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PB Packet 2025-09-16
TOWN OF ITHACA PLANNING BOARD Shirley A. Raffensperger Board Room, Town Hall 215 North Tioga Street Ithaca, New York 14850 Tuesday, September 16, 2025 6:30 P.M. AGENDA 1. Persons to be heard. 2. PUBLIC HEARING: Consideration of Preliminary & Final Site Plan Approval and Special Permit for the proposed Cornell University College of Veterinary Medicine Wildlife Rehabilitation Aviary, located adjacent to the Janet L. Swanson Wildlife Hospital on Hungerford Hill Road in the Low-Density Residential Zone. The proposal involves the construction of a +/- 6,800 square foot aviary for the rehabilitation of eagles and other large-flighted birds and will include five rehabilitation mews and larger flight area, along with concrete sidewalk connections to the adjacent hospital, a gravel fire access drive, stormwater management facilities, outdoor lighting, and other site improvements. The project is a Type II Action under the State Environmental Quality Review Act and is not subject to environmental review. Cornell University College of Veterinary Medicine, Owner/Applicant; David Kelley-Widmer, Cornell Facilities Project Coordinator, Agent. 3. SEQR Determination: Wonderland 2-Lot Subdivision - 654 Elmira Road. 4. PUBLIC HEARING: Consideration of Preliminary and Final Subdivision Approval for the proposed two-lot subdivision at 654 Elmira Road, located in the Neighborhood Commercial Zone. The project includes subdividing a .12+/- acre parcel from a 4.0+/- acre parcel containing the Rodeway Inn & Suites. The .12+/- acre parcel will be conveyed to the Town of Ithaca for municipal sewer improvements in accordance with the 2024 Inlet Valley Sewer Improvements Project. This is an Unlisted Action under the State Environmental Quality Review Act and is subject to an environmental review. Jamna Hospitality, Inc., Owner; Town of Ithaca, Applicant; David O’Shea, Director of Engineering, Agent. 5. Approval of Minutes. 6. Other Business. 7. Adjournment. C.J. Randall Director of Planning 607-273-1747 Members of the public are welcome to attend meetings in person at Town Hall or virtually via Zoom videoconference at https://us06web.zoom.us/j/83643764382 or by calling (929) 436-2866 and entering Meeting ID: 836 4376 4382. The public will have an opportunity to see and hear the meeting live and provide comments directly to the Board during Persons to be Heard and/or Public Hearing. Written comments can be addressed to the Planning Board (in-person at Town Hall; by mail; or via email at Planning@townithacany.gov) until noon the day of the meeting. Comments addressed to the Board will be distributed to all Board members and Applicant(s). Comments received after the posting of the agenda packet (five business days prior to the meeting) are distributed to the Board on the day of the meeting. Comments are public and become part of the project file. Applications and associated project materials are available on the Town’s website at https://townithacany.gov/meeting-calendar- agendas/ under the calendar meeting date. TOWN OF ITHACA PLANNING BOARD PUBLIC HEARING NOTICE The Planning Board will hold public hearings on Tuesday, September 16, 2025, starting at 6:30 P.M. on the following matters: Consideration of Preliminary & Final Site Plan Approval and Special Permit for the proposed Cornell University College of Veterinary Medicine Wildlife Rehabilitation Aviary, located adjacent to the Janet L. Swanson Wildlife Hospital on Hungerford Hill Road in the Low-Density Residential Zone. The proposal involves the construction of a +/- 6,800 square foot aviary for the rehabilitation of eagles and other large-flighted birds and will include five rehabilitation mews and larger flight area, along with concrete sidewalk connections to the adjacent hospital, a gravel fire access drive, stormwater management facilities, outdoor lighting, and other site improvements. The project is a Type II Action under the State Environmental Quality Review Act and is not subject to environmental review. Cornell University College of Veterinary Medicine, Owner/Applicant; David Kelley-Widmer, Cornell Facilities Project Coordinator, Agent. Consideration of Preliminary and Final Subdivision Approval for the proposed two-lot subdivision at 654 Elmira Road, located in the Neighborhood Commercial Zone. The project includes subdividing a .12+/- acre parcel from a 4.0+/- acre parcel containing the Rodeway Inn & Suites. The .12+/- acre parcel will be conveyed to the Town of Ithaca for municipal sewer improvements in accordance with the 2024 Inlet Valley Sewer Improvements Project. This is an Unlisted Action under the State Environmental Quality Review Act and is subject to an environmental review. Jamna Hospitality, Inc., Owner; Town of Ithaca, Applicant; David O’Shea, Director of Engineering, Agent. Members of the public are welcome to attend meetings in person at Town Hall or virtually via Zoom videoconference at https://us06web.zoom.us/j/83643764382 or by calling (929) 436-2866 and entering Meeting ID: 836 4376 4382. The public will have an opportunity to see and hear the meeting live and provide comments directly to the Board during Persons to be Heard and/or Public Hearing. Written comments can be addressed to the Planning Board (in-person at Town Hall; by mail; or via email at Planning@townithacany.gov) via email until noon the day of the meeting. Comments addressed to the Board will be distributed to all Board members and Applicant(s). Comments received after the posting of the agenda packet (five business days prior to the meeting) are distributed to the Board on the day of the meeting. Comments are public and become part of the project file. C.J. Randall, Director of Planning 1 DEPARTMENT OF PLANNING MEMORANDUM TO: Planning Board Members FROM: Christine Balestra, Senior Planner DATE: September 9, 2025 RE: Preliminary & Final Site Plan, Special Permit- Cornell Wildlife Rehabilitation Aviary Enclosed please find materials related to the proposed Cornell University College of Veterinary Medicine Wildlife Rehabilitation Aviary project, located adjacent to the Janet L. Swanson Wildlife Hospital on Hungerford Hill Road, in the Low Density Residential Zone. The proposal involves the construction of a 6,800+/- square foot aviary for the rehabilitation of eagles and other large-flighted birds. The facility will serve patients of the Swanson Wildlife Hospital, who will ultimately be re-released back into the environment from which they were recovered. The aviary will include five rehabilitation mews/cages and a larger flight area, concrete sidewalk connections to the adjacent hospital, gravel fire access drive, stormwater management facilities, outdoor lighting, and other improvements. The project is permitted with site plan and special permit approval by the Planning Board. According to the application materials, the building is situated and designed to facilitate the rehabilitation of injured and recovering raptors and other large-flighted birds. The building contains open-air wood slatting that is purposely exposed to the elements to allow air flow and assist with refamiliarizing the birds with the outside world . There will be no long-term human occupancy in the structure (no restrooms, offices, etc.), as it is only intended to support recovering patients of the wildlife hospital. Since most raptors are territorial, each bird will have its own mew/cage attached to the larger flight area and will take turns in the flight area. The project is located on two large parcels off Hungerford Hill Road that are owned by Cornell University. The parcels contain existing Cornell Veterinary science research buildings and uses, surrounded by fields, woods, and meadows. The project will be constructed closer to the Snyder Hill Road intersection at Hungerford Hill Road, with the closest residence located approximately 450-feet east, on Dove Drive. The Janet L. Swanson Wildlife Hospital is the only structure on the property that is open to the public (by appointment only, for residents to drop off injured wildlife). There is no proposed signage, and no modification or proposed expansion of the existing hospital parking lot. The project will include a sidewalk connection to the hospital, along with a gravel fire access drive that will extend from Hungerford Hill Road to directly serve the new building. There is also wall pack lighting proposed for the building (specification sheets enclosed) that will comply with Town Code 2 Chapter 173, Outdoor Lighting. The project complies with all dimensional requirements of the Town Code, so no variances are necessary. The project will involve minor land disturbance that will necessitate the creation of a stormwater pollution prevention plan (SWPPP). The applicant has submitted a SWPPP, which has been deemed conceptually adequate by the Town Engineering Department (per Town Code Chapter 228). The applicant has been working with the Engineering Department to finalize pre-treatment requirements for proposed stormwater practices. The attached draft resolution contains a standard condition of approval for the applicant to satisfy SWPPP requirements prior to the issuance of a building permit. Please note that there is no environmental review associated with this project. It is a “Type II” Action, pursuant to the NYS SEQR regulations (6 NYCRR Part 617), because it is considered routine activities of educational institutions, including expansion of existing facilities by less than 10,000 square feet of gross floor area and school closings, but not changes in use related to such closings.” The proposed addition is approximately 7,000 +/- square feet of gross floor area, which is less than the 10,000 square feet of gross floor area that would trigger an environmental review. Nonetheless, there are no steep slopes, wetlands, streams, threatened or endangered plant or animal species, historic or archaeological resources, Unique Natural Areas, or other sensitive environmental characteristics on the project site. The proposed structure will be under 30-feet tall (shorter than many residences), made of natural materials, and located outside designated scenic views. Its potential visual impact on surrounding properties, and overall environmental impacts are anticipated to be negligible. Among the attachments is a draft resolution for the board to consider. Please feel free to contact me if you have questions regarding this proposal by phone at (607) 273-1721, ext. 121, or by email at cbalestra@townithacany.gov. Att. Cc: David Kelley-Widmer, Project Coordinator, Cornell College of Veterinary Medicine Leslie Schill, Director of Campus Planning Pg. 1 PROPOSED RESOLUTION: Preliminary & Final Site Plan Approval, Special Permit Cornell Wildlife Rehabilitation Aviary Hungerford Hill Road Tax Parcel No.’s 61.-1-7.2 & 61.-1-9 Town of Ithaca Planning Board September 16, 2025 WHEREAS: 1. This action is consideration of Preliminary & Final Site Plan Approval and Special Permit for the proposed Cornell University College of Veterinary Medicine Wildlife Rehabilitation Aviary, located adjacent to the Janet L. Swanson Wildlife Hospital on Hungerford Hill Road in the Low Density Residential Zone. The proposal involves the construction of a +/- 6,800 square foot aviary for the rehabilitation of eagles and other large-flighted birds and will include five rehabilitation mews and larger flight area, along with concrete sidewalk connections to the adjacent hospital, a gravel fire access drive, stormwater management facilities, outdoor lighting, and other site improvements. The project is a Type II Action under the State Environmental Quality Review Act and is not subject to environmental review. Cornell University College of Veterinary Medicine, Owner/Applicant; David Kelley- Widmer, Cornell Facilities Project Coordinator, Agent; 2. This is a Type II Action, pursuant to 6 NYCRR Section 617.5(c)(10) of the regulations of the New York State Department of Environmental Conservation promulgated pursuant to the State Environmental Quality Review Act, as the action constitutes “routine activities of educational institutions, including expansion of existing facilities by less than 10,000 square feet of gross floor area and school closings, but not changes in use related to such closings.” Thus, approval of the site plan and special permit are not subject to review under SEQR; 3. Project plans, and related information, were duly delivered to the Tompkins County Planning and Sustainability Department per New York State General Municipal Law §§239- l et seq., and such Department responded in a July 25, 2025, letter from Katherine Borgella, Tompkins County Commissioner of Planning, pursuant to §§239-l, -m, and -n of the New York State General Municipal Law, determining that the proposed action will have no significant county-wide or inter-community impact; and 4. The Planning Board, at a public hearing held on September 16, 2025, has reviewed and accepted as adequate a narrative, a set of drawings titled “Site Development Plans for Cornell University Swanson Wildlife Aviary, Swanson Drive, Town of Ithaca, Tompkins County, New York State,” including sheets C-101, C-102, C-201, C-301, C-302, C-401, C-501, C- 801, C-802, C-901, C-902, L-201, G-000, and A-201, prepared by Bohler Site Civil and Consulting Engineering and Dwyer Architectural, dated 07-07-2025, and most recently revised 9-2-2025; a topographic survey map prepared by C.T. Male Associates, dated May 9, 2025; and other application materials; Pg. 2 NOW THEREFORE BE IT RESOLVED THAT: 1. The Planning Board hereby finds that the Special Permit standards of Article XXIV Section 270-200, Subsections A – H, the Town of Ithaca Code, have been met, specifically that: A. The project will be suitable for the property on which it is proposed, considering the property’s size, location, and physical site characteristics. The properties are collectively over 110 acres in size, and contain Cornell Veterinary research buildings and related facilities, including buildings, parking lots, sidewalks, landscaping, and other site improvements typically found in this type of setting. The proposed project is an extension of the existing wildlife hospital and will be located in an open area adjacent to the hospital that is large enough to accommodate the new building and other improvements. B. The proposed structure design and site layout are compatible with the surrounding area. The proposed addition is compatible with the surrounding properties on which it is proposed. C. Operations in connection with the proposed use do not create any more noise, fumes, vibration, illumination, or other potential nuisances than the operation of any permitted use in the particular zone. There will be temporary vibration, noise, and other potential nuisances associated with the construction of the aviary building. Impacts will be limited to the period associated with construction activities. Proposed illumination is minimal and will comply with Town Code, Chapter 173: Outdoor Lighting. D. Community infrastructure and services, such as police, fire and other protective services, roadways, schools, and water and sewer facilities are currently, or will be, of adequate capacity to accommodate the proposed use. All infrastructure to accommodate the use is of adequate capacity. There will be no increased demand for police, fire, or other protective services due to the project. E. The proposed use, structure design, and site layout will comply with all the provisions of the Town Code and with the Town of Ithaca Comprehensive Plan. F. The site layout, with proposed vehicular, bicycle and pedestrian access, traffic circulation, and parking and loading facilities, is sufficient for the proposed use and is safely designed for emergency vehicles. There are existing vehicle, pedestrian and bicycle facilities associated with the existing buildings and uses. There is no additional parking proposed for the project, as there are no human occupants anticipated. The proposal does include an additional gravel fire access drive that is safely designed for emergency vehicles to access the aviary. G. The project includes sufficient landscaping and/or other forms of buffering to protect surrounding land uses. Existing vegetation is preserved to the extent possible. The project site is located on terrain that has previously been disturbed for construction and is not anticipated to impact any natural features. The project is not situated in a Natural Area or Scenic Viewshed area. The surrounding land uses are Cornell veterinary research structures and lands. Vegetation removal is limited; and landscaping is not needed to buffer surrounding land uses. Pg. 3 H. To the extent deemed relevant by the Planning Board, the proposed use or structure complies with all the criteria applicable to site plan review set forth in Chapter 270, Zoning. 2. The Town of Ithaca Planning Board hereby waives certain requirements for Preliminary and Final Site Plan Approval, as shown on the Preliminary and Final Site Plan Checklists, having determined from the materials presented that such waiver will result in a significant alteration of neither the purpose of site plan control nor the policies enunciated or implied by the Town Board; and 3. The Town of Ithaca Planning Board hereby grants Preliminary and Final Site Plan Approval for the proposed Cornell Wildlife Rehabilitation Aviary on Hungerford Hill Road, as described in the items noted in Whereas #4 above, subject to the following condition: a. Prior to the issuance of a building permit, approval by the Town Engineering Department, of the stormwater pollution prevention plan (SWPPP) fort the project, along with any related pre- or post-treatment stormwater practices. NYS ITS Geospatial Services, Westchester County GIS NYS ITS Geospatial Services, Westchester County GIS Ap prox. loca tio n new Aviary bu ildingSnyderHillRoad Hungerford Hill Road Dove Drive LOCATIONMAPCUWildlifeRehabilitationAviaryHungerfordHillRoadPlanningBoard, August 19, 2025 0 500 1,000250 Feet TP # 6 1.-1 .7.2 ( 9 9 a cres , red outline) TP # 6 1.-1 -9 ( 1 4 a cres , red outline) ORDERING EXAMPLE: VWPH - L30/740 - T3 - DBZ - SDGL - OPTIONS - CONTROL/DIM - UNV ORDERING INFO SERIES LUMENS [1]CRI CCT DISTRIBUTION [2] VWPH Horizontal VWPV Vertical L30 3,000lm L60 6,000lm L85 8,500lm [3] 7 70 8 80 30 3000K 40 4000K 50 5000K T2 Type II T3 Type III TFT Type forward throw FINISH OPTIONS [4]SHIELDING OPTIONS [5] BLK Black (RAL #9004) DBZ DarkbronzeDBRMediumbronzeGRAYStandardgray GRN Green (RAL #6005) SLV Satin aluminum (RAL #9006) WHT White (RAL #9003) CGL Clear tempered glasslensSDGLMicro-prismatic tempered glass lens EM/4W 4-watt integral emergency battery [6] EM/10WC 10-watt emergency, low temperature battery [7] EM/10CEC 10-watt emergency CEC qualified battery [8] SF Single fuse [9] DF Double fuse [10] PC Factory-installed button-style photocell [11] HSGX Empty housing extension used to match units with EM batteries, control sensors, or conduit entry options TP Tamper-resistant Torx head screws [12] CONDUIT ENTRY [13] CR Right side conduit entry CL Left side conduit entry CD Dual conduit entry CTOP Top conduit entry [14] CONTROL DRIVER VOLTAGE See page 4 for ADDITIONAL CONTROL OPTIONS. NoneAVI-IFAC-OA Avi-on wireless fixture control with outdoor antenna [15] DIM Driver with external dimming wires prewired for 0-10V low voltage applications 120 120V 208 208V 240 240V 277 277V UNV 120-277V 347 347V [16] 480 480V [17] ACCESSORIES TPTX-25 TOOL Tamper-resistant tool for Torx head screws. [18] NOTES 1 Lumen output based on 70 CRI/4000K CCT. Actual performance may vary +/-5%, see page 2 for FIXTURE PERFORMANCE DATA. 2 See page 2 for DISTRIBUTION DETAILS. 3 Not available with EM batteries when specified with VWPV. 4 See page 2 for FINISH OPTIONS. 5 See page 2 for FIXTURE DETAILS. 6 120-277V only. VWPV includes housing extension, increases fixture depth. 7 VWPH and 120-277V only. Includes housing extension, increases fixture depth. 8 120-277V only. 9 120V, 277V, or 347V only. 10 208V, 240V, or 480V only. 11 120V, 208V, or 277V only. Right side when viewed from behind fixture. Not available with controls that have daylight sensing capabilities such as OCCWS-FSP-311 and OCCWS-FSP-211 sensors. 12 Silver finish only. Safety screws providing added support to the lens are not tamper-resistant (lens is sealed to the fixture via adhesion). Requires a tamper-resistant tool, see Accessories. 13 Housing extension included, increases fixture depth. Left and right sides when viewed from behind fixture. Provided with 1/2 NPT tapered pipe thread and plug, increases fixture height. Conduit fitting supplied by others. See page 2 for FIXTURE DETAILS. 14 VWPH only. 15 See page 3 for AVI-ON BLUETOOTH WIRELESS CONTROL DETAILS. 16 Includes stepdown transformer. Not available with Avi-on Controls. 17 Includes stepdown transformer. Not available with Avi-on Controls. 18 Ordered separately. Please specify quantity required per project. CATALOG #: TYPE: PROJECT: FEATURES Designed to illuminate sidewalks, entryways, perimeters or facades Intended for use in both uplight and downlight applications Optional tamper-resistant screws for vandal-prone areas Blends seamlessly with a variety of architectural styles Purposefully modeled to allow runoff of dirt and water for an always-clean appearance Precision optics provide multiple distribution options Wireless in-fixture control solutions available Made Right Here® in the USA SPECIFICATIONS HOUSING – Die-cast aluminum enclosure. THERMAL MANAGEMENT – Integral die-cast aluminum heatsink and LED assembly provide passive thermal management. Rated -30ºC to 40ºC ambient operating temperature (-20ºC to 40ºC with EM/10WC; 0°C to 35° C VWPV, 0°C to 37°C VWPH with EM/10CEC; 0ºC to 39ºC with EM/4W).OPTICAL SYSTEM – Precision, injection-molded, refractive acrylic lensing produces standard IES distributions.LED ASSEMBLY – ANSI 3000K, 4000K, or 5000K CCT, minimum 70 CRI.LED DRIVER – 0-10V dimming. ELECTRICAL – 120-277, 347, and 480 VAC input range; 50-60Hz; power factor >. 90; THD <20% at full load. 10kA/ 10kV surge protection standard. Quick-disconnect wiring provided. L70 >60,000 hours per IES TM-21.FINISH – Super durable polyester powder coat bonded to phosphate-free, multi- stage pretreated metal, meets and exceeds AAMA 2604 specifications for outdoor durability.MOUNTING – Surface mounts directly over a 4 maximum outlet box. Must be anchored to adequate structure that can safely support fixture weight (VWPH = 15 lbs, VWPV = 23 lbs).LISTINGS – cCSAus certified as luminaire suitable for wet locations.FCC Class A compliant. IDA Dark- Sky approved (downlight applications only).RoHS compliant.IP65 rated. Title 24 compliant with OCCWS FSP- 311-L_ option.Build America, Buy America (BABA) and Buy American Act (BAA) compliant. Request certification at hew.com/buy-american WARRANTY – 5- year limited warranty, see hew.com/warranty VWPH Front View 5-11/16 H.E. Williams, Inc. Carthage, Missouri www.hew.com 417-358-4065 Designed and Manufactured in the USA Information contained herein is subject to change without notice.Wall Pack Page 1 of 4 VWP LED Voltaire Architectural Wall Pack REV.04/ 11/25.MH FIXTURE PERFORMANCE DATA DISTRIBUTION FLUX (lm)WATTAGE EFFICACY (lm/W)BUG RATING L3 0 T2 3489 27 129.2 B2-UO-G1 T3 3468 128.4 B1-UO-G1 TFT 3325 123.1 B1-UO-G1 L6 0 T2 6414 49 130.9 B2-UO-G1 T3 6470 132.0 B1-UO-G1 TFT 6391 130.4 B2-UO-G1 L8 5 T2 8931 72 124.0 B2-UO-G1 T3 8953 124.3 B2-UO-G2 TFT 8665 120.3 B3-UO-G1 MULTIPLIER TABLES COLOR TEMPERATURE CCT CONVERSION FACTOR 70 C R I 3000K 0.95 4000K 1.00 5000K 1.03 80 C R I 3000K 0.86 4000K 0.91 5000K 0.94 SHIELDING CONVERSION FACTOR CGL 1.00 SDGL 0.98 Photometrics tested in accordance with IESNA LM-79. Results based on 70 CRI/4000K CCT, wattage average for 120V through 277 input, and 25°C ambient temperature. Actual performance may vary +/-5%. To calculate lumen output in emergency mode, multiply the battery wattage by the efficacy. Use multiplier tables to calculate additional options. DISTRIBUTION DETAILS T2 | CGL T2 | SDGL T3 | CGL T3 | SDGL TFT | CGL TFT | SDGL FIXTURE DETAILS VWPH Weight: 15 lbs. Max weight with EM/10WC or HSGX: 27 lbs. Front View Side View Uplight Application EM/10WC | HSGX | CL Options CR Option EM/4W | EM10CEC Options 5-11/16 7-5/8 10-1/2 EMtestswitch Test switch VWPV Weight: 23 lbs Front View Side View Uplight Application EM/4W | EM/10CEC | HSGX | CL Options CR Option 14-3/4 9-3/8 6-5/8 7-3/4 EMtestswitch MOUNTING BOLT PATTERN PC OPTION 4-7/8 3-1/2 2-3/4 FINISH OPTIONS BLACK GREEN MEDIUM BRONZE DARK BRONZE SATIN ALUMINUM GRAY For custom color, please specify RAL code or a manufacturer code swatches, minimum 1 square. H.E. Williams, Inc. Carthage, Missouri www.hew.com 417-358-4065 Designed and Manufactured in the USA Information contained herein is subject to change without notice. Wall Pack Page 2 of 4 VWP LED Voltaire Architectural Wall Pack REV.04/11/25.MH AVI-ON BLUETOOTH WIRELESS CONTROL DETAILS Remote Access Bridge Mobile Apps Remote Management & Monitoring Gateway-free distributed control Contractor friendly installation Occupancy/vacancy/daylight sensing Scalable Virtually unlimited network size Spans small areas to large garages Flexible control strategies Secure Optional cloud connectivity UL IoT platinum security rating DLC 5.0 compliant The Bluetooth® word mark and logos are registered trademarks owned by Bluetooth SIG, Inc. and any use of such marks by Avi-on is under license. Other trademarks and trade names are those of their respective owners.ACCESSORIES NETWORK AVI-RAB-LTE Remote access bridge AVI-NTM Network time manager with battery backup COMMISSIONING & INSTALLATION TOOLS Avi-on mobile apps provide intuitive, quick installation and commissioning. Pro tools are available to qualified installers. Live commissioning training and on-site or remote support by Avi-on must be ordered separately through Avi-on. Commissioning Mobile App Zone Scanner Web App Commissioning Pro App SEE NEXT PAGE FOR ADDITIONAL CONTROL OPTIONS H.E. Williams, Inc. Carthage, Missouri www.hew.com 417-358-4065 Designed and Manufactured in the USA Information contained herein is subject to change without notice. Wall Pack Page 3 of 4 VWP LED Voltaire Architectural Wall Pack REV.04/11/25.MH SENSOR PLACEMENT DETAILS ADDITIONAL CONTROL OPTIONS VWPH only, includes housing extension (increases fixture depth). OCCWS-FSP-311-L_-120/277 Wattstopper PIR motion and daylight sensor, 120/277. Must specify lens: L2, L3, or L7. Factory installed. OCCWS-FSP-211-L_-120/277 Wattstopper PIR motion and daylight sensor, 120/277. Must specify lens: L2, L3, or L7. Factory installed. FSIR-100 Remote controller for 211 sensor. Please specify quantity required per project. Ordered and shipped separately. SPECIFICATIONS TYPE PIR Motion + Daylight MOUNTING HEIGHT 8 – 40 DETECTION ANGLE 360° TEMPERATURE RANGE - 40° to 75°C COMMISSIONING 311 Sensor: App (iOS or Android) 211 Sensor: FSIR-100 Remote SENSOR COVERAGE PATTERNS SENSOR DETAIL L2 8 height: ø48 coverage 0 8 037 2411243711 0 0 20101020 60 Dimensions L2/L3: ø2-3/8 | L7: ø3-1/4 L3 20 height: ø40 coverage 0 39 10 15 5 1520 152039 0 40 L7 40 height: ø100 coverage 27 15 0 H.E. Williams, Inc. Carthage, Missouri www.hew.com 417-358-4065 Designed and Manufactured in the USA Information contained herein is subject to change without notice. Wall Pack Page 4 of 4 VWP LED Voltaire Architectural Wall Pack REV.04/11/25.MH COMMISSIONER Katherine Borgella DEPUTY COMMISSIONER M. Megan McDonald 121 E. Court St, Ithaca, N.Y. 14850 | Phone: (607) 274-5560 | tompkinscountyny.gov/planning Creating and implementing plans that position Tompkins County communities to thrive. July 25, 2025 Christine Balestra, Senior Planner Town of Ithaca 215 North Tioga St. Ithaca, NY 14850 Re: Review Pursuant to §239 -l, -m and -n of New York State General Municipal Law Proposed Action: Special Use Permit and Site Plan for proposed Cornell Wildlife Rehabilitation Aviary Project located on Hungerford Hill Road, Tax Parcel #s 61.-1-7.2 & 61.-1-9, Cornell University, Owner; Leslie Schill, Applicant. Dear Ms. Balestra: This letter acknowledges your referral of the proposed action identified above for review by the Tompkins County Department of Planning and Sustainability pursuant to §239 -l, -m and -n of the New York State General Municipal Law. We have determined the proposed action will have no significant county-wide or inter-community impact. We look forward to receiving notification on the final action taken by your municipality within 30 days of decision, as required by State law. Sincerely, Katherine Borgella, AICP Commissioner of Planning and Sustainability HU NGENFORD HILL ROAD SNYDER HILL ROAD OWNER/DEVELOPER CORNELL UNIVERSITY 930 CAMPUS ROAD ITHACA, NY 14853 607) 253-3060 SITE DEVELOPMENT PLANS SWANSON WILDLIFE AVIARY SWANSON DRIVE TOWN OF ITHACA TOMPKINS COUNTY NEW YORK STATE MAP: 61, BLOCK: 1, LOT: 7.2 & 9 FOR CONTACT: (585) 866-1100 PREPARED BY GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. SHEET INDEX SHEET TITLE SHEET NUMBER COVER SHEET C-101 GENERAL NOTES AND LEGEND C-102 EXISTING CONDITIONS/DEMOLITION PLAN C-201 SITE PLAN C-301 FIRE TRUCK TURNING EXHIBIT C-302 GRADING AND DRAINAGE PLAN C-401 UTILITY PLAN C-501 EROSION AND SEDIMENT CONTROL PLAN C-801 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS C-802 CONSTRUCTION DETAILS C-901 CONSTRUCTION DETAILS C-902 LIGHTING PLAN L-201 TOPOGRAPHIC SURVEY (BY OTHERS)1 OF 1 C-101 COVER SHEET LOCATION MAP SCALE: 1" = 200' SOURCE: NYS GIS CLEARINGHOUSE REFERENCES TOPOGRAPHIC SURVEY: C.T. MALE ASSOCIATES 200 GATEWAY PARK DRIVE, BLDG C SYRACUSE, NY 13220 DATED: 05/09/25 25-0262 ELEVATIONS: NAVD 1988 GEOTECHNICAL INVESTIGATION REPORT: KENNEY GEOTECHNICAL ENGINEERING SERVICES, PLLC P.O. BOX 117 WARNERS, NY 13164 DATED: 05/31/25 ARCHITECTURAL PLAN: DWYER ARCHITECTURAL 110 WEST FAYETTE ST, SUITE 225 SYRACUSE, NY 13202 DATED: 06/27/25 GOVERNING AGENCIES TOWN OF ITHACA PLANNING BOARD 215 NORTH TIOGA STREET ITHACA, NY 14850 PHONE:(607) 273-1721 FAX:(607) 882-2472 TOWN OF ITHACA ENGINEERING DEPARTMENT 114 7 MILE DRIVE ITHACA, NY 14850 PHONE: (607) 273-1721 FAX:(607) 882-2472 THE ABOVE REFERENCED DOCUMENTS ARE INCORPORATED BY REFERENCE AS PART OF THESE PLANS, HOWEVER, BOHLER ENGINEERING DOES NOT CERTIFY THE ACCURACY OF THE WORK REFERENCED OR DERIVED FROM THESE DOCUMENTS, BY OTHERS. REFERENCES AND CONTACTS DI S C L A I M E R Th i s d r a w i n g a n d o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t F u r t h e r B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR P: 2 0 2 5 N Y B 2 5 0 0 4 4 0 0 C A D D R A W I N G S P L A N S E T S C I V I L S I T E P L A N S P C I V L C N D S N Y B 2 5 0 0 4 4 0 0 0 A L A Y O U T C 1 0 1 C O V R GS THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: NYB250044.00-0A GRS RLB 07/07/2025 P-CIVL-CNDS SITE DEVELOPMENT PLANS CORNELL UNIVERSITY PROPOSED WILDLIFE REHABILITATION AVIARY SWANSON DRIVE TOWN OF ITHACA TOMPKINS COUNTY NEW YORK STATE TAX MAP IDS: 61.0-1-7.2 & 61.0-1-9 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 8-12-2025 REVISED PER TOWN COMMENT GRS RLB 9-2-2025 REVISED PER TOWN COMMENT GRS RLB 9-2-2025 PRELIMINARY BOHLER PLANNING, LANDSCAPE ARCHITECTURE, ENGINEERING AND SURVEYING NY, PLLC 70 LINDEN OAKS, THIRD FLOOR ROCHESTER, NY 14625 Phone:(585) 866-1100 www.BohlerEngineering.com TM TH E I N F O R M A T I O N D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P IE D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R O N L Y A P P R O V E D S I G N E D A N D S E A L E D P L A N S S H A L L B E U T IL I Z E D F O R C O N S T R U C T I O N P U R P O S E S SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S TM BO H L E R TH E E D U C A T I O N L A W O F T H E S T A T E O F N E W Y O R K S E C T I O N 7 2 0 9 2 P R O H I B I T S A N Y P E R S O N A L T E R I N G A N Y T H I N G O N T H E S E D R A W I N G S A N D O R T H E A C C O M P A N Y I N G S P E C I F I C A T I O N S U N L E S S I T I S U N D E R T H E D I R E C T I O N O F A L I C E N S E D PR O F E S S I O N A L E N G I N E E R W H E R E S U C H A L T E R A T I O N S A R E M A D E T H E P R O F E S S I O N A L E N G I N E E R M U S T S I G N S E A L D A T E A N D D E S C R I B E T H E F U L L E X T E N T O F T H E A L T E R A T I O N O N T H E D R A W I N G S A N D O R I N T H E S P E C I F I C A T I O N S NEW YORK STATE YOU MUST CALL 811 BEFORE ANY EXCAVATION WHETHER IT'S ON PRIVATE OR PUBLIC LAND. 1-800-962-7962 www.digsafelynewyork.com Know what's below. Callbefore you dig. DEMOLITION NOTES (Rev. 1/2023) 1.THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2.THE CONTRACTOR MUST CONDUCT DEMOLITION/REMOVALS ACTIVITIES IN SUCH A MANNER AS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, WALKWAYS, AND ALL OTHER ADJACENT FACILITIES. THE CONTRACTOR MUST OBTAIN ALL APPLICABLE PERMITS FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY(IES) PRIOR TO THE COMMENCEMENT OF ANY ROAD OPENING OR DEMOLITION ACTIVITIES IN OR ADJACENT TO THE RIGHT-OF-WAY. 3.WHEN DEMOLITION-RELATED ACTIVITIES IMPACT ROADWAYS AND/OR ROADWAY RIGHT-OF-WAY, THE CONTRACTOR MUST PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN CONFORMANCE WITH THE CURRENT FEDERAL HIGHWAY ADMINISTRATION "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD), AND THE FEDERAL, STATE, AND LOCAL REGULATIONS. 4.THE DEMOLITION (AND/OR REMOVALS) PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION AND TO IDENTIFY ONLY CONDITIONS REGARDING ITEMS TO BE DEMOLISHED, REMOVED, AND/OR TO REMAIN. A.THE CONTRACTOR MUST ALSO REVIEW ALL CONSTRUCTION DOCUMENTS AND INCLUDE WITHIN THE DEMOLITION ACTIVITIES ALL INCIDENTAL WORK NECESSARY FOR THE CONSTRUCTION OF THE NEW SITE IMPROVEMENTS. B.THIS PLAN IS NOT INTENDED TO AND DOES NOT PROVIDE DIRECTION REGARDING THE MEANS, METHODS, SEQUENCING, TECHNIQUES AND PROCEDURES TO BE EMPLOYED TO ACCOMPLISH THE WORK. ALL MEANS, METHODS, SEQUENCING, TECHNIQUES AND PROCEDURES TO BE USED MUST BE IN STRICT ACCORDANCE AND CONFORMANCE WITH ALL STATE, FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR MUST COMPLY WITH ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE FOR THE CONTRACTOR AND THE PUBLIC. 5.THE CONTRACTOR MUST PROVIDE ALL "METHODS AND MEANS" NECESSARY TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEMENTS THAT ARE REMAINING ON OR OFF SITE. THE CONTRACTOR, AT THE CONTRACTOR'S SOLE COST, MUST REPAIR ALL DAMAGE TO ALL ITEMS AND FEATURES THAT ARE TO REMAIN. CONTRACTOR MUST USE NEW MATERIAL FOR ALL REPAIRS. CONTRACTOR'S REPAIRS MUST INCLUDE THE RESTORATION OF ALL ITEMS AND FEATURES REPAIRED TO THEIR PRE-DEMOLITION CONDITION, OR BETTER. CONTRACTOR MUST PERFORM ALL REPAIRS AT THE CONTRACTOR'S SOLE EXPENSE. 6.THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. THE CONTRACTOR MUST PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER, COMPLYING WITH ALL OSHA REQUIREMENTS, TO ENSURE PUBLIC AND CONTRACTOR SAFETY AND SAFETY TO ALL PROPERTY ON THE SITE OR ADJACENT OR NEAR TO THE SAME. 7.THE CONTRACTOR IS RESPONSIBLE FOR JOB SITE SAFETY, WHICH MUST INCLUDE, BUT IS NOT LIMITED TO, THE INSTALLATION AND MAINTENANCE OF BARRIERS, FENCING, OTHER APPROPRIATE AND/OR NECESSARY SAFETY FEATURES AND ITEMS NECESSARY TO PROTECT THE PUBLIC FROM AREAS OF CONSTRUCTION AND CONSTRUCTION ACTIVITIES. THE CONTRACTOR MUST SAFEGUARD THE SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF ALL UNAUTHORIZED PERSONS AT ANY TIME, TO OR NEAR THE DEMOLITION AREA. 8.PRIOR TO THE COMMENCEMENT OF ANY SITE ACTIVITY AND ANY DEMOLITION ACTIVITY, THE CONTRACTOR MUST, IN WRITING, RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS AND/OR SPECIFICATIONS, ALL CONCERNS OR QUESTIONS REGARDING THE APPLICABLE SAFETY STANDARDS, AND/OR THE SAFETY OF THE CONTRACTOR AND/OR THIRD PARTIES IN PERFORMING THE WORK ON THIS PROJECT. ANY SUCH CONCERNS MUST BE CONVEYED TO THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING AND MUST ADDRESS ALL ISSUES AND ITEMS RESPONDED TO, BY THE PROFESSIONAL OF RECORD AND BY BOHLER, IN WRITING. ALL DEMOLITION ACTIVITIES MUST BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS AND ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, RULES, REQUIREMENTS, STATUTES, ORDINANCES AND CODES. 