HomeMy WebLinkAbout01-NSF-Danby-Consolidated-Submission-Package-121721 PA
PASSERC ASSOCIATES
engineering architecture
December 17, 2021
Town of Danby
Attn: Mr.West
1830 Danby Road
Danby,NY
Re: NSF Danby Response Package—12/17/21 Revised
Dear Mr. West:
On Behalf of our client,Norbut Solar Farms,LLC.Attached to this letter is the consolidated
application package (originally dated 12/08/21) for the Norbut Solar Danby Project,with your
noted corrections.
Below are any revisions made to the materials since their original submission dates:
SECTION 2: Long Environmental Assessment Form—Revised 12/06/21
Revisions to D.2.b,D.2.e.III &E.1.b are to match the new site design, avoiding all wetlands
described in the BME Wetlands Report, as well as Wetlands generally described by
Tompkins County Online Wetland Mapper.
(11/05/21)Revisions are to various sections of the form due to satisfy the comments from
the Tompkins County Soils and Water,Tompkins County Planning,TG Miller, P.C.
comments, as well as town board members from previous meetings.
SECTION 3: Solar Array Civil Design Plans—Revised 12/06/21
Revisions are for new solar array layout to avoid wetlands described in BME Wetlands
report. Array layout stays within setbacks ®ulated stream buffers set previously. The
design also incorporates a new P01location that is set away from Danby Road and away
from the ROE Family Barn.
(11/05/21)Revisions are across the plan set to satisfy the comments received from the
Tompkins County Soils and Water,Tompkins County Planning,TG Miller,P.C. comments,
as well as town board members from previous meetings.
SECTION 3a: Solar Array Additional Screening Plans—Revised 12/08/21
The screening plans have been revised to show the location of the most up to date proposed
access drive. The driveway is farther west from the closest residence at 54 Bald Hill,
maintaining a strip of existing vegetation compared to the original road location.
242 West Main Street,Suite 100 Rochester,NY 14614 T 585.325.1000 F 585.325.1691 www.passero.com
SECTION 4: Subdivision Plan—Revised 12/10/21
The subdivision plan was revised to show the new driveway location.The plan was also
updated to match the new solar array layout so all parcels have 5MW generative capacity or
less; meeting the NYSERDA NY-Sun community solar program requirements.
SECTION 5: Electrical Agregate Map— 12/06/21
The Agregate map was revised to match the new site layout described in sections 2 & 3 of
this submission iteration above.
SECTION 6:Tax Map—Revised 12/08/21
The Tax map in the submission package was not of the project location. The proper tax map
of Danby has been placed in the package.
(06/30/21) The Tax map of the site has been placed in this package to satisfy application
requirement"g" showing actual access to the project site.The parcel is directly connected to
Bald Hill Road.
SECTION 8: Stormwater Pollution Prevention Plan—Revised 12/06/21
Revisions are to match the described new solar array layout. The SWPPP makes notice of
existing and not to be disturbed ephemeral drainage patterns to prevent alteration to existing
drainage patterns. The SHPO Effect Finding Letter has been added to Appendix H of the
SWPPP.
(09/27/21) Revisions are to provide hydrological calculations and provide a diversion
structure to protect the creek to satisfy the comments received from the Tompkins County
Soils and Water,Tompkins County Planning,TG Miller, P.C. comments.
SECTION 9: Contractor Information&Proof of Liability Insurance—To be Submitted
Applicant will provide Name, address and contact information for the professional system
installation company prior to start of construction. A system installer has not yet been
selected for this project. NSF Danby Site 1,LLC;NSF Danby Site 2,LLC;NSF Danby Site
3,LLC of the Solar Energy facility shall provide the Town Clerk with liability insurance
coverage prior to the start of construction and operation. Industry standards are that
insurance certificates are generated and provided, to the authority having jurisdiction,prior
to, but within reasonable proximity to the start of onsite construction or system operations.
Insurances are specific to each project and location and are not typically carried in formal
policy until just prior to the start of operations.
APPENDIX D: Noise Study—Revised 12/17/21
Revisions are to reflect the new solar array layout that avoids wetlands.
APPENDIX E: Visualizations—Revised 12/07/21
Revisions include removing the visualizations for the POI location next to the ROE barn,
these visuals are replaced with new ones showing the new proposed driveway&POI
location. The visualizations also include showing the POI behind the Town Hall.
(11/02/21)Revisions are to show the height of the panels from 16.5' to 18' to make sure all
panels are still un-visible from all areas previously discussed.
Page 2 of 3
APPENDIX H:Wetland Delineation Report— 12/06/21
A Northern Harrier Evaluation Letter by Environmental Resources,LLC is provided in this
submission, the letter describes that the site does not currently provide a habitat used by the
Northern Harrier.
(09/02/21)At the request of the Town, a second wetland delineation map and report is
being created by a third party team and will be submitted when completed. The original
wetland delineation report by Gene Pellet with Environmental Resources,LLC is included.
The additional report will be added to the submission package shortly.
Ultimately, the US Army Corps of Engineers is the authority or governing body on the boundaries
of the wetlands. The USACE has responded to the request for a site visit. The USACE will provide
a Jurisdictional Determination Letter OD Letter) providing the final say on wetland boundaries for
the project area. We have received the following communication from June Lathrop,Administrative
Support, at the US Army Corps of Engineers—Your jurisdictional determination request has been
received by the Buffalo District Regulatory Branch and assigned Department of the Army File No.
LRB-2021-01396 (Norbut Solar Farms, Environmental Resources,LLC—Danby). You will be
notified by email when a project manager has been assigned.
Sincerely,
Y4�C�Ox'PE MBA
Associate I Civil Department Manager
Page 3 of 3
TABLE OF CONTENTS
SECTION 1: Application Letter from Nixon Peabody — 6/30/21
SECTION 1a: Development Review Application — 6/30/21
SECTION 1b: Agricultural Data Statement — 6/30/21
SECTION 2: Long Environmental Assessment Form Part 1
(Revised) — 12/06/21
SECTION 3: Solar Array Civil Design Plans (Revised) — 12/06/21
SECTION 3a: Solar Array Additional Screening Plans (Revised) — 12/08/21
SECTION 4: Subdivision Plan (Revised) — 12/10/21
SECTION 5: Electrical Aggregate Plans (Revised) — 12/06/21
SECTION 5a: Solar Panel & Inverter Specifications — 06/30/21
SECTION 5b: Photovoltaic Simulation Report — 06/30/21
SECTION 6: Tax Map of Parcel Showing Direct Access to Site — 12/08/21
SECTION 7: Operation, Maintenance & Emergency Response Plan
— 06/30/21
SECTION 8: Stormwater Pollution Prevention Plan (Revised) — 12/06/21
*SHPO Effect Finding Letter included in Appendix H
of the SWPPP report.
SECTION 9: Contractor & Proof of Liability Insurance
(To be submitted at a later date)
SECTION 10: Decommissioning Plan — 06/30/21
APPENDICIES
APPENDIX A: Sample of Proposed Fence — 06/30/21
APPENDIX B: SHPO Historic Resources Report — 11/01/21
APPENDIX C: Phase 1 Environmental Site Assessment — 07/15/21
APPENDIX D: Noise Study (Revised) — 12/17/21
APPENDIX E: Visualizations (Revised) — 11/02/21
APPENDIX F: Response Letters to Tompkins County — 09/27/21
APPENDIX G: Response Letter to TG Miller — 09/20/21
APPENDIX H: Wetland Delineation Report
by BME Associates & Northern Harrier
Evaluation Letter — 12/06/21
NIXON PEABODY LLP Nathan E.Vander Wal,Esq.
N I X O N ATTORNEYS AT LAW TN
585-263-1312
nvanderwal@nixonpeabody.com
PEABODY NIXONPEABOBY.COM
@NIXONPEABOBYLLP 1300 Clinton Square
' Rochester,NY 14604-1792
585-263-1000
June 30, 2021
Town Board
Planning Board
Town of Danby
1830 Danby Road
Ithaca,NY 14850
RE: Application to the Town of Danby Town Board and Planning Board for the
Establishment of a Planned Development Zone for Property Located at No
Number Bald Hill Road, Town of Danby, Tompkins County,New York, Tax
Parcel No. 10.4-21.122, to Accommodate the Development and Operation of
a Solar Energy Generation Facility
Dear Members of the Town Board and the Planning Board:
Norbut Solar Farm, LLC; NSF Danby Site 1, LLC; NSF Danby Site 2, LLC; and NSF
Danby Site 3, LLC (the "Applicant") proposes to construct three 5-MW(AC) ground-mounted
photovoltaic (PV) electricity generation facilities (the "Project") on certain undeveloped land
located at No Number Bald Hill Road in the Town of Danby, Tax Parcel No. 10.4-21.122 (the
"Site").
The Project includes the construction of three(3)immediately adjacent PV facilities at the
Site,with related improvements to include pad-mounted electrical equipment,overhead electrical
interconnection to existing public utilities, a gravel access drive, perimeter security fencing,
limited land grading, and stormwater management improvements.
The Property is located in the Medium Density Residential (MD) Zoning District. The
Project, a "Solar Energy Facility" under the Zoning Ordinance of the Town of Danby (the
"Code"), is not a permitted use in the MD district. However,pursuant to the Code, and following
discussions with the Town Planner, David West, Section 604 of the Code provides for the
establishment of a Planned Development Zone("PD Zone")to accommodate certain development
of land within the Town, including a Solar Energy Facility, and to establish appropriate standards
pursuant to which such development shall occur. Accordingly, the following enclosures are
submitted for the Town's review connection with the establishment of a PD Zone at the Property
for the Project(collectively, the "Application"):
• Town Development Application Form for Establishment of PD Zone, Site
Plan and Subdivision Approvals for Project
• Project Site Plan in compliance with Code Sections 800 (Rezoning) and 808
(Solar Energy Facility)
4822-9466-6992.1
Town of Danby
Town Board and Planning Board
June 30 2021 NIXON PEABODY LLP
ATTORNEYS AT LAW
Page 2
NIXON PEABODY.COM
@NIXONPEABODYLLP
• Long Environmental Assessment Form
• Stormwater Pollution Prevention Plan
• Project Operation and Maintenance Plan
• Project Decommissioning Plan
• Landscape Screening Plan
• Agricultural Data Statement
• Emergency Response Plan
• PV Array Layout and Design Drawing
• Three line Diagrams
• Project Equipment Specifications
As reflected in the above-referenced enclosures, the proposed PD Zone meets the
regulations set out for a PD Zone under Section 604 of the Code, except as reflected in the Project
Site Plan, for which regulations the Applicant will seek a waiver or alteration from the Town
Board pursuant to Section 604(2) of the Code.
Given the Site's location within 500 feet of a farm operation in the TOMP002 Agricultural
District, the Project must be referred to the Tompkins County Department of Planning and
Sustainability, as required under New York General Municipal Law Section 239-m, and the
Applicant has submitted an Agricultural Data Statement(with adjoiner exhibit)pursuant to Town
Law Section 283-a. The Applicant respectfully requests that the Town make the required GML
239-m referral and mail the written notice to the landowners identified in the adjoiner exhibit to
the Ag Data Statement.
Upon receipt and review of the enclosed materials, please place this Application on the
next available meeting agenda for the Town Planning Board pursuant to Section 800 of the Code.
If the Town requires any additional information or materials to deem this Application
preliminarily complete, please let us know.
We look forward to working with the Town in connection with this exciting opportunity.
Thank you.
Sincerely,
Nathan E. Vander Wal
4822-9466-6992.1
Development Review Application
Building Permit Number:
Project Title: Norbut Solar Danby
Project Address. 54 Bald Hill Rd, Ithaca, NY14850
Tax Parcel ID: 10-1-21 .122
Type of Application: Rezoning Site Plan& Subdivision
Type of Development:
non-residential
Stage of Review: Sket Final X Additional meeting
Estimated site improvement/ project cost: $24.7_MGII*OR _
(Exclude cost of land acquisition & professional fees)
Total number of lots proposed (existing + new): 3
Are new roads or public utilities proposed? no
Conservation Easement Acres Proposed 0
Applicant/Agent
Name: Norbut Solar Farm, LLC Title: Developer
Address: 1241 University Ave, Rochester, NY 14614
Phone: 585.504.2200 Email: pm@norbutsolarfarms.com
Consultant
Name: Passero Associates Title: Engineer
Address: 242 W. Main St., Rochester, NY 14614
Phone: 585.325.1000 Email: dcox@passero.com
Owner/ Lessee / Engineer/Attorney/ Other (circle one)
Name: Russell Nitchman Title: Owner
Address: 54 Bald Hill Rd, Ithaca, NY14850
Phone: 718.757.9624 Email: russellnitchman@gmail.com
ALL APPLICATIONS:
The information on this application form is submitted in addition to other information, plats, and plans required by the
Town of Danby. I attest that all information so submitted is complete and accurate to the best of my knowledge. Also, by
filing this application, permission is granted to members of the various Town Boards, Committees, Planning and Code
Enforcement staff, other persons designated by the Town that may be involved in the review of this
pplication, to er t pr y specified abov to i spect in connection with the review of this application.
Lc,o78 I nsU �'te
06/29/2021
Owner's signature date pplicant/Agent signature date
2
AGRICULTURAL DATA STATEMENT
Town of Danby Tax Parcel No. 10-1-21 .122
Tompkins County Agricultural District No. 1 or 2
NOTE: Section 283-a of the Town Law (effective July 1, 1993) requires that any
application for a Special Permit, Site Plan Approval, Use Variance or Subdivision
Approval on property within an Agricultural District containing a farm operation, OR
on property with boundaries within five hundred (500) feet of a farm operation that is
located in an Agricultural District, include an Agricultural Data Statement. ALL
applications requiring an Agricultural Data Statement must be referred to the
Tompkins County Planning Board in accordance with amended section 239-m and
239-n of the General Municipal Law (effective July 1, 1993).
Part I: Agricultural Data Statement
Name of Applicant
Bald Hill Road, LLC
Mailing Address
1241 University Ave, Rochester, NY 14614
Description of Project Proposed rezoning of MD land to PDZ. Construction of
3 solar arrays on 3 proposed lots totaling 15,000 kW. Solar Modules
Will be ground mounted.
Names and addresses of those owners of land within Tompkins County Agricultural
District #1 or #2 that contain farm operations AND are located within five hundred
(500) feet of the project property:
1 34 Michigan Hollow Rd, Ithaca, NY14850
2 38 Michigan Hollow Rd, Ithaca, NY14850
3.
4.
5.
Attach to this form a copy of a tax map showing the site of the proposed project
relative to the locations of farm operations identified above. Farm Operations are
defined as "...the land used in agricultural production, farm buildings, equipment and
farm residential buildings" according to Section 301, Article 25 AA of the
Agricultural and Markets Law.
Rev.June 27,2019
Agricultural District Review 2019
TOWN OF DANBY
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Full Environmental Assessment Form
Part 1 -Project and Setting
Instructions for Completing Part 1
Part 1 is to be completed by the applicant or project sponsor. Responses become part of the application for approval or funding,
are subject to public review,and may be subject to further verification.
Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to
any item,please answer as thoroughly as possible based on current information;indicate whether missing information does not exist,
or is not reasonably available to the sponsor;and,when possible,generally describe work or studies which would be necessary to
update or fully develop that information.
Applicants/sponsors must complete all items in Sections A&B. In Sections C,D&E,most items contain an initial question that
must be answered either"Yes"or"No". If the answer to the initial question is"Yes",complete the sub-questions that follow. If the
answer to the initial question is"No",proceed to the next question. Section F allows the project sponsor to identify and attach any
additional information. Section G requires the name and signature of the applicant or project sponsor to verify that the information
contained in Part 1is accurate and complete.
A.Project and Applicant/Sponsor Information.
Name of Action or Project:
Bald Hill Road,LLC;NSF Danby Site 1,LLC;NSF Danby Site 2,LLC;NSF Danby Site 3, LLC
Project Location(describe,and attach a general location map):
No Number Bald Hill Rd,Danby,NY 14850
Brief Description of Proposed Action(include purpose or need):
Proposed rezoning of MD land to PDZ.Construction of 3 arrays on 3 proposed lots totaling 15,000 kW.Solar modules will be ground mounted.
Name of Applicant/Sponsor: Telephone:585.504.2200
Bald Hill Road,LLC;NSF Danby Site 1,LLC;NSF DanbySite 2,LLC;NSF Danby Site 3,LLC E-Mail:
operations@norbutsolarfarms.com
Address:1241 University Ave,Rochester, NY 14614
City/PO:Rochester State:NY Zip Code:14614
Project Contact(if not same as sponsor;give name and title/role): Telephone:585.504.2200
Sean Greany E-Mail:
sgreany@norbutsolarfarms.com
Address:
1241 University Ave,Rochester,NY 14614
City/PO: State: Zip Code:
Rochester NY 14614
Property Owner (if not same as sponsor): Telephone: 718.757.9624
Russell&Kim Nitchman E-Mail: russellnitchman@gmail.com
Address:
No Number Bald Hill Rd
City/PO: Danby State: NY Zip Code:14850
Page 1 of 13
B.Government Approvals
B.Government Approvals,Funding,or Sponsorship. ("Funding"includes grants,loans,tax relief,and any other forms of financial
assistance.)
Government Entity If Yes: Identify Agency and Approval(s) Application Date
Required (Actual or projected)
a. City Counsel,Town Board, ®Yes❑No Town Board-rezoning 6/30/21
or Village Board of Trustees
b.City,Town Or Village ®Yes❑NO Town Planning Board-Site Plan&Subdivision 6/30/21
Planning Board or Commission
c. City,Town or ❑YesmNo
Village Zoning Board of Appeals
d.Other local agencies ❑YesmNo
e. County agencies ®Yes❑No County IDA-PILOT agreement, 6/30/21
County Planning
f.Regional agencies ❑YesmNo
g. State agencies ®Yes❑No SHPO(Consultation),NYSDEC(SPDES) 6/30/21
h.Federal agencies ®Yes❑No USACE(Wetlands) 6/30/21
i. Coastal Resources.
i. Is the project site within a Coastal Area,or the waterfront area of a Designated Inland Waterway? ❑YesmNo
ii. Is the project site located in a community with an approved Local Waterfront Revitalization Program? ❑YesmNo
iii. Is the project site within a Coastal Erosion Hazard Area? ❑YesmNo
C.Planning and Zoning
C.I.Planning and zoning actions.
Will administrative or legislative adoption,or amendment of a plan,local law,ordinance,rule or regulation be the ❑YesmNo
only approval(s)which must be granted to enable the proposed action to proceed?
• If Yes,complete sections C,F and G.
• If No,proceed to question C.2 and complete all remaining sections and questions in Part 1
C.2.Adopted land use plans.
a.Do any municipally-adopted (city,town,village or county)comprehensive land use plan(s)include the site mYes❑No
where the proposed action would be located?
If Yes,does the comprehensive plan include specific recommendations for the site where the proposed action ❑YesmNo
would be located?
b.Is the site of the proposed action within any local or regional special planning district(for example: Greenway; ❑YesmNo
Brownfield Opportunity Area(BOA);designated State or Federal heritage area;watershed management plan;
or other?)
If Yes,identify the plan(s):
c. Is the proposed action located wholly or partially within an area listed in an adopted municipal open space plan, ❑YesmNo
or an adopted municipal farmland protection plan?
If Yes,identify the plan(s):
Page 2 of 13
C.3. Zoning
a. Is the site of the proposed action located in a municipality with an adopted zoning law or ordinance. ®Yes❑No
If Yes,what is the zoning classification(s)including any applicable overlay district?
Medium Density Residential
b. Is the use permitted or allowed by a special or conditional use permit? ®Yes❑No
c.Is a zoning change requested as part of the proposed action? ®Yes❑No
If Yes,
i. What is the proposed new zoning for the site? PDZ
CA.Existing community services.
a. In what school district is the project site located? Ithaca City School District
b.What police or other public protection forces serve the project site?
Tompkins County Sheriff.
c.Which fire protection and emergency medical services serve the project site?
Danby Fire Dept
d.What parks serve the project site?
Jennings Pond Park and Dotson Community Park
D.Project Details
DA.Proposed and Potential Development
a.What is the general nature of the proposed action(e.g.,residential,industrial,commercial,recreational;if mixed,include all
components)? Solar Array
b. a.Total acreage of the site of the proposed action? 111.59 acres
b.Total acreage to be physically disturbed? 2.58 acres
c. Total acreage(project site and any contiguous properties)owned
or controlled by the applicant or project sponsor? 111.59 acres
c.Is the proposed action an expansion of an existing project or use? ❑Yes®No
i. If Yes,what is the approximate percentage of the proposed expansion and identify the units(e.g.,acres,miles,housing units,
square feet)? % Units:
d.Is the proposed action a subdivision,or does it include a subdivision? ®Yes❑No
If Yes,
i. Purpose or type of subdivision?(e.g.,residential,industrial,commercial;if mixed,specify types)
Subdivide the 3 arrays on 3 separate lots
ii. Is a cluster/conservation layout proposed? ❑Yes®No
iii. Number of lots proposed? 3
iv. Minimum and maximum proposed lot sizes? Minimum 28.61 Maximum 42.59
e.Will the proposed action be constructed in multiple phases? ❑Yes®No
i. If No,anticipated period of construction: 12 months
ii. If Yes:
• Total number of phases anticipated
• Anticipated commencement date of phase 1 (including demolition) month year
• Anticipated completion date of final phase month wear
• Generally describe connections or relationships among phases,including any contingencies where progress of one phase may
determine timing or duration of future phases:
Page 3 of 13
f.Does the project include new residential uses? ❑Yes®No
If Yes,show numbers of units proposed.
One Familv Two Familv Three Familv Multiple Familv four or more
Initial Phase
At completion
of all phases
g.Does the proposed action include new non-residential construction(including expansions)? ®Yes❑No
If Yes,
i.Total number of structures Solar
ii. Dimensions(in feet)of largest proposed structure: +-18' height; +-3.5'width; and +-6.5'length
iii. Approximate extent of building space to be heated or cooled: None square feet
h.Does the proposed action include construction or other activities that will result in the impoundment of any ❑Yes®No
liquids,such as creation of a water supply,reservoir,pond,lake,waste lagoon or other storage?
If Yes,
i. Purpose of the impoundment:
ii. If a water impoundment,the principal source of the water: ❑ Ground water❑Surface water streams ❑Other specify:
iii. If other than water,identify the type of impounded/contained liquids and their source.
iv. Approximate size of the proposed impoundment. Volume: million gallons;surface area: acres
v. Dimensions of the proposed dam or impounding structure: height; length
vi. Construction method/materials for the proposed dam or impounding structure(e.g.,earth fill,rock,wood,concrete):
D.2. Project Operations
a.Does the proposed action include any excavation,mining,or dredging,during construction,operations,or both? ❑Yes✓❑No
(Not including general site preparation,grading or installation of utilities or foundations where all excavated
materials will remain onsite)
If Yes:
i.What is the purpose of the excavation or dredging?
ii. How much material(including rock,earth,sediments,etc.)is proposed to be removed from the site?
• Volume(specify tons or cubic yards):
• Over what duration of time?
iii. Describe nature and characteristics of materials to be excavated or dredged,and plans to use,manage or dispose of them.
iv. Will there be onsite dewatering or processing of excavated materials? ❑Yes❑No
If yes,describe.
v. What is the total area to be dredged or excavated? acres
vi. What is the maximum area to be worked at any one time? acres
vii. What would be the maximum depth of excavation or dredging? feet
viii. Will the excavation require blasting? ❑Yes❑No
ix. Summarize site reclamation goals and plan:
b.Would the proposed action cause or result in alteration of,increase or decrease in size of,or encroachment ❑YesZNo
into any existing wetland,waterbody,shoreline,beach or adjacent area?
If Yes:
i. Identify the wetland or waterbody which would be affected(by name,water index number,wetland map number or geographic
description): Per Wetland Delineation Report created by Gene Pellet from Environmental Resources,LLC.No Wetlands are located within the
development areas of the project.Per the Wetland Delineation Report created by BME Associates,No Wetlands are located within the
development areas of the project.
Page 4 of 13
H. Describe how the proposed action would affect that waterbody or wetland,e.g.excavation,fill,placement of structures,or
alteration of channels,banks and shorelines. Indicate extent of activities,alterations and additions in square feet or acres:
iii.Will the proposed action cause or result in disturbance to bottom sediments? ❑Yes❑No
If Yes,describe:
iv. Will the proposed action cause or result in the destruction or removal of aquatic vegetation? ❑Yes❑No
If Yes:
• acres of aquatic vegetation proposed to be removed:
• expected acreage of aquatic vegetation remaining after project completion:
• purpose of proposed removal(e.g.beach clearing,invasive species control,boat access):
• proposed method of plant removal:
• if chemical/herbicide treatment will be used,specify product(s):
v. Describe any proposed reclamation/mitigation following disturbance:
c.Will the proposed action use,or create a new demand for water? ❑Yes g]No
If Yes:
i. Total anticipated water usage/demand per day: gallons/day
ii. Will the proposed action obtain water from an existing public water supply? ❑Yes❑No
If Yes:
• Name of district or service area:
• Does the existing public water supply have capacity to serve the proposal? ❑Yes[--]No
• Is the project site in the existing district? ❑Yes❑No
• Is expansion of the district needed? ❑Yes❑No
• Do existing lines serve the project site? ❑Yes❑No
iii. Will line extension within an existing district be necessary to supply the project? ❑Yes❑No
If Yes:
• Describe extensions or capacity expansions proposed to serve this project:
• Source(s)of supply for the district:
iv. Is a new water supply district or service area proposed to be formed to serve the project site? ❑Yes❑No
If,Yes:
• Applicant/sponsor for new district:
• Date application submitted or anticipated:
• Proposed source(s)of supply for new district:
v. If a public water supply will not be used,describe plans to provide water supply for the project:
vi.If water supply will be from wells(public or private),what is the maximum pumping capacity: gallons/minute.
d.Will the proposed action generate liquid wastes? ❑Yes mNo
If Yes:
i. Total anticipated liquid waste generation per day: gallons/day
ii. Nature of liquid wastes to be generated(e.g.,sanitary wastewater,industrial;if combination,describe all components and
approximate volumes or proportions of each):
iii. Will the proposed action use any existing public wastewater treatment facilities? ❑Yes❑No
If Yes:
• Name of wastewater treatment plant to be used:
• Name of district:
• Does the existing wastewater treatment plant have capacity to serve the project? ❑Yes❑No
• Is the project site in the existing district? ❑Yes❑No
• Is expansion of the district needed? ❑Yes❑No
Page 5 of 13
• Do existing sewer lines serve the project site? ❑Yes❑No
• Will a line extension within an existing district be necessary to serve the project? ❑Yes❑No
If Yes:
• Describe extensions or capacity expansions proposed to serve this project:
iv. Will a new wastewater(sewage)treatment district be formed to serve the project site? ❑Yes❑No
If Yes:
• Applicant/sponsor for new district:
• Date application submitted or anticipated:
• What is the receiving water for the wastewater discharge?
V. If public facilities will not be used,describe plans to provide wastewater treatment for the project,including specifying proposed
receiving water(name and classification if surface discharge or describe subsurface disposal plans):
vi. Describe any plans or designs to capture,recycle or reuse liquid waste:
e.Will the proposed action disturb more than one acre and create stormwater runoff,either from new point ®Yes❑No
sources(i.e. ditches,pipes,swales,curbs,gutters or other concentrated flows of stormwater)or non-point
source(i.e. sheet flow)during construction or post construction?
If Yes:
i. How much impervious surface will the project create in relation to total size of project parcel?
5209 Square feet or .12 acres(impervious surface)
Square feet or 111.6 acres(parcel size)
ii. Describe types of new point sources.Concrete Pads for Transformers.Alteration to existing shared access drive.
iii. Where will the stormwater runoff be directed(i.e.on-site stormwater management facility/structures,adjacent properties,
groundwater,on-site surface water or off-site surface waters)?
Through existing wetlands,ephemeral drainage paths,then to an onsite stream.
• If to surface waters,identify receiving water bodies or wetlands:
existing drainage patterns will be maintained.There is a regulated stream on site that is not to be disturbed.
• Will stormwater runoff flow to adjacent properties? ®Yes❑No
iv. Does the proposed plan minimize impervious surfaces,use pervious materials or collect and re-use stormwater? ®Yes❑No
f. Does the proposed action include,or will it use on-site,one or more sources of air emissions,including fuel ❑Yes®No
combustion,waste incineration,or other processes or operations?
If Yes,identify:
i.Mobile sources during project operations(e.g.,heavy equipment,fleet or delivery vehicles)
ii. Stationary sources during construction(e.g.,power generation,structural heating,batch plant,crushers)
iii. Stationary sources during operations(e.g.,process emissions,large boilers,electric generation)
g.Will any air emission sources named in D.2.f(above),require a NY State Air Registration,Air Facility Permit, ❑Yes®No
or Federal Clean Air Act Title IV or Title V Permit?
If Yes:
i. Is the project site located in an Air quality non-attainment area? (Area routinely or periodically fails to meet ❑Yes❑No
ambient air quality standards for all or some parts of the year)
ii. In addition to emissions as calculated in the application,the project will generate:
• Tons/year(short tons)of Carbon Dioxide(CO2)
• Tons/year(short tons)of Nitrous Oxide(N2O)
• Tons/year(short tons)of Perfluorocarbons(PFCs)
• Tons/year(short tons)of Sulfur Hexafluoride(SF6)
• Tons/year(short tons)of Carbon Dioxide equivalent of Hydroflourocarbons(HFCs)
• Tons/year(short tons)of Hazardous Air Pollutants(HAPs)
Page 6 of 13
h.Will the proposed action generate or emit methane(including,but not limited to,sewage treatment plants, ❑YesZ No
landfills,composting facilities)?
If Yes:
i. Estimate methane generation in tons/year(metric):
ii.Describe any methane capture,control or elimination measures included in project design(e.g.,combustion to generate heat or
electricity,flaring):
i.Will the proposed action result in the release of air pollutants from open-air operations or processes,such as ❑YesZ No
quarry or landfill operations?
If Yes:Describe operations and nature of emissions(e.g.,diesel exhaust,rock particulates/dust):
j.Will the proposed action result in a substantial increase in traffic above present levels or generate substantial ❑YesZ No
new demand for transportation facilities or services?
If Yes:
i. When is the peak traffic expected(Check all that apply): ❑Morning ❑Evening ❑Weekend
❑Randomly between hours of to
ii. For commercial activities only,projected number of truck trips/day and type(e.g.,semi trailers and dump trucks):
iii. Parking spaces: Existing Proposed Net increase/decrease
iv. Does the proposed action include any shared use parking? ❑Yes[]No
v. If the proposed action includes any modification of existing roads,creation of new roads or change in existing access,describe:
vi. Are public/private transportation service(s)or facilities available within'h mile of the proposed site? [-]Yes[-]No
vii Will the proposed action include access to public transportation or accommodations for use of hybrid,electric [-]Yes[-]No
or other alternative fueled vehicles?
viii.Will the proposed action include plans for pedestrian or bicycle accommodations for connections to existing [-]Yes[-]No
pedestrian or bicycle routes?
k.Will the proposed action(for commercial or industrial projects only)generate new or additional demand ❑Yes[ZNo
for energy?
If Yes:
i. Estimate annual electricity demand during operation of the proposed action:
ii. Anticipated sources/suppliers of electricity for the project(e.g.,on-site combustion,on-site renewable,via grid/local utility,or
other):
iii. Will the proposed action require a new,or an upgrade,to an existing substation? [-]Yes[-]No
1.Hours of operation. Answer all items which apply.
i. During Construction: ii. During Operations:
• Monday-Friday: 7am-7pm • Monday-Friday: 24/7
• Saturday: 7am-7pm • Saturday: 24/7
• Sunday: None • Sunday: 24/7
• Holidays: None • Holidays: 24/7
Page 7 of 13
m.Will the proposed action produce noise that will exceed existing ambient noise levels during construction, ®Yes El No
operation,or both?
If yes:
i. Provide details including sources,time of day and duration:
Normal construction equipment noise.See Noise Report for post construction conditions.
ii. Will the proposed action remove existing natural barriers that could act as a noise barrier or screen? ®Yes❑No
Describe: Some of the woods will be removed however woods around the perimeter of the property will be maintained.
n.Will the proposed action have outdoor lighting? ❑Yes®No
If yes:
i. Describe source(s),location(s),height of fixture(s),direction/aim,and proximity to nearest occupied structures:
ii. Will proposed action remove existing natural barriers that could act as a light barrier or screen? ❑Yes❑No
Describe:
o. Does the proposed action have the potential to produce odors for more than one hour per day? ❑Yes®No
If Yes,describe possible sources,potential frequency and duration of odor emissions,and proximity to nearest
occupied structures:
p.Will the proposed action include any bulk storage of petroleum(combined capacity of over 1,100 gallons) ❑Yes®No
or chemical products 185 gallons in above ground storage or any amount in underground storage?
If Yes:
i. Product(s)to be stored
ii. Volume(s) per unit time (e.g.,month,year)
iii. Generally,describe the proposed storage facilities:
q.Will the proposed action(commercial,industrial and recreational projects only)use pesticides(i.e.,herbicides, ❑Yes ®No
insecticides)during construction or operation?
If Yes:
i. Describe proposed treatment(s):
ii. Will the proposed action use Integrated Pest Management Practices? ❑ Yes ❑No
r.Will the proposed action(commercial or industrial projects only)involve or require the management or disposal ® Yes ❑No
of solid waste(excluding hazardous materials)?
If Yes:
i. Describe any solid waste(s)to be generated during construction or operation of the facility:
• Construction: 2 tons per month (unit of time)
• Operation: 0 tons per year (unit of time)
ii. Describe any proposals for on-site minimization,recycling or reuse of materials to avoid disposal as solid waste:
• Construction: Packaging for panels/shipping materials will be recycled if recyclable.
• Operation: N/A
iii. Proposed disposal methods/facilities for solid waste generated on-site:
• Construction: Dumpsters
• Operation: N/A
Page 8 of 13
s.Does the proposed action include construction or modification of a solid waste management facility? ❑ Yes 0 No
If Yes:
i. Type of management or handling of waste proposed for the site(e.g.,recycling or transfer station,composting,landfill,or
other disposal activities):
H. Anticipated rate of disposal/processing:
• Tons/month,if transfer or other non-combustion/thermal treatment,or
• Tons/hour,if combustion or thermal treatment
iii. If landfill,anticipated site life: years
t.Will the proposed action at the site involve the commercial generation,treatment,storage, or disposal of hazardous❑Yes ZNo
waste?
If Yes:
i.Name(s)of all hazardous wastes or constituents to be generated,handled or managed at facility:
ii. Generally describe processes or activities involving hazardous wastes or constituents:
iii. Specify amount to be handled or generated tons/month
iv. Describe any proposals for on-site minimization,recycling or reuse of hazardous constituents:
v. Will any hazardous wastes be disposed at an existing offsite hazardous waste facility? ❑Yes❑No
If Yes:provide name and location of facility:
If No: describe proposed management of any hazardous wastes which will not be sent to a hazardous waste facility:
E.Site and Setting of Proposed Action
E.I.Land uses on and surrounding the project site
a.Existing land uses.
i. Check all uses that occur on,adjoining and near the project site.
❑ Urban ❑ Industrial ❑ Commercial ® Residential(suburban) ® Rural(non-farm)
❑ Forest ❑ Agriculture ❑ Aquatic ❑ Other(specify):
ii. If mix of uses,generally describe:
b.Land uses and covertypes on the project site.
Land use or Current Acreage After Change
Covertype Acreage Project Completion (Acres+/-)
• Roads,buildings,and other paved or impervious
surfaces
• Forested 51 ac 18.2 ac -32.8 ac
• Meadows,grasslands or brushlands(non-
agricultural,including abandoned agricultural) 56.09 86.69 ac +30.6
• Agricultural
(includes active orchards,field,greenhouse etc.)
• Surface water features
(lakes,ponds,streams,rivers,etc.)
• Wetlands(freshwater or tidal) 4.5 ac 4.5 ac 0 ac
• Non-vegetated(bare rock,earth or fill)
• Other
Describe: Pervious Access Road 0 2.2 +2.2 ac
Page 9 of 13
c.Is the project site presently used by members of the community for public recreation? ❑Yes®No
i. If Yes: explain:
d.Are there any facilities serving children,the elderly,people with disabilities(e.g.,schools,hospitals,licensed ❑YesmNo
day care centers,or group homes)within 1500 feet of the project site?
If Yes,
i. Identify Facilities:
e.Does the project site contain an existing dam? ❑YesONo
If Yes:
i. Dimensions of the dam and impoundment:
• Dam height: feet
• Dam length: feet
• Surface area: acres
• Volume impounded: gallons OR acre-feet
ii. Dam's existing hazard classification:
W. Provide date and summarize results of last inspection:
f.Has the project site ever been used as a municipal,commercial or industrial solid waste management facility, ❑YesONo
or does the project site adjoin property which is now,or was at one time,used as a solid waste management facility?
If Yes:
i. Has the facility been formally closed? [-]Yes[-] No
• If yes,cite sources/documentation:
ii. Describe the location of the project site relative to the boundaries of the solid waste management facility:
W. Describe any development constraints due to the prior solid waste activities:
g.Have hazardous wastes been generated,treated and/or disposed of at the site,or does the project site adjoin ❑YesONo
property which is now or was at one time used to commercially treat,store and/or dispose of hazardous waste?
If Yes:
i. Describe waste(s)handled and waste management activities,including approximate time when activities occurred:
h. Potential contamination history. Has there been a reported spill at the proposed project site,or have any ❑Yes® No
remedial actions been conducted at or adjacent to the proposed site?
If Yes:
i. Is any portion of the site listed on the NYSDEC Spills Incidents database or Environmental Site ❑Yes❑No
Remediation database? Check all that apply:
❑ Yes-Spills Incidents database Provide DEC ID number(s):
❑ Yes-Environmental Site Remediation database Provide DEC ID number(s):
❑ Neither database
ii. If site has been subject of RCRA corrective activities,describe control measures:
W. Is the project within 2000 feet of any site in the NYSDEC Environmental Site Remediation database? ❑Yes®No
If yes,provide DEC ID number(s):
iv. If yes to(i),(ii)or(iii)above,describe current status of site(s):
Page 10 of 13
v. Is the project site subject to an institutional control limiting property uses? ❑YesmNo
• If yes,DEC site ID number:
• Describe the type of institutional control(e.g.,deed restriction or easement):
• Describe any use limitations:
• Describe any engineering controls:
• Will the project affect the institutional or engineering controls in place? ❑Yes❑No
• Explain:
E.2. Natural Resources On or Near Project Site
a.What is the average depth to bedrock on the project site? >6' feet
b.Are there bedrock outcroppings on the project site? ❑YesONo
If Yes,what proportion of the site is comprised of bedrock outcroppings? %
c.Predominant soil type(s)present on project site: Silt Loams 100 %
d.What is the average depth to the water table on the project site? Average: 3' feet
e.Drainage status of project site soils:❑ Well Drained: %of site
O Moderately Well Drained: 15%of site
O Poorly Drained 85%of site
f.Approximate proportion of proposed action site with slopes: ® 0-10%: 97 %of site
® 10-15%: 3 %of site
❑ 15%or greater: %of site
g.Are there any unique geologic features on the project site? ❑YesONo
If Yes,describe:
h. Surface water features.
i. Does any portion of the project site contain wetlands or other waterbodies(including streams,rivers, DYes❑No
ponds or lakes)?
ii. Do any wetlands or other waterbodies adjoin the project site? DYes❑No
If Yes to either i or ii,continue. If No,skip to E.2.i.
iii. Are any of the wetlands or waterbodies within or adjoining the project site regulated by any federal, DYes❑No
state or local agency?
iv. For each identified regulated wetland and waterbody on the project site,provide the following information:
• Streams: Name 898-339,898-338 Classification B,C
• Lakes or Ponds: Name Classification
0 Wetlands: Name Federal Waters,Federal Waters,Federal Waters,... Approximate Size 0.4 ac
• Wetland No.(if regulated by DEC)
v. Are any of the above water bodies listed in the most recent compilation of NYS water quality-impaired ❑Yes ONo
waterbodies?
If yes,name of impaired water body/bodies and basis for listing as impaired:
i.Is the project site in a designated Floodway? ❑YesONo
j.Is the project site in the 100-year Floodplain? [-]Yes[Z]No
k.Is the project site in the 500-year Floodplain? ❑YesONo
1.Is the project site located over,or immediately adjoining,a primary,principal or sole source aquifer? DYes❑No
If Yes:
i.Name of aquifer:Principal Aquifer
Page 11 of 13
m. Identify the predominant wildlife species that occupy or use the project site:
Deer,Squirrels,other native species
n.Does the project site contain a designated significant natural community? W]Yes❑No
If Yes:
i. Describe the habitat/community(composition,function,and basis for designation):
Rich Hemlock-Hardwood Peat Swamp
ii. Source(s)Of description or evaluation: NYS Environmental Wetland Mapper
iii. Extent of community/habitat:
• Currently: acres
• Following completion of project as proposed: 270.6 acres
• Gain or loss(indicate+or-): 0.0 acres
o.Does project site contain any species of plant or animal that is listed by the federal government or NYS as ®Yes❑No
endangered or threatened,or does it contain any areas identified as habitat for an endangered or threatened species?
If Yes:
i. Species and listing(endangered or threatened):
Northern Harrier
p. Does the project site contain any species of plant or animal that is listed by NYS as rare,or as a species of ❑YesONo
special concern?
If Yes:
i. Species and listing:
q.Is the project site or adjoining area currently used for hunting,trapping,fishing or shell fishing? ®Yes❑No
If yes,give a brief description of how the proposed action may affect that use:
Open farmland can currently be used for deer hunting by the owner or those given permission by the owner.So long as they are not within 500'(firearm),
250'(crossbow),or 150' bow of any other residential homes businesses churches or community gatherings.
E.3. Designated Public Resources On or Near Project Site
a.Is the project site,or any portion of it,located in a designated agricultural district certified pursuant to W]Yes❑No
Agriculture and Markets Law,Article 25-AA, Section 303 and 304?
If Yes, provide county plus district name/number:TOMP002
b.Are agricultural lands consisting of highly productive soils present? ❑Yes WINO
i. If Yes: acreage(s)on project site?
ii. Source(s)of soil rating(s):
c. Does the project site contain all or part of,or is it substantially contiguous to,a registered National ❑Yes ONo
Natural Landmark?
If Yes:
i. Nature of the natural landmark: ❑Biological Community ❑ Geological Feature
ii. Provide brief description of landmark,including values behind designation and approximate size/extent:
d.Is the project site located in or does it adjoin a state listed Critical Environmental Area? ❑YesW]No
If Yes:
i. CEA name:
ii. Basis for designation:
iii. Designating agency and date:
Page 12 of 13
e.Does the project site contain,or is it substantially contiguous to,a building,archaeological site,or district ❑Yes®No
which is listed on the National or State Register of Historic Places,or that has been determined by the Commissioner of the NYS
Office of Parks,Recreation and Historic Preservation to be eligible for listing on the State Register of Historic Places?
If Yes:
i.Nature of historic/archaeological resource: El Archaeological Site ❑Historic Building or District
ii.Name:
iii. Brief description of attributes on which listing is based:
f.Is the project site,or any portion of it,located in or adjacent to an area designated as sensitive for ❑Yes W]No
archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory?
g.Have additional archaeological or historic site(s)or resources been identified on the project site? ❑Yes W]No
If Yes:
i.Describe possible resource(s):
ii. Basis for identification:
h.Is the project site within fives miles of any officially designated and publicly accessible federal,state,or local W]Yes❑No
scenic or aesthetic resource?
If Yes:
i. Identify resource: Danby State Forest,Jennings Pond,Bruce Hill Road
ii.Nature of,or basis for,designation(e.g.,established highway overlook,state or local park,state historic trail or scenic byway,
etc.): Danby state forest is a State Park,Jennings Pond is part of Buttermilk Falls State Park,Bruce hill Road is a scenic byway closed in winter.
iii. Distance between project and resource: 1.15,0.23, 1.47 miles.
i. Is the project site located within a designated river corridor under the Wild,Scenic and Recreational Rivers ❑YesZNo
Program 6 NYCRR 666?
If Yes:
i. Identify the name of the river and its designation:
ii. Is the activity consistent with development restrictions contained in 6NYCRR Part 666? ❑Yes❑No
F.Additional Information
Attach any additional information which may be needed to clarify your project.
If you have identified any adverse impacts which could be associated with your proposal,please describe those impacts plus any
measures which you propose to avoid or minimize them.
G. Verification
I certify that the information provided is true to the best of my knowledge.
Applicant/Sponsor Name David Cox PE(Passero) Date 12/6/21
Signature Title Civil Engineer
PRINT FORM Page 13 of 13
EAF Mapper Summary Report Saturday, June 26, 2021 10:30 AM
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
Tow to obtain data not provided by the Mapper.Digital data is not a
substitute for agency determinations.
{Jtlrywn Monlreal
Denby
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Bastan
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I ]r33,Esr1 :Dp,9lS13,eetr-,1ap.:.]I7t111)Lit lI,.. 317iI th2 GI 1_I52r COMM Lilly �i.i;n�p217Sti'2�r 13p•:.]IYkli1)ZA Al] c� ,o ie GI User C011lln Linty
B.i.i [Coastal or Waterfront Area] No
B.i.ii [Local Waterfront Revitalization Area] No
C.2.b. [Special Planning District] Digital mapping data are not available or are incomplete. Refer to EAF
Workbook.
E.1.h [DEC Spills or Remediation Site- Digital mapping data are not available or are incomplete. Refer to EAF
Potential Contamination History] Workbook.
E.1.h.i [DEC Spills or Remediation Site- Digital mapping data are not available or are incomplete. Refer to EAF
Listed] Workbook.
E.1.h.i [DEC Spills or Remediation Site- Digital mapping data are not available or are incomplete. Refer to EAF
Environmental Site Remediation Database] Workbook.
E.1.h.iii [Within 2,000' of DEC Remediation No
Site]
E.2.g [Unique Geologic Features] No
E.2.h.i [Surface Water Features] Yes
E.2.h.ii [Surface Water Features] Yes
E.2.h.iii [Surface Water Features] Yes- Digital mapping information on local and federal wetlands and
waterbodies is known to be incomplete. Refer to EAF Workbook.
E.2.h.iv [Surface Water Features - Stream 898-339, 898-338
Name]
E.2.h.iv [Surface Water Features - Stream B, C
Classification]
E.2.h.iv [Surface Water Features -Wetlands Federal Waters
Name]
E.2.h.v [Impaired Water Bodies] No
E.2.i. [Floodway] Digital mapping data are not available or are incomplete. Refer to EAF
Workbook.
E.2.j. [100 Year Floodplain] Digital mapping data are not available or are incomplete. Refer to EAF
Workbook.
Full Environmental Assessment Form - EAF Mapper Summary Report 1
E.2.k. [500 Year Floodplain] Digital mapping data are not available or are incomplete. Refer to EAF
Workbook.
E.2.1. [Aquifers] Yes
E.2.1. [Aquifer Names] Principal Aquifer
E.2.n. [Natural Communities] Yes
E.2.n.i [Natural Communities - Name] Rich Hemlock-Hardwood Peat Swamp
E.2.n.i [Natural Communities -Acres] 0.0
E.2.o. [Endangered or Threatened Species] Yes
E.2.o. [Endangered or Threatened Species - Northern Harrier
Name]
E.2.p. [Rare Plants or Animals] No
E.3.a. [Agricultural District] Yes
E.3.a. [Agricultural District] TOMP002
E.3.c. [National Natural Landmark] No
E.3.d [Critical Environmental Area] No
E.3.e. [National or State Register of Historic Digital mapping data are not available or are incomplete. Refer to EAF
Places or State Eligible Sites] Workbook.
E.3.f. [Archeological Sites] No
E.3.i. [Designated River Corridor] No
Full Environmental Assessment Form - EAF Mapper Summary Report 2
HORIZONTAL SCALE
200 0 100 200 400
SITE PLANS F R I
SCALE: 1"=200'
PASSERO ASSOCIATES
-NORBUT SOLAR DANBYengineering architecture
TOWN OF
DANBY ., TOMPKINS COUNTY,
NEW YORK
P . Ne 2021312900001
GUNDERMAN ROAD
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Town of Danby
N/F BALL
INSTRUMENT#2510-4234 LOCATION SKETCH
Client:
NORBUT SOLAR
1241 UNIVERSITY AVE.
••• Q NY 14607
SHEET C 110 ROCHESTER-
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N/F ROE I Rochester,New York 14614 Fax:(585)325-1691
LIBER 610 OF DEEDS,PAGE 852 I ;
— — .'.,.. ::: I Principal-in-Charge Jess Sudol, PE
T/A 10-1 19.2 T/A 10-1-19.12 '''''' ' Project Manager David Cox, PE
N/F ROEN/F ROE r
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-- I I No. Date By Description
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Ni i 2 09/24/21 ABG PER TOMPKINS COUNTY SOIL & WATER
o — — I I 3 10/6/21 ABG PER TG MILLER COMMENTS
4 11/01/21 ABG PER SHPO COMMENTS
N ——— I 5 11/08/21 ABG PER BME WETLAND DELINEATION MAP
6 11/30/21 ABG PER POI REVISIONS
Q / •'\ 7 12/01/21 ABG PER INCLUSION OF TCSW WETLANDS
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FENCELINE 14,317 LF�V=14,317 SF \ \ \ 70' \ \ I I \ \ I I I I I I 1 \ \ \ \ \ \ \
PERVIOUS ACCESS DRIVE 96,717 SF SCALE: 1"=40' \ \ \ \ \ , W \ // \ \ I I \ + I 1 \ \ \ \ \
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\ '' AT CH LINE C 107 /' ,/ , I • / , � ••,/ �\ /
4.66' I 7LL- 7\
1 ^ ` 40 0 20 40 80
2 12" CPP \ \ 1 III I I 1 � � , > \ \ 1275 -
IN 3.20' SCALE: 1"-40'NV.=1286.64' \ \\TREESTOBEREOVED(TYP.) I / I ! i 1 1 PROPOSED TREELINE \ \ \ \\ /I 15 L.F. 18" C \\ \ \ \ \ \ \\' \\\ \ PASSERO ASSOCIATES
TWO PAD MOUNTED SWITCHBOARDS W/XFMR& I I \ \ / L \ \ \ �. _ \ \ engineering architecture
PV EQUIPMENT(TYP.) I I I \ \ \ ✓I \ /.INV.\286.4 \ \\ \ 1 G \\ _ \ \ \ LEGEND.
PROPOSED
O E INSTALLED \\ \\ \/� I ' I \ _ i \\ \ \ \\\ \ \
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\ 1 \ \ \ 7 \
— PROPOSED SILT FENCE / / / / I 1 1 1 ti I \\ \ \ ?80\ \\ \\ \ _ R.O.W. _ _ R.O.W.
\ TO BE INSTALLED
ALONG CONTOUR EXISTING CENTER
\ \-- - - -
' LINE ROAD
• _ — _ \ \ EXISTING MAJOR
\\ \\ \ \\ \\ \\ \\\ 1✓/ \ n _ \\ \\ \\\ \\\ \—�\ \ \ \ \ `\ \\ \ -------- 520--- CONTOUR
\ 7'TALL WIRE FENCE WITH 6"WOODEN POLES SET \
•` \ 10'O.C.SEE DETAIL ON SHEET C 201 / I I I \ \ ) I I L ) \ \ \ \ \\ -------- 521 - EXISTING MINOR
_ / \ 1 _ \ \ \ CONTOUR
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U/1 \
\ \ \ EXISTING TREE LINE
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\ / /' / / / vl / / // / I �'\I �� YB F / \ \ \ \ \ \ + + + + + + SLOPES>15%
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.,i .INV=1295.10 i \ \ \
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\
PROPOSED SOLAR ARRAY LAYOUT \ '
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/ STM.@ 3.20% \ _J / l / / / —�' / SF R
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RE— — \ `\ `\ '\ \ `� 1 x—fix \\ ��x�) x \\ `" LOCATION SKETCH
\ \ \ col 1 S 1' N —\ _ O ti t \ Client:
O \ \ \ W \,, I— — — �1893 18 34 W 1049 08 \ \\ \ I I \
i \ W 1' 1 .2 \C\1 / PROPOSED SILT FENCE `J —� \\ \ '` 7'TALL WIRE FENCE WITH 6"WOODEN POLES SET
�' \ \ � �• \ TO BE INSTALLED � / \ \ e >' » \ 9 I I
\ \ \ \ F ALONG CONTOUR- /I /' PROPOSED TREELINE PROPOSED SILT \ - N 79 04 25 W (DEED) \ \ \ I I \ \\ \_ 10'O.C.SEE DETAIL ON SHEET C 201
\�\_ \\ _ �' FENCE �3 I \ i
a \\ ,/ — �L �� TREES TO BE REMOVED(TYP.) \\ \ I I \� &NCROACHMERT AGREEMENII I I I I I N O R B UT SOLAR
I \ �+ CA i \ \ I I PASTURE FENCE PEf� I I \ 1 \
W y \\ ) cyw \ \ \ 1 Ci /' \ \ / NATURAL SCREENING AREA OF HONEYSUCKLE I I 1 "� I \ \ I\ r J' D 1 241 UNIVERSITY AVE.
Z \ \ i z / / SHRUB AND NATURAL VEGETATION TO REMAIN I �INST. # 201�-10053 I \ \ \
I � \\ LL \ I \ \ \ \ \ \
Z W i a \ \ \ _ —\ / \ / < UNDISTURBED.MAINTAIN TO A HEIGHT OF NO I I I \ \ I \ \ \ \ \ \ /1 ROC H ESTER, NY 14607
W \ j H\ \ 1 g FNC. i �' \\�// \ /_/�\ \\\ MORE THAN 25" I I I NYSDEC APPROVED PERVIOUS ACCESS DRIVE BY \ \ \ \ \ \ \ J
\ I C I I I z \ \ / "` \ j __ �o I TRC ENGINEERS.SEE DETAIL ON SHEET C 201 \ \ \ \ \ \ \ I
=y W ( lI II LW`
\ \ \ PASSERO ASSOCIATES
\ Ld
\ 242 West main Street Suite 100 (585)325-1000
Rochester,New York 14614 Fax:(585)325-1691
Princi al-in-Char a Jess Sudol PE
L-- � n 1 \ \ \\II \ �/-- / I L / \ \ \ \ I I I I I I I I 1 \\ \\ \ � p g ,
\ ( I ) \ I I I \ \ O Project Manager David Cox, PE
Co Designed by Austin Goodwin, EIT.
PROPOSED SILT \\\\ \\\\ \\\ \\ \\
/ x FENCE \ / — \� ./ 1 \ \ \
�/ \ � \\ \\ \\ \\ \ F, OF NFW Y
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W W W W yl W y W W yi N /x OI/ \I \ \\ \\ \ R
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o W I.Y W .Y W .Y N W N W T A I / I
a i—W W W W W W IW J-... / T/A 10�J=21 . 124 / 1 1 I \ \ \ \ \ I \ \ p F NPR
W c i / � � \ / /� \ / 1
h i co I I \ / /� , ) N/F MOf�'rGOMERY
�n I `` \ ,/ \\\,\ /' // INSTRUMENT\\#2 018 1&51 II I \\\ \\\ 1\ \\ \\ \\ Revisions
\ \
No. Date By Description
I I I I ! I O 1 08/30/21 ABG ACCESS DRIVE MOVE PER CLIENT
r> \ \ �—
c 2 09/24/21 ABG PER TOMPKINS COUNTY SOIL & WATER
\ \ 1 H Cn / l \ \ \ l l I \ \ I \ \\
\ \ \ \ I I I c\ ) \ \ \ ( / 1 1 \\ \ \\ \ \\ \ 3 10/6/21 ABG PER TG MILLER COMMENTS
\\I \✓ \\\ \\\ 4 11/01/21 ABG PER SHPO COMMENTS
c� \ \ \\ 5 11/08/21 ABG PER BME WETLAND DELINEATION MAP
\ \ \ I I NYSDEC APPROVED PERVIOUS ACCESS DRIVE BY /' / I I/ \ \ \ \\ \ \ \ \ \ \ 6 11 30 21 ABG PER P01 REVISIONS
\ \ \ \ / I I / ,/ x TRC ENGINEERS.SEE DETAIL ON SHEET C 201 / I L 3( �,� \ \ \ \ \\ \ \_--- \\ \ \\ \\ \\ / /
�`�� > IS
°' r tp / / `� u // I p� \ \ \ \ \ \ \\ \ \\ \\\ 7 12/01/21 ABG PER INCLUSION OF TCSW WETLANDS
o aM \ \ \ \ \ \ \ \ \ \\
\ \ \ \ \ \ \ \ \ \N �'' � \\ \ UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN
r 1 1 I ~6O'TO PROPOSE —_ / 14 I (—_ \ \ \ \ \\ \ \ VIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 AND
m / I I ,/ \ \ \ �, \ \ \\\ \ \\ \\ ARTICLE 147 SECTION 7307.THESE PLANS ARE COPYRIGHT PROTECTED
CLEARING LIMIT
\\ \\ ,29 �s\ \\ SITE PLAN
LU
\ ► ; I , _ ; , \\ 1/ �I \ \,/ 1 NORBUT SOLAR
DANBY SITE
Q PRO OSED SILT NEF cE �4/ 1 \ I \ \ \ I
O �TO BE INSTALLED \\ \ \ \ CAPPED RE—BAR o�i r---J I / �� 1--� \\ \ / \ I"
ALONG CONTOUR I \ \ \
\ FOUND
o I (TYP.) 1 \\ \ \ \ \S-o.1' 11 /' 1 —�� ` \\ \ / ) / / \ \,,_. Imo/ / / 11 I I \ I
\
o \ I I I \ I \\ \\ \ W-0.3' ,�\/ \ \ Town/City: ITHACA
I \� \ I I / \ \ I ( I County: TOMPKINS State: NEW YORK
o2 \ \ \ Project No.
N \ I I I \ \ I \ \ \ I I I \\
04
1 \ , \ I ► I 'lip� 11 \,3p2 120213129.0001
C14
—
j \\ \\ \\ \\ I\ \\ \\ \\ //' / \\ \\\ \ Drawing No. Sheet No.
N C 106 6
�13 �� \ I / / \
i \\ \\ \\ \ \\ \\ \ \/ //13p1'' \ \\\ Scale:
—\ \, \ �! \ /' N /F RADON REAL ESTA�`E\ LLC I\ \ 1 = 40
U I I \ \•� \ \ \ \ \ \ \ \ ) / ,/ \ / � `I' - - �� � Date
o —
0
T BER 2021
NOT FOR CONSTRUCTION
HORIZONTAL SCALE
40 0 20 40 80
SCALE: 1"=40'
PASSERO ASSOCIATES
engineering architecture
LEGEND:
PROPERTY BOUNDARY
n \ \ \ \ \ \ R.O.W.
T/,� 10-1\�J.�1 2 \\\� � \\ \\ \\ \\ \\ \\ — — — — —\ i - - EXISTING CENTER
\ \\\ \\— — — — — — — — — — \\ \�\ ��\J \\ \\ \\\ \\\ \\ \ I - - - LINE ROAD
1 —I —— \ \ \ / I
�- N / F ROE \ / EXISTING MAJOR
\
S89 51'�3\"E 3573.55' \\ _ l \ _ \ \ I I -------- 520---
\ \ \ O \ — \ \\ \\ \ \ —_ \ / / / \ I CONTOUR
TREES TO BE REMOVED(TYP.) \ \\ \ \ \� \ e �� PROPOSED SILT 7'TALL WIRE FENCE WITH 6"WOODEN POLES SET - — \ \ \\ \ \ I B E R 610 G� DEEDS, �P Q G E 8�L PROPOSED TREELINE , / / / \
PROPOSED TREELINE \ \S79 37 4 E DEED FENCE
10'O.C.SEE DETAIL ON SHEET C 201 \ \ \ \ \ I -------- 521 - EXISTING MINOR
\ �� \ \ \ / / \ \ I I CONTOUR
PROPOSED FENCE
\ \\ \ \ \ \ \ \ I SF
\ I I PROPOSED SILT FENCE
\ I I EXISTING TREE LINE
uG E \ \ \ S F SF\\ \ F SF �— SF SF SF \ SF --�;-' — F �S F ' / \ -- — PROPOSED TREE LINE
— -------- --- — =
\\mm \ ` \ \ ��� ,ocl�6 E\ _ LE6 E l�6 E 4—��1 GCE G G Gr g REMOVE TREES
VV
\ \ \ \ \ —N \ c� + +
PROPOSED SOLAR
_ T 10—1 . 122 m PANELS
NIT A N
STR T # 746-
` OSS ND TO
4 892 Q. FT \\
1 91 ± E S GUNDERMAN ROAD �23
( NT DS)
PROJECT o
\ \ \ \ LOCATION
\\ \\ 23' \\ I I 23, 1 11 11 23 \
\ \ I 1 I \
\ / I \ \ I
\ I \ \ \ \ \ \ \ \ \ \ I 1 I Town of Danby
/ 1� ✓� `\ �\ `\ \\\ \\\ ` \I \� \ \ �_ ` \ \\ ,� I LOCATION SKETCH
1 1 7 Client:
\I 1 \ \\ \ \ \
\ \ \ \
NORBUT SOLAR
\\ \ \\ \ \ \` I - ► 1241 UNIVERSITY AVE.
ROCHESTER, NY 14607
PASSERO ASSOCIATES
D \ \ \ \ > I
\\ \ \ \ — \ \ \\ \ \ \\ \\ \ 1 I 242 West Main Street Suite 100 (585)325-1000
^ \ \\ \\ \ \ \ \ \ I / ^ Rochester,New York 14614 Fax:(585)325-1691
\ \ \ \\ \\ N N� ti�a/ '\ / `_, Principal-in-Charge Jess Sudol, PE
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NOT FOR CONSTRUCTION
CLASS 5 WOODEN POLE.MINIMUM SOUTHERN YELLOW PINE OR DOUGLAS FIR. SEEDING NOTE EROSION AND SEDIMENT CONTROL NOTES:
SET 10.0'O.C.ALL POLES TO BE SET PLUMB.
WOVEN WIRE FENCE
SOLIDLOCK PRO 20 50'MIN. EXISTING (MIN. 14 GAUGE
PROFESSIONAL STRENGTH FIXED KNOT FENCE TO PROVIDE THE FOLLOWING SEED MIXTURES DURING CONSTRUCTION: PAVEMENT W/MAX.6"MESH
TEMPORARY SEEDING: 1. THE CONTRACTOR SHALL REVIEW THE EROSION AND SEDIMENT CONTROL PLAN INCLUDED IN THE 3.. S• 10'MAX. TO SPACING)
OR APPROVED EQUAL RYEGRASS(ANNUAL OR PERENNIAL)@ 30LBS. PER ACRE OR 0.7 LBS.PER CONTRACT DOCUMENTS,AND IF NECESSARY,MODIFY THE PLAN WITH THE CONTRACTOR'S 12"MIN.
1000 SQUARE FEET. INTENDED SEQUENCE AND TYPES OF OPERATIONS.THE CONTRACTOR'S MODIFIED EROSION AND \\ FILTER �� MOUNTABLE BERM /\ 36"MIN. LENGTH FENCE
PERMANENT SEEDING: SEDIMENT CONTROL PLAN SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL,ALONG WITH EXISTING �� POSTS DRIVEN MIN. 16"
GROUND CLOTH PROFILE (OPTIONAL) :. ;. •.• INTO GROUND.
65%KENTUCKY BLUEGRASS BLEND @ 85LBS. PER ACRES OR 2.0-2.6 LBS. PER A PROGRESS SCHEDULE THAT ADDRESSES THIS WORK. _•' •,; �� ...
1000 SQUARE FEET " _
207.PERENNIAL RYEGRASS @ 26-35 LBS. PER ACRE OR 0.6-0.8 LBS.PER 1000 2. THE CONTRACTOR SHALL DESIGNATE AN"EROSION AND SEDIMENT CONTROL SUPERVISOR"FOR 50'MIN. •a'
HEIGHT OF FILTER PASSERO ASSOCIATES
SQUARE FEET THE PROJECT.THE SUPERVISOR SHALL BE RESPONSIBLE FOR IMPLEMENTING THE EROSION AND •r.:�, . ,, :: = 16' MIN.
15%FINE FESCUE @ 19-26 LBS.PER ACRE OR 0.4-0.6 LBS. PER 1000 SQUARE SEDIMENT CONTROL PLAN AND FOR INSPECTING AND MAINTAINING THE CONTROL MEASURES. EXISTING O'MIN. y W ;�,
FEET THE NAME AND QUALIFICATIONS(TRAINING AND EXPERIENCE)OF THIS INDIVIDUAL SHALL BE GROUND �� W NO W W W p� W W W 8"MIN. engineering architecture
FOR ALL SEEDING&STABILIZATION MEASURES IT IS THE RESPONSIBILITY OF THE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO STARTING EARTHWORK.
OWNER& DEVELOPER TO ENSURE THAT FINAL STABILIZATION OCCURS AS 15'MIN. 12 MIN EXISTING PERSPECTIVE VIEW
REQUIRED BY THE NYSDEC.AREAS WHERE CONSTRUCTION ACTIVITY 3. THE DESIGNATED"EROSION AND SEDIMENT CONTROL SUPERVISOR"SHALL NOTIFY THE ENGINEER PAVEMENT
IN ADVANCE OF ANY FIELD CHANGES TO THE EROSION AND SEDIMENT CONTROL MEASURES ������
TEMPORARILY CEASES FOR MORE THAN 7 DAYS WILL BE STABILIZED WITH A 36"MIN. FENCE PO
INDICATED IN THE CONTRACT DOCUMENTS.THE ENGINEER MAY REQUIRE THE CONTRACTOR TO
TEMPORARY SEED AND MULCH WITHIN 7 DAYS OF THE LAST DISTURBANCE. PLAN VIEW WOVEN WIRE FENCE(MIN. 14
ONCE CONSTRUCTION ACTIVITY CEASES PERMANENTLY IN AN AREA,THAT SUBMIT A MODIFIED EROSION AND SEDIMENT CONTROL PLAN FOR APPROVAL PRIOR TO O'MIN. GAUGE W/MAX.6"MESH
AREA WILL BE STABILIZED WITH PERMANENT SEED AND MULCH.AFTER THE IMPLEMENTING ANY FIELD CHANGES. SPACING)WITH FILTER CLOTH 20"MIN.
CONSTRUCTION SPECIFICATIONS
ENTIRE SITE IS STABILIZED,THE ACCUMULATED SEDIMENT WILL BE REMOVED 4. THE SITE SHALL AT ALL TIMES BE GRADED AND MAINTAINED SUCH THAT ALL STORM WATER FLOW UNDISTURBED
FROM THE SEDIMENT BASIN(s). RUNOFF FROM DISTURBED AREAS IS DIVERTED TO SOIL EROSION AND SEDIMENT CONTROL
DEVICES BEFORE LEAVING THE SITE. 1.STONE SIZE- USE 2"STONE,OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. COMPACTED SOI GROUND
2. LENGTH - NOT LESS THAN 50 FEET(EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 EMBED FILTER CLOTH 16"MIN.
CONSTRUCTION SEQUENCE FOR 5. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY SOIL FOOT MINIMUM LENGTH WOULD APPLY). A MIN.OF 6"IN GROUND.
GRADING AND EROSION CONTROL: DISTURBANCE FOR WHICH THEY ARE INTENDED AND SHALL REMAIN IN PLACE UNTIL SOILS ARE 3.THICKNESS- NOT LESS THAN TWELVE(12)INCHES. 4^
PERMANENTLY STABILIZED. 4.WIDTH - FIFTEEN(15)FOOT MINIMUM,BUT NOT LESS THAN THE FULL WIDTH AT POINTS SECTION VIEW
1. INSTALL STABILIZED CONSTRUCTION ENTRANCE. 6. UNDER NO CONDITION SHALL DISCONTINUED CONSTRUCTION ACTIVITIES IN AREAS WITH SOIL WHERE INGRESS OR EGRESS OCCURS.TWENTY-FOUR(24)FOOT IF SINGLE ENTRANCE CONSTRUCTION SPECIFICATIONS
2. CONSTRUCT EROSION CONTROL MEASURES AS SHOWN ON THE PLANS. DISTURBANCES BE LEFT FOR A PERIOD OF GREATER THAN 7 DAYS WITHOUT TEMPORARILY TO SITE.
5. FILTER CLOTH -WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE.
3. GRADE IMPROVEMENTS AREAS WITHIN THE PROJECT SITE.AREAS WHERE STABILIZING THOSE AREAS WITH TEMPORARY SEED AND MULCH.MAINTENANCE OF THOSE 1.WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES
b.SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD
CONSTRUCTION ACTIVITY TEMPORARILY CEASES FOR MORE THAN 7 DAYS AREAS SHALL INCLUDE RESEEDING AND REMULCHING AS NEEDED TