 23. DEFAULT, It is a "Default" if either Party fails to comply with this Agreement and does not remedy the failure within thirty (30) days after written notice by the other Party. If the failure cannot reasonably be remedied in such time, and the failing Party diligently pursues the cure to completion, such cure must be completed within ninety (90) days afterthe initial written notice. The cure periods set forth In this Paragraph does not extend the period of time in which either Party has to cure interference pursuant to Paragraph 14 of this Agreement. 24. REMEDIES. In the event of a Default, without limiting the non -defaulting Party in the exercise of any right or remedy which the non -defaulting Party may have by reason of such default, the non -defaulting Party may terminate this Agreement and/or pursue any remedy now or hereafter available to the non -defaulting Party under the Laws or judicial decisions of the state in which the Property is located, 25. ENVIRONMENTAL. LESSEE shall conduct its business in compliance with all applicable laws governing the protection of the environment or employee health and safety ("EN&S Laws"). LESSEE shall indemnify and hold harmless LESSOR from claims to the extent resulting from LESSEE's violation of any applicable EH&S Laws or to the extent that LESSEE causes a release of any regulated substance to the environment. LESSOR shall Indemnify and hold harmless LESSEE from all claims resulting from the violation of any applicable EMS Laws or a release of any regulated substance to the environment except to the extent resulting from the activities of LESSEE. The Parties recognize that LESSEE is only leasing a small portion of the Property and that LESSEE shall not be responsible for any environmental condition or 48H-06514654.13 SITE NAME: SUNNY VIEW SITE NUMBER: 307551 ATTY/DATE: NP/NGVEMSER 2022 issue except to the extent resulting from LESSEE's specific activities and responsibilities. In the event that LESSEE encounters any hazardous substances that do not result from its activities, LESSEE may relocate its facilities to avoid such hazardous substances to a mutually agreeable location or, if LESSEE desires to remove at its own cost all or some the hazardous substances or materials (such as asbestos, lead containing materials or soil) containing those hazardous substances, LESSOR agrees to sign any necessary waste manifest associated with the removal, transportation and/or disposal of such substances. 26. CASUALTY. If a fire or other casualty damages the Property or the Premises and LESSEE's Use is not restored within forty-five (45) days, LESSEE may terminate this Agreement. If LESSEE undertakes rebuilding or restoring the Premises and/or communication equipment, LESSEE shall have the right to place temporary facilities on the Property to the extent practicable in a mutually agreed location, until the reconstruction of the Premises and/or the communication equipment is completed, and in such event, rent shall continue while LESSEE operates a temporary facility. 27. CONDEMNATION. If a condemnation of any portion of the Property or Premises Impairs LESSEE's Use, LESSEE may terminate this Agreement. LESSEE may on its own behalf make a claim in any condemnation proceeding involving the Premises for losses related to LESSEE's communications equipment, relocation costs and, specifically excluding loss of LESSEE's leasehold interest, any other damages LESSEE may incur as a result of any such condemnation. 28. APPLICABLE LAWS. During the Term, LESSOR shall maintain the Property in compliance with all applicable laws, EMS Laws, rules, regulations, ordinances, directives, covenants, easements, consent decrees, zoning and land use regulations, and restrictions of record, permits, building codes, and the requirements of any applicable fire insurance underwriter or rating bureau, now in effect or which may hereafter come Into effect (including, without limitation, the Americans with Disabilities Act and laws regulating hazardous substances) (collectively "Laws"). LESSEE shall, in respect to the condition of the Premises and at LESSEE's sole cost and expense, comply with (i) all Laws relating solely to LESSEE's specific and unique nature of use of the Premises; and (ii) all building codes requiring modifications to the Premises due to the improvements being made by LESSEE in the Premises. It shall be LESSOR's obligation to comply with all Laws relating to the Property. 29. TAXES. (a) LESSEE shall make commercially reasonable efforts, with LESSOR's cooperation, to request that the assessor separately assess LESSEE's Premises. If the assessor sets up the Premises as a separate tax parcel, then LESSEE will pay any all taxes billed to LESSEE directly to the taxing authority. If such arrangement cannot be made, LESSOR shall Invoice and LESSEE shall pay any applicable transaction tax (including sales, use, gross receipts, or excise tax) imposed on LESSEE and required to be collected by LESSOR based on any service, rental space, or equipment provided by LESSOR to LESSEE. LESSEE shall pay all personal property taxes, fees, assessments, or other taxes and charges imposed by any Government Entity that are imposed on LESSEE and required to be paid by LESSEE that are directly attributable to LESSEE's equipment or LESSEE's use and occupancy of the Premises. Payment shall be made by LESSEE within forty-five (45) days after presentation of a receipted bill and/or assessment notice which is the basis for such taxes or charges. LESSOR shall pay all ad valorem, personal property, real estate, sales and use taxes, fees, assessments or other taxes or charges that are attributable to LESSOR's Property or any portion thereof imposed by any Government Entity. 10 48840651-4694.13 SiTE NAME: SUNNY VIEW SITE NUMBER; 307551 ATTY/DATE: NP/N OVEMB ER 2022 (b) LESSEE shall have the right, at its sole option and at its sale cost and expense, to appeai, challenge or seek modification of any tax assessment or billing for which LESSEE is wholly or partly responsible for payment. LESSOR shall reasonably cooperate with LESSEE at LESSEE's expense in filing, prosecuting and perfecting any appeal or challenge to taxes as set forth in the preceding sentence, including but not limited to, executing any consent, appeal or other similar document. in the event any appeal or challenge by LESSEE results in a reduction, credit or repayment received by LESSOR for any taxes previously paid by LESSEE, LESSOR agrees to promptly reimburse to LESSEE the amount of said reduction, credit or repayment. in the event that LESSEE does not have the standing rights to pursue a good faith and reasonable dispute of any taxes under this Paragraph, LESSOR will pursue such dispute at LESSEE's sole cost and expense upon written request of LESSEE. 30. NON -DISCLOSURE. Except as otherwise permitted or reasonably required to carry out the intent of this Agreement (for example, in connection with obtaining Government Approvals), the Parties agree that this Agreement and any information exchanged between the Parties regarding the Agreement are confidential. Neither party shall provide copies of this Agreement, or any other confidential information, to any third -party, excluding consultants, employees, representatives, agents, legal counsel and financial advisors, without the prior written consent of the other or as required by law. If a disclosure Is required by law, prior to disclosure, the Party shall notify the other Party and cooperate to take lawful steps to resist, narrow, or eliminate the need for that disclosure. 31. INTENTIONALLY OMITTED, 32. FREE OF LIENS. LESSEE shall keep the Premises and the Property and LESSOR's interest therein free from any liens arising from any work performed, materials furnished, or obligations incurred by or on behalf of LESSEE. LESSEE indemnifies LESSOR for, and agrees to defend, and hold LESSOR harmless from and against, all liability, losses, damages, costs or expenses, including but not limited to attorneys' fees, expenses and court costs Incurred In connection with any such lien. Within thirty (3o) days after LESSEE's receipt of written notice of the filing of any such lien, LESSEE shall either discharge or cancel such lien of record by bonding or otherwise. If LESSEE desires to contest any such claim of lien, LESSEE will cause such lien to be released of record by bonding of said lien or by posting adequate security with a court of competent jurisdiction as may be provided by New York law. if LESSEE falls to so discharge or bond such lien within thirty (30) calendar days after LESSEE's receipt of written demand from LESSOR, then LESSOR may, at its option, bond the same by paying the amount claimed to be due at LESSEE's cost, plus twenty-five percent (25%) of the amount so paid by LESSOR, including the maximum allowable attorney's fees under New York law to procure the bonding of such lien. LESSEE will pay such amounts to LESSOR within forty-five (45) days of LESSEE's receipt of any invoice from LESSOR accompanied by reasonable substantiation of such costs. 33. MISCELLANEOUS. This Agreement contains all agreements, promises and understandings between LESSOR and LESSEE regarding this transaction, and no oral agreement, promises or understandings shall be binding upon either LESSOR or LESSEE in any dispute, controversy or proceeding. This Agreement may not be amended or varied except in a writing signed by all Parties. This Agreement shall extend to and bind the heirs, personal representatives, successors and assigns hereto. The failure of either party to insist upon strict performance of any of the terms or conditions of this Agreement or to exercise any of its rights hereunder shall not waive such rights and such party shall have the right to enforce such rights at any time. The performance of this Agreement shall be governed, interpreted, construed and regulated by the laws of the state in which the Premises is located without reference to its saaaass 1-�c�.l a 11 SITE NAME: SUNNY VIEW SITE NUMBER: 307551 ATTY/DATE: NP/NOVEMBER 2022 choice of law rules. Except as expressly set forth in this Agreement, nothing in this Agreement shall grant, suggest or imply any authority for one Party to use the name, trademarks, service marks or trade names of the other for any purpose whatsoever. LESSOR agrees to execute a Memorandum of this Agreement, which LESSEE may record with the appropriate recording officer. The provisions of the Agreement relating to indemnification from one Party to the other Party shall survive any termination or expiration of this Agreement. 34. TEMPORARY EASEMENT. LESSOR hereby grants LESSEE a temporary easement (the "Temporary Easement") to encumber a portion of the Property, all as shown on Exhibit "B" hereto (the "Temporary Easement Area"). The Parties acknowledge and agree that the Temporary Easement shall be for the purpose of clearing any rocks, dirt, brush, trees or other vegetation, grading, excavation, and storing materials (including, without limitation, excavated soil and equipment) in order to allow for the initial construction and installation of LESSEE's communications facility as described in Paragraph 7 above. The Temporary Easement shall terminate upon completion of the initial construction and installation of LESSEE's communications facility and LESSEE shall return the Temporary Easement Area to the pre - construction condition, to be reasonably accepted by LESSOR. [Signature page follows. The remainder of this page is intentionally blank.) 12 4880-0651.4694,13 SITE NAME; SUNNY VIEW SITE NUMBER:307551 ATTY/DATE: NP/NOVEMBER 2022 IN WITNESS WHEREOF, the Parties hereto have set their hands and affixed their respective seals on the dates below, effective the day and year first above written. LESSOR: S Roberts WC Land LLC, a New York limited liability company Name: Suzan ri Roberts Its: Manager J Date.c-- Please See Attached CaMornia Notary Certificate LESSEE., BELL ATLANTIC MOBILE SYSTEMS LLC d/b/a Verizon Wireless By: _ Name: Its: Date: 13 48SM651-4694.13 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE § 1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California ) County of Coyli-rc,, 065'4t% } on rNce.,y%b era % �Q��.beforeme, �Yriy pa�h�5i 17,l�j�►C, Date Here Insert Name and Title of the Officer personalty appeared 45Li-r-"V)ne T?.©berks Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(A whose name( is subscribed to the within instrument and acknowledged to me that Iae/sheAhw executed the same in 4is/herA4erir authorized capacityoer}, and that by.Ws/herA4Nr signature(s) on the instrument the person(sj or the entity upon behalf of which the person(j) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. � D Signature 41i AIAY H. PARNES it Signatur f Notary Public Notary Public - Callfnm i ` [entra Costa County Commissfan A 23304S My Comm. Expfrcs `a 9, 2014 Place Notary Seal Above OPTIONAL Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document, Description of Attached Document() p+-,,,,, ,,et Title or Type of Document: Lo_v Cl e- ate` Document Date: U,1-1- Number of Pages: 1:3 Siqner(s) Other Than Named Above: Lr-ssee-_ �+ aF `3ctt ;�ifan*t Dtks�` +rntL�,nIrs M cb i 1 e Capacity(fes) Claimed by Signe5s) Signer's Name: a�oeSigner's Name: El Corporate Officer — Title(s): ❑ Corporate Officer — Title(s): :] Partner — i J Limited © General ❑ Partner — ❑ Limited eneral ❑ Individual ❑ Attorney in Fact ❑ Individual ❑ orney in Fact ❑ Trustee ❑ Guardian or Conservator El Trustee < Guardian or Conservator ❑ Other: ❑ Other: Signer is Representing: Signer epresenting: 02014 National Notary Association • www.NationalNotary.org • 1-800-US NOTARY (1-800-876-6827) Item 45907 EXHIBIT "A`• DESCRIPTION OF PROPERTY ALL THAT TRACTOR PARCEL OF LAND situate In the Town of Ithaca, County of Tompkins and State of New York, bounded and described as follows; COMMENCING at a point located at the Intersection of the easterly road bounds of Burns Read and the southerly road bounds of Slaterville Road (New York State Route 79) as depicted an a survey map entitled "Wledmalor Court Subdivision — intersectlon of Slatervl€le Road and Burns Road —Town of Ithaca, Tompkins County, New York" prepared by Michael J. Reagan, dated October 30, 2003, and recorded September 18, 2009 In the Tompkins County Clerk's Office at instrument k548335-001; THENCE South 55' 26' 37" West a distance of 211.67 feet along the southerly highway line of Bums Road to a pin; THENCE South 68' 14' 51" West a distance of 206.50 feet along the southerly highway line of Burns Road to a pin; THENCE South 81' 28' 05' West a distance of 119.79 feet to the True Point or Place or Beginning; THENCE South 41' 56' 06" East, passing through an Iron pin at 379.05 feet, a total distance of 409,05 feet to a point; THENCE along the centerline of a stream as Itwlnds and turns along a curve with an arc length or 858+/- feet, said curve being subtended by a chord bearing of South 56' 19' 20" West and a chord length of 770.28 feet to a point being located 3 +/• feet north of an Iron pin; THENCE along the former centerline of a brook as at winds along a curve with an arc length of 26$+/- feet, said curve being subtended by having a chord bearing of South 32' 04' 85' West and a chord length 247.31 feet to a point; THENCE along the present centerllne or a brook as It winds and turns along a curve with an arc length of 265+/- feet, said curve being subtended by a chord bearing of South 66'.13' 54" West and a chord length 247.53 feet to a point located In the centerline of the former Burns Road (now abandoned) and the center of a culvert; THENCE North 00' 44' 30" West a distance of 316,05 feet to a point THENCE northeasterly along the centerline of abandoned former Burns Road along a curve with an arc length of 611+/• feet, said curve being subtended by: (a) a chord bearing North 01' 41' 57' East a chord distance of 322.50 feet to a point, and #bl a chord bearing North 42' 15' 43" East a chord distance of 274.46 feet to a point; THENCE South 21' 25' 35' East a distance of 25.00 feet to a point marked by an iron pin; THENCE North 62' 34' 25' East a distance of 152.14 feet to a point marked by an Iron piss; THENCE North 69' 12' 53' East a distance of 137.90 feet to a point marked by an Iron pin; THENCE North 72' 07' 55" East a distance of 103.11 feet to a point marked by an iron pin; THENCE North 62. 10' 12' East a distance of 122,27 feet to a point marked by an iron pin; THENCE North 81' 29' 05" East a distance of 46.21 feet to the point or place of beginning: CONTAINING 12.338 acres of land. TOGETHER WITH and SUBJECT TO a DECLARATION OF EASEMENTS FOR SHARED ROAD dated September 16, 2005 ' and recorded September 22, 2005 in the Tompkins County Clerk's Office at Instrument a 479499.001. 4880.0651-4694.13 EXHIBIT "B° SITE PLAN OF THE PREMISES 488"63 f -4 694. 43 SITE INFORMATION COORDINATES: 42.412534' — 76.450394' GROUND ELEVATION: 824.5't AMSL EXISTING OVERHEAD r , WIRE (TYP) 4 PROPOSED LESSEE 20WIDE ACCESS EASEMENT VIA EXISTTNC EXISTING TELCO PEDESTAL--, EASEMENT FOR SHARED ROAD (ASSUME LOCATION OF FIBER) i� EXISTING UTILITY — ; \ �,` POLE (TYP) 4 / \ v 1 f �'ry� i �1� .•�' EXISTING,7x y �. P� BUILDING (TYP) �� EXISTING UTILITY POLE EXISTING UTILITY POLES 65-2 (SOURCE OF J ( }J / LESSEE POWER do FIBER) S—B—L- CONTRACTOR TO EXTEND EXISTING PAVEMENT 90' 1.26 . TOWARDS LESSEE LEASE AREA PROPOSED LESSEE 2O'x40' TEMPORARY CONSTRUCTION EASEMENT WIDE PROPOSEDLESSEE EEASEMENT i I / PROPOSED LESSEE 20' WADE ACCESS EASEMENT I EXISTING NO r j DISTURB AREA PROPOSED LESSEE 20' WIDE ACCESS do UTILITY EASEMENT 1 PROPOSED LESSEE 75'X75' (5,625 SF) LEASE AREA EXISTING TREE —'' LINE (TYP) _ ✓ S_B—L: ! 5 -B-56.-4-2 5fi.-4-1.1.22 t 1 APPROXIMATE LOCATION OF �� /117 EXISTING PROPERTY LINE 1 EXISTING \FOREST AREA., r S—B—L: APPROXIMATE LOCATION OF ADJACENT I r EXISTING PROPERTY LINE (TYP) , If l NOTE 1. THIS DRAWING IS FOR OPTION, LEASE, LICENSE AND OPROPERTY PLAN PERMITTING PURPOSES ONLY AND IS NOT TO BE USED LE-1 FOR CONSTRUCTION, SCALE: I" = 200' B t 2. FINAL UTILITY EASEMENT LOCATION WLL BE DETERMINED BY THE UTILITY COMPANY. ORIGINAL SIZE IN INCHES ® a SUNNY VIEW - CEASE EXHIBIT Tecton Ic 1 PROJECT # 20192076415 - LOCATION CODE # 307551 PJlACTICAL 30LV770MS, 17fC11l770NAL 32111IYlCl. 111 WIEDMAIER CT - TOWN OF ITHACA - TOMPKINS COUNTY, NY 14850 Tectonte Cn iahnq Cenrvllenta. Crelogirls k Lana svnaye<,, D.P.C. BELL ATLANTIC MOBILE SYSTEMS LLC Aro/xr Cen�aee Inf. 36 British Amoricon Blvd. Phone: ($18) 783-1630 (LESSEE)surly 101 (eoo) e29-6531 Lathcm, NY 12114 1275 JOHN STREET, SUITE 100, WEST HENRIMA, IVY 14586 r.Nx.teeteniCanginee rinq.com TEC WO:10751.053 1 ISSUED BY: GS I DATE: 10/19/22 SCALE: AS NOTED I SHEET: LE-1 I REV: 6 EXHIBIT O Tectonic FP?[IBC ��SO�u II4Hf EaCEPrI�HF�IFRV�C[ Verizon Wireless 1275 John Street, Suite 4100 West Henrietta, NY 14586 ATI-W Ms. Lindsay Beckwith April 3, 2023 RE: STRUCTURAL/GROUNDING LETTER PROPOSED TELECOMMUNICATIONS FACILITY VERIZON WIRELESS SITE: SUNNY VIEW 111 WIEDMAIER CT, TOWN OF ITHACA, TOMPKINS COUNTY, NY 14850 TECTONIC W.Q. 10751.0S3 Dear Ms. Beckwith: Verizon Wireless is proposing a telecommunication facility at the above referenced address. The site includes the installation of a Verizon Wireless antenna array at a centerline height of 130' above ground level (AGL) on a 134' monopole (138' including the 4' lightning rod). The monopole will be designed to accommodate antenna arrays for three (3) additional carriers in addition to the proposed Verizon Wireless installation, The structural loading for each future carrier will include twelve (12) panel antennas along with remote radio units and other related equipment. The make, model, and manufacturer of the proposed monopole will be provided as part of the construction documents to be submitted for the building permit application. For the purpose of structural design of the monopole, foundation and antenna supports, the most stringent criteria of the 2020 Building Code of New York State and ANSI/TIA-222-H-2017 "Structural Standard for Antenna Supporting Structures and Antennas and Small Wind Turbine Support Structures" will be applied. The proposed installation will be designed by a New York State licensed professional engineer and will meet all of the above listed criteria. The monopole will be designed to resist overturning, shear, and all other failure modes. The monopole will be designed such that, in the event of a failure, the monopole will fall within a fall zone setback of 134'. For the purpose of lightning protection, the tower, antennas, cabling, ground equipment, utility equipment, fencing, and all related objects will be grounded in accordance with the NEC/NFPA 780, ANSI/TIA-222-H-2017, and all other applicable local, state, and federal standards. Should you have any questions, please do not hesitate to contact me. Sincerely, Tectonic Engineering Consultants, Geologists & Land Surveyors, D.P.C. Steven M. Matthews, PE Director of Engineering Latham Office 36 British American Boulevard, Suite 101 1 Latham, NY 12110 518.783.1630 Tel 1 518.783.1544 fax t0Ctonitengi neering.cam Equal Opportunity Employer EXHIBIT P WWATERFORD Radio Frequency Emissions Compliance Report for Verizon Wireless Site Name: Sunny View Site Structure Type: Monopine Address: 111 Wiedmaier Court Latitude: 42.412417 Ithaca, NY 14850 Longitude:-76.450629 Report Date: March 14, 2023 Project: New Build Compliance Statement Based on information provided by Verizon Wireless and predictive modeling, the Sunny View installation proposed by Verizon Wireless will be compliant with Radiofrequency Radiations Exposure Limits of 47 C.F.R. §§ 1.1307(b)(3) and 1.1310. The proposed operation will not expose members of the General Public to hazardous levels of RF energy and will not contribute to existing cumulative MPE levels on walkable surfaces at ground or in adjacent buildings by 5% of the General Population limits. As predicted RF power densities will not exceed the FCC General Population limits, no mitigation action other than restricting access to the tower is required to achieve or maintain compliance. Certification 1, David C. Cotton, Jr., am the reviewer and approver of NEpWV this report and am fully aware of and familiar with the ��o� ES Co Rules and Regulations of both the Federal yo T10 Communications Commissions (FCC) and the * n p Occupational Safety and Health Administration (OSHA) z David C. Cotton, Jr. with regard to Human Exposure to Radio Frequency k. Licensed Professional Engin er Radiation, specifically in accordance with FCC's OET �FoA ° '� ��= State of New York, 086838 Bulletin 65. 1 have reviewed this Radio Frequency ROFEss+oDate:2023-Mar-14 Exposure Assessment report and believe it to be both warning: It is a violation of New York State Law, Article 145, Section §7209 for any person, unless acting true and accurate to the best of my knowledge. under the direction of licensed professional engineer, to alter this document in anyway. General Summary The compliance framework is derived from the Federal Communications Commission (FCC) Rules and Regulations for preventing human exposure in excess of the applicable Maximum Permissible Exposure ("MPE") limits. At any location at this site, the power density resulting from each transmitter may be expressed as a percentage of the frequency -specific limits and added to determine if 100% of the exposure limit has been exceeded. The FCC Rules define two tiers of permissible exposure differentiated by the situation in which the exposure takes place and/or the status of the individuals who are subject to exposure. General Population 1 Uncontrolled exposure limits apply to those situations in which persons may not be aware of the presence of electromagnetic energy, where exposure is not employment -related, or where persons cannot exercise control over their exposure. Occupational 1 Controlled exposure limits apply to situations in which persons are exposed as a consequence of their employment, have been made fully aware of the potential for exposure, and can exercise control over their exposure. Based on the criteria for these classifications, the FCC General Population limit is considered to be a level that is safe for continuous exposure time. The FCC General Population limit is 5 times more restrictive than the Occupational limits. In situations where the predicted MPE exceeds the General Population threshold in an accessible area as a result of emissions from multiple transmitters, FCC licensees that contribute greater than 5% of the aggregate MPE share responsibility for mitigation, Page 1 7430 New Technology Way, Suite 150 Frederick, Maryland 21703 (703) 596-1022 Phone www,waterfordconsultants.com Sunny View - New Build 03.14.2023 Table 1: FCC Limits Limits for General Population/ Uncontrolled Exposure Limits for Occupational/ Controlled Exposure Frequency MHz Power Density mWlcmZ Averaging Time minutes Power Density mW/cmz Averaging Time minutes 30-300 0.2 30 1 6 300-1500 f11500 30 f/300 6 1500-100,000 1.0 30 5.0 6 f=Frequency (MHz) Based on the computational guidelines set forth in FCC OET Bulletin 65, Waterford Consultants, LLC has developed software to predict the overall Maximum Permissible Exposure possible at any location given the spatial orientation and operating parameters of multiple RF sources. The power density in the Far Field of an RF source is specified by OET-65 Equation 5 as follows: 5, ^ E1RPZ (mW/cm2) 4-7r•R where EIRP is the Effective Radiated Power relative to an isotropic antenna and R is the distance between the antenna and point of study. Additionally, consideration is given to the manufacturers' horizontal and vertical antenna patterns as well as radiation reflection. At any location, the predicted power density in the Far Field is the spatial average of points within a 0 to 6-foot vertical profile that a person would occupy. Near field power density is based on OET-65 Equation 20 stated as _rr180l 100•Pt. n 5 — \BRw! 7r• R • h (mW/cm ) where P;n is the power input to the antenna, 9Bw is the horizontal pattern beamwidth and h is the aperture length. Some antennas employ beamforming technology where RF energy allocated to each customer device is dynamically directed toward their location. In the analysis presented herein, predicted exposure levels are based on all beams at full utilization (i.e. full power) simultaneously focused in any direction. As this condition is unlikely to occur, the actual power density levels at ground and at adjacent structures are expected to be less that the levels reported below. These theoretical results represent maximum -case predictions as all RF emitters are assumed to be operating at 100% duty cycle. Page 2 7430 New Technology Way, Suite 150 Frederick, Maryland 21703 (703) 596-1022 Phone www.waterfordconsultants.com Sunny View - New Build 03.14.2023 Analysis Verizon Wireless proposes the following installation at this location: INSTALL NINE (9) NEW ANTENNAS AND THEIR RESPECTIVE RADIO EQUIPMENT The antennas will be mounted on a 138-foot Monopine with centerlines 130 feet above ground level. Proposed antenna operating parameters are listed in Appendix A. Other appurtenances such as GPS antennas, RRUs and hybrid cable below the antennas are not sources of RF emissions. No other antennas are known to be operating in the vicinity of this site. Figure 1: Antenna Locations Page 3 7430 New Technology way, Suite 150 Frederick, Maryland 21703 (703) 596-1022 Phone www,waterfordconsuftants.com Sunny View - New Build 03.14.2023 Power density decreases significantly with distance from any antenna. The panel -type antennas to be employed at this site are highly directional by design and the orientation in azimuth and mounting elevation, as documented, serves to reduce the potential to exceed MPE limits at any location other than directly in front of the antennas. For accessible areas at ground level, the maximum predicted power density level resulting from all Verizon Wireless operations is 0.3747% of the FCC General Population limits. There are no apparent inhabited buildings or structures in the immediate area as depicted in Figure 1. The proposed operation will not expose members of the General Public to hazardous levels of RF energy and will not contribute to existing cumulative MPE levels on walkable surfaces at ground or in adjacent buildings by 5% of the General Population limits. As predicted RF power densities will not exceed the FCC General Population limits, no mitigation action other than restricting access to the tower is required to achieve or maintain compliance. Compliance Requirement Diagram (Access Location) Figure 2: Mitigation Recommendations Page 4 7430 New Technology Way, Suite 150 Frederick, Maryland 21703 (703) 596-1022 Phone www.waterfordconsultants.com T a _T) .L L N 0 V L m m [V L o N a o b m Q 3 O z Q 3 K (v 7 W/•� C CL CL (n a t7 •• Nt9 C o M 0 M 0 M 0 M 0 M 0 M 0 M 0 M 0 M 0 M 0 M 0 M o M a M a M o M a M o M 00 M M 0 M C. M 0 M 0 M d•• 7 N g m 47 Im to m m N v to LA ti T p co N V o Ln to Qf (n ti N m to ti r t0 00 N 0 _ 0) 01 T M N 'd' (?7 LO N r to a0 7 Lil NN M oo V' tiNN f, m ICJ W)NN N Cf 0o V' t. ti to cm IA IAN h C7 N 00 V hNN " " YI p_ •• — MW to MplorMw oT MO0 Mto Ln MON tNo 000 Qmi �oaO ao �I�o aap DOl co, W V W rrN rr to MrrN Mt~4 rCD V) w m C4 muoo w Oroa �r TTtDm C "NMN '0 'd'N MfApNMN V'N MtA C1 N to cm It N mfnm • MM Loti to M MMM(9 IAN N tDM toti MIA P7 MM IA MtD Cl C'! lOM MIA M M M IONN MtD to V T r N T T r T r T r N r r r T T T r N r r r T N p Ln J � O O p O O O O O O o 0 0 0 0 0 C. 0 0 0 0 0 0 0 0 N N aNN N It V NN V rNNd"Id, ED U c V o V' o N 0 0 V 0 0 C 0 0 0 C. 0 0 CDa a a o 0 0 0 0 0 F N N V V' N N V V It N V' V N N It It V• N s �y+a0 roop N o0wo 00m Nommomwo O Noomm }J 3Cr, m 47 N N It1 N N N to N 0 N N N N N IA N m N N N N N b w tD ww T to t0 tD co to tD tD T W to to to to tD to r (o to tD tD L N 5 N N N N N N N N N N N N N N N N N N N N N N N N U •• 0 0 0 0 0 0 0 0 to 'n to M IA to NW� 0 0 0 O C O o 0 y •p N r N CV N N N N N r r N r C" T r N r N r N r N r N N M N M N M N M N M N M N M N M O 0 Q O O O O p p 0 O p p p p O p p O 0 0 0 CO�^0o� [+~'�r`ON N�'MO Mn 0NNr,0rcm cm O p O O h O M M M ❑❑❑N p p pNV' O p N ❑❑❑❑❑❑ON ppN p p p NOON p p O O V N 000oocoN O 0 oNNoONa 0 0 0 0 0 o N O❑❑❑ a O oNN O a a m mcv m M Cl m mcy m mty mty m m M m m m m m m m M 0 m m m m m�� wIxwm �m� ��� «sUUU �UU00Lo0 ti inLhLoLh0 7W r, 0_, to Mtt7ti tfj � w LO to {4 tD w tD w lD w tD w Lo tD � lD w � tD IA f0 to tD low t0 f0 toh tC •O LnLntiti to t0 to t0 ca to to to zZS� 22xYYY2tD SSSTSz ztD 2Z2S sssF- xxxxxxs� zz222xx�- x2xx z z z z z z z z z z m z z z z z z z z z z z z zI 0 0 0 m rn 0 L W W W W W W W W W W W W W W W W w W W W W �aaa OMMMM .a.n. 0aaaaaaa 0aa0.a 3000 ZOOO0000 Z000O00a zOOOO -5uuu MUODUUUU MUODUUUU ❑0000 / n w w w w o m(DnAUnnMO U) U) 0) h h 3ccc mcmmmmmm MCCcr 42mmmmm� <2222 g000 (00000000 WOO00000 00000 OOO UUUUUUU UUUUUUU UUUU C C C C C C C C C C G G G G G C C C C C C 0 G C m o 0 0 0 0 0 0 0 0 0 o a o 0 0 0 0 0 0 0 o a o 0 • N L N .L N .L N .L N .` N N N N N N N N N .� N .� N .w N .0 N .0 N .4 N .` N .L N .L N .L N .` ca V > > > > > > > > > > > > > > > > > > > > C OCj rrr NMMMMV• V V air) tDtDtDtDnfhti OoOfmmto C Q J EXHIBIT Q VISUAL RESOURCE EVALUATION PROPOSED 134' TALL TELECOMMUNICATIONS STRUCTURE SITE NAME: SUNNY VIEW 111 Wiedmaier Court Town of Ithaca Tompkins County New York, 14850 Submitted by: verizon%/ 1275 John Street, Suite 100 West Henrietta, NY 14586 Prepared by: ectonic 1 36 British American Blvd., Suite 101 Latham, New York 12110 518-783-1630 845-567-8703 FAX February 20, 2024 VISUAL RESOURCE EVALUATION Tectonic Engineering Consultants, Geologists & Land Surveyors, D.P.C., was contracted by Verizon Wireless to conduct a "Visual Resource Evaluation" to determine which areas within the Town of Ithaca will contain views of the proposed 134-foot tall wireless telecommunications structure. Setting: The proposed site is located at 111 Wiedmaier Court in the Town of Ithaca, Tompkins County, New York. The surrounding land use is mostly forested and residential with small areas of agricultural uses. The predominant forest species are mixed deciduous and coniferous, with an estimated height of 50 to 70 feet. The field study for this visual resource evaluation was conducted in the late -winter season during 100% leaf off conditions. The leaf off condition represents a worst case scenario in that it is a scenario in which the visibility of the structure is maximized due to the lack of leaves on existing deciduous vegetation. Methodology. On Tuesday February 14, 2023, Tectonic conducted a field investigation for the purpose of evaluating the viewshed associated with the proposed installation of the 134-foot tower. Conditions were sunny with a temperature of approximately 550, and with wind speeds of approximately 5-mph. The study area consisted of a 2-mile radius from the project site. The methodology utilized during this field investigation is referred to as a "balloon test." The height of the proposed structure was simulated by floating a 4' diameter, helium -filled weather balloon at 134-feet above ground level (AGL). The balloon provided reference points for height as well as location and also provides a known dimension that later aids in the production of photo simulations. Prior to the field study, Tectonic assessed the potential visibility in the study area by creating desktop viewshed maps using ESRI ArcGIS Desktop 10.8 in conjunction with a USGS 7.5 Minute Series Topographic Quadrangles Map and aerial base maps and street maps. A viewshed map was created delineating areas where visibility would be blocked by topography and areas where visibility would be blocked by vegetation. Tectonic drove the study area to confirm the potential visibility of the structure. During the "in field" review the participants reviewed and documented those areas from which views of the structure may be "visible" and those which are blocked by topography and vegetation. The resulting data from this analysis was reviewed and referenced on the "Photo Log" and "Viewshed Map" attached. The colors on the map delineate which areas have a line of sight to the structure. The viewshed analysis resulted in the discovery that the proposed structure would be visible from only a few locations on Coddington Road, Slaterville Road, Burns Way, Burns Road, Park Lane, Wiedmaier Court, and Golden Eagle Court. Photographs were taken from various vantage points within the study area to document the actual view towards the proposed structure, as well as the general character of the viewshed. Each photograph attached includes a brief description of the location and orientation from which it was taken, and the photo number corresponds to the key number on the photo log map. Project Number: 10751.053 Page 1 of 2 February 20, 2024 Process: Photographs of the weather balloon from the viewpoints noted were taken with a Nikon D5300 Digital 24 megapixel camera using a 55mm focal length lens to mimic the view as observed from the human eye. A 4-foot diameter red helium filled balloon was floated to a height of 134-feet. In order to analyze the potential visual impacts of the proposed structure, Tectonic took photographs of the balloon from locations within the search area for the purpose of preparing simulations of the proposed structure. Photographs for which there is a corresponding simulated view (#1, 3, 4, 5, 6 & 9) of the proposed structure were produced by first photographing an existing similar type structure, then photographing the view towards the proposed site where the marker balloon was set to a height of 134- feet AGL. The digital images of the balloons and similar structure were then merged and scaled through the use of digital image editing software. With this process, the structure is scaled to the correct height and width by scaling the similar type structure using measurements from the marker balloon. The similar type structure used has an antenna array that spans eight feet (8'). By measuring the balloon width of 4', one can determine the proper width of the antenna array by multiplying the balloon width by a factor of 2. The composite is printed out to a PDF file, producing the final image. We note that the simulations provided are artistic renderings of views from chosen locations and should not be interpreted to be the actual view of the tower following construction. While we utilize best efforts to simulate the view of the proposed tower from a particular location, some variance between sims, manufacturer products and final installed towers is to be expected. Conclusion: The Viewshed Analysis Map presents a conservative delineation of the viewshed within the study area and along public roadways. The photo slides have been prepared per the methodology described above and provide a general depiction of the appearance of the structure from the photographed viewpoints. Sincerely, TECTONIC ENGINEERING CONSULTANTS, GEOLOGISTS & LAND SURVEYORS, D.P.C. Steven M. Matthews, PE Managing Director - Engineering Project Number: 10751.053 Page 2 of 2 February 20, 2024 Snnro Lays Credits Sportaa Eon. KRE.Otrmn_ ntnmp. eCrenrR�S P Cap. GERM Lt=. FAO. W& rptC,w, CeoRase rA. eadR5W RL Ordrurce Simi Fvs Japan. IAETI Eul omoi na "I rcr SgenSrreellAan cmhfiubs, aM Ire G4 user cMi RI' Legend Proposed To r Location © Tower Lo Rhon {2 mile huffed Predicted Topographic Viewshed Nol Valve dua to ToMraphy PotenliaCyVVsOfe Predicted Vegetative Viewshed Not Vrsbo due to Vegatatlon �r PatentraEfy Yt5 a Sunny view Computer Generated 134ft Monopole 111 WiedmaierCt. o oz as 08Miles Viewshed Map Ithaca, NY 14850 1_ . r r i r i , ,I,r M low - I --Ik tttlaca 14 IWA41 PA. * 4p 4 3 --Oull H'Ill 2 41 141, 13 lihaca,City SChWD istrict l Tectonic Looking Southwest from the intersection of Weidmaier CT & Slaterville RD. n i The proposed structure will be visible from this location. I� Distance From the photographic location to the proposed site is 900'± 10751.053 Looking Southwest from the intersection of Weidmaier CT & Slaterville RD. C I i The proposed monopole will be visible from this location, Distance from the photographic location to the proposed site is 900'± 10751,053 r. 16 � i 3 : LOU Tectonic 147F."F -,I ' Tectonic U ing West from 1667 Slaterville RD nproposed structure will be visible from this location. f Distance from the photographic location to the proposed site is 1550'± 10751.053 Looking West from 1667 Slaterville RD ^ The proposed monopole will be visible from this location. Distance from the photographic location to the proposed site is 1550'± 10751.053 Looking West from 1667 Slaterville RD • The proposed monopine will be visible from this location. Distance from the photographic location to the proposed site is 1550'± 10751.053 Looking South from the intersection of Burns RD & Slaterville RD. n ! The proposed structure will be visible from this location. f Distance from the photographic location to the proposed site is 930'± 10751.053 Looking South from the intersection of Burns RD & Slaterville RD. C _ n • The proposed monopole will be visible from this location. J `F Distance from the photographic location to the proposed site is 930'± 10751.053 Looking South from the intersection of Burns RD & Slaterville RD. C _ n a i The proposed monopine will be visible from this location. J `t Distance From the photographic location to the proposed site is 930`± 10751.053 w , '00 lie AV V 40J . 410M.- I TVA' A Tectonic 0 j Or AP fir '0 Tectonic . I . , - ri , ., ; I .. - Tectonic Looking Northeast along Burns Road. - P i The proposed structure will be visible from this location. Distance from the photographic location to the proposed site is 400'± 10751.053 t ooking Northeast along Burns Road. f he proposed monopole will be visible from this location, S-6 Distance from the photographic location to the proposed site is 400'± 10751"053 ! � E 15 �� or JIL Looking Northeast along Burns Road. _ �a The proposed monopine will be visible from this location. Distance from the photographic location to the proposed site is 400'± 10751,053 Looking Northeast from 275 Burns Road (South Hill Recreation Trail Parking). n • The proposed structure will not be visible from this location. I� Distance from the photographic location to the proposed site is 3556'± 10751,053 * Tl:-� �--, Tectonic I Tectonic low 010 A -f vp Tectonic Looking Southeast from 211 Park Lane. S-9a i The proposed monopine will be visible from this location. Distance From the photographic location to the proposed site is 2580'± 10751.053 t ooking East from the intersection of Coddington Rd & Troy Road.n*� O he proposed structure will not be visible from this location. f I Distance from the photographic location to the proposed site is 1.4 miles 10751.053 - �� . .yT}± wilt*t; �� • •s '" 'y ' � � � � �.� r �- - ... .`_- '_ 1 _ '_%��aG"'r J -tr v.. N✓- ` o-rr -��• .. y' � - ^ YZ.`�"'� �. .. -ate r i. - `�' r t� i.y �� �"�v .. -• r_r, +r. - - -ate t•-:+ •- yr �!�}, .w� ^ •t - .'a,� M����.}� r r ���! - ice- - � •'V 1 � _� - _— !. ^ �.� ., _�,•1s !. Tj. .' ". Y i4�'=ice --. a :Y fi?u R•r��1ti r XI . ':+4�f - t;i• � 1 .1. y � _ a - r - tit` ,�ti - -' -r^. yr �S^ - Looking Northwest from an open field along Coddington Rd South of Banks Rd, • The proposed structure will be visible from this location, Distance from the photographic location to the proposed site is 2 miles ± 10751.053 Looking Northwest from the intersection of Banks RD & Coddington Rd. n C I i The proposed structure will not be visible from this location. I� Distance from the photographic location to the proposed site is 1.75 miles ± 10751.053 Looking Northeast from 1034/1018 Coddington RD. P -13 The proposed structure will be visible from this location. Distance From the photographic location to the proposed site is 1.5 miles ± 10751.053 Looking Southeast from #2 Golden Eagle Court. n • The proposed structure will be visible from this location. I� Distance from the photographic location to the proposed site is 1 mile ± 10751.053 Looking Northeast from 920 Coddington Way (Community Center). i The proposed structure will be visible from this location. Distance from the photographic location to the proposed site is 48001± 10751.053 Looking Northeast from 814 Coddington RD (Cemetery). n _ r • The proposed structure will be visible from this location. �" U Distance from the photographic location to the proposed site is 4960'* 10751.053 Looking Northeast from the intersection of Coddington RD & Burns RD, The proposed structure will not be visible from this location. Distance from the photographic location to the proposed site is 4820'± 10751.053 EXHIBIT R e e x sQ<�a'3W ' w o o o w •L % \ � � _ � = a e a B Yr �°�� ��c�g$t � > -.z � voi � w z T 3 Y N g N 3 a- w 3< >W i z y -oF a P. E�8� m Z w€ Eg cn N rap wo€$p U o U o? a U <Ui�mw U J wJm�Q � ■� LU W� co h zg �W W . '1� PROPOSED MONOPOLE \ 1 1 APPROXIMATE LOCA/ LIN OF A EXISRINC PROPERTY LINE 1 t / / I 5 1 / i 1 � 1 , 1 ] 1 � _ 1 NOTE: THE PROPERTY LINES HEREON ARE APPROXIMATE BASED ON CIS DATA AND ARE FOR ORIENTATION PURPOSES ONLY. THEY DO NOT REPRESENT A PROPERTY/BOUNDARY DECISION BY A LAND SURVEYOR. (Z)ADJOINERS PLAN 2Bv n,.1] Nm t : ,ar Lzz.sK NZEI ID SBL OWNER ADDRESS -/STATE/211' 1 56.-<-1.22 5ROBERF lANDLLC 1129AVENIDASCVILIAKSC WALNUTCREEK,CA"S95 2 56.<-1.26 BAIRAHAR'ASAWINAB BAIRACNAMA IAGADISR 602 WEST XNK- ITHACA,NY1w50 3 56.-01.25 S ROBERISWIEDMAIER, LLC 1129AVENIDASEVILU.KSC WAUlUTCREEKCA-$ 169151ATERVILLERG ITRACA, NY IK850 S -A CITY OF ITHACA SOB E GREEN ST ITILACA NYl050 6 56.2-1i G1L115,A "T PS GIll15, SUE ELLEN 112 BURNS RO IT-XY IA850 ] 56:4-1.21 SOIOENBRIN,BETHRIVA 120 BURNS R0 ITHACq NY 1A850 8 56.4.1.23 SROBERTSWIEDMAIER,LLC 1129AVENIDASEVIL-K WALNUT CREEK,OR9095 SROBERMWIEDMAIER,ILC 1129AVENIDASEVILIARSC WALNUTCREE9,CA94595 10 56: <1.2] SROBFRTS WIEDMAIER,LLC 1119AVENIDASFVIl1A45C WALNUL CREEK, CA 9A595 @ADJOINERS LIST verizon✓ OA x11 Tectonic' WORK Oft NUMBER + WN 10]St.053 I_1 N0. DATE -E 02/17/23 FOR L-mC at/10/25 FOR RE-:R, a/a/23 FOR ZoxNo tt/ot/aT FOR 2axixo R/20/U PER 12.11.21 tow MB 1 R� jel / p0 �/ 0 JRNS APPROXIMATE LOCATION OF EXISTING ADJACENT PROPERTY LINE (TIP) BULK REQUIREMENTS TOM OF ITNACA ZONING DI —CT: CONSERVANGN (C) NEDNIRED EXlsnxc MINIMUM YARDS (TONER)• 284P.DSED. FR 1 135 FT - SIDE: 138 FT 354 FT REAR: 138 FT - 565 FT MINIMUM YARDS (COMPOUND) FRONT: 50 FT - SDE: 50 FT - 342 FT 180 FT REAR: 200 FT - 5]6 FT MAXIMUM TOWER HEIGHT: 30 FT - 1J8 FT -APPLICANT MILL APPLY FOR AREA VA —E FOR HEIGHT EXCEEDING 30 ( 1 I / 1 / / SETBACK/PLAN NOTE: (( THE PROPERTY LINES HEREON ARE APPROXIMATE BASED ON CIS DATA AND ARE FOR ORIENTATION PURPOSES t (1}aJ4.0 ONLY. THEY DO NOT REPRESENT A PROPERTY/BOUNDARY DECISION BY A LAND SURVEYOR. verizon,/ .O.—ANY ti586t� '��O,fM'NEN.y 56�OMf`� EXISTING ROAD (TYP) verizon✓ SECTION 56. - EXISTING OHW \ I BLOCK 4 LOT 1.21 R° Te_ ' EXISTING UTILITY ctonhP � �'1'Y / POLE (TYP) I'w.e ////JJJ--- \ BLOCK 4 LOT 1.23 �wM� 1B_i A SECTION 56. j cs J N0. DAIS 55VE 0 02/31/0 SECTION 56. yyXc 0uR Q.Ta m/iom BLOCK 2 LOT 11 j J�2 - / 0 SECTION 56. � w/04/2.l FOR 2oww BLOCK 4 LOi 1.25 / � � 11~23 rox 2/2R/2e NA IZII 3 — EXISTING /\ BLOCK 4 LOT 1.27 // _ \ \ (ASSUMED SOURCE OF POWER &FIBER) PROPOSED UNDERGROUND 8 \ POWER AND FlBER (CONDUITS / EXISTING 3490 LF) 9 / � BUILDING / SECTION 56. CONTRACTOR TO EXTEND EXISTING PAVEMENT 90' TOWARDS VERIZON WIRELESS TOWER 94'SEpF wH"YO PROPOSED POWER AND FIBER / s PULL BOX EVERY t300 LF / APPROXIMATE LOCATION OF EXISTING 6 \ SECTION 56. ADJACENT PROPERTY LINE (TYP) / BLOCK 4 LOT 1.26 ersm APPROXIMATE LOCATION OF NO DISTURBANCE LINE (TYP) \ EXISTING PROPOSED 12, EXISTING STONE TREEUNE (ttP) NON—EXCLUSNE GRAVEL COLUMN (TYP) \ f- ACCESS DRIVE \ EXISTING 0 �O / / GRA55 AREA E )'� INFORIMTION ss SUNNY VIEW / � SECTION s6. W6S#: VZ-00049818.C.9341 BLOCK 4 LOT 2 MDG#: 5000007226 PROPOSED MONOPOLE / SR.— } (SEE SHEET C-3) ( / i J 111 WIEDMAIER CT TOWN OF ITHACA PROPOSED 50'x5O` FENCED / TOMPKINS COUNTY COMPOUND (SEE SHEET C-2) J NY 14850 SHEEP TR1E / APPROXIMATE LOCATION OF / EXISTING PROPERTY LINE OVERALL SITE PLAN EXISTING EDGE OF GRAVEL ROAD / SHEEP NUMBER NOTE �OVERAL(L SITE PLAN THE PROPERTY LINES HEREON ARE APPROXIMATE BASED ON GIS DATA AND ARE FOR ORIENTATION —� z' i lxaie s2ii) PURPOSES ONLY. THEY DO NOT REPRESENT A PROPERTY/BOUNDARY DECISION BY A LAND SURVEYOR. C EXISTING EDGE OF ' ASPHALT �\ I / ` \ PROPOSED VERIZON WIRELESS / t50' STABILIZED CONSRtLaN ENTRANCE (SEE DETAIL 2/C-4B) APPROXIMATE LOCATION OF J CONTRACTOR TO EXTEND EXISTING EXISTING PROPERTY LINE \ \ PAVEMENT 90' TOWARDS VERIZON WIRELESS TOWER (SEE DETAIL 1/C-4B) `I 9 EXISTING BUILDING (TYP) EXISTING TREE J LINE (TYP) PROPOSED VERIZON WIRELESS U/G POWER AND FIBER CONDUITS 'r APPROXIMATE LOCATION OF ..JJ /,� J ♦ EXISTING ADJACENT PROPERTY LINE (TYP) PROOSED ACCESS DRIVEWAY CENT WAY CENTERLINE / EO PROPOSED 12' WIDE NON-EXCLUSIVE GRAVEL ACCESS DRIVE TO IMPROVE EEO/E?/ UPON EXISTING (SEE DETAIL 4/C-4B)"/ 9PaC gP�G."8 / . y1J�'�.fS�JP APPROXIMATE LOCATION OF EXISTING GRAVEL DRIVE IN / POOR CONDITION APPROXIMATE LOCATION OF NO DISTURBANCE LINE (TYP) TOP OF CONCRETE _ 824.7' AMSL A � 1 1 FINISH GRADE AT \ TOWER - 524.4' AMSL \ BROAD PLAN VIEW C-IB SC ( 1 - ]tl (3taH 4II)) ACCESS ROAD LENGTH = 542'3 UNDERGROUND UTILITY LENGTH - 505'2 AREA OF DISTURBANCE = 12 051 SF ± (0.28 ACRES) 870 860 850 840 830 820 -1.70% 810 5+42.05 5+00 PROPOSED ACCESS ROAD CL GRADE TO BE CLOSE TO EXISTING GRAVEL DRIVE n mo nv, d w d w d w w d — mlm\, w eM d w oo d w onm+ d w m Hn d w d w d w n mm d w mn w d m' w YY e+ N d w �n m d w ul d w g d w o0 d w d w d w d 870 860 850 840 830 820 810 Nm 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 BROAD PROFILE VIEW verizonJ N PROPOSED VERIZON WIRELESS BATTERY CABINET PROPOSED VERIZON WIRELESS EQUIPMENT CABINET PROPOSED VERIZON WIRELESS 50kW GENERATOR ON 4'x8' CONCRETE PAD PROPOSED VERIZON WIRELESS U/G PROPOSED 50'x50' POWER CONDUITS TO GENERATOR FENCED COMPOUND I PROPOSED VERIZON WIRELESS UTILITY i 8, RF EQUIPMENT ON H—FRAME PROPOSED VERIZON WIRELESS CPS UNIT ATTACHED TO H—FRAME POST PROPOSED GRAVEL SURFACING 8 PROPOSED VERIZON WIRELESS CABLE BRIDGE PROPOSED MONOPOLE (DESIGNED BY OTHERS) (SEE SHEET C-3) PROPOSED 15' WIDE GRAVEL PARKING AND TURNAROUND AREA SITE DETAIL PLAN PROPOSED VERIZON WIRELESS U/G POWER @ FIBER CONDUITS ROUTED TO H—FRAME PROPOSED UTILITY BACKBOARD PROPOSED TRANSFORMER uc (BY OTHERS) PROPOSED BOLLARD (TYP) 4x 0 0 \PROPOSED VERIZ.N WIRELESS 1O'xI2'0'x12' ICE CANOPY \ PROPOSED 12'-6'x11'-0' CONCRETE EQUIPMENT PAD \ W PROPOSED VERIZON WIRELESS� U/G POWER h FIBER CONDUITS W / Y \-- --------� PROPOSED 12' WIDE DOUBLE GATE verizon,/ PROPOSED LIGHTNING ROD verizon✓ I PROPOSED VERIZON WIRELESS: /� I ANTENNA (2/SECTOR-6 TOTAL), Tectoni/►i I DUAL BAND RRH (2/SECTOR-6 TOTAL), C-BAND RRH/ANTENNA (I/SECTOR-3 TOTAL), ANTENNA MOUNT (1 /SECTOR-3 TOTAL), j 12-CIRCUIT OVP UNIT (1-TOTAL) I I WORK OIIDQa NUMBER ^ MWN am 10751.053 GS I I N0. DATE ISSUE I ov�F/zs N wnoiv a./o./xs Fax zoxwc� I ,+roa/as I I anon. I I �+ PROPOSED VERIZON WIRELESS 'fqS PANEL ANTENNA (2/SECTOR-6 TOTAL) 1 E 0 J �pTO c'o• 9 PROPOSED VERIZON WIRELESS oC-BAND ANTENNA/RRH PROPOSED MONOPOLE o (I/SECTOR-3 TOTAL) o i (SEE ELEVATION 1/C-3) wvy1 I PROPOSED MONOPOLE o GT QUAD COLLAR MOUNT o ; I o. I PROPOSED MONOPOLE O I PROPOSED TIEBACK 1�OF NE{yY o (7 TOTAL) o > 1 I I PROPOSED VERIZON WIRELESS I OVP UNIT (ALPHA SECTOR ONLY) F� nj Fss�a+" I (2) PROPOSED VERIZON WIRELESS 6.12 PROPOSED VERIZON WIRELESS 8• J u a eOTOR I HYBRID CABLES ROUTED WITHIN MONOPOLE HEAVY DUN UPNY ANTENNA FRAME 70• ASSEMBLY (I/SECTOR-3 TOTAL) OP nE rarc s+�� e I � h I h� ro I PROPOSED VERIZON WIRELESS I 0�P a DUAL BAUD RRH UNIT I (2/SECTOR-6 TOTAL) I SITE I I ruLL ixFnlxAnai ES SUNNY VIEW ANTENNA ORIENTATION WBS#: VZ-00049818.C.9341 , START OF PROPOSED >ro -+;_aMDG: 5000007226 -o; SITE ADD I CLIMBING PEGS RESS 111 WIEDMAIER CT TOWN OF ITHACA TOMPKINS COUNTY —� NY 14850 EXISTING GRADE SNEET TITLE ELEVATION & ORIENTATION PLAN ELEVATION SHEEP NUMBER -3 SCALE: 1' IS' (11x17 SIZE) 1' S' (22x3 SIZE) C-3 BARBED WIRE 3 STRANDS EXTENSION ARM GALVANIZED POST CAP TOP RAIL LINE POST SPACED ® NOT TO EXCEED 10'-0" O.C. (SEE FENCING NOTES FOR DIAMETERS OF POSTS) CHAIN LINK FABRIC as INSIDES (,.T- `OUTSIDp TENSION 6RAOEOWNE o. a a 3" MIN. �yo u 4,000 PSI CONCRETE FENCE DETAIL CAP (TYP ON ALL POSTS) (3) INDUSTRIAL MALLEABLE 12'-0" IRON OFFSET PIN HINGES PER GATE PANEL (PAGE—WILSON " D STEEL TRUSS M-6 OR EQUAL) ROD BOLLARD DETAIL WELDED HEAVY DUTYHASP AND STAPLE W/INTEGRAL DROP BAR AND PADLOCK — 9"a9" BANDED HAND HOLE (TYP) W/CHAIN WELDED ® ONE SIDE STRANDS OF GALVANIZED BARBED WIRE TOP RAIL GATE FRAME 4" DIA SCH 40 GATE POST TENSION WIRE ....... GRADE BCAR ENTER DROP SLOTTED 1'-0" MUSHROOM CAP CIA DOUBLE GATE DETAIL CONCRETE (SEE FENCE DETAIL) :H 40 FILLED 'E GUARD POST 'ELLOW RARE 000 PSI DNCRETE DMPACTED 3/4" RUSHED STONE DMPACTED JBGRADE 3/4" CRUSHED STONE CONFORMING WITH NYSDOT STANDARD SPECIFICATIONS SECTION 703—AGGREGATE, SUB —SECTION 703-02—COURSE AGGREGATE, TABLE 703-4 NO. 2 STONE WEED BARRIER SHALL BE _ TYPAR LANDSCAPE FABRIC OR ENGINEER APPROVED EQUAL COMPACTED SUBGRADE GRAVEL SURFACING TREATMENT POST CAP CABLE BRIDGE SITE PRO P/N:IB72D—T3 H—FRAME CABLE BRIDGE SITE PRO P/N:IB24D—T3 ANTENNA CABLE ON SNAP —IN COAX HANGER (TYP) fl FIN GRADE TO GROUND SYSTEM `r REFER TO GROUNDING `o PLAN FOR CONNECTION 3" MIN. CONCRETE CABLE BRIDGE verizon%l Tectonic' WORK ORDER NUMBER ,~ 10751.053 CS NO. GATE ISSUE 0 w ns rort t os/,o/xs cox ] w/w/23 cart :reon� �tE OxNEwY g~ 9 SITE INFO ON ss SUNNY VIEW WBS#: VZ-00049818.C.9341 MDG#: 5000007226 '17- 111 WIEDMAIER CT TOWN OF ITHACA TOMPKINS COUNTY NY 14850 SHEET T E SITE DETAILS SHEET NUMBER C-4A 1.5" MINIMUM OF TOP COURSE MATERIAL CONFORMING WITH NYSDOT SPECIFICATION 404.128201 -12.5 F2 80 SERIES COMPACTION 2.5" MINIMUM OF BINDER MATERIAL CONFORMING WITH NYSDOT SPECIFICATION 404.258901 -25 F9, 80 SERIES COMPACTION EXISTING PAVEMENT TO BE SAW CUT, 90• REMOVED (12' FROM EXISTING EDGE) AND REPLACED W/ NEW PAVEMENT ASPHALT JOINT SEALANT CONFORMING WITH NYSDOT SPECIFICATION 418.603 12" 12' 12" EXISTING SUB -GRADE 8MINIMUM OF SUBBASE MATERIAL CONFORMING WITH NYSDOT SPECIFICATION 304.12 -SUBBASE COURSE, TYPE 2 PROPOSED DRIVEWAY DETAIL 6" TOP COURSE CONFORMING WITH NYSDOT SPECIFICATION 733.0402, TYPE 2 SUBBASE LENGTH PER PLANS SLOPE: 1/4" PER FOOT SLOPE: 1/4" PER F00T EXISTING GRADE - iI 12" OF SUBBASE MATERIAL, 1 III111 ��I COMPACT EXISTING SUBGRADE TO CONFORMING WITH NYSDOT 95R OF MAXIMUM DRY DENSITY SPECIFICATION 703.0201 CRUSHED AS DETERMINED BY STANDARD STONE (p4 & 05 STONE) PROCTOR (ASTM D-698) TEST `GEOTEXTILE FABRIC MIRAFI EARTH WORK SUBGRADE COMPACTION & SELECT GRANULAR FILL 50OX OR APPROVED EQUAL 1. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING & GRUBBING THE CONSTRUCTION SITE AND ROADWAY AREAS. THE CONTRACTOR SHALL COMPLY WITH THE RECOMMENDATIONS CONTAINED WITHIN THE GEOTECHNICAL REPORT, AS PREPARED FOR THIS SITE, WHEN NECESSARY, FOR SITE WORK PREPARATION, & FOUNDATION WORK. AS A MINIMUM THE TOP 3" OF GRADE SHALL BE REMOVED, THE EXPOSED SUBGRADE COMPACTED AND GEOTEXTILE FABRIC INSTALLED AS REQUIRED FOR UNSTABLE SOIL CONDITION. 2. ALL SELECT GRANULAR FILL SHALL BE COMPACTED TO A 95% COMPACTION AT A MAXIMUM DRY DENSITY AS DETERMINED BY MODIFIED PROCTOR TEST (ASTM D-1557) AND WITHIN PLUS OR MINUS 3% OF OPTIMUM MOISTURE CONTENT. 3. CONTRACTOR TO ASSURE THAT EXISTING DRAINAGE PATTERNS ARE MAINTAINED. GRAVEL DRIVE CROSS SECTION _ s 3�' . i =C liiw sal) 50' MIN ,q��JE RANCE ROAD 6' THICKNESS OF 2' PLAN RAD. 25' CRUSHED STONE POLY -FILTER X FILTER CLOTH AS MANUFACTURED BY CARTHAGE COMPACTED MILLS OR APPROVED EQUAL SUBGRADE SECTION A -A NOTES: 1. STONE SIZE - USE 2" STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. 2. LENGTH - NOT LESS THAN 50 FEET 3. THICKNESS - NOT LESS THAN SIX INCHES 4. WIDTH - 12 FOOT MINIMUM. BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. 5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL A MOUNTABLE BERM WITH 5:1 SLOPES PALL BE PERMITTED. 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH SHALL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED. WASHED, OR TRACKED ONTO PUBLIC RIGHTS -OF -WAY MUST BE REMOVED IMMEDIATELY. 8. WASHING - WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHTS -OF -WAY. IF ACCUMULATED SOIL DOES NOT COME OFF BY WAY OF STABILIZED CONSTRUCTION ENTRANCE. THE CONTRACTOR SHALL KNOCK OFF ACCUMULATED SOIL BY MANUAL METHODS UPSLOPE OF A SILT FENCE BARRIER. 9. SEDIMENT TRAPPING - SILT FENCE BARRIER SHALL BE INSTALLED DOWN) SLOPE OF CONSTRUCTION ENTRANCE TO CATCH ANY SEDIMENT THAT COULD POTENTIALLY FALL OFF OF CONSTRUCTION EQUIPMENT AND/OR VEHICLES. 10. PERIODIC INSPECTIONS AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. 9KM_ (LIZED CONSTRUCTION ENTRANCE verizon' !r1 %Sut ' SE,OF N,1,.F r Oq 4�0 35OMH� oRini NFORIMlIOss . IN SUNNY VIEW WBS#: VZ-00049818.C.9341 MDG#: 5000007226 AODRE55 111 WIEDMAIER CT TOWN OF ITHACA TOMPKINS COUNTY NY 14850 SHEET TITLE SITE DETAILS SHEET NUMBER C-4B PROPOSED VERIZON WIRELESS 10'.12' ICE CANOPY (4) 3" CONDUIT PROVIDING CONNECTIVITY BETWEEN CABINETS (COORDINATE FINAL CONDUITS W/VERIZON WIRELESS CE) PROPOSED VERIZON WIRELESS BATTERY CABINET PROPOSED VERIZON WIRELESS EQUIPMENT CABINET PROPOSED VERIZON WIRELESS 12'-6".11'-0" � CONCRETE PAD PROPOSED CPS UNIT SUPPLIED BY CONTRACTOR UNIVERSAL PIPE ADAPTER KTT BY SITEPRO OR EQUAL (TYP OF 2) -ROPOSED 25W FLOOD LIGHT (L.THON.A::� OLFL14 PE BZ M4) MOUNTED ON H-FRAME PROPOSED VERIZON WIRELESS 24"x24" TELCO BOX WITH LOCKABLE HASP PROPOSED L'CN' WEATH- PROPOSED COURTESY GFI RECEPTACLE WITH WEATHERPROOF COVER LEGEND FRONT ELEVATION 1', EMT CONDUIT RRRtR� LMFC CONDUIT 1/z PROPOSED HYBRID CABLES ROUTED ALONG CABLE BRIDGE 0'-0" PROPOSED VERIZON ��4" 4 WIRELESS CABLE BRIDGE PROPOSED VERIZON WIRELESS CABLE BRIDGE POST PROPOSED P1000 UNISTRUT, LENGTH & SPACING TO BE DETERMINED IN FIELD TO SUIT EQUIPMENT MOUNTING LOCATIONS PROPOSED VERIZON WIRELESS H-FRAME PROPOSED VERIZON WIRELESS 200A INTEGRATED LOAD CENTER (ON OPPOSITE SIDE) PROPOSED GPS UNIT SUPPLIED BY CONTRACTOR PROPOSED 25W FLOOD LIGHT (LITHONIA OLFL14 PE BZ M4) MOUNTED ON H-FRAME UNVERSAL -IPE ADAPTER KIT BY SITE-RO OR EQUAL (TYP OF 2) — PROPOSED VERIZON WIRELESS OVP O o000: (y) 3^ CONDUCT PROVIDING CONNECTIVITY BETWEEN CABINETS (COORDINATE FINAL CONDUITS W/VERIZON W.RELESS CEO) PROPOSED VERIZON WIRELESS CABLE BRIDGE PROPOSED GPS UNIT PROPOSED VERIZON WIRELESS SUPPLIED BY CONTRACTOR PROPOSED 10'x12' ICE CANOPY WIRELESS CABLEABLE BRIDGE PROPOSED VER�ZON WIRELESS PROPOSED VERIZON WIRELESS CABLE BRIDGE POST 200A INTEGRATED LOAD CENTER PROPOSED VERIZON WIRELESS H-FRAME PROPOSED P1000 UNISTRUT, PROPOSED P1000 UNISTRUT. LENGTH & SPACING TO BE LENGTH & SPACING TO BE DETERMINED IN FIELD TO SUIT DETERMINED IN FIELD TO SUIT EQUIPMENT MOUNTING LOCATIONS EQUIPMENT MOUNTING LOCATIONS PROPOSED VERIZON PROPOSED VERIZON WIRELESS OVP WIRELESS H-FRAME PROPOSED VERIZON WIRELESS EOUIPMENT CABINET PROPOSED TRAP BOX (SITE PRO 1 P/N: O TRAPS OR APPROVED EQUAL) (TYP) PROPOSED VERIZON 1 WIRELESS 50kW DIESEL ` 3) 2" LMFC CONDUITS GENERATOR ON PROPOSED FROM CABINET TO OVP 4'x8' CONCRETE PAD 1 1 1 I. PROPOSED VERIZON WIRELESS PROPOSED VEV-O" CONCRETE PAD r EXISTING GRADE y�:._ EXISTING GRADE PROPOSED VERIZON WIRELESS 200A " - - - - - -. INTEGRATED LOAD CENTER PROPOSED 18"0 ASIDE ELEVATION CONCRETE PIER (TYP) / PROPOSED CABLES TO BE ROUTED INSIDE MONOPOLE PROPOSED MONOPOLE _ PROPOSED GPS UNIT SUPPLIED BY CORACTOR 8'-0" MAX 2'-1-I" , - =PROPOSED CABLE BRIDGE PROPOSED VERI20N WIRELESS EXISTING GRADE a Hu1o1 i CONCRETE PAD PROPOSED VERIZON WIRELESS PROPOSED 18"0 BATTERY CABINET CONCRETE PIER (TYP) PROPOSED GROUND BAR PROPOSED VERIZON WIRELESS REAR ELEVATION EQUIPMENT CABINET PROPOSED TRAP BOX (SITE PRO 1 P TRAPS OR APPROVED EQUAL) (ttP) L[: '/�" • '' a• (" sxh) " (3) 2" LMFC CONDUITS • ''-^• (:z.s. s > FROM CABINET TO OVP PROPOSED - HYBRID CABLE (TYP) CABLE GROUND BAR a i T5 PROPOSED VERIZON 1� WIRELESS H-FRAME PROPOSED VERIZON WIRELESS OVP _. EQUIPMENT ELEVATION wrizoW AERIAL MAP WITH PROPOSED OVERLAY PROJECT DESCRIPTION suL sD' (U.IT viL) THE PROPOSED WORK CONSISTS OF INSTALLING CELLULAR ANTENNAS AND RELATED m T22.T. yg) EWIPMENT ON A PROPOSED MONOPOLE AND THE INSTALLATION OF EQUIPMENT AT GRADE —N A PROPOSED FENCED CONPWND. INSTALLATION OF A 12' WIDE G,i�iES ACCESS DR.WTHEPROJECT INCLUDES UNDERGROUND POWER AND FIBER RUT verizon✓ Tectonic' WORK ORDER NUMBER WN IO>Bt.05] GB NO. DATE PT/IW. ISSUE RELEASED BY GATE M. OP er5�' SSIOM"4? D SITE INFORMATION ES SUNNY VIEW WBS#: VZ-00049818.C.9341 MDG#: 5000007226 T RE- 111 WIEDMAIER CT TOWN OF ITHACA TOMPKINS COUNTY NY 14850 SHEET TRUE AERIAL MAP WITH PROPOSED OVERLAY SHEET NUMBER ESC-1 �N / EXISTING EDGE OF ASPHALT • ../ / ♦ / EXISTING CATS / ♦ / EXISTING TREE LINE (TYP) 10000, / / /♦.% I EXISTING CONTOUR (TYP) ♦ EXISTIING FORESTED LAND 00, H.C3 EXISTING MEADOW/RANGE LAND A HzE \\ `EXISTING NRCS SOIL MAP UNIT SYMBOL (TYP) '/ / 1 �/ ♦/ APPROXIMATE LOCATION OF EXISTING �;../ \ �� / ♦� GRAVEL DRIVE IN POOR CONDITION APPROXIMATE LOCATION OF ,\•� ♦ EXISTING PROPERTY LINE (TYP) ♦♦� APPROXIMATE LOCATION OF EXISTNG SUB —BASIN RIOGEUNE ♦♦ / �EXISTIN (G CONDITIONS PLAN fft 2 u I %133.N4ff 9 ) EXISTING BUILDING (TYP) APPROXIMATE LOCATION OF EXISTING ADJACENT PROPERTY LINE (TYP) PROPERTY AREA 511,134.83505E PROJECT AREA(LOD) 20,193.0197 SF Q08 Ac OFAIR) PF.1,) LEGEND 1 I QTJAC I ---- ADJACENT PROPERTY LINE EASEMENT ---- PROPERTY UNE —uo— LIMITS OF DISTURBANCE PROPOSED FENCE — — — — — — — DAYLIGHT LINE — — — EXISTING & 114 LINE a�> MINOR CONTOUR ROW ARROW — o — SILT FENCE MAJOR CONTOUR) VEGETATION /TREE LINE verizon✓ Tectonic' WORK ORDER NUMBER N 10751.053 GB N0. MTE ISSUE ovlan• X-3TOPOGRAPHY & SOILS MAP ESfX C(I Z, MZE) CUT/FlLL TABULATIONS: ROAD BED AREA: 7.820.59 SF ROAD BED CUT: 16' ROAD BED EXCAVATION: 10,427.2 OF COMPOUND AREA 2,500 SF COMPOUND STRIP DEPTH: 8' COMPOUND EXCAVATION: 1,250.0 CF FOUNDATION EXCAVATION: 265.5 CF FENCE PIER EXCAVATION: 62.8 CF BOUABDS AND CABLE BRIDGE: 28.3 CF CONCRETE STABS: 201.5 CF TOTAL EXGVATED VOLUME 12,235.3 OF (453.2 CT) TOTAL FILL MATERIAL: 12.235.3 CF (453.2 CY) ASSUMED SHRINK/SWELL FACTORS: 1.0 LEGEND property Area 511AM 8354 31 Projen A —CLOD) 20.193.01973E 0.46M Ac PROPOSED CONDITIONS: BUILDINGCOVERAGE 0.0000 SF ASPHALTAREA 1,102.1443 SF CONCRETEAREA 127 WO SF GRAVELROAD(HSGC) 6,753.37645F GRAVEL COMPOUND(HSG C) 2,388 3037 F RANGE/MEADOW(HSG C-FAIR) 9,822. 13 SF RANGE/MEADOW(HSG D-Fair) 0. SF FORESTED AREA(HSG C) 0. SF FORESTEDAREA SGO) 0.00005E TOTAL: 20,193.0197 SF PROPOSEDIMPERVIOUSAREA: 10,370.9684 SF 0.2381 Ac — — — ADJACENT PROPERTY UNE --- EASEMENT — — — — PROPERLY UNE -- ,w -- LIMITS OF DISTURBANCE PROPOSED FENCE — — — — — — — DAYLIGM LINE — — — — EXISTING BASIN LINE us— MINOR CONTOUR FLOW ARROW o SILT FENCE --310— MAJOR CONTOUR VEGETATION / TREE UNE verizon,J JOE Al-. p Tectonic' WORK ORDER NUMBER WN 10751.053 GB NO. DATE ISSUE ox/w" 1 C!_GAITI CONTRACTOR TO EXTEND EXISTING - PAVEMENT 90' TOWARDS VERIZON WIRELESS TOWER (SEE DETAIL 3/C-4B) sz� L14J� CO'itnLR l_I._.� l.J vELET-ON / --EE N PROPOSED VERIZON WIRELESS 4 U/G POWER AND FIBER CONDUITS EXISTING CONTOUR (TYP) / 5. EXISTING TREE LINE (TYP) 1.J/ PROPOSED J—HOOK t; SILT FENCING (TYP) sHOhy 6 LF O 30' PROPOSED CONTOUR (TYP) ).-/ i� E - ^— • PROPOSED DAYLIGHT LIN€ PROPOSED SILT FENCE (TYP) `• .� l (SEE DETAIL 5/ESC-5) l PRE zY PROPOSED ACCESS DRIVE PROPOSED UNITS WAY CENTERLINE OF DISTURBANCE PROPOSED 12' WIDE GRAVEL ACCESS DRIVE TO IMPROVE UPON ♦ � EXISTING (SEE DETAIL 4/C-4B)i / CONCRETE EQUIPMENT SLAB, !1 TOP ELEV 824.7 (TYP) y TOP OF CONCRETE O PROPOSED•50' X 50' FENCED COMPOUND L t Y / \\ APPROXIMATE LOCATION OF 1/ EXISTING PROPERTY LINE (TYP) PROPOSED TEMPORARY CONCRETE Nfi ♦♦ WASHOUT (SEE DETAIL 3/ESC-5) FINISH GRADE "AT ♦/ \\\ TOWER - 824.4' ♦ \ e \ 'PROPOSED TEMPORARY SOIL SP \ STOCKPILE (SEE DETAIL 1/ESC-5) ♦ \\\ TO BE REMOVED PRIOR TO ♦ I \ CONSTRUCTIoN OF COMPOUND / ♦♦ PROPOSED SITE PLAN verizon✓ B �Sj 1C PROPOSED VERIZON WIRELESS �I f50- STABILIZED CONSTRUCTION ENTRANCE (SEE DETAIL 2/ESC-5) Z--_�D`CONYOUR / OPOSEO UMTTS OF DISTU CE_ PROPOSED SILT FEN / PROP DAYLIGHT UNE / /PROPOSED EASEMENT (TYP) ENLARGED SITE PLAN r -'o (12-sa� / y6` /PROPOSED TEMPORARY CONCRETE WASH (SEE DETAIL 5/C-48) FINISH GRADE AT TOWER - 824.4' AMSL PROPOSED TEMPORARY SOIL STOCKPILE (SEE DETAIL 1/C-48) / TO BE REMOVED PRIOR CONSTRUCTION OF COMPOUND j- j�� Tectonic' WORK ORDER NUMBER 0751.053 GB N0. I-E ISSUE o2/ts/2° E. 4E OF NEtyY 9� Wz� OP off o SITE INFORMATION cs SUNNY VIEW WBS#: VZ-00049818.C.9341 MDG#: 5000007226 111 WIEDMAIER CT TOWN OF ITHACA TOMPKINS COUNTY NY 14850 SHEET TREE PROPOSED SITE PLAN & ENLARGED SITE PLAN SHEET NUMBER ESC-4 sm —my SDOOWEE (NTS) w,Pos, NAw ,� � @TEMPORARY SOIL STOCKPILE DETAIL 3 =� H,R 3/4- CRUSHEO RTONE CONFORMING WIN I -DOT STANDARD SPECIFICATIONS SECTION 703-AGGREGATE. SUB -SECTION 703-02-COURIE AGGREGATE. TABLE 203-4 NO. 2 STONE tic WEED BARRIER SNALE BE %�.. FABRIC OR TYPAR LANDSCAPE 4 _ ENGINEER MPROYED EOUAL COMPACTED sUBGRADE GRAVEL SURFACING TREATMENT eTA�,>mDDNB,��W„A�s, �i rm�axxro ARff6E nm mw emnwawro; �; CONSTRUCT Ox sP - � ((ExcEtt"E oxron s n �� m" x�xERFauxrNrt. x%A(,2) FDm xcNss EwEss oaz F«n GDO faoD IF PMHD it sixd"�i 4eMwrc"�E to MPMCI%'µ, MO MImE s llED ca sm" ACQ— INFO DONS FDR ENDSON AND sENUENT co,) srL18a 2 - � SECTION .--.., i I 11 O� PLAN to mxx 1- ONSNCD STAB CCRON Access @STABILIZED CONSTRUCTION ENTRANCE TEMPORARY CONCRETE WASH DETAIL NE. Nls S SCNF: x3 REINFORCEO SILT FENCE BOL tyix. Wt•�c c v/ Mnz s' xssx svvmcl a a- aw ANC".i �.= NNw rr. ,e w,9 P,eao AaxP) N Aw — — r WMN,M.T9 aMII,W f ONj�TRL�CiI�N�PFfI FIfAiI�NG. I. WOVEN ARE FENCE TO BE FMDENFD SECURELY T FENCE PORTS WDH ARE TIES OR —ES. IA0.ES. — S SHALL BE STEEL ERNER l' OR 1' TYPE OR HARDWOOD. 2 LOIN TO BE —NED SECURELY TO WOVEN ARE FENCE WRH TIES SPACED EVERY 24' AT TOP AND WO SECTION. FENCE SHALL BE WOVEN ARE. 8' WHEN_ WMESH OPENING. ECRONS OF FlLTER CLON ADJOIN EACH OEH CH FR DHEY SHA:Il BE 3 OV -PED BY sl% INCHES D FOIDED. RLTER CLOM 5 BE OTHER FIIJER % STMNNNA TH ON. OR APPROLWD EOINVALENT. IREFABRi . IUNRS SHALL MEET T E MI RE M OUIREMEHM SHOWN. R. MNNTENANCE sHM.I. BE PREFORMED AR NEEDED AND M.ATERVE REMOVED WHEN 'BULGES' DEVELOP IN THE SILT FENCE. SILT FENCE (NEW S FOR EROSION AND SEDNEM CONTROL) SILT FENCE DETAIL FlGURf S'2 % Y x9xx0e s,ANE A5 COMPORT FlLTER SOCR D nMAO� wx DR' Owl \____=� NN DDAaR (TM)IARF Dx IW MWAL >oA«N o �MxeIx,WWE9.AM r A— r \\\ a AN asnaem \ 0 pAR WFB ADAPDED FROM OETNLS IR-11 RY: — I COMPOST FILTER SOC% (NEW YORH STATE STAHDMD9 AND SPE.CIIFI—S FOR ERORgN ARD SEDIMENT CONTROL K. 5.9) COMPOST FILTER SOCK DETAIL RDALD N,R verizon,l Tectonic' 7O ORDER NUMBER WN OT51 053 CB N0. 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TeW1— -AE -twWpuv<paa Nrvs lu3 •Thu maul mlm,m.amad ciow aloq ebc ml,W dPafWYnwd[udeidci llhN I�mMo.'<aJpnslsamwPeeml-ThermviueJ fa f.W JawWm rtvalw tM lNJ mnh mmmm IIi plwad by s<pmu.e ucmt.uim r,K Anwm<,a h,tipva mk rlmtd rer.mW amt.nmham,bm<tk mAmmmw<ad.�m< uhw Ctaggead fs.a ItsYlta P<mLwa Oeml as Lhwnp [<aa Patmul nxpa% Pmnfx Lmo 10 P<d aloev (tmmm •Cceml pvpa<muma crawl ma va n h mN kx a nafPluinpa rin pomda n�m<mke_ald Papt'++a v<. raY sure sbW.d.,m sl.mfkman Fa [nnwn aW SaJmmu ('pawl verizon,' am"a"im�t'eh f� GENERAL CONSTRUCTION NOTES A. IN THESE DOCUMENTS THE DEVELOPER IS VERIZON WIRELESS. B. ALL SPECIFICATIONS AND DOCUMENTS REFERRED TO IN THESE PLANS SHALL BE OF THE CURRENT REVISION. C. A WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK. D. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON ALL PRE —CAST AND MANUFACTURED ITEMS TO THE OWNER'S ENGINEER FOR APPROVAL. FAILURE TO OBTAIN APPROVAL BEFORE FABRICATION AND/OR INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT CONTRACTOR'S EXPENSE. E. WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH OTHER WORK BEING PERFORMED BY OTHER CONTRACTORS AND UTILITY COMPANIES. IT WILL BE NECESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE HIS ACTIVITIES, WHERE NECESSARY, WITH CRUM CREEK, LLC, OTHER CONTRACTORS AND UTILITY COMPANIES (INCLUDING, BUT NOT LIMITED TO LIGHTING, POWER, TELEPHONE, CABLE, GAS, ETC...). F. CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE SPDES PERMIT FROM NYSDEC. CONTRACTOR SHALL COORDINATE ALL ENVIRONMENTAL ISSUES WITH THE CRUM CREEK SOLAR ENVIRONMENTAL CONSULTANT. G. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES. ABOVE OR BELOW GROUND, THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED BY THE CONTRACTOR CALLED FOR IN THIS CONTRACT. H. ALL UNDERGROUND UTILITIES, INCLUDING DUCTBANKS NOT UNDER THE DRIVEWAY/TRAVELWAYS, MUST BE IN PLACE AND TESTED OR INSPECTED PRIOR TO BASE AND PAVEMENT CONSTRUCTION. I. SEVEN (7) DAYS NOTICE IS REQUIRED TO THE PERTINENT GOVERNMENT AGENCIES AND THE ENGINEER PRIOR TO SITE INSPECTIONS AND/OR WITNESSING ANY SITE/CML TESTING. J. CRUM CREEK LLC WILL SCHEDULE PRECONSTRUCTON MEETINGS WITH OTHER JURISDICTIONAL AGENCIES AS NECESSARY. K. CONSTRUCTION SHALL ADHERE TO APPLICABLE AGENCY CRITERIA, PERMIT CONDITIONS, AS WELL AS SPECIFICATIONS PROVIDED BY OWNER. L. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH CRUM CREEK LLC CONCERNING LIMITS OF CONSTRUCTION, TRANSITIONS, ETC. WHICH MAY NOT BE SHOWN ON THESE PLANS. M. CONTRACTOR SHALL VERIFY LOCATIONS AND DEPTHS OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO BEGINNING CONSTRUCTION AND REPORT ANY DISCREPANCIES TO THE OWNER OR ENGINEER IMMEDIATELY FOR RESOLUTION. SAFETY NOTES A. DURING THE CONSTRUCTION AND MAINTENANCE OF THIS PROJECT, ALL OSHA AND NY STATE SAFETY REGULATIONS ARE TO BE ENFORCED. THE CONTRACTOR OR HIS REPRESENTATIVE SHALL BE RESPONSIBLE FOR THE CONTROL AND SAFETY OF THE TRAVELING PUBLIC AND THE SAFETY OF HIS PERSONNEL. B. LABOR SAFETY REGULATIONS SHALL CONFORM TO THE PROVISIONS SET FORTH BY OSHA IN THE FEDERAL REGISTER OF THE DEPARTMENT OF TRANSPORTATION AND CONSTRUCTION WORK PER STANDARD 1910.12. C. CONTRACTOR SHALL PROVIDE AND MAINTAIN ITS OWN SAFETY EQUIPMENT IN ACCORDANCE WITH ITS HEALTH & SAFETY PROGRAM AND ALL OTHER APPLICABLE LEGAL AND HEALTH AND SAFETY REQUIREMENTS. THE CONTRACTOR IS ALSO RESPONSIBLE FOR PROVIDING ITS EMPLOYEES AND SUB CONTRACTORS WITH ADEQUATE INFORMATION AND TRAINING TO ENSURE THAT ALL EMPLOYEES AND SUB CONTRACTORS AND SUB CONTRACTOR'S EMPLOYEES COMPLY WITH ALL APPLICABLE REQUIREMENTS. CONTRACTOR SHALL REMAIN IN COMPLIANCE WITH ALL OCCUPATION SAFETY AND HEALTH REGULATIONS AS WELL AS THE ENVIRONMENTAL PROTECTION LAWS. THE FOLLOWING IS NOT TO BE PERCEIVED AS THE ENTIRE SAFETY PROGRAM BUT JUST BASIC REQUIREMENTS. D. ALL EXCAVATIONS BY THE CONTRACTOR SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF LABOR'S OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION RULES AND REGULATIONS. PARTICULAR ATTENTION MUST BE PAID TO THE CONSTRUCTION STANDARDS FOR EXCAVATIONS, 29 CFR PART 1926, SUBPART P. E. ALL TRAFFIC CONTROL MARKINGS AND DEVICES SHALL CONFORM TO THE PROVISIONS SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES PREPARED BY THE U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION. F. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY AND ENFORCE ALL APPLICABLE SAFETY REGULATIONS. THE ABOVE INFORMATION HAS BEEN PROVIDED FOR THE CONTRACTOR'S INFORMATION ONLY AND DOES NOT IMPLY THAT THE OWNER OR ENGINEER WILL INSPECT AND/OR ENFORCE SAFETY REGULATIONS. G. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES AND SHALL LOCATE ALL EXISTING BURIED UTILITIES BY HAND —DIG METHODS. THE CONTRACTOR SHALL OBTAIN PERTINENT APPROVALS AND PERMITS FROM THE LOCAL JURISDICTION PRIOR TO ALL EXCAVATIONS. PROJECT SPECIFIC NOTES A. THE CONTRACTOR IS TO COORDINATE HIS WORK AND SITE ACCESS WITH THE OTHER ENTITIES THAT MAY BE WORKING ON SITE. ANY CONFLICTS ON COORDINATION ISSUES SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER AND/OR ENGINEER FOR MUTUAL RESOLUTION. B. THE PROPOSED PROJECT WILL NOT ADVERSELY AFFECT SIGNIFICANT HISTORICAL OR ARCHEOLOGICAL RESOURCES UNDER THE PROVISIONS OF SECTION 106 AND 36 CFR PART 800 OR OTHER APPLICABLE STATE AND FEDERAL STATUTES. IF EVIDENCE OF THE EXISTENCE OF HISTORIC OR ARCHEOLOGICAL RESOURCES IS DISCOVERED OR OBSERVED AT DEVELOPMENT SITES OR DURING DEVELOPMENT ACTIVITIES AFTER FINAL APPROVAL, ALL WORK SHALL CEASE IN THE AREA OF EFFECT AS DETERMINED BY THE DIRECTOR. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND OWNER IMMEDIATELY, AND THE DEPARTMENT OF HISTORICAL RESOURCES WITHIN TWO WORKING DAYS. EXAMPLES OF EVIDENCE OF HISTORIC RESOURCES INCLUDE WHOLE OR FRAGMENTARY STONE TOOLS, SHELL TOOLS, ABORIGINAL OR HISTORIC POTTERY, HISTORIC GLASS, HISTORIC BOTTLES, BONE TOOLS, HISTORIC BUILDING FOUNDATIONS, SHELL MOUNDS, SHELL MIDDENS, OR SAND MOUNDS. THE APPROPRIATE NY STATE AGENCY SHALL ASSESS THE SIGNIFICANCE OF THE FINDS AND MITIGATE ANY ADVERSE EFFECTS AS SOON AS POSSIBLE, BUT NO LATER THAN THIRTY DAYS OF NOTIFICATION. C. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND SHALL NOT SCALE FROM DRAWINGS. THE DIMENSIONS OF SPECIFIED AND FURNISHED PRODUCTS AND MATERIALS TAKE PRECEDENCE OVER DIMENSIONS AND NOTES SHOWN ON THE DRAWINGS. D. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING OR PROPOSED UTILITIES, STRUCTURES. AND OTHER IMPROVEMENTS CAUSED BY HIS/HER ACTIVITIES. E. THE CONTRACTOR IS RESPONSIBLE FOR BRACING, SHORING, OR PROVIDING OTHER MEANS NECESSARY TO PROTECT AND SUPPORT EXISTING AND PROPOSED UTILITIES AND STRUCTURES EXPOSED OR UNEXPOSED DURING CONSTRUCTION. F. REFERENCES TO NYSDOT SPECIFICATIONS SHALL REFER TO THE CURRENT EDITION OF THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION ROADWAY AND TRAFFIC DESIGN STANDARDS. G. NYSDOT INDICES SHALL REFER TO THE CURRENT EDITION OF THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION HIGHWAY SAFETY ADMINISTRATION DESIGN STANDARDS. TESTING SCHEDULE ITEM TEST PIPE TRENCH BACK FILL (SEE NOTE 1 BELOW) OPTIMUM MOISTURE/MAXIMUM DENSITY GRADATION (1 TEST PER 50 CY) OVER PIPELINES AND AROUND DETERMINED BY AASHTO T180-57 (ASTM 95% OF MAXIMUM DENSITY AS D1557-70) STRUCTURES FROM R.O.W. LINE TO R.O.W. LINE AND IN STRUCTURAL AREAS STABILIZED SUB GRADE SCARIFIED AND COMPACTED TO A MINIMUM OF NINETY—FIVE PERCENT (95%) OF THE MAXIMUM STANDARD PROCTOR DENSITY (ASTM D698). BASE COURSE OPTIMUM MOISTURE/MAXIMUM DENSITY MINIMUM 100 LBR COMPACTION OF OPEN GRADED (AASHTO #57 COARSE AGGREGATE) AGGREGATE BY VIBRATORY OR PLATE COMPACTOR FOR A DUMPED HEIGHT REDUCTION OF 1' GRADATION: 100% PASSING 1-1/2' SCREEN, 95-100% PASSING 1" SCREEN. 25-60% PASSING YS_ SCREEN, 0-10% PASSING #4 SCREEN, AND 0-5% #B SCREEN CONCRETE (SEE NOTE 3 BELOW) SLUMP TEST MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS COMPRESSIVE STRENGTH (PER AASHTO & ASTM SPECS) CYLINDERS AIR CONTENT RECLAIMED CRUSHED CONCRETE OPTIMUM MOISTURE/MAXIMUM DENSITY GRADATION 1. ALL TESTING SHALL BE PERFORMED BY AN INDEPENDENT 3RD PARTY AND SUBSEQUENT REPORTS FURNISHED TO SUNNY VIEW WITHIN FOURTEEN (14) DAYS OF COMPLETION. 2. PIPE TRENCH BACKFILL SHALL BE TESTED EVERY 50 FEET FOR EACH 12 INCH LIFT. TESTS SHALL BE PERFORMED ON EACH LIFT, EXCEPT THAT TESTS SHALL NOT BE FURTHER APART THAN ONE (1) FOOT VERTICALLY. FIELD DENSITIES SHALL BE TAKEN OVER ALL ROAD CROSSINGS. FIELD DENSITIES FOR SANITARY LINES SHALL BE STAGGERED TO INCLUDE RESULTS OVER SERVICE LATERALS. THERE SHALL BE A MINIMUM OF ONE (1) TEST SERIES FOR EACH 6 INCHES OF LIFT OVER PIPELINE BETWEEN MANHOLES. TESTS AROUND STRUCTURES SHALL BE SPIRALED IN 6 INCH LIFTS. 3. FOR FLEXIBLE PIPE (CORRUGATED STEEL OR ALUMINUM), 95% OF MAXIMUM DENSITY (AASHTO—T99) PER NYSDOT SPECIFICATIONS AS MODIFIED. 4. APPLIES TO SITE CONCRETE SUCH AS CURBS, GUTTERS, FLUMES, DRIVEWAYS AND SIDEWALKS. 5. ENGINEER OF RECORD SHALL RECEIVE MATERIAL TESTING REPORTS NO LATER THAN ONE (1) WEEK FROM THE TEST DATE. 6. EMBANKMENT, FILL, AND BACKFILL MATERIAL SHALL BE PLACED AND COMPACTED IN LIFTS NOT TO EXCEED TWELVE (12) INCHES VERTICALLY. ONE TEST PER 2,500 SQUARE FEET. EACH COMPACTED LIFT SHALL PASS THE AFOREMENTIONED TESTING CRITERIA BEFORE PROCEEDING TO THE NEXT VERTICAL UFT. 6. IF SUCCESSIVE VERTICAL UFTS ARE PLACED. THE DENSITY TESTS SHALL BE STAGGERED SO AS TO NOT BE REPEATED IN THE SAME LOCATION. NOTE: ALL CONSTRUCTION SHALL CONFROM TO THE TOWN OF ITHACA DESIGN & CONSTRUCTION STANDARDS. verizon✓ win -El S R Tectonic' WORK ORDER NUMBER WN 0751 A53 NO. BATE ISSUE oz/lei:e mw g'tEOF wW F09 emsm �° OpeaE55ic^IN rvw IN E XNAII cN SUNNY VIEW WBS#: VZ-00049818.C.9341 MDG#: 5000007226 SOE ADDRESS 111 WIEDMAIER CT TOWN OF ITHACA TOMPKINS COUNTY NY 14850 SNEEf TIRE NOTES SHEET NUMBER ESC-7 EXHIBIT S Tectonic � SUNNY VIEW CELLULAR TELECOMMUNICATIONS FACILITY 16 February 2024 Prepared by: Tectonic Engineering Consultants, Geologists & Land Surveyors, D.P.C., 429 Lithia Pinecrest Road Brandon, FL 33511 Manager of Engineering Project Contact Info 429 Lithia Pinecrest Road I Brandon. FL 33511 813 374 9177 Tel tectonieenginearing com Equal Opportunity Employer SECTION 1.0 2.0 3.0 4.0 5.0 6.0 APPENDICES TABLE OF CONTENTS ITEM NARRATIVE SITE CONDITIONS METHODOLOGIES SUMMARY AND CONCLUSION POLLUTION CONTROL PLAN CONSTRUCTION IMPLEMENTATION PAGE pg 03-07 pg 08-11 pg 12-14 pg 15 pg 16-24 pg 25-30 Appendix A Construction Inspection Log Book and Site Assessment Checklist Appendix B Corrective Action and SWPPP Amendment Logs Appendix C Site Construction Plans Appendix D NRCS Soils Mapping Appendix E Stormwater Runoff Calculations for Basic SWPPP Page 2 1.0 INTRODUCTION 1.1 PROJECT NARRATIVE The proposed development is an unmanned Telecommunications facility and is depicted in the attached Zoning/Development Plans. The project is located on the grounds of an existing unimproved parcel having a property area of 11.73 Ac at 111 Wiedmaier Court, in the Town of Ithaca, NY. The scope of work for this project involves the installation of cellular antennas and related equipment on a proposed monopole, the installation of equipment within a proposed 50'x50' fenced compound. Proposed infrastructure for this site, includes the installation of a 500 If access drive including underground power and fiber utilities to service the facility all to be constructed in a single construction phase. The resulting Limits of Disturbance (LOD) which includes the proposed compound, entrance drive and utilities has been ascertained to be 0.464 Ac in area and is well below the 1 Ac threshold and as such does not require permit coverage under New York State's Construction General SPDES Permit. The Town of Ithaca has requested that a Basic SWPPP be prepared for the project, showing the proposed construction is in compliance with Chapter 228 of the Town Code. This Basic SWPPP has been prepared to ensure stormwater runoff and pollutants from a site during land development activities, is controlled and does not generate any adverse environmental or biological impacts downstream or to the adjacent areas. 1.2 STANDARDS AND GUIDELINES The following documents were utilized in the design process: • NYSDEC; New York State Standards and Specifications for Erosion and Sediment Control, November 2016; and • New York State Stormwater Management Design Manual, January 2015. • Partial Boundary and Topographic Survey (wo## 10751.053) by Tectonic Engineering Consultants, Geologists & Land Surveyors, D.P.C., dated Oct 5, 2023. • Town of Ithaca NY, Chapter 228 of the Town Code, "Stormwater Management and Erosion and Sediment Control". Page 3 1.3 CERTIFICATION Each contractor and subcontractor who will be involved in soil disturbance and/or stormwater management practice installation shall sign a certification statement provided by the Town before undertaking any and development activity. if no contractor is involved in soil disturbance and/or stormwater management practice installation, then said statement shall be signed by the owner and any developers before any land development activities are undertaken. Said certification statement shall certify under penalty of law that the signatory understands and agrees to comply with the terms and conditions of the relevant stormwater pollution prevention plan or erosion and sedimentation control plan, and that the signatory understands it is unlawful for any person to cause or contribute to a violation of water quality standards established by New York State or any other government@[ authority. The certification must include the name and title of the person providing the signature, address and telephone number of the contracting firm, the address (or other identifying description) of the site, and the date the certification is made. The certification statement(s) shall become part of the SWPPP or simple erosion and sedimentation control plan for the land development activity. 1.4 SUBMITTALS The Contractor shall submit a "Construction Phasing Plan" indicating the sequence of construction, erosion and sediment control practice installation, a list of areas to be disturbed associated with each construction activity and the procedure for stabilizing inactive disturbed areas. These submittals will need to be in substantial conformance with the measures outlined in this report. Proposed dates shall be provided for all the construction activities including temporary and permanent stormwater control measures. 1.5 SWPPP AVAILABILITY The owner or operator shall maintain a copy of the SWPPP, inspection reports, responsible contractor's or subcontractor's certification statement and all documentation necessary to demonstrate eligibility with this permit at the construction site until all disturbed areas have achieved final stabilization. The documents must be maintained in a secure location, such as a job trailer, on -site Page 4 construction office, or mailbox with lock. The secure location must be accessible during normal business hours to an individual performing a compliance inspection. 1.6 PRE -CONSTRUCTION REQUIREMENTS Prior to any soil disturbance at the project site the "Construction Site Logbook" must be located on- site with all required signatures. The pre -construction meeting and inspection form must be completed. All required temporary erosion control measures must be installed for the involved phases of the project. 1.7 SITE LOCATION The project parcel is located at 111 Wiedmaier Court, in the Town of Ithaca NY. Location and Aerial maps are provided in Figures 1.a and 2.a. at the end of this section. 1.8 SITE OWNER/DEVELOPER The name and address of the Owner/Operator, including contact person is: Land Owner: S Robert WC Land LLC Address: 111 Wiedmaier Ct. Ithaca, NY 14850 Agent Contact: Klausner Cook PLLC Phone Number: (607) 272-0800 Developer: Verizon Wireless Contact: Lindsay Beckwith Address: 1275 John Street, Suite 100. West Henrietta, NY 14586 Phone Number: (585) 313-3027 Project Address: 111 Wiedmaier Ct. Ithaca, NY 14850 Tax Map No.: 056.000-0004-001.0220000 Page 5 1.9 Site Location and Aerial Maps 9 29 yt :iha[a r� H 4 P Figure 1.a. - Site Location Map PROJECT r I Figure 1.,b - Project Area Map Page 6 . 0-0 2.0 SITE CONDITIONS 2.1. TOPOGRAPHY The USGS Topographic overlay maps and the project survey indicate the overall property exhibits localized physical slopes between 5% and 25%, however the project has been sited in an area of the property where the slopes are between 5% and 15%; and as such is not anticipated to be subject to any steep slope regulations. The moderate slope within the project area will help to minimize any possible erosion or sediment transport issues and is expected to facilitate construction of the proposed site improvements. The topography seems to indicate a general and undefined surficial gradient from the northeasterly side of the property southwest towards the existing forested Six Mile Creek system PROPERTY \ ` approximately 900 ��. �.. ft to the southwest. f Runoff continues in `Six ML� the Six Mile Creek _.... for approximately 4.5 miles before discharging ultimately into the headwaters of Cayuga Inlet, the designated receiving waters. 2.2. FLOODPLAINS AND FLOODWAYS According to FEMA (FIRM Panel #3608510025C, 06/19/1985) the project area is located in Zone "C", outside any designated 100 year flood plain or floodway. 2.3. WATERSHED DESIGNATION The project is located in the, of the Seneca watershed (HUC 04140201). Page 8 2.4. WETLANDS AND WATERBODIES No wetlands or other waterbodies are on or adjacent to the project area and will not be impacted by the proposed development of this project. 2.5. SOILS The soil types for this project, as indicated by the NRCS soil survey, consist primarily of silty loams, with 100% of the soils within the project area hydrologically grouped as type "C/D" soils. It is noted here that only the (2) Hudson soil types (HsC3 & HzE) Map unit Map unit name Rating Acres in Percent of symbol AOI A01 Ab Alluvial land AID 0.2 1.6% EbC "Erie channery silt EbC loam, Em Eel silt loam BID 0.6 4.5% HsC3 "Hudson silty clay HsC3 loam, HzE Hudson and Dunkirk CID 8.9 70.1% soils, 20 to 45 percent slopes LaS Langford channery D 0.0 0.1 % silt loam, 2 to 8 percent slopes Ws "Wayland soils Ws complex, Totals for Area of Interest 12.7 100.0% occur within or around the project area. The soil boundaries are depicted in the soils mapping provided in Appendix D. as well as the ES&C sheets, with in the plan set. For the purposes of stormwater analysis and design, NCRS has the plurality of dual rated soils classified as moderately well drained, as such these soil types were assigned as HSG type C soils. The soil types present within the project area are primarily rated with a whole soil erosion K factor 0.49, which indicates a moderate to severe susceptibility of erosion by runoff, and as such standard ES&C measures are anticipated to be required and may require some enhancement/reinforcement. Page 9 2.6. VEGETATION The vegetative cover for the project area currently consists primarily of meadow and range grass in fair condition as indicated in the photo 2.6.a. below. In addition, this site also contains forested tree lines outside the LOD for the project. >, r Based on these observations and in conjunction with the N RCS soils mapping, base curve numbers were applied to specific basin areas for the vegetative cover Photo 2.6.a. Looking Northeasterly at proposed access drive from proposed cell site site and SCS HSG Visit by Tectonic, 0812312021 designation, in accordance with standard TR-55 methodology and guidelines from NYSDEC. 2.7. EXISTING LAND USE The existing property is currently a vacant rural residential parcel, not currently in use. For purposes of hydrological analysis, the project area is assigned curve numbers based on a land use of meadow. 2.8. SITE RUNOFF AND HYDROLOGY Based on the USDA NRCS TR-55 methodology, using current soils data, vegetation and physical gradients, this site, exhibits sheet flow patterns from the centerline of the project area outwards and ultimately southwestward towards Six Mile Creek. There is an existing g+/-8' wide gravel drive within the project area that was previously used for the residential structure located in the same area as the proposed cell tower site. Due to the small amount of area being analyzed and the access road being sited on an existing minor ridge line; the entire LOD was treated as single basin. The primary Page 10 difference between pre and post development conditions is that the existing gravel drive will be partially paved (+/-90 If) and widened to 12 ft in width. The existing range/meadow grass will be replaced with lawn grass as the primary surface vegetation. Overall, the project area (LOD) will receive slightly less than 2,000 sf of additional impervious coverage due to the installation of concrete equipment pads, 90 If of additional asphalt pavement and a wider access drive. The time of concentration was calculated at less than 5 min due to the short travel distance and moderate slopes. As per standard practice a Tc of 5 minutes was used, when the calculated value is less than 5.0. The entire area of ground disturbance has been calculated to be 20,193.02 sf (0.464 Ac) and is below the state threshold of 1.00 Ac for requiring post construction stormwater management BMPs/SMPs for stormwater management control. The hydrologic basin runoff parameters have been calculated for the pre and post developed conditions based on physical data and are provided in the tables below: Pre -developed Basin Total Area (Acres) Weighted Curve Time of Conc. Number hours A 0.4636 83.19 0.083 Post -developed Basin Total Area (Acres) Weighted Curve Time of Conc. Number hours A 0.4636 84.33 0.083 Using data above, the peak runoff rates and volumes were calculated for pre and post developed conditions from runoff hydrographs for the 1 year thru 100 year 24 hour design storm events, with the results tabulated below in Table 4.1 in Section 4. Page 11 3.0 METHODOLOGIES USED The hydrologic analysis for this report is based on the results of the Hydraflow computational model which utilized the HEC 22 and TR 55 methods to generate Runoff Hydrographs for each discrete drainage sub -basin. For continuity purposes parts of the program methodology documentation are provided below. 3.1. SCS UNIT HYDROGRAPH More specifically, the program uses the triangular D-hour Unit Hydrograph approach as used in TR-20. The peak discharge for the unit graph is computed using the following equation. Qp = (484 x A x Q)/Tp Qp = peals outflow (cfs) A = area (sq miles) Q = total excess precipitation (1 inch) Tp = time to peak (hrs) The shape factor value used for this analysis was set to 484 and reflects a unit hydrograph that has 3/8 of its area under the rising limb. The time to peak, Tp and the time base, Tb are what determines the characteristics of the unit Hydrograph. The Hydraflow program computes these values using the following relationships. Tp = (Tc + D)/1.7 Tp = time to peak (hrs) TC = time of concentration (hrs) D = unit duration of time intervals (hrs) Tc = 1.67 x Lag Time (L) L = 10.8 (S + 1)0.7/1900 x Yo.s L = Lag Time (hrs) I = hydraulic length (ft) S = (1000/CN) —10 Y = basin slope (%) Page 12 CN = SCS curve number Time Base = 2.67 x Tp Tb = time base (hrs) Tp = time to peak (hrs) 3.2. TIME OF CONCENTRATION CALCULATIONS Time of Concentration calculations for this analysis utilized the 3 component TR-55 algorithm as follows: Tc = Sheet Flow Time + Shallow Conc Flow Time + Channel Flow Time Sheet Flow Time (hrs) Tsheet = [0.007(n x L)0.81 / [P20,5 X S0.4j n = Manning's roughness coefficient L = Flow Length (a value of 100' used for this site) P2 = Two Year 24-hr rainfall (in) S = Land Slope (ft/ft) Shallow Channel Time (hrs) Tshalbw = L / (3600 x V) V = Average velocity (ft/s) L = Flow Length (ft) V=CpxS0.5 V = Average velocity (ft/s) Cp = 20.3282 paved surfaces Cp = 16.1345 unpaved surfaces S = Watercourse Slope (ft/ft) Channel Flow Time (hrs) Tchannel = L/(3600 x V) V = Average velocity (ft/s) L Flow Length (ft) V = (1.486 x RZ/3 x Sl/z)/n V = Average velocity (ft/s) n = Manning's roughness coefficient R = Hydraulic Radius (ft) S = Channel Slope (ft/ft Page 13 3.3. SCS 24-HOUR DISTRIBUTIONS The analysis utilized the SCS Type II 24-hr distributions for the 1yr, 2 yr, 5 yr, 10 yr, 25 yr, 50 yr and 100 yr duration storm events with 2 minute time intervals. The incremental rainfall amounts were computed from a polynomial equation. This equation is used with coefficients that vary depending on the elapsed time of the storm. The equation is of the form: Pt = Co + C1T + C2T2 + C3T3 Pt = Fraction of 24-hour precipitation T = Elapsed time.(hrs) Co = Coefficient C1= Coefficient C2 = Coefficient C3 = Coefficient 3.4. EXCESS PRECIPITATION HYETOGRAPH The precipitation increments of the specified storm are converted to excess precipitation by use of the following equation. Q = [P — (0.2 x S)12/ [P+(0.8 x S)] Q = Excess volume of precipitation (in) P = Accumulated precipitation (in) S = Potential maximum retention = (1000/CN) - 10 S = SCS Curve Number The computed volumes are then converted to excess increments. These excess increments are then used for the final excess precipitation hyetograph. MINKK6]kVi11.31011►101:rip] .I6IhaCM Due to the configuration of this project and a hydraulically bisecting receiving stream, combining of hydrographs was required to properly ascertain pre and post developed condition runoff rates and volumes discharged into the receiving stream. Page 14 4.0 SUMMARY FOR ANALYSIS OF RUNOFF CONDITIONS 4.1. SUMMARY: The existing site conditions were analyzed based on a vegetative cover primarily comprised of range grass/meadow in fair condition (58.08%) and the balance (41.92%) as gravel drive. Pursuant to NYSDEC directives and guidelines, the project area of the parcel currently was analyzed as range/meadow in fair condition and assigned base curve numbers accordingly. This analysis also factored in the average physical gradient of each sub -basin and the predominate soils HSG rating. Runoff Hydrographs were created for the 1 yr, 2 yr, 10 yr, 25 yr and 100 yr storm events to determine peak runoff rates and discharge volumes. These values are provided in the Table below for reference only. Post developed conditions were analyzed under similar conditions with notable exceptions of the additional impervious cover and the change in the vegetative cover from range/meadow to lawn grass. The time of concentration values were recalculated for the change in surface cover and any alterations in the surface gradient needed as a result of the proposed site improvements. As expected, these values did not change significantly and as such a minimum value of 5 minutes was used for the post developed time of concentration. The increase of impervious cover from 41.92% to 51.36% was offset somewhat by the change in vegetative cover, such that the increases in peak rates and runoff volumes (2.8% - 7.7%) were deemed deminimus and did not warrant the installation of any post construction BMPs. Table 4.1. Summary of Results: Receiving Waters (Runoff From Basin A) Design Storm Event - 24 Hr 1 YR 2 YR 10 YR 25 YR 100 YR Design Rainfall Depth (in) 2.14 2.48 3.49 4.12 5.09 Peak Discharge Rate Q,,, (cfs) 0.607 0.903 1.847 2.461 2.919 Peak Discharge Rate Q,.,t (cfs) 0.655 0.959 1.915 2.535 2.994 Pre -developed Runoff Volume (cf) 1,223.00 1,813.00 1 3,771.00 5,088.00 6,080.00 Post -developed Runoff Volume (cf) 1,317.00 1,928.00 3,930,00 5,266.00 6,270.00 4.2. CONCLUSION: Based on the calculations and site construction, stormwater runoff from the proposed project will not adversely affect any adjacent/downstream water bodies or properties. Page 15 5.0 POLLUTION CONTROL PLAN 5.1 POLLUTION PREVENTION MEASURES All debris and waste materials from construction activities will be disposed of using an on -site trash dumpster to minimize stormwater pollution. ASPHALT Asphalt Paving 1. Reschedule paving and grinding activities if rain is forecasted. 2. Train employees and sub -contractors in pollution prevention and reduction. 3. Store materials away from drainage courses to prevent stormwater runoff. 4. Protect drainage courses, particularly in areas with a grade, by employing BMPs to divert runoff or to trap and filter sediment. 5. Stockpile material removed from roadways away from drain inlets, drainage ditches, and watercourses. 6. Disposal of PCC (Portland cement concrete) and AC (asphalt concrete) waste should be in conformance with state and local regulations. 7. Do not allow sand or gravel to be placed over new asphalt to wash into storm drains, streets, or creeks. Vacuum or sweep loose sand and gravel and then properly dispose of this waste to a state approved solid waste facility. 8. Old asphalt should be disposed of properly. Collect and remove all broken asphalt from the site and recycle whenever possible. Paving Equipment 1. Leaks and spills from paving equipment can contain toxic levels of heavy metals and oil and grease. Place drip pans or absorbent materials under paving equipment when not in use. Clean up spills with absorbent materials and dispose of in accordance with the applicable regulations. 2. Substances used to coat asphalt transport trucks and spreading equipment should not contain soap and should be non -foaming and non -toxic. 3. Paving equipment parked onsite should be parked over plastic to prevent soil contamination. 4. Clean asphalt coated equipment offsite whenever possible. When cleaning dry, hardened asphalt from equipment, remove the hardened asphalt debris off -site to a state approved solid waste facility. Page 16 CONCRETE 1. Temporary concrete washout facilities shall be located a minimum of 50 ft from storm drain inlets, open drainage facilities, and watercourses, unless determined infeasible by the Engineer. Each facility shall be located away from construction traffic or access areas to prevent disturbance or tracking. 2. A sign shall be installed adjacent to each washout facility to inform concrete equipment operators to utilize the proper facilities. 3. Temporary concrete washout facilities shall be constructed above or below grade or placed in watertight bins or containers. Temporary concrete washout facilities shall be constructed and maintained in sufficient quantity and size to contain all liquid and concrete waste generated. 4. Wash concrete from mixer chutes into approved concrete washout facility. Perform washout of concrete mixers, delivery trucks, and other delivery systems in designated areas only. 5. Pump excess concrete in concrete pump bin back into concrete mixer truck. 6. Concrete washout from concrete pumper bins can be washed into concrete pumper trucks and discharged into designated washout area or properly disposed offsite. 7. Once concrete wastes are washed into the designated area and allowed to harden, the concrete shall be broken up, removed, and disposed of in conformance with applicable federal, state and local regulations (WM-5). S. Washout facilities will be covered 24 hours prior to a 50% or more chance of rain. If not covered prior to rain, washouts shall be covered during rain event. No water will be allowed to overflow from washout and any accumulated rain water will be handled and disposed of as washout water. Installation of Temporary "Above Grade" Concrete Washout Facility 1. Temporary concrete washout facility Type "Above Grade" shall be constructed with a minimum length and minimum width of 10 ft, but with sufficient quantity and volume to contain all liquid and concrete waste generated by washout operations. 2. Straw bales, wood stakes, and sandbag materials shall conform to the provisions in details provided on Sheet ESC-5. 3. Plastic lining material shall be a minimum of 10-mil polyethylene sheeting and shall be free of holes, tears or other defects that compromise the impermeability of the material. Liner seams shall be installed in accordance with manufacturers' recommendations. No seams in the plastic are allowed at Page 17 the bottom of the washout. 4. The soil base shall be prepared free of rocks or other debris that may cause tears or holes in the plastic lining material. Removal of Temporary Concrete Washout Facilities 1.. When temporary concrete washout facilities are no longer required for the work and as washouts are filled, as determined by the Engineer, the hardened concrete shall be removed and disposed of in conformance with applicable federal, state and local regulations. Disposal of PCC dried residues, slurries or liquid waste shall be disposed of in conformance with all applicable laws and regulations. Materials used to construct temporary concrete washout facilities shall become the property of the Contractor, shall be removed from the site of the work, and shall be disposed of in conformance with all applicable laws and regulations. 2. Hales, depressions or other ground disturbance caused by the removal of the temporary concrete washout facilities shall be backfilled and repaired. 3. Inspect temporary concrete washout facilities weekly, and before and after every rainfall events. During extended rainfall events, inspect temporary concrete washout facilities at least once every 24 hours. 4. Temporary concrete washout facilities shall be maintained to provide adequate holding capacity with a minimum freeboard of 4 inches for above grade facilities and 12 inches for below grade facilities. Maintaining temporary concrete washout facilities shall include removing and disposing of hardened concrete and returning the facilities to a functional condition. Hardened concrete materials shall be removed and disposed of in conformance with applicable federal, state and local regulations. 5. Existing facilities must be cleaned, or new facilities must be constructed and ready for use once the washout is 75% full. Temporary concrete washout facilities shall be inspected for damage (i.e. tears in polyethylene liner, missing sandbags, etc.). Damaged facilities shall be repaired immediately. Page 18 SANITATION Storage and Disposal Procedures 1. Ensure the containment of sanitation facilities (e.g., portable toilets) to prevent discharges of pollutants to the ground surface, storm water drainage system or receiving water. 2. Clean or replace sanitation facilities and inspect regularly for leaks and spills. 3. Temporary sanitary facilities shall be located away from drainage facilities, watercourses, and from traffic circulation. When subjected to high winds or risk, temporary sanitary facilities shall be secured to prevent overturning. 4. Wastewater shall not be discharged or buried on the construction site. 5. Sanitary and septic systems that discharge directly into sanitary sewer systems, where permissible, shall comply with the local health agency, city, county, and sewer district requirements. 6. Properly connect temporary sanitary facilities that discharge to the sanitary sewer system to avoid illicit discharges. 7. Ensure that sanitary/septic facilities are maintained in good working order by a licensed service. S. Use only reputable, licensed sanitary/septic waste haulers. 9. Clean up spills and leaks immediately. Spills and leaks shall not be covered or buried onsite. Contaminated soil shall be disposed of properly in accordance with permits, laws and regulations. 10.Inspect sanitary and septic waste facilities weekly, and before and after every rainfall events. During extended rainfall events, inspect sanitary and septic waste facilities at least once every 24 hours. CONSTRUCTION MATERIALS Expected construction materials to be stored on -site include steel support components, fencing, geotextile and aggregate fill material. No pollutants are known to be associated with any of these materials. The aggregate material will be protected to prevent sediment runoff during storm events. Potential pollutant sources due to construction activities include diesel fuel, gasoline and concrete slurry. 1. Diesel Fuel (30 to 100 gal) — Mobile fueling truck w/spill kit on board, no full time storage. 2. Gasoline (Less than 50 gal) - Mobile fueling truck w/spill kit on board, no full time storage. 3. Concrete Slurry — Used for final finishing on concrete equipment slabs and horizontal directional boring, volume as determined by contractor. Page 19 FUELS AND OILS Vehicles requiring refueling or lubrication shall be brought to a portion of the site away from environmentally sensitive areas (such as wetlands, storm drains, culverts, wells, etc.). All construction equipment shall be refueled at least 100 feet from a waterbody, wetland, rare species habitat, or unique natural community and in an upland area away from conveyance channels. The Contractor shall take precautions to ensure that drips, spills, or seeps do not enter the ground. The use of absorbent towels and/or a portable basin beneath the fuel tank is recommended. Refueling activities shall be performed under continual surveillance with extreme care. Where there is no reasonable alternative, refueling may occur within these setbacks, but only under the observation of the Trained Contractor and after proper precautions are taken to prevent an accidental spill. Drip pans shall be used, and a supply of absorbent pads shall be available and utilized, as required. In the event of a release, the spill shall be promptly cleaned up in accordance with the NY State spill response and clean-up procedures. On -site construction vehicles including Contractor employee vehicles shall be monitored for leaks and shall receive regular preventative maintenance to reduce the risk of leakage. Any equipment leaking oil, fuel, or hydraulic fluid shall be repaired immediately or removed from the site. Construction equipment and Contractor personal vehicles shall be parked at least 100 feet from a wetland, river, creek, stream, lake, reservoir, spring, well or other ecologically sensitive site, or existing recreational area along the proposed rights -of -way at the end of the working day except where it is necessary to maintain continuity of construction. Petroleum products and hydraulic fluids that are not in vehicles shall be stored in tightly sealed containers that are clearly labeled. All gasoline and fuel storage vessels with greater than a 25-gallon capacity must have secondary containment constructed of an impervious material and be capable of holding 110% of the vessel capacity. All state and federal regulations shall be followed for the storage, handling, application, usage, and disposal of pesticides, fertilizers, and petroleum products. Equipment shall have sufficient spill containment equipment on board to provide for prompt control and cleanup, in the event of a release. Page 20 Management of Spills and Releases: Should a fuel, oil, or chemical spill occur during the project, The Contractor shall be responsible for reporting the spill or release to the NYSDEC Spill Hotline 1-800-457- 7362 as applicable, within two hours of the release. Contactor is also responsible for any and all response actions. Any contaminated soil shall be removed from the worksite and disposed of in accordance with product specific MSDS and NYSDEC guidance. Petroleum spills that do not need to be reported, are those that meet the following criteria: 1. The quantity is known to be less than 5 gallons; and 2. The spill is contained and under the control of the spiller; and 3. The spill has not and will not reach the State's water or any land (A spill is cons idered to have not impacted land if it occurs on a paved surface such as asphalt or concrete. A spill in a dirt or gravel parking lot is considered to have impacted land and is reportable.); and 4. The spill is cleaned up within 2 hours of discovery. CONCRETE SLURRY The use of concrete slurry for directional boring is a fluid -assisted excavation technique that uses a semi -liquid mix to improve drilling effectiveness. It is used in horizontal directional drilling (HDD) to create pilot boreholes. Slurry boring can stabilize borehole walls as well as remove suspended spoil from the excavation site. In addition to directional boring concrete slurry is used to provide a surficial finish to the concrete equipment slabs. Slurry Management: Plan: Contractor is to provide and adhere to a written Slurry Management Plan, using but not limited to tools and techniques (CSDA-BP-001, 10/24/2017) listed below: 1. Determine the 'low point' of the specific work area to potentially let gravity assist the flow of the water/slurry and minimize the use of pumps. 2. Restrict access to the worksite as needed to minimize hazards associated with the water/slurry and/or RCS exposure. Clearly post appropriate hazard signs. 3. Use polyurethane sheets or tarps to protect surfaces from slurry splash/spray. 4. Collection and control — wet/slurry vacuums, shrouds/slurry collection rings, wands, squeegees, troughs/socks/bags/'pig' to direct flow and pumps (dewatering, semi -trash or trash pumps). Page 21 5. For small to mid -sized vacuums in rough terrain, the slurry could possibly splash past the ball float and damage the vacuum motor. The size of the vacuum tank could be a limitation on the weight of a full vacuum. Slurry can sometimes foam up and the bubbles or slurry mist (both may be abrasive) can get past the ball float and damage the vacuum motors. Some slurry vacuums offer nylon or other filters to protect the motors to minimize the damage from abrasive mist/foam. Sometimes a surfactant can be added to the vacuum to minimize the foaming. Another alternative is using a super absorbent polymer in the vacuum drum that can solidify/gel the slurry as it is being collected to minimize sloshing and splashing of the slurry/water in the drum. F. Thick paste slurries can be diluted with water to help the vacuum suck up the liquid. 6. Drum vacuum heads using standard 55-gallon drums are very common to minimize the number of times the slurry is transferred (simply move the vacuum head to another drum). The drums can be used to help facilitate the settling of the slurry to recycle the water and later handling the sludge. 7. Large vacuum trucks and other mobile devices are available to handle large amounts of slurry on road jobs. Some large systems utilize centrifuges to separate out the solids from the water in the slurry so the water can be treated for disposal or recycled. S. Flocculants can be used to accelerate the settling time in recycling the water by quickly separating the solids. Flocculants require some level of agitation of the slurry to mix in the floc to properly drop out the solids from the slurry. If the slurry is thick and pasty, additional water can be added to allow the floc to mix thoroughly in the slurry and to help drop more of the solids out of the slurry. It seems counter intuitive, but the additional water will separate back out and pull out more water from the original slurry, potentially creating an even more concentrated slurry. Air bubblers can be Used to stir in the floc in lieu of mixers. 9. Recycling slurry water. The water might have a high Ph, which could potentially damage equipment so it might be worth monitoring the pH level and adding an acid to lower the pH. Note high pH alkaline solutions can be irritating to the skin. Typically, a 9-1/2 pH is the threshold for a ground dump and typically 12.5 or more is considered hazardous. In 55-gallon drums, a large drill mixer can be used to mix in the floc and as solids sink the water can be transferred (or decanted) out using a small dewatering pump or a wet vacuum with a wand. 4n larger tanks or truck vacuums, a cascading system of weirs can be used to get a larger volume of clean water available faster. The weir system acts as a Page 22 series of individual settling tanks. Only the cleanest of the water out of the slurry,in each tank is able to flow over the weir into the next tank in the series. 10.Storage of slurry. The slurry can be stored in pits, tanks, drums or other structures using liners. Be certain the structure can handle the weight of the slurry. Have a plan for handling potential leaks. 55-gallon drums are very common, and the water can be decanted off after settling. Drum dollies help move the barrels. Drums can be strapped to a pallet so a forklift or pallet jack can be used to move them around the jobsite. 11. Filter presses can be used to process slurry to squeeze out the clean water and leave cakes/bricks for disposal of the solids from the slurry. The water can be recycled. Some filter presses work more efficiently when the slurry is pretreated with a flocculent. The floc will increase the particle size in the slurry so the small openings in the filter press are more open and less susceptible to being plugged up. 12.Surfactants will make the water 'wetter' and reduce the surface tension on the water droplets. This makes the water more effective at dust control and can sometimes reduce the amount of water needed. 13.Spoil and staging areas maybe provided by the owner for temporary storage. 14.Regardless of how the slurry is collected or stored on the jobsite, plan for where and how the slurry will be properly disposed of. 15.Hauling slurry. If you decant to water prior to moving, you will be hauling less weight and volume. The liquid's center of gravity shifts as it moved during transport. In large tanks or trucks, a large shift in the center of gravity can be potentially dangerous. One technique to handle sloshing liquid is to put baffles in the tank. 16.Vacuum truck services are available in many areas. For some jobs it might be worth considering subcontracting a waste hauler/super sucker truck. 17.Some concrete batch plants will accept slurry. 18.Slurry can be solidified and treated as solid waste. Large dewatering/filter bags in a tank with a drain can allow the water to slowly drain out of the slurry. The solids remain in the bag for disposal. Settling pits or tanks can allow solids in the slurry to settle out and the water can evaporate or be decanted. Cascading tanks or weirs can be used to allow the solids to settle out of the water (used more in dynamic water flow scenarios whereby water is being continually recirculated). A filter press can be used to press out the water from the slurry and create a solid cake/brick. Flocculants can speed up the process of separating solids in slurry. Super Absorbent Polymers (SAPs) can be used to Page 23 absorb the water and dry out slurry. The SAPs have been shown to pass a paint filter test (PFT) method 9095B, which is a key consideration for disposing in a solid waste landfill. The alkalinity of slurry and some dissolved elements in the slurry can reduce the effectiveness of the SAPS, thus requiring more than a theoretical ideal amount to be used, or the slurry can be pretreated to make it more efficient with the SAP. 5.2 EROSION AND SEDIMENT CONTROL Temporary erosion and sedimentation controls will be implemented during construction. These measures are presented in detail in the attached Erosion and Sedimentation Control Plan within the plan set and are based upon the New York State Standards and Specifications for Erosion and Sediment Control (Nov 2016): 1. Stabilized Construction Entrance: Install gravel entrance pursuant to construction details provided in the location indicated in the plans. To remain in place and functional for the duration of construction activities. 2. Silt Fencing: Silt fencing to be installed as per the silt fencing plan and associated details. Silt fencing to be inspected daily for damaged or failing sections. Silt fencing to be installed between graded and undisturbed areas to prevent sediment from entering the undisturbed areas or adjacent water bodies or runoff conveyances (i.e. culverts). 3. Concrete Washout: Concrete washout areas are to be constructed and installed per the details provided and located adjacent to those areas where substantial concrete work is being performed (i.e. slabs). 4. Top Soil Stockpile: Enclose perimeter of stockpile with silt fencing and vegetative matting or cover. Locate the stockpile away from streams, ditches or other water bodies. 5. Site Stabilization: Any disturbed areas of the site where construction activities have temporarily or permanently ceased for more than 14 days shall be stabilized with vegetative cover. Winter stabilization can be done using mulch or other Engineer approved products. 5.3 PERMANENT EROSION AND SEDIMENT CONTROL FACILITIES Surface Stabilization: Stabilization of exposed disturbed soils following construction will be accomplished with grass and/or mulch. Page 24 6.0 CONSTRUCTION IMPLEMENTATION 6.1 CONSTRUCTION SCHEDULE AND SEQUENCE The general site notes and anticipated construction sequence for the site improvements consist of the following: 6.1.a. GENERAL NOTES 1. One week prior to beginning earthwork operations, a pre -construction meeting will be held to discuss the erosion and sediment control plan and to finalize the paperwork for the Stormwater Pollution Prevention Plan, as specified in the NYSDEC SPDES General Permit for Stormwater Discharge from Construction Activities. 2. Erosion and sediment control measures shall be provided prior to beginning any land disturbance activities. The devices providing protection to a given area shall not be removed until the disturbed lands in that area are stabilized. 3. No disturbed area shall remain exposed for more than 14 days, except for portions of the site in which work will be continuous beyond 14 days. 6.1.b. CONSTRUCTION SEQUENCE 1. Stakeout entire limits of disturbance (LOD) for project at site. 2. Install 12' wide x 50' long (min.) stabilized construction access. 3. Control dust on site to prevent dust leaving the site and creating off -site damage, health hazards, and traffic safety problems. Treatment includes but is not limited to spraying disturbed soil surfaces with water. 4. Install perimeter silt fence and any required tree protection as indicated in the plans and around any other ground disturbances within the project area. 5. Clear and grub site as needed within the LOD. 6. Strip topsoil and stockpile on -site in the designated location with perimeter silt fencing. Once complete, add vegetative seeding if stockpile is to remain in place for prolonged period of time. 7. Perform earthwork cut/fill activities and contouring in accordance with approved Drainage and Grading Plans. S. Perform roadside utility trenching, install invert bedding, and compact per specifications, install conduits and piping. Backfill and compact trench to grade. 9. Excavate and rough grade any roadside collector and divertor swales. Install temporary stabilization measures on the banks and flowline. 10.Cut roadbed and deposit excavated material in the designated stockpile area. Page 25 11.Perform soil restoration for all areas outside of roadbed, for all temporary construction access road segments and gravel staging/stockpile areas, that will be converted to pervious cover in post -construction conditions. Soil restoration includes deep ripping the subsoil to a minimum depth of 12-inches, mixing 3- Inches of compost into the subsoil, and spreading 6-Inches of topsoil to the site. Seed/Sod and mulch disturbed areas. No connection to the proposed downstream basins can be made until all upstream construction has been completed and stabilized with a vigorous vegetative cover established over all the pervious surfaces of the drainage basin. 12.Final grade and contour the swales and any area outside the roadbed. Install check dams, weirs, culverts and other drainage structures if and where indicated on the plans. 13.lnstall inlet and outlet protection measures where indicated on the plans. 14.Compact roadbed subgrade as needed and install sub -base for entire length of access drive. 15.Haui-off excess excavated materials from the stockpile(s) to state approved solid waste facility. 16.Grade and contour the proposed compound area. Install temporary stabilization measures (ie matting, mulch, etc.) 17.Construct concrete wash -out in compound area. 18.Install monopole foundation, concrete equipment pads, support piers for ice bridge and perimeter fencing. 19.Remove Concrete wash -out facility once all concrete work is complete. 20.Perform soil restoration for the gravel staging/stockpile areas, that will be converted to pervious cover in post -construction conditions. 21.Install monopole, antennas, and other aerial or ground equipment. 22.Install gravel surface treatment for compound. 23.Install access drive surface course. 24.Remove construction entrance. 25.Install asphaltic final surface course on the entrance apron and any pavement extension. 26.Remove sediment from all silt fencing and inlet protection where necessary. Page 26 27.Remove all temporary erosion control methods when contributing drainage areas have reached final stabilization. 28.Install remaining permanent stabilization measures (ie mulching, seeding etc.) for any remaining disturbed areas. 6.2 INSPECTION AND MAINTENANCE PROCEDURES Refer to the Site Erosion Control Plan for guidelines concerning the inspection and maintenance procedures for the erosion and sediment control facilities. A Construction Site Inspection and Maintenance Log Book (Appendix A) is included with the SWPPP for inspections to be performed during construction. In addition to the Log Book, a Pre -Construction Site Assessment Checklist (Appendix A) is to be completed per the attached instructions. 6.2.a. SITE INSPECTIONS 1. The operator shall have a qualified professional conduct an assessment of the site prior to the commencement of construction and certify in an inspection report that the appropriate erosion and sediment controls described in the SWPPP have been adequately installed or implemented to ensure overall preparedness of the site for the commencement of construction. Following the commencement of construction, site inspections shall be conducted by the qualified professional at least every 7 calendar days for projects with less than 5 acres of ground disturbance. If more than 5 acres are disturbed at any time these inspections will be conducted twice during the seven calendar daytime period, with a minimum separation of 2 full calendar days. If construction has been temporarily suspended and temporary stabilization measures have been applied to all disturbed areas, the site inspection cycles may be reduced to once every (30) thirty calendar days, after written notification has been made to the DOW Water Program Contact at the regional office. During each inspection, the qualified professional shall record the required information. 2. The purpose of site inspections is to assess performance of pollutant controls. Based on these inspections, the Owner/Developer designated qualified professional may ascertain whether or not it is necessary to modify the Final SWPPP, add or relocate sediment barriers, or take whatever actions are deemed prudent to prevent pollutants from leaving the site via storm water Page 27 runoff. The contractor is required to ensure any damaged ES&C measures are repaired, modified or replaced in order to safeguard their functionality. 3. The operator shall maintain a record of all inspection reports (Appendix 1) in a site logbook. The site log book shall be maintained on -site and be made available to the permitting authority upon request. Prior to commencement of construction, the operator shall certify in the site logbook that the SWPPP meets all Federal, State and local erosion and sediment control requirements. In addition, the qualified professional shall complete monthly summaries of the compliance status of the site. The summaries of the site inspection activities will be stored on -site by the operator on a monthly basis. 6.2.b. MAINTENANCE 1. During construction, the contractor will be responsible for inspecting and maintaining the permanent and temporary erosion control facilities. Also, areas that have been seeded will be inspected regularly after seed germination to ensure complete coverage of exposed areas. 2. The operator shall initiate stabilization measures as soon as practicable in portions of the site where construction activities have temporarily or permanently ceased, but in no case more than 14 days after the construction activity in the portion of the site has temporarily or permanently ceased. This requirement does not apply in the following instances: a. Where the initiation of stabilization measures by the 14th day after construction activity temporarily or permanently ceased is precluded by snow cover orfrozen ground conditions, stabilization measures shall be initiated as soon as practicable. b. Where construction activity on a portion of the site is temporarily ceased the application of soil stabilization measures must be initiated by the end of the next business day and completed within fourteen (14) days from the date the current soil disturbance activity ceased. C. Where construction activity associated with the footprint of the proposed development has temporarily ceased, temporary stabilization measures need not be initiated on that portion of the site. 3. Inspections of all devices should be completed weekly and after each rainfall event. Repairs should be completed immediately upon discovery. Page 28 6.3. REVISIONS TO THE SWPPP Based on construction activities and the results of inspections, changes to the erosion and sediment control plan are expected and shall be documented using the Report Form for Changes in Pollution Prevention Plan (Appendix B). 6.4 MAINTENANCE OF STORMWATER MANAGEMENT PRACTICES 6.4.a.OPERATIONS AND MAINTENANCE Post -construction inspections and maintenance shall be performed by the owner. Inspections and maintenance forthe various site components and stormwater management facilities shall be performed in accordance with the accompanying project plans and this SWPPP. A summary of the stormwater management system inspection and maintenance parameters is provided in Table 6.5.a below. Maintenance of the proposed stormwater facilities consist primarily of monthly mowing of the roadside swales and shoulders in order to maintain a grass height of 4 to 6 inches. It also includes monthly trash/debris removal from the catchment areas, although for this type of project those activities are expected to be minimal. 6.4.b.SEDIMENT MONITORING AND REMOVAL PRACTICES Any proposed stormwater ponds and/or swales utilized as temporary sediment basins or traps during construction shall be inspected at least every seven calendar days for accumulated buildup of sediment. Accumulated sediment buildup in excess of 50% capacity or 1/3 the height of the compost sock trap shall be removed off -site and any damages to the sediment basin/trap will be repaired immediately upon discovery. For those ponds or swale areas, where a geofilter fabric has been installed as a temporary surface protection to prevent clogging of the underlying soils; the fabric shall be replaced each time accumulated sediment has to be removed. Page 29 Table S.S. a.: General Site Post -Construction Inspection and Maintenance Maintenance Item Frequency Description of Inspection Parameters Description of Remedy Procedures Site Structures Annual & -Accumulated sediment, debris and -Remove After Major litter in outfall structures and drain Storms basins -Damage of storm structures or associated -Replace and/or repair, as necessary components -Accumulation of pollutants, including oils -Remove pollutants from catch basins. or grease, in drain basins Replace and/or repair pollutant source. Pavement Biannual/ -Accumulated sediment in paved areas -Remove (sweep min. 2 times/year) Annual -Accumulated debris and litter -Remove Embankments Annual -Differential settlement of embankments -Stabilize and restore to original specs -Embankment erosion - Stabilize and restore to original specs -Animal burrows -Remove -Cracking, bulging, or sliding of - Stabilize and restore to original specs embankment Grass and Annual -Vegetation: 80% coverage + less than -Restore original specs Landscaped areas 25% invasive plant species -Unauthorized plantings -Remove -Undesirable vegetative growth -Maw a min. of 3 times/year. May increase -Accumulated debris and litter -Remove Winter Maintenance Monthly -Accumulation of snow and ice on catch -Remove basins, inlet and outlet structures, and end sections -Stock piied snow near inlets and outlets -Remove -Remaining deicing materials -Remove in early spring by sweeping Swales Monthly -Erosion of side slopes - Stabilize and restore to original specs -Formation of rills or gullies -Repair and restore to original specs -Excess grass growth -Mow -Undesirable vegetative growth -Remove -Accumulated debris, litter, or sediment -Remove -Residual deicing materials (sand) -Remove & replace any damaged vegetation Page 30 APPENDIX A CONSTRUCTION INSPECTION LOG BOOK AND SITE ASSESSMENT CHECKLIST APPENDIX I CONSTRUCTION SITE INSPECTION AND MAINTENANCE LOG BOOK STATE POLLUTANT DISCHARGE ELIMINATION SYSTEM FOR CONSTRUCTION ACTIVITIES CONSTRUCTION SITE LOG BOOK Table of Contents I. Pre -Construction Meeting Documents a. Preamble to Site Assessment and Inspections b. Pre -Construction Site Assessment Checklist II. Construction Duration Inspections a. Directions b. Modification to the SWPPP November 2016 New York State Standards and Specifications For Erosion and Sediment Control 1. PRE -CONSTRUCTION MEETING DOCUMENTS Project Name Permit No. Date of Authorization Name of Operator Prime Contractor a. Preamble to Site Assessment and Inspections The Following Information To Be Read By All Person's Involved in The Construction of Stormwater Re- lated Activities: The Operator agrees to have a qualified inspector] conduct an assessment of the site prior to the commence- ment of construction and certify in this inspection report that the appropriate erosion and sediment controls described in the SWPPP have been adequately installed or implemented to ensure overall preparedness of the site for the commencement of construction. Prior to the commencement of construction, the Operator shall certify in this site logbook that the SWPPP has been prepared in accordance with the State's standards and meets all Federal, State and local erosion and sediment control requirements. A preconstruction meeting should be held to review all of the SWPPP requirements with construction personnel. When construction starts, site inspections shall be conducted by the qualified inspector at least every 7 cal- endar days. The Operator shall maintain a record of all inspection reports in this site logbook. The site log- book shall be maintained on site and be made available to the permitting authorities upon request. Prior to filing the Notice of Termination or the end of permit term, the Operator shall have a qualified in- spector perform a final site inspection. The qualified inspector shall certify that the site has undergone final stabilization3 using either vegetative or structural stabilization methods and that all temporary erosion and sediment controls (such as silt fencing) not needed for long-term erosion control have been removed. In addition, the Operator must identify and certify that all permanent structures described in the SWPPP have been constructed and provide the owner(s) with an operation and maintenance plan that ensures the struc- tures) continuously functions as designed. I Refer to "Qualified Inspector" inspection requirements in the current SPDES General Permit for Stormwater Discharges from Construction Activity for complete list of inspection requirements. 2 "Commencement of construction" means the initial removal of vegetation and disturbance of soils associated with clearing, grading or excavating activities or other construction activities. 3 "Final stabilization" means that all soil -disturbing activities at the)site have been completed and a uniform, perennial vegetative cover with a density of eighty (80) percent has been established or equivalent stabilization measures (such as the use of mulches or geotextiles) have been employed on all unpaved areas and areas not covered by permanent struc- tures. November 2016 New York State Standards and Specifications For Erosion and Sediment Control b. Pre -construction Site Assessment Checklist (NOTE: Provide comments below as necessary) 1. Notice of Intent, S WPPP, and Contractors Certification: Yes No NA [ ] [ ] [ ] Has a Notice of Intent been filed with the NYS Department of Conservation? [ ] [ ] [ ] Is the SWPPP on -site? Where? [ ] [ ] [ ] Is the Plan current? What is the latest revision date? [ ] [ ] [ ] Is a copy of the NOT (with brief description) onsite? Where? [ ] [ ] [ ] Have all contractors involved with storinwater related activities signed a contractor's certification? 2. Resource Protection Yes No NA [ ] [ ] [ ] Are construction limits clearly flagged or fenced? [ ] [ ] [ ] Important trees and associated rooting zones, on -site septic system absorption fields, existing vegetated areas suitable for filter strips, especially in perimeter areas, have been flagged for protection. [ ] [ ] [ ] Creek crossings installed prior to Iand-disturbing activity, including clearing and blasting. 3. Surface Water Protection Yes No NA [ ] [ ] [ ] Clean stonnwater runoff has been diverted from areas to be disturbed. [ ] [ ] [ ] Bodies of water located either on site or in the vicinity of the site have been identified and protected. [ ] [ ] [ ] Appropriate practices to protect on -site or downstream surface water are installed. [ ] [ ] [ ] Are clearing and grading operations divided into areas <5 acres? 4. Stabilized Construction Access Yes No NA [ ] [ ] [ ] A temporary construction entrance to capture mud and debris from construction vehicles before they enter the public highway has been installed. [ ] [ ] [ ] Other access areas (entrances, construction routes, equipment parking areas) are stabilized immediately as work takes place with gravel or other cover. [ ] [ ] [ ] Sediment tracked onto public streets is removed or cleaned on a regular basis. 5. Sediment Controls Yes No NA [ ] [ ] [ ] Silt fence material and installation comply with the standard drawing and specifications. [ ] [ ] [ ] Silt fences are installed at appropriate spacing intervals [ ] [ ] [ ] Sediment/detention basin was installed as first land disturbing activity. [ ] [ ] [ ] Sediment traps and barriers are installed. 6. Pollution Prevention for Waste and Hazardous Materials Yes No NA L ] L ] [ ] The Operator or designated representative has been assigned to implement the spill prevention avoidance and response plan. [ ] [ ] [ ] The plan is contained in the S WPPP on page [ ] [ ] [ ] Appropriate materials to control spills are onsite. Where? November 2016 New York State Standards and Specifications For Erosion and Sediment Control 11. CONSTRUCTION DURATION INSPECTIONS a. Directions: Inspection Forms will be filled out during the entire construction phase of the project. Required Elements: 1) On a site map, indicate the extent of all disturbed site areas and drainage pathways. Indicate site areas that are expected to undergo initial disturbance or significant site work within the next 14-day period; 2) Indicate on a site neap all areas of the site that have undergone temporary or permanent stabilization; 3) Indicate all disturbed site areas that have not undergone active site work during the previous 14-day period; 4) Inspect all sediment control practices and record the approximate degree of sediment accumulation as a percentage of sediment storage volume (for example, 10 percent, 20 percent, 50 percent); 5) Inspect all erosion and sediment control practices and record all maintenance requirements such as verifying the integrity of barrier or diversion systems (earthen berms or silt fencing) and containment systems (sediment basins and sediment traps). Identify any evidence of rill or gully erosion occurring on slopes and any loss of stabilizing vegetation or seeding/mulching. Document any excessive deposition of sediment or pending water along barrier or diversion systems. Record the depth of sediment within containment structures, any erosion near outlet and overflow structures, and verify the ability of rock filters around perforated riser pipes to pass water; and 6) Immediately report to the Operator any deficiencies that are identified with the implementation of the SWPPP. November 2016 New York State Standards and Specifications For Erosion and Sediment Control CONSTRUCTION DURATION INSPECTIONS Inspector (print name) Qualified Inspector (print name) SITE PLAN/SKETCH Date of Inspection Page I of Qualified Inspector Signature The above signed acknowledges that, to the best of his/her knowledge, all information provided on the forms is accurate and complete. November 2016 New York State Standards and Specifications For Erosion and Sediment Control CONSTRUCTION DURATION INSPECTIONS Page 2 of Maintaining Water Quality Yes No NA [ ] [ ] [ ] Is there an increase in turbidity causing a substantial visible contrast to natural conditions at the outfalls? [ ] [ ] [ ] Is there residue from oil and floating substances, visible oil film, or globules or grease at the outfalls? [ ] [ ] [ ] All disturbance is within the limits of the approved plans. [ ] [ ] [ ] Have receiving lake/bay, stream, and/or wetland been impacted by silt from project? Housekeeping 1. General Site Conditions Yes No NA [ ] [ ] [ ] Is construction site litter, debris and spoils appropriately managed? [ ] [ ] [ ] Are facilities and equipment necessary for implementation of erosion and sediment control in working order and/or properly maintained? [ ] [ ] [ ] Is construction impacting the adjacent property? [ ] [ ] [ ] Is dust adequately controlled? 2. Temporary Stream Crossing Yes No NA [ ] [ ] [ ] Maximum diameter pipes necessary to span creek without dredging are installed. [ ] [ ] [ ] Installed non -woven geotextile fabric beneath approaches. [ ] [ ] [ ] Is fill composed of aggregate (no earth or soil)? [ ] [ ] [ ] Rock on approaches is clean enough to remove mud from vehicles & prevent sediment from entering stream during high flow. 3. Stabilized Construction Access Yes No NA [ ] [ ] [ ] Stone is clean enough to effectively remove mud from vehicles. [ ] [ ] [ ] Installed per standards and specifications? [ ] [ ] [ ] Does all traffic use the stabilized entrance to enter and leave site? [ ] [ ] [ ] Is adequate drainage provided to prevent ponding at entrance? Runoff Control Practices 1. Excavation Dewatering Yes No NA [ ] [ ] [ ] Upstream and downstream berms (sandbags, inflatable dams, etc.) are installed per plan. C ] C ] [ ] Clean water from upstream pool is being pumped to the downstream pool. [ ] [ ] [ ] Sediment laden water from work area is being discharged to a silt -trapping device. [ ] [ ] [ ] Constructed upstream berm with one -foot minimum freeboard. November 2016 New York State Standards and Specifications For Erosion and Sediment Control CONSTRUCTION DURATION INSPECTIONS Page 3 of Runoff Control Practices (continued) 2. Flow Spreader Yes No NA [ ] [ ] [ ] Installed per plan. [ ] [ ] [ ] Constructed on undisturbed soil, not on fill, receiving only clear, non -sediment laden flow. [ ] [ ] [ ] Flow sheets out of level spreader without erosion on downstream edge. 3. Interceptor Dikes and Swales Yes No NA [ ] [ ] [ ] Installed per plan with minimum side slopes 2H:1V or flatter. [ ] [ ] [ ] Stabilized by geotextile fabric, seed, or mulch with no erosion occurring. [ ] [ ] [ ] Sediment -laden runoff directed to sediment trapping structure 4. Stone Check Dam Yes No NA [ ] [ ] [ ] Is channel stable? (flow is not eroding soil underneath or around the structure). [ ] [ ] [ ] Check is in good condition (rocks in place and no permanent pools behind the structure). [ ] [ ] [ ] Has accumulated sediment been removed?. 5. Rock Outlet Protection Yes No NA [ ] [ ] [ ] Installed per plan. [ ] [ ] [ ] Installed concurrently with pipe installation. Soil Stabilization 1. Topsoil and Spoil Stockpiles Yes No NA [ ] [ ] [ ] Stockpiles are stabilized with vegetation and/or mulch. L ] L ] L ] Sediment control is installed at the toe of the slope. 2. Revegetation Yes No NA [ ] [ ] [ ] Temporary seedings and mulch have been applied to idle areas. [ ] [ ] [ ] 4 inches minimum of topsoil has been applied under permanent seedings Sediment Control Practices 1. Silt Fence and Linear Barriers Yes No NA L ] [ ] C ] Installed on Contour, 10 feet from toe of slope (not across conveyance channels). [ ] [ ] [ ] Joints constructed by wrapping the two ends together for continuous support. [ ] [ ] [ ] Fabric buried 6 inches minimum. [ ] [ ] [ ] Posts are stable, fabric is tight and without rips or frayed areas. Sediment accumulation is % of design capacity. November 2016 New York State Standards and Specifications For Erosion and Sediment Control CONSTRUCTION DURATION INSPECTIONS Page 4 of Sediment Control Practices (continued) 2. Storm Drain Inlet Protection (Use for Stone & Block; Filter Fabric; Curb; or, Excavated; Filter Sock or Manufactured practices) Yes No NA [ ] [ ] [ ] Installed concrete blocks lengthwise so open ends face outward, not upward. [ ] [ ] [ ] Placed wire screen between No. 3 crushed stone and concrete blocks. [ ] [ ] [ ] Drainage area is lacre or less. [ ] [ ] [ ] Excavated area is 900 cubic feet. [ ] [ ] [ ] Excavated side slopes should be 2:1. [ ] [ ] [ ] 2" x 4" frame is constructed and structurally sound. [ ] [ ] [ ] Posts 3-foot maximum spacing between posts. [ ] [ ] [ ] Fabric is embedded 1 to 1.5 feet below ground and secured to frame/posts with staples at max 8- inch spacing. [ ] [ ] [ ] Posts are stable, fabric is tight and without rips or frayed areas. [ ] [ ] [ ] Manufactured insert fabric is free of tears and punctures. [ ] [ ] [ ] Filter Sock is not torn or flattened and fill material is contained within the mesh sock. Sediment accumulation _% of design capacity. 3. Temporary Sediment Trap Yes No NA [ ] [ ] [ ] Outlet structure is constructed per the approved plan or drawing. [ ] [ ] [ ] Geotextile fabric has been placed beneath rock fill. [ ] [ ] [ ] Sediment trap slopes and disturbed areas are stabilized. Sediment accumulation is % of design capacity. 4. Temporary Sediment Basin Yes No NA [ ] [ ] [ ] Basin and outlet structure constructed per the approved plan. [ ] [ ] [ ] Basin side slopes are stabilized with seed/mulch. [ ] [ ] [ ] Drainage structure flushed and basin surface restored upon removal of sediment basin facility. [ ] [ ] [ ] Sediment basin dewatering pool is dewatering at appropriate rate. Sediment accumulation is % of design capacity. Note: Not all erosion and sediment control practices are included in this listing. Add additional pages to this list as required by site specific design. All practices shall be maintained in accordance with their respective standards. Construction inspection checklists for post -development stormwater management practices can be found in Appendix F of the New York Stonnwater Management Design Manual. November 2016 New York State Standards and Specifications For Erosion and Sediment Control CONSTRUCTION DURATION INSPECTIONS b. Modifications to the SWPPP (To be completed as described below) The Operator shall amend the SWPPP whenever: 1. There is a significant change in design, construction, operation, or maintenance which may have a significant effect on the potential for the discharge of pollutants to the waters of the United States and which has not otherwise been addressed in the SWPPP; or 2. The SWPPP proves to be ineffective in: a. Eliminating or significantly minimizing pollutants from sources identified in the SWPPP and as required by this permit; or b. Achieving the general objectives of controlling pollutants in storinwater discharges from permitted construction activity; and 3. Additionally, the SWPPP shall be amended to identify any new contractor or subcontractor that will implement any measure of the SWPPP. Modification & Reason: November 2016 New York State Standards and Specifications For Erosion and Sediment Control APPENDIX B CORRECTIVE ACTION AND SWPPP AMENDMENT LOGS 3 a 0 a v O 'Z O c u C2- O Q L a � �a Q o a�i r� a c r� n. tin c � � o O u qj Q v � a . a � a O Z O- C a O � U � Q � a 7 U a O U a U 45 a n LC1 C m O C a CL Ln d a ro Z L O u a a a v Q O U a Q. APPENDIX C SITE CONSTRUCTION PLANS SITE CONSTRUCTION PLANS: This SWPPP has been prepared in conjunction with the site Zoning/Development Plans titled SUNNY VIEW, as prepared by Tectonic Engineering Consultants, Geologists & Land Surveyors, D.P.C., dated 02/16/2024, Specifically referenced are the sub -set of sheets ESC-1 thru ESC-7. A copy of the plans are to be kept on -site with this document pursuant to Section 1.5. and considered as an essential supporting document under separate cover. APPENDIX D NRCS SOILS MAPPING 42° 2454" N I 42° 24' 35' N Hydrologic Soil Group —Tompkins County, New York ry n 3B04W 3865M 3B0600 39MM W40 3 S h Map Sizzle: 1:2,W iF printed on A portrait {85' x 11") sheet. Meter N 0 40 80 160 240 Aa 1ao zao aao rr Mapprojedion: Web Mercator Correr000rdinates:WGS84 Edge ti6: UTM Zone 18N WGS84 USDA Natural Resources Web Soil Survey +� Conservation Service National Cooperative Soil Survey 42° 24'54"N I 42' 24' 35" N MIC 38C 3 2/1312024 Page 1 of 4 z 0 a O LL z CL z w 0 w J a a O U O O -0 C U N y U E RL E m y E @ N c o�= CD 75 a L Of E E' t N N � C OL N p N E c1 � O d .LN-• u) m E cp c CD a) N c 'O l0 "c m a ai R W E c U N co L co N N N O y p L E Al y E w y No G E n }}� := a N - V (D 6Lcoo C.,)7 L, y m N � U) y y N yO y C? L C N O O } Q .L�.• w .: C N 07 C7 c N p l6 E d W vUi O O f6 o 0 0 U Z O N L L y d {} 0 ac `m Y d C N a 00 m ` L° �� I In o L) a CYf o a lC ro LE5 E L O N N d C v U O C) � N O E 7i (fl N O In 41 0 9 -0 C c m Ci CID 0 E -a � cG G5 CD N 77 U7 0S 0- —_ b -a j N A.• •N y � CDR O o N Q7 C .--a O COD RC O l0— � O> _0 1N 3 ��� O a ro Z 1 EQ OO � Wv N y yD •N p� r } U UI m G7 O y, 7 L aT1 N R ?, 5 N {0 L6 7 1 NCL d ¢� K- r- TO ��� Co p; 3��� �a m 'E `o m a m E E e o'o c E r: c� o w m o m¢ m Ro c �❑`0 a a��°o� yy CD N� Eo mc�v EL 0Em iE d E vJ U a Q m H o co (' . co c�v Fes- 0 .E y mm c N � L a Cc v m E d m O O o 0 c r a m d' `O m m U C) ❑ z m to C y q ©o■o R L d CL b� c Y� � � m m m m a ro ca Q N y O c O c d N C O O = O `o m m m a a c m w aco� a° ❑ ❑ o o c n n o o a° c a d¢ m rn¢ c a m m c) is ❑ z O, ¢ 3 L m m ca U ❑ z a, ¢ a m m c Q cf) ,Kr It 04 — O O N N C2 Qy r � CV d a m Z US m z �6'I Hydrologic Soil Group —Tompkins County, New York Hydrologic Soil Group Map unit symbol Map unit name Rating Acres in AOl Percent of AOl Ab Alluvial land A1D 0.2 1.6% EbC Erie channery silt loam, D 0.2 1.7% 8 to 15 percent slopes Ern Eel silt loam B/D 0.6 4.5% HsC3 2.6 Hudson silty clay loam, CID 20.1 % 6 to 12 percent slopes, eroded HzE CID 8.9 Hudson and Dunkirk 70.1% soils, 20 to 45 percent slopes Langford channery silt 0.0 0.1 % LaB D loam, 2 to 8 percent slopes Ws Wayland soils complex, B/D 0.2 �- -__.- 1.9% 0 to 3 percent slopes, frequently flooded Totals for Area of Interest 12.7 100.0% USDA Natural Resources Web Soil Survey 2/1312024 Conservation Service National Cooperative Soil Survey Page 3 of 4 Hydrologic Soil Group —Tompkins County, New York Description Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long -duration storms. The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (AID, BID, and CID). The groups are defined as follows: Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink -swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (AID, BID, or CID), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes. Rating Options Aggregation Method: Dominant Condition Component Percent Cutoff., None Specified Tie -break Rule: Higher USDA Natural Resources web Soil Survey 2/13/2024 Conservation Service National Cooperative Soil Survey Page 4 of 4 APPENDIX E STORMWATER RUNOFF CALCULATIONS FOR BASIC SWPPP E.1. Rainfall, Area Tabulations and Curve Number Calculations E.2. Pre -Developed Conditions Runoff Hydrographs E.3. Post -Developed Conditions Runoff Hydrographs E.4. Tabulated Results and Summary E.I. Rainfall, Area Tabulations and Curve Number Calculations E1.a. Rainfall Tables E2.b. Area Tabulations and Curve Number Calculations E1.a. Rainfall Tables NOAA Atlas 14, Volume 10, Version 3 Location name: Ithaca, New York, USA' Latitude: 42.4127', Longitude: 76.4504'. Elevation: 824 ft** ` source: ESRI Maps *� r " source: USGS POINT PRECIPITATION FREQUENCY ESTIMATES Sanja Perica, Sandra Pavlovic, Michael St. Laurent, Carl Trypaluk, Dale Unruh, Arlan Wilhite NOAA, National Weather Service, Silver Spring, Maryland PF tabular I PF graphics i Maps & aerials PF tabular FPDS-based point precipitation frequency estimates with 90% confidence intervals (in inches)i Average recurrence interval (years) Duration 1 2 5 14 25 50 �� i00 200 500 1006 0.296 0.362 0.470 0.560 7F 0.683 0.775 7F 0.873 0.986 1.15 1.29 5-min (0.240-0.362) (0.293-0.443) (0,379-0.577) (0.448-0.692) 0.526-0.889) (0.583.1.03) 0.635-1.22) (0.671-1,41) (0,749-1,71) (0.8171.96) 0.420 0.513 D,666 D,793 0.968 1.10 1.24 1.40 7.63 1.83 10-min (0.340-0.512) (0.415-0.627) (0.537-0,818) (0.635-0.980) (0.745-1.26) (0.826.1.46) (0.900-1.72) (0.951-1.99) (1,06-2,42) (1,16-2,77) 0.494 0.604 0.784 D.933 1.14 1.29 1.46 1.64 1.92 2.15 15-ruin 0.400-0.603) (0.488-0.738) (0.631-0.962) (0.747-1.15) 1(0.877-1.48) 0.973.1.72 (1.06-2.03) 1 (1,12-2.34) (1,25-2,85) 1 (1.36-3.26) 0.671 0.820 1.06 1.27 1.54 1.75 1.97 2.23 2.60 2.92 30-min 0.543-0.819) (0.663-1.00) (0.857-1.31) 1 (1,01-1.56) 1.19-2,01 (1.32-2.34) 1 (1.44-2.75) (1.52-3,18) (1,69-3,86) (1.854.42) 0.848 1.04 1.34 1.60 1,95 2,21 7F 2.49 -28-1­11 3.29 11 3.68 60-min (0.687-1.04) 1 (0.838-1.27) (1.08-1.65) 1.28-1.98) 1 (1.50-2.54) 11(1.66-2.95) 1 (1.81-3.47) (1.92-4.01) (2.144.87) 1 (2,33-5.58) 1.06 1.2T 1.61 1.89 2,28 2.56 2.87 3.24 3.80 4.27 2-hr (0,863-1,28) (1.03-1,54) (1.30-1,96) (1.52-2,32) (1,77-2.94) (1.94-3.41) 1 (2.11-3.99) (2.22-4.59) 1 (2.48-5.60) 1(2.71-6.43) 1.19 1.42 1.79 2.09 2.51 11 2.82 3.16 3.57 4.19 4.72 3-hr (0.976-1.44) 1 (1,16-1.72) 1 (1,45-2.17) 1 (1,69-2.56) (1.963.24) 11 (2.15-3.74) 1 (2.334.38) (2.44-5.04) 1 (2.74-6.15) (3.007.09) 1.44 1.72 1 2.18 2.56 3.08 3,46 3.88 4.4D 5.19 5.88 6-hr 1.19-1.73) 1.42-2.07 (1.78-2.63) (2.08-3.10) 1 (2.41-3.95) (2.654.56 (2.88-5.36) (3.02-6.17) 3.41-7.58) (3.75-878) 1,72 2.08 2,69 3.19 3,89 4.40 4.95 5.64 6.70 7.61 12-hr (1,42-2.04) (1.72-2.49) (2,22-3.22) (2.61-3.85) 1 (3.064,96) (3.38-5.76) 1 (3.69-6.81) (3.89-7.86) (4.40-9.71) (4.87-11,3) 24«hr 1.57-02.38 2. 5 2792 (2.67 3284) 1 (3.174561) 3. 3-5 97} 4. 3 6496 (4.52 8.25) ](4.767 9954) 1 (5.41-i111.8 5. 8313.7 2.32 2.84 3,69 4,4D 5,37 s,08 6,86 7.82 9.30 10.fi 2-day (1.95-2.73) (2.38-3.35) (3.08-4.36) 1 (3.64-5.23) 1 (4,28-6.76) (4.73-7.87) 1 (5.16-9.32) (5.44-10.8) (6.16-13.3) (6.81-15.5) 11 3-day (2.14 2598) 2,61•1 ,64) (3. 5 4071 3. 5-5.63) 4.62 7825) (5.161 8443) (5.56 9?97 5. 5401.5 6.62--14.2 7.31- 6.5 2.74 3-.327F 4.26 5A3 6.11 6.90 7,76 1 8.82 10.5 11.9 4-day 2.32-3.20) (2.80-3.88) (3.57-5.00) (4.20-5.95) (4,89-7.64) (5.39-8,86) 1 (5.86-10.5) (6.16-12.1) 6.95-14.9) 7,87-17.3) 12.8 7-day 2.79 3 81 J 3. 04 53 (4. 35971 4.79 6?72) 5. 2 8.50) 6.04 9081) 6.51-611.5) (6.80 13.2) 1 (7.6016.1) 1(8.30- 8.5 3.82 4.45 5.48 6.34 7.52 8.39 9.33 10.4 12,1 13.4 10-day 3.25-4.42) 3.79-5.16 (4.64-6.38) 1 (5.33-7.42) 1 (6.06-9.26) (6.59-10.6) 1 Q.05-12.3 7.33-14.1) (8.07-17,0) (8,72-19.4) 5.51 6.19 7.30 8.23 9,50 10,5 11.5 12.5 14.0 15.1 20-day 4.72-6.33) 5.30-7.12) (6.22-8.44) 1 (6.96-9.57) 7.69-11.6 8.23-13.0) 8.62-14.8) (8.86-16.8 9.40-19.5)9.85-Z1.7 6.92 7,66 8.86 9.85 11.2 12.3 13.3 14.4 15.7 16.8 30-day (5.96-7.93) (6.58-8.78) (7.58-10.2) 1 (8.36-11.4) 1 (9.10-13,5) (9.66-15.2) 1 (10.0-17,1) (10,2-19,2) 1 (10,6-21,9) (10.9-23.9) 6,68 9,49 10.8 71.9 13.4 14.6 15,8 16,8 18.2 45-day (7.50-9.90) (8.19-10.8) (9.29-12.4) 1 (10.2-13.7) 1 (10.9-16.1) ( 11,5-17,9) 1 (11.8-20,0) (12.0-22.4) 1 (12.3-25.1) (12.5-27.1 10,7 71.0 12,5 13.7 15.3 16.6 17,9 19.0 20.4 1 27,3 60-day (8.79-11.5) (9.54-12.6) (10.7-14.3) 11.7-15.7) (12.5-18.3) (13.1-20.3) (13.4-22.6) (13.6-25.2) (13.8-28.1j (13.9-30.2) t Precipitation frequency (PF) estimates in this table are based on frequency analysis of partial duration series (PDS). Numbers in parenthesis are PF estimates at lower and upper bounds of the 90% confidence interval. The probability that precipitation frequency estimates (for a given duration and average recurrence interval) will be greater than the upper bound (or less than the lower bound) is 5%. Estimates at upper bounds are not checked against probable maximum precipitation (PMP) estimates and may be higher than currently valid PMP values. Please refer to NOAAAtlas 14 document for more information. Back to Top PF graphical This document was created by an application that isn't licensed to use novaPDF. Purchase a license to generate PDF files without this notice. I PC a 5 PDS-based depth -duration -frequency (DDF) curves Latitude: 42.4127'. Longitude:-76,4504' C C C C C " " >, >, >, >, a, >, >, >, >1 __ E E _ E _ _ L t .0 L t N A 6 1 V -y U -y -y 'D 'O -O U-y A O O a N O LA Duration N rl -t l�0 1 2 5 10 25 50 100 200 500 1000 Average recurrence interval (years) NOAA Atlas 14, Volume 10, Version 3 Created (GMT}. Thu Feb 15 12:49.17 2024 Sack to Top Maps & aerials Small scale terrain Average recurrence interval (years) — 1 2 �- 5 10 — 25 50 100 200 500 -- 1000 Duration — 5-min — 2-day — 10-nrn — 3-day 15-mm — 4-day — 30-min — 7--day — 60-min — 10-day — 2-hr — 20-day — 3-hr — 30-day — 6fir — 45-day — 12-hr --- Wday — 24-hr This document was created by an application that isn't licensed to use noyaPDF. Purchase a license to generate PDF files without this notice. Mf/ka,ca 4ii U"I'c `i i f= SER 3km 21ri Brooktondale Large scale terrain 6JXV VI,rJ„r, NEW Y O R _ . liatines Rochester • Utica iffalU Syracuse ,� ~ e 5 Sinyhamtun J C 100kin � Scranton 6 mi Large scale map ]Falls Rochester n Utica �Yfa s W6— 101 100km 6 mi Large scale aerial anton This document was created by an application that isn't licensed to use novaPDF. Purchase a license to generate PDF files without this notice. Back to Top VS Department of Commerce National Oceanic and Atmospheric Administration NatiOnai Weather Service National Water Center 1325 East West Highway Silver Spring, MD 20910 Questions?: HDSC,Questions@naaa.gov gov Disclaimer This document was created by an application that isn't licensed to use novaPDF. Purchase a license to generate PDF fifes without this notice. E1.b. Area Tabulations and Curve Number Calculations Stormwater Runoff Volume Calculations SITE NAME: SUNNY VIEW Sub -basin A Total Basin Area: 20,193.02 SF 0.4635 Ac Pre -Developed Conditions: Total Basin Area 20,193.02 SF 100.00% Building Coverage 0.00 SF 0,00% CN= 98 Concrete/Asphalt Area 0.00 SF 0.00% CN= 98 Gravel Road (HSG C) 8,464.23 SF 41.92% CN= 89 Gravel Road (HSG D) 0.00 SF 0.00% CN= 91 Range/Meadow (HSG C-Fair) 11,728.79 SF 58.08% CN= 79 Range/Meadow (HSG D-Fair) 0.00 SF 0.00% CN= 84 Forested Area Area (HSG C) 0.00 SF 0.00% CN= 73 Forested Area Area (HSG D) 0.00 SF 0.00% CN= 79 Weighted Curve Number: CN'PRE 20,193.02 83.1917 Post -Developed Conditions: Total Basin Area 20,193.02 SF 100.00% Building Coverage 0.00 SF 0.00% CN= 98 Concrete Coverage 127.15 5F 0.63% CN= 98 Asphalt Coverage 1,102.14 SF 5.46% CN= 98 Gravel Access Drive (HSG C) 6,753.38 SF 33.44% CN= 89 Gravel Access Drive (HSG D) 0.00 SF 0.00% CN= 91 Gravel Compound (HSG C) 2,388.30 SF 11.83% CN= 86 Gravel Compound (HSG D) 0.00 SF 0.00% CN= 89 Grassed Open Area (HSG C) 9,822.05 SF * 48.64% CN= 79 Grassed Open Area (HSG D) 0.00 SF * 0.00% CN= 84 Other 0.00 SF 0.00% CN= 73 Weighted Curve Number: CN'POST 20,193.02 84.3290 Primary Soil Type HSG "C" 100.00% Infiltration Rate "K" 2.58 µ/sec 0.3656 In/Hr (Established From NRCS Soils Mapping) Pre -Developed Time of Concentration: Tca"c = 5.00 Min. Post -Developed Time of Concentration: T,.,, = 5.00 Min. Existing Conditions Impervious Coverage 8,464.23 SF 41.92% Proposed Conditions Impervious Coverage 10,370.97 SF 51.36% E.2. Pre -Developed Conditions Runoff Hydrographs Hydrograph Return Period Recap Hydraflow Hydrographs by Intellsolve v9.1 Hyd. No. Hydrograph type (origin) Inflow Hyd(s) Peak Outflow (cfs) Hydrograph description 1-Yr 2-Yr 3-Yr 5-Yr 10-Yr 25-Yr 50-Yr 100-Yr 1 2 SCS Runoff Combine --- 1 0.607 0.607 0.903 0.903 -- ------ 1.407 1.407 1.847 1.847 2.461 2.461 2.919 2.919 3.428 3.428 Predeveloped Basin Off -site Recieving Waters Proj. file: Sunny View_Pre-developed_02.15.24.gpw Thursday, Feb 15, 2024 Hydrograph Summary Report Hydraflow Hydrographs by Intelisolve v9.1 Hyd. No. Hydrograph type (origin) Peak flow (cfs) Time interval (min) Time to peak (min) Hyd. volume (cult) Inflow hyd(s) Maximum elevation (ft) Total strge used (cuft) Hydrograph description 1 SCS Runoff 0.607 1 718 1,223 ---- -- ------ Predeveloped Basin 2 Combine 0.607 1 718 1,223 1 --- ------ Off -site Recieving Waters Sunny View_Pre-developed_02.15.24.gpw Return Period: 1 Year Thursday, Feb 15, 2024 Hydrograph Report Hydraflcw Hydrographs by Intelisolve v9.1 Thursday, Feb 15, 2024 Hyd. No. I Predeveloped Basin Hydrograph type = SCS Runoff Peak discharge = 0.607 cfs Storm frequency = 1 yrs Time to peak = 718 min Time interval = 1 min Hyd. volume = 1,223 cuft Drainage area = 0.464 ac Curve number = 83.2 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = USER Time of conc. (Tc) = 5.00 min Total precip. = 2.00 in Distribution = Type II Storm duration = 24 hrs Shape factor = 484 Predeveloped Basin Q (cfs) Hyd. No. 1 -- 1 Year Q (cfs) 1.00 0.90 0.80 0.70 0.60 MO 0.40 0.30 0.20 0.10 000 1.00 0.90 0.80 0.70 0.60 0.50 0.40 0.30 0.20 0.10 0 00 0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560 Hyd No. 1 Time (min) Hydrograph Report Hydraflow Hydrogrephs by Intelisoive v9.1 Thursday, Feb 15, 2024 Hyd. No. 2 Off -site Recieving Waters Hydrograph type = Combine Peak discharge = 0.607 cfs Storm frequency = 1 yrs Time to peak = 718 min Time interval = 1 min Hyd. volume = 1,223 cuft Inflow hycls. = 1 Contrib. drain. area = 0.464 ac Off -site Recieving Waters Q (cfs) Hyd. No. 2 -- 1 Year Q (cfs) 1.00 1.00 0.90 0.90 0.80 0.80 0.70 0.70 0.60 0.60 0.50 0.50 0.40 0.40 0.30 0.30 0.20 0,20 0.10 0.10 0.00 0.00 0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560 Time (min) Hyd No. 2 Hyd No. 1 Hydrograph Summary Report Hydraflow Hydrographs by Intelisolve v9.1 Hyd. No. Hydrograph type (origin) Peak flow (cfs) Time interval (min) Time to peak (min) Hyd. volume (cult) Inflow hyd(s) Maximum elevation (ft) Total strge used (cuft) Hydrograph description 1 SCS Runoff 0.903 1 718 1,813 ---- ------ ------ Predeveloped Basin 2 Combine 0.903 1 718 1,813 1 ------ ------ Off -site Recieving Waters Sunny View_Pre-developed_02.15.24.gpw Return Period: 2 Year Thursday, Feb 15, 2024 Hydrograph Report Hydraflow Hydrographs by Intelisolve v9.1 Thursday, Feb 15, 2024 Hyd. No. 1 Predeveloped Basin Hydrograph type = SCS Runoff Peak discharge = 0.903 cfs Storm frequency = 2 yrs Time to peak = 718 min Time interval = 1 min Hyd. volume = 1,813 tuft Drainage area = 0.464 ac Curve number = 83.2 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = USER Time of conc. (Tc) = 5.00 min Total precip. = 2.47 in Distribution = Type II Storm duration = 24 hrs Shape factor = 484 Predeveloped Basin Q (cfs) Hyd. No. 1 -- 2 Year 0 (cfs) 1.00 0.90 0.80 0.70 0.60 0.50 0.40 0.30 0.20 0.10 000 1.00 0.90 0.80 0.70 0.60 0.50 0.40 0.30 0.20 0.10 n o0 0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560 Hyd No. 1 Time (min) Hydrograph Report HydraFlow Hydrographs by Intelisolve v9.1 Thursday, Feb 15, 2024 Hyd. No. 2 Off -site Recieving Waters Hydrograph type = Combine Peak discharge = 0.903 cfs Storm frequency = 2 yrs Time to peak = 718 min Time interval = 1 rein Hyd. volume = 1,813 cuft Inflow hyds. = 1 Contrib, drain. area = 0.464 ac Off -site Recieving Waters Q (cfs) Hyd. No. 2 -- 2 Year Q (cfs) 1.00 0.90 0.80 0,70 0.60 0.50 0.40 0.30 0.20 0.10 000 1.Oo 0.90 0.80 0.70 0.60 0.50 0.40 0.30 0.20 0.10 0 00 0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560 Time (min) Hyd No. 2 Hyd No. 1 Hydrograph Summary Report Hydraflow Hydrographs by Intelisolve v9.1 Hyd. No. Hydrograph type (origin) Peak flow (cfs) Time interval (min) Time to peak (min) Hyd. volume (cult) Inflow hyd(s) Maximum elevation (ft) Total strge used (cuft) Hydrograph description 1 SCS Runoff 1.847 1 718 3,771 ---- ------ ------ Predeveloped Basin 2 Combine 1.847 1 718 3,771 1 — ------ Off -site Recieving Waters Sunny View_Pre-deve[oped_02.15.24.gpw Return Period: 10 Year Thursday, Feb 15, 2024 Hydrograph Report Hydraffow Hydrographs by Intel€solve v9.1 Hyd. No. 1 Predeveloped Basin Hydrograph type = SCS Runoff Storm frequency = 10 yrs Time interval = 1 min Drainage area = 0.464 ac Basin Slope = 0.0 % Tc method = USER Total precip. = 3.85 in Storm duration = 24 hrs Q (cfs) 2.00 1.00 0.00 -�- 0 Thursday, Feb 15, 2024 Peak discharge = 1.847 cfs Time to peak = 718 min Hyd. volume = 3,771 cuft Curve number = 83.2 Hydraulic length = 0 ft Time of cone. (Tc) = 5.00 min Distribution = Type II Shape factor = 484 Predeveioped Basin Hyd. No. 1 -- 10 Year 120 240 360 480 600 720 840 960 1080 1200 1320 Hyd No. 1 Q (cfs) 2.00 --1 0.00 1440 Time (min) Hydrograph Report HydraFlow Hydrographs by intelisolve v9.1 Hyd. No. 2 Off -site Recieving Waters Hydrograph type = Combine Storm frequency = 10 yrs Time interval = 1 min Inflow hyds. = 1 Q (cfs) 2.00 1.00 0.00 " 0 Thursday, Feb 15, 2024 Peak discharge = 1.847 cfs Time to peak = 718 min Hyd. volume = 3,771 tuft Contrib, drain. area = 0.464 ac Off -site Recieving Waters Hyd. No. 2 -- 10 Year 120 240 360 480 600 720 840 960 1080 1200 1320 Hyd No. 2 Hyd No. 1 Q (Cfs) 2.00 1.00 ­1 0.00 1440 Time (min) Hydrograph Summary Report Hydfaflow Hydrographs by Intelisolve v9.1 Hyd. No. Hydrograph type (origin) Peak flow (cfs) Time interval (min) Time to peak (min) Hyd. volume (cult) Inflow hyd(s) Maximum elevation (ft) Total strge used (cuft) Hydrograph description 1 SGS Runoff 2.461 1 717 5,088 ---- --- ------ Predeveloped Basin 2 Combine 2.461 1 717 5,088 1 --- ------ Off -site Recieving Waters Sunny View_Pre-developed_02.15.24.gpw Return Period: 25 Year Thursday, Feb 15, 2024 Hydrograph Report Hydraflow Hydrographs by Intelisolve v9.1 Hyd. No. 1 Predeveloped Basin Hydrograph type = SCS Runoff Storm frequency = 25 yrs Time interval = 1 min Drainage area = 0.464 ac Basin Slope = 0.0 % Tc method = USER Total precip. = 4.71 in Storm duration = 24 hrs Q (cfs) 3.00 2.00 1.00 0.00 -L 0 Thursday, Feb 15, 2024 Peak discharge = 2.461 cfs Time to peak = 717 min Hyd. volume = 5,088 cuft Curve number = 83.2 Hydraulic length = 0 ft Time of conc. (Tc) = 5.00 min Distribution = Type II Shape factor = 484 Predeveloped Basin Hyd, No. 1 -- 25 Year 120 240 360 480 600 720 840 960 1080 1200 Hyd No. 1 Q (cfs) 3.00 2.00 1.00 -- 0.00 1320 Time (min) Hydrograph Report Hydraflow Hydrographs by Intelisolve 0.1 Hyd. No. 2 Off -site Recieving Waters Hydrograph type = Combine Storm frequency = 25 yrs Time interval = 1 min Inflow hyds. = 1 Q (cfs) 3.00 2.00 Will 0.00 _�- 0 Thursday, Feb 15, 2024 Peak discharge = 2.461 cfs Time to peak = 717 min Hyd. volume = 5,088 cuft Contrib. drain. area = 0.464 ac Off -site Recieving Waters Hyd. No. 2 -- 25 Year 120 240 360 480 600 720 840 960 1080 1200 Hyd No. 2 Hyd No. 1 Q (cfs) 3.00 2.00 1.00 _- 0.00 1320 Time (min) Hydrograph Summary Report Hydraflow Hydrographs by Intelisolve v9.1 Hyd. No. Hydrograph type (origin) Peak flow (cfs) Time interval (min) Time to peak (min) Hyd. volume (cult) Inflow hyd(s) Maximum elevation (ft) Total strge used (cult) Hydrograph description 1 SCS Runoff 2.919 1 717 6,080 ---- ------ ------ Predeveloped Basin 2 Combine 2.919 1 717 6,080 1 ------ ------ Off -site Recieving Waters Sunny View_Pre-developed_02.15.24.gpw Return Period: 50 Year Thursday, Feb 15, 2024 Hydrograph Report Hydraflcw Hydrographs by Intelfsolve v9.1 Hyd. No. 1 Predeveloped Basin Hydrograph type = SCS Runoff Storm frequency = 50 yrs Time interval = 1 min Drainage area = 0.464 ac Basin Slope = 0.0 % Tc method = USER Total precip. = 5.34 in Storm duration = 24 hrs Q (cfs) 3.00 r wd 1.00 Thursday, Feb 15, 2024 Peak discharge = 2.919 cfs Time to peak = 717 min Hyd. volume = 6,080 cuft Curve number = 83.2 Hydraulic length = 0 ft Time of cone. (Tc) = 5.00 min Distribution = Type II Shape factor = 484 Predeveloped Basin Hyd. No. 1 -- 50 Year 120 240 360 480 600 720 840 960 1080 1200 Hyd No, 1 Q (cfs) 3.00 2.00 1.00 — 0.00 1320 Time (min) Hydrograph Report Hydraflow Hydrographs by Intelisolve v9.1 Hyd. No. 2 Off -site Recieving Waters Hydrograph type = Combine Storm frequency = 50 yrs Time interval = 1 min Inflow hyds. = 1 Q (cfs) 3.00 Ulm 1.00 0.00 -i 0 Thursday, Feb 15, 2024 Peak discharge = 2.919 cfs Time to peak = 717 min Hyd. volume = 6,080 cult Contrib, drain. area = 0.464 ac Off -site Recieving Waters Hyd. No. 2 -- 50 Year 120 240 360 480 600 720 840 960 1080 1200 Hyd No. 2 Hyd No. 1 Q (cfs) 3.00 2.00 1.00 ­1 0.00 1320 Time (min) Hydrograph Summary Report Hydraflow Hydrographs by Intelisolve v9.1 Hyd. No. Hydrograph type (origin) Peak flow (cfs) Time interval (min) Time to peak (min) Hyd. volume (cuft) Inflow hyd(s) Maximum elevation (ft) Total strge used (cuft) Hydrograph description t SCS Runoff 3.428 1 717 7,201 ---- ------ ------ Predeveloped Basin 2 Combine 3.428 1 717 7,201 1 ------ ------ Off -site Recieving Waters Sunny View_Pre-developed_02.15.24.gpw Return Period: 100 Year Thursday, Feb 15, 2024 Hydrograph Report Hydreflow Hydrographs by Inlellsolve v9.1 Hyd. No. 1 Predeveloped Basin Hydrograph type = SCS Runoff Storm frequency = 100 yrs Time interval = 1 min Drainage area = 0.464 ac Basin Slope = 0.0 % Tc method = USER Total precip. = 6.04 in Storm duration = 24 hrs Q (cfs) 4.00 3.00 0.00 1 0 120 Hyd No. 1 Thursday, Feb 15, 2024 Peak discharge = 3.428 cfs Time to peak = 717 min Hyd. volume = 7,201 cuft Curve number = 83.2 Hydraulic length = 0 ft Time of cone. (Tc) = 5.00 min Distribution = Type II Shape factor = 484 Predeveloped Basin Hyd. No. 1 -- 100 Year 240 360 480 600 720 840 960 1080 1200 Q (cfs) 4.00 3.00 2.00 1.00 0.00 1320 Time (min) Hydrograph Report Hydraflow Hydrographs by Intelisolve v9.1 Hyd. No. 2 Off -site Recieving Waters Hydrograph type = Combine Storm frequency = 100 yrs Time interval = 1 min Inflow hyds. = 1 Q (cfs) 4.00 i 4 2.00 1.00 0.00 __�- 0 120 Hyd No. 2 240 360 Off -site Recieving Waters Hyd. No. 2 -- 100 Year 480 Hyd No. 1 Thursday, Feb 15, 2024 Peak discharge = 3.428 cfs Time to peak = 717 min Hyd. volume = 7,201 tuft Contrib. drain. area = 0.464 ac 600 720 840 960 1080 1200 Q (cfs) 4.00 3.00 2.00 " 0.00 1320 Time (min) Hydraflow Rainfall Report Hydraflow Hydrographs by Intelisolve v9.1 Return Period Intensity -Duration -Frequency Equation Coefficients (FHA) (Yrs) B D E (MIA) 1 0.0000 0.0000 0.0000 -------- 2 20.8188 3.7000 0.7419 -------- 3 0.0000 0.0000 0.0000 -------- 5 26.3692 3.6000 0.7338 -------- 10 30.3649 3.6000 0.7312 ------- 25 36,0222 3.6000 0.7290 ------ •- 50 40.4272 3.6000 0.7278 -------- 100 44.8086 3.6000 0.7269 - ----- File name: Warren sburg_Freq uency Data.lDF Intensity = B f (Tc + D)^E Thursday, Feb 15, 2024 Return Period Intensity Values (inlhr) (Yrs) 5 min 10 15 20 25 30 35 40 45 50 55 60 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 4.18 2.99 2.37 1.99 1.73 1.63 1.38 1.26 1.17 1.08 1.01 0.95 3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5 5A4 3.88 3,09 2.59 2.25 2.00 1.81 1.65 1.53 1.42 1.33 1.25 10 6.29 4.50 3.58 3.01 2.61 2.32 2.10 1.92 1.77 1.65 1.55 1.46 25 7.50 5.37 4.28 3.59 3.12 2.78 2.51 2.30 2.12 1.98 1.85 1.74 50 8.44 6.05 4.82 4.05 3.52 3.13 2.83 2.59 2.39 2.23 2.09 1.97 100 9.38 6.72 5.35 4.50 3.92 3.48 3.15 2.88 2.66 2.48 2.32 2.19 Tc = time in minutes. Values may exceed 60. PreciD. rile name: SUNNY VIEW.oco Storm Rainfall Precipitation Table (in) Distribution 1-yr 2-yr 3-yr 5-yr 10-yr 25-yr 50-yr 100-yr SCS 24-hour 2.00 2.47 0.00 3.22 3.85 4.71 5.34 6.04 SCS 6-Hr 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Huff -1st 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Huff-2nd 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 Muff-3rd 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Huff-4th 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Huff-Indy 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Custom 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 E.3. Post -Developed Conditions Runoff Hydrographs Hydrograph Return Period Recap HydraflowHydrographsbylntelisolvev9.1 Hyd. No. Hydrograph type (origin) Inflow Hyd(s) Peak Outflow (cfs) Hydrograph description 1-Yr 2-Yr 3-Yr 5-Yr 10-Yr 25-Yr 50-Yr 100-Yr 1 2 SCS Runoff Combine --- 1 0.655 0.655 0.959 0.959 ------- 1.471 1.471 1.915 1.915 2.535 2.535 2.994 2.994 3.504 3.504 Post -developed Basin Off -site Recieving Waters Proj. file: Sunny View_Post-developed_02.15.24.gpw Thursday, Feb 15, 2024 Hydrograph Summary Report Hydraflow Hydrographs by Intelisolve v9.1 Hyd. No. Hydrograph type (origin) Peak flow (cfs) Time interval (min) Time to peak (min) Hyd. volume (cuft) Inflow hyd(s) Maximum elevation (ft) Total strge used (tuft) Hydrograph description 1 SCS Runoff 0.655 1 718 1,317 ---- ------ ------ Post -developed Basin 2 Combine 0.655 1 718 1,317 1 --- ------ Off -site Recieving Waters Sunny View_Post-developed_02.15.24.gpw Return Period: 1 Year Thursday, Feb 15, 2024 Hydrograph Report Hydraflow Hydrographs by Intelisolve v9.1 Thursday, Feb 15, 2024 Hyd. No. 1 Post -developed Basin Hydrograph type = SCS Runoff Peak discharge = 0.655 cfs Storm frequency = 1 yrs Time to peak = 11.97 hrs Time interval = 1 min Hyd. volume = 1,317 tuft Drainage area = 0.464 ac Curve number = 84.3 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = USER Time of cone. (Tc) = 5.00 min Total precip. = 2.00 in Distribution = Type II Storm duration = 24 hrs Shape factor = 484 Q (cfs) 1 Post -developed Basin Hyd. No. 1 -- 1 Year Q (cfs) 00 0.90 I.uu 0.80 0.90 0.70 0.80 0.60 0.70 0.50 0.60 0.40 0.50 0.30 0.40 0.20 0.30 0.10 0.20 0.00 6, 0.10 1 n no 0 2 4 Hyd No. 1 6 8 10 12 14 16 18 20 22 24 26 Time (hrs) Hydrograph Report Hydraflow Hydrographs by Intelisolve v9.1 Thursday, Feb 15, 2024 Hyd. No. 2 Off -site Recieving Waters Hydrograph type = Combine Peak discharge = 0.655 cfs Storm frequency = 1 yrs. Time to peak = 11.97 hrs Time interval = 1 min Hyd. volume = 1,317 tuft Inflow hyds. = 1 Contrib. drain. area = 0.464 ac Off -site Recieving Waters Q (cfs) Hyd. No. 2 -- 1 Year Q (cfs) 1.00 0.90 0.80 0.70 0.60 0.50 0.40 0.30 0.20 0.10 0.00 0 2 4 Hyd No. 2 6 8 10 12 14 Hyd No. 1 1,00 0.90 0.80 0.70 0.60 0.50 0.40 0.30 0.20 0.10 - 0.00 16 18 20 22 24 26 Time (hrs) Hydrograph Summary Report Hydraflow Hydrographs by Intelisolve v9.1 Hyd. No. Hydrograph type (origin) Peak flow (cfs) Time interval (min) Time to peak (min) Hyd. volume (tuft) Inflow hyd(s) Maximum elevation (ft) Total strge used (tuft) Hydrograph description 1 SCS Runoff 0.959 1 718 1,928 ---- ------ ------ Post -developed Basin 2 Combine 0.959 1 718 1,928 1 ------ ------ Off -site Recieving Waters Sunny View_Post-developed_02.15.24.gpw Return Period. 2 Year Thursday, Feb 15, 2024 Hydrograph Report Hydraflow Hydrographs by InteRsolve v9.1 Hyd. No. 1 Post -developed Basin Hydrograph type = SCS Runoff Storm frequency = 2 yrs Time interval = 1 min Drainage area = 0.464 ac Basin Slope = 0.0 % Tc method = USER Total precip. = 2.47 in Storm duration = 24 hrs Thursday, Feb 15, 2024 Peak discharge = 0.959 cfs Time to peak = 11.97 hrs Hyd. volume = 1,928 cuft Curve number = 84.3 Hydraulic length = 0 ft Time of cone. (Tc) = 5.00 min Distribution = Type II Shape factor = 484 Post -developed Basin Q (cfs) Hyd. No. 1 -- 2 Year Q (cfs) 1.00 0.90 0.80 0.70 0.60 0.50 0.40 0.30 0.20 0.10 0.00 0 2 4 Hyd No. 1 1.00 0.90 0.80 0.70 0.60 0.50 0.40 0.30 0.20 0.10 0.00 6 8 10 12 14 16 18 20 22 24 26 Time (hrs) Hydrograph Report Hydraflow Hydrographs by Intelisolve v9.1 Thursday, Feb 15. 2024 Hyd. No. 2 Off -site Recieving Waters Hydrograph type = Combine Peak discharge = 0.959 cfs Storm frequency = 2 yrs Time to peak = 11.97 hrs Time interval = 1 min Hyd. volume = 1,928 cuft Inflow hyds. = 1 Contrib. drain. area = 0.464 ac Off -site Recieving Waters Q (cfs) Hyd. No. 2 -- 2 Year 0 (cfs) 1.00 0.90 0.80 0.70 0.60 0.50 0.40 0.30 0.20 0.10 0.00 0 2 4 Hyd No. 2 6 8 10 Hyd No. 1 1.00 0.90 0.80 0.70 0.60 0.50 0.40 0.30 0.20 0.10 0.00 12 14 16 18 20 22 24 26 Time (hrs) Hydrograph Summary Report Hydraflow Hydrographs by Intelisolve v9.1 Hyd. No. Hydrograph type (origin) Peak flow (cfs) Time interval (min) Time to peak (min) Hyd. volume (cult) Inflow hyd(s) Maximum elevation (ft) 'total strge used (cuft) Hydrograph description 1 SCS Runoff 1.915 1 718 3,930 ---- ------ ------ Post -developed Basin 2 Combine 1.915 1 718 3,930 1 ------ ------ Off -site Recieving Waters Sunny View_Post-developed_02,15.24.gpw Return Period: 10 Year Thursday, Feb 15, 2024 Hydrograph Report Hydraflow Hydrographs by Intelisolve v9.1 Hyd. No. 1 Post -developed Basin Hydrograph type = SCS Runoff Storm frequency = 10 yrs Time interval = 1 min Drainage area = 0.464 ac Basin Slope = 0.0 % Tc method = USER Total precip. = 3.85 in Storm duration = 24 hrs Q (cfs) 2.00 1.00 0.00 _L 0 Thursday, Feb 15, 2024 Peak discharge = 1.915 cfs Time to peak = 11.97 hrs Hyd. volume = 3,930 tuft Curve number = 84.3 Hydraulic length = 0 ft Time of cone. (Tc) = 5.00 min Distribution = Type II Shape factor = 484 Post -developed Basin Hyd. No. 1 -- 10 Year 2 4 6 8 10 12 14 16 18 20 22 Hyd No. 1 Q (cfs) 2.00 MKIIlt] 1— 0.00 24 Time (hrs) Hydrograph Report Hydraflow Hydrographs by Intelisolve v9.1 Hyd. No. 2 Off -site Recieving Waters Hydrograph type = Combine Storm frequency = 10 yrs Time interval = 1 min Inflow hyds. = 1 Q (cfs) 2.00 1.00 0.00 --L 0 Thursday, Feb 15, 2024 Peak discharge = 1.915 cfs Time to peak = 11.97 hrs Hyd. volume = 3,930 cuft Contrib. drain. area = 0.464 ac Off -site Recieving Waters Hyd. No. 2 -- 10 Year 2 4 6 8 10 12 14 16 18 20 22 Hyd No. 2 Hyd No. 1 Q (cfs) 2.00 1.00 z 0.00 24 Time (hrs) Hydrograph Summary Report HydraFlow Hydrographs by Intelisolve v9.1 Hyd. No. Hydrograph type (origin) Peak flow (cfs) Time interval (min) Time to peak (min) Hyd. volume (cult) Inflow hyd(s) Maximum elevation (ft) Total strge used (cuft) Hydrograph description 1 SCS Runoff 2.535 1 717 5,266 ---- ------ ------ Post -developed Basin 2 Combine } 2.535 1 717 5,266 1 ------ ------ Off -site Recieving Waters Sunny View_Post-developed_02.15.24.gpw Return Period: 25 Year Thursday, Feb 15, 2024 Hydrograph Report Hydraflow Hydrographs by intelisofve v9.1 Hyd. No. 1 Post -developed Basin Hydrograph type = SCS Runoff Storm frequency = 25 yrs Time interval = 1 min Drainage area = 0.464 ac Basin Slope = 0.0 % Tc method = USER Total precip. = 4.71 in Storm duration = 24 hrs Q (cfs) 3.00 2.00 1.00 Thursday, Feb 15, 2024 Peak discharge = 2.535 cfs Time to peak = 11.95 hrs Hyd. volume = 5,266 cuft Curve number = 84.3 Hydraulic length = 0 ft Time of conc. (Tc) = 5.00 min Distribution = Type II Shape factor = 484 Post -developed Basin Hyd. No. 1 -- 25 Year 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 18.0 20.0 Hyd No. 1 Q (cfs) 3.00 2.00 Ewe' _- 0.00 22.0 Time (hrs) Hydrograph Report Hydraflow Hydrographs by Intelisolve v9.1 Hyd. No. 2 Off -site Recieving Waters Hydrograph type = Combine Storm frequency = 25 yrs Time interval = 1 min Inflow hyds. = 1 Q (cfs) 3.00 2.00 1.00 Thursday, Feb 15, 2024 Peak discharge = 2.535 cfs Time to peak = 11.95 hrs Hyd. volume = 5,266 tuft Contrib. drain. area = 0.464 ac Off -site Recieving Waters Hyd. No. 2 -- 25 Year 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 18.0 20.0 Hyd No. 2 Hyd No. 1 Q (cfs) 3.00 2.00 1.00 __" 0.00 22.0 Time (hrs) Hydrograph Summary Report Hydraflow Hydrographs by Intelisolve v9.1 Hyd. No. Hydrograph type (origin) Peak flow (cfs) Time interval (min) Time to peak (min) Hyd. volume (cult) Inflow hyd(s) Maximum elevation (ft) Total strge used (cuft) Hydrograph description 1 SCS Runoff 2.994 1 717 6,270 --- - Post -developed Basin '2 Combine 2.994 1 717 6,270 1 ------ ------ Off -site Recieving Waters Sunny View_Post-developed_02.15.24.gpw Return Period: 50 Year Thursday, Feb 15, 2024 Hydrograph Report Hydraflow Hydrographs by Intelisolve v9.1 Hyd. No. 1 Post -developed Basin Hydrograph type = SCS Runoff Storm frequency = 50 yrs Time interval = 1 min Drainage area = 0.464 ac Basin Slope = 0.0 % Tc method = USER Total precip. = 5.34 in Storm duration = 24 hrs 0 (cfs) 3.00 1.00 Thursday, Feb 15, 2024 Peak discharge = 2.994 cfs Time to peak = 11.95 hrs Hyd. volume = 6,270 cuft Curve number = 84,3 Hydraulic length = 0 ft Time of conc. (Tc) = 5.00 min Distribution = Type II Shape factor = 484 Post -developed Basin Hyd. No. 1 -- 50 Year 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 18.0 20.0 Hyd No. 1 0 (cfs) 3.00 2.00 1.00 ___r 0.00 22.0 Time (hrs) Hydrograph Report Hydraflow Hydrographs by Intelisalve v9.1 Hyd. No. 2 Off -site Recieving Waters Hydrograph type = Combine Storm frequency = 50 yrs Time interval = 1 min Inflow hyds. = 1 Q (cfs) 3.00 2.00 1.00 Thursday, Feb 15, 2024 Peak discharge = 2.994 cfs Time to peak = 11.95 hrs Hyd. volume = 6,270 tuft Contrib. drain. area = 0.464 ac Off -site Recieving Waters Hyd. No. 2 -- 50 Year 0.00 0.0 2.0 4,0 6.0 8.0 10.0 12.0 14.0 16.0 18.0 20.0 Hyd No. 2 Hyd No. 1 Q (cfs) 3.00 2.00 1.00 — 0.00 22.0 Time (hrs) Hydrograph Summary Report Hydraflow Hydrographs by Intelisolve v9.1 Hyd. No. Hydrograph type (origin) Peak flow (cfs) Time interval (min) Time to peak (min) Hyd. volume (cuft) Inflow hyd(s) Maximum elevation (ft) Total strge used (cuft) Hydrograph description 1 SCS Runoff 3.504 1 717 7,403 ---- — ------ Post -developed Basin 2 Combine 3.504 1 717 7,403 1 --- ------ Off -site Recieving Waters Sunny View_Post-developed_02.15.24.gpw Return Period: 100 Year Thursday, Feb 15, 2024 Hydrograph Report Hydraflow Hydrographs by InteNsolve v9.1 Thursday, Feb 15, 2024 Hyd. No. 1 Post -developed Basin Hydrograph type = SCS Runoff Peak discharge = 3.504 cfs Storm frequency = 100 yrs Time to peak = 11.95 hrs Time interval = 1 min Hyd. volume = 7,403 cuft Drainage area = 0.464 ac Curve number = 84.3 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = USER Time of conc. (Tc) = 5.00 min Total precip. = 6.04 in Distribution = Type II Storm duration = 24 hrs Shape factor = 484 Q (cfs) 4.00 01011111 2.00 1.00 0.00 1 0.0 2.0 Hyd No. 1 Post -developed Basin Hyd. No. 1 -- 100 Year 4.0 6.0 8.0 10.0 12.0 14.0 16.0 Q (cfs) 4.00 3.00 2.00 1.00 0.00 18.0 20.0 22.0 Time (hrs) Hydrograph Report Hydraflow Hydrographs by Intelisolve v9.1 Hyd. No. 2 Off -site Recieving Waters Hydrograph type = Combine Storm frequency = 100 yrs Time interval = 1 min Inflow hyds. = 1 Q (cfs) 4.00 3.00 M 11 1.00 0.00 0.0 2.0 Hyd No. 2 Thursday, Feb 15, 2024 Peak discharge = 3.504 cfs Time to peak = 11.95 hrs Hyd. volume = 7,403 cuft Contrib. drain. area = 0,464 ac Off -site Recieving Waters Hyd. No. 2 -- 100 Year 4.0 6.0 8.0 Hyd No. 1 10.0 12.0 14.0 16.0 18.0 20.0 Q (cfs) 4.00 3.00 2.00 1.00 0.00 22.0 Time (hrs) Hydraflow Rainfall Report Hydraflow Hydrographs by Intelisolve v9.1 Return Period Intensity -Duration -Frequency Equation Coefficients (FHA) (Yrs) B D E (NIA) 1 0.0000 0.0000 0.0000 ------- 2 20,8188 3,7000 0.7419 -------- 3 0.0000 0.0000 0.0000 -------- 5 26.3692 3.6000 0.7338 ------ 10 30.3549 3.6000 0.7312 -------- 25 36,0222 3.6000 0.7290 -------- 50 40.4272 3.6000 0.7278 ------- 100 44.8086 3.6000 0.7269 -------- File name: Warrens burg_Frequency Data.IDF Intensity = B 1(Tc + D)^E Thursday, Feb 15, 2024 Return Period Intensity Values (in/hr) (Yrs) 5 min 10 15 20 25 30 35 40 45 50 55 60 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 4.18 2.99 2.37 1.99 1.73 1.53 1.38 1.26 1.17 1.08 1.01 0.95 3 0.00 0.00 0.00 0.00 0.00 MO 0.00 0.00 0.00 0.00 0.00 0.00 5 5.44 3.88 3.09 2.59 2.25 2.00 1.81 1.65 1.53 1.42 1.33 1.25 10 6.29 4.50 3.58 3.01 2.61 2.32 2.10 1.92 1.77 1.65 1.55 1.46 25 7.50 5.37 4.28 3.59 3.12 2.78 2.51 2.30 2.12 1.98 1.85 1.74 50 8.44 6.05 4.82 4.05 3,52 3.13 2.83 2.59 2.39 2.23 2.09 1.97 100 9.38 6.72 5.35 4.50 3.92 3.48 3.15 2.88 2.66 2.48 2.32 2.19 Tc = time in minutes. Values may exceed 60, praain filo name• CI IAIAIV X11MAf r- Storm Rainfall Precipitation Table (in) Distribution 1-yr 2-yr 3-yr 5-yr 10-yr 25-yr 50-yr 100-yr SCS 24-hour 2.00 2.47 0.00 3.22 3.85 4.71 5.34 6.04 SCS 6-Hr 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Huff -1st 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Huff-2nd 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Huff-3rd 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Huff-4th 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Huff-Indy 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Custom 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 EA Tabulated Results and Summary RESULTS SUMMARY SITE NAME: ISUNNY VIEW Pre Developed Conditions: Design Storm Event - 24 Hr 1 YR 2 YR 10 YR 25 YR 50 YR 100 YR Design Rainfall Depth (in) 2.00 2,47 3.85 4.71 5.34 6.04 Sub -basin A Peak Discharge Rate Qp14.T,W (cfs) 0.6071 0.9031 1.8471 2.4611 2.9191 3.428 Pre -developed Runoff Volume (cf) I 1,223,CCI 1,913.001 3,771.001 5,088.001 6,080.001 7,201.00 Post Developed Conditions: Design Storm Event - 24 Hr 1 YR 2 YR 10 YR 25 YR 50 YR 100 YR Design Rainfall Depth (in) 2.00 2.47 3.85 4.71 S.34 6.04 Sub -basin A Peak Discharge Rate Q,,,, (cfs) 0.65S 0.9591 1.9151 2.5351 2.9941 3.504 Post -developed Runoff Volume (cf) 1 1,317.001 1,928.00I 3,930.001 5,266.001 6,27C.001 7,403.00 Design Criteria: 1 year Storm Event Runoff volume (Channel Protection Volume) Channel Protection Volume: ########### cf (Rep'd) <_ 80.20 cf (Prov'd) V bK Design Criteria: 50 year Storm Event Discharge rate and Runoff volume Pastdeveloped Peak discharge Rate = 2.994 cfs <_ 2.919 cfs Design Criteria: 100 year Storm Event Discharge rate and Runoff volume Postdeveloped Peak discharge Rate = 3.504 cfs 5 3.428 cfs EXHIBIT T Te c t o We rrxe ricx�focu+iar+�. e.+ce.a�n+ix4 za an�r, �, , Verizon Wireless 1275 John Street, Suite #100 West Henrietta, NY 14586 ATTN: Mr. Greg Hanley February 21, 2024 RE: NOISE ASSESSMENT LETTER PROPOSED TELECOMMUNICATIONS FACILITY VERIZON WIRELESS SITE: SUNNY VIEW 111 WIEDMAIER CT, TOWN OF ITHACA, TOMPKINS COUNTY, NY 14850 TECTONIC W.O. 10751.053 Dear Mr. Hanley: Tectonic Engineering was asked to provide a noise assessment letter for this proposed Verizon Wireless telecommunications facility. Taking into account all components proposed to be installed at this facility, the generator is the only equipment that will emit any discernible noise outside the immediate vicinity of the facility. The tower, antennas, and related equipment generate no noise at all. Within the fenced compound Verizon Wireless will install base station equipment consisting of an electrical panel, fiber enclosure, cellular equipment cabinet, and a battery cabinet. The only component that generates any noise is the cellular equipment cabinet due to its integrated passive air cooler. The noise output from this unit is similar to that of a desktop computer, Outside the compound Verizon Wireless will install common utility. equipment consisting of an electrical meter bank, a fiber enclosure, and a pad mounted transformer. Here the only component that will generate any noise is the transformer which emits an almost inaudible hum due to the electromagnetic forces passing through the core of the transformer. After construction is completed there is no additional vehicular traffic associated with the facility since it's an uninhabited use, therefore there is no potential for additional noise due to vehicular traffic. Regarding the generator, we obtained noise specifications from the manufacturer MTU for their proposed standard 50kW outdoor diesel fueled AC generator, including their highest performing sound - attenuating enclosure. The average sound pressure level for this generator is 65.0 dBA at a reference distance of 23.0 feet. We understand that consistent with normal Verizon Wireless procedure, absent exigent circumstances, the generator is expected to run once every two weeks during daytime hours for approximately 30 minutes for routine testing purposes. Sound attenuation for a point source (stationary source) equals a sound level reduction of 6 dBA per doubling of distance between a noise source and a receptor when there are no obstructions present between the two elements. Using this information we can deduce the following noise levels,that one would anticipate when the equipment is in use: Latham Office 36 British American Boulevard, Suite 101 1 Latharn, NY 12110 518,783.1630Te1 1518,783.1544 Fax tectoniceng ineering.com Equal Opportunity Emp6oyer Tectt nic—I t 14CT3CaL SU07I0111. [ACSMO.AL S[Avlic. The nearest property line to the generator is located approximately 211-feet away to the south; the anticipated noise level at this point would be approximately 45.8 dBA. The nearest adjoining residence to the generator is located approximately 568-feet away to the south; the anticipated noise level at this point would be approximately 37.2 dBA. For comparison purposes, approximate decibel levels for normal conversation equal 60 dBA, for vehicular traffic equal 85 dBA, and for a running lawnmower equal 107 dBA. Based on the calculated values for the equipment, the anticipated noise levels at the nearest property line and residence will be much lower than that experienced for normal conversation. Should you have any questions, please do not hesitate to contact the undersigned at (518) 783-1630. Sincerely, Tectonic Engineering Consultants, Geologists & Land Surveyors, D.P.C. Steven M. Matthews, PE Managing Director --Engineering page 2 of 2 EXHIBIT U EXHIBIT IT By email dated November 17, 2023, Bell Atlantic Mobile Systems LLC d/bla Verizon Wireless ("Verizon Wireless") submitted a draft of this Application (the "Draft") to the Town for preliminary review. Thereafter, by letter dated December 11, 2023, the Town responded to the draft with comments and missing items (the "Town Comments"). Below are the Town Comments in bold italicized type, followed by Verizon Wireless' responses in regular type. Pursuant to the Federal Communications Commission's (FCC's) 2009 Declaratory Ruling and 2014 Report and Order interpreting the "reasonable period of time "provision in 47 U.S C. ,§`332(c)(7)(B)(ii) for municipal processing of siting applications, and Town Code §270-2.19. E (3), the Town is hereby notifying you in writing within 30 days of the Town's receipt of the application that the application is incomplete. Specifically, the items that are missing include; 1. Evidence that a significant gap in coverage exists (Town Code §270-219. G (2) (s) [21) -- The Town Code requires in -kind call testing for each frequency at which the applicant provides personal wireless services. The applicant shall provide the Town with the actual testing data recorded during such tests, in a simple format which shall include each frequency, in table format: a. The date and time for the test, The need for the Project is well documented in Exhibit H. As outlined in the report from Millenium Engineering, P.C. (an independent RF Engineer) attached as Exhibit V, drive test data is neither reliable nor appropriate for determining the need for the Project. b. The location, in longitude and latitude, of each point at which signal strength was recorded, See Verizon Wireless' response above. c. Each signal strength recorded, measured in decibel milliwatts (dBm), for each frequency. See Verizon Wireless' response above. 2. Dropped call records (Town Code §270-219. G (2) (s) [41) —The applicant shall also provide dropped call records and denial of service records evidencing the number, percentage, and locations of voice calls that were unable to be initiated or maintained between wireless telephones and landlines connected to the national telephone network. This was notprovided in the application packet that was submitted. The need for the Project is well documented in Exhibit H. As outlined in the report from Millenium Engineering, P.C. (an independent RF Engineer) attached as Exhibit V, dropped cell data is neither reliable nor appropriate for determining the need for the Project. 4872-6179-2134.1 -2- 3. Noise study (Town Code §270--219. G (2) (u)) —The application materials state that "A noise study will be prepared in connection with this Project "However, a noise study has not been submitted. See Exhibit T. 4. Economic analysis study (Town Code §270-219. G (2) (v)) — The applicant asserts that this information may not lawfully be considered in the Town's analysis of the application. However, the Town Code requires the submission of an economic analysis of the property value impacts that the construction and operation of the PWSF may have on all adjacent properties located within 500 feet of the parcel boundaries on which the PWSF is located. See the letter report from Colliers International Valuation and Advising Services attached as Exhibit Y. As outlined in the letter, there is insufficient sales data available to complete a. statistically reliable market analysis. As indicated in his report, Mr. Fisher has completed multiple market analyses for cell tower projects in upstate New York (see copies of four (4) such reports enclosed in Exhibit Y) and has failed to identify an adverse market impact to surrounding properties located within 1-1.5 miles of a tower site. His conclusions in the prior report were based on actual sales data both before and after construction of the tower. 5. Visual simulations/before--and-after renderings (Town Code §270-219.J (2) (d) and (e)) — The application materials contain photo simulations for some locations from which the monopole will be visible ("S-3," "S-6," and "S-9"), but no simulations from the most visually impacting views, which are "P-1,"P-4," and P-5". Please submitphoto simulations for P-1, P-4, and P-5. The requested simulations are included in Exhibit Q. 6. Alternate facility designs and color schemes (Town Code §270-219.J (2) (fl) — There are no alternate facility designs or color schemes in the application package. Please submit. Simulations of a monopine tower have been included in Exhibit Q. As another alternative, Verizon Wireless would be happy to discuss the use of a galvanized monopole tower or alternate colors for a monopole tower if desired by Planning Board. Based on the necessary height of the tower, other stealth designs are unfeasible. 7. Climbing pegs (Town Code §270-219. 0 (3)) —It is not clear if there are permanent climbing pegs within 15 feet of the ground of the tower. Please provide documentation that this is not occurring. See Exhibit R (Sheet CO-3); no climbing pegs will be installed within 15' of the ground level. S. Insurance requirements (Town Code §270-219. V (1) —Insurance requirements as follows will need to be supplied for the building permit process: (1) Minimum Coverages Each PWSF Permittee shall maintain in full force and effect, throughout the term of a PWSF Permit, an insurance policy, or policies. Such policy 4872.6179-2134.1 -3- or policies shall, at a minimum, afford insurance covering all of the Pernzittee's operations, as follows: See Exhibit W. (a) Commercial General Liability insurance with limits of insurance of not less than $1,000,000 each occurrence and $3,000,000 annual aggregate far bodily injury and property damage, including contractual liability, personal injury, products and completed operations, See Exhibit W. (b) Commercial Umbrella insurance witli limits of. not less than $5,000,000,, See Exhibit W. (c) Pollution Liability insurance, on an occurrence form, with limits not less than $1,000,000 each occurrence and $3,000,000 annual aggregate, with any deductible not to exceed $25,000 each occurrence. See Exhibit W. (2) Other insurance requirements (a) Said policy or policies shall include the Town and its officers and employees as additional insureds, See Exhibit W. (b) Said policy or policies shall be endorsed to provide 30 days' advance written notice of cancellation or any material change to the Town, See Exhibit W. (c) Should any.of the required insurance be provided under a claims --made form, a permittee shall maintain such coverage continuously throughout the term of a personal wireless service facility permit, and, without lapse, for a period of three years beyond the expiration or termination of the permit, to the effect that, should occurrences during the term of the permit give rise to claims made after expiration or termination of the permit, such claims shall be covered by such claims -made policies, See Exhibit W. (3) Proof of Insurance. Before the Town will issue a personal wireless service facility site permit, a permittee shall furnish to the Town certificates of insurance and 4872-6179-2134.1 -4- additional insured policy endorsements with insurers that are authorized to do business in the State of New York and that are satisfactory to the Town evidencing all coverages set forth in this Subsection V. See Exhibit W. 9. Zoning Board of Appeals Application - The application materials correctly assert that a height variance is required for exceeding the allowable height of 30 feet, in accordance with Town Code §270-16, as the PWSF is proposed to be 138 feet tall. Please submit an area variance application at the following link: Zoning Board ofAppeals - Zoning Board of Appeals Area Variance Application - ViewPoint Cloud (opengov cant) When submitting the Zoning Board of Appeals area variance application, please submit a narrative describing the project, drawings/plans of the project, the applicable environmental assessment farm, an agricultural data statement (if applicable), and a fee (when prompted by the permitting system). The required electronic application was submitted on or before the date of this application.. 10. Electrical Permit Application -An electrical permit application needs to be submitted, in addition to the building permit application, at the following link: Code Enforcement & Zoning Department - TOI - Electrical Permit Application - ViewPoint Cloud (opengov. com) The required electronic application was submitted on or before the date of this application. 11. PWSF Permit Application -A PWSF permit application needs to be submitted at the following link: https.IlitliacaituportaLopen-ov.com/categories/107IIrecord-typesl6571 The required electronic application was submitted on or before the date of this application. 12. Town Code Chapter 125-C requires the following items to be provided in addition to what has already been provided: a. One hard copy set of plans needs to be submitted as part of the process for the building permit, One (1) hard copy of the plans was sent to the Town via Federal Express on May 29, 2024. b. A statement that the work shall be performed in compliance with Chapter 270, Zoning, the Uniform Code, the ECCCNYS, the ECS, this chapter, and other applicable state and local laws, ordinances, and regulations, This statement has been included on Sheet T-1 of the Project Plans (Exhibit R . 4872-6179-2134.1 -5- c. It appears that the documents were submitted by an engineering firm and not a sole practitioner professional engineer, which requires the firm's certificate of authorization number to be placed on the title block, The requested certificate of authorization has been added to the title block (see Exhibit R). d. Please provide a statement of special inspections for this project, See Exhibit X. e. Please provide the building permit fee, when prompted by the permitting system, The Building Permit fee was included in the enclosed $2,925 check. f. Please provide proof of workers compensation and disability or the proper exemption documentation from the NYS Worked Compensation Board. See Exhibit W. 13. Stormwater Pollution Prevention Plan (SWPPP)/Engineering Comments — The Engineering Department has the following comments and requires the following information: a. Please identify the: i. Total Area of disturbance for the project, See Exhibit S. ii. Total Cut and Fill Volumes associated with the project, See Exhibit S. iii. Total New Impervious Area associated with the project, See Exhibit S, b. Based solely on the length of trenching indicated on the site plan, a Simple SWPPP will be required (at a minimum). Depending on the total area and volume of disturbances the SWPPP level required may escalate to a Basic or Full, The SWPPP application was submitted on or before the date of this application. c. Please fill out a SWPPP application on the Town of Ithaca online permitting system Engineering page at. https.Ilitliacany. viewpointcloud. conticategories/I080, 4872-6179-2134.1 M See Exhibit S. d. The SWPPP requirements, including required submission materials are outlined in Chapter 228 of the Town of Ithaca Code, which can be found here: https://ecode360.com/lT1944, [A Simple SWPPP is required for any projects that exceed I0,000 sf but not greater than 1 acre of disturbed area, exceed 50 cubic yards but not more than 250 cubic yards of excavation/fill, or 300 linear feet of utility trenching. A Basic SWPPP is required for any projects that exceed 10,000 sf but not greater than 1 acre of disturbed area or exceed 250 cubic yards of excavation/fill. A Full SWPPP is required for any projects that exceed 1 acre of disturbance or 10,000 sf of new Impervious cover. If the project exceeds I acre, a NYS SPDES Permit will be required.] See Exhibit S. 14. Application/Review Fees — The following application fees apply to this Project: a. Planning Board Preliminary Site Plan Review/Special Permit Development Review Fees - $400, based on project cost asserted by applicant on Development Review Application Form (special permitfee is included when site plan approval and special permit are sought at the same time) b. Planning Board Final Site Plan Development Review Fee - $200. (%z preliminary site plan fee) c. Zoning Board of Appeals Area Variance Fee - $150* d. Building Permit Fee — $1400 (based on project cost — includes electrical permit fee) * e. PWSF Fee — $775* f. Operating Fees (TCO/CO) * -No CO fee. TCO is Y building permit fee (may not be required) *Building Department fee schedule: https://wfvw.town.itizaca.ny.uslresotirce library/otherdocuntents/. Please note that there is an annual renewal fee for PWSF permits TOTAL APPLICATION/REVIEW FEES: $2,925 A check payable to the Town of Ithaca for $2,925 is enclosed. In addition to the list above, the following errors were noted in the submitted documentation, specifically: 1. Applicant cover letter, Page 1 - The wrong Town Code reference is mentioned in the last paragraph, where it states that "telecontmttnications facilities are permitted in the C 4872-6179-2134,1 7- zoning district upon the issuance of site plan approval and a special use permit from the Planning Board (Code §270-219 (B)). The correct Town Code reference is §270-219. D (5). The correction was made to the Application materials. 2. Applicant cover letter, Page 2 — The Town of Ithaca Planning Board no longer requires twenty-five (25) copies of the 11 x 17 Site Plans. Please instead submit twelve (12) paper copies of the plans (in addition to the three large size sets and digital uploads, as listed on the preliminary site plan review checklist provided via email on 1111612023 and 1111712023). The number of copies included has been revised to twelve (12) in the cover letter. 3. Applicant cover letter, page 2 —Please revise the site plan and special permit fees that are listed to reflect the correct fees, as noted above. Comment noted. A check payable to the Town of Ithaca in the amount of $2,925 was submitted with the Application. 4. Full Environmental Assessment Form— The NYSDEC eliminated the Visual Addendum in 2012, when the Short and Full Forms were updated (Litt s://)vww.dec.n . ov/z•e ulator / erzzzits-licenses/se r/ea -workbooks• also states in the 2020 SEQR Handbook "DEC created revised model environmental assessment forms (EAF) and repealed appendix B (visual EAF addendum), which was incorporated into the new full EAF). "Please remove the Visual Addendum from the submitted Form. The visual addendum has been removed from the Application. 5. Exhibit H: Radiofrequency Search Ring Justification, page numbered 14 and titled "Explanation of Sunny View Search Area"— the last paragraph lists Italy as one local area that has coverage and capacity issues that will be resolved with the current proposal. Please revise accordingly. The typo was corrected in Exhibit H. Please submit additional materials via the proper digital portals mentioned above, and all other materials listed above to my attention at the address on the letterhead. Feel free to contact me if you have any questions or require clarification. I can be reached by phone at (607) 273-1721, extension 121 or by email at cbalestra(dtown.ithaea.nv.us. 4872-6179-2134.1 EXHIBIT V MILLENNIUM ENGINEERING, P.C. 42 Old Barn Drive West Chester, Pennsylvania 19382 Cell: 610-220-3820 www.millenniumeng.com April 24, 2024 Attn: Christine Balestra, Senior Planner Planning Board & Zoning Board of Appeals Town of Ithaca 215 N. Tioga Street Ithaca, NY 14580 Email: pauldugan@comeast.net Re: Radiofrequency Design of Proposed Communications Facility Site Name: Sunny View, Proposed 134' Monopole (138' overall with lightning rod) Site Address: 111 Weidmaier Ct., Town of Ithaca, NY 14850 (Tompkins County) Latitude 42' 24' 45.24" N, Longitude 76° 27' 1.57" W (NAD83), G.E. 824.4' f/- A.M.S.L. Property Owner: S Roberts WC Land LLC Dear Ms. Balestra, I have perfonned an analysis to provide an independent evaluation and design review of the wireless communications facility proposed by Verizon at the above referenced property. As a registered professional engineer, I am under the jurisdiction of the State Registration Boards in which I am licensed to hold paramount the safety, health, and welfare of the public and to issue all public statements in an objective and truthful manner. The proposed communications facility consists of a 134' monopole (138' overall with lightning rod) and' a Verizon Antenna Centerline (ACL) height of 130'. Verizon is currently licensed by' the Federal Communications Commission (FCC) to provide wireless communication services to Tompkins ,County and a large number of other counties in this region and throughout the nation. The license specifies the frequency band and power levels at which these carriers are authorized to operate their system. The objectives of the proposed communications facility are to provide new and improved reliable 4G LTE and 5G wireless communication coverage to a southeast portion of the Town of Ithaca and extending into small portions of the Towns of Dryden, Danby, and Caroline. This area currently suffers from unreliable wireless communications services simply due to not having a facility within 2.5 miles from the proposed structure location. The proposed facility will improve service and provide better handoff between the existing sites. The facility will provide approximately, 7 square miles of substantial new service to the community including large sections of Slaterville Road (Route 79). The proposed facility will provide substantially improved in -building and data throughput speeds to wireless devices in the target area. There are no identified existing tall structures within 2 miles of the proposed facility location suitable for collocation in this target area which I could identify. The proposed facility location is particularly suited to fulfill the objectives of providing new reliable coverage to the area in which it will serve. The new coverage will enhance public safety to the community where there currently is poor coverage. Any reduction in height from that proposed reduces the coverage footprint to the area the site is intended to serve as outlined in the objectives. Obviously maintaining optimum signal level threshold in all areas is not Page 1 of 4 possible or practical, but reaching the target level where possible and where the users are using the devices is a critical design criteria for most locations within the footprint of the area the facility is intended to serve. The design thresholds contain a margin of safety (aka fade margin) that should be maintained in the design for a higher level of reliability under all reasonable conditions. Also, the connection and download speed of broadband wireless internet services degrades dramatically at or below design thresholds. The proposed facility at this location would provide coverage to an area that spans approximately 1.0 — 2.0 miles in all directions. The proposed structure location and height is "particularly suited" to provide the necessary reliable service to this area. It is important to point out that the demand for wireless infrastructure has escalated dramatically over time and the need for reliable service is extremely important for public safety and everyday use in a post-covid era. There are alternative technology options that can be efficiently deployed in certain circumstances such as small cell technology. It is my opinion that small cell technology is not feasible or efficient for a large outdoor rural area. I have reviewed the RF submissions of this application. Verizon furnished to me a site plan, Radio Frequency Data Sheet, and a fairly comprehensive RF justification document. The RF justification includes wide area propagation modeling to demonstrate the improved coverage from the proposed facility subject to this application. It also includes capacity offloading documents to demonstrate how the proposed facility will help offload traffic from adjacent existing Verizon sites. I was also advised that the Town has required drive test and lost call data in order to move the Verizon application forward into zoning. It is my opinion that the RF evidence already presented is adequate and compelling. The town code requirement for this additional RF information is outdated or mis-guided and will not add value to the extensive RF submissions already presented. RF engineers historically have used a wide variety of tools to aid in the RF design and decision -making process. The capability and applicability of these tools and their data sets has evolved along with the increased demand and variability of usage wireless customers place on modern 4G LTE and 5G networks. While some tools and metrics like propagation modeling and network traffic statistics have become more valuable in understanding network capability, other data sets like drive tests and lost call data have become less valuable and simply create distractions and unnecessary confusion. This is due to the misconception that the network and customer needs operate at that level of simplicity which for many years is no longer the case. Presenting too much unnecessary or out of context RF information does not add to the weight of the application. Using these unnecessary datasets as leverage to deem this application incomplete is not compatible with the spirit and intent of the FCC's Accelerating Wireless Broadband Deployment by Removing Barriers to Infrastructure Investment," FCC 18-133, 85 FR 51867, at ¶ 37 (October 15, 2018). In summary, upon consideration of the many factors discussed herein, it is my opinion that the proposed communications facility is particularly suited (both in location and minimum height required for Verizon to provide reliable service to subscribers in a section of the Town of Ithaca that currently suffers from a significant gap in reliable wireless service. I am not aware of any other more feasible alternatives of providing reliable wireless service is this area. The proposed communications facility in this location is necessary for the efficient operation and provision of wireless services to the area for which it is proposed. , &AAA&. Respectfully, ,4� Of NEW, E1V Paul Dugan, P.E. Registered Professional Engineer 2u, 3L`' New York License Number 79144 S t 4 ��FE5S40C1��"�� Page 2 of 4 DECLARATION OF ENGINEER Paul Dugan, P.E., declares and states that he is a graduate telecommunications consulting engineer (BSEIME Widener University 1984/1988), whose qualifications are a matter of record with the Federal Communications Commission (FCC). His firm, Millennium Engineering, P.C., has been retained by Verizon to perform a RF design review for justification of a proposed communications facility for suitability to meet the requirements of the Town of Ithaca and the community for which it serves. Mr. Dugan also states that the calculations or measurements made in the evaluation were made by himself or his technical associates- under his direct supervision, and the summary letter certification of FCC compliance associated with the foregoing document was made or prepared by him personally. Mr. Dugan is a registered professional engineer in the Jurisdictions of Pennsylvania, New Jersey, Delaware, Maryland, Virginia, New York, Connecticut, District of Columbia, West Virginia and Puerto Rico with 40 years of engineering experience. Mr. Dugan is also an active member of the Association of Federal Communications Consulting Engineers, the National Council of Examiners for Engineering, the National Society of Professionals Engineers, the Pennsylvania Society of Professional Engineers, and the Radio Club of America. Mr. Dugan further states that all facts and statements contained herein are true and accurate to the best of his own knowledge, except where stated to be in information or belief, and, as to those facts, he believes them to be true. He believes under penalty of perjury the foregoing is true and correct. Executed this the 24th day of April, 2024. A Paul Dugan, F.E. Page 3 of 4 PAUL DUGAN, P.E. 42 Old Barn Drive West Chester, PA 19382 Cell: 610-220-3820 Email: pdugan@millenniumeng.com Web Page: www.millenniumeng.com EDUCATION: Widener University, Chester, Pennsylvania Master of Business Administration, July 1991 Master of Electrical Engineering, December 1988 Bachelor of Science, Electrical Engineering, May 1984 PROFESSIONAL Registered Professional Engineer in the following jurisdictions: ASSOCIATIONS: Pennsylvania, License Number PE-045711-E New Jersey, License Number GE41731 Maryland, License Number 24211 Delaware, License Number 11797 Virginia, License Number 36239 West Virginia, License Number 20258 Connecticut, License Number 22566 New York, License Number 079144 District of Columbia, License Number PE-900355 Puerto Rico, License Number I8946 Full member of The Association of Federal Communications Consulting Engineers (www.afcce.org) January 1999 to Present Elected and served on the Board of Directors for five year term 2006-2011 Full member of The National Society of Professional Engineers (www.nsl)e,org and the Pennsylvania Society of Professional Engineers (www.pspe.org June 2003 to Present Currently serving as PSPE State Director and Past President on the Board of Directors of the Valley Forge Chapter and the South East Region Vice -Chair for the "Professional Engineers in Private Practice" Executive Committee. Actively participated in NSPE Annual Conferences 7/2005 to Present. Actively participate in Chester County ARESIRACES Amateur Radio (CCAR www,w3eoc.org) which prepares and provides emergency backup communications for Chester County Department of Emergency Services, March 2005 to Present Full member of The National Council of Examiners for Engineering (www.ncees.org) May 2001 to Present Full Member of The Radio Club of America (www.radio-club-of-america.or December 2003 to Present Pennsylvania Real Estate License Number RS347405 Keller Williams 2/2019 to Present PROFESSIONAL. Millennium Engineering,PC., West Chester, Pennsylvania EXPERIENCE: Position: President, August 1999 to Present (www.millenniumeng.corn) Verizon Wireless, Plymouth Meeting, Pennsylvania Position: Cellular RF System Design/Performance Engineer, April 1990 to August 1999 Communications Test Design, Inc., West Chester, Pennsylvania Position: Electrical Engineer, May 1984 to April 1990 PERSONAL: Date/place of birth: November 21, 1961, West Chester, Pennsylvania; United States Citizen Page 4 of 4 EXHIBIT W �1 ® CERTIFICATE 4F LIABILITY INSURANCE DATE(MMIDDNYYY) 05/13/2024 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(tes) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER Aon Risk services Northeast, Inc. New York NY Office CONTACT - - NAME: iA)C No. Ext): (866) 283-7122 � No,): (800) 363-0105 E-MAIL ADDRESS: One Liberty Plaza 165 Broadway, Suite 3201 New York NY 10006 USA INSURERS) AFFORDING COVERAGE NAIC # INSURED INSURERA: Liberty Mutual Fire Ins CO 23035 Veri zon wireless, LLC 1095 Avenue of the Americas INSURER B: INSURERC: New York NY 10036 USA INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 570105709740 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANCING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. Limits shown are as requested INSR LTR TYPE OF INSURANCE INSD WVD SUSHI PDLICY NUMBER MM100lYY MMIDDIYY POLICY EXP LIMITS X COMMERCIAL GENERAL LIABILITY TB EACH OCCURRENCE $6, 000 , 000 CLAIMS -MADE X❑ OCCUR PREMISES (Ea occurrence)$6 , 000 , 060 X MED EXP (Any one person) $10 , 000 XCU Coverage Is Included PERSONAL& ADV INJURY $6,000,500 GENLAGGREGATELIMITAPPLIES PER: GENERAL AGGREGATE $8,000,000 X POLICY ❑ PRO- ❑ LOC JECT PRODUCTS - COMPIOPAGG $8,000,000 OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Eaaeddenl BODILY INJURY ( Per person) ANYAUTO OWNED SCHEDULED AUTOS ONLY AUTOS HIREOAUTOS NON -OWNED ONLY AUTOS ONLY BODILY INJURY (Poraccident) PROPERTY DAMAGE Per accident UMBRELLALIAB OCCUR EACH OCCURRENCE AGGREGATE EXCESS LIAB RCLAIMS-MADE DEC) I RETENTION WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANY PROPRIETOR/ PARTNER! EXECUTIVE PER STATUTE OTH- E.L. EACH ACCIDENT IM OFFICEREMBER EXCLUDED? ❑ NIA E.L. DISEASE -EA EMPLOYEE (Mandatary In NH) It As, describe under DESCRIPTION OF OPERATIONS belcw E.L. DISEASE -POLICY LIMIT DESCRIPTION OF OPERATIONS 1 LOCATIONSI VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached B more apace Is required) Named insured includes: Bell Atlantic Mobile Systems LLC, dba Verizon wireless. RE: Site Name: Sunny View, Site Address: 111 Wiedmaier Court, Ithaca, NY 14850, Project: Vz-00049818.C.9341, Location Code: 5000007226. Town of Ithaca and its officers and employees are included as Additional insured with respect to the General Liability policy. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Town Of Ithaca 215 North Tioga Street AUTHORIZED REPRESENTATIVE Ithaca NY 14850 USA exf4Jf c.fG�YfG �iZfJtAciGi6 c./ //�!>RAArD� e! �IEL 01988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD 'till Policy Number TB2-691-550588-143 Issued by Liberty Mutual Fire Insurance Company THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. NOTICE OF CANCELLATION AND NON -RENEWAL This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART EXCESS COMMERCIAL GENERAL LIABILITY COVERAGE PART GARAGE COVERAGE PART LIQUOR LIABILITY COVERAGE PART MOTOR TRUCK CARGO COVERAGE PART OWNERS AND CONTRACTORS PROTECTIVE LIABILITY COVERAGE PART POLLUTION LIABILITY COVERAGE PART PRINTERS LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART RAILROAD PROTECTIVE LIABILITY COVERAGE PART SPECIAL PROTECTIVE AND HIGHWAY LIABILITY POLICY — NEW YORK WAREHOUSEMAN'S LEGAL LIABILITY COVERAGE PART We will not cancel or non -renew this policy or make changes that reduce the insurance afforded by this policy until written notice of cancellation, non -renewal or reduction has been mailed or delivered to those scheduled below at least a) 10 days before the effective date of cancellation, if we cancel for non-payment of premium; or b) days before the effective date of the cancellation, non -renewal or reduction if we 30 cancel or reduce the insurance afforded by this policy for any other reason. NAME Per schedule on file with the Company ADDRESS Per schedule on file with the Company LIM 02 01 12 11 © 2011, Liberty Mutual Group. All rights reserved. Page 1 of 1 YO K Workers' CERTIFICATE OF INSURANCE COVERAGE STATE Compensation Board NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1. To be completed by NYS Disability and Paid Family Leave benefits carrier or licensed insurance agent of that carrier 1a. Legal Name & Address of Insured (use street address only) 1b. Business Telephone Number of Insured CELLCO PARTNERSHIP DBA VERIZON WIRELESS (585) 321.5458 1209 ORANGE STREET WILMINGTON, DE 19801 1c. Federal Employer Identification Number of Insured or Social Security Work Location of Insured (Onlyrequired if coverage is specifically Number limited to certain locations in New York State, i.e., Wrap -Up Policy) 223372889 2. Name and Address of Entity Requesting Proof of Coverage 3a. Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) HARTFORD LIFE AND ACCIDENT INSURANCE COMPANY Sunny View 111 Wiedmaier Court Ithaca, NY 14850 3b, Policy Number of Entity Listed in Box is Town of Ithaca LNY728193005 215 North Tioga Street Ithaca, NY 14850 3c, Policy effective period 01-01-2024 to 12-31-2024 4, Policy provides the following benefits: ❑X A. Both disability and Paid Family Leave benefits. ❑ B. Disability benefits only. ❑ C. Paid Family Leave benefits only. 5. Policy covers: ❑X A. All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. ❑ B. Only the following class or classes of employer's employees: Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave benefits insurance coverage as described above. Date Signed 05-10-2024 B (Signature of Insurance carrier's authorized representative or NYS licensed Insurance agent of that Insurance carrier) Telephone Number 212 553-8074 Name and Title: ELIZABETH TELLO -- ASSISTANT DIRECTOR STATUTORY SERVICES IMPORTANT: If Boxes 4A and 5A are checked, and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier, this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 4B, 4C or 5B is checked, this certificate is NOT COMPLETE for purposes of Section 220, Subd. 8 of the NYS Disability and Paid Family Leave Benefits Law. It must be emailed to PAU@wcb.ny,gov or it can be mailed for completion to the Workers' Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902.5200. PART 2. To be completed by the NYS Workers' Compensation Board (Only if Box 413, 4C or 5B have been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers' Compensation Board, the above -named employer has complied with the NYS Disability and Paid Family Leave Benefits Law (Article 9 of the Workers' Compensation Law) with respect to all of their employees. Date Signed By (Signature of Authorized NYS workers' Compensation Board Employee) Telephone Number Name and Title t-tease (vote: Unty insurance earners licensea to write NYS uisawnty ant? Yafa Yarntiy Leave benef,tS Insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to Issue this form. DB-120.1 (12-21) II��I'I111111111l1�1111[I!Il11111lII�'II� Ds-120_1 (12-21) Additional Instructions for Form D13-120.1 By signing this form, the insurance carrier identified in Box 3 on this form is certifying that it is insuring the business referenced in Box I for disability and/or Paid Family Leave benefits under the NYS Disability and Paid Family Leave Benefits Law. The insurance carrier or its licensed agent will send this Certificate of Insurance Coverage (Certificate) to the entity listed as the certificate holder in Box 2. The insurance carrier must notify the above certificate holder and the Workers' Compensation Board within 10 days IF a policy is cancelled due to nonpayment of premiums or within 30 days IF there are reasons, other than nonpayment of premiums that cancel the policy or eliminate the insured from coverage indicated on this Certificate. (These notices may be sent by regular mail.) Otherwise, this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent, or until the policy expiration date listed in Box 3c, whichever is earlier. This Certificate is issued as a matter of information only and confers no rights upon the certificate holder. This Certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This Certificate may be used as evidence of a NYS disability and/or Paid Family Leave benefits contract of insurance only while the underlying policy is in effect, Please Note: Upon the cancellation of the disability and/or Paid Family Leave benefits policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder, the business must provide that certificate holder with a new Certificate of Insurance Coverage for NYS disability and/or Paid Family Leave Benefits or other authorized proof that the business is complying with the mandatory coverage requirements of the NYS Disability and Paid Family Leave Benefits Law. NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW §220. Subd. 8 (a) The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in employment as defined in this article, and not withstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits and after January first, two thousand and twenty-one, the payment of family leave benefits for all employees has been secured as provided by this article. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any disability benefits to any such employee if so employed. (b) The head of a state or municipal department, board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in employment as defined in this article and notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits and after January first, two thousand eighteen, the payment of family leave benefits for all employees has been secured as provided by this article. DB-120.1 (12-21) Reverse YOK Workers' STATE Compensation Board CERTIFICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE 1a. Legal Name & Address of Insured (use street address only) 1 b. Business Telephone Number of Insured Bell Atlantic Mobile Systems, LLC 908-559-6176 dlbla Verizon Wireless 1095 Avenue of the Americas 1c. NYS Unemployment Insurance Employer Registration Number of New York NY 10036 Insured 26-70019 Work Location of Insured (Only required if coverage is specifically limited to 1d. Federal Employer Identification Number of Insured or Social Security certain locations in New York State, i.e., a Wrap -Up Policy) Number Ithaca,NYNY View(. 000007226) Project Location: I I I Wiedmaier Court 22-24$3217 2. Name and Address of Entity Requesting Proof of Coverage 3a. Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) LM Insurance Corporation Town of Ithaca 215 North Tioga Street 3b. Policy Number of Entity Listed in Box "1a" Ithaca NY 14850 WA5-69D-550588-093 3c. Policy effective period 6/30/2023 to 6/30/2024 3d, The Proprietor, Partners or Executive Officers are Z included. (Only check box if all partners/officers included) all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box "3" insures the business referenced above in box "1a" for workers' compensation under the New York State Workers' Compensation Law. (To use this form, New York (NY) must be listed under Item 3A on the INFORMATION PAGE of the workers' compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box "2". The insurance carrier must notify the above certificate holder and'the Workers' Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.) Otherwise, this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent, or until the policy expiration date listed in box "3c", whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder. This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers' Compensation contract of insurance only while the underlying policy is in effect. Please Note: Upon cancellation of the workers' compensation policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder, the business must provide that certificate holder with a new Certificate of Workers' Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers' Compensation Law. Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: Abbv Nolan (Pri-' --- - - ad agent of insurance carrier) Approved by: �5/10/2024 (Signature) (Date) Title: Telephone Number of authorized representative or licensed agent of insurance carrier: Please Note: Only insurance carriers and their licensed agents are authorized to issue Form C-105.2. Insurance brokers are NOT authorized to issue it. C-105.2 (9-17) www.wcb.ny.gov 79954650 1 9-5505B8 1 6/23-6/24 - C105.2 I Erin Celing 1 5/10/2024 10:1202 AM ICDTY I Page 1 of 2 Workers' Compensation Law Section 57. Restriction on issue of permits and the entering into contracts unless compensation is secured. 1. The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in a hazardous employment defined by this chapter, and notwithstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that compensation for all employees has been secured as provided by this chapter. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any compensation to any such employee if so employed. 2. The head of a state or municipal department, board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in a hazardous employment defined by this chapter, notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that compensation for all employees has been secured as provided by this chapter. C-105.2 (9-17) REVERSE 79954650 1 9-550588 1 6/23-6/24 - C105.2 I Erin Celing 1 5/10/2024 10:12:12 AM (CDT) I Page 2 of 2 EXHIBIT X Statement of Special Inspections Project: Verizon Wireless Telecommunications Facility "Sunny View" Location: 111 Wiedmaier Court, Ithaca NY Owner: Verizon Wireless Design Professional in Responsible Charge: Tectonic Engineering Consultants, Geologists, and Land Surveyors, pPC This Statement of Special Inspections is submitted as a condition for permit issuance in accordance with the Special inspection and Structural Testing requirements of the Building Code. It includes a schedule of Special Inspection services applicable to this project as well as the name of the Special Inspection Coordinator and the identity of other approved agencies to be retained for conducting these inspections and tests. This Statement of Special Inspections enco�mpass the following disciplines: M. Structural . u Mechanical/Electrical/Plumbing ❑ Architectural ❑ Other: The Special Inspection Coordinator shall keep records of all inspections and shall furnish inspection reports to the Building Official and the Registered Design Professional in Responsible Charge. Discovered discrepancies shall be brought to the immediate attention of the Contractor for correction. if such discrepancies are not corrected, the discrepancies shall be brought to the attention of the Building Official and the Registered Design Professional in Responsible Charge. The Special Inspection program does not relieve the Contractor of his or her responsibilities. Interim reports shall be submitted to the Building Official and the Registered Design Professional in Responsible Charge, A Final Report of Special Inspections documenting completion of all required Special Inspections, testing and correction of any discrepancies noted in the inspections shall be submitted prior to issuance of a Certificate of Use and Occupancy, Job site safety and means and methods of construction are solely the responsibility of the Contractor. Interim Report Frequency: As respective components of the project Prepared by: are constructed Steven Matthews, PE kLypu or Anne name) 5/16/24 Signature Date Owner's Authorization: Signature Date or ❑ per attached schedule. I Design Pratossional Seal I Building Official's Acceptance: Signature Date CASE Form 101 • Statement of Special Inspections . @CASE 2004 Page Of Qualifications of Inspectors and Testing Technicians The qualifications of all personnel performing Special Inspection and testing activities are subject to the approval of the Building Official. The credentials of all Inspectors and testing technicians shall be provided if requested. Key for Minimum Qualifications of inspection Agents: When the Registered Design Professional in Responsible Charge deems it appropriate that the individual performing a stipulated test or inspection have a specific certification or license as indicated below, such designation shall appear below the Agency Number on the Schedule. PE/SE Structural Engineer — a licensed SE or PE specializing in the design of building structures PE/GE Geotechnical Engineer — a licensed PE specializing in soli mechanics and foundations EIT Engineer -in -Training —a. graduate engineer -who. has. passed- the. Fundamentals of. _ _ Enginae-r rng examination American Concrete Institute (ACI) Certification ~ ACI-CFTT Concrete Field Testing Technician — Grade 1 ACI-CCi Concrete Construction Inspector ACI-LTT Laboratory Testing Technician — Grade 1&2 ACI-STT Strength Testing Technician American Welding Society (AWS) Certification AWS-CWI Certified Welding Inspector AWS/AISC-SSI Certified Structural Steel Inspector American Society of Non -Destructive Testing (ASNT) Certification ASNT Non -Destructive Testing Technician -- Level II or IIi. International Code Council (ICC) Certification ICC-SMSI Structural Masonry Special Inspector ICC-SWSI Structural Steel and Welding Special Inspector ICC-SFSi Spray -Applied Fireproofing Special Inspector ICC-PCSI Prestressed Concrete Special Inspector iCC-RCSI Reinforced Concrete Special Inspector National institute for Certification in Engineering Technologies (NIGET) NIGET-CT Concrete Technician — Levels I, II, ill & IV .NIGET-ST Soils Technician - Levels I, fl, III & IV NIGET-GET Geotechnical Engineering Technician - Levels I, iI, Ii1 & IV Exterior Design Institute (EDi) Certification EDI-EIFS EIFS Third Party Inspector Other CASE Form 101 e Statement of Special Inspections • ©CASE 2004 Quality Assurance Plan rage of Quality Assurance for Seismic Resistance Seismic Design category NOT APPLICABLE' Quality Assurance Plan Required (Y/N) Description of seismic force resisting system and designated seismic systems: 9 Quality Assurance for Wind Requirements Basic Wind Speed (3 second gust) 109 M P H Wind Exposure Category C Quality Assurance Plan Required (Y/N) NO Description of wind force resisting system and designated wind resisting components: N/A - SELF SUPPORTING MONOPOLE TOWER Statement of Responsibility Each contractor responsible for the construction or fabrication of a system or component designated above. must submit a Statement of Responsibility. CASE Form lol • Statement of Special Inspections 0 ©CASE 2004 Page Schedule of inspection of and Testing Agencies This Statement of Special Inspections / Quality Assurance Plan includes the following building systems: Soils and Foundations Cast -In -Place Concrete ❑ ❑ Spray Fire Resistant Material Wood ❑ Precast Concrete Masonry - ❑ Construction Exterior Insulation and Finish System Structural Steel ❑ ❑ Mechanical & Electrical Systems Architecture! Sy stems El Cold -Formed Steel Framin g ❑ Special Cases S ecial inspection Ac 1. Special Inspection Coordinator 2. S. eating Agency 5. Testing 6. Other Firm Address, Telephone, e-mail Tectonic Engineering 36 British American Blvd Consultants, Geologists, & Land Latham, NY Surveyors, DPC • . 518-346-1890 smatthews@tecton icengineerii ectonic Engineering 36 British American Blvd onsultants, Geologists, & Land Latham, NY urveyors, DPC 518-346-1890 smatthews@tectonicengineerii Atlantic Testing Laboratories Reese Tower Services 22 Corporate Drive, Clifton Park, NY 518-383-9144 award@atlantictesting.com 1044 St. John's Road Drums, PA 18222 (570) 359-3293 sales@reesetowerservices. Note: The inspectors and testing agencies shall be engaged by the Owner or the Owner's Agent, and not by 'the Contractor or Subcontractor whose work is to be inspected or tested. Any conflict of interest must be disclosed to the Building Official, prior to commencing work. com CASE Form 101 0 Statement of Special Inspections 0 ®CASE 2004 Soils and Foundations Page of item :�::��Agency"scope Quaff.} 1. shallow Foundations Inspect soils below footings for adequa11 te bearing capacity and PIJJGE consistency with geotechnical report. Inspect removal a e material and preparation of sub cor to placement of controlled fill 2_ Controlled Structural Fill Perform sieve tests (ASTM D422 & D1140) and modified Pr to tests (ASTM D1557) of each source of fill mar�qf �PE/GEInspect placement ess and compacticontrolled Cyr 3. Deep Caisson foundation for tower 4. Load Testing 4. Other: Test density of each lift of fill by nuclear methods (ASTM D2922) Verify extent and slope of fill placement. Inspect and log pile driving operations. Record pile driving PE/GE resistance and verify compliance with driving criteria. Inspect piles far damage from driving and plumbness. Verify pile size, length and accessories. Inspect installation of drilled pier foundations. Verify pier diameter, bell diameter, lengths, embedment into bedrock and suitability of end bearing strata. CASE; Form 101 . Statement of Special Inspections 0 ©CASE 2004 Cast -in -Place Concrete Page of Item Agency # Scope (Qetalifi.) 1. Mix Design Review concrete batch tickets and verify compliance with approved mix design. Verify that water added at the site does not Caisson foundation ACl- CCI exceed that allowed by the mix design. ICC-RCSI 2. Material Certification 3. Reinforcement Installation Inspect size, spacing, cover, positioning and grade of reinforcing steel. Verify that reinforcing bars are free of form oil or other Caisson foundation ACI-CCI deleterious materials.Inspect bar laps and mechanical splices. ICC-RCSI Verb that bars are adequately tied and supported on chairs or sters 4. Post -Tensioning Operations placement, stressing, grouting and protection t- 41nsp—eci sioning tendons. V e correctly positioned, tee and wrapped. Record tendon elongations. 5. Welding of Reinforcing Visually inspect all reinforcing steel welds. Verify weldability of reinforcing steel. Ins ect rf MF­n required AWS-CWI 8. Anchor Rods Inspect size, positioning and embedment of anchor rods. Inspect concrete placement and consolidation around anchors. Monopole tower anchors to caisson foundation 7. Concrete Placement Inspect placement of concrete- Verify that concrete conveyance and depositing avoids segregation or contamination. Verify that Caisson foundation ACl- CCI concrete is properly consolidated. ICC-RCSI S. Sampling and Tes#Ing of Concrete I Test concrete compressive strength (ASTM C31 & C39), slump (ASTM C143), air -content (ASTM C231 or C173) and Caisson foundation ACI-CF7T temperature (A,STMCIp64). ACI-STT 9. Curing and Protection Inspect curing, cold weather protection and hot weather protection procedures. Caisson foundation ACI-CCI ICC-RCSI 10. Other: CASE Farm iol . Statement of Special Inspections • ®CASE 2004 Precast Concrete Page of 'I' " Agency # Scope -- (Qualif.) I. PI t Certification / Quality Review plant operations and quality control Con I Procedures ACI-CCI ❑ Fab 'cator Exempt ICC-RCSI 2. Mix C]esig Inspect concrete batching operations and ve approved mix design ACI-CCI ICC-RCSI S. Material Certificati 4. Reinforcement Installation Inspect size, spacing, positio and grade of reinforcing steel. Verify that reinforcing bar are free of form oil or other ACl-CCI deleterious materials. C-RCSI 5. Prestress Operations Inspect placement, ressing, grouting and protection of prestressing tendAs 8. Connections / Embeddei Items 7. Formwork Geomelry 8. Concrete Placement 9. Sampling and Testing of Concrete 10. Curing and Pro#echo 11. Ere/Prect Elements 12. Oth with Inspect placeme of concrete. Ver� that concrete conveyance and depositing av\1',6.gregation or contamination. Verb that I-CCI concrete is propeolidated . CC-RCSI Test concrete comp ressi strength (AS7M C31 & C39), slump (ASTM C143), air -consent STM C231 or C173) and ACl- CHT temperature (ASTM C1064). ACI-STT Inspect curing, cold weather prat lion and hot weather protection procedures. ACI CCI ICC-RCSI Inspect erection of precast concrete includkg member configuration, connections, welding and gro ing. PFJSE CASE Form 101 . Statement of Special Inspections • ©CASE 2004 Masonry Required Inspection Level: ❑ 1 ❑ 2 Item Agency # Scope (gtt�rlt:.} 1. mal@rjal Certification 2. 3. Installation of 4. 5. Reinforcement 6. 7. Grouting 7. Weather protection 9. Evaluation Strength 10. 11. and Grout Inspect proportioning, mixing and grout. ICC-SMSI I . son Inspect size, layout, bonding and F N I I ICC-SMSI Page of and of masonry units. Inspect construction of mo ar joints including tooling and filling of head joints. \ICMSI 1 n Inspect placem t, positioning and lapping of reinforcing steel. ICC-SMSI specs wel ng of reinforcing steel. AWS-CWI Inspe lacement, anchorage and stressing of prestressing bars. ICC-SMSI Inspect placeme and consolidation of groat. Inspect masonry 1/ccs,clean-outs far high ' growling. ICC SI OOF Inspect cold weather prate on and hot weather protection procedures. Verify that wall vities are protected against ICC-SMSI precipitation. Test compressive strength of mortar grout cube samples (AST M C780). ICC-SMSI Test compressive strength of masonry pris (ASTM 0314). Inspect size, location, spacing and embedment (;dowels, anchors ICC-SMSI and ties. \ CASE Form 101 . Statement of Special Inspections 9 ©CASE 2004 Structural Steel Page of Item I. Fabricator Certification/ Quality Control Procedures ❑ Fabricator Exempt 3. Open Web # Scope Review shop fabrication and quality control AWSIAISC- ICC-SWSI Review certified mill test reports and identification wide flange hapes, high-strength bolt AWSIAISC- electrodes S CC Inspect installation, field welding and bridging o "old 4. Bolting Inspect installation and tightening of high -strength bolts. Yer. that splines have separated from tensi . ertfy AWSfAISC- proper tighten' ontinuous inspection of bolts in rtttcal connections. on 5. Welding Visually inspect all welds. Inspect pre -heat post -heat and rface preparation between passes. V ngt of fillet welds. A WS-C W7 Ultrasonic testing of all full penetration welds. ASNT 6. Shear Connectors Inspect size, number, positioning and welding of she connectors. Inspect suds r ash. Rang test all AWS/AISC- shea z a 3 lb hammer. Bend test all questionable studs to 15 degrees. ICC-SWSI 7. Structural Details Inspect steel frame for compliance with structural including bracing, member an connection details. PF✓SE S. Metal Deck Inspect welding and side -lap fastening of metal roof and floor deck. AWS CW7 9. Other: post installation inspection Inspect all components of tower and antenna mount of monopole tower TIA-222-H installation, including safety climb, branching, mount and related hardware, slipjoints, base plate, and anchor rods. CASE Form 101 . Statement of Special Inspections . ©CASE 2004 Cold -Formed Steel Framing Page of CASE Form 101 . Statement of Special Inspections • ®CASE 2004 Spmy-Applied Fire Resistant Material Page of CASE Form 901 • Statement of Special Inspections + ©CASE 2004 Wood Construction Page of CASE Form 101 9 Statement of Special inspections • ©CASE 2004 Exterior Insulation & Finish Systems (EIFS) Page of CASE Form 101 • Statement of Special Inspections • ©CASE 2004 Mechanical & Electrical Systems Page of Item Agency # Scope (Quali#.) I. Smoke Control 2. Mechanical, HVAC Pi ping S. Electrical System Electrical metering equipment MDIA or equal, 3rd party underwriter 4.Other; CASE Form 101 0 Statement of Special Inspections . ©CASE 2004 Architectural Systems page of CASE Form 101 • Stalement of Special inspections • @CASE 2004 Special Cases Page of CASE Form Iol - Statement of Special Inspections . @CASE 2004