9.THE CONTRACTOR MUST BECOME FAMILIAR WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AND/OR DISCONNECTION AS IDENTIFIED OR REQUIRED FOR THE PROJECT. THE CONTRACTOR MUST PROVIDE THE OWNER WITH WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED, REMOVED AND/OR ABANDONED IN ACCORDANCE WITH THE JURISDICTION AND UTILITY COMPANY REQUIREMENTS AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. 10.PRIOR TO COMMENCING ANY DEMOLITION, THE CONTRACTOR MUST: A.OBTAIN ALL REQUIRED PERMITS AND MAINTAIN THE SAME ON SITE FOR REVIEW BY THE PROFESSIONAL OF RECORD AND ALL PUBLIC AGENCIES WITH JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK, AND DEMOLITION WORK. B.NOTIFY, AT A MINIMUM, THE MUNICIPAL ENGINEER, DESIGN ENGINEER, AND LOCAL SOIL CONSERVATION JURISDICTION, AT LEAST 72 BUSINESS HOURS PRIOR TO THE COMMENCEMENT OF WORK. C.INSTALL THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO SITE DISTURBANCE, AND MAINTAIN SAID CONTROLS UNTIL SITE IS STABILIZED D.IN ACCORDANCE WITH STATE LAW, THE CONTRACTOR MUST CALL THE STATE ONE-CALL DAMAGE PROTECTION SYSTEM FOR UTILITY MARK OUT, IN ADVANCE OF ANY EXCAVATION. E.LOCATE AND PROTECT ALL UTILITIES AND SERVICES, INCLUDING BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN AND ADJACENT TO THE LIMITS OF PROJECT ACTIVITIES. THE CONTRACTOR MUST USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL UNDERGROUND UTILITIES. F.PROTECT AND MAINTAIN IN OPERATION, ALL ACTIVE UTILITIES AND SYSTEMS THAT ARE NOT BEING REMOVED DURING ANY DEMOLITION ACTIVITIES. G.ARRANGE FOR AND COORDINATE WITH THE APPLICABLE UTILITY SERVICE PROVIDER(S) FOR THE TEMPORARY OR PERMANENT TERMINATION OF SERVICE REQUIRED BY THE PROJECT PLANS AND SPECIFICATIONS REGARDING THE METHODS AND MEANS TO CONSTRUCT SAME. THESE ARE NOT THE PROFESSIONAL OF RECORD'S OR BOHLER RESPONSIBILITY. IN THE EVENT OF ABANDONMENT, THE CONTRACTOR MUST PROVIDE THE UTILITY ENGINEER AND OWNER WITH IMMEDIATE WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTIONAL AND UTILITY COMPANY REQUIREMENTS. H.ARRANGE FOR AND COORDINATE WITH THE APPLICABLE UTILITY SERVICE PROVIDER(S) REGARDING WORKING "OFF-PEAK" HOURS OR ON WEEKENDS AS NECESSARY OR AS REQUIRED TO MINIMIZE THE IMPACT ON, OF, AND TO THE AFFECTED PARTIES. WORK REQUIRED TO BE PERFORMED "OFF-PEAK" IS TO BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. I.IN THE EVENT THE CONTRACTOR DISCOVERS ANY HAZARDOUS MATERIAL, THE REMOVAL OF WHICH IS NOT ADDRESSED IN THE PROJECT PLANS AND SPECIFICATIONS OR THE CONTRACT WITH THE OWNER/DEVELOPER, THE CONTRACTOR MUST IMMEDIATELY CEASE ALL WORK IN THE AREA OF DISCOVERY, AND IMMEDIATELY NOTIFY, IN WRITING AND VERBALLY, THE OWNER, PROFESSIONAL OF RECORD AND BOHLER, THE DISCOVERY OF SUCH MATERIALS TO PURSUE PROPER AND COMPLIANT REMOVAL OF SAME. 11.THE CONTRACTOR MUST NOT PERFORM ANY EARTH MOVEMENT ACTIVITIES, DEMOLITION OR REMOVAL OF FOUNDATION WALLS, FOOTINGS, OR OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE, UNLESS SAME IS IN STRICT ACCORDANCE AND CONFORMANCE WITH THE PROJECT PLANS AND SPECIFICATIONS, OR PURSUANT TO THE WRITTEN DIRECTION OF THE OWNER'S STRUCTURAL OR GEOTECHNICAL ENGINEER. 12.DEMOLITION ACTIVITIES AND EQUIPMENT MUST NOT USE OR INCLUDE AREAS OUTSIDE THE DEFINED PROJECT LIMIT LINE, WITHOUT SPECIFIC WRITTEN PERMISSION AND AUTHORITY OF AND FROM THE OWNER AND ALL GOVERNMENTAL AGENCIES WITH JURISDICTION. 13.THE CONTRACTOR MUST BACKFILL ALL EXCAVATION RESULTING FROM, OR INCIDENTAL TO, DEMOLITION ACTIVITIES. BACKFILL MUST BE ACCOMPLISHED WITH APPROVED BACKFILL MATERIALS AND MUST BE SUFFICIENTLY COMPACTED TO SUPPORT ALL NEW IMPROVEMENTS AND MUST BE PERFORMED IN COMPLIANCE WITH THE RECOMMENDATIONS AND GUIDANCE ARTICULATED IN THE GEOTECHNICAL REPORT. BACKFILLING MUST OCCUR IMMEDIATELY AFTER DEMOLITION ACTIVITIES AND MUST BE PERFORMED SO AS TO PREVENT WATER ENTERING THE EXCAVATION. FINISHED SURFACES MUST BE GRADED TO PROMOTE POSITIVE DRAINAGE. THE CONTRACTOR IS RESPONSIBLE FOR COMPACTION TESTING AND MUST SUBMIT SUCH REPORTS AND RESULTS TO THE PROFESSIONAL OF RECORD AND THE OWNER. 14.EXPLOSIVES MUST NOT BE USED WITHOUT PRIOR WRITTEN CONSENT FROM BOTH THE OWNER AND ALL APPLICABLE, NECESSARY AND REQUIRED GOVERNMENTAL AUTHORITIES. PRIOR TO COMMENCING ANY EXPLOSIVE PROGRAM AND/OR ANY DEMOLITION ACTIVITIES, THE CONTRACTOR MUST ENSURE AND OVERSEE THE INSTALLATION OF ALL OF THE REQUIRED PERMIT AND EXPLOSIVE CONTROL MEASURES THAT THE FEDERAL, STATE, AND LOCAL GOVERNMENTS REQUIRE. THE CONTRACTOR IS ALSO RESPONSIBLE TO CONDUCT AND PERFORM ALL INSPECTION AND SEISMIC VIBRATION TESTING THAT IS REQUIRED TO MONITOR THE EFFECTS ON ALL LOCAL STRUCTURES AND THE LIKE. 15.IN ACCORDANCE WITH FEDERAL, STATE, AND/OR LOCAL STANDARDS, THE CONTRACTOR MUST USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR. AFTER THE DEMOLITION IS COMPLETE, THE CONTRACTOR MUST CLEAN ALL ADJACENT STRUCTURES AND IMPROVEMENTS TO REMOVE ALL DUST AND DEBRIS WHICH THE DEMOLITION OPERATIONS CAUSE. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR PRE-DEMOLITION" CONDITION AT CONTRACTOR'S SOLE COST. 16.PAVEMENT MUST BE SAW CUT IN STRAIGHT LINES. ALL DEBRIS FROM REMOVAL OPERATIONS MUST BE REMOVED FROM THE SITE AT THE TIME OF EXCAVATION. STOCKPILING OF DEBRIS OUTSIDE OF APPROVED AREAS WILL NOT BE PERMITTED, INCLUDING BUT NOT LIMITED TO, THE PUBLIC RIGHT-OF-WAY. 17.THE CONTRACTOR MUST MAINTAIN A RECORD SET OF PLANS WHICH INDICATES THE LOCATION OF EXISTING UTILITIES THAT ARE CAPPED, ABANDONED IN PLACE, OR RELOCATED DUE TO DEMOLITION ACTIVITIES. THIS RECORD DOCUMENT MUST BE PREPARED IN A NEAT AND WORKMAN-LIKE MANNER AND TURNED OVER TO THE OWNER/DEVELOPER UPON COMPLETION OF THE WORK, ALL OF WHICH IS AT THE CONTRACTOR'S SOLE COST. 18.THE CONTRACTOR MUST EMPTY, CLEAN AND REMOVE FROM THE SITE ALL UNDERGROUND STORAGE TANKS, IF ENCOUNTERED, IN ACCORDANCE WITH FEDERAL, STATE, COUNTY AND LOCAL REQUIREMENTS, PRIOR TO CONTINUING CONSTRUCTION IN THE AREA AROUND THE TANK WHICH EMPTYING, CLEANING AND REMOVAL ARE AT THE CONTRACTOR'S SOLE COST. SITE LAYOUT NOTES (Rev. 1/2020) 1.THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2.PRIOR TO THE COMMENCEMENT OF GENERAL CONSTRUCTION, THE CONTRACTOR MUST INSTALL SOIL EROSION CONTROL AND ANY STORMWATER POLLUTION PREVENTION PLAN (SWPPP) MEASURES NECESSARY, AS INDICATED ON THE APPROVED SOIL EROSION AND SEDIMENT CONTROL PLAN AND IN ACCORDANCE WITH APPLICABLE AND/OR APPROPRIATE AGENCIES' GUIDELINES TO PREVENT SEDIMENT AND/OR LOOSE DEBRIS FROM WASHING ONTO ADJACENT PROPERTIES OR THE RIGHT OF WAY. 3.ALL DIRECTIONAL/TRAFFIC SIGNING AND PAVEMENT STRIPING MUST CONFORM TO THE LATEST STANDARDS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND ANY APPLICABLE STATE OR LOCALLY APPROVED SUPPLEMENTS, GUIDELINES, RULES, REGULATIONS, STANDARDS AND THE LIKE. 4.THE LOCATIONS OF PROPOSED UTILITY POLES AND TRAFFIC SIGNS SHOWN ON THE PLANS ARE SCHEMATIC AND PRELIMINARY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR FIELD-VERIFYING THEIR LOCATION. THE CONTRACTOR MUST COORDINATE THE RELOCATION OF TRAFFIC SIGNS WITH THE ENTITY WITH JURISDICTION OVER THE PROJECT. 5.ALL DIMENSIONS SHOWN ARE TO BOTTOM FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF BUILDING, EXCEPT WHEN DIMENSION IS TO A PROPERTY LINE, STAKE OUT OF LOCATIONS OF INLETS, LIGHT POLES, ETC. MUST BE PERFORMED IN STRICT ACCORDANCE WITH THE DETAILS, UNLESS NOTED CLEARLY OTHERWISE. GRADING NOTES (Rev. 1/2023) 1.THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2.SITE GRADING MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AS REFERENCED IN THIS PLAN SET. IF NO GEOTECHNICAL REPORT HAS BEEN REFERENCED, THE CONTRACTOR MUST HAVE A GEOTECHNICAL ENGINEER PROVIDE WRITTEN SPECIFICATIONS AND RECOMMENDATIONS PRIOR TO THE CONTRACTOR COMMENCING THE GRADING WORK. THE CONTRACTOR MUST FOLLOW THE REQUIREMENTS OF ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS, WHICH HAVE JURISDICTION OVER THIS PROJECT. 3.THE CONTRACTOR IS REQUIRED TO SECURE ALL NECESSARY AND/OR REQUIRED PERMITS AND APPROVALS FOR ALL OFF-SITE MATERIAL SOURCES AND DISPOSAL FACILITIES. THE CONTRACTOR MUST SUPPLY A COPY OF APPROVALS TO THE PROFESSIONAL OF RECORD, BOHLER AND THE OWNER PRIOR TO THE CONTRACTOR COMMENCING ANY WORK. 4.THE CONTRACTOR IS FULLY RESPONSIBLE FOR VERIFYING EXISTING TOPOGRAPHIC INFORMATION AND UTILITY INVERT ELEVATIONS PRIOR TO COMMENCING ANY CONSTRUCTION. SHOULD DISCREPANCIES BETWEEN THE PLANS AND INFORMATION OBTAINED THROUGH FIELD VERIFICATIONS BE IDENTIFIED OR EXIST, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING. 5.THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND REPLACING ALL UNSUITABLE MATERIALS WITH SUITABLE MATERIALS AS SPECIFIED IN THE GEOTECHNICAL REPORT. THE CONTRACTOR MUST COMPACT ALL EXCAVATED OR FILLED AREAS IN STRICT ACCORDANCE WITH THE GEOTECHNICAL REPORT'S GUIDANCE. MOISTURE CONTENT AT TIME OF PLACEMENT MUST BE SUBMITTED IN A COMPACTION REPORT PREPARED BY A QUALIFIED GEOTECHNICAL ENGINEER, REGISTERED WITH THE STATE WHERE THE WORK IS PERFORMED. THIS REPORT MUST VERIFY THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES WHICH ARE IN EFFECT AND WHICH ARE APPLICABLE TO THE PROJECT. SUBBASE MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT MUST BE FREE OF ORGANICS AND OTHER UNSUITABLE MATERIALS. SHOULD SUBBASE BE DEEMED UNSUITABLE BY OWNER/DEVELOPER, OR OWNER/DEVELOPER'S REPRESENTATIVE, SUBBASE MUST BE REMOVED AND FILLED WITH APPROVED FILL MATERIAL, COMPACTED AS THE GEOTECHNICAL REPORT DIRECTS. EARTHWORK ACTIVITIES INCLUDING, BUT NOT LIMITED TO, EXCAVATION, BACKFILL, AND COMPACTING MUST COMPLY WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. EARTHWORK ACTIVITIES MUST COMPLY WITH THE STANDARD STATE DOT SPECIFICATIONS FOR ROADWAY CONSTRUCTION (LATEST EDITION) AND ANY AMENDMENTS OR REVISIONS THERETO. 6.IN THE EVENT OF A DISCREPANCY(IES) AND/OR A CONFLICT(S) BETWEEN PLANS, OR RELATIVE TO OTHER PLANS, THE GRADING PLAN TAKES PRECEDENCE AND CONTROLS. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, OF ANY DISCREPANCY(IES) AND/OR CONFLICT(S). 7.THE CONTRACTOR IS RESPONSIBLE TO IMPORT FILL OR EXPORT EXCESS MATERIAL AS NECESSARY TO CONFORM TO THE PROPOSED GRADING, AND TO BACKFILL EXCAVATIONS FOR THE INSTALLATION OF UNDERGROUND IMPROVEMENTS. ACCESSIBILITY DESIGN GUIDELINES (Rev. 1/2023) 1.ALL ACCESSIBLE (A.K.A. ADA) COMPONENTS AND ACCESSIBLE ROUTES MUST BE CONSTRUCTED TO MEET, AT A MINIMUM, THE MORE STRINGENT OF: (A) THE REQUIREMENTS OF THE "AMERICANS WITH DISABILITIES ACT" (ADA) CODE (42 U.S.C. § 12101 ET SEQ. AND 42 U.S.C. § 4151 ET SEQ.); AND (B) ANY APPLICABLE LOCAL AND STATE GUIDELINES, AND ANY AND ALL AMENDMENTS TO BOTH, WHICH ARE IN EFFECT WHEN THESE PLANS WERE COMPLETED. 2.THE CONTRACTOR MUST REVIEW ALL DOCUMENTS REFERENCED IN THESE NOTES FOR ACCURACY, COMPLIANCE AND CONSISTENCY WITH INDUSTRY GUIDELINES. 3.THE CONTRACTOR MUST EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF ACCESSIBLE (ADA) COMPONENTS AND ACCESSIBLE ROUTES FOR THE SITE. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE OF TRAVEL FROM PARKING SPACES, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, AND INTER-BUILDING ACCESS, TO POINTS OF ACCESSIBLE BUILDING ENTRANCE/EXIT, MUST COMPLY WITH THE ACCESSIBLE GUIDELINES AND REQUIREMENTS WHICH INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: A.ACCESSIBLE PARKING SPACES AND ACCESS AISLES SLOPES MUST NOT EXCEED 1:50 (2.0%) IN ANY DIRECTION. B.PATH OF TRAVEL ALONG ACCESSIBLE ROUTE MUST PROVIDE A 36-INCHES MINIMUM WIDTH (48-INCHES PREFERRED), OR AS SPECIFIED BY THE GOVERNING AGENCY. UNOBSTRUCTED WIDTH OF TRAVEL (CAR OVERHANGS AND/OR HANDRAILS) MUST NOT REDUCE THIS MINIMUM WIDTH. THE SLOPE MUST NOT EXCEED 1:20 (5.0%) IN THE DIRECTION OF TRAVEL AND MUST NOT EXCEED 1:50 (2.0%) IN CROSS SLOPE. WHERE ACCESSIBLE PATH OF TRAVEL IS GREATER THAN 1:20 (5.0%), AN ACCESSIBLE RAMP MUST BE PROVIDED. ALONG THE ACCESSIBLE PATH OF TRAVEL, OPENINGS MUST NOT EXCEED 1/2-INCH IN WIDTH. VERTICAL CHANGES OF UP TO 1/2-INCH ARE PERMITTED ONLY IF THEY INCLUDES A 1/4-INCH BEVEL AT A SLOPE NOT STEEPER THAN 1:2. NO VERTICAL CHANGES OVER 1/4-INCH ARE PERMITTED. C.ACCESSIBLE RAMPS MUST NOT EXCEED A SLOPE OF 1:12 (8.3%) AND A RISE OF 30-INCHES. LEVEL LANDINGS MUST BE PROVIDED AT EACH END OF ACCESSIBLE RAMPS. LANDING MUST PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES, AND MUST NOT EXCEED 1:50 (2.0%) SLOPE IN ANY DIRECTION. RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT LANDINGS MUST HAVE A CLEAR LANDING OF A MINIMUM OF 60-INCHES BY 60-INCHES. HAND RAILS ON BOTH SIDES OF THE RAMP MUST BE PROVIDED ON AN ACCESSIBLE RAMP WITH A RISE GREATER THAN 6-INCHES. D.ACCESSIBLE CURB RAMPS MUST NOT EXCEED A SLOPE OF 1:12 (8.3%). WHERE FLARED SIDES ARE PROVIDED, THEY MUST NOT EXCEED 1:10 (10%) SLOPE. LEVEL LANDING MUST BE PROVIDED AT RAMPS TOP AT A MINIMUM OF 36-INCHES LONG 48-INCHES PREFERRED). IN ALTERATIONS, WHEN THERE IS NO LANDING AT THE TOP, FLARE SIDES SLOPES MUST NOT EXCEED A SLOPE OF 1:12 (8.3%). E.DOORWAY LANDINGS AREAS MUST BE PROVIDED ON THE EXTERIOR SIDE OF ANY DOOR LEADING TO AN ACCESSIBLE PATH OF TRAVEL. THIS LANDING MUST BE SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50 (2.0%) FOR POSITIVE DRAINAGE. THIS LANDING AREA MUST BE NO FEWER THAN 60-INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE CLEARLY PERMITTED BY ACCESSIBLE STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICC/ANSI A117.1-2009 AND OTHER REFERENCES INCORPORATED BY CODE). F.WHEN THE PROPOSED CONSTRUCTION INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TO ACCESSIBLE COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, THE CONTRACTOR MUST VERIFY ALL EXISTING ELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, OF ANY DISCREPANCIES AND/OR FIELD CONDITIONS THAT DIFFER IN ANY WAY OR IN ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS BEFORE COMMENCING ANY WORK. CONSTRUCTED IMPROVEMENTS MUST FALL WITHIN THE MAXIMUM AND MINIMUM LIMITATIONS IMPOSED BY THE BARRIER FREE REGULATIONS AND THE ACCESSIBLE GUIDELINES. G.THE CONTRACTOR MUST VERIFY ALL OF THE SLOPES OF THE CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY NON-CONFORMANCE EXISTS OR IS OBSERVED OR DISCOVERED, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, PRIOR TO POURING CONCRETE. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND/OR REPLACE NON-CONFORMING CONCRETE AND/OR PAVEMENT SURFACES. 4.IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION TO ENSURE SAME IS CONSISTENT WITH THE LOCAL BUILDING CODE PRIOR TO COMMENCING CONSTRUCTION. DRAINAGE AND UTILITY NOTES (Rev. 3/2023) 1.THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2.LOCATIONS OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE, AND THE CONTRACTOR MUST INDEPENDENTLY VERIFY AND CONFIRM THOSE LOCATIONS AND SERVICES WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCING ANY CONSTRUCTION OR EXCAVATION. THE CONTRACTOR MUST INDEPENDENTLY VERIFY AND CONFIRM ALL SANITARY CONNECTION POINTS AND ALL OTHER UTILITY SERVICE CONNECTION POINTS IN THE FIELD, PRIOR TO COMMENCING ANY CONSTRUCTION. THE CONTRACTOR MUST REPORT ALL DISCREPANCIES, ERRORS AND OMISSIONS IN WRITING, TO THE PROFESSIONAL OF RECORD AND BOHLER. 3.THE CONTRACTOR MUST VERTICALLY AND HORIZONTALLY LOCATE ALL UTILITIES AND SERVICES INCLUDING, BUT NOT LIMITED TO, GAS, WATER, ELECTRIC, SANITARY AND STORM, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE OR WORK SPACE, WHICHEVER IS GREATER. THE CONTRACTOR MUST USE, REFER TO, AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL OF THE UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO ANY EXISTING UTILITIES WHICH OCCUR DURING CONSTRUCTION, AT NO COST TO THE OWNER AND AT CONTRACTOR'S SOLE COST AND EXPENSE. THE CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH DAMAGE TO ANY EXISTING UTILITIES WHICH OCCURS DURING CONSTRUCTION. 4.THE CONTRACTOR MUST FIELD VERIFY THE PROPOSED INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND UTILITIES BY USING A TEST PIT TO CONFIRM EXACT DEPTH, PRIOR TO COMMENCEMENT OF CONSTRUCTION. 5.STORMWATER ROOF DRAIN LOCATIONS ARE BASED ON ARCHITECTURAL PLANS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING LOCATIONS, SIZE, AND MATERIAL OF SAME BASED UPON FINAL ARCHITECTURAL PLANS. 6.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING SITE PLAN DOCUMENTS AND ARCHITECTURAL PLANS FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS; GREASE TRAP REQUIREMENTS; AND DETAILS, DOOR ACCESS, AND EXTERIOR GRADING. THE ARCHITECT WILL DETERMINE THE UTILITY SERVICE SIZES. THE CONTRACTOR MUST COORDINATE INSTALLATION OF UTILITY SERVICES WITH THE INDIVIDUAL COMPANIES TO AVOID CONFLICTS AND TO ENSURE THAT PROPER DEPTHS ARE ACHIEVED. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT INSTALLATION OF ALL IMPROVEMENTS COMPLIES WITH ALL UTILITY REQUIREMENTS OF THE APPLICABLE JURISDICTION AND REGULATORY AGENCIES AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES AND, FURTHER, IS RESPONSIBLE FOR COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE A CONFLICT(S) EXISTS BETWEEN THESE DOCUMENTS AND THE ARCHITECTURAL PLANS, OR WHERE ARCHITECTURAL PLAN UTILITY CONNECTION POINTS DIFFER, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, AND PRIOR TO CONSTRUCTION, MUST RESOLVE SAME. 7.ALL FILL, COMPACTION, AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION MUST BE EXACTLY AS PER THE RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND THE CONTRACTOR MUST COORDINATE SAME WITH THE APPLICABLE UTILITY COMPANY SPECIFICATIONS. WHEN THE PROJECT DOES NOT HAVE GEOTECHNICAL RECOMMENDATIONS, FILL AND COMPACTION MUST COMPLY WITH APPLICABLE REQUIREMENTS AND SPECIFICATIONS. THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR DESIGN OF TRENCH BACKFILL OR FOR COMPACTION REQUIREMENTS 8.DURING THE INSTALLATION OF SANITARY, STORM, AND ALL UTILITIES, THE CONTRACTOR MUST MAINTAIN A CONTEMPORANEOUS AND THOROUGH RECORD OF CONSTRUCTION TO IDENTIFY THE AS-INSTALLED LOCATIONS OF ALL UNDERGROUND INFRASTRUCTURE. THE CONTRACTOR MUST CAREFULLY NOTE ANY INSTALLATIONS THAT DEVIATE, IN ANY RESPECT, FROM THE INFORMATION CONTAINED IN THESE PLANS. THIS RECORD MUST BE KEPT ON A CLEAN COPY OF THE APPROPRIATE PLAN(S), WHICH THE CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER IMMEDIATELY UPON THE COMPLETION OF WORK. 9.THE CONTRACTOR MUST ENSURE THAT ALL UTILITY TRENCHES LOCATED IN EXISTING PAVED ROADWAYS INCLUDING SANITARY, WATER AND STORM SYSTEMS, ARE REPAIRED IN ACCORDANCE WITH REFERENCED MUNICIPAL, COUNTY AND OR STATE DOT DETAILS AS APPLICABLE. THE CONTRACTOR MUST COORDINATE INSPECTION AND APPROVAL OF COMPLETED WORK WITH THE AGENCY WITH JURISDICTION OVER SAME. 10.FINAL LOCATIONS OF PROPOSED UTILITY POLES, AND/ OR POLES TO BE RELOCATED ARE AT THE SOLE DISCRETION OF THE RESPECTIVE UTILITY COMPANY, REGARDLESS OF WHAT THIS PLAN DEPICTS. 11.WATER SERVICE MATERIALS, BURIAL DEPTH, AND COVER REQUIREMENTS MUST BE SPECIFIED BY THE LOCAL UTILITY COMPANY. THE CONTRACTOR MUST CONTACT THE APPLICABLE MUNICIPALITY TO CONFIRM THE PROPER WATER METER AND VAULT, PRIOR TO COMMENCING CONSTRUCTION. 12.THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT MUST BE ADJUSTED, AS NECESSARY, TO MATCH PROPOSED FINISHED GRADES WITH NO TRIPPING OR SAFETY HAZARD IN ACCORDANCE WITH ALL APPLICABLE STANDARDS, REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. OUTSIDE SOURCE NOTES (Rev. 11/2023) ANY INFORMATION, DRAWINGS, DATA, PLANS, SPECIFICATIONS, MATERIALS, FIGURES, DOCUMENTATION, REPORTS, AND THE LIKE WHICH IS INDICATED TO HAVE BEEN PREPARED “BY OTHERS” (HEREIN, “BY OTHERS REPORTS, DOCUMENTS AND DETAILS”) HAS BEEN OR WILL BE CREATED, DEVELOPED, PREPARED, PERFORMED, AND ANALYZED BY AN ENTITY OR PARTY OTHER THAN THE “BOHLER” ENTITY INVOLVED WITH THIS PROJECT. THE “BOHLER” ENTITY IS NOT IN ANY WAY RESPONSIBLE FOR THE BY OTHERS REPORTS, DOCUMENTS AND DETAILS EVEN IF/WHERE INCLUDED IN THE “BOHLER” ENTITY'S PLANS, REPORTS, ETC. SAME HAS BEEN INCLUDED ON THIS PLAN FOR THE CONVENIENCE, ONLY, OF THE PROJECT OWNER, DEVELOPERS, CONTRACTORS AND CONSULTANTS AND IN ORDER TO COORDINATE THE “BOHLER” ENTITY'S DESIGN WITH THAT OF “OTHERS”. THE “BOHLER” ENTITY HAS ASSUMED, FOR PURPOSES OF THIS PLAN, THAT THE BY OTHERS REPORTS, DOCUMENTS AND DETAILS ARE CURRENT AND, IF APPLICABLE, PREPARED IN STRICT ACCORDANCE WITH ALL APPLICABLE COUNTY, STATE, FEDERAL AND OTHER STATUTES, LAWS, RULES, REGULATIONS, ORDINANCES AND THE LIKE. THE “BOHLER” ENTITY SPECIFICALLY DISCLAIMS ANY AND ALL LIABILITY AND RESPONSIBILITY FOR BY OTHERS REPORTS, DOCUMENTS AND DETAILS. THE ENTITY OR PERSON WHO CREATED THE INFORMATION CONTAINED IN THE BY OTHERS REPORTS, DOCUMENTS AND DETAILS (EXCLUDING INFORMATION AND/OR DETAILS SOLELY SUPPLIED BY A JURISDICTION AND/OR GOVERNING BODY) AGREES BY PARTICIPATING IN THIS PROJECT, RECEIVING, REVIEWING, USING AND/OR RELYING UPON THIS DOCUMENT, AND/OR BY AGREEING TO THE PROJECT OWNER/DEVELOPER'S CONTRACT DOCUMENTS, TO DEFEND, INDEMNIFY, PROTECT AND HOLD HARMLESS THE “BOHLER” ENTITY THAT PREPARED THIS DOCUMENT AND ITS EMPLOYEES FOR ANY AND ALL DAMAGES, INJURIES, COSTS, EXPENSES AND THE LIKE, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, WHICH THE “BOHLER” ENTITY AND/OR ITS EMPLOYEES SUFFER OR INCUR AS A RESULT OF INCLUDING ANY BY OTHERS REPORTS, DOCUMENTS AND DETAILS IN AND ON OR IN THIS PLAN. ANYONE OR ANY ENTITY WHO RECEIVED, RELIES UPON AND/OR USES THIS PLAN, AGREES TO HOLD THE “BOHLER” ENTITY AND ITS EMPLOYEES HARMLESS FROM ANY CLAIMS, DAMAGES, INJURIES, COSTS AND EXPENSES, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, FOR ANY DAMAGES, INJURIES, COSTS, EXPENSES AND THE LIKE, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, WHICH IT OR THEY SUFFER OR INCUR AS A RESULT OF THE ANY BY OTHERS REPORTS, DOCUMENTS AND DETAILS INCORPORATED IN THE PLAN, AND EXPRESSLY CONFIRMS THAT BY RECEIVING, RELYING UPON AND/OR USING SAME, THE “BOHLER” ENTITY SHALL HAVE NO LIABILITY RELATED TO SAME. WITH RESPECT TO ALL BY OTHERS REPORTS, DOCUMENTS AND DETAILS, CONTRACTOR MUST VERIFY ALL INFORMATION CONTAINED IN THE SCOPE OF ALL PARTIES INVOLVED IN PREPARING THE BY OTHERS REPORTS, DOCUMENTS AND DETAILS PRIOR TO COMMENCING ANY CONSTRUCTION AND MUST VERIFY THAT THE INFORMATION IS THE LATEST, THE MOST RECENT AND THE MOST CURRENT REPORT, DOCUMENT AND DETAIL. REFERENCES ON THIS PLAN TO INFORMATION PREPARED OR CONTAINED IN BY OTHERS REPORTS, DOCUMENTS AND DETAILS DEPICTING AN OFF-SITE AREA WHERE NO DETAIL IS INCLUDED IS A REFERENCE TO AN AREA, DETAIL, SPECIFICATION OR DESIGN THAT HAS NOT BEEN DESIGNED OR CONSTRUCTED BY THE “BOHLER” ENTITY AND REGARDING WHICH THE “BOHLER” ENTITY HAS NO CONTROL OVER OR LIABILITY REGARDING, BUT IS ADDED TO THIS PLAN FOR INFORMATIONAL PURPOSES, ONLY. SOIL EROSION & SEDIMENT CONTROL PLAN NOTES Rev. 12/2024) 1.THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN AND CONTRACTOR MUST REFER TO THEM. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS’ SPECIFIC NOTES. 2.INSTALLATION OF EROSION CONTROL DEVICES MUST BE IN ACCORDANCE WITH ALL OF THE MANUFACTURER'S RECOMMENDATIONS. 3.CONTRACTOR MUST INSTALL ADDITIONAL EROSION CONTROL MEASURES IF ENGINEER OR JURISDICTIONAL AGENCY SO REQUIRES, TO PREVENT THE DISCHARGE OF SEDIMENT LADEN RUNOFF FROM EXITING THE SITE. 4.THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING ALL EROSION CONTROL MEASURES ON THE SITE UNTIL PERMANENT STABILIZATION IS ESTABLISHED UNLESS INDICATED OTHERWISE IN LOCAL, STATE AND/OR FEDERAL PROJECT APPROVALS. THE COST OF INSTALLING AND MAINTAINING THE EROSION CONTROL MEASURES MUST BE INCLUDED IN THE BID PRICE FOR THE SITE WORK AND THE CONTRACTOR IS RESPONSIBLE FOR ALL SUCH COSTS. A u g 2 9 2 0 2 5 BOHLER PLANNING, LANDSCAPE ARCHITECTURE, ENGINEERING AND SURVEYING NY, PLLC GENERAL NOTES (Rev. 1/2023) 1.THESE PLANS ARE SOLELY BASED ON INFORMATION THE OWNER AND OTHERS PROVIDED TO HEREIN “BOHLER”) PRIOR TO THE DATE ON WHICH THE PROFESSIONAL OF RECORD AND BOHLER PREPARED THESE PLANS. THE CONTRACTOR MUST FIELD VERIFY ALL EXISTING CONDITIONS AND IMMEDIATELY NOTIFY BOHLER , IN WRITING, IF ANY ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THESE PLANS, OR IF THE PROPOSED WORK CONFLICTS WITH ANY OTHER SITE FEATURES. 2.THE CONTRACTOR MUST STRICTLY COMPLY WITH THESE NOTES AND ALL SPECIFICATIONS/REPORTS CONTAINED HEREIN. THE CONTRACTOR MUST ENSURE THAT ALL SUBCONTRACTORS FULLY AND COMPLETELY CONFORM TO AND COMPLY WITH THESE REQUIREMENTS, THESE NOTES, AND THE REQUIREMENTS ARTICULATED IN THE NOTES CONTAINED IN ALL THE OTHER DRAWINGS THAT COMPRISE THE PLAN SET OF DRAWINGS. ADDITIONAL NOTES AND SPECIFIC PLAN NOTES MAY BE FOUND ON THE INDIVIDUAL PLANS. THESE GENERAL NOTES APPLY TO THIS ENTIRE DOCUMENT PACKAGE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL CONSTRUCTION CONTRACT DOCUMENTS INCLUDING, BUT NOT LIMITED TO, ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE, PRIOR TO THE INITIATION AND COMMENCEMENT OF CONSTRUCTION. 3.PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST CONFIRM WITH THE PROFESSIONAL OF RECORD AND BOHLER THAT THE LATEST EDITION OF THE DOCUMENTS AND/OR REPORTS REFERENCED WITHIN THE PLAN REFERENCES ARE BEING USED FOR CONSTRUCTION. THIS IS THE CONTRACTOR'S SOLE AND COMPLETE RESPONSIBILITY. 4.PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST ENSURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION IS TO BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED THE CONDITIONS OF APPROVAL TO ALL PLANS AND OTHER DOCUMENTS REVIEWED AND APPROVED BY THE PERMITTING AUTHORITIES AND HAS ALSO CONFIRMED THAT ALL NECESSARY AND REQUIRED PERMITS HAVE BEEN OBTAINED. THE CONTRACTOR MUST HAVE COPIES OF ALL PERMITS AND APPROVALS ON SITE AT ALL TIMES. 5.THE CONTRACTOR MUST ENSURE THAT ALL WORK IS PERFORMED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS/REPORTS AND CONDITIONS OF APPROVAL, AND ALL APPLICABLE REQUIREMENTS, RULES, REGULATIONS, STATUTORY REQUIREMENTS, CODES, LAWS AND STANDARDS OF ALL GOVERNMENTAL ENTITIES WITH JURISDICTION OVER THIS PROJECT, AND ALL PROVISIONS IN AND CONDITIONS OF THE CONSTRUCTION CONTRACT WITH THE OWNER/DEVELOPER INCLUDING ALL EXHIBITS, ATTACHMENTS AND ADDENDA TO SAME. 6.PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST COORDINATE THE BUILDING LAYOUT BY CAREFULLY REVIEWING THE MOST CURRENT ARCHITECTURAL, CIVIL AND STRUCTURAL CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE SUPPRESSION PLANS,WHERE APPLICABLE). THE CONTRACTOR MUST IMMEDIATELY NOTIFY OWNER, ARCHITECT AND PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, OF ANY CONFLICTS, DISCREPANCIES OR AMBIGUITIES WHICH EXIST BETWEEN THESE PLANS AND ANY OTHER PLANS THAT COMPRISE THE CONSTRUCTION DOCUMENTS. 7.CONTRACTOR MUST REFER TO AND ENSURE COMPLIANCE WITH THE APPROVED ARCHITECTURAL/BUILDING PLANS OF RECORD FOR EXACT LOCATIONS AND DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY LOCATIONS. 8.THE CONTRACTOR MUST FIELD VERIFY ALL DIMENSIONS AND MEASUREMENTS SHOWN ON THESE PLANS, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR MUST IMMEDIATELY NOTIFY PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, IF ANY CONFLICTS, DISCREPANCIES, OR AMBIGUITIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION WILL BE PAID TO THE CONTRACTOR FOR WORK WHICH HAS TO BE RE-DONE OR REPAIRED DUE TO DIMENSIONS, MEASUREMENTS OR GRADES SHOWN INCORRECTLY ON THESE PLANS PRIOR TO BOTH (A) THE CONTRACTOR GIVING PROFESSIONAL OF RECORD AND BOHLER WRITTEN NOTIFICATION OF SAME AND (B) PROFESSIONAL OF RECORD AND BOHLER, THEREAFTER, PROVIDING THE CONTRACTOR WITH WRITTEN AUTHORIZATION TO PROCEED WITH SUCH ADDITIONAL WORK. 9.THE CONTRACTOR MUST VERIFY ALL DIMENSIONS AND MEASUREMENTS INCLUDED ON DESIGN DOCUMENTS HEREIN AND MUST NOT SCALE OFF THE DRAWINGS DUE TO POTENTIAL PRINTING INACCURACIES. ALL DIMENSIONS AND MEASUREMENTS ARE TO BE CHECKED AND CONFIRMED BY THE GENERAL CONTRACTOR PRIOR TO PREPARATION OF SHOP DRAWINGS, FABRICATION/ORDERING OF PARTS AND MATERIALS AND COMMENCEMENT OF SITE WORK. SITE PLAN DRAWINGS ARE NOT INTENDED AS SURVEY DOCUMENTS. DIMENSIONS SUPERSEDE GRAPHICAL REPRESENTATIONS. THE CONTRACTOR MUST MAKE CONTRACTOR'S OWN MEASUREMENTS FOR LAYOUT OF IMPROVEMENTS. 10.THE OWNER AND CONTRACTOR MUST BE FAMILIAR WITH AND RESPONSIBLE FOR THE PROCUREMENT OF ANY AND ALL CERTIFICATIONS REQUIRED FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 11.WHEN INCLUDED AS ONE OF THE REFERENCED DOCUMENTS, THE GEOTECHNICAL REPORT, SPECIFICATIONS AND RECOMMENDATIONS SET FORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND, IN CASE OF CONFLICT, DISCREPANCY OR AMBIGUITY, THE MORE STRINGENT REQUIREMENTS AND/OR RECOMMENDATIONS CONTAINED IN: (A) THE PLANS; AND (B) THE GEOTECHNICAL REPORT AND RECOMMENDATIONS, MUST TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR MUST NOTIFY THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, OF ANY SUCH CONFLICT, DISCREPANCY OR AMBIGUITY BETWEEN THE GEOTECHNICAL REPORT AND PLANS AND SPECIFICATIONS, PRIOR TO PROCEEDING WITH ANY FURTHER WORK.IF A GEOTECHNICAL REPORT WAS NOT CREATED, THEN THE CONTRACTOR MUST FOLLOW AND COMPLY WITH ALL OF THE REQUIREMENTS OF ANY AND ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE SPECIFICATIONS WHICH HAVE JURISDICTION OVER THIS PROJECT. 12.PROFESSIONAL OF RECORD AND BOHLER ARE NEITHER LIABLE NOR RESPONSIBLE FOR ANY SUBSURFACE CONDITIONS AND FURTHER, HAS NO LIABILITY FOR ANY HAZARDOUS MATERIALS, HAZARDOUS SUBSTANCES, OR POLLUTANTS ON, ABOUT OR UNDER THE PROPERTY. 13.THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING WHEN AND WHERE SHORING IS REQUIRED AND FOR INSTALLING ALL SHORING REQUIRED DURING EXCAVATION (TO BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS) AND ANY ADDITIONAL PRECAUTIONS TO BE TAKEN TO ASSURE THE STABILITY OF ADJACENT, NEARBY AND CONTIGUOUS STRUCTURES AND PROPERTIES. ALL OF THIS WORK IS TO BE PERFORMED AT CONTRACTOR'S SOLE COST AND EXPENSE. 14.THE CONTRACTOR MUST EXERCISE EXTREME CAUTION WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO PAVEMENT, STRUCTURES, ETC. WHICH ARE TO REMAIN EITHER FOR AN INITIAL PHASE OF THE PROJECT OR AS PART OF THE FINAL CONDITION. THE CONTRACTOR IS RESPONSIBLE FOR TAKING ALL APPROPRIATE MEASURES REQUIRED TO ENSURE THE STRUCTURAL STABILITY OF SIDEWALKS AND PAVEMENT, UTILITIES, BUILDINGS, AND INFRASTRUCTURE WHICH ARE TO REMAIN, AND TO PROVIDE A SAFE WORK AREA FOR THIRD PARTIES, PEDESTRIANS AND ANYONE INVOLVED WITH THE PROJECT. 15.DEBRIS MUST NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION AND CONSTRUCTION WASTES, UNSUITABLE EXCAVATED MATERIAL, EXCESS SOIL AND DEBRIS (SOLID WASTE) MUST BE DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF ANY AND ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE CODES WHICH HAVE JURISDICTION OVER THIS PROJECT OR OVER THE CONTRACTOR. 16.IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO MAINTAIN RECORDS TO DEMONSTRATE PROPER AND FULLY COMPLIANT DISPOSAL ACTIVITIES, TO BE PROMPTLY PROVIDED TO THE OWNER UPON REQUEST. 17.THE CONTRACTOR MUST REPAIR, AT CONTRACTOR'S SOLE COST, ALL DAMAGE DONE TO ANY NEW OR EXISTING CONSTRUCTION OR PROPERTY DURING THE COURSE OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME TO INCLUDE, BUT NOT BE LIMITED TO, REDESIGN, RE-SURVEY, RE-PERMITTING AND CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR AND MUST REPLACE ALL SIGNAL INTERCONNECTION CABLE, WIRING CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE REPAIR OF ANY SUCH NEW OR EXISTING CONSTRUCTION OR PROPERTY MUST RESTORE SUCH CONSTRUCTION OR PROPERTY TO A CONDITION EQUIVALENT TO OR BETTER THAN THE CONDITIONS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION, AND IN CONFORMANCE WITH APPLICABLE CODES, LAWS, RULES, REGULATIONS, STATUTORY REQUIREMENTS AND STATUTES. THE CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE CONTRACTOR MUST, PROMPTLY, DOCUMENT ALL EXISTING DAMAGE AND NOTIFY, IN WRITING, THE OWNER AND THE CONSTRUCTION MANAGER PRIOR TO THE START OF CONSTRUCTION. 18.THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR AND HAVE NO CONTRACTUAL, LEGAL OR OTHER RESPONSIBILITIES FOR JOB SITE SAFETY JOB SITE SUPERVISION, OR ANYTHING RELATED TO SAME. THE PROFESSIONAL OF RECORD AND BOHLER HAVE NOT BEEN RETAINED TO PERFORM OR TO BE RESPONSIBLE FOR JOB SITE SAFETY, SAME BEING WHOLLY OUTSIDE OF PROFESSIONAL OF RECORD'S AND BOHLER SERVICES AS RELATED TO THE PROJECT. THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE TO IDENTIFY OR REPORT ANY JOB SITE SAFETY ISSUES OR ANY JOB SITE CONDITIONS, AT ANY TIME. 19.THE CONTRACTOR MUST IMMEDIATELY IDENTIFY IN WRITING, TO THE PROFESSIONAL OF RECORD AND BOHLER , ANY DISCREPANCIES THAT MAY OR COULD AFFECT THE PUBLIC SAFETY, HEALTH OR GENERAL WELFARE, OR PROJECT COST. IF THE CONTRACTOR PROCEEDS WITH CONSTRUCTION WITHOUT PROVIDING PROPER WRITTEN NOTIFICATION AS DESCRIBED ABOVE, IT WILL BE AT THE CONTRACTOR'S OWN RISK AND, FURTHER, THE CONTRACTOR MUST INDEMNIFY, DEFEND AND HOLD HARMLESS THE PROFESSIONAL OF RECORD AND BOHLER FOR ANY AND ALL DAMAGES, COSTS, INJURIES, ATTORNEY'S FEES AND THE LIKE WHICH RESULT FROM OR ARE IN ANY WAY RELATED TO SAME INCLUDING, BUT NOT LIMITED TO, ANY THIRD PARTY AND FIRST PARTY CLAIMS. 20.THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR ANY INJURY OR DAMAGES RESULTING FROM THE CONTRACTOR'S FAILURE TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH THE APPROVED PLANS, AND CURRENT CODES, RULES, STATUTES AND THE LIKE. IF THE CONTRACTOR AND/OR OWNER FAIL TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH APPROVED PLANS, RULES, STATUTES, CODES AND THE LIKE, THE CONTRACTOR AND/OR OWNER AGREE TO AND MUST JOINTLY, INDEPENDENTLY, SEPARATELY, AND SEVERALLY INDEMNIFY AND HOLD THE PROFESSIONAL OF RECORD AND BOHLER HARMLESS FOR AND FROM ALL INJURIES, CLAIMS AND DAMAGES THAT PROFESSIONAL OF RECORD AND BOHLER SUFFER AND ANY AND ALL COSTS THAT PROFESSIONAL OF RECORD AND BOHLER INCUR AS RELATED TO SAME. 21.ALL CONTRACTORS MUST CARRY AT LEAST THE MINIMUM AMOUNT OF THE SPECIFIED AND COMMERCIALLY REASONABLE STATUTORY WORKER'S COMPENSATION INSURANCE, EMPLOYER'S LIABILITY INSURANCE AND COMMERCIAL GENERAL LIABILITY INSURANCE (CGL) INCLUDING ALSO ALL UMBRELLA COVERAGES. ALL CONTRACTORS MUST HAVE THEIR CGL POLICIES ENDORSED TO NAME BOHLER , AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AS ADDITIONAL NAMED INSUREDS AND TO PROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TO INSURE (DEFEND, IF APPLICABLE) AND HOLD HARMLESS AND INDEMNITY OBLIGATIONS ASSUMED AND AGREED TO BY THE CONTRACTOR HEREIN. ALL CONTRACTORS MUST FURNISH BOHLER WITH CERTIFICATIONS OF INSURANCE OR CERTIFICATES OF INSURANCE AS EVIDENCE OF THE REQUIRED INSURANCE COVERAGES PRIOR TO COMMENCING ANY WORK AND UPON RENEWAL OF EACH POLICY DURING THE ENTIRE PERIOD OF CONSTRUCTION AND FOR TWO YEARS AFTER THE COMPLETION OF CONSTRUCTION AND AFTER ALL PERMITS ARE ISSUED, WHICHEVER DATE IS LATER. IN ADDITION, ALL CONTRACTORS AGREE THAT THEY WILL, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, INDEMNIFY, DEFEND AND HOLD HARMLESS BOHLER AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS FROM AND AGAINST ANY DAMAGES, INJURIES, CLAIMS, ACTIONS, PENALTIES, EXPENSES, PUNITIVE DAMAGES, TORT DAMAGES, STATUTORY CLAIMS, STATUTORY CAUSES OF ACTION, LOSSES, CAUSES OF ACTION, LIABILITIES OR COSTS, INCLUDING, BUT NOT LIMITED TO, REASONABLE ATTORNEYS' FEES AND DEFENSE COSTS, ARISING OUT OF OR IN ANY WAY CONNECTED WITH OR TO THE PROJECT, INCLUDING ALL CLAIMS BY EMPLOYEES OF THE CONTRACTOR(S), ALL CLAIMS BY THIRD PARTIES AND ALL CLAIMS RELATED TO THE PROJECT. THE CONTRACTOR MUST NOTIFY PROFESSIONAL OF RECORD, IN WRITING, AT LEAST THIRTY (30) DAYS PRIOR TO ANY TERMINATION, SUSPENSION OR CHANGE OF ITS INSURANCE HEREUNDER. 22.THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR CONSTRUCTION METHODS, MEANS, TECHNIQUES OR PROCEDURES, GENERALLY OR FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES OR PROCEDURES FOR COMPLETION OF THE WORK DEPICTED BOTH ON THESE PLANS, AND FOR ANY CONFLICTS IN SCOPE AND REVISIONS THAT RESULT FROM SAME. THE CONTRACTOR IS FULLY AND SOLELY RESPONSIBLE FOR DETERMINING THE MEANS AND METHODS FOR COMPLETION OF THE WORK, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 23.NEITHER THE PROFESSIONAL ACTIVITIES OF BOHLER, NOR THE PRESENCE OF BOHLER AND/OR ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AT A CONSTRUCTION/PROJECT SITE (HEREIN “BOHLER PARTIES”), RELIEVES OR WILL RELIEVE THE CONTRACTOR OF AND FROM CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, OVERSEEING, SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND COMPLIANCE WITH ALL HEALTH AND SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES WITH JURISDICTION OVER THE PROJECT AND/OR PROPERTY. BOHLER PARTIES HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER (OR ANY RESPONSIBILITY FOR) ANY CONSTRUCTION, THE CONTRACTOR OR ITS EMPLOYEES RELATING TO THEIR WORK AND ANY AND ALL HEALTH AND SAFETY PROGRAMS OR PROCEDURES. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY. THE CONTRACTOR MUST INDEMNIFY, DEFEND, PROTECT AND HOLD HARMLESS BOHLER PARTIES FOR AND FROM ANY LIABILITY TO BOHLER PARTIES RESULTING FROM THE CONTRACTOR'S WORK, SERVICES AND/OR VIOLATIONS OF THIS NOTE, THESE NOTES OR ANY NOTES IN THE PLAN SET AND, FURTHER, THE CONTRACTOR MUST NAME BOHLER AS AN ADDITIONAL INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCE AS DESCRIBED ABOVE. 24.WHEN IT IS CLEARLY AND SPECIFICALLY WITHIN BOHLER'S SCOPE OF SERVICES CONTRACT WITH THE OWNER/DEVELOPER, BOHLER WILL REVIEW OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS, SUCH AS SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND OTHER DATA, WHICH THE CONTRACTOR IS REQUIRED TO SUBMIT, BUT ONLY FOR THE LIMITED PURPOSE OF EVALUATING CONFORMANCE WITH THE DESIGN INTENT AND THE INFORMATION SHOWN IN THE CONSTRUCTION CONTRACT DOCUMENTS. CONSTRUCTION MEANS AND METHODS AND/OR TECHNIQUES OR PROCEDURES, COORDINATION OF THE WORK WITH OTHER TRADES, AND CONSTRUCTION SAFETY PRECAUTIONS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND BOHLER HAS NO RESPONSIBILITY OR LIABILITY FOR SAME. BOHLER WILL PERFORM ITS SHOP DRAWING REVIEW WITH REASONABLE PROMPTNESS, AS CONDITIONS PERMIT. ANY DOCUMENT, DOCUMENTING BOHLER'S REVIEW OF A SPECIFIC ITEM OR LIMITED SCOPE, MUST NOT INDICATE THAT BOHLER HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. BOHLER IS NOT RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR MUST, IN WRITING, PROMPTLY AND IMMEDIATELY BRING ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS TO BOHLER'S ATTENTION. BOHLER IS NOT REQUIRED TO REVIEW PARTIAL SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN RECEIVED. 25.IF THE CONTRACTOR DEVIATES FROM THESE PLANS AND/OR SPECIFICATIONS, INCLUDING THE NOTES CONTAINED HEREIN, WITHOUT FIRST OBTAINING THE PRIOR WRITTEN AUTHORIZATION OF THE PROFESSIONAL OF RECORD AND BOHLER FOR ALL DEVIATIONS WITHIN PROFESSIONAL OF RECORD'S SCOPE, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS INCURRED IN CORRECTING ANY WORK PERFORMED WHICH DEVIATES FROM THE PLANS, ALL FINES AND/OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM AND, FURTHER, MUST DEFEND, INDEMNIFY, PROTECT, AND HOLD HARMLESS THE PROFESSIONAL OF RECORD AND BOHLER PARTIES TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, FOR AND FROM ALL FEES, ATTORNEYS' FEES, DAMAGES, COSTS, JUDGMENTS, CLAIMS, INJURIES, PENALTIES AND THE LIKE RELATED TO SAME. 26.THE CONTRACTOR IS RESPONSIBLE FOR A MAINTAINING AND PROTECTING THE TRAFFIC CONTROL PLAN AND ELEMENTS IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS, FOR ALL WORK THAT AFFECTS PUBLIC TRAVEL EITHER IN THE RIGHT OF WAY OR ON SITE. THE COST FOR THIS ITEM MUST BE INCLUDED IN THE CONTRACTOR'S PRICE AND IS THE CONTRACTOR'S SOLE RESPONSIBILITY. 27.OWNER MUST MAINTAIN AND PRESERVE ALL PHYSICAL SITE FEATURES AND DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS IN STRICT ACCORDANCE WITH THE APPROVED PLAN(S) AND DESIGN; AND, FURTHER, THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR ANY FAILURE TO SO MAINTAIN OR PRESERVE SITE AND/OR DESIGN FEATURES. IF OWNER FAILS TO MAINTAIN AND/OR PRESERVE ALL PHYSICAL SITE FEATURES AND/OR DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS, OWNER AGREES TO INDEMNIFY AND HOLD THE PROFESSIONAL OF RECORD AND BOHLER PARTIES, HARMLESS FOR ALL INJURIES, DAMAGES AND COSTS THAT PROFESSIONAL OF RECORD AND BOHLER INCUR AS A RESULT OF SAID FAILURE OR FAILURE TO PRESERVE. 28.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT ALL CONSTRUCTION ACTIVITIES AND MATERIALS COMPLY WITH AND CONFORM TO APPLICABLE FEDERAL, STATE AND LOCAL RULES AND REGULATIONS, LAWS, ORDINANCES, AND CODES, AND ALL APPLICABLE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970, (29 U.S.C. 651 ET SEQ.) AS AMENDED, AND ANY MODIFICATIONS, AMENDMENTS OR REVISIONS TO SAME. 29.THE CONTRACTOR MUST STRICTLY COMPLY WITH THE LATEST AND CURRENT OSHA STANDARDS AND REGULATIONS, AND/OR ANY OTHER AGENCY WITH JURISDICTION OVER EXCAVATION AND TRENCHING PROCEDURES. PROFESSIONAL OF RECORD AND BOHLER HAS NO RESPONSIBILITY FOR OR AS RELATED TO EXCAVATION AND TRENCHING PROCEDURES AND WORK. 30.THE CONTRACTOR AND THE OWNER MUST INSTALL ALL ELEMENTS AND COMPONENTS IN STRICT COMPLIANCE WITH AND IN ACCORDANCE WITH MANUFACTURER'S STANDARDS AND RECOMMENDED INSTALLATION CRITERIA AND SPECIFICATIONS. IF THE CONTRACTOR AND/OR OWNER FAIL TO DO SO, THEY AGREE TO JOINTLY, INDEPENDENTLY, SEPARATELY, COLLECTIVELY, AND SEVERALLY INDEMNIFY, DEFEND, PROTECT AND HOLD PROFESSIONAL OF RECORD AND BOHLER PARTIES HARMLESS FOR ALL INJURIES AND DAMAGES THAT PROFESSIONAL OF RECORD SUFFERS AND COSTS THAT PROFESSIONAL OF RECORD INCURS AS A RESULT OF SAID FAILURE. 31.THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN AN ON-SITE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IN COMPLIANCE WITH THE ENVIRONMENTAL PROTECTION AGENCY (EPA) REQUIREMENTS OR LOCAL GOVERNING AGENCY FOR SITES WHERE ONE (1) ACRE OR MORE IS DISTURBED BY CONSTRUCTION ACTIVITIES (UNLESS THE LOCAL JURISDICTION REQUIRES A DIFFERENT THRESHOLD). THE CONTRACTOR MUST ENSURE THAT ALL ACTIVITIES, INCLUDING THOSE OF ALL SUBCONTRACTORS, ARE IN COMPLIANCE WITH THE SWPPP, INCLUDING BUT NOT LIMITED TO LOGGING ACTIVITIES (MINIMUM ONCE PER WEEK AND AFTER RAINFALL EVENTS) AND CORRECTIVE MEASURES, AS APPROPRIATE AND FURTHER, THE CONTRACTOR IS SOLELY AND COMPLETELY RESPONSIBLE FOR FAILING TO DO SO. 32.AS CONTAINED IN THESE DRAWINGS AND ASSOCIATED DOCUMENTS PREPARED BY THE PROFESSIONAL OF RECORD AND BOHLER, THE USE OF THE WORDS 'CERTIFY' OR 'CERTIFICATION' CONSTITUTE(S) AN EXPRESSION ONLY OF PROFESSIONAL OPINION REGARDING THE INFORMATION WHICH IS THE SUBJECT OF THE PROFESSIONAL OF RECORD'S AND BOHLER KNOWLEDGE OR BELIEF AND IN ACCORDANCE WITH COMMON AND ACCEPTED PROCEDURE CONSISTENT WITH THE APPLICABLE STANDARDS OF PRACTICE, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE OF ANY NATURE OR TYPE, EITHER EXPRESSED OR IMPLIED, UNDER ANY CIRCUMSTANCES. STANDARD ABBREIATIONS FOR ENTIRE PLAN SET AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS AC ACRE / ACRES AD AREA DRAIN ADA ACCESSIBLE / AMERICANS WITH DISABILITIES ACT AG ABOVE GROUND APPROX APPROXIMATE ARCH ARCHITECTURAL ASPH ASPHALT ASSF AREA SUBJECT TO STORMWATER FLOWAGE ASSOC ASSOCIATION BC BOTTOM OF CURB BF BASEMENT FLOOR BIO BIOGARDEN BIT BITUMINOUS BK BLOCK BL BASELINE BLDG BUILDING BM BENCH MARK BRL BUILDING RESTRICTION LINE BVW BORDERING VEGETATIVE WETLAND CB CATCH BASIN CF CUBIC FEET CI CURB INLET CIT CHANGE IN TYPE CL CENTER LINE CMP CORRUGATED METAL PIPE C/O CLEAN OUT CONC CONCRETE CONN CONNECTION COORD COORDINATE CPP CORRUGATED PLASTIC PIPE CY CUBIC YARD DEC DECORATIVE DEP DEPARTMENT OF ENVIRONMENTAL PROTECTION DET DETENTION DIA DIAMETER DMH DRAINAGE MANHOLE DOM DOMESTIC DOT DEPARTMENT OF TRANSPORTATION DP DESIGN POINT DWL DASHED WHITE LINE DYL DOUBLE YELLOW LINE EG EXISTING GRADE ELEC ELECTRIC ELEV ELEVATION EOR ENGINEER OF RECORD EP / EOP EDGE OF PAVEMENT ES / EOS EDGE OF SHOULDER EW END WALL EX EXISTING FDC FIRE DEPARTMENT CONNECTION FEMA FEDERAL EMERGENCY MANAGEMENT AGENCY FES FLARED END SECTION FF FINISH / FIRST FLOOR FFE FINISH / FIRST FLOOR ELEVATION FG FINISH GRADE FH FIRE HYDRANT FM FORCE MAIN FO FIBER OPTIC G GRADE GC GENERAL CONTRACTOR GEO GEOTECH/GEOTECHNICAL GF / GFE GARAGE FLOOR ELEVATION AT DOOR) GFA GROSS FLOOR AREA GH GRADE HIGH (WALL) GL GRADE LOW (WALL) GRT GRATE GT GREASE TRAP GV GATE VALVE HDPE HIGH DENSITY POLYETHYLENE HOR HORIZONTAL HP HIGH POINT HW HEADWALL ICS INLET CONTROL STRUCTURE INF INFILTRATION INT INTERSECTION INV INVERT LF LINEAR FOOT LOC LIMIT OF CLEARING LOD LIMIT OF DISTURBANCE LOS LINE OF SIGHT LOW LIMIT OF WORK LP LOW POINT LS LANDSCAPE LSA LANDSCAPE AREA MAX MAXIMUM ME MATCH EXISTING MEP MECHANICAL, ELECTRICAL, AND PLUMBING MH MANHOLE MIN MINIMUM MJ MECHANICAL JOINT MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES NOAA NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NRCS NATIONAL RESOURCE CONSERVATION SERVICE O&M OPERATIONS AND MAINTENANCE OC ON CENTER OCS OUTLET CONTROL STRUCTURE OGS OIL AND GRIT SEPARATOR ORD ORDINANCE PA / POA POINT OF ANALYSIS PC POINT OF CURVATURE PCCR POINT OF CURVATURE, CURB RETURN PERF PERFORATED PG PROPOSED GRADE PI POINT OF INTERSECTION POG POINT OF GRADE PP POLYPROPYLENE PIPE PROP PROPOSED PT POINT OF TANGENCY PTCR POINT OF TANGENCY, CURB RETURN PVI POINT OF VERTICAL INTERSECTION PVMT PAVEMENT PVT POINT OF VERTICAL TANGENCY R RADIUS / RADII R/W RIGHT-OF-WAY / RIGHTS-OF-WAY RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN REGS REGULATIONS RELO TO BE RELOCATED REQ REQUIRED RET RETENTION RET WALL RETAINING WALL RETO TO BE RETURNED TO OWNER RG RAIN GARDEN S SLOPE SAN SANITARY SEWER SESC SOIL EROSION AND SEDIMENT CONTROL SF SQUARE FEET SHLO STATE HIGHWAY LAYOUT SMH SANITARY MANHOLE STA STATION STM STORM WATER / STORM SEWER SWL SINGLE/SOLID WHITE LINE SWPPP STORMWATER POLLUTION PREVENTION PLAN TBA TO BE ABANDONED TBR TO BE REMOVED TBV TO BE VACATED TC TOP OF CURB Tc TIME OF CONCENTRATION TD TRENCH DRAIN TELE TELECOMMUNICATIONS / TELEDATA TPF TREE PROTECTION FENCE TR TO REMAIN TRANS TRANSITION TYP TYPICAL UG UNDERGROUND UP UTILITY POLE USGS UNITED STATES GEOLOGICAL SURVEY VERT VERTICAL VIF VERIFY IN FIELD W WIDE / WIDTH W/L WATER LINE WM WATER METER WQU WATER QUALITY UNIT YD YARD DRAIN NUMBER SLOPE EXPRESSED IN HORIZONTAL:VERTICAL IN FEET PLUS OR MINUS DEGREE Ø DIAMETER FEET/FOOT INCHES PROP LINE LEGEND PROPERTY LINE RIGHT-OF-WAY LINE INTERIOR PROPERTY LINE LEASE LINE EASEMENT LINE SETBACK LINE LIMIT OF WORK LIMIT OF DISTURBANCE SAWCUT LINE OVERHEAD WIRE ELECTRIC LINE TELEPHONE LINE CABLE LINE GAS LINE STORM SEWER SANITARY MAIN 12" OR GREATER SANITARY MAIN SANITARY LATERAL SANITARY FORCE MAIN WATER MAIN 12" OR GREATER WATER MAIN WATER LATERAL WATER FIRE LINE LOW LOD OH E T C G S SL FM W WL F PROP SYMBOL LEGEND TYPICAL SIGN TYPICAL BOLLARD UTILITY POLE WITH LIGHT UTILITY POLE TYPICAL LIGHT WATER HYDRANT CLEANOUT SANITARY MANHOLE STORM MANHOLE WATER METER WATER VALVE GAS VALVE TEST PIT BORING S D WM GV T-# B-# C/O C-102 GENERAL NOTES AND LEGEND DI S C L A I M E R Th i s d r a w i n g a n d o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t F u r t h e r B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR P: 2 0 2 5 N Y B 2 5 0 0 4 4 0 0 C A D D R A W I N G S P L A N S E T S C I V I L S I T E P L A N S P C I V L C N D S N Y B 2 5 0 0 4 4 0 0 0 A L A Y O U T C 1 0 2 N O T E GS THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: NYB250044.00-0A GRS RLB 07/07/2025 P-CIVL-CNDS SITE DEELOPMENT PLANS CORNELL UNIVERSITY PROPOSED WILDLIFE REHABILITATION AVIARY SWANSON DRIVE TOWN OF ITHACA TOMPKINS COUNTY NEW YORK STATE TAX MAP IDS: 61.0-1-7.2 & 61.0-1-9 1 2 REVISION 2 - REISIONS REV DATE COMMENT DRAWN BY CHECKED BY 8-12-2025 REVISED PER TOWN COMMENT GRS RLB 9-2-2025 REVISED PER TOWN COMMENT GRS RLB 9-2-2025 PRELIMINARY BOHLER PLANNING, LANDSCAPE ARCHITECTURE, ENGINEERING AND SURVEYING NY, PLLC 70 LINDEN OAKS, THIRD FLOOR ROCHESTER, NY 14625 Phone:(585) 866-1100 www.BohlerEngineering.com TM TH E I N F O R M A T I O N D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P IE D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R O N L Y A P P R O V E D S I G N E D A N D S E A L E D P L A N S S H A L L B E U T IL I Z E D F O R C O N S T R U C T I O N P U R P O S E S SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S TM BO H L E R TH E E D U C A T I O N L A W O F T H E S T A T E O F N E W Y O R K S E C T I O N 7 2 0 9 2 P R O H I B I T S A N Y P E R S O N A L T E R I N G A N Y T H I N G O N T H E S E D R A W I N G S A N D O R T H E A C C O M P A N Y I N G S P E C I F I C A T I O N S U N L E S S I T I S U N D E R T H E D I R E C T I O N O F A L I C E N S E D PR O F E S S I O N A L E N G I N E E R W H E R E S U C H A L T E R A T I O N S A R E M A D E T H E P R O F E S S I O N A L E N G I N E E R M U S T S I G N S E A L D A T E A N D D E S C R I B E T H E F U L L E X T E N T O F T H E A L T E R A T I O N O N T H E D R A W I N G S A N D O R I N T H E S P E C I F I C A T I O N S NEW YORK STATE YOU MUST CALL 811 BEFORE ANY EXCAVATION WHETHER IT'S ON PRIVATE OR PUBLIC LAND. 1-800-962-7962 www.digsafelynewyork.com Know what's below. Callbefore you dig. GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. TBR) TBR) TBR) TBR) TBR) TO BE REMOVED HU NG ENFO RD HILL RO AD LANDS N/F OF CORNELL UNIVERSITY SECTION 61.0 BLOCK 1 LOT 7.2 LIMIT OF EX FENCE TO BE REPLACED IN KIND LIMIT OF EX FENCE TO BE REPLACED IN KIND TBR) TBR) TBR) TBR) TBR) LANDS N/F OF CORNELL UNIVERSITY SECTION 61.0 BLOCK 1 LOT 9 TBR) TBR) LIMIT OF EX GRAVEL DRIVE TO BE REMOVED LIMIT OF EX GRAVEL DRIVE TO BE REMOVED LIMIT OF EX GRAVEL DRIVE TO BE REMOVED TBR) EXISTING CONDITIONS/ DEMOLITION PLAN C-201 THIS PLAN TO BE UTILIZED FOR DEMOLITION PURPOSES ONLY DI S C L A I M E R Th i s d r a w i n g a n d o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t F u r t h e r B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR P: 2 0 2 5 N Y B 2 5 0 0 4 4 0 0 C A D D R A W I N G S P L A N S E T S C I V I L S I T E P L A N S P C I V L P R O P N Y B 2 5 0 0 4 4 0 0 0 A L A Y O U T C 2 0 1 E X D M GS THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: NYB250044.00-0A GRS RLB 07/07/2025 P-CIVL-PROP SITE DEVELOPMENT PLANS CORNELL UNIVERSITY PROPOSED WILDLIFE REHABILITATION AVIARY SWANSON DRIVE TOWN OF ITHACA TOMPKINS COUNTY NEW YORK STATE TAX MAP IDS: 61.0-1-7.2 & 61.0-1-9 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 8-12-2025 REVISED PER TOWN COMMENT GRS RLB 9-2-2025 REVISED PER TOWN COMMENT GRS RLB 9-2-2025 PRELIMINARY BOHLER PLANNING, LANDSCAPE ARCHITECTURE, ENGINEERING AND SURVEYING NY, PLLC 70 LINDEN OAKS, THIRD FLOOR ROCHESTER, NY 14625 Phone:(585) 866-1100 www.BohlerEngineering.com TM TH E I N F O R M A T I O N D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P IE D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R O N L Y A P P R O V E D S I G N E D A N D S E A L E D P L A N S S H A L L B E U T IL I Z E D F O R C O N S T R U C T I O N P U R P O S E S SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S TM BO H L E R TH E E D U C A T I O N L A W O F T H E S T A T E O F N E W Y O R K S E C T I O N 7 2 0 9 2 P R O H I B I T S A N Y P E R S O N A L T E R I N G A N Y T H I N G O N T H E S E D R A W I N G S A N D O R T H E A C C O M P A N Y I N G S P E C I F I C A T I O N S U N L E S S I T I S U N D E R T H E D I R E C T I O N O F A L I C E N S E D PR O F E S S I O N A L E N G I N E E R W H E R E S U C H A L T E R A T I O N S A R E M A D E T H E P R O F E S S I O N A L E N G I N E E R M U S T S I G N S E A L D A T E A N D D E S C R I B E T H E F U L L E X T E N T O F T H E A L T E R A T I O N O N T H E D R A W I N G S A N D O R I N T H E S P E C I F I C A T I O N S NEW YORK STATE YOU MUST CALL 811 BEFORE ANY EXCAVATION WHETHER IT'S ON PRIVATE OR PUBLIC LAND. 1-800-962-7962 www.digsafelynewyork.com Know what's below. Callbefore you dig. W E S NAD83NAD83 1"=20' 02051020 HU NG ENFO RD HILL RO AD LANDS N/F OF CORNELL UNIVERSITY SECTION 61.0 BLOCK 1 LOT 7.2 LANDS N/F OF CORNELL UNIVERSITY SECTION 61.0 BLOCK 1 LOT 9 PROP 5' CONC SIDEWALK PROP CONC SIDEWALK PROP 20' WIDE GRAVEL FIRE ACCESS ROAD MATCH EX GRAVEL DRIVE 80.7' 12 0 7 PROP +/- 6,816 SF WILDLIFE AVIARY BUILDING 13.7' 20 PROP 5' CONC SIDEWALK TO MATCH AT EX DOOR PROP CONC ADA RAMP W/ HANDRAILS 2' WIDE GRAVEL STRIP (TYP) 30.2' 32.9' 16' 40 31.9' 31 9 48 9 8' 8' 5' PROP 4' WIDE CONC STAIRS STRUCTURAL DESIGN BY OTHERS) LIMIT OF EX FENCE TO BE REPLACED IN KIND LIMIT OF EX FENCE TO BE REPLACED IN KIND PROP 6" CONC BOLLARD (TYP) 5' 28.7' 32.6' PROP +/- 130 SF ASPHALT PAVEMENT TO BE REPLACED IN KIND 28'R 3'R 3'R 20 28'R 24.8' 20' MATCH EX GRAVEL DRIVE PROP CONC PAD. REFER TO ARCH PLANS FOR DETAILS. EX ASPHALT DRIVE IS SUFFICIENT FOR FIRE ACCESS (TYP) PROP STORMWATER PLANTER (SEE DETAIL) PROP STORMWATER PLANTER (SEE DETAIL) C-301 SITE PLAN THIS PLAN TO BE UTILIZED FOR SITE LAYOUT PURPOSES ONLY DI S C L A I M E R Th i s d r a w i n g a n d o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t F u r t h e r B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR P: 2 0 2 5 N Y B 2 5 0 0 4 4 0 0 C A D D R A W I N G S P L A N S E T S C I V I L S I T E P L A N S P C I V L P R O P N Y B 2 5 0 0 4 4 0 0 0 A L A Y O U T C 3 0 1 S I T E GS THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: NYB250044.00-0A GRS RLB 07/07/2025 P-CIVL-PROP SITE DEVELOPMENT PLANS CORNELL UNIVERSITY PROPOSED WILDLIFE REHABILITATION AVIARY SWANSON DRIVE TOWN OF ITHACA TOMPKINS COUNTY NEW YORK STATE TAX MAP IDS: 61.0-1-7.2 & 61.0-1-9 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 8-12-2025 REVISED PER TOWN COMMENT GRS RLB 9-2-2025 REVISED PER TOWN COMMENT GRS RLB 9-2-2025 PRELIMINARY BOHLER PLANNING, LANDSCAPE ARCHITECTURE, ENGINEERING AND SURVEYING NY, PLLC 70 LINDEN OAKS, THIRD FLOOR ROCHESTER, NY 14625 Phone:(585) 866-1100 www.BohlerEngineering.com TM TH E I N F O R M A T I O N D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P IE D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R O N L Y A P P R O V E D S I G N E D A N D S E A L E D P L A N S S H A L L B E U T IL I Z E D F O R C O N S T R U C T I O N P U R P O S E S SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S TM BO H L E R TH E E D U C A T I O N L A W O F T H E S T A T E O F N E W Y O R K S E C T I O N 7 2 0 9 2 P R O H I B I T S A N Y P E R S O N A L T E R I N G A N Y T H I N G O N T H E S E D R A W I N G S A N D O R T H E A C C O M P A N Y I N G S P E C I F I C A T I O N S U N L E S S I T I S U N D E R T H E D I R E C T I O N O F A L I C E N S E D PR O F E S S I O N A L E N G I N E E R W H E R E S U C H A L T E R A T I O N S A R E M A D E T H E P R O F E S S I O N A L E N G I N E E R M U S T S I G N S E A L D A T E A N D D E S C R I B E T H E F U L L E X T E N T O F T H E A L T E R A T I O N O N T H E D R A W I N G S A N D O R I N T H E S P E C I F I C A T I O N S NEW YORK STATE YOU MUST CALL 811 BEFORE ANY EXCAVATION WHETHER IT'S ON PRIVATE OR PUBLIC LAND. 1-800-962-7962 www.digsafelynewyork.com Know what's below. Callbefore you dig. W E S NAD83NAD83 1"=20' 02051020 ZONING TABLE ZONE: LOW DENSITY RESIDENTIAL (LDR) USE: AVIARY MAP: 61.0 BLOCK: 1 LOT: 7.2 APPLICANT/ OWNER INFORMATION APPLICANT: CORNELL UNIVERSITY 930 CAMPUS ROAD ITHACA, NY 14853 PROPERTY OWNER: CORNELL UNIVERSITY 930 CAMPUS ROAD ITHACA, NY 14853 BULK REQUIREMENTS ITEM REQUIRED PROPOSED MIN LOT AREA 30,000 SF 4,257,118 SF (97.73AC) (EX) MIN LOT WIDTH 100'2322' (EX) MIN LOT DEPTH 200'1216' (EX) MIN FRONT YARD SETBACK 30'N/A MIN SIDE YARD SETBACK 40'N/A MIN REAR YARD SETBACK 50'N/A MAX BUILDING HEIGHT 36'26.25' MAX BUILDING COVERAGE 10%>10% VARIANCE REQUIRED HU NG ENFO RD HILL RO AD LANDS N/F OF CORNELL UNIVERSITY SECTION 61.0 BLOCK 1 LOT 7.2 LANDS N/F OF CORNELL UNIVERSITY SECTION 61.0 BLOCK 1 LOT 9 80.7' 12 0 7 PROP +/- 6,816 SF WILDLIFE AVIARY BUILDING 13.7' 20 30.2' 32.9' 16' 40 31.9' 31 9 48 9 8' 8' 5' 5' 28.7' 32.6' DE E R P A R K L A D D E R F I R E T R U C K DE E R P A R K L A D D E R F I R E T R U C K 150' 150' 150' 147' 28'R 3'R 3'R 20 28'R 24.8' 20' C-302 FIRE TRUCK TURN EXHIBIT DI S C L A I M E R Th i s d r a w i n g a n d o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t F u r t h e r B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR P: 2 0 2 5 N Y B 2 5 0 0 4 4 0 0 C A D D R A W I N G S P L A N S E T S C I V I L S I T E P L A N S P C I V L P R O P N Y B 2 5 0 0 4 4 0 0 0 A L A Y O U T C 3 0 2 F I R E T R U C K T U R N GS THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: NYB250044.00-0A GRS RLB 07/07/2025 P-CIVL-PROP SITE DEVELOPMENT PLANS CORNELL UNIVERSITY PROPOSED WILDLIFE REHABILITATION AVIARY SWANSON DRIVE TOWN OF ITHACA TOMPKINS COUNTY NEW YORK STATE TAX MAP IDS: 61.0-1-7.2 & 61.0-1-9 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 8-12-2025 REVISED PER TOWN COMMENT GRS RLB 9-2-2025 REVISED PER TOWN COMMENT GRS RLB 9-2-2025 PRELIMINARY BOHLER PLANNING, LANDSCAPE ARCHITECTURE, ENGINEERING AND SURVEYING NY, PLLC 70 LINDEN OAKS, THIRD FLOOR ROCHESTER, NY 14625 Phone:(585) 866-1100 www.BohlerEngineering.com TM TH E I N F O R M A T I O N D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P IE D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R O N L Y A P P R O V E D S I G N E D A N D S E A L E D P L A N S S H A L L B E U T IL I Z E D F O R C O N S T R U C T I O N P U R P O S E S SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S TM BO H L E R TH E E D U C A T I O N L A W O F T H E S T A T E O F N E W Y O R K S E C T I O N 7 2 0 9 2 P R O H I B I T S A N Y P E R S O N A L T E R I N G A N Y T H I N G O N T H E S E D R A W I N G S A N D O R T H E A C C O M P A N Y I N G S P E C I F I C A T I O N S U N L E S S I T I S U N D E R T H E D I R E C T I O N O F A L I C E N S E D PR O F E S S I O N A L E N G I N E E R W H E R E S U C H A L T E R A T I O N S A R E M A D E T H E P R O F E S S I O N A L E N G I N E E R M U S T S I G N S E A L D A T E A N D D E S C R I B E T H E F U L L E X T E N T O F T H E A L T E R A T I O N O N T H E D R A W I N G S A N D O R I N T H E S P E C I F I C A T I O N S NEW YORK STATE YOU MUST CALL 811 BEFORE ANY EXCAVATION WHETHER IT'S ON PRIVATE OR PUBLIC LAND. 1-800-962-7962 www.digsafelynewyork.com Know what's below. Callbefore you dig. W E S NAD83NAD83 1"=20' 02051020 MODELED VEHICLE 45.83 7.25 18.25 4.167 20.334 DEER PARK LADDER FIRE TRUCK Overall Length 45.830ft Overall Width 8.080ft Overall Body Height 11.000ft Min Body Ground Clearance 1.349ft Track Width 8.080ft Lock-to-lock time 6.00s Curb to Curb Turning Radius 39.000ft HU NG ENFO RD HILL RO AD LANDS N/F OF CORNELL UNIVERSITY SECTION 61.0 BLOCK 1 LOT 7.2 LANDS N/F OF CORNELL UNIVERSITY SECTION 61.0 BLOCK 1 LOT 9 PROP +/- 6,816 SF WILDLIFE AVIARY BUILDING FFE = 1168.00 A-30 PROP FES INV OUT 1165.80 (15") A-170 PROP 98 LF 15 HDPE @ 4 55 1170 1175 1167 11681169 1171 1172 1173 1174 1176 1165 1163 11 6 4 1166 1167 1168 1169 11 6 6 PROP 17 LF 15" HDPE @ 4.71% A-90 PROP ROOF DRAIN INV OUT 1166.50 (6") A-180 A-70 PROP ROOF DRAIN INV OUT 1168.00 (6") A-80 A-50 PROP ROOF DRAIN INV OUT 1168.00 (6") A-60 A-130 PROP ROOF DRAIN INV OUT 1166.50 (6") A-190 A-110 PROP ROOF DRAIN INV OUT 1166.50 (6") A-210 B B A A C C PROP DRY SWALE 1 SEE DETAIL ON SHEET C-902) PROP 80 LF 6" PERF PVC @ 4.00% PROP43LF8 PVC@090 PROP 117 LF 6" PERF PVC @ 0.60% PROP 24 LF 6" PERF PVC @ 0.00% PROP 29 LF 6" PERF PVC @ 0.00% PROP 13 LF 6" PVC @ 0.00% PROP 49 LF 6" PERF PVC @ 0.00% PROP 15 LF 8" PVC @ 1.66% PROP DRY SWALE 2 SEE DETAIL ON SHEET C-902) 1164.02 1164.03 1162.67 1165.30 1167.96 1167.47 1168.00 1168.00 1168.00 1168.00 1167.911167.91 1167.96 1167.95 1167.89 PROP CONNECTION TO EX CB INV IN 15" HDPE: 1160.58 INV IN 8" PVC: 1160.58 1167.00 1163.97 1167.49 1167.83 1167.44 1167.81 1168.00 1168.00 1168.00 1162.63 1168.00 1167.87 1167.49 1165.30 1162.60 1162.66 PROP 8" STANDPIPE RIM: 1164.5 INV IN 6" PVC: 1160.97 INV OUT 8" PVC: 1160.97 1162 PROP STONE CHECK DAM (TYP) PROP STONE CHECK DAM (TYP) INV 1164.17 INV 1163.00 INV 1166.37 INV 1166.40 INV 1166.40 PROP STORMWATER PLANTER SEE DETAIL ON SHEET C-902) PROP STORMWATER PLANTER SEE DETAIL ON SHEET C-902) B 1164.03 1165.30 1165.25 B INV 1162.50 1166.90 1166.90 1166.90 1166.90 1166.90 1166.90 1166.90 1166.90 1166.90 1167.88 1167.93 1167.81 PROP STABILIZED APRON PROP PEA GRAVEL DIAPHRAGM PROP STABILIZED APRON W W W W W W W W W W W E E E E E E E E E E E E E C-401 GRADING AND DRAINAGE PLAN DI S C L A I M E R Th i s d r a w i n g a n d o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t F u r t h e r B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR P: 2 0 2 5 N Y B 2 5 0 0 4 4 0 0 C A D D R A W I N G S P L A N S E T S C I V I L S I T E P L A N S P C I V L P R O P N Y B 2 5 0 0 4 4 0 0 0 A L A Y O U T C 4 0 1 G R A D GS THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: NYB250044.00-0A GRS RLB 07/07/2025 P-CIVL-PROP SITE DEVELOPMENT PLANS CORNELL UNIVERSITY PROPOSED WILDLIFE REHABILITATION AVIARY SWANSON DRIVE TOWN OF ITHACA TOMPKINS COUNTY NEW YORK STATE TAX MAP IDS: 61.0-1-7.2 & 61.0-1-9 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 8-12-2025 REVISED PER TOWN COMMENT GRS RLB 9-2-2025 REVISED PER TOWN COMMENT GRS RLB 9-2-2025 PRELIMINARY BOHLER PLANNING, LANDSCAPE ARCHITECTURE, ENGINEERING AND SURVEYING NY, PLLC 70 LINDEN OAKS, THIRD FLOOR ROCHESTER, NY 14625 Phone:(585) 866-1100 www.BohlerEngineering.com TM TH E I N F O R M A T I O N D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P IE D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R O N L Y A P P R O V E D S I G N E D A N D S E A L E D P L A N S S H A L L B E U T IL I Z E D F O R C O N S T R U C T I O N P U R P O S E S SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S TM BO H L E R TH E E D U C A T I O N L A W O F T H E S T A T E O F N E W Y O R K S E C T I O N 7 2 0 9 2 P R O H I B I T S A N Y P E R S O N A L T E R I N G A N Y T H I N G O N T H E S E D R A W I N G S A N D O R T H E A C C O M P A N Y I N G S P E C I F I C A T I O N S U N L E S S I T I S U N D E R T H E D I R E C T I O N O F A L I C E N S E D PR O F E S S I O N A L E N G I N E E R W H E R E S U C H A L T E R A T I O N S A R E M A D E T H E P R O F E S S I O N A L E N G I N E E R M U S T S I G N S E A L D A T E A N D D E S C R I B E T H E F U L L E X T E N T O F T H E A L T E R A T I O N O N T H E D R A W I N G S A N D O R I N T H E S P E C I F I C A T I O N S NEW YORK STATE YOU MUST CALL 811 BEFORE ANY EXCAVATION WHETHER IT'S ON PRIVATE OR PUBLIC LAND. 1-800-962-7962 www.digsafelynewyork.com Know what's below. Callbefore you dig. W E S NAD83NAD83 1"=20' 02051020 THIS PLAN TO BE UTILIZED FOR GRADING, DRAINAGE AND UTILITIES PURPOSES ONLY LEGEND G.C. SHALL ENSURE ADA COMPLIANT SIDEWALK / CROSSWALK 2.00% MAX CROSS SLOPE / 5.00% MAX RUNNING SLOPE) G.C. SHALL ENSURE ADA COMPLIANT DOOR/RAMP LANDING 2.00% MAX SLOPE IN ALL DIRECTIONS) G.C. SHALL ENSURE ADA COMPLIANT RAMP 2.00% MAX CROSS SLOPE / 8.33% MAX RUNNING SLOPE) A B C HU NG ENFO RD HILL RO AD LANDS N/F OF CORNELL UNIVERSITY SECTION 61.0 BLOCK 1 LOT 7.2 LANDS N/F OF CORNELL UNIVERSITY SECTION 61.0 BLOCK 1 LOT 9 PROP +/- 6,816 SF WILDLIFE AVIARY BUILDING PROP WATER SERVICE CONNECTION TO EX BUILDING PER CORNELL SPECIFICATIONS. EXACT LOCATION TO BE CONFIRMED WITH CORNELL PRIOR TO CONSTRUCTION. PROP WATER SERVICE CONNECTION TO BUILDING PROP UNDERGROUND ELECTRICAL SERVICE TO BUILDING PER CORNELL SPECIFICATIONS. REFER TO ELECTRICAL DRAWINGS. PROP UNDERGROUND ELECTRICAL SERVICE CONNECTION TO EX BUILDING PER CORNELL SPECIFICATIONS. EXACT LOCATION TO BE CONFIRMED WITH CORNELL PRIOR TO CONSTRUCTION. PROP +/- 165 LF - 1" HDPE DR-11 WATER SERVICE W W W W W W W W W W W E E E E E E E E E E E E E PROP CURB STOP AND VALVE BOX PROP UNDERGROUND ELECTRICAL SERVICE CONNECTION TO BUILDING C-501 UTILITY PLAN THIS PLAN TO BE UTILIZED FOR UTILITIES PURPOSES ONLY DI S C L A I M E R Th i s d r a w i n g a n d o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t F u r t h e r B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR P: 2 0 2 5 N Y B 2 5 0 0 4 4 0 0 C A D D R A W I N G S P L A N S E T S C I V I L S I T E P L A N S P C I V L P R O P N Y B 2 5 0 0 4 4 0 0 0 A L A Y O U T C 5 0 1 U T I L GS THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: NYB250044.00-0A GRS RLB 07/07/2025 P-CIVL-PROP SITE DEVELOPMENT PLANS CORNELL UNIVERSITY PROPOSED WILDLIFE REHABILITATION AVIARY SWANSON DRIVE TOWN OF ITHACA TOMPKINS COUNTY NEW YORK STATE TAX MAP IDS: 61.0-1-7.2 & 61.0-1-9 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 8-12-2025 REVISED PER TOWN COMMENT GRS RLB 9-2-2025 REVISED PER TOWN COMMENT GRS RLB 9-2-2025 PRELIMINARY BOHLER PLANNING, LANDSCAPE ARCHITECTURE, ENGINEERING AND SURVEYING NY, PLLC 70 LINDEN OAKS, THIRD FLOOR ROCHESTER, NY 14625 Phone:(585) 866-1100 www.BohlerEngineering.com TM TH E I N F O R M A T I O N D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P IE D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R O N L Y A P P R O V E D S I G N E D A N D S E A L E D P L A N S S H A L L B E U T IL I Z E D F O R C O N S T R U C T I O N P U R P O S E S SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S TM BO H L E R TH E E D U C A T I O N L A W O F T H E S T A T E O F N E W Y O R K S E C T I O N 7 2 0 9 2 P R O H I B I T S A N Y P E R S O N A L T E R I N G A N Y T H I N G O N T H E S E D R A W I N G S A N D O R T H E A C C O M P A N Y I N G S P E C I F I C A T I O N S U N L E S S I T I S U N D E R T H E D I R E C T I O N O F A L I C E N S E D PR O F E S S I O N A L E N G I N E E R W H E R E S U C H A L T E R A T I O N S A R E M A D E T H E P R O F E S S I O N A L E N G I N E E R M U S T S I G N S E A L D A T E A N D D E S C R I B E T H E F U L L E X T E N T O F T H E A L T E R A T I O N O N T H E D R A W I N G S A N D O R I N T H E S P E C I F I C A T I O N S NEW YORK STATE YOU MUST CALL 811 BEFORE ANY EXCAVATION WHETHER IT'S ON PRIVATE OR PUBLIC LAND. 1-800-962-7962 www.digsafelynewyork.com Know what's below. Callbefore you dig. W E S NAD83NAD83 1"=20' 02051020 HU NG ENFO RD HILL RO AD LANDS N/F OF CORNELL UNIVERSITY SECTION 61.0 BLOCK 1 LOT 7.2 LANDS N/F OF CORNELL UNIVERSITY SECTION 61.0 BLOCK 1 LOT 9 PROP +/- 6,816 SF WILDLIFE AVIARY BUILDING FFE = 1168.00 1170 1175 1167 11681169 1171 1172 1173 1174 1176 1165 1163 11 6 4 1166 1167 1168 1169 11 6 6 1162 W W W W W W W W W W W E E E E E E E E E E E E E SF SF SF SF SF FS FS FS FS FS PROP INLET PROTECTION (TYP) SEE DETAIL ON SHEET C-802) PROP TEMPORARY STOCKPILE SEE DETAIL ON SHEET C-802) SF SF SF PROP CONCRETE WASHOUT AREA SEE DETAIL ON SHEET C-802) PROP 24' X 50' STABILIZED CONSTRUCTION ENTRANCE SEE DETAIL ON SHEET C-802) SF SF SF SF SF SF SF PROP +/- 100 LF - SILT FENCE SEE DETAIL ON SHEET C-802) PROP +/- 50 LF - SILT FENCE SEE DETAIL ON SHEET C-802) SF SF SF SF SF SF SF SF PROP +/- 70 LF - SILT FENCE SEE DETAIL ON SHEET C-802) SF SF SF SF SF PROP +/- 80 LF - SILT FENCE SEE DETAIL ON SHEET C-802) C-801 EROSION AND SEDIMENT CONTROLPLANTHISPLANTOBEUTILIZEDFOR SOIL EROSION AND SEDIMENT CONTROL PURPOSES ONLY DI S C L A I M E R Th i s d r a w i n g a n d o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t F u r t h e r B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR P: 2 0 2 5 N Y B 2 5 0 0 4 4 0 0 C A D D R A W I N G S P L A N S E T S C I V I L S I T E P L A N S P C I V L P R O P N Y B 2 5 0 0 4 4 0 0 0 A L A Y O U T C 8 0 1 E R O S GS THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: NYB250044.00-0A GRS RLB 07/07/2025 P-CIVL-PROP SITE DEVELOPMENT PLANS CORNELL UNIVERSITY PROPOSED WILDLIFE REHABILITATION AVIARY SWANSON DRIVE TOWN OF ITHACA TOMPKINS COUNTY NEW YORK STATE TAX MAP IDS: 61.0-1-7.2 & 61.0-1-9 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 8-12-2025 REVISED PER TOWN COMMENT GRS RLB 9-2-2025 REVISED PER TOWN COMMENT GRS RLB 9-2-2025 PRELIMINARY BOHLER PLANNING, LANDSCAPE ARCHITECTURE, ENGINEERING AND SURVEYING NY, PLLC 70 LINDEN OAKS, THIRD FLOOR ROCHESTER, NY 14625 Phone:(585) 866-1100 www.BohlerEngineering.com TM TH E I N F O R M A T I O N D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P IE D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R O N L Y A P P R O V E D S I G N E D A N D S E A L E D P L A N S S H A L L B E U T IL I Z E D F O R C O N S T R U C T I O N P U R P O S E S SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S TM BO H L E R TH E E D U C A T I O N L A W O F T H E S T A T E O F N E W Y O R K S E C T I O N 7 2 0 9 2 P R O H I B I T S A N Y P E R S O N A L T E R I N G A N Y T H I N G O N T H E S E D R A W I N G S A N D O R T H E A C C O M P A N Y I N G S P E C I F I C A T I O N S U N L E S S I T I S U N D E R T H E D I R E C T I O N O F A L I C E N S E D PR O F E S S I O N A L E N G I N E E R W H E R E S U C H A L T E R A T I O N S A R E M A D E T H E P R O F E S S I O N A L E N G I N E E R M U S T S I G N S E A L D A T E A N D D E S C R I B E T H E F U L L E X T E N T O F T H E A L T E R A T I O N O N T H E D R A W I N G S A N D O R I N T H E S P E C I F I C A T I O N S NEW YORK STATE YOU MUST CALL 811 BEFORE ANY EXCAVATION WHETHER IT'S ON PRIVATE OR PUBLIC LAND. 1-800-962-7962 www.digsafelynewyork.com Know what's below. Callbefore you dig. W E S NAD83NAD83 1"=20' 02051020 C-802 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS DI S C L A I M E R Th i s d r a w i n g a n d o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t F u r t h e r B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR P: 2 0 2 5 N Y B 2 5 0 0 4 4 0 0 C A D D R A W I N G S P L A N S E T S C I V I L S I T E P L A N S P C I V L C N D S N Y B 2 5 0 0 4 4 0 0 0 A L A Y O U T C 8 0 2 E R O D GS THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: NYB250044.00-0A GRS RLB 07/07/2025 P-CIVL-CNDS SITE DEVELOPMENT PLANS CORNELL UNIVERSITY PROPOSED WILDLIFE REHABILITATION AVIARY SWANSON DRIVE TOWN OF ITHACA TOMPKINS COUNTY NEW YORK STATE TAX MAP IDS: 61.0-1-7.2 & 61.0-1-9 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 8-12-2025 REVISED PER TOWN COMMENT GRS RLB 9-2-2025 REVISED PER TOWN COMMENT GRS RLB 9-2-2025 PRELIMINARY BOHLER PLANNING, LANDSCAPE ARCHITECTURE, ENGINEERING AND SURVEYING NY, PLLC 70 LINDEN OAKS, THIRD FLOOR ROCHESTER, NY 14625 Phone:(585) 866-1100 www.BohlerEngineering.com TM TH E I N F O R M A T I O N D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P IE D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R O N L Y A P P R O V E D S I G N E D A N D S E A L E D P L A N S S H A L L B E U T IL I Z E D F O R C O N S T R U C T I O N P U R P O S E S SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S TM BO H L E R TH E E D U C A T I O N L A W O F T H E S T A T E O F N E W Y O R K S E C T I O N 7 2 0 9 2 P R O H I B I T S A N Y P E R S O N A L T E R I N G A N Y T H I N G O N T H E S E D R A W I N G S A N D O R T H E A C C O M P A N Y I N G S P E C I F I C A T I O N S U N L E S S I T I S U N D E R T H E D I R E C T I O N O F A L I C E N S E D PR O F E S S I O N A L E N G I N E E R W H E R E S U C H A L T E R A T I O N S A R E M A D E T H E P R O F E S S I O N A L E N G I N E E R M U S T S I G N S E A L D A T E A N D D E S C R I B E T H E F U L L E X T E N T O F T H E A L T E R A T I O N O N T H E D R A W I N G S A N D O R I N T H E S P E C I F I C A T I O N S NEW YORK STATE YOU MUST CALL 811 BEFORE ANY EXCAVATION WHETHER IT'S ON PRIVATE OR PUBLIC LAND. 1-800-962-7962 www.digsafelynewyork.com Know what's below. Callbefore you dig. NEW YORK EROSION AND SEDIMENT CONTROL NOTES 1.ALL SEDIMENT AND EROSION CONTROL MEASURES SHALL BE DONE AS SET FORTH IN THE MOST CURRENT STATE SEDIMENT AND EROSION CONTROL MANUAL. 2.THOSE AREAS UNDERGOING ACTUAL CONSTRUCTION WILL BE LEFT IN AN UNTREATED OR UNVEGETATED CONDITION FOR A MINIMUM TIME. AREAS SHALL BE PERMANENTLY STABILIZED IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REQUIREMENTS. AT A MINIMUM, AREAS SHALL BE PERMANENTLY STABILIZED ACCORDING TO THE NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL (REFERRED TO AS THE "BLUE BOOK"), OR IN THE ABSENCE OF THE BLUE BOOK, THEY SHALL BE PERMANENTLY STABILIZED WITHIN 14 DAYS OF FINAL GRADING AND TEMPORARILY STABILIZED WITHIN 30 DAYS OF INITIAL DISTURBANCE OF THE SOIL. IF THE DISTURBANCE IS WITHIN 100 FEET OF A STREAM OR POND, THE AREA SHALL BE STABILIZED WITHIN 7 DAYS OR PRIOR TO ANY STORM EVENT (THIS WOULD INCLUDE WETLANDS). 3.SEDIMENT BARRIERS (SILT FENCE, STRAW BARRIERS, ETC.) SHOULD BE INSTALLED PRIOR TO ANY SOIL DISTURBANCE OF THE CONTRIBUTING DRAINAGE AREA ABOVE THEM. MULCH NETTING SHALL BE USED TO ANCHOR MULCH IN ALL AREAS WITH SLOPES GREATER THAN 8%. 4.INSTALL SILTATION BARRIER AT TOE OF SLOPE TO FILTER SILT FROM RUNOFF. SEE SILTATION BARRIER DETAILS FOR PROPER INSTALLATION. SILTATION BARRIER WILL REMAIN IN PLACE PER NOTE #5. THE FOLLOWING EROSION CONTROL MEASURES ARE PROPOSED FOR THIS SITE SUCH AS: 4.1.SILT FENCE 4.2.INLET PROTECTION 4.3.COMPOST FILTER SOCK 5.ALL EROSION CONTROL STRUCTURES WILL BE INSPECTED, REPLACED AND/OR REPAIRED EVERY 7 DAYS AND IMMEDIATELY FOLLOWING ANY SIGNIFICANT RAINFALL OR SNOW MELT OR WHEN NO LONGER SERVICEABLE DUE TO SEDIMENT ACCUMULATION OR DECOMPOSITION. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE HALF THE HEIGHT OF THE BARRIER. SEDIMENT CONTROL DEVICES SHALL REMAIN IN PLACE AND BE MAINTAINED BY THE CONTRACTOR UNTIL AREAS UPSLOPE ARE PERMANENTLY STABILIZED. FOR SEDIMENT CONTROL DEVICES THAT ARE WITHIN AREAS SUBJECT TO CONSERVATION COMMISSION JURISDICTION, THE DEVICES SHALL REMAIN IN PLACE AND BE REMOVED IN ACCORDANCE WITH THE ORDER OF CONDITIONS. 6.NO SLOPES, EITHER PERMANENT OR TEMPORARY, SHALL BE STEEPER THAN TWO TO ONE (2:1) UNLESS OTHERWISE INDICATED ON THE PLANS. SLOPE PROTECTION FOR SLOPES GREATER THAN 2:1 SHALL BE DESIGNED BY A GEOTECHINCAL ENGINEER. 7.IF FINAL SEEDING OF THE DISTURBED AREAS IS NOT COMPLETED 45 DAYS PRIOR TO THE FIRST KILLING FROST, USE TEMPORARY MULCH DORMANT SEEDING MAY BE ATTEMPTED AS WELL) TO PROTECT THE SITE AND DELAY SEEDING UNTIL THE NEXT RECOMMENDED SEEDING PERIOD. 8.TEMPORARY SEEDING OF DISTURBED AREAS THAT HAVE NOT BEEN FINAL GRADED SHALL BE COMPLETED 45 DAYS PRIOR TO THE FIRST KILLING FROST TO PROTECT FROM SPRING RUNOFF PROBLEMS. 9.DURING THE CONSTRUCTION PHASE, INTERCEPTED SEDIMENT SHALL BE REMOVED AND DISPOSED OF IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL STANDARDS. 10.REVEGETATION MEASURES WILL COMMENCE UPON COMPLETION OF CONSTRUCTION EXCEPT AS NOTED ABOVE. ALL DISTURBED AREAS NOT OTHERWISE STABILIZED WILL BE GRADED, SMOOTHED, AND PREPARED FOR FINAL SEEDING AS FOLLOWS: a)SIX INCHES, OR DEPTH SPECIFIED ON THE LANDSCAPE PLAN, OF LOAM WILL BE SPREAD OVER DISTURBED AREAS AND SMOOTHED TO A UNIFORM SURFACE. b)APPLY LIMESTONE AND FERTILIZER ACCORDING TO SOIL TEST. IF SOIL TESTING IS NOT FEASIBLE ON SMALL OR VARIABLE SITES, OR WHERE TIMING IS CRITICAL, FERTILIZER MAY BE APPLIED AT THE RATE OF 800 LB PER ACRE OR 18.4 LB PER 1,000 SF USING 10-20-20 OR EQUIVALENT. APPLY GROUND LIMESTONE (EQUIVALENT TO 50% CALCIUM PLUS MAGNESIUM OXIDE) AT A RATE OF 3 TONS PER ACRE (138 LB PER1,000 SF). c)FOLLOWING SEED BED PREPARATION, DITCHES AND BACK SLOPES WILL BE SEEDED TO A MIXTURE OF 47% CREEPING RED FESCUE, 5% REDTOP, AND 48% TALL FESCUE. THE LAWN AREAS WILL BE SEEDED TO A PREMIUM TURF MIXTURE OF 44% KENTUCKY BLUE-GRASS, 44% CREEPING RED FESCUE, AND 12% PERENNIAL RYEGRASS: SEEDING RATE IS 1.03 LBS PER 1,000 SF LAWN. QUALITY SOD MAY BE SUBSTITUTED FOR SEED WHERE SLOPES DO NOT EXCEED 2:1, SOD ON SLOPES STEEPER THAN 3:1 SHOULD BE PEGGED. d)STRAW MULCH AT THE RATE OF 70-90 LBS PER 1,000 SF. A HYDRO-APPLICATION OF WOOD OR PAPER FIBER SHALL BE APPLIED FOLLOWING SEEDING. A SUITABLE NON-TOXIC BINDER WILL BE USED ON STRAW MULCH FOR WIND CONTROL. 11.ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED ONCE THE SITE IS 70% STABILIZED. FOR EROSION CONTROL MEASURES THAT ARE WITHIN AREAS SUBJECT TO CONSERVATION COMMISSION JURISDICTION, THE MEASURES SHALL REMAIN IN PLACE AND BE REMOVED IN ACCORDANCE WITH THE ORDER OF CONDITIONS. 12.WETLANDS WILL BE PROTECTED WITH BARRIERS CONSISTING OF STRAW BALES, COMPOST TUBES, SILT FENCE OR A COMBINATION THEREOF. 13.ALL AREAS WITHIN 100 FEET OF A FLAGGED WETLAND OR STREAM SHALL HAVE AN EXPOSURE WINDOW OF NOT MORE THAN 7 DAYS. 14.ALL AREAS WITHIN 100 FEET OF A FLAGGED WETLAND OR STREAM SHALL FOLLOW APPROPRIATE EROSION CONTROL MEASURES PRIOR TO EACH STORM IF NOT BEING ACTIVELY WORKED: LOCATION MULCH MULCH RATE (1000 SF) PROTECTED AREA STRAW 100 POUNDS WINDY AREA SHREDDED OR CHOPPED CORNSTALKS 185-275 POUNDS STRAW (ANCHORED)*100 POUNDS MODERATE TO HIGH JUTE MESH OR EXCELSIOR MAT AS REQUIRED VELOCITY AREAS OR STEEP SLOPES GREATER THAN 3:1 GREATER THAN 3:1 (REFER TO GEOTECHNICAL REPORT FOR FINAL DESIGN REQUIREMENT) A HYDRO-APPLICATION OF WOOD OR PAPER FIBER MAY BE APPLIED FOLLOWING SEEDING. A SUITABLE NON-TOXIC BINDER SHALL BE USED TO ADDITIONAL WIND CONTROL. MULCH ANCHORING: ANCHOR MULCH WITH PEG AND TWINE (1 SQ. YD/BLOCK); MULCH NETTING (AS PER MANUFACTURER); WOOD CELLULOSE FIBER (750 LBS/ACRE); CHEMICAL TACK (AS PER MANUFACTURER'S SPECIFICATIONS); USE OF A SERRATED STRAIGHT DISK. WETTING FOR SMALL AREAS AND ROAD DITCHES MAY BE PERMITTED. 15.STOCKPILING OF MATERIALS (DIRT, WOOD, CONSTRUCTION MATERIALS, ETC.) MUST REMAIN COVERED AT ALL TIMES TO MINIMIZE ANY DUST PROBLEMS THAT MAY OCCUR WITH ADJACENT PROPERTIES AND TO PROVIDE MAXIMUM PROTECTION AGAINST EROSION RUNOFF. 16.EXISTING CATCH BASIN STRUCTURES SHALL BE PROTECTED UNTIL SUCH TIME AS THEY ARE REMOVED. 17.THE CONTRACTOR MUST PERFORM DEWATERING (IF REQUIRED), IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN AND PAY FOR THE COSTS ASSOCIATED WITH ANY AND ALL NECESSARY DISCHARGE PERMITS ASSOCIATED WITH SAME. 18.THE CONTRACTOR MUST LOCATE CONSTRUCTION WASTE MATERIAL STORAGE AREAS TO MINIMIZE EXPOSURE TO STORMWATER. THE CONTRACTOR MUST IMMEDIATE PLACE CONSTRUCTION WASTE IN ON-SITE STORAGE CONTAINERS UNTIL THAT CONSTRUCTION WASTE IS READY FOR OFF-SITE DISPOSAL. THE CONTRACTOR MUST MAINTAIN SPILL PREVENTION AND RESPONSE EQUIPMENT AND MAKE SAME CONTINUOUSLY AVAILABLE ON-SITE FOR USE BY THE CONTRACTOR'S EMPLOYEES WHO MUST BE PROPERLY TRAINED IN THE APPLICATION OF SPILL PREVENTION AND RESPONSE PROCEDURES. 19.EROSION CONTROL NOTES DURING WINTER CONSTRUCTION 20.WINTER CONSTRUCTION PERIOD: NOVEMBER 1 THROUGH APRIL 15. 21.WINTER EXCAVATION AND EARTHWORK SHALL BE DONE SUCH THAT THE AMOUNT OF AREA OPEN AT ONE TIME IS MINIMIZED TO THE MAXIMUM EXTENT PRACTICABLE AND IN CONFORMANCE WITH THE STORMWATER POLLUTION PREVENTION PLAN SUCH THAT ADEQUATE PROVISIONS ARE EMPLOYED TO CONTROL STORMWATER RUNOFF. 22.CONTINUATION OF EARTHWORK OPERATION ON ADDITIONAL AREAS SHALL NOT BEGIN UNTIL THE EXPOSED SOIL SURFACE ON THE AREA BEING WORKED HAS BEEN STABILIZED SUCH THAT NO LARGER AREA OF THE SITE IS WITHOUT EROSION CONTROL PROTECTION AS LISTED IN ITEM 2 ABOVE. 23.AN AREA SHALL BE CONSIDERED TO HAVE BEEN TEMPORARILY STABILIZED WHEN EXPOSED SURFACES HAVE BEEN EITHER MULCHED WITH STRAW OR STRAW AT A RATE OF 100 LB. PER 1,000 SQUARE FEET (WITH OR WITHOUT SEEDING) OR DORMANT SEEDED, MULCHED AND ADEQUATELY ANCHORED BY AN APPROVED ANCHORING TECHNIQUE. 24.FOR AREAS WHERE CONSTRUCTION ACTIVITIES HAVE CEASED FOR A PERIOD EXCEEDING 14 DAYS BETWEEN THE DATES OF NOVEMBER 1ST AND APRIL 1ST, LOAM OR SEED WILL NOT BE REQUIRED. THE SLOPES SHALL BE FINE GRADED AND EITHER PROTECTED WITH MULCH OR TEMPORARILY SEEDED. IF THE EXPOSED AREA HAS BEEN LOAMED, FINAL GRADED AND IS SMOOTH, THEN THE AREA MAY BE DORMANT SEEDED AT A RATE OF 200-300% HIGHER THAN SPECIFIED FOR PERMANENT SEED AND THEN MULCHED AS APPLICABLE. SLOPES SHALL NOT BE LEFT UNSTABILIZED OVER THE WINTER OR IN AREAS WHERE WORK HAS CEASED FOR MORE THAN 14 DAYS UNLESS TREATED IN THE ABOVE MANNER. UNTIL SUCH TIME AS WEATHER CONDITIONS ALLOW DITCHES TO BE FINISHED WITH THE PERMANENT SURFACE TREATMENT, EROSION SHALL BE CONTROLLED BY THE INSTALLATION OF SEDIMENT BARRIERS OR STONE CHECK DAMS IN ACCORDANCE WITH THE STANDARD DETAILS. 25.MULCHING REQUIREMENTS: a)BETWEEN THE DATES OF NOVEMBER 1ST AND APRIL 15TH ALL MULCH SHALL BE ANCHORED BY EITHER PEG LINE, MULCH NETTING OR WOOD CELLULOSE FIBER. b)MULCH NETTING SHALL BE USED TO ANCHOR MULCH IN ALL DRAINAGE WAYS WITH A SLOPE GREATER THAN 3% FOR SLOPE EXPOSED TO DIRECT WINDS AND FOR ALL OTHER SLOPES GREATER THAN 8%. c)MULCH NETTING SHALL BE USED TO ANCHOR MULCH IN ALL AREAS WITH SLOPES GREATER THAN 15%. AFTER OCTOBER 1ST THE SAME APPLIES FOR ALL SLOPES GREATER THAN 8%. 26.ALL DISTURBED AREAS SHALL BE STABILIZED IN ACCORDANCE WITH THE STORMWATER PREVENTION PLAN. 27.DURING THE WINTER CONSTRUCTION PERIOD ALL SNOW SHALL BE REMOVED FROM AREAS OF SEEDING AND MULCHING PRIOR TO PLACEMENT. GENERAL EROSION AND SEDIMENT CONTROL NOTES 1.THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2.EROSION CONTROL MEASURES MUST CONFORM TO THE STATE, LOCAL, AND FEDERAL GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL UNLESS OTHERWISE NOTED, OR UNLESS THE PROFESSIONAL OF RECORD CLEARLY AND SPECIFICALLY, IN WRITING, DIRECTS OTHERWISE. INSTALLATION OF EROSION CONTROL, CLEARING, AND SITE WORK MUST BE PERFORMED EXACTLY AS INDICATED IN THE EROSION CONTROL CONSTRUCTION NOTES. 3.THE DISTURBED LAND AREA OF THIS SITE IS APPROXIMATELY 0.60 ACRES. 4.THE FOLLOWING EROSION CONTROL MEASURES ARE PROPOSED FOR THIS SITE: a)STABILIZED CONSTRUCTION ENTRANCE/ EXIT - A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT IS TO BE INSTALLED AT THE DESIGNATED LOCATION SHOWN ON THE PLAN. THIS AREA MUST BE GRADED SO THAT RUNOFF WATER WILL BE RETAINED ON-SITE. b)SEDIMENT FENCE - INSTALL SILT FENCE(S) AND/OR SILT SOCK AROUND ALL OF THE DOWNSLOPE PERIMETERS OF THE SITE, TEMPORARY FILL AND SOIL STOCKPILES. c)INSTALL FILTER FABRIC DROP INLET PROTECTION AROUND EACH DRAINAGE INLET AS DRAINAGE STRUCTURES ARE INSTALLED TO REDUCE THE QUANTITY OF SEDIMENT. INSTALL TEMPORARY INLET PROTECTION ON INLETS DOWNSLOPE FROM DISTURBANCE, WHICH MAY BE BEYOND THE LIMITS OF DISTURBED AREA. 5.INSTALLATION OF EROSION CONTROL DEVICES MUST BE IN ACCORDANCE WITH ALL OF THE MANUFACTURER'S RECOMMENDATIONS. 6.THE CONTRACTOR MUST INSPECT EROSION CONTROL MEASURES WEEKLY. THE CONTRACTOR MUST REMOVE ANY SILT DEPOSITS GREATER THAN 6 INCHES OR HALF THE EROSION CONTROL BARRIER'S HEIGHT COLLECTED ON THE FILTER FABRIC AND/OR SILT SOCK BARRIERS AND EXCAVATE AND REMOVE ANY SILT FROM DROP INLET PROTECTION. 7.THE CONTRACTOR MUST APPLY TEMPORARY SEED AND MULCH TO ALL DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINISHED GRADE AND VEGETATED WITHIN 7 DAYS. WHEN AREAS ARE DISTURBED AFTER THE GROWING SEASON, THE CONTRACTOR MUST STABILIZE SAME WITH GEOTEXTILE FABRIC AND MAINTAIN SAME IN STRICT ACCORDANCE WITH BEST MANAGEMENT PRACTICES. 8.THE CONTRACTOR MUST INSTALL ADDITIONAL EROSION CONTROL MEASURES IF THE PROFESSIONAL OF RECORD SO REQUIRES, TO PREVENT ANY, INCLUDING THE INCIDENTAL, DISCHARGE OF SILT-LADEN RUNOFF FROM EXITING THE SITE. 9.THE CONTRACTOR MUST BE RESPONSIBLE FOR INSPECTING AND MAINTAINING ALL EROSION CONTROL MEASURES ON THE SITE UNTIL PERMANENT PAVING AND TURF/LANDSCAPING IS ESTABLISHED. THE COSTS OF INSTALLING AND MAINTAINING THE EROSION CONTROL MEASURES MUST BE INCLUDED IN THE BID PRICE FOR THE SITE WORK AND THE CONTRACTOR IS RESPONSIBLE FOR ALL SUCH COSTS. 10.THE CONTRACTOR MUST CONTINUE TO MAINTAIN ALL EROSION CONTROL MEASURES UNTIL THE COMPLETION OF CONSTRUCTION AND THE ESTABLISHMENT OF VEGETATION. 11.THE CONTRACTOR MUST REMOVE EROSION CONTROL MEASURES, SILT AND DEBRIS AFTER ESTABLISHING PERMANENT VEGETATION COVER OR OTHER INSTALLING A DIFFERENT, SPECIFIED METHOD OF STABILIZATION. 12.THIS PLAN REPRESENTS THE MINIMUM LEVEL OF IMPLEMENTATION OF TEMPORARY EROSION AND SEDIMENTATION CONTROL FACILITIES, MEASURES AND STRUCTURES. ADDITIONAL FACILITIES, MEASURES AND STRUCTURES MUST BE INSTALLED WHERE NECESSARY TO COMPLY WITH ALL APPLICABLE CODES AND STANDARDS AND/OR TO PREVENT ANY, INCLUDING THE INCIDENTAL DISCHARGE OF SILT-LADEN RUNOFF FROM EXITING THE SITE. 13.THE CONTRACTOR MUST PROTECT ALL EXISTING TREES AND SHRUBS. THE CONTRACTOR MUST REFER TO THE LANDSCAPE AND/OR DEMOLITION PLAN(S) FOR TREE PROTECTION, FENCE LOCATIONS AND DETAILS. 14.THE CONTRACTOR MUST REFER TO GRADING PLANS FOR ADDITIONAL INFORMATION. 15.THE CONTRACTOR MUST CLEAN EXISTING AND PROPOSED DRAINAGE STRUCTURES AND INTERCONNECTING PIPES ON OR OFF-SITE AS THE JURISDICTIONAL AGENCY REQUIRES, BOTH AT THE TIME OF SITE STABILIZATION AND AT END OF PROJECT. 16.SOIL EROSION CONTROL MEASURES MUST BE ADJUSTED OR RELOCATED BY THE CONTRACTOR AS IDENTIFIED DURING SITE OBSERVATION IN ORDER TO MAINTAIN THE COMPLETE EFFECTIVENESS OF ALL CONTROL MEASURES. 17.THE CONTRACTOR MUST IDENTIFY, ON THE PLAN, THE LOCATION OF WASTE CONTAINERS, FUEL STORAGE TANKS, CONCRETE WASHOUT AREAS AND ANY OTHER LOCATIONS WHERE HAZARDOUS MATERIALS ARE STORED. SOIL RESTORATION PROCEDURE, PER NYSDEC "BLUE BOOK": DURING PERIODS OF RELATIVELY LOW TO MODERATE SUBSOIL MOISTURE, THE DISTURBED SUBSOILS ARE RETURNED TO ROUGH GRADE AND THE FOLLOWING SOIL RESTORATION STEPS APPLIED: 1.APPLY 3 INCHES OF COMPOST OVER SUBSOIL. 2.TILL COMPOST INTO SUBSOIL TO A DEPTH OF AT LEAST 12 INCHES USING A CAT-MOUNTED RIPPER, TRACTOR-MOUNTED DISC, OR TILLER, MIXING, AND CIRCULATING AIR AND COMPOST INTO SUBSOILS. 3.ROCK-PICK UNTIL UPLIFTED STONE/ROCK MATERIALS OF FOUR INCHES AND LARGER SIZE ARE CLEANED OFF THE SITE. 4.APPLY TOPSOIL TO A DEPTH OF 6 INCHES. 5.VEGETATE AS REQUIRED BY APPROVED PLAN. AT THE END OF THE PROJECT AN INSPECTOR SHOULD BE ABLE TO PUSH A 3/8” METAL BAR 12 INCHES INTO THE SOIL JUST WITH BODY WEIGHT. TILLING (STEP 2 ABOVE) SHOULD NOT BE PERFORMED WITHIN THE DRIP LINE OF ANY EXISTING TREES OR OVER UTILITY INSTALLATIONS THAT ARE WITHIN 24 INCHES OF THE SURFACE. COMPOST SPECIFICATIONS: COMPOST SHALL BE AGED, FROM PLANT DERIVED MATERIALS, FREE OF VIABLE WEED SEEDS, HAVE NO VISIBLE FREE WATER OR DUST PRODUCED WHEN HANDLING, PASS THROUGH A HALF INCH SCREEN AND HAVE A PH SUITABLE TO GROW DESIRED PLANTS WITH NO OBJECTIONABLE ODORS. MAINTENANCE: A SIMPLE MAINTENANCE AGREEMENT SHOULD IDENTIFY WHERE SOIL RESTORATION IS APPLIED, WHERE NEWLY RESTORED AREAS ARE/CANNOT BE CLEARED, WHO THE RESPONSIBLE PARTIES ARE TO ENSURE THAT ROUTINE VEGETATION IMPROVEMENTS ARE MADE (I.E., THINNING, INVASIVE PLANT REMOVAL, ETC.). SOIL COMPOST AMENDMENTS WITHIN A FILTER STRIP OR GRASS CHANNEL SHOULD BE LOCATED IN PUBLIC RIGHT OF WAY, OR WITHIN A DEDICATED STORMWATER OR DRAINAGE EASEMENT. FIRST YEAR MAINTENANCE OPERATIONS INCLUDES: INITIAL INSPECTIONS FOR THE FIRST SIX MONTHS (ONCE AFTER EACH STORM GREATER THAN HALF-INCH). RESEEDING TO REPAIR BARE OR ERODING AREAS TO ASSURE GRASS STABILIZATION WATER ONCE EVERY THREE DAYS FOR FIRST MONTH, AND THEN PROVIDE A HALF INCH OF WATER PER WEEK DURING FIRST YEAR. IRRIGATION PLAN MAY BE ADJUSTED ACCORDING TO THE RAIN EVENT. FERTILIZATION MAY BE NEEDED IN THE FALL AFTER THE FIRST GROWING SEASON TO INCREASE PLANT VIGOR. ONGOING MAINTENANCE: TWO POINTS HELP ENSURE LASTING RESULTS OF DECOMPACTION: 1.PLANTING THE APPROPRIATE GROUND COVER WITH DEEP ROOTS TO MAINTAIN SOIL STRUCTURE. 2.KEEPING THE SITE FREE OF VEHICULAR AND FOOT TRAFFIC OR OTHER WEIGHT LOADS. CONSIDER PEDESTRIAN FOOTPATHS. SOMETIMES IT MAY BE NECESSARY TO DE-THATCH THE TURF EVERY FEW YEARS). SOIL RESTORATION REQUIREMENTS TYPE OF DISTURBANCE SOIL RESTORATION REQUIREMENT NO SOIL DISTURBANCE RESTORATION NOT PERMITTED MINIMAL SOIL DISTURBANCE RESTORATION NOT REQUIRED AREAS WHERE TOPSOIL IS STRIPPED ONLY - NO CHANGE IN GRADE HSG A&B: APPLY 6" OF TOPSOIL HSG C&D: AERATE AND APPLY 6" OF TOPSOIL AREAS OF CUT OR FILL HSG A&B: AERATE AND APPLY 6" OF TOPSOIL HSG C&D: APPLY FULL SOIL RESTORATION (SEE NOTES ON SHEET C-602) HEAVY TRAFFIC AREAS ON SITE ESPECIALLY IN A ZONE 5-25 FEET AROUND BUILDINGS BUT NOT WITHIN 5 FOOT PERIMETER AROUND FOUNDATION WALLS) APPLY FULL SOIL RESTORATION (DE-COMPACTION AND COMPOST ENHANCEMENT, PER CURRENT VERSION OF NYS DEC DEEP RIPPING AND DECOMPACTION) AREAS WHERE RUNOFF REDUCTION AND OR INFILTRATION PRACTICES ARE APPLIED RESTORATION NOT REQUIRED, BUT MAY BE APPLIED TO ENHANCE THE REDUCTION SPECIFIED FOR APPROPRIATE PRACTICES. REDEVELOPMENT PROJECTS SOIL RESTORATION IS REQUIRED ON REDEVELOPMENT PROJECTS IN AREAS WHERE EXISTING IMPERVIOUS AREA WILL BE CONVERTED TO PERVIOUS AREA. PLAN VIEW PROFILE 0 TO 2% 2% TO 5% 5% LENGTH OF STONE REQUIRED COARSE GRAINED SOILS FINE GRAINED SOILS 50 FT 100 FT ENTIRE ENTRANCE STABILIZED WITH FABC BASE COURSE (1) 1) AS PRESCRIBED BY LOCAL ORDINANCE OR OTHER GOVERNING AUTHORITY. 100 FT 200FT CHART 1 PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC R.O.W. 25'R 25'R SEE CHART 1 6"MI N SEE CHART 1 PUBLIC R.O.W. EXISTING GROUND 2-1/2" CLEAN STONE EXISTING GROUND PUBLIC RIGHT OF WAY PERCENT SLOPE OF ROADWAY STABILIZED CONSTRUCTION ENTRANCE NOT TO SCALE (NE-O020101 - 09/2023) NOTES: 1.TEMPORARY CONCRETE WASHOUT FACILITIES SHOULD BE LOCATED A MINIMUM OF 50 FT. FROM STORM DRAIN INLETS. 2.ONCE CONCRETE WASTES ARE WASHED INTO THE DESIGNATED AREA AND ALLOWED TO HARDEN, THE CONCRETE SHOULD BE BROKEN UP, REMOVED, AND DISPOSED OF OFF-SITE. CONTRACTOR TO DISPOSE OF HARDENED CONCRETE ON A REGULAR BASIS. 3.THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30 FT. OF THE TEMPORARY CONCRETE WASHOUT FACILITY. 4.PLASTIC LINING MATERIAL SHOULD BE A MINIMUM OF 10 MIL POLYETHYLENE SHEETING AND SHOULD BE FREE OF HOLES, TEARS, OR OTHER DEFECTS THAT COMPROMISE THE IMPERMEABILITY OF THE MATERIAL. 5.WASHOUT FACILITIES MUST BE CLEANED, OR NEW FACILITIES MUST BE CONSTRUCTED AND READY FOR USE ONCE THE WASHOUT IS 75% FULL. 6.STRAW BALE AND STAPLES MAY BE SUBSTITUTED WITH ALTERNATE SECURING MEASURES SUCH AS CONCRETE BLOCK. CONCRETE WASHOUT SIGN DETAIL (OR EQUIVALENT) SECTION A-A STAPLE DETAIL PLAN CONCRETE WASHOUT 10' MIN) VA R I E S 3' 3'4" 2" STAPLES 2 PER BALE) 10 MIL PLASTIC LINING BINDING WIRE STRAW BALE SEE NOTE 6) NATIVE MATERIAL OPTIONAL) WOOD OR METAL STAKES (2 PER BALE) 1/8" DIA. STEEL WIRE WOOD POST 3" X 3" X 8' 0.5" LAG SCREWS BLACK LETTERS PLYWOOD 48" X 24" PAINTED WHITE STAKE (TYP) STRAW BALE (TYP) CONCRETE WASTE MANAGEMENT AREA NOT TO SCALE (NE-O020201 - 09/2023) A A PLAN ELEVATION AREA OF SITE CONSTRUCTION AREA WITHIN PROTECTION ZONE/TREE DRIP LINE FENCE TO FOLLOW TREE DROP LINE OR 6' FROM TRUNK, WHICHEVER IS GREATER 4' WOOD & WIRE SNOW FENCE WITH STEEL STAKE 18" O.C. WOOD & WIRE SNOW FENCE USED AS TREE GUARD TO PREVENT DAMAGE FROM CONSTRUCTION EQUIPMENT TREE DRIP LINE/TREE PROTECTION ZONE 4' WOOD & WIRE SNOW FENCE WITH STEEL STAKES 18' O.C. AREA WITHIN TREE PROTECTION ZONE TO REMAIN UNDISTURBED DURING CONSTRUCTION TREE PROTECTION DURING SITE CONSTRUCTION NOT TO SCALE (NE-O030201 - 09/2023) BACKFILL SILT FENCE (3' WIDE) FABRIC POST BACKFILL FILTER FABRIC SLAT POST POST FILTER FABRIC SLAT BACKFILL 6"MIN LAP NATIVE SOIL 1-1/2" x 1-1/2" POST FABRIC WOOD OR PLASTIC SLAT STAPLED THROUGH FABRIC TO POST 24 M I N 12" MIN 12" MAX IN ROCKY SOIL.) NOTES: 1.EXCAVATE A 6"x6" TRENCH ALONG THE LINE OF EROSION CONTROL OF THE SITE. 2.UNROLL SILTATION FENCE AND POSITION THE POSTS AGAINST THE BACK (DOWNSTREAM) WALL OF THE TRENCH (NET SIDE AWAY FROM FLOW DIRECTION). 3.DRIVE THE POST INTO THE GROUND UNTIL THE NETTING IS LAYING ACROSS THE TRENCH BOTTOM. 4.LAY THE TOE-IN FLAP OF THE FABRIC ONTO THE UNDISTURBED BOTTOM OF THE TRENCH, BACKFILL ALSO BE ACCOMPLISHED BY LAYING FABRIC FLAP ON UNDISTURBED GROUND AND PILING & TAMPING FILL AT THE BASE. PERSPECTIVE OFFENCETOE-IN METHODS DETAIL OF POST ATTACHMENT PRE-ASSEMBLED PRIOR TO INSTALLATION FLOW SILT FENCE NOT TO SCALE (NE-O040101 - 09/2023) OR APPROVED EQUIVALENT 2" X 2" X 36" WOODEN STAKES PLACED 10' O.C. COMPOSITE FILTER SOCK (SEE PLAN FOR SIZE)BLOWN/PLACED FILTER MEDIA NOTES: 1.ALL MATERIAL TO MEET MANUFACTURER SPECIFICATIONS 2.COMPOST FILTER SOCK FILL TO MEET APPLICATION REQUIREMENTS. 3.COMPOST MATERIAL TO BE DISPERSED ON SITE AT COMPLETION OF CONSTRUCTION OR AS DIRECTED BY OWNER AFTER STABILIZATION IS ACHIEVED. SECTION AREA TO BE PROTECTED WORK AREA 12" MIN COMPOST FILTER SOCK NOT TO SCALE (NE-O040201 - 09/2023) 1. 3B. 3A. 4"-6" 4. 3" 5. 6" 12" 2. 0" NOTES: 1.PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. 2.BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" DEEP X 6" WIDE TRENCH WITH APPROXIMATELY 12" OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH AS SHOWN IN DETAIL 2. ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" APART ACROSS THE WIDTH OF THE BLANKET. 3.ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS PER MANUFACTURES RECOMMENDATION. 4.THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH MINIMUM 6" OVERLAP. TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN WITH THE SEAM STITCH ON THE PREVIOUSLY INSTALLED BLANKET. 5.CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3" OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" APART ACROSS ENTIRE BLANKET WIDTH. 6.PLACE STAPLES/STAKES PER MANUFACTURER'S RECOMMENDATION FOR THE APPROPRIATE SLOPE BEING APPLIED. 7.IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" MAY BE NECESSARY TO PROPERLY SECURE THE BLANKETS. EROSION CONTROL BLANKET STEEP SLOPE PROTECTION NOT TO SCALE (NE-O049901 - 09/2023) NOTES: 1.REMOVE TRAPPED SEDIMENT WHEN BRIGHTLY COLORED EXPANSION RESTRAINT CAN NO LONGER BE SEEN. 2.GEOTEXTILE SHALL BE A WOVEN POLYPROPYLENE FABRIC THAT MEETS OR EXCEEDS REQUIREMENTS IN THE SPECIFICATIONS TABLE. 3.PLACE AN OIL ADSORBENT PAD OR PILLOW OVER INLET GRATE WHEN OIL SPILLS ARE A CONCERN. 4.INSPECT PER REGULATORY REQUIREMENTS. 5.THE WIDTH, "W", OF THE FILTER SACK SHALL MATCH THE INSIDE WIDTH OF THE GRATED INLET BOX. 6.THE DEPTH, "D", OF THE FILTER SACK SHALL BE BETWEEN 18 INCHES AND 36 INCHES. 7.THE LENGTH, "L", OF THE FILTER SACK SHALL MATCH THE INSIDE LENGTH OF THE GRATED INLET BOX.ISOMETRIC VIEW SECTION VIEW PROFILE VIEW OF INSTALLED FILTER SACK LENGTH L WIDT H W DE P T H D SECURE LIFTING LOOPS TO OR UNDER SURFACE FINISHED GRADE 2" X 2" X 3/4" RUBBER BLOCK TYP)" 1/4" BRIGHTLY COLORED NYLON ROPE EXPANSION RESTRAINT INLET GRATE LOOPS SIZED FOR 1" REBAR. LIFT FILET BAG FROM INLET USING REBAR FOR HANDLES OVERFLOW HOLES GEOTEXTILE BAG 1/4" BRIGHTLY COLORED NYLON ROPE EXPANSION RESTRAINT LOOPS SIZED FOR 1" REBAR. USE REBAR FOR HANDLE TO EMPTY FILTER SACK AT A SEDIMENT COLLECTION LOCATION. OR APPROVED EQUIVALENT LOW TO MODERATE FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE PROPERTIES GRAB TENSILE STRENGTH GRAB TENSILE ELONGATION PUNCTURE MULLEN BURST TRAPEZOID TEAR UV RESISTANCE APPARENT OPENING SIZE FLOW RATE PERMITTIVITY ASTM D-4632 UNITS 300 LBS 20% 120 LBS 800 PSI 120 LBS 80% 40 US SIEVE 40 GAL/MIN/SQ FT 0.55 SEC -1 UNITS MODERATE TO HIGH FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE PROPERTIES GRAB TENSILE STRENGTH GRAB TENSILE ELONGATION PUNCTURE MULLEN BURST TRAPEZOID TEAR UV RESISTANCE APPARENT OPENING SIZE FLOW RATE PERMITTIVITY ASTM D-4632 ASTM D-4491 ASTM D-4751 ASTM D-4491 ASTM D-4533 ASTM D-4355 ASTM D-4833 ASTM D-3786 TEST METHOD TEST METHOD ASTM D-4632 ASTM D-4632 ASTM D-4491 ASTM D-4751 ASTM D-4491 ASTM D-4533 ASTM D-4355 ASTM D-4833 ASTM D-3786 265 LBS 20% 135 LBS 420 PSI 45 LBS 90% 20 US SIEVE 200 GAL/MIN/SQ FT 1.5 SEC -1 INLET PROTECTION WITH MANUFACTURED INSERT NOT TO SCALE (NE-O050101 - 09/2023) 35 M A X 1 3 (MAX) CONSTRUCT SILT FENCE AND MIN 6" COMPOST FILTER SOCK AROUND PERIMETER OF STOCKPILE TEMPORARY STOCK PILE WITH SILT FENCE AND FILTER SOCK NOT TO SCALE (NE-O060102 - 09/2023) THE FOLLOWING CONSTRUCTION SEQUENCE IS RECOMMENDED: CONDUCT A PRE-CONSTRUCTION MEETING WITH THE TOWN OF ITHACA AND OTHER INVOLVED PARTIES. PROPERTY LINES SHOULD BE DELINEATED. INSTALLATION OF STABILIZED CONSTRUCTION ENTRANCE/EXIT (AS SHOWN). INSTALLATION OF EROSION CONTROL BARRIER (SILT FENCE) (AS SHOWN) . INSTALLATION OF INLET PROTECTION (AS SHOWN). DEMOLITION OF EXISTING SITE PAVEMENT AND AMENITIES (SEE DEMOLITION PLAN) CLEARING AND GRUBBING.. COMPLETE EARTHWORK AND EXCAVATION/FILLING (ROUGH GRADING) AS NECESSARY. INSTALL UNDERGROUND UTILITIES AS SHOWN ON THE UTILITY PLANS. STABILIZE PERMANENT LAWN AREAS AND SLOPES WITH TEMPORARY SEEDING. CONSTRUCTION OF BUILDING AND INSTALLATION OF GRAVEL DRIVEWAY COMPLETE FINAL SITE GRADING. PLACE 6" TOPSOIL ON SLOPES AFTER FINAL GRADING COMPLETED. FERTILIZE, SEED, AND MULCH SEED MIXTURE TO BE INSTALLED AS REQUIRED. IN ACCORDANCE WITH THE NYSDEC SWDM PERMANENT VEGETATIVE COVER SHALL ACHIEVE 80% UNIFORM DENSITY ESTABLISHED OVER THE ENTIRE CONTRIBUTING PERVIOUS AREA, BEFORE RUNOFF IS DIRECTED INTO THE FACILITY. UPON PERMANENT STABILIZATION OF INDIVIDUAL PORTIONS OF THE SITE, REMOVE INDIVIDUAL TEMPORARY SEDIMENTATION CONTROL MEASURES AS APPROPRIATE. RECOMMENDED CONSTRUCTION SEQUENCE NOT TO SCALE (NE-O990101 - 09/2023) C-901 CONSTRUCTION DETAILS DI S C L A I M E R Th i s d r a w i n g a n d o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t F u r t h e r B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR P: 2 0 2 5 N Y B 2 5 0 0 4 4 0 0 C A D D R A W I N G S P L A N S E T S C I V I L S I T E P L A N S P C I V L C N D S N Y B 2 5 0 0 4 4 0 0 0 A L A Y O U T C 9 0 1 D E T L GS THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: NYB250044.00-0A GRS RLB 07/07/2025 P-CIVL-CNDS SITE DEVELOPMENT PLANS CORNELL UNIVERSITY PROPOSED WILDLIFE REHABILITATION AVIARY SWANSON DRIVE TOWN OF ITHACA TOMPKINS COUNTY NEW YORK STATE TAX MAP IDS: 61.0-1-7.2 & 61.0-1-9 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 8-12-2025 REVISED PER TOWN COMMENT GRS RLB 9-2-2025 REVISED PER TOWN COMMENT GRS RLB 9-2-2025 PRELIMINARY BOHLER PLANNING, LANDSCAPE ARCHITECTURE, ENGINEERING AND SURVEYING NY, PLLC 70 LINDEN OAKS, THIRD FLOOR ROCHESTER, NY 14625 Phone:(585) 866-1100 www.BohlerEngineering.com TM TH E I N F O R M A T I O N D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P IE D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R O N L Y A P P R O V E D S I G N E D A N D S E A L E D P L A N S S H A L L B E U T IL I Z E D F O R C O N S T R U C T I O N P U R P O S E S SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S TM BO H L E R TH E E D U C A T I O N L A W O F T H E S T A T E O F N E W Y O R K S E C T I O N 7 2 0 9 2 P R O H I B I T S A N Y P E R S O N A L T E R I N G A N Y T H I N G O N T H E S E D R A W I N G S A N D O R T H E A C C O M P A N Y I N G S P E C I F I C A T I O N S U N L E S S I T I S U N D E R T H E D I R E C T I O N O F A L I C E N S E D PR O F E S S I O N A L E N G I N E E R W H E R E S U C H A L T E R A T I O N S A R E M A D E T H E P R O F E S S I O N A L E N G I N E E R M U S T S I G N S E A L D A T E A N D D E S C R I B E T H E F U L L E X T E N T O F T H E A L T E R A T I O N O N T H E D R A W I N G S A N D O R I N T H E S P E C I F I C A T I O N S NEW YORK STATE YOU MUST CALL 811 BEFORE ANY EXCAVATION WHETHER IT'S ON PRIVATE OR PUBLIC LAND. 1-800-962-7962 www.digsafelynewyork.com Know what's below. Callbefore you dig. 1 1/2Ø STAINLESS STEEL HANDRAIL LANDING LANDING 12 36 12" 12" EQ. ( MAX 4'-0")EQ. ( MAX 4'-0") HANDRAIL AT ACCESSIBLE RAMP NOT TO SCALE NYB250044 - 07/2025) EDGE PROTECTION 4" MIN 6' 0 M I N P E R W A T E R DE P A R T M E N T NOTES: 1.DETAIL FOR GENERAL PURPOSES. GC TO COORDINATE CONNECTION WITH UTILITY PROVIDER. ADJUSTABLE VALVE BOX FINISH GRADE CURB STOP PROVIDE 2 CU. FT. OF SCREENED GRAVEL 1" HDPE DR-11 WATER SERVICE WATER SERVICE CONNECTION NOT TO SCALE (NYB250044 - 07/2025) CONCRETE CRADLE 6" PVC SCH. 40 RISER DRESSER COUPLING 1) 6" PVC SCH. 40 45° BEND 6" PVC (SDR 35) WYE JOSAM SERIES 58480 CAST IRON CLEANOUT WITH PLUG ( SET FLUSH W/ GRADE) 6" DIAMETERFINISHEDGRADE CLEANOUT IN-LINE) NOT TO SCALE (NE-U010302 - 11/2024) REFER TO PLAN FOR MATERIAL AND SIZE MEDIUM DUTY ASPHALT PAVEMENT NOT TO SCALE ASPHALT PAVEMENT - JOINING NEW TO EXISTING NOT TO SCALE NOTES: 1.18" MINIMUM COVER OVER THE TOP OF THE PIPE, COMPACTED TO A DENSITY OF 90% AS PER AASHTO T-99. HIGH DENSITY POLYETHYLENE PIPE (HDPE). REFER TO SITE PLANS FOR SIZE AND MATERIAL GALVANIZED STEEL FLARED END GALVANIZED FLARED END SECTION NOT TO SCALE (NE-U010401 - 09/2023) CONCRETE SIDEWALK NOT TO SCALE CONCRETE BOLLARD NOT TO SCALE LAWN AREA-SEEDING DETAIL NOT TO SCALE C-902 CONSTRUCTION DETAILS DI S C L A I M E R Th i s d r a w i n g a n d o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t F u r t h e r B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR P: 2 0 2 5 N Y B 2 5 0 0 4 4 0 0 C A D D R A W I N G S P L A N S E T S C I V I L S I T E P L A N S P C I V L C N D S N Y B 2 5 0 0 4 4 0 0 0 A L A Y O U T C 9 0 2 D E T L GS THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: NYB250044.00-0A GRS RLB 07/07/2025 P-CIVL-CNDS SITE DEVELOPMENT PLANS CORNELL UNIVERSITY PROPOSED WILDLIFE REHABILITATION AVIARY SWANSON DRIVE TOWN OF ITHACA TOMPKINS COUNTY NEW YORK STATE TAX MAP IDS: 61.0-1-7.2 & 61.0-1-9 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 8-12-2025 REVISED PER TOWN COMMENT GRS RLB 9-2-2025 REVISED PER TOWN COMMENT GRS RLB 9-2-2025 PRELIMINARY BOHLER PLANNING, LANDSCAPE ARCHITECTURE, ENGINEERING AND SURVEYING NY, PLLC 70 LINDEN OAKS, THIRD FLOOR ROCHESTER, NY 14625 Phone:(585) 866-1100 www.BohlerEngineering.com TM TH E I N F O R M A T I O N D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P IE D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R O N L Y A P P R O V E D S I G N E D A N D S E A L E D P L A N S S H A L L B E U T IL I Z E D F O R C O N S T R U C T I O N P U R P O S E S SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S TM BO H L E R TH E E D U C A T I O N L A W O F T H E S T A T E O F N E W Y O R K S E C T I O N 7 2 0 9 2 P R O H I B I T S A N Y P E R S O N A L T E R I N G A N Y T H I N G O N T H E S E D R A W I N G S A N D O R T H E A C C O M P A N Y I N G S P E C I F I C A T I O N S U N L E S S I T I S U N D E R T H E D I R E C T I O N O F A L I C E N S E D PR O F E S S I O N A L E N G I N E E R W H E R E S U C H A L T E R A T I O N S A R E M A D E T H E P R O F E S S I O N A L E N G I N E E R M U S T S I G N S E A L D A T E A N D D E S C R I B E T H E F U L L E X T E N T O F T H E A L T E R A T I O N O N T H E D R A W I N G S A N D O R I N T H E S P E C I F I C A T I O N S NEW YORK STATE YOU MUST CALL 811 BEFORE ANY EXCAVATION WHETHER IT'S ON PRIVATE OR PUBLIC LAND. 1-800-962-7962 www.digsafelynewyork.com Know what's below. Callbefore you dig. PIPE TRENCH PROFILE NOT TO SCALE TYPICAL STORM PIPE TRENCH NOT TO SCALE UTILITY TRACER WIRE DETAIL NOT TO SCALE STONE CHECK DAM NOT TO SCALE OVERBANK FLOOD CONTROL 3' PEA GRAVEL DIAPHRAGM WQv MAX PONDING DEPTH = 12" (MID-POINT OF CHANNEL FLOW PATH), 18" (END-POINT OF CHANNEL FLOW PATH) ADJACENT GRAVEL DRIVEWAY 3:1 (H:V) MAX SIDE SLOPE 30" FILTER MEDIA ASTM C-33 SAND: 75%-85% NYSDOT 713-01 TOPSOIL: 15%-25% DRAINAGE FILTER FABRIC NON-WOVEN, POLYPROPYLENE GEOTEXTILE) 10" AASHTO NO. 57 STONE DRAINAGE LAYER (WASHED, NO FINES) 6" PERFORATED PVC UNDERDRAIN 24" MIN SEPARATION TO SEASONAL HIGH WATER TABLE/BEDROCK 6" MIN FREEBOARD DRY SWALE NOT TO SCALE IMPERMEABLE FILTER FABRIC LINER SYMBOL CONSTRUCTION SPECIFICATIONS SAME ELEVATION B TOE B A A CREST SPACING VARIES DEPENDING ON CHANNEL SLOPE CUTOFF TRENCH DESIGN BOTTOM FILTER FABRIC CUTOFF TRENCH 18" WIDE 6" DEEP PROFILE NOT TO SCALE SECTION B-B NOT TO SCALE SECTION A-A NOT TO SCALE 24" MAX @ CENTER 18" 1 1 1 1 1 2 1 2 6" 9"MIN. 24" MAX @ CENTER X H X = H (Ft) SLOPE (FT/FT) SLOPE GROUND LINE DITCH BOTTOM FILTER FABRIC 1.5' MIN. 1.STONE WILL BE PLACED ON A FILTER FABRIC FOUNDATION TO THE LINES, GRADES AND LOCATIONS SHOWN IN THE PLAN. 2.SET SPACING OF CHECK DAMS TO ASSUME THAT THE ELEVATIONS OF THE CREST OF THE DOWNSTREAM DAM IS AT THE SAME ELEVATION OF THE TOE OF THE UPSTREAM DAM. 3.EXTEND THE STONE A MINIMUM OF 1.5 FEET BEYOND THE DITCH BANKS TO PREVENT CUTTING AROUND THE DAM. 4.PROTECT THE CHANNEL DOWNSTREAM OF THE LOWEST CHECK DAM FROM SCOUR AND EROSION WITH STONE OR LINER AS APPROPRIATE. 5.ENSURE THAT CHANNEL APPURTENANCES SUCH AS CULVERT ENTRANCES BELOW CHECK DAMS ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONE. MAXIMUM DRAINAGE AREA 2 ACRES. FILTRATION STORMWATER PLANTER SECTION VIEW WATER QUALITY MAX PONDING DEPTH = 12" LARGER STORM EVENT MAX PONDING DEPTH = 18" OVERFLOW CONTROL REFER TO NYSDEC 2024 SMDM APPENDIX H FOR SUGGESTED PLANT LIST STABILIZED INLET 6" PVC ROOF DRAIN INLET PIPE 3" MIN SHREDDED HARDWOOD MULCH 18-30" FILTER MEDIA 10" MIN NO. 57 STONE DRAINAGE LAYER WASHED, NO FINES) 24" MIN SEPARATION TO SEASONAL HIGH WATER TABLE/BEDROCK 8" PVC OUTLET PIPE IMPERMEABLE FILTER FABRIC 6" PERFORATED PVC UNDERDRAIN STORMWATER PLANTER NOT TO SCALE PLANTER WALL TIMBER BEAM OR APPROVED EQUAL (TYP) IMPERMEABLE FILTER FABRIC HU NG ENFO RD HILL RO AD LANDS N/F OF CORNELL UNIVERSITY SECTION 61.0 BLOCK 1 LOT 7.2 LANDS N/F OF CORNELL UNIVERSITY SECTION 61.0 BLOCK 1 LOT 9 PROP +/- 6,816 SF WILDLIFE AVIARY BUILDING 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.6 1.2 0.6 0.2 0.4 0.4 0.4 0.2 0.2 0.1 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.8 4.5 0.8 0.4 1.9 2.6 2.5 3.4 2.7 1.4 0.7 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 1.0 12.7 6.4 10.8 5.9 4.4 2.1 0.9 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 3.3 5.4 0.7 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 3.6 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 3.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.8 4.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 1.5 5.8 15.1 5.7 1.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.5 0.4 0.3 1.0 2.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 5.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 8.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 3.1 2.5 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.4 0.9 1.9 1.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 2.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 3.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 2.5 2.8 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.9 0.7 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1FC 1F C 1F C 1FC 1F C 1F C 1FC 1FC 1FC 1F C 1F C 1FC 1F C 1F C 1FC 1FC 1FC 1FC 1FC1FC1FC 1FC VWP @ 9'VWP @ 16'VWP @ 9' VWP @ 9' VWP @ 9' VWP @ 9' VWP @ 9' L-201 LIGHTING PLAN THIS PLAN TO BE UTILIZED FOR LIGHTING PURPOSES ONLY DI S C L A I M E R Th i s d r a w i n g a n d o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t F u r t h e r B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR P: 2 0 2 5 N Y B 2 5 0 0 4 4 0 0 C A D D R A W I N G S P L A N S E T S C I V I L S I T E P L A N S P C I V L L L G T N Y B 2 5 0 0 4 4 0 0 0 A L A Y O U T L 2 0 1 L G H T GS THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: NYB250044.00-0A GRS RLB 07/07/2025 P-CIVL-LLGT SITE DEVELOPMENT PLANS CORNELL UNIVERSITY PROPOSED WILDLIFE REHABILITATION AVIARY SWANSON DRIVE TOWN OF ITHACA TOMPKINS COUNTY NEW YORK STATE TAX MAP IDS: 61.0-1-7.2 & 61.0-1-9 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 8-12-2025 REVISED PER TOWN COMMENT GRS RLB 9-2-2025 REVISED PER TOWN COMMENT GRS RLB 9-2-2025 PRELIMINARY BOHLER PLANNING, LANDSCAPE ARCHITECTURE, ENGINEERING AND SURVEYING NY, PLLC 70 LINDEN OAKS, THIRD FLOOR ROCHESTER, NY 14625 Phone:(585) 866-1100 www.BohlerEngineering.com TM TH E I N F O R M A T I O N D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P IE D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R O N L Y A P P R O V E D S I G N E D A N D S E A L E D P L A N S S H A L L B E U T IL I Z E D F O R C O N S T R U C T I O N P U R P O S E S SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S TM BO H L E R TH E E D U C A T I O N L A W O F T H E S T A T E O F N E W Y O R K S E C T I O N 7 2 0 9 2 P R O H I B I T S A N Y P E R S O N A L T E R I N G A N Y T H I N G O N T H E S E D R A W I N G S A N D O R T H E A C C O M P A N Y I N G S P E C I F I C A T I O N S U N L E S S I T I S U N D E R T H E D I R E C T I O N O F A L I C E N S E D PR O F E S S I O N A L E N G I N E E R W H E R E S U C H A L T E R A T I O N S A R E M A D E T H E P R O F E S S I O N A L E N G I N E E R M U S T S I G N S E A L D A T E A N D D E S C R I B E T H E F U L L E X T E N T O F T H E A L T E R A T I O N O N T H E D R A W I N G S A N D O R I N T H E S P E C I F I C A T I O N S NEW YORK STATE YOU MUST CALL 811 BEFORE ANY EXCAVATION WHETHER IT'S ON PRIVATE OR PUBLIC LAND. 1-800-962-7962 www.digsafelynewyork.com Know what's below. Callbefore you dig. 1"=20' 02051020 W E S NAD83NAD83 N/A15.1 AVG/MIN MAX/MINMIN 0.0 MAX 0.36 AVGUNITS FC CALCTYPE AREA SUMMARY LABEL ILLUMINANCE NUMERIC SUMMARY N/A DESCRIPTIONLLFLUMENSARRANGEMENTQTYSYMBOL LUMINAIRE SCHEDULE HEIGHT VWP 6 SINGLE 3,000 1.0 H.E. WILLIAMS VOLTAIRE WALL PACK L30 T2CGL9.0' VWP 1 SINGLE 3,000 1.0 H.E. WILLIAMS VOLTAIRE WALL PACK L30 T2CGL16.0' LIGHTING NOTES (Rev. 6/2023) 1.THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2.THIS LIGHTING PLAN DEPICTS PROPOSED SUSTAINED ILLUMINATION LEVELS CALCULATED USING DATA PROVIDED BY THE NOTED MANUFACTURER(S). ACTUAL SUSTAINED SITE ILLUMINATION LEVELS AND PERFORMANCE OF LUMINAIRES MAY VARY DUE TO VARIATIONS IN WEATHER, ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS, THE SERVICE LIFE OF EQUIPMENT AND LUMINAIRES AND OTHER RELATED VARIABLE FIELD CONDITIONS. 3.THE LIGHT LOSS FACTORS (LLF) DEPICTED IN THE LUMINAIRE SCHEDULE ON THIS PLAN ARE BASED ON DATA PROVIDED BY THE MANUFACTURER FOLLOWING IES LM-80-08 TESTING. THE LIGHT LEVELS DEPICTED ON THIS PLAN WERE CALCULATED BASED ON THE LLF LISTED IN THE LUMINAIRE SCHEDULE. 4.THE LIGHTING VALUES AND CALCULATION POINTS DEPICTED ON THIS PLAN ARE ALL ANALYZED ON A HORIZONTAL GEOMETRIC PLANE AT ELEVATION ZERO (GROUND LEVEL) UNLESS OTHERWISE NOTED. THE VALUES DEPICTED ON THIS PLAN ARE IN FOOTCANDLES (FC). 5.THE LUMINAIRES, LAMPS AND LENSES MUST BE REGULARLY INSPECTED/MAINTAINED TO ENSURE THAT THEY FUNCTION PROPERLY. THIS WORK SHOULD INCLUDE, BUT IS NOT LIMITED TO, VISUAL OBSERVATION, CLEANING OF LENSES, AND RE-LAMPING (IF NECESSARY) ACCORDING TO MANUFACTURER RECOMMENDATIONS. FAILURE TO FOLLOW THE ABOVE STEPS COULD RESULT IN IMPROPER LIGHT DISTRIBUTION AND FAILURE TO COMPLY WITH THE APPROVED DESIGN. UPON COMPLETION AND OWNER'S ACCEPTANCE OF THE WORK, THE ABOVE RESPONSIBILITIES BECOMES SOLELY THE OWNER'S. 6.WHERE APPLICABLE, THE EXISTING CONDITION LIGHT LEVELS ILLUSTRATED ARE REPRESENTATIVE OF AN APPROXIMATION UTILIZING LABORATORY DATA FOR SIMILAR FIXTURES, UNLESS ACTUAL FIELD MEASUREMENTS ARE TAKEN WITH A LIGHT METER AND ARE, CONSEQUENTLY, APPROXIMATIONS ONLY. DUE TO FACTORS SUCH AS FIXTURE MAINTENANCE, EQUIPMENT TOLERANCES, WEATHER CONDITIONS, ETC, ACTUAL LIGHT LEVELS MAY DIFFER. EXISTING LIGHT LEVELS DEPICTED ON THIS PLAN SHOULD BE CONSIDERED APPROXIMATE. 7.THIS LIGHTING PLAN IS INTENDED TO SHOW THE LOCATIONS AND TYPE OF LUMINAIRES, ONLY. POWER SYSTEM, CONDUITS, WIRING, VOLTAGES AND OTHER ELECTRICAL COMPONENTS ARE THE RESPONSIBILITY OF THE ARCHITECT, MEP AND/OR LIGHTING CONTRACTOR, AS INDICATED IN THE CONSTRUCTION CONTRACT DOCUMENTS. THESE ITEMS MUST BE INSTALLED AS REQUIRED BY STATE AND LOCAL REGULATIONS. LIGHT POLE BASES ARE THE RESPONSIBILITY OF THE STRUCTURAL ENGINEER, AS INDICATED IN THE CONSTRUCTION CONTRACT DOCUMENTS. CONTRACTOR IS RESPONSIBLE FOR INSTALLING LIGHTING FIXTURES AND APPURTENANCES IN ACCORDANCE WITH ALL APPLICABLE BUILDING AND ELECTRICAL CODES AND ALL OTHER APPLICABLE RULES, REGULATIONS, LAWS AND STATUTES. 8.CONTRACTOR MUST BRING TO DESIGNER'S ATTENTION, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, ANY LIGHT LOCATIONS THAT CONFLICT WITH DRAINAGE, UTILITIES, OR OTHER STRUCTURES. 9.IT IS THE LIGHTING CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE PROJECT ARCHITECT OR OWNER REGARDING ANY AND ALL POWER SOURCE(S) , AND TIMING DEVICES NECESSARY TO MEET THE DESIGN INTENT. THESE ITEMS MUST BE INSTALLED AS REQUIRED BY STATE AND LOCAL REGULATIONS. 10.THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT SHIELDING AND OR ROTATED OPTICS ARE INSTALLED AS INDICATED ON THE PLAN IN ORDER TO ACHIEVE THE LIGHTING LEVELS THE REVIEWING AGENCY APPROVED. 11.THE LIGHTING CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CONTRACTOR REQUIREMENTS INDICATED IN THE SITE PLAN, INCLUDING BUT NOT LIMITED TO, GENERAL NOTES, GRADING AND UTILITY NOTES, SITE SAFETY, AND ALL GOVERNMENTAL RULES, LAWS, ORDINANCES, REGULATIONS AND THE LIKE. 12.THE CONTRACTOR MUST VERIFY THAT INSTALLATION OF LIGHTING FIXTURES COMPLIES WITH THE REQUIREMENTS FOR SEPARATION FROM OVERHEAD ELECTRICAL WIRES PER STATE REGULATIONS. 13.UPON OWNER'S ACCEPTANCE OF THE COMPLETED PROJECT, THE OWNER SHALL BE RESPONSIBLE FOR ALL MAINTENANCE, SERVICING, REPAIR AND INSPECTION OF THE LIGHTING SYSTEM AND ALL OF ITS COMPONENTS AND RELATED SYSTEMS, TO ENSURE ADEQUATE LIGHTING LEVELS ARE PRESENT AND FUNCTIONING AT ALL TIMES. 6,7(2&$7,21 0$3 5($2)25. 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Asphalt Asphalt Asphalt Gravel Drive Dirt Drive Garden Barn Woods Grass Grass 10" BouldersCO 2 VENTS Grass Gravel Gravel COGMTR Wildlife Health Center Building FF E 1 1 6 2 2 9 FF E 1 1 6 2 5 2 FF E 1 1 6 2 3 5 FF E 1 1 6 2 6 7 FF E 1 1 6 2 3 5 14" Bo x W i r e F e n c e Gate Post Gate Post Grass Grass Grass Grass Grass Grass Grass Grass Fuel Riser 2 VENTS LandscapingConcrete 1163 Shed W W Ab a n d o n e d 1 W a t e r W 6" W a t e r W W UT UT UE UE UE UE SS SS UE UE ST ST ST ST ST ST W 1" Water UE UE G G G UE UE ST ST 6" Storm 1" G a s 4" Water Gr i d N o r t h CB HYD GMTR SMH WV OVERHEADWIRESOHW GASLINEG SIGN WATER VALVE WATERLINEW STORM SEWERLINEST SANITARY SEWERLINESS SANITARY MANHOLE UTILITY POLE DECIDUOUS TREE GAS METER CONIFEROUS TREE HYDRANT UTILITY POLE W/ LIGHT SQUARE CATCH BASIN GASVALVEGV BURIED ELECTRICLINEUE BURIED TELEPHONELINEUT c PROJECT NUMBER: 1 DATE REVISIONS RECORD/DESCRIPTION PROJ. NO CHECKED DRAFTED C.T. MALE ASSOCIATES SCALE : CHECKDRAFTER APPR. OFSHEET DWG. NO: UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW. DATE : 2 3 4 5 6 7 8 9 Engineering, Surveying, Architecture, Landscape Architecture & Geology, D.P.C. www.ctmale.com COBLESKILL, NY · GLENS FALLS, NY · POUGHKEEPSIE, NY JOHNSTOWN, NY · RED HOOK, NY · SYRACUSE, NY 2025 CITY OF ITHACA CAYUGA COUNTY, NEW YORK 2025 25.0514 MAY 9, 2025 1 25-0262 DAVID M. SLISKI P.L.S. NO. 050105 XREFS: APPROVED ONLY COPIES OF THIS MAP SIGNED IN RED INK AND EMBOSSED WITH THE SEAL OF AN OFFICER OF C.T. MALE ASSOCIATES OR A DESIGNATED REPRESENTATIVE SHALL BE CONSIDERED TO BE A VALID TRUE COPY". DMS TFS DMS 1" = 20'1 NONE TOPOGRAPHIC SURVEY MAP FOR CORNELL UNIVERSITY - WILDLIFE HEALTH CENTER 131 SWANSON DRIVE 1.) NORTH ORIENTATION IS BASED ON GRID NORTH FROM RTK GPS OBSERVATIONS. UTILITIES AND STRUCTURES MUST BE VERIFIED BY THE APPROPRIATE AUTHORITIES ARE NOT KNOWN TO THE UNDERSIGNED. SIZE AND LOCATION OF ALL UNDERGROUND ONLY. 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Swanson Wildlife Hospital must be sent elsewhere for step-down treatment and rehabilitation. There are currently not enough licensed wildlife rehabilitators in New York state with adequate facilities to rehabilitate eagles and the eagle population is growing. A collaboration between the NYS Department of Environmental Conservation and the renewable energy industry created a fund to develop capacity for eagle rehabilitation at Cornell University’s Janet L. Swanson Wildlife Hospital. Purpose and Need This project seeks to design and construct a facility for the conditioning, rehabilitation, and flight-testing of bald and golden eagles. This facility will allow the wildlife hospital to provide full spectrum of care for injured and ill eagles in NYS: from admission- release back to the environment from which they were recovered. Project Goals Project Location Proposed Location 5 Aviary Facility Program Building footprint: 6,818 sq ft facility that is 120’ (N-S) x 80’ (E-W) with a 26’3”height Flight exercise area: 32-wide “L” has a 20’ internal clear span Animal holding: 5 attached 16x16’ mews, open onto aviary Materials and Specified Equipment: Building will be constructed with slatted sides and ceiling to allow airflow It will have a gravel floor. Frost-free yard hydrants will be used for wash down + watering Site: Code-required egress path, fire access drive, + stormwater only March 10, 2016 Existing Site + Proposed Facility Footprint March 10, 2016 Aviary Site Plan March 10, 2016 Aviary Design – Plan View, Elevations 10 Eastern Elevation 26’3” facility will be 120’ (N-S) located behind the Janet L. Swanson Wildlife Center Base elevation of the new facility will be 6’ above the wildlife center No lighting proposed for the eastern façade of the building 11 Photometric Analysis of Lighting Only NYS code-required egress lighting is proposed 7 wall-mount, 3000k lights will be installed: 5 on the west side of the building, 2 on the south All fixtures have shields with sharp cut offs and are dark-sky compliant Lighting levels shown in photometrics: quickly drop to 0.0 foot candles just outside the periphery of the building 12 Bird Sound Sometimes there will be more than one bird in the aviary, and other times none, depending upon the need. Length of stay may range from days to weeks, depending on the rehabilitation needs of a particular bird and how it is recovering. It is expected that the birds will be very quiet. Eagles are common patients at the wildlife hospital, and there are often more than one at a time inside the hospital. They rarely make any noise. Bald eagles have relatively weak vocalizations, which is the reason their sound is replaced in movies with the louder, more intimidating call of the red-tailed hawk. Reached out to the 2 largest eagle rehab facilities in NYS and confirmed that the eagles are quiet; they do not make any noise. Eagle rehabilitation program and associated bird sound: 13 Proposed Project Timeline 9/16/2025 Town of Ithaca Planning Board Preliminary/Final Site Plan Oct-Dec 2025 Bid Project April 2026 Begin Construction August 2026 Complete Construction 1 From:MaryPaul Kirkpatrick <mkirk7@earthlink.net> Sent:Monday, September 15, 2025 2:38 PM To:Town Of Ithaca Planning Subject:9/16 Public Hearing: Cornell's Rehabilitation Aviary Dear Planning Board members, Since 1986 I have co-owned and lived at 14 Dove Drive, which is on the NW corner of our neighborhood and the closest to Cornell's proposed large avian recovery facility. I share some concerns that other neighbors have, such as light polluon at night. But I did some googling, and I read that "a warm, dark, and quiet locaon to minimize stress" is essenal for successful recovery of injured raptors. So it seems that ideally, the birds' needs and ours are nicely aligned. However having such short noce to si out what can be discovered and understood is a real detriment. My online searching makes it clear that there must be many such recovery centers across the country, maybe not so big or specializing in raptors, but the body of experience and experse in general must be huge. Could someone on your team do some quick research to be able to answer a few quesons, perhaps starng with someone at the Cornell Vet. School, whoever has direct experience with injured raptors? Already some expert veterinarian has probably given a lot of input to the design; if they were able to be present and ll us in, I think the assembled public at our meeng Tuesday would be glad of it! A few quesons: 1. What is a typical meline for recovery, say, for a bird with a broken wing? For example, how long of a period is it before they can be allowed to y, and aer that, how long before their recovery is complete and they can be released? 2. How many recover up to a stable point but cannot be successfully released, and are there suitable places where those can be "adopted"? 3. Do the ability and desire to uer a loud "Skreee!" return along with health? Or do they try to express themselves at all in capvity? -- or with dierent sounds? 4. If one bird is aware of another in a neighboring individual cell, can that lead to having them noisily express aggression? -- which might lead to harmful stress? I hope, for the birds' sake (mainly) as well as ours, that the cells are well sound-insulated! I do note, by the way, that the individual cells are on the side away from our neighborhood, which might help to migate whatever noise concerns we have, if aggressive behavior were to happen. I wish all "warm, dark, and quiet" success to this very interesng project! Sincerely, Marypaul Kirkpatrick (607) 280-6151 14 Dove Drive, Ithaca P. S. The outdoor lighng, at night, is what is potenally most annoying to us human neighbors... Looking at the site plan, I'm wondering why the main entrance at the far SE corner. Is there any chance it could be moved to the other side, and its overhead light along with it? Why not on the SW corner, on the west side, and save a lot of sidewalk length? Is the locaon trying to avoid in-and-out disturbance for those birds in individual cells? It would seem about the same...? Anyway, sorry for all these last-minute quesons and I hope reasons for these things will all come clear. 1 From:Diana Sinton <dianasinton@gmail.com> Sent:Sunday, September 14, 2025 4:01 PM To:Town Of Ithaca Planning Cc:Chris Sinton Subject:comments on Cornell's aviary building Attachments:Sinton_Aviary_Letter.pdf WARNING** This email comes from an outside source. Please verify the from address, any URL links, and/or attachments. Any questions please contact the IT department Dear Town of Ithaca Planning Board, Attached please find a letter with comments, questions, and concerns regarding the proposed CU Wildlife Rehabilitation Aviary. I plan on attending the Tuesday Sept 16th meeting via Zoom as well. Thanks, Diana Sinton September 14, 2025 Dear Town of Ithaca Planning Board, I am writing with questions related to the proposed new aviary building that is planned to be built behind our home on 12 Dove Drive. Our greatest concerns have to do with noise and lights at night. We spend a considerable amount of the evenings in the spring, summer, and fall months on our back deck, and you can see from the image below – taken from our deck - that the new building will feature prominently in our viewscape. Figure 1. View from the back deck of 12 Dove Drive. The roof peak of the small red building to the right of the image, circled in yellow, already has a too-bright light. We have worked with Cornell in the past to try to remedy the problems with articial lights at night (ALAN). The extremely bright light that illuminates the Swanson Wildlife Hospital’s front door faces directly on to the back of our house. In summer 2022, after cordial exchanges with Jamie Crumb (a Facility Manager at the Baker Institute), a small blinder” was put on to the side of the light. While that slightly reduced the light from shining directly towards our neighbors at 14 Dove Drive, the blinder was ineffective for us at 12 Dove so we continue to have our night sky disrupted from that light. Increased ALAN is one of our two concerns. Lights on the proposed aviary building will be signicantly closer to us than the currently problematic one is. While there are images of light xtures in the planning documents provided, it isn’t clear how adequate these will be at focusing their illumination downward. We also want to know if the lights would be motion-sensitive or simply come on at dusk, as the current offending one does. Noise is the second of our concerns. Our neighbor, Steve Powell at 10 Dove Drive, has shared that there were previous problems with a particularly noisy HVAC system from a building in the Hungerford Hill complex that was at least partially mitigated in the past. We moved to Dove Drive in 2011, and I don’t know if the constant fan (?) sounds we have always heard from the complex are the mitigated ones, but if they are, I can’t imagine how distracting and disturbing they would have been prior to mitigation. Currently it’s still an unfortunately loud “white” noise that can be heard all around this side of Dove Drive. Frankly, the noise is so constant that we are somewhat accustomed to it, but guests to our home regularly ask us about its source. Thus the likelihood of new and increased noise is concerning. I no longer trust the HVAC systems of large buildings to be quiet, not to mention how loud the sounds of birds of prey can be. I see no reference in the documents provided to us that any assessment of the bird sounds has been made. The screeches of the stressed animals will carry even more over the open space between the facility and our homes. I’d like to learn more about what is being planned to curb – or ideally eliminate – the auditory and visual disruptions that this new facility and its residents will generate. All three of the houses whose backs most directly face the proposed site (10 Dove, 12 Dove, and 14 Dove) have back porches or decks that will be impacted. Before nal construction plans proceed, we invite anyone from the Planning Board or Cornell facilities to appreciate the sound and light experience from our yard. Thanks. Diana Sinton, on behalf of myself and Chris Sinton 12 Dove Drive Ithaca, NY 14850 909-362-7888 (Diana’s cell) 802-989-8287 (Chris’s cell) 1 From:Town of Ithaca Contact Form <noreply@townithacany.gov> Sent:Sunday, September 14, 2025 2:42 AM To:Town Of Ithaca Planning Subject:Contact from website WARNING** This email comes from an outside source. Please verify the from address, any URL links, and/or attachments. Any questions please contact the IT department todd miner Left a comment for your department. If you reply to this message it will be sent to: todd.miner56@gmail.com Message follows: My wife and I live at 35 Dove Drive and we are both totally against the planned expansion at Cornell's Baker Institute. They already make way too much noise. Please deny them any kind of permit to do any kind of expansion 1 From:Steven P. Powell <sp35@cornell.edu> Sent:Friday, September 12, 2025 3:55 PM To:Town Of Ithaca Planning Cc:Chris Balestra; Jill H. Powell Subject:Written Comments for Planning Board Public Hearing on Sept 16, 2025 regarding Cornell University Wildlife Rehabilitation Aviary Attachments:Aviary4.pdf Hello Town of Ithaca Planning Board, My wife and I have been homeowners at 10 Dove Drive in Ithaca for 37 years, and we submit these comments and the attached one-page pdf for consideration during the Town of Ithaca Planning Board Public Hearing on Tuesday, September 16, 2025 at 6:30 PM, regarding the following matter: Consideration of Preliminary & Final Site Plan Approval and Special Permit for the proposed Cornell University College of Veterinary Medicine Wildlife Rehabilitation Aviary located in the Low-Density Residential Zone. We are writing this email message to express our concerns about Cornell's proposed new aviary building that we were informed about in yesterday's US mail (September 11, 2025) by the Town of Ithaca. I thank the Town of Ithaca for alerting us to this proposal, to allow us to provide our comments prior to the public hearing that is scheduled for Tuesday, September 16. I have significant concerns about the noise potential of this facility, as it will house birds of prey, such as raptors, eagles, and other large-flighted birds, that can make extremely loud screeching and screaming noises. The application states that it will be an open-air aviary, and I have concerns that the prevailing northwest winds will carry the screeching sounds of the birds across the open field into our neighborhood. This is not just a theoretical concern, as there have been noise issues in the past (see following paragraph). I would like to see a noise study performed by Cornell bird experts before any further action is taken on this proposal, and details provided on how to mitigate the noise exposure to the bordering neighborhood, either with interior or exterior sound absorption or attenuation, in the design of the building and the surrounding site. I would also like to see Cornell consider other locations for this building, further away from the bordering Dove Drive neighborhood. It is significant and relevant to point out that we have had noise problems in the past with the Cornell facility, regarding barking dogs from a partially-outdoor facility that existed in almost the exact spot of the proposed aviary building. To Cornell's credit, years ago they addressed that previous noise problem by phasing out that facility, and built a new fully-enclosed facility. We also had a noise issue with an air conditioner / air handling system on a new building, that was mitigated after we contacted Cornell several years ago. I mention these previous issues to point out our valid noise concerns, and that we would rather have Cornell address any potential noise issues with the proposed aviary building during the design phase, prior to site plan approval, and prior to construction, rather than trying to mitigate noise issues later. Please note that the nearest property is approximately 375 ft east of the proposed aviary, not 450 ft as mentioned in the Department of Planning Memorandum for this project. Attached please find a one-page 2 pdf where I have added (in red) the distance from the proposed aviary to the bordering properties, based upon the scale of the defined lot lines. This drawing is excerpted from page 13 of the “CU Rehab Aviary- PB Packet 9-16-25” document that is publicly available from the Town of Ithaca website, and has been the primary document that I have used in formulating these written comments. In addtion to the noise concerns from the birds, I have potential noise concerns with the building itself. While the aviary is described as having "open-air wood slatting that is purposely exposed to the elements to allow air flow...." it is likely that some sort of supplemental electro-mechanical ventilation or air handling or air conditioning system may be part of the aviary project. We have concerns about the noise potential of any of these HVAC systems, based upon our prior experience from a nearby building, and considering that the aviary building will be closer to our neighborhood than any other existing building. Therefore, lessons learned by Cornell while mitigating the air conditioner / air handler noise issue on the roof of a nearby building (noise attenuating / deflecting panels were added to the roof, I believe) should be applied during the design and construction of the aviary. Thank you for considering these comments, and I respectfully request that the Town of Ithaca postpone preliminary & final site plan approval and special permitting for this project until the noise concerns presented in this email message are fully addressed. Please include the attached one-page pdf as part of the official record for these comments. Thank you. Respectfully submitted on September 12, 2025 by Steven Powell on behalf of myself and Jill Powell Steven Powell 10 Dove Drive Ithaca, NY 14850 Cell # 607-227-8421 email: sp35@cornell.edu 1 From:Steven P. Powell <sp35@cornell.edu> Sent:Tuesday, September 16, 2025 11:38 AM To:Town Of Ithaca Planning Cc:Chris Balestra Subject:Comments for Planning Board Public Hearing on Sept 16, 2025 regarding Cornell University Wildlife Rehabilitation Aviary Attachments:PowellSpokenCommentsforTownHearing091625.pdf WARNING** This email comes from an outside source. Please verify the from address, any URL links, and/or attachments. Any questions please contact the IT department Hello Town of Ithaca Planning Board, Attached please find a 3-page pdf document that I am submitting for consideration during the Town of Ithaca Planning Board Public Hearing on Tuesday, September 16, 2025 at 6:30 PM, regarding the following matter: Consideration of Preliminary & Final Site Plan Approval and Special Permit for the proposed Cornell University College of Veterinary Medicine Wildlife Rehabilitation Aviary located in the Low-Density Residential Zone. I have chosen to provide the attached document with the full text of my intended spoken comments, as I do not know how much time will be available for me to speak, and I wanted the Planning Board to be able to read the full text of my intended spoken comments. Therefore I hope that the attached document can be distrbuted to the board prior to tonight's meeting. Please note that the attached document is in addition to written comments that I sent to the planning board on September 12, 2025, and I hope that the board will have copies of those comments, too. Thank you very much and I look forward to attending tonight's Planning Board meeting. Steven Powell Steven Powell 10 Dove Drive Ithaca, NY 14850 Cell # 607-227-8421 email: sp35@cornell.edu Text of comments to be spoken by Steven Powell, homeowner at 10 Dove Drive, Ithaca, to the Town of Ithaca Planning board, during the Public Hearing on September 16, 2025 Good evening Town of Ithaca Planning Board, representatives of Cornell University, and community members and neighbors. I am Steven Powell, and I have been a homeowner, along with my wife Jill, at 10 Dove Drive in Ithaca for 37 years, a location that is bordering the project site of the aviary building that we are discussing tonight. I thank the Town of Ithaca for alerting us to this proposed project last Thursday, September 11, just 5 days ago, via US Mail and allowing us to provide our comments prior to, and during, this public hearing which is considering preliminary & nal site plan approval and special permitting. On September 12, after studying the 27-page publicly available information packet for this project, I provided written comments to the board (which I hope have been distributed to the board – I have printed copies here now, too), expressing my signicant concerns about the noise potential for this project for my home and the Dove Drive neighborhood – I will do my best to summarize those concerns in my limited speaking time tonight, but I also hope each board member will read my written comments. While I have focused my concerns about the noise potential, I am also concerned about illumination, and I understand that several of my neighbors, including the Sintons, will address the illumination concerns this evening in a separate presentation, but I will concentrate on the noise concerns. In addition to being a homeowner of a bordering property, I’d like to share with you that in my professional capacity as an engineer and researcher at Cornell (I retired in Jan, 2020), I helped develop an electronic bird tag for the Ecology and Evolutionary Biology Department that has been used on many birds, on several continents, and resulted in a related Cornell patent, and also years ago I was part of a team at the Cornell Lab of Ornithology on the Elephant Listening Project. I mention these experiences to point out that I have professional training and real world experience with birds (albeit not birds of prey) and acoustics, which are directly relevant for the noise concerns that I have for the current project. So what are these noise concerns? I have signicant concerns about the noise potential of this facility, as it will house birds of prey, such as raptors, eagles, and other large-ighted birds, that can make extremely loud screeching and screaming noises. Let’s listen to a 10-second clip of the Red- Tailed Hawk, one of the most common birds of prey in this area and in North America. This sound clip comes from the Cornell Lab of Ornithology sound library (www.allaboutbirds.org/guide/Red- tailed_Hawk/sounds). Where are these “new neighbors” proposed to be located? Approximately 375 ft from residential properties, with nothing but an open grazing eld in between, and emanating from a building with a footprint approximately 4 times the size of the typical footprint of nearby homes. Let’s look at a location map from Cornell’s information packet, where I have appended circles of distance from the proposed building in RED to the bordering properties, and the orientation to the prevailing northwest winds. The application states that it will be an open-air aviary, and I have concerns that the prevailing northwest winds will carry the screeching sounds of the birds across the open eld into our neighborhood. This is not just a theoretical concern, as there have been noise issues in the past with the Cornell facility – regarding barking dogs from a partially-outdoor facility that existed in almost the exact spot of the proposed aviary building & noise issues with an air conditioner / air handling system on a new building. To Cornell's credit, they addressed these issues in various ways, including phasing out one facility, building a new fully-enclosed facility, and mitigating the HVAC noise with rooftop building modications, to various degrees of efectiveness. I mention these previous issues to point out our valid noise concerns, and that we would rather have Cornell address any potential noise issues with the proposed aviary building during the design phase, prior to site plan approval, and prior to construction, rather than trying to mitigate noise issues later. With the exception of a note about construction noise, I believe that the submitted proposal is decient in that it does not address the noise impact to the nearby neighborhood. I would like to see a noise study performed by Cornell bird experts before any further action is taken on this proposal, and details provided on how to mitigate the noise exposure to the bordering neighborhood, either with interior or exterior sound absorption or attenuation, in the design of the building and the surrounding site. I would also like to see Cornell consider other locations for this building, further away from the bordering Dove Drive neighborhood. In summary, I believe that without noise mitigation measures included in the design of the building interior and/or exterior), and judicious placement of the building, it has not been shown by the applicants that the siting and operation of this facility will not lead to violating Section 184-5 of Part II of the Town of Ithaca Code on “General Prohibition on Unreasonable Noise,” dened as “Any excessive or unusually loud sound which either annoys, disturbs, injures or endangers the comfort, repose, health, peace or safety of a reasonable person of normal sensitivities…” Consequently, I believe that conditions for approving the draft resolution proposed tonight for the Special Permit standards of Article XXIV Section 270-200, Sub sections C and G have not been met (C: “Operations in connection with the proposed use do not create any more noise, fumes, vibration, illumination, or other potential nuisances than the operation of any permitted use in the particular zone”; G: “The project includes suficient landscaping and or other forms of bufering to protect surrounding land uses…”). I respectfully request that the Town of Ithaca deny preliminary & nal site plan approval and special permitting for this project until the noise concerns and other concerns presented by myself and other neighbors are fully addressed. Thank you for the opportunity to speak tonight and I request that a printed copy of my spoken remarks be included in the oficial record, along with the written comments I submitted by email on September 12, 2025. Thank you. Submitted on Tues, Sept 16, 2025 by Steven Powell <sp35@cornell.edu>. DEPARTMENT OF ENGINEERING Stormwater, Sanitary Sewer, Potable Water, Roads, Parks, and Trails 114 Seven Mile Drive, Ithaca, N.Y. 14850 ENGINEERING@TOWNITHACANY.GOV PHONE: 607.273.1656 FAX: 607.272.6076 www.townithacany.gov ENGINEERING MEMORANDUM FROM: David O’Shea P.E, Director of Engineering Emily Rodgers, Civil Engineer. TO: Town of Ithaca Planning Board CC: CJ Randall, Director of Planning Chris Balestra, Senior Planner DATE: August 21, 2025 RE: Wonderland Subdivision The Town of Ithaca is proposing to acquire a 0.12-acre parcel by subdividing 654 Elmira Road. The parcel will be utilized to rehabilitate and improve the existing sanitary sewer pump station that is owned and operated by the Town. This acquisition will enable the installation of a natural gas emergency generator and an access drive. Chapter 270-230.2 of the Code of the Town of Ithaca exempts Town of Ithaca owned water or sewer infrastructure from Chapter 270 and its requirements. PROPOSED RESOLUTION: SEQR Preliminary and Final Subdivision Approval Wonderland Two-Lot Subdivision 654 Elmira Road Tax Parcel No. 33.-3-6 Town of Ithaca Planning Board September 16, 2025 WHEREAS: 1. This is consideration of Preliminary and Final Subdivision Approval for the proposed two-lot subdivision at 654 Elmira Road, located in the Neighborhood Commercial Zone. The project includes subdividing a +/- 0.12 acre parcel from a +/- 4.04 acre parcel containing the Rodeway Inn Suites. The +/- 0.12 acre parcel will be conveyed to the Town of Ithaca for municipal sewer improvements, in accordance with the 2024 Inlet Valley Sewer Improvements Project. Jamna Hospitality, Inc., Owner; Town of Ithaca, Applicant; David O’Shea, Director of Engineering, Agent; 2. This is an Unlisted Action for which the Town of Ithaca Planning Board is acting in an uncoordinated environmental review with respect to the project; 3. The Planning Board on September 16, 2025, has reviewed and accepted as adequate a Short Environmental Assessment Form (EAF) Part 1, submitted by the applicant, Parts 2 and 3 prepared by Planning staff, a report prepared by the Town of Ithaca Engineering Department, titled Engineering Report for 2024 Inlet Valley Sewer Improvements Project,” dated September 3, 2024; a subdivision map titled “Survey map showing parcel to be conveyed to the Town of Ithaca, Located at 654 Elmira Road, Town of Ithaca, Tompkins County, New York,” prepared by Williams & Edsall, Land Surveyors, PC, dated 8/6/2025; and other application materials; 4. Town Planning staff has recommended a negative determination of environmental significance with respect to the proposed Subdivision Approval; NOW THEREFORE BE IT RESOLVED: That the Town of Ithaca Planning Board hereby makes a negative determination of environmental significance in accordance with Article 8 of the Environmental Conservation Law 6 NYCRR Part 617 New York State Environmental Quality Review for the above referenced action as proposed, based on the information in the EAF Part 1 and for the reasons set forth in the EAF Parts 2 and 3, and, therefore, an Environmental Impact Statement will not be required. Page 1 of 3 Name of Applicant or Sponsor: Telephone: E-Mail: Address: State: Zip Code: 1.Does the proposed action only involve the legislative adoption of a plan, local law, ordinance, administrative rule, or regulation? If Yes, attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no, continue to question 2. NO YES 2.Does the proposed action require a permit, approval or funding from any other government Agency? If Yes, list agency(s) name and permit or approval: NO YES 3.a. Total acreage of the site of the proposed action? _________ acres acresb. Total acreage to be physically disturbed? c. Total acreage (project site and any contiguous properties) owned acresorcontrolledbytheapplicantorprojectsponsor? 4.Check all land uses that occur on, are adjoining or near the proposed action: 5. Urban Rural (non-agriculture) Industrial Commercial Residential (suburban) Aquatic Other(Specify):Forest Agriculture Parkland City/PO: Short Environmental Assessment Form Part 1 -Project Information Instructions for Completing Part 1 –Project Information. The applicant or project sponsor is responsible for the completion of Part 1.Responses become part of the application for approval or funding, are subject to public review, and may be subject to further verification. Complete Part 1 based on information currently available.If additional research or investigation would be needed to fully respond to any item, please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency; attach additional pages as necessary to supplement any item. Part 1 –Project and Sponsor Information Name of Action or Project: Project Location (describe, and attach a location map): Brief Description of Proposed Action: 2024 Inlet Valley Sewer Improvements Project Site 1 ("Waldorf") is adjacent to 855 Five Mile Drive. Site 2 ("Wonderland") is adjacent to 656 Elmira road. Town Of Ithaca 607) 273-1656 DOshea@townithacany.gov 215 North Tioga Street Ithaca New York 14850 Town of Ithaca Subdivision Approval (PB), Town of Ithaca building permit, NYSDEC - Fresh Water Wetland Permit & 401 water quality certification, NYSDOT - Highway Work Permit for both sites, and USACE Nationwide permit 4.14+/- 0.22 0.35 Wetland The proposed action involves Town Board approval to improve two sewer pump stations to increase available capacity within the "Floral Sanitary Sewer Shed," located in the Inlet Valley area of the Town of Ithaca. Improvements include repairing concrete, replacing electronic and control elements, replacing pump system components, installing permanent natural gas generators, making minor site improvements, and increasing the size of approximately 73 linear feet of an existing gravity sewer main, and acquisition of approximately 0.12 acres of land. The proposed action also involves Planning Board subdivision approval to subdivide approximately 0.12 acres from the 4.04-acre Tax Parcel No. 33.-3-6 ("Site 2: Wonderland Site") to accommodate the sanitary system improvements. Page 2 of 3 5.Is the proposed action, a.A permitted use under the zoning regulations? b.Consistent with the adopted comprehensive plan? NO YES N/A 6.Is the proposed action consistent with the predominant character of the existing built or natural landscape? NO YES 7.Is the site of the proposed action located in, or does it adjoin, a state listed Critical Environmental Area? If Yes, identify: ________________________________________________________________________________ NO YES 8.a. Will the proposed action result in a substantial increase in traffic above present levels? b.Are public transportation services available at or near the site of the proposed action? c.Are any pedestrian accommodations or bicycle routes available on or near the site of the proposed action? NO YES 9.Does the proposed action meet or exceed the state energy code requirements? If the proposed action will exceed requirements, describe design features and technologies: NO YES 10.Will the proposed action connect to an existing public/private water supply? If No, describe method for providing potable water: _________________________________________ NO YES 11.Will the proposed action connect to existing wastewater utilities? If No, describe method for providing wastewater treatment: ______________________________________ NO YES 12.a.Does the project site contain,or is it substantially contiguous to,a building,archaeological site,or district 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? archaeological sites on the NY State Historic Preservation Office SHPO)archaeological site inventory? NO YES 13. a. Does any portion of the site of the proposed action, or lands adjoining the proposed action, contain wetlands or other waterbodies regulated by a federal, state or local agency? b.Would the proposed action physically alter, or encroach into, any existing wetland or waterbody? If Yes, identify the wetland or waterbody and extent of alterations in square feet or acres: _____________________ NO YES b.Is the project site,or any portion of it,located in or adjacent to an area designated as sensitive for Not applicable No water connection needed Please see Part 3 & attached correspondence with NYS OPRHP regarding the eligible locations. TW-8 Class 1 state regulated wetland 550 square feet of wetland will be disturbed during main replacement Area is served by TCAT Route 67 Please see Part 3 Page 3 of 3 14.Identify the typical habitat types that occur on, or are likely to be found on the project site. Check all that apply: Shoreline Forest Agricultural/grasslands Early mid-successional Wetland Urban Suburban 15. Does the site of the proposed action contain any species of animal, or associated habitats, listed by the State or Federal government as threatened or endangered? NO YES 16. Is the project site located in the 100-year flood plan?NO YES 17. Will the proposed action create storm water discharge, either from point or non-point sources? If Yes, a. Will storm water discharges flow to adjacent properties? b. Will storm water discharges be directed to established conveyance systems (runoff and storm drains)? If Yes, briefly describe: NO YES 18. Does the proposed action include construction or other activities that would result in the impoundment of water or other liquids (e.g., retention pond, waste lagoon, dam)? If Yes, explain the purpose and size of the impoundment:______________________________________________ NO YES 19. Has the site of the proposed action or an adjoining property been the location of an active or closed solid waste management facility? If Yes, describe: _______________________________________________________________________________ NO YES 20.Has the site of the proposed action or an adjoining property been the subject of remediation (ongoing or completed)for hazardous waste? If Yes, describe: _______________________________________________________________________________ NO YES I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Signature: _____________________________________________________Title:__________________________________Director of Engineering PRINT FORM 2024.10.02 15:56:23-04'00' Applicant/sponsor/name: __D _a__vi _d _ _O_' _S _h__e _a, _ _P _. _E __________________________________D_ a_ t_e:_ __ __ __8/21/25_ __ __ __ __ __ __ __ __ __ __ __ ___ David O'Shea, P.E. Tuesday, May 28, 2024 2:10 PM Disclaimer: The EAF Mapper is a screening tool intended to assist project sponsors and reviewing agencies in preparing an environmental 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 the EAF Mapper provides the most up-to-date digital data available to 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. Part 1 / Question 7 [Critical Environmental Area] No Part 1 / Question 12a [National or State Register of Historic Places or State Eligible Sites] No Part 1 / Question 12b [Archeological Sites] Yes Part 1 / Question 13a [Wetlands or Other Regulated Waterbodies] Yes - Digital mapping information on local and federal wetlands and waterbodies is known to be incomplete. Refer to EAF Workbook. Part 1 / Question 15 [Threatened or Endangered Animal] No Part 1 / Question 16 [100 Year Flood Plain] Digital mapping data are not available or are incomplete. Refer to EAF Workbook. Part 1 / Question 20 [Remediation Site] No 1ShortEnvironmentalAssessmentForm - EAF Mapper Summary Report This parcel is not part of the proposed Subdivision for PB review. Tuesday, May 28, 2024 2:21 PM Disclaimer: The EAF Mapper is a screening tool intended to assist project sponsors and reviewing agencies in preparing an environmental 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 the EAF Mapper provides the most up-to-date digital data available to 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. Part 1 / Question 7 [Critical Environmental Area] No Part 1 / Question 12a [National or State Register of Historic Places or State Eligible Sites] Yes Part 1 / Question 12b [Archeological Sites]Yes Part 1 / Question 13a [Wetlands or Other Regulated Waterbodies] Yes - Digital mapping information on local and federal wetlands and waterbodies is known to be incomplete. Refer to EAF Workbook. Part 1 / Question 15 [Threatened or Endangered Animal] No Part 1 / Question 16 [100 Year Flood Plain]Digital mapping data are not available or are incomplete. Refer to EAF Workbook. Part 1 / Question 20 [Remediation Site]No 1ShortEnvironmentalAssessmentForm - EAF Mapper Summary Report Page 1 of 2 No, or small impact may occur Moderate to large impact may occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area (CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit, biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a. public / private water supplies? b. public / private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic, archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources (e.g., wetlands, waterbodies, groundwater, air quality, flora and fauna)? 10. Will the proposed action result in an increase in the potential for erosion, flooding or drainage problems? 11. Will the proposed action create a hazard to environmental resources or human health? PRINT FORM Agency Use Only [If applicable] Project: Inlet Valley Sewer Improvements Date: PB September 16,2025 Short Environmental Assessment Form Part 2 - Impact Assessment Part 2 is to be completed by the Lead Agency. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept “Have my responses been reasonable considering the scale and context of the proposed action?” Page 2 of 2 Check this box if you have determined, based on the information and analysis above, and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. Check this box if you have determined, based on the information and analysis above, and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Name of Lead Agency Date Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer (if different from Responsible Officer) For every question in Part 2 that was answered “moderate to large impact may occur”, or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact, please complete Part 3. Part 3 should, in sufficient detail, identify the impact, including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant. Each potential impact should be assessed considering its setting, probability of occurring, duration, irreversibility, geographic scope and magnitude. Also consider the potential for short- term, long-term and cumulative impacts. PLEASE SEE ATTACHED Town of Ithaca Town Board Rod Howe Supervisor Christine Balestra & Dave O'Shea PRINT FORM Town of Ithaca Planning Board Caitlin Cameron Chair Inlet Valley Sewer Improvements September 16, 2025 Inlet Valley Sewer Improvement Project Town of Ithaca Town Board, October 7, 2024 Town of Ithaca Planning Board, September 16, 2025 Short Environmental Assessment Form Attachment Part 3- Determination of Significance For every question in Part 2 that was answered “moderate to large impact may occur”, or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact, please complete Part 3. Part 3 should, in sufficient detail, identify the impact, including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant. Each potential impact should be assessed considering its setting, probability of occurring, duration, irreversibility, geographic scope and magnitude. Also consider the potential for short- term, long-term and cumulative impacts. The proposed action involves repairing and upgrading two sanitary sewer lift stations and making associated repairs within the Floral Sanitary Sewer Shed, located in the Inlet Valley Area of the Town of Ithaca. The purpose is to meet existing and future service demands that have been envisioned in the Inlet Valley area. The two stations are labeled "Site 1 - Waldorf Pump Station," and "Site 2 - Wonderland Pump Station." The proposal will improve system resiliency, increase sewer shed capacity to meet existing and future demand, and remove potential hazards to town staff. A townwide sanitary sewer system study completed by Larson Design Group (LDG) in 2018 utilized the Town of Ithaca 2014 Comprehensive Plan and Town Code as guides to predict future sewer flows from development within the town. The Sewer Shed serves areas labeled as Established Neighborhood, Semi-Rural Neighborhood, TND Medium Density, Inlet Valley Gateway, Natural/Open, and Rural/Agricultural in the Comprehensive Plan. The future flow is estimated to increase by 39,006 gpd to Site 1 due to anticipated residential development and mixed-use development of the Inlet Valley Gateway. The majority of parcels within the Sewer Shed are developed and connected to the Floral system. However, approximately 9% are developed and utilizing onsite wastewater treatment systems. The last major sanitary sewer expansion project was installed in the early 1990’s. These onsite systems were primarily installed prior to the early 1990’s and therefore are approaching the end of their life. New anticipated development and redevelopment with increases in sewer contributions cannot be connected to the Floral system without increased risk of a sanitary sewage overflow. In terms of growth inducing impacts, the improvements made within the Floral Avenue Sewer Shed will increase system resiliency, reduce the risk of environmental contamination, and adequately accommodate existing and anticipated future development. The project is largely improving the sewer service that already exists and is available in the area. The additional capacity created by the project will be used by existing development that is currently not connected and future development that the town has already anticipated. The anticipated future development and associated densities will be controlled based on zoning regulations. Future developments will be infill development, and a SEQR review will be performed for each development project unless it is classified as Type II per the SEQR regulations. A large amount of the surrounding areas that is not within the system service area are NYS parks or lands with conservation easements or restrictions. It is unlikely that these areas will be developed and seek sewer service extensions. The proposed action will require additional property to install a generator at Site 2. The adjacent property owner, at 654 Elmira Rd, (parcel 33.-3-6), has agreed to subdivide and convey a small portion of their land to the Town of Ithaca. The proposed new parcel would encompass an existing easement area, and total parcel size will be approximately 0.12 acres after subdivision. There are no significant adverse environmental impacts associated with the proposed subdivision. Regarding Part 1, #12 a & b: Both sites were identified as being in or adjacent to an area designated as sensitive for archaeological sites. Site 2 was also identified to contain, or be substantially contiguous to a building, archaeological site, or district 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. The Office of Parks, Recreation and Historic Preservation OPRHP) was consulted for comments on the proposed project. OPRHP does not believe that archaeological and/or historical resources will be impacted at either site. The attachments contain correspondence regarding their opinions on the sites. Regarding Part 1, #13 a & b: A portion of Site 1 contains a NYS freshwater wetland known as TW-8. This wetland is approximately 28.2 acres in size. A wetland delineation of Site 1 was conducted to determine the wetland's extent. It is anticipated that a portion of the proposed work will be within the wetland in areas that were previously disturbed by previous infrastructure installation. The project will utilize tracking pads and minimize the disturbance to the wetland to the greatest extent possible. A DEC Freshwater Wetlands Permit will be required to perform the proposed work. It is anticipated that no permanent or significant adverse environmental impacts to the wetland will occur. Additionally, the project site is within a ½ mile of Negundo Woods, a significant natural community and a floodplain forest. It is anticipated that no significant adverse environmental impacts will occur to Negundo Woods. Finally, Site 2 is immediately adjacent to a regulated stream. No significant adverse environmental impacts to the stream are anticipated. Given the analysis above, the proposed action will not result in significant adverse environmental impacts. 4/ 18/ 24, 6: 06 PM Environmental Resource Mapper https:// gisservices. dec. ny. gov/ gis/ erm/ 1/ 2 En v i r o n m e n t a l R e s o u r c e M a p p e r 0 10 0 20 0 Se a r ch Too l s La yer s a n d L e g en d Water b o d y I n ven tor y/ P r i o r i t y W ater b o d i e s L i s t La k es a n d R es e r voi r s Es tu a r i e s Ri v er s a n d S t r ea m s Sh o r el i n e s St ate R eg u l a ted F r es h water W etl a n d s O u t s i d e o f t h e A d i r on d a c k P ar k St ate R eg u l a ted W etl a n d C h e c k z on e Im p e r i l e d M u s s e l s Ot h e r W etl a n d L a yer s Refer en c e L a yer s Tel l M e M o r e. Ne e d A P er m i t Co n tac t s Ba s e M a p NYS Aerial w Streets Us i n g t h i s m a p 4/ 18/ 24, 6: 07 PM Environmental Resource Mapper https:// gisservices. dec. ny. gov/ gis/ erm/ 1/ 2 En v i r o n m e n t a l R e s o u r c e M a p p e r 0 10 0 20 0 Se a r ch Too l s La yer s a n d L e g en d Mu s s e l S c r ee n i n g S t r ea m s Si g n i can t N a tu r al C o m m u n i es Na tu r al C o m m u n i es N e a r T h i s L o c a on Ra r e P l a n ts o r A n i m a l s Ba s e F l o o d E l e va on P l u s 7 2 7 5 I n c h e s S e a l e vel Ri s e Li m i t t o M o d e r ate W ave A c on Ot h e r W etl a n d L a yer s Refer en c e L a yer s Tel l M e M o r e. Ne e d A P er m i t Co n tac t s Ba s e M a p NYS Aerial w Streets Us i n g t h i s m a p 4/ 18/ 24, 6: 09 PM Environmental Resource Mapper https:// gisservices. dec. ny. gov/ gis/ erm/ 1/ 2 En v i r o n m e n t a l R e s o u r c e M a p p e r 0 30 0 60 0 Se a r ch Too l s La yer s a n d L e g en d Mu s s e l S c r ee n i n g S t r ea m s Si g n i can t N a tu r al C o m m u n i es Na tu r al C o m m u n i es N e a r T h i s L o c a on Ra r e P l a n ts o r A n i m a l s Ba s e F l o o d E l e va on P l u s 7 2 7 5 I n c h e s S e a l e vel Ri s e Li m i t t o M o d e r ate W ave A c on Ot h e r W etl a n d L a yer s Refer en c e L a yer s Tel l M e M o r e. Ne e d A P er m i t Co n tac t s Ba s e M a p NYS Aerial w Streets Us i n g t h i s m a p 4/ 24/ 24, 6: 19 PM Environmental Resource Mapper https:// gisservices. dec. ny. gov/ gis/ erm/ 1/ 2 En v i r o n m e n t a l R e s o u r c e M a p p e r 0 10 0 20 0 Se a r ch Too l s La yer s a n d L e g en d Water b o d y C l a s s i ca on s f or R i v er s/ S t r ea m s Water b o d y C l a s s i ca on s f or L a k es Water b o d y I n ven tor y/ P r i o r i t y W ater b o d i e s L i s t La k es a n d R es e r voi r s Es tu a r i e s Ri v er s a n d S t r ea m s Sh o r el i n e s St ate R eg u l a ted F r es h water W etl a n d s O t id f th Ad i d k P k) Ot h e r W etl a n d L a yer s Refer en c e L a yer s Tel l M e M o r e. Ne e d A P er m i t Co n tac t s Ba s e M a p NYS Aerial w Streets Us i n g t h i s m a p David L. O'Shea, PE Town of Ithaca 114 Seven Mile Dr Ithaca, NY 14850 2024 Inlet Valley Sewer Improvements Site 1: WaldorfRe: County: Tompkins Town/City: Ithaca Dear David L. O'Shea: 205 May 14, 2024 In response to your recent request, we have reviewed the New York Natural Heritage Program database with respect to the above project. Enclosed is a report of rare or state-listed animals and plants, and significant natural communities that our database indicates occur in the vicinity of the project site. For most sites, comprehensive field surveys have not been conducted; the enclosed report only includes records from our database. We cannot provide a definitive statement as to the presence or absence of all rare or state-listed species or significant natural communities. Depending on the nature of the project and the conditions at the project site, further information from on-site surveys or other sources may be required to fully assess impacts on biological resources. The presence of the plants and animals identified in the enclosed report may result in this project requiring additional review. For further guidance, and for information regarding other permits that may be required under state law for regulated areas or activities (e.g., regulated wetlands), please contact the NYS DEC Region 7 Office, Division of Environmental Permits, at dep.r7@dec.ny.gov. Heidi Krahling Environmental Review Specialist New York Natural Heritage Program Sincerely, Report on Rare Animals, Rare Plants, and Significant NaturalCommunitiesNewYorkNaturalHeritageProgram The following rare plants, rare animals, and significant natural communities have been documented at the project site, or in its vicinity. We recommend that potential impacts of the proposed project on these species or communities be addressed as part of any environmental assessment or review conducted as part of the planning, permitting and approval process, such as reviews conducted under SEQR. Field surveys of the project site may be necessary to determine the status of a species at the site, particularly for sites that are currently undeveloped and may contain suitable habitat. Final requirements of the project to avoid, minimize, or mitigate potential impacts are determined by the lead permitting agency or the government body approving the project. The following plants are listed as Endangered or Threatened by New York State, and/or are considered rare by the New York Natural Heritage Program, and are a vulnerable natural resource of conservation concern. HERITAGE CONSERVATIONSTATUSSCIENTIFICNAMENYSTATELISTINGCOMMONNAME Vascular Plants Endangered Critically Imperiled in NYS 15737 BromusnottowayanusSatinBrome Documented within 100 yards east of the project site. 2018-07-18. Threatened Imperiled in NYS 9531 EquisetumpalustreMarshHorsetail Documented within 0.25 mile southeast of the project site. 1999-06-08: Formerly a large tamarack peat swamp with open marl pools, but today reduced to a small shrub swamp with a few remnant marl pools. Most of the area filled in to create a public baseball field. Approximately five acres of the swamp remain today. The plants are located at the north end of the swamp near the base of slope created by the fill for the baseball field. A shrub swamp is located immediately south of this plant population. A major state highway is found to the west of the swamp. This report only includes records from the NY Natural Heritage database. For most sites, comprehensive field surveys have not been conducted, and we cannot provide a definitive statement as to the presence or absence of all rare or state-listed species. Depending on the nature of the project and the conditions at the project site, further information from on-site surveys or other sources may be required to fully assess impacts on biological resources. If any rare plants or animals are documented during site visits, we request that information on the observations be provided to the New York Natural Heritage Program so that we may update our database. Information about many of the rare animals and plants in New York, including habitat, biology, identification, conservation, and management, are available online in Natural Heritage’s Conservation Guides at www.guides.nynhp.org. Page 1 of15/14/2024 KATHY HOCHUL Governor RANDY SIMONS Commissioner Pro Tempore April 25, 2024 David O'Shea Senior Civil Engineer Town of Ithaca 114 Seven Mile Dr Ithaca, NY 14850 Re: SEQRA 2024 Inlet Valley Sewer Improvements 654 Elmira Rd, Ithaca, NY 14850 24PR03548 Dear David O'Shea: Thank you for requesting the comments of the Office of Parks, Recreation and Historic Preservation (OPRHP). We have reviewed the project in accordance with the New York State Historic Preservation Act of 1980 (Section 14.09 of the New York Parks, Recreation and Historic Preservation Law). These comments are those of the OPRHP and relate only to Historic/Cultural resources. They do not include potential environmental impacts to New York State Parkland that may be involved in or near your project. Based upon this review, it is the opinion of OPRHP that no properties, including archaeological and/or historic resources, listed in or eligible for the New York State and National Registers of Historic Places will be impacted by this project. If further correspondence is required regarding this project, please be sure to refer to the OPRHP Project Review (PR) number noted above. If you have any questions, please contact Bradley Russell at the following email address: Bradley.Russell@parks.ny.gov Sincerely, R. Daniel Mackay Deputy Commissioner for Historic Preservation Division for Historic Preservation New York State Office of Parks, Recreation and Historic Preservation Division for Historic Preservation, Peebles Island, PO Box 189, Waterford, New York 12188-0189 518) 237-8643 • https://parks.ny.gov/shpo Site 2 June 28, 2024 Town of Ithaca c/o David O’Shea 114 Seven Mile Dr Ithaca, NY 14850 RE: Inlet Valley Sewer Improvements Site 1: Waldorf GID-000523 Permit Jurisdiction Determination Town of Ithaca, Tompkins County Dear Mr. O’Shea: The New York State Department of Environmental Conservation (DEC) has reviewed the submitted information for the above referenced project. According to the provided materials, the project consists of the replacement of an existing 10” sewer main pipe with a 12” pipe within the existing footprint at the Waldorf Pump Station (Site 1). Based upon our review of your inquiry, DEC offers the following comments: FRESHWATER WETLANDS The project site appears to be within the adjacent area and/or within New York State protected Freshwater Wetland, TW-8, Class 1. Physical disturbances within NYS regulated freshwater wetlands and their 100-foot adjacent areas require a Freshwater Wetland Permit. Wetland boundaries shown on our regulatory maps are approximate and a delineation may be required for the precise location of wetland boundaries. For more information regarding a wetland delineation, please contact Jean Foley at DEC Bureau of Ecosystem Health at (607)753-3095 ext. 263. Further, please contact your town officials and the United States Army Corps of Engineers Auburn Field Office, at (315) 255-8090, for any permitting they might require. PROTECTION OF WATERS Cayuga Inlet (NYS Waters Index #: Ont. 66-12-P 296-75), a regulated Class C(T) stream, is in the vicinity of the project area. Disturbance to the bed or banks of regulated streams (up to 50 ft from stream) will require an Article 15, Protection of Waters permit. Although a permit does not appear to be required, you are still responsible for ensuring that work shall not pollute any stream or waterbody. Care shall be taken to stabilize any disturbed areas promptly after construction, and all necessary precautions shall be taken to prevent contamination of the stream or waterbody by silt, sediment, fuels, solvents, lubricants, or any other pollutant associated with the project. RE: Inlet Valley Sewer Improvements GID-000523 June 28, 2024 Permit Jurisdiction Determination Town of Ithaca, Tompkins County Page 2 of 3 WATER QUALITY CERTIFICATION If the US Army Corps of Engineers requires a permit pursuant to Section 404 of the Clean Water Act for the discharge to fill in Waters of the U.S., then a Section 401 Water Quality Certification will be required. Issuance of these certifications is delegated in New York State to DEC. If the project qualifies for a Nationwide Permit, it may be eligible for coverage under DEC’s Blanket Water Quality Certification. A determination on Corps jurisdiction and Nationwide Permit eligibility is likely necessary for a DEC jurisdictional determination. For more information, please visit http://www.dec.ny.gov/permits/6042.html. STATE-LISTED SPECIES Two records of sensitive resources were identified by this review. The following rare plants have been documented in the vicinity of the project site; Satin Brome (Bromus nottowayanus) and Marsh Horsetail (Equisetum palustre). For more information regarding potential disturbances to these plant species please contact Rich Ring, Chief Botanist at NYS Natural Heritage, (518)402- 8952. CULTURAL RESOURCES We have reviewed the statewide inventory of archaeological and historical resources maintained by the New York State Museum and the New York State Office of Parks, Recreation, and Historic Preservation. These records indicate that the project is not located within an area considered to be sensitive with regard to archaeological or historical resources. For more information, please visit the New York State Office of Historic Preservation website at http://www.nysparks.com/shpo/. STORMWATER Soil disturbances of one or more acres of land from construction activities must obtain permit coverage under the NYSDEC SPDES General Permit for Stormwater Discharges from Construction Activities (GP-0-20-001) by submitting a Notice of Intent and developing and implementing a Stormwater Pollution Prevention Plan. For information on stormwater and the general permits, see the DEC website at http://www.dec.ny.gov/chemical/8468.html. For construction permits, if this site is within an MS4 area (Municipal Separate Storm Sewer System), the stormwater plan must be reviewed and accepted by the municipality and the MS-4 Acceptance Form must be submitted to the Department. If the site is not within an MS4 area and other DEC permits are required, please contact the regional Division of Environmental Permits. SPDES INFORMATION The proposed project appears to include improvements to a sanitary sewage pump station and associated force main. In accordance with 6 NYCRR Part 750-2.10, NYSDEC Division of Water requires submittal of plans, specifications, and an engineering report for review and approval. Plans, specifications, and the engineering report shall be stamped by a NYS Licensed Professional Engineer and provided to Matthew Russo, P.E., of NYSDEC Division of Water. For further information please consult with Matthew Russo in DEC’s Division of Water at 315) 426-7505. RE: Inlet Valley Sewer Improvements GID-000523 June 28, 2024 Permit Jurisdiction Determination Town of Ithaca, Tompkins County Page 3 of 3 ADDITIONAL INFORMATION Other permits from this Department or other agencies may be required for projects conducted on this property now or in the future. Also, regulations applicable to the location subject to this determination occasionally are revised and you should, therefore, verify the need for permits if your project is delayed or postponed. This determination regarding the need for permits will remain effective for a maximum of one year unless you are otherwise notified. Applications may be downloaded from our website at www.dec.ny.gov under “Programs” then “Division of Environmental Permits.” Please contact this office if you have questions regarding the above information. Thank you. Sincerely, Melanie Kukko Environmental Analyst Division of Environmental Permits, Region 7 Telephone No. (315) 426-7482 cc: J. Stercho, R7 DEP M. Russo, R7 DOW J. Foley, R7 BEH 1 PROPOSED RESOLUTION: Preliminary and Final Subdivision Approval Wonderland Two-Lot Subdivision 654 Elmira Road Tax Parcel No. 33.-3-6 Town of Ithaca Planning Board September 16, 2025 WHEREAS: 1. This is consideration of Preliminary and Final Subdivision Approval for the proposed two-lot subdivision at 654 Elmira Road, located in the Neighborhood Commercial Zone. The project includes subdividing a +/- 0.12 acre parcel from a +/- 4.04 acre parcel containing the Rodeway Inn Suites. The +/- 0.12 acre parcel will be conveyed to the Town of Ithaca for municipal sewer improvements, in accordance with the 2024 Inlet Valley Sewer Improvements Project. Jamna Hospitality, Inc., Owner; Town of Ithaca, Applicant; David O’Shea, Director of Engineering, Agent; 2. This is an Unlisted Action for which the Town of Ithaca Planning Board, in an uncoordinated environmental review with respect to the project, has on September 16, 2025, made a negative determination of environmental significance, after having reviewed and accepted as adequate a Short Environmental Assessment Form Part 1, submitted by the applicant, and Parts 2 and 3 prepared by the Town Planning staff; 3. Per the Inter-governmental Agreement between the Town of Ithaca and the Tompkins County Planning and Sustainability Department, dated August 3, 2004, residential subdivisions of fewer than 5 lots, all of which comply with Tompkins County Sanitary Code requirements, and do not involve new local roads or streets directly accessing a State or county road, are of local, rather than inter-community or county-wide concern, and are therefore not subject to referral to the Tompkins County Planning and Sustainability Department under New York State General Municipal Law, Article 12-B, §§239-l, -m, and -n; and 4. The Planning Board on September 16, 2025, has reviewed and accepted as adequate a report prepared by the Town of Ithaca Engineering Department, titled “Engineering Report for 2024 Inlet Valley Sewer Improvements Project,” dated September 3, 2024; a subdivision map titled “Survey map showing parcel to be conveyed to the Town of Ithaca, Located at 654 Elmira Road, Town of Ithaca, Tompkins County, New York,” prepared by Williams & Edsall, Land Surveyors, PC, dated 8/6/2025; and other application materials; NOW THEREFORE BE IT RESOLVED: 1. That the Town of Ithaca Planning Board hereby waives certain requirements for Preliminary and Final Subdivision Approval, as shown on the Preliminary and Final Subdivision Checklists, having determined from the materials presented that such waiver will result in a significant alteration of neither the purpose of subdivision control nor the policies enunciated or implied by the Town Board; and 2. That the Planning Board hereby grants Preliminary and Final Subdivision Approval for the proposed subdivision at 654 Elmira Road, as shown on the report and survey map noted in Whereas #4 above, subject to the following condition: Page 2 of 2 a. Submission for signing by the Chairperson of the Planning Board of an original and three dark lined prints of the approved final subdivision plat, including the original signature and seal of the registered land surveyor, prior to filing with the Tompkins County Clerk Office; and submission of a copy of the receipt of filing to the Town of Ithaca Planning Department. ENGINEERING REPORT FOR 2024 Inlet Valley Sewer Improvements Project September 3, 2024 Town Of Ithaca County Of Tompkins State Of New York POSS ID: NYS700040 PREPARED BY: David O’Shea, P.E., Director of Engineering Town of Ithaca Engineering Department 215 N Tioga Street Ithaca, NY 14850 Table of Contents Execu ve Summary ...................................................................................................................................... 1 Project Background and History .................................................................................................................. 1 I. Site Informa on ............................................................................................................................... 1 II. Ownership and Service Area ........................................................................................................... 4 IV. Deni on and Problem ................................................................................................................... 6 V. Financial Status ................................................................................................................................ 7 Alterna ve Analysis A – No Ac on .............................................................................................................. 8 I. Descrip on ...................................................................................................................................... 8 II. Cost Es mate ................................................................................................................................... 8 III. Non-Monetary Factors ................................................................................................................ 8 Alterna ve Analysis B – Decrease Site 2 Discharge Rate ............................................................................ 9 I. Descrip on ...................................................................................................................................... 9 II. Cost Es mate ................................................................................................................................. 10 III. Non-Monetary Factors .............................................................................................................. 12 Alterna ve Analysis C – Increasing Site 1 Discharge Rate ......................................................................... 12 I. Descrip on .................................................................................................................................... 12 II. Cost Es mate ................................................................................................................................. 13 III. Non-Monetary Factors .............................................................................................................. 16 Summary and Comparison of Alterna ve ................................................................................................. 16 Recommended Alterna ves ....................................................................................................................... 17 I. Basis of Selec on ................................................................................................................................. 17 II. Cost and Schedule .............................................................................................................................. 17 III. Next Steps ........................................................................................................................................ 18 Maps and Figures ....................................................................................................................................... 19 1 Execu ve Summary The Inlet Valley sanitary sewer shed (Sewer Shed) within the Town of Ithaca was evaluated to determine available capacity within the conveyance system and for compliance with applicable standards. The evalua on began with a town wide sewer study that was done by Larson Design Group (LDG) in 2018. Using the Town of Ithaca 2014 Comprehensive Plan and zoning as a guide to predict future sewer ows from development LDG iden ed areas of the Sewer Shed that could not meet exis ng and future service demands. Further evalua on of the Sewer Shed iden ed that 4 pipe segments do not have sucient capacity to convey exis ng ows and will not be able to support the future growth of Inlet Valley. An evalua on of the two major sanitary sewer li sta ons within the Sewer Shed system was conducted. Both sta ons are in need of repairs and improvements to improve their resiliency, increase sewer shed capacity to meet exis ng and future demand, and to remove poten al hazards to town sta. Three alterna ves with various project scopes were iden ed, analyzed, and compared. The alterna ves were as follows: Alterna ve A: No Ac on Alterna ve B: Decrease Site 2 Discharge Rate Alterna ve C: Increase Site 1 Discharge Rate It is recommended to further pursue Alterna ve B. Alterna ve B is the most cost eec ve, shortest construc on dura on, and will have the least impact on the traveling public that achieves an increase in capacity within the Sewer Shed that can support exis ng and future development. Project Background and History I. Site Informa on The Floral Sanitary Sewer System extends from the City of Ithaca and Town of Ithaca municipal boundary southwest to the vicinity of Eneld Falls Rd within the Town of Ithaca. This area of the Town is referred to as the “Inlet Valley”. There are two municipal sewage li sta ons, 151 manholes, approximately 33,350 linear feet of 6” to 12” gravity main, and 5,500 linear feet of 6” to 8” force main that make up the Floral system. The system conveys residen al, commercial, and industrial sanitary sewage. This project focuses on improvements of the two sewage li sta ons within the system. The loca on of these li sta on sites can be viewed on the map en tled “Map 1: Site Overview Map” located within the Maps and Figures sec on of this report. Site 1 is known as the Waldorf Pump Sta on. This sta on is located adjacent to 855 Five Mile Dr (NY RT. 13A). A more detailed loca on of this site can be viewed on the map en tled “Site 1: Waldorf”, which can be found within the Maps and Figures sec on of this report. 2 Site 2 is known as the Wonderland Pump Sta on. This sta on is located adjacent to 654 Elmira Rd (NY RT. 13). A more detailed loca on of this site can be viewed on the map en tled “Site 2: Wonderland”, which can be found within the Maps and Figures sec on of this report. The Natural Resources Conserva on Service (NRCS) soil survey tool was u lized to determine various geologic condi ons within the project areas. The predominant soil types within the proposed Site 1 project area are Howard Gravelly Loam (HdD) (62.5% of the area of interest (AOI), hydraulic soil group A) and Wayland Soils Complex (Ws) (37.5% of the AOI, hydraulic soil group B/D). Bedrock is rated to be at a depth greater than 200 cen meters (6.5 feet). The HdD soils within the site have a water table depth ra ng of >200 cm (6.5 feet) and the Ws soils have a ra ng of 0 cm. The loca on of these soils and addi onal informa on can be found accompanying Figure 1 located within the Maps and Figures sec on. The predominant soil types within the proposed Site 2 project area are Eel Silt Loam (Em) (5.8% of the AOI, hydraulic soil group B/D) and Howard Gravelly Loam (HdC) 94.2 of the AOI, hydraulic soil group A). Bedrock is rated to be at a depth greater than 200 cen meters (6.5 feet). The HdC soils within the site have a water table depth ra ng of >200 cm (6.5 feet) and the Em soils have a ra ng of 54 cm (1.77 feet). The loca on of these soils and addi onal informa on can be found accompanying Figure 2 located within the Maps and Figures sec on. The New York State Department of Environmental Conserva on (DEC) digital Environment Resource Mapper (ERM) was reviewed to determine if any environmental resources (including but not limited to waterbodies, endangered species, wetlands, rare plants and animals, and signicant natural communi es) are within the vicinity or present on either site. Maps produced by the ERM for Site 1 and Site 2 can be found within Figure 3 and Figure 4, respec vely, located within the Maps and Figures sec on. Each of the iden ed resources were further reviewed for poten al impacts and presence on the site. The ERM indicated that Site 1 may contain state regulated wetlands, rare plants and animals, and is in the vicinity of a signicant natural community. A por on of Site 1 contains a NYS freshwater wetland known as TW-8. This wetland is a class 1 and approximately 28.2 acres in size. A wetland delinea on of Site 1 was conducted to determine the wetlands extent. It is an cipated that a por on of the proposed work will be within the wetland in areas that were previously disturbed by the ini al infrastructure installa on. The project will u lize tracking pads and minimize the disturbance to the wetland to the greatest extent possible. A DEC Freshwater Wetlands Permit will be required to perform the proposed work. It is an cipated that no permanent impacts to the wetland will occur. A request was submi ed to NY Natural Heritage (NYNH) for a project screening for Site 1 to receive addi onal informa on on poten al endangerer, threatened, or rare plants and animals. NYNH iden ed Sa n Brome, a NY state listed endangered species, 3 was previously iden ed within 100 yards of the site and Marsh Horsetail, a NY state threatened species, was previously documented within 0.25 miles of the site. The informa on provided by NYNH can be found in Figure 5 located in the Maps and Figures sec on. Neither species was iden ed on the project site during site visits. Although Sa n Brome (scien c name No away Brome) was not iden ed on the project site, NYNH was consulted regarding disturbance to the species and remedial measures. NYNH iden ed invasive species as the main threat to this species. This species cannot be transplanted or reseeded. It was recommended to replant disturbed areas with annual rye grass to stabilize the area and to help prevent coloniza on of invasive species. These recommenda ons along with other best management prac ces, such as ensuring equipment is clean upon arrival to the site, reusing na ve soil as ll for trenches, using construc on mats to limit soil disturbance, and limi ng the area of disturbance will help minimize poten al impacts to the environment and this species of plant that is located nearby. Marsh Horsetail (scien c name Equisetum Palustre) has a popula on 0.25 miles southeast of the project across a major state highway. This plant will not be aected by the construc on on either site. The project site is within a ½ mile of the Negundo Woods, a signicant natural community. The Negundo Woods are a oodplain forest. It is an cipated that no impacts will occur to the Negundo Woods due to this project. The ERM indicated that Site 2 is immediate adjacent to a NY regulated class c stream. No impacts to the stream are an cipated to occur from this project. The Cultural Resource Informa on System (CRIS) and Environment Assessment Mapper ( EAF) were reviewed to iden fy if historic or archaeological features are within, or adjacent to the project sites. Both sites were iden ed as being in or adjacent to an area designated as sensi ve for archaeological sites. Site 2 was also iden ed to contain, or is substan ally con guous to, a building, archaeological site, or district which is listed on the Na onal or State Register of Historic Places, or that has been determined by the Commissioner of the NYS Oce of Parks, Recrea on and Historic Preserva on to be eligible for lis ng on the State Register of Historic Places. The Oce of Parks, Recrea on and Historic Preserva on (OPRHP) was consulted for comments on the proposed project. OPRHP does not believe that archaeological and/or historical resources will be impacted at either site. The correspondence regarding their opinions on the sites can be found within Figure 6 located within the Maps and Figures Sec on. A por on of the Site 1 work is within the 500-year ood plain. Work completed in this area will not permanently alter topography. It is an cipated that no impacts to the ood plain will occur due to this project. As previously men oned, a small por on of Site 1 encompasses a wetland. The wetland may be considered a “Water of the U.S.”. These waters are under the jurisdic on 4 of the United States Army Core of Engineers’ (USACE) and sec ons 404 and 401 of the Clean Water Act may apply. Though jurisdic on is not expected a preliminary jurisdic onal determina on request has been submi ed. If the project site is within USACE jurisdic on, a joint applica on will be submi ed under Na onwide Permit 58 to the USACE and DEC. Na onwide Permit 58 authorizes U lity Line Ac vi es for Water and Other Substances in accordance with sec on 404 requirements. A Blanket Water Quality Cer ca on would be sought from the DEC to meet sec on 401 requirements. See Figure 7 in the Maps and Figures sec on for DEC jurisdic onal le er discussing permits needed. Site 1 and Site 2 are located within an area designated as a Poten al Environmental Jus ce Area and a Disadvantaged Community. The proposed project would provide capacity within the system for addi onal sewage conveyance. The capacity would be sucient for the development of parcels within the sewer shed to the densi es allowed by zoning. The Town of Ithaca 2014 Comprehensive Plan envisioned the Inlet Valley Gateway Overlay District along Elmira Road, to be a “mix of oce, small-scale retail, hospitality, and tourism and agritourism uses, with low-impact light industrial, ar sanal industrial, and skilled trade uses.” The sewer capacity gained by the proposed project would allow for these uses to be developed within the area. As future development occurs within the Overlay District, ameni es or services could be constructed that may be u lized by the people residing in the vicinity. Future development may also lead to an increase in employment opportuni es within the community. II. Ownership and Service Area This sanitary sewer system is owned and maintained by the Town of Ithaca. The sewage is received and treated by the Ithaca Area Wastewater Treatment Facility IAWWTF). The IAWWTF is operated and maintained by the City of Ithaca. The system primarily serves residen al users with some industrial and commercial users contribu ng. A townwide sanitary sewer system study completed by Larson Design Group in 2018 utilized the Comprehensive Plan and zoning as a guide to predict future sewer flows from development within the Town. The Sewer Shed serves areas labeled as Established Neighborhood, Semi- Rural Neighborhood, TND Medium Density, Inlet Valley Gateway, Natural/Open, and Rural/Agricultural in the Comprehensive Plan. The future flow is estimated to increase by 39,006 gpd due to residential development and mixed-use development of the Inlet Valley Gateway. Past census results for the Town of Ithaca can be found below in Table 1. The Town of Ithaca popula on increased on average 0.92% annually. The projected 2030 popula on is 24, 410 people based on the data 2020 census and average annual increase. Table 1: U.S. Census Popula on Data and Projected Popula on Year 2000 2010 2020 2030 projected) Popula on 18,7101 19,9302 22,2832 24,410 5 1. h ps://www.tompkinscountyny.gov/les2/planning/census/data_les/A 2%20SF1%20Data%202000%20PDF.pdf 2. h ps://www.census.gov/quickfacts/ithacatowntompkinscountynewyork Approximately 67% of parcels within the sewer shed are developed and connected to the Floral system. Approximately 9% are developed and are u lizing onsite wastewater treatment systems. Approximately 22% are undeveloped with access to the Floral system and 2% are undeveloped without direct access to the Floral system. The last major sanitary sewer expansion project was installed in the early 1990’s. The Code of the Town of Ithaca requires structures to connect to the municipal sanitary sewer unless an exemp on is granted. Based on the above, it can be assumed that these onsite systems were primarily installed prior to the early 1990’s and therefore are approaching the end of their life. The loca ons of the parcels described above can be viewed on the map en tled “Map 3: Sewer Access” found within the Maps and Figures sec on of this report. III. Exis ng Facili es and Present Condi on A portion of the Floral collection system was originally installed in 1978. The system was expanded in 1991. The network is made primarily of pvc pipe and precast concrete manholes with iron frames and covers. There are two municipal sewage lift stations, 151 manholes, approximately 33,350 linear feet of 6” to 12” gravity main, and 5,500 linear feet of 6” to 8” force main that make up the Floral system. A vast majority of the system conveys sewage via gravity to one of the two pump stations which were installed in 1991. The Wonderland Pumpstation located at Site 2 lifts the sewage to a gravity network that conveys the sewage to the Waldorf Pumpstation located at Site 1. The system conveys residential, commercial, and industrial sanitary sewage. Notable users include multiple hotels/motels, Ithaca Beer, Town of Ithaca Public Works Facility, Tompkins County Highway Department, NYS Parks, and Ithaca City School District Transportation Facility. This system is a publicly owned sewer system (POSS) with an identification number of NYS700040. The Ithaca Area Wastewater Treatment Facility POSS ID is NY0026638. The treatment facility and collection system are located within DEC Region 7. There are no known sanitary sewer overflows within the Floral sewer shed or any other compliance issues. The Wonderland Pumpstation receives an average flow of 37,827.4 gpd and a peak flow of 139.2 gpm. The Waldorf Pumpstation receives an average flow of 112,023 gpd and a peak flow of 1,015 gpm. These existing flows and future flows can be found in Figure 8 of the Maps and Figures Section. The Wonderland Pump Station contains two Flygt CP 3152 MT 3~ 432 20 HP submersible pumps. The pumps operate as an alternating lead-lag operation. The pumps were installed in 1991 and appear to operate at a TDH of 69’ with a discharge rate of 635 gpm. The pumpstation is equipped with a data logger and an emergency alarm callout notification system. A manual transfer switch and trailer mounted generator provide emergency power to the station when needed. The precast concrete wet well and valve 6 pit appear to be in an acceptable condition with only a few minor repairs needed. The electrical pump control panel has corrosion and is in poor condition. The station utilized approximately 3,696 kwh of electricity in 2023. The Waldorf Pump Station contains two Flygt 3171 454 30 HP submersible pumps. The pumps operate as an alternating lead-lag operation. The station was built in 1991. One pump was replaced in 2013 and the other in 2018. The station operates at a TDH of 75’ with a discharge rate of 621 gpm. The pumpstation is equipped with a data logger and an emergency alarm callout notification system. A manual transfer switch and trailer mounted generator provide emergency power to the station when needed. The precast concrete wet well and valve pit appear to need repair. Spalling of concrete, cracks, and water infiltration were observed. The electrical pump control panel has corrosion and is in poor condition. The station utilized approximately 9,241 kwh of electricity in 2023. Each pipe segment within the main conveyance route in the Floral system was analyzed to determine pipe capacity, 80% depth pipe capacity, existing flow to each segment, and proposed future flow to each pipe segment utilizing a sewer model in ArcGis. The model identified four pipe segments that did not have sufficient capacity to convey the existing flows. The model was then utilized to analyze future flows and associated impacts on the gravity conveyance system. For this analysis it was assumed that all parcels with access to the existing system were developed to the densities allowed by zoning. There were no additional sections that could not convey the future flows. The capacities of the mains identified were further reviewed. These calculations can be found in Figure 9 and the location of these mains can be viewed on the map entitled “Floral Gravity Sewer Capacity” located within the Maps and Figures Section. IV. Deni on and Problem Site 1 and Site 2 are separated geographically by approximately 0.7 miles. When a power outage occurs in the area, the outage usually encompasses both sta ons. This is problema c as the systems operate essen ally in a series. A portable generator is connected to the Wonderland Pump Sta on to discharge the wet well. The generator is then disconnected and moved to the Waldorf Pump Sta on to then discharge that wet well. This situa on creates a poten al safety hazard due to the numerous connec ons, disconnec ons, and opera on of the transfer switches that are required to keep moving the generator between the two sites. Having a sole generator for emergency opera on during power outages for both sta ons is not very reliable. If this equipment was to fail, both sta ons would not be operable during the event. The electrical pump control panel at both sites have corrosion. This corrosion has caused holes to form. These holes allow for the possible intrusion of insects, varmint, and water. Intrusion of these items could lead to damage, electrical short circui ng, and total sta on failure. Corrosion is prevalent on the ver cal supports of the cabinets. As previously men oned, the precast structures at both sta ons need repair to various degrees. Inltra on and Inow (I&I) into the structures allows water into the system that does not need to be treated. This increases electricity usage in conveying the sanitary sewer and increases treatment costs at the treatment facility. Spalling of the precast has created exposed aggregate and concrete that is likely to con nue to deteriorate due to inltra on of water and hydrogen sulde. 7 Each sta on was reviewed to determine compliance with manufacturer opera ng requirements and the 2014 edi on of the Great Lakes – Upper Mississippi River Board of State and Provincial Public Health and Environmental Manager “Recommended Standards for Wastewater Facili es” (10 State Standards). This analysis can be found in Figure 10 in the Maps and Figures Sec on. The Waldorf Pump Sta ons receives ow from the Wonderland Pump Sta on and the private Amabel Pump Sta on. The discharge rates of these sta ons combined with the average contribu ng gravity ow is greater than the discharge rate of one of the Waldorf Pumps. Modeling so ware was u lized to determine the stage-storage of the wet well. The results showed the wet well level could raise to a level higher than the incoming gravity main and cause a system surcharge under certain scenarios/condi ons. The surcharge has the poten al to cause blockages and to reach an eleva on that would backow into connected user. Raw sewage entering a user’s structure creates a health hazard. The pipe capacity for each pipe segment was determined at a depth of ow equal to 80% of the pipe diameter. This value is used as the maximum allowed capacity for each pipe segment. The reduced ow capacity is used as a minimal factor of safety to help ensure there is capacity for inltra on and inow that may occur, unknown future customers, and changes in customer use/contribu on. Four pipe segments were determined to be not adequately sized to handle the exis ng average and peak ows. These calcula ons can be found in Figure 9 and the loca on of these mains can be viewed on the map en tled “Floral Gravity Sewer Capacity” located within the Maps and Figures Sec on. New developments and redevelopment with increases in sewer contribu ons cannot be connected to the sanitary sewer system without increased risk of a sanitary sewage overow. Alterna vely, these developments would need to construct individual onsite wastewater treatment systems. This is not desirable due to costs to construct these systems, costs to maintain these systems, the limited lifespans of these systems, and the presence of environmentally sensi ve areas, such as surface water bodies, wetlands, and similar features within the area. V. Financial Status The Town of Ithaca charges customers a quarterly fee to convey and treat the sanitary sewage. The Town of Ithaca is a town-wide bene ed area, therefore all eligible real proper es are assessed and charged an annual benet fee for capital improvements and district indebtedness from past improvements. The Town of Ithaca chargers sewer consumers an opera on and maintenance fee for conveyance and treatment in addi on to the annual benet fee. The 2024 rate for treatment and maintenance of conveyance infrastructure was developed based on es mated treatment costs and historical potable water consump on values. The rate is $6.56 per 1000 gallons. It is an cipated that this project will not increase the treatment cost component of the rate as the system is not being expanded nor is it increasing its customer base. It is an cipated that the maintenance of conveyance infrastructure component of the fee will not increase. The only proposed components that will require addi onal maintenance when compared to the exis ng condi ons are the 8 permanent generators. It is an cipated that the cost to maintain the proposed generators will be less than $1,000 annually which equates to less than $0.002 per 1000 gallons. The Town as 42% owner of the Ithaca Area Wastewater Treatment Plant contributes to debt re-payment for the plant. The Town is obligated to pay debt that is approved by the Town and incurred at the plant. The 2024 benet fee is $98.56 per unit. If the project is bonded at a rate of 4.25% with a 30-year term the resul ng annual debt service would be approximately $76,250. If the benet fee is the sole source of funds for repayment of the bond, the fee would increase $7.50 per unit in year one (2025). The above increase in benet fee is specula ve as the rate and term of bonding will not be known un l a bond is sought. Analysis Alterna ve Analysis A – No Ac on I. Descrip on The No Ac on alterna ve would be to leave the system in its current condi on. This alterna ve would result in various system components having insucient capacity for the exis ng ows. An increase in contribu ng ow would exacerbate the issue. No expansion or growth could be supported by the system. This alternate is the most likely to result in a Sanitary Sewer Overow and poses a risk of nega vely impac ng public health. II. Cost Es mate This ac on would not result in immediate costs for the Town. However, this op on could result in increased costs for Town cons tuents that are performing construc on due to the costs associated with the design and construc on of an onsite wastewater treatment system. This alterna ve would not impact customer rate or sewer benet unit fee. III. Non-Monetary Factors Pursuing Alternate A could have a nega ve eect on the surrounding environment, community, and wetlands. Raw sewage could raise to a level higher than the incoming gravity main at Site 1 and cause a system surcharge under certain scenarios/condi ons. The surcharge has the poten al to cause blockages and to reach an eleva on that would backow into connected customers and the environment. This scenario could also occur in the four gravity segments that are undersized. It is likely that the reliability of the system will decrease as components will con nue to corrode and further deteriorate. This corrosion is also likely to lead to total system failure if it is not corrected. Emergency opera on reliability is not increased and associated hazards to Town employees are not decreased in this alterna ve. Alternate A does not allow for an increase in ow contribu ons to the sewer system. This forces businesses who come to the area to build and maintain an onsite sewer system. The increased ini al cost would discourage development in the area rather than create new opportuni es. 9 Alterna ve Analysis B – Decrease Site 2 Discharge Rate I. Descrip on Alterna ve Analysis B includes decreasing the discharge rate from Site 2, installing new control panels and components at both sites, installing an onsite natural gas emergency generator at both sites, enlarging approximately 73 L.F. of gravity sewer main, minor site improvements, and associated appurtenances. This alterna ve also includes concreate repair, leak stopping, coa ng of the wet wells, and replacement of various interior wet well pump components. A schema c layout of these improvements can be found in Figure 11 located in the Maps and Figures sec on. 10 State Standards recommend a minimum velocity of 2 /s be maintained within the forcemain. The minimum discharge rate to produce a 2 /sec velocity within a 6” force main is 170 gallons per minute (gpm). A velocity of 3.5 /s and greater will re- suspend solids that have se led within the forcemain. A discharge rate between 300 gpm and 350 gpm is sucient to achieve this velocity, see Figure 12. This alterna ve proposes the installa on of variable frequency drives (VFDs) at both sites and installa on of new submersible pumps at Site 2. The new pumps and VFDs at Site 2 will decrease the pumping rate from 635 gpm to approximately 331 gpm. Decreasing the pumping rate from Site 2 decreases the number of pipe segments with insucient capacity from 4 to 1. The decreased discharge rate also decreases the ow rate entering the Site 1 sta on to a rate less than the pump discharge. A surcharge will not occur if the pump discharge rate is greater than incoming ow. The pumps and VFDS at Site 2 will be selected so if the Site 1 pumping system is upgraded in the future, the discharge rate at Site 2 can be increased. U lizing a VFD to start a pump generally prolongs the life of the pump and creates a more sustainable system. VFD’s also allow for the varying of pump discharge rates during startup, opera on, and shutdown. These upgrades and the new control panels will increase the reliability of both sta ons and decrease the risks of poten al failure due to electrical components. The proposed concrete repair, leak stopping, and coa ng to each sta on will correct current deciencies and prolong the useful life of the exis ng vaults and wetwells at both sites. Addi onal property rights to install the proposed generator at Site 2 are required. Approximately 0.06 acres of addi onal area is proposed in addi on to the exis ng easement area. The property owner of 654 Elmira Rd, parcel 33.-3-6, has indicated they are in favor of a subdivision of land. The proposed parcel would encompass the exis ng easement, the proposed addi onal area, and be approximately 0.12 acres in size. The proposed generator at Site 1 would be located on land owned in fee by the NYS Department of Transporta on (DOT). It is an cipated that the DOT will approve the site improvements and issue a permit for the proposed work. The proposed project schedule can be found below in Table 2. This schedule may be altered due to permit review and approval melines. 10 Table 2: Alt. B Schedule II. Cost Es mate The proposed cost of this alterna ve is $1,278,685.00. Cost es mates are provided based on individual sites. Public interest order September 2024 Project Design/ Permit Submissions October 2024 – November 2024 Bid November 2024 Construc on Start January 2025 Project Comple on October 2025 11 Table 3: Alt. B Cost Es mates Site 1 INLET VALLEY PUMP STATION IMPROVEMENTS - SITE 1 BID ITEM No. BID ITEM DESCRIPTION UNIT EST. QUAN- TITY UNIT PRICE ITEM PRICES 1 12" PVC SEWER MAIN VIA OPEN TRENCH LF 73 $300.00 $21,900.00 2 GENERATOR EA 1 $120,000.00 $120,000.00 3 MANHOLE LINER SF 684 $17.10 $11,696.40 4 WETWELL EPOXY SF 684 $21.10 $14,432.40 5 PUMP STATION COMPONENTS EA 1 $312,000.00 $312,000.00 6 BYPASS PUMPING EA 1 $40,000.00 $40,000.00 7 MISCELLANEOUS SITE IMPROVEMENTS EA 1 $10,000.00 $10,000.00 TOTAL $530,028.80 ENGINEERING/LEGAL FEES/PROPERTY ACQUISITION 5% $26,501.44 CONTINGENCY 10% $53,002.88 BONDS, MOBILIZATION, MAINTENANCE AND PROTECTION OF TRAFFIC 10% $53,002.88 TOTAL COST $662,536.00 Table 4: Alt. B Cost Es mates Site 2 INLET VALLEY PUMP STATION IMPROVEMENTS - SITE 2 BID ITEM No. BID ITEM DESCRIPTION UNIT EST. QUAN- TITY UNIT PRICE ITEM PRICES 1 CRUSHED STONE TON 49 $100.00 $4,900.00 2 GENERATOR EA 1 $120,000.00 $120,000.00 3 MANHOLE LINER SF 352 $17.10 $6,019.20 4 BYPASS PUMPING EA 1 $40,000.00 $40,000.00 5 PUMP STATION COMPONETS EA 1 $312,000.00 $312,000.00 6 MISCELLANEOUS SITE IMPROVEMENTS EA 1 $10,000.00 $10,000.00 TOTAL $492,919.20 ENGINEERING/LEGAL FEES/PROPERTY AQCUISITION 5% $24,645.96 CONTINGENCY 10% $49,291.92 BONDS, MOBILIZATION, MAINTENANCE AND PROTECTION OF TRAFFIC 10% $49,291.92 TOTAL COST $616,149.00 12 Annual Opera on and Maintenance (O&M) will not signicantly increase due to most of the equipment requiring the same O&M as exis ng equipment. The nancial status sec on of this report contains addi onal informa on. III. Non-Monetary Factors The improved system would be able to support the connec on of exis ng structures that are currently u lizing on-site treatment systems. The system will also be able to support future development that aligns with the Town’s comprehensive plan and vision for the Inlet Valley. Future developments would include businesses and housing, which could poten ally result in more employment opportuni es in the area and ameni es. Installa on of onsite generators increases the resiliency of both sta ons to perform during a power outage or emergency event. Sta ons will be able to switch to backup power automa cally, which will allow them to operate in a normal state. The safety hazard to Town employees of plugging, unplugging, and moving the portable generator is removed. Alterna ve Analysis C – Increasing Site 1 Discharge Rate I. Descrip on Alternate Analysis C includes all improvements and repairs suggested in Alternate B, increasing the discharge rate from Site 1, enlarging 4 pipe segments approximately 480 L.F) of gravity sewer main upstream from Site 1, and enlarging over 2,000 L.F. of gravity sewer main downstream from Site 1. Approximately over 2,000 L.F. of gravity sewer main downstream of the pump discharge is currently undersized. Figure 13 located within the Maps and Figures sec ons outlines these calcula ons. Spot checking of the system was performed to verify these calcula ons. Surcharging above the pipes was observed within the manholes that were reviewed. The level did not rise to an eleva on that would surcharge. This alterna ve would increase the pump discharge rate at Site 1. An increased rate of discharge would exacerbate the surcharging men oned above. The increased pumping rate that would be needed to prevent surcharging in the wetwell was not determined due to the large cost to replace the gravity main downstream from the site that is currently undercapacity with the exis ng discharge rate. Addi onal segments of pipe downstream may need replacement based on the pumping rate needed if this alterna ve was further explored. 13 A tenta ve Alterna ve C schedule is below. Table 5: Alt. C Schedule II. Cost Es mate The total cost of this alterna ve is $2,316,974.00. This project would include all costs associated with Alternate B plus the cost of replacing 480 L.F upstream from Site 1 and approximately 2,000 L.F. of downstream from Site 1. Please see Table 6 and Table 7 below for the site-specic cost es mates. The undercapacity main located downstream from Site 1 is jointly owned between the City of Ithaca and the Town of Ithaca. The pipes are also known as Joint Interceptors. The cost of replacement would be split between the town and city based on ownership percentage. The town’s contribu on would be $1,826,374.00. Please see Table 8 below for the cost es mate for this por on of work. This project cost could be greater if the number of pipe segments needs to be increased due to the pumping rate. Public interest order September 2024 Project Design/ Permit Submissions October 2024 – January 2025 Bid February 2025 – March 2025 Construc on Start March 2025 Project Comple on December 2025 14 Table 6: Alt. C Cost Es mate Site 1 INLET VALLEY PUMP STATION IMPROVEMENTS - SITE 1 BID ITEM No. BID ITEM DESCRIPTION UNIT EST. QUAN- TITY UNIT PRICE ITEM PRICES 1 12" PVC SEWER MAIN VIA OPEN TRENCH LF 480 $300.00 $144,000.00 2 GENERATOR EA 1 $120,000.00 $120,000.00 3 MANHOLE LINER SF 684 $17.10 $11,696.40 4 WETWELL RESTORATION SF 684 $21.10 $14,432.40 5 PUMP STATION COMPONETS EA 1 $312,000.00 $312,000.00 6 BYPASS PUMPING EA 1 $40,000.00 $40,000.00 7 MISCELLANEOUS (Site Improvements) EA 1 $10,000.00 $10,000.00 TOTAL= $652,128.80 ENGINEERING/LEGAL FEES/ PROPERTY AQCUISITION 5% $32,606.44 CONTINGENCY 10% $65,212.88 BONDS, MOBILIZATION, MAINTENANCE AND PROTECTION OF TRAFFIC 10% $65,212.88 TOTAL COST $815,161.00 15 Table 7: Alt. C Cost Es mate Site 2 INLET VALLEY PUMP STATION IMPROVEMENTS - SITE 2 BID ITEM No. BID ITEM DESCRIPTION UNIT EST. QUAN- TITY UNIT PRICE ITEM PRICES 1 CRUSHED STONE TON 49 $100.00 $4,900.00 2 GENERATOR EA 1 $120,000.00 $120,000.00 3 BYPASS PUMPING EA 1 $40,000.00 $40,000.00 4 MANHOLE LINER SF 352 $17.10 $6,019.20 5 PUMP STATION COMPONETS EA 1 $312,000.00 $312,000.00 6 MISCELLANEOUS (Site Improvements) EA 1 $10,000.00 $10,000.00 TOTAL= $492,919.20 ENGINEERING/LEGAL FEES/ PROPERTY AQCUISITION 5% $32,606.44 CONTINGENCY 10% $65,212.88 BONDS, MOBILIZATION, MAINTENANCE AND PROTECTION OF TRAFFIC 10% $65,212.88 TOTAL COST $655,951.00 Table 8: Alt. C Cost Es mate Joint Interceptors INLET VALLEY PUMP STATION IMPROVEMENTS – JOINT INTERCEPTORS BID ITEM No. BID ITEM DESCRIPTION UNIT EST. QUAN- TITY UNIT PRICE ITEM PRICES 1 12" PVC SEWER MAIN VIA OPEN TRENCH LF 1374 $300.00 $412,200.00 2 15" PVC SEWER MAIN VIA OPEN TRENCH LF 873 $310.00 $270,630.00 TOTAL= $682,830.00 ENGINEERING/LEGAL FEES/ PROPERTY AQCUISITION 5% $32,606.44 CONTINGENCY 10% $65,212.88 BONDS, MOBILIZATION, MAINTENANCE AND PROTECTION OF TRAFFIC 10% $65,212.88 TOTAL COST $845,862.00 TOTAL COST FOR TOWN AT 42% OWNERSHIP $355,262.00 16 Annual Opera on and Maintenance (O&M) will not signicantly increase due to most of the equipment requiring the same O&M as exis ng equipment. The nancial status sec on of this report contains addi onal informa on. III. Non-Monetary Factors This alterna ve would have the same benets as Alternate B. This alterna ve would require work to be completed within and adjacent to Floral Avenue/NYS Rt.13A. This would require a lane closure which would impact the traveling public. Summary and Comparison of Alterna ve The alterna ve analyses presented above were compared based on factors discussed within analysis. This comparison can be found below in Table 9. Table 9: Summary Comparison of Alterna ves Alternate A Alternate B Alternate C Project Cost to Town $0.00 $1,278,685.00 $1,826,374.00 or greater O&M No Change Slight increase in cost. Same as Alt. B Wetwell System Components No Change. Mechanical and electrical components are at the end of expected service life. Replacement of mechanical and electrical components. Rehabilita on of structural components. Same as Alt B. Exis ng System Capacity 480 LF of main undercapacity. Site 1 wetwell/pump is undersized. Addi onal loading should not be placed on the system. Decrease site 2 discharge rate, replacing 73 LF of gravity sewer main. System can handle addi onal load from developed lots that are currently on OWTS. Increase Site 1 discharge rate, replace 2,480 LF of gravity sewer main. System can handle addi onal load from developed lots that are currently on OWTS. Future System Capacity Insucient capacity for addi onal loading. Sucient Capacity for future development. Sucient capacity for future development. 17 Non- monetary Factors Poten al for system surcharge and associated impacts to customers and the environment. No impact on the surrounding environment or area due to construc on. Risk to Town sta associated with generators remains. Disturb NYS designated wetland. Increase ability for growth and new construc on. Risk associated with generators is removed. System resiliency is increased. Same as Alternate B. Disturbance to the traveling public. Larger disturbance to land. Longer construc on dura on. Recommended Alterna ves I. Basis of Selec on The selected alterna ve will increase system resiliency, increase system capacity for exis ng and future development, reduce the risk of environmental contamina on, and be cost eec ve. Alterna ve B is the recommended alterna ve to proceed with. This alterna ve is the most cost-eec ve approach to increase capacity within the system for exis ng and future ow. Alterna ve A does not increase system resiliency nor does increase system capacity. Without addi onal capacity, the system cannot handle addi onal loading from exis ng and future development. In its current state, the system has a high risk of surcharging to occur which could lead to blockages and SSOs. Alterna ve C is the most expensive and would be the greatest disturbance to land and the public. This alterna ve would take longer to construct than Alterna ve B. II. Cost and Schedule Alterna ve B cost for both sites is es mated to be $1,278,685.00 and is projected to be completed by October 2025. Table 3 and 4, which can be found above, provide a detailed cost es mate per site loca on. Table 2, also found above, provides a tenta ve schedule for this alterna ve. 18 III. Next Steps This report will be led in the oce of the Town of Ithaca town clerk. This project is an Unlisted Ac on in accordance with the New Yorks State Environmental Quality Review (SEQR) requirements. It is an cipated that the Town of Ithaca Town Board will be the Lead Agency. A short environmental assessment form EAF) part 1 will be prepared for review by the lead agency. The lead agency will then complete an environmental assessment. It is an cipated that a nega ve declara on will be made by the lead agency. The Town of Ithaca is a town-wide bene ed sewer district, therefore this project will need to follow NYS Town Law Ar cle 12-C requirements prior to progressing further into the project design phase. This will require the town board to adopt an order se ng a public, adver se the date and me of the public hearing, and hold the public hearing. If the board determines that it is in the public interest to make the proposed sewer improvements a resolu on will be approved and posted sta ng this. This resolu on and approval will then be subject to a permissive referendum. Funds cannot be spent un l a er the referendum. The above is a generaliza on of requirements. Please consult the law for further informa on and specic requirements. The project will then go into the design phase once funds are available for expenditure. A licensed surveyor and electrical engineer will be contracted to aid with design and prepara on of materials. Construc on plans and specica ons will be created and sealed by a professional engineer authorized to prac ce in NY. Any permits that are required will be sought. The Town Board will then examine such denite plans, specica ons, es mates and the proposed contract or contracts, and may make such modica ons and changes in the plans, specica ons, es mates and contract or contracts as to the board shall seem expedient, and thereupon the board may adopt or reject the same. If adopted, the plans would then be let for public bidding. 19 Maps and Figures MEETING OF THE ITHACA TOWN BOARD October 7, 2024 TB Resolution 2024-100: SEQR –2024 Inlet Valley Sewer Improvement Project Whereas, the Town of Ithaca Town Board has determined that the establishment and authorization of the Town of Ithaca 2024 Inlet Valley Sewer Improvement and Town of Ithaca 2024 Sewer Improvement Area, as described in the Town Board’s Order Setting a Public Hearing dated September 23, 2024, together with the related actions and approvals required by other boards and agencies (the “Project”), is an Unlisted action for which the Town of Ithaca Town Board is acting in an uncoordinated environmental review with respect to the Project, and Whereas, the Town of Ithaca Town Board, at its meeting held on October 7, 2024, has reviewed and accepted as adequate a Short Environmental Assessment Form (SEAF) Part 1, prepared by the Town Engineer, and Parts 2 and 3, prepared by the Town Planning and Town Engineering Departments, now, therefore be it Resolved, that the Town of Ithaca Town Board hereby makes a negative determination of environmental significance in accordance with Article 8 of the Environmental Conservation Law, 6 NYCRR Part 617 New York State Environmental Quality Review, and Chapter 148 Environmental Quality Review of the Town of Ithaca Code for the above-referenced Project as proposed, based on the information in the SEAF Part 1, and for the reasons set forth in Parts 2 and 3 and, therefore, a Draft Environmental Impact Statement will not be required. Moved: Rich DePaolo Seconded: Rod Howe Vote: ayes- Howe, DePaolo, Bleiwas, Johnson, Levine & Gutenberger 1- MEETING OF THE ITHACA TOWN BOARD October 7, 2024 TB Resolution 2024 - 101: Public Interest Order -Sewer Improvement for the Town of Ithaca, Tompkins County, New York, pursuant to Article 12-C of the Town Law, to be known as the Town of Ithaca 2024 Inlet Valley Sewer Improvement and establishing the Town of Ithaca 2024 Inlet Valley Sewer Improvement Area At a regular meeting of the Town Board of the Town of Ithaca, Tompkins County, New York, held at the Town Hall, 215 North Tioga Street, in Ithaca, New York in said Town, on October 7, 2024, at 5:30 o’clock p.m., Prevailing Time. Present: Rod Howe, Supervisor; Members: Rich DePaolo, Pamela Bleiwas, Margaret Johnson, Eric Levine and Susie Gutenberger Moved: Margaret Johnson Seconded: Pamela Bleiwas Whereas, a map, plan and report, including an estimate of cost, have been duly prepared in such manner and in such detail as has heretofore been determined by the Town Board of the Town of Ithaca, Tompkins County, New York, relating to the establishment and construction, pursuant to Article 12-C of the Town Law, of sewer system improvements to be known and identified as the Town of Ithaca 2024 Inlet Valley Sewer Improvement (the “Improvement”), to provide such Improvement to the present Town sewer system to serve a benefitted area in said Town to be known as Town of Ithaca 2024 Inlet Valley Sewer Improvement Area (the “Sewer Improvement Area”); and Whereas, the Improvement proposed in connection with the establishment of the Sewer Improvement Area consists of repairing concrete, replacing electronic and control elements, replacing pump system components, installing permanent natural gas generators, making minor site improvements, increasing the size of approximately 73 linear feet of an existing gravity sewer main, and acquisition of approximately 0.12 acres of land, as well as other ancillary and incidental improvements and expenses in connection therewith, at a maximum estimated cost of 1,278,685.00; and Whereas, said map, plan and report, including estimate of cost, were prepared by a competent engineer, duly licensed by the State of New York, and were filed in the office of the Town Clerk of said Town prior to the Town Board’s September 23, 2024 meeting, where the same were available during regular office hours for examination by any person or persons interested in the subject matter thereof; and Whereas, the area of said Town determined to be benefited by said Improvement consists of the entire area of said Town excepting therefrom the area contained within the Village of Cayuga Heights, and the Sewer Improvement Area boundaries shall consist of the entire area of said Town outside of the Village of Cayuga Heights as more fully shown upon a map on file in the 2- office of the Town Clerk, which map is available for inspection by any person or persons interested in same during regular office hours at said office; and Whereas, it is proposed that the cost of the Improvement shall be borne by the real property in said Sewer Improvement Area by assessing, levying upon and collecting from the several lots and parcels of land within such Sewer Improvement Area, outside of any villages, which the Town Board shall determine and specify to be especially benefitted by the Improvement, an amount sufficient to pay the cost or the principal and interest on serial bonds and bond anticipation notes issued in anticipation of the issuance of serial bonds, as the same become due and payable; and Whereas, said maximum estimated cost shall be authorized to be financed by the expenditure of current revenues and surplus funds from sewer rents and charges from said Sewer Improvement Area or by the issuance by the Town of Ithaca of its serial bonds with a maximum maturity not in excess of the forty year period prescribed by the Local Finance Law; and Whereas, on September 23, 2024, the Town Board of the Town of Ithaca duly adopted an Order reciting the proposed Improvement, a description of the boundaries of the proposed benefited area, the maximum amount proposed to be expended for the Improvement, the proposed method of apportioning the costs of such Improvement, the proposed method of financing to be employed, the fact that a map, plan and report describing the same are on file in the Town Clerk's office for public inspection, and calling a public hearing upon said map, plan and report and the question of providing the Improvement to serve the area to be known as the Town of Ithaca 2024 Inlet Valley Sewer Improvement Area, such public hearing to be held on October 7, 2024, at 5:30 o’clock P.M., Prevailing Time, at the Town Hall, 215 North Tioga Street, Ithaca, New York, in said Town, at which time and place all persons interested in the subject thereof could be heard concerning the same; and Whereas, notice of said public hearing was duly posted and published as required by law; and Whereas, said public hearing was duly held at the place and at the time aforesaid and all persons interested in the subject thereof, who appeared at such time and place, were heard concerning the same; and Whereas, pursuant to the New York State Environmental Quality Review Act (“SEQRA”) and its implementing regulations at 6 NYCRR Part 617, it has been determined by the Town Board that approval, construction and implementation of the Town of Ithaca 2024 Inlet Valley Sewer Improvement and establishment of the Town of Ithaca 2024 Inlet Valley Sewer Improvement Area, together with the related actions and approvals required by other boards and agencies (the Project”), is an Unlisted action for which the Town of Ithaca Town Board, acting in an uncoordinated environmental review with respect to the Project, has on October 7, 2024, made a negative determination of environmental significance, after having reviewed and accepted as adequate the Short Environmental Assessment Form Part 1, prepared by the Town Engineer, and Parts 2 and 3, prepared by the Town Planning and Town Engineering Departments; and 3- Whereas, based on the evidence offered, it is now desired to authorize the Improvement to serve the area to be known as the Town of Ithaca 2024 Inlet Valley Sewer Improvement Area, therefore, be it Resolved, by the Town Board of the Town of Ithaca, Tompkins County, New York, as follows: Section 1. It is hereby determined that it is in the public interest to establish said Town of Ithaca 2024 Inlet Valley Sewer Improvement Area and to authorize, establish and make the Improvement hereinafter described, and such Town of Ithaca 2024 Inlet Valley Sewer Improvement Area is hereby established and the Improvement is authorized at a maximum estimated cost to said Sewer Improvement Area of $1,278,685.00. Said Sewer Improvement Area boundaries shall consist of the entire area of said Town outside of the Village of Cayuga Heights as more fully shown and described in the aforesaid map, plan and report presently on file in the office of the Town Clerk. The area hereby determined to be benefitted by said Improvement is the entire area of the Town outside the Village of Cayuga Heights. All of the property within said Sewer Improvement Area is benefited by the proposed Improvement, and all of the property benefited is included within said Sewer Improvement Area. Section 2. The proposed Improvement shall consist of repairing concrete, replacing electronic and control elements, replacing pump system components, installing permanent natural gas generators, making minor site improvements, increasing the size of approximately 73 linear feet of an existing gravity sewer main, and acquisition of approximately 0.12 acres of land, as well as other ancillary and incidental improvements and expenses in connection therewith, at a maximum cost to said Sewer Improvement Area of $1,278,685.00. The proposed method of apportioning the costs of the Improvement should not be changed. The method of financing of said cost shall be by the expenditure of current revenues and surplus funds from sewer rents and charges from said Sewer Improvement Area or by the issuance by the Town of Ithaca of its serial bonds with a maximum maturity not in excess of the forty year period prescribed by the Local Finance Law. Section 3. It is hereby determined that the estimated expense of the Improvement does not exceed one-tenth of one per cent of the full valuation of the taxable real property in the area of said Town outside of any villages and, therefore, in accordance with the provisions of subdivision 13 of Section 209-q of the Town Law, the permission of the State Comptroller shall not be required for such Improvement. Section 4. Pursuant to subdivision 6(d) of Section 209-q of the Town Law, the Town Clerk is hereby directed and ordered to cause a certified copy of this resolution to be duly recorded in the office of the Clerk of the County of Tompkins, New York, within ten days of the date this resolution becomes effective pursuant to Town Law Section 91, which when so recorded, shall be presumptive evidence of the regularity of the proceedings and action taken by the Town Board in relation to the Improvement. Section 5. It is hereby further determined that all of the cost of the Improvement allocable to the Town shall be borne by property within said Sewer Improvement Area constituting all of the 4- area of said Town outside of any villages, and therefore this resolution shall be subject to permissive referendum. Section 6. This resolution is adopted subject to permissive referendum in the manner provided in Town Law Article 7 and Town Law Section 209-q. The question of the adoption of the foregoing resolution was duly put to a vote on roll call, which resulted as follows: ROLL CALL: Rod Howe, aye; Rich DePaolo, aye; Pamela Bleiwas, aye; Margaret Johnson, aye; Eric Levine, aye; and Susie Gutenberger, aye C z cJ 0 r)m C 0 U,C U,0 1 C C 1 0 r)C -< rn N)0z m z 1 0 z 0 -1 r) C N)z m m m m 0 m mz C, e W4%• h 0 I! C ZI Z 0 b I- i L) o PB 2025-06-17 (Filed 6/17) Pg. 1 TOWN OF ITHACA PLANNING BOARD June 17, 2025 DRAFT MINUTES The full video recording of this meeting is available on YouTube @TownofIthacaVideo Written comments submitted at the meeting or after posting of the official mailout packet and 24 hours after the meeting can be found in the updated packet online and will be filed permanently with the project folder along with any other comments received after the post meeting deadline.) Present: Caitlin Cameron, Chair; Bill Arms, Kelda McGurk, Sara Reynolds, and Vince Ferrara Absent: Liz Bageant CJ Randall, Director of Planning, Christine Balestra, Senior Planner; Susan Brock, Attorney for the Town; Paulette Rosa, Town Clerk Ms. Cameron opened the meeting at 6:30p.m. Item 1 Consideration of Preliminary and Final Subdivision Approval for the proposed two-lot subdivision located on vacant agricultural land on Seven Mile Drive, immediately south of Peachtree Lane. The project includes splitting the existing 21.6+/- acre parcel into two lots, with one 8.33+/- acre lot located immediately adjacent to Peachtree Lane that will serve as the new location for Saponi Park parkland that was required with the 1994 approval of the Saponi Meadows Subdivision that created Amber Lane, Apple Blossom Lane, and Peachtree Lane). There is no development proposed. The project is an Unlisted Action under the State Environmental Quality Review Act and is subject to environmental review. Eddy Hill, Inc., Owner; Town of Ithaca, Applicant/Agent. Overview Mr. Smith gave an overview of the project. The full build out of the Saponi Meadows Subdivision development didn’t happen and the goal is to swap land to move the designated parkland closer to the neighborhood it was intended to serve. The new designated parkland would remain town- owned and used for parkland purposes only. In response to questions from the Board, Mr. Smith added that all the land there is currently farmed by the Eddy family, and they intend to continue, with no development or consolidation of the parcels planned. There is a stream that is regulated by the Town Stream Setback Law on the current park parcel and the proposed park parcel, but there is plenty of room to develop a park on the new parcel. A sketch of a bridge or pathway joining the park and the neighborhood was indicated at the time of the original subdivision and development and that would be considered during any park build out plans. SEQR Determination A minor change was noted on the SEQR form. PB 2025-06-17 (Filed 6/17) Pg. 2 PB Resolution2025-022: SEQR - Preliminary & Final Subdivision Approval Saponi Park 2-Lot Subdivision Seven Mile Drive Tax Parcel 33.-3-8.34 Whereas: 1. This is consideration of Preliminary and Final Subdivision Approval for the proposed two-lot subdivision located on vacant agricultural land on Seven Mile Drive, immediately south of Peachtree Lane. The project includes splitting the existing 21.6+/- acre parcel into two lots, with one 8.33+/- acre lot located immediately adjacent to Peachtree Lane that will serve as the new location for Saponi Park (parkland that was required with the 1994 approval of the Saponi Meadows Subdivision that created Amber Lane, Apple Blossom Lane, and Peachtree Lane). There is no development proposed. Eddy Hill, Inc., Owner; Town of Ithaca, Applicant/Agent, 2. This is an Unlisted Action for which the Town of Ithaca Planning Board is acting in an uncoordinated environmental review with respect to the project, 3. The Planning Board on June 17, 2025, has reviewed and accepted as adequate a memo explaining the proposal, a subdivision plat titled “Subdivision Map, Showing Lands of Eddy Hill, Inc., Located on Seven Mile Drive, Town of Ithaca, Tompkins County, New York,” prepared by T. G. Miller, P. C., dated 3/11/2025, revised 6/5/2025, and other application materials; and 4. Town planning staff has recommended a negative determination of environmental significance with respect to the proposed project; now, therefore be it Resolved: That the Town of Ithaca Planning Board hereby makes a negative determination of environmental significance in accordance with Article 8 of the Environmental Conservation Law and 6 NYCRR Part 617 New York State Environmental Quality Review for the above referenced action as proposed, based on the information in the EAF Part 1 and for the reasons set forth in the EAF Parts 2 and 3, and, therefore, an Environmental Impact Statement will not be required. Moved: Bill Arms Seconded: Kelda McGurk Vote: ayes – Cameron, Ferrara, Arms, Reynolds, and McGurk Public Hearing Ms. Cameron opened the public hearing. Holly Stevenson, Seven Mile Dr. asked if there are any other plans for the former parkland parcel and what could happen on it. PB 2025-06-17 (Filed 6/17) Pg. 3 Ms. Randall shared the Town Zoning map and explained the existing zoning for the parcels and the additional Inlet Valley Overlay and Large-Scale Solar Overlay Districts that also would affect the parcels in the future. She reiterated that the Eddy family desires to continue to farm the land, that there was no development proposed, and that no residential or solar development could occur on the designated parkland parcel. Mr. Smith added that this subdivision action was needed so that the town could start looking at planning for the new park and begin to seek grant funding sources. Ms. Cameron closed the public hearing. Final Subdivision Determination No further questions or comments. PB Resolution 2025-023: Preliminary & Final Subdivision Approval Saponi Park 2-Lot Subdivision Seven Mile Drive Tax Parcel 33.-3-8.34 Whereas: 1. This is consideration of Preliminary and Final Subdivision Approval for the proposed two- lot subdivision located on vacant agricultural land on Seven Mile Drive, immediately south of Peachtree Lane. The project includes splitting the existing 21.6+/- acre parcel into two lots, with one 8.33+/- acre lot located immediately adjacent to Peachtree Lane that will serve as the new location for Saponi Park (parkland that was required with the 1994 approval of the Saponi Meadows Subdivision that created Amber Lane, Apple Blossom Lane, and Peachtree Lane). There is no development proposed. Eddy Hill, Inc., Owner; Town of Ithaca, Applicant/Agent., 2. This is an Unlisted Action for which the Town of Ithaca Planning Board, acting in an uncoordinated environmental review with respect to the project, has on June 17, 2025, made a negative determination of environmental significance, after having reviewed and accepted as adequate a Short Environmental Assessment Form Part 1, submitted by the applicant, and Parts 2 and 3 prepared by the Town Planning staff, 3. The Planning Board, on June 17, 2025, has reviewed and accepted as adequate a memo explaining the proposal, a subdivision plat titled “Subdivision Map, Showing Lands of Eddy Hill, Inc., Located on Seven Mile Drive, Town of Ithaca, Tompkins County, New York,” prepared by T. G. Miller, P. C., dated 3/11/2025, revised 6/5/2025, and other application materials, and 4. Per the Inter-governmental Agreement between the Town of Ithaca and the Tompkins County Planning and Sustainability Department, dated August 3, 2004, residential subdivisions of fewer than 5 lots, all of which comply with local zoning standards and Tompkins County Sanitary Code requirements, and do not involve new local roads or PB 2025-06-17 (Filed 6/17) Pg. 4 streets directly accessing a State or county road, are of local, rather than inter-community or county-wide concern, and are therefore not subject to referral to the Tompkins County Planning and Sustainability Department under New York State General Municipal Law, Article 12-B, §§239-l, -m, and -n; now, therefore be it Resolved: 1. That the Planning Board hereby waives certain requirements for Preliminary and Final Subdivision Approval, as shown on the Preliminary and Final Subdivision Checklists, having determined from the materials presented that such waiver would result in a significant alteration of neither the purpose of subdivision control nor the policies enunciated or implied by the Town Board, and 2. That the Planning Board hereby grants Preliminary & Final Subdivision Approval for the proposed Saponi Park 2-Lot Subdivision, as shown on the plans noted in Whereas #3 above, subject to the following conditions: a. Submission for signing by the Chairperson of the Planning Board of an original and three dark lined prints of the final subdivision plat, prior to filing with the Tompkins County Clerk Office; and submission of a copy of the receipt of filing to the Planning Department, and b. Completion of the NYS parkland alienation process by the Governor’s signature of the parkland alienation bill adopted by the NYS Assembly and Senate. Moved: Bill Arms Seconded: Vinnie Ferrara Vote: ayes – Cameron, Ferrara, Arms, Reynolds, and McGurk Item 2 Approval of minutes Motion to approve May 6th and June 3rd draft minutes as final; Sara Reynolds, seconded by Vinnie Ferrara, unanimous. Item 3 Other Motion to cancel the July 1, 2025, meeting made by Vinnie Ferrara, seconded by Kelda McGurk, unanimous. The meeting was adjourned upon motion by Ms. Cameron, seconded by Mr. Arms, unanimous. Submitted by Paulette Rosa, Town Clerk From: Regi Teasley Town Of Ithaca Planning; Conservation Board; plannningboard@cityofithaca.org; Kayla Matos; pbrown; Robert Cantelmo; Rebecca Evans; Regi Teasley Michael Mann on BBC World News America Discussing Closing Window for Limiting Climate change 6/22/2025 3:55:04 PM To: Cc: Subject: Sent: WARNING** This email comes from an outside source. Please verify the from address, any URL links, and/or attachments. Any questions please contact the IT department Good People, Here is a recent BBC interview with climate scientist Michael Mann. It emphasizes the urgent need to mitigate climate change by rapidly and dramatically cutting fossil fuel emissions. It also mentions our simultaneous need to adapt to the changes we already face. Whatever else we see in the news, this is the defining issue of our day and we mustbeequaltoit. https://youtu.be/S7DUwHqHcy? ure=shared Sincerely, Regi Teasly Ithaca Protect what is left, recover what is lost of the fair earth. William Morris, “Art and the Beauty of the Earth.” 1881 From: To: Subject: Sent: View this email in your browser. Hello Wonderful Friends! In just over 24 hours we begin our 5-week international discussion course...which starts on Wednesday September 3rd.From what I can see from those who have submitted case studies, we have people coming from all across North America, as well as New Zealand, Kenya,Switzerland, the Netherlands, Costa Rica, South Africa, the UK, Ireland, and many other places! Our discussions will be grounded in real case studies drawn from the places and projects that our participants are working within. We would love to have your voice and experience there. The course is called The Soil Sponge and Living Climate Workshop: Growing Resilience to Floods, Fire, Heatwaves and Drought All sessions will be recorded and you will have access to the recordings, as well as the resource lists and transcripts of our conversations. We meet on ZOOM for ve Wednesdays: September 3rd to October 8th 2025 no class on October 1st). 12-2 30 EDT (UTC-4)Check here to see in your time zone. WARNING** This email comes from an outside source. Please verify the from address, any URL links, and/or attachments. Any questions please contact the IT department Good People, Regi Teasley Town Of Ithaca Planning; Conserva on Board; Wetlands mi gate ooding. Useful workshop and resource. 9/2/2025 12:10:16 PM This is a timely and useful resource. Please check it out. It’s the least costly way to mitigate flooding and it has many other benefits. If you can’t make this workshop, there will be others in the future. Regi Teasley Protect what is left, recover what is lost of the fair earth. William Morris, “Art and the Beauty of the Earth.” 1881 Begin forwarded message: From: Didi Pershouse <didi@landandleadership.org> Date: September 2, 2025 at 11:13:09 AM EDT To: rltcayuga@gmail.com Subject: Last chance... Reply-To: Didi Pershouse <didi@landandleadership.org> We will explore the potential for deep systems change in agriculture and urban land management - through growing diverse vegetation and a deep soil sponge - and the enormous opportunity we have to create cool oases, abundant habitat, and resilient communities. We will spend a full class on measurement and monitoring using low- or no-cost methods and tools so that you can track actual change over time in your projects rather than relying on models and assumptions. We will also examine the move toward the nancialization of nature and how that is playing out for communities around the world. What does this mean for your farm or community? What other options are there (or can we design) for nancing change? We will look at how systems change actually happens, through real life examples including mentorship networks of grazers,and our project in Andhra Pradesh,India where over a million farmers are teaching each other to grow abundant, healthy food (without pesticides or fertilizers) using local seeds, locally made natural biostimulants, extremely diverse cropping, agroecological management of insects, and "pre-monsoon dry seeding" techniques that allow them to grow a full crop before the rainy season. This cools local temperatures, creates food, water, and habitat for biodiverse life,and regenerates soil by dramatically increasing the amount of green growth and diversity. You’ll learn some of the systems-thinking behind these practices; how plants, fungi, microbes, animals,and soil life work together to create our weather and climate through the shapeshifting molecules of the carbon and water cycles moving through living systems in soils and skies; and how you can create conditions for this to happen in your region and beyond. Many people have taken the course more than once because it's different every time, as we source our case studies and examples from the group. Here are a few comments by recent participants in the Soil Sponge and Living Climate Workshop: Brilliant. I was absolutely blown away by some of the facts I learned about cloud formation and water cycles. I found it exciting and even though I am too shy to participate live (and watched the recordings) I truly felt part of the group movement and really loved some of the stories shared." –Melita Coggins This was 12.5 hours of rich content: it was granular in content, while covering the gestalt of what healthy landscapes of various types look like and require to thrive. It is experiential, uses a variety of teaching methods, and is illuminating. Participants are from around the world. Each brings relevant experience to the workshop, some shared in the whole group, some in breakout rooms. Didi is a paramount expert, mentor and facilitator of equal participation and teaching by those attending. She exudes patience, calmness, humor, and erceness."–Phil Bush, Board Member Sustainable Lebanon (NH, USA). Didi is a great facilitator. I loved the practical aspects, as well as the conversations and the storytelling. Also, nding community. I felt more con dent in sharing–with the use of drawings–what it is that I am studying; making the knowledge more accessible. [The course] gets to the base of what life is, giving an understanding of why our planet needs support from individuals like us, in a way that matches with our integrity. Hearing farmers who are participating in this change is life changing." –Aude Mulliez, Activist SAVE YOUR SPOT FOR THE 5-WEEK COURSE This workshop would be a fantastic preparatory class for policy makers and global in uencers. It should be required for anyone voting on soil or agricultural issues."--Recent Participant An amazing group of people from all backgrounds gathering to share, learn and discuss soil issues."--Bailey Scott, Farmer, Minnesota USA I found like-minded people who want to regenerate soil, and I liked hearing their experience and ideas about modern-day problems in agriculture. I want this workshop to continue!" —Recent Participant, India. I really hope you will join us. Warmly, Didi Ompompanoosuc River, Vermont by Didi Pershouse If you have taken courses with me already, or want to dive deep, you may want to consider joining the ongoing weekly meetings of our Land and Leadership Development Community. I hope to see many of you there. Didi JOIN US FOR THE COURSE Gmail Users: To make sure my newsletters don't end up in your Promotions folder (where you might never see them!), right-click (on the newsletter) when it shows up in Gmail and select Move to Tab > Primary. Copyright © 2025 Didi Pershouse, Author and Educator, All rights reserved. You are receiving this email because you subscribed at www.didipershouse.com or www.sustainablemedicine.com, you signed up at a conference or event, or because I added you after a personal conversation we had. Please send me an email if you have a question or request, or you can simply hit "unsubscribe." 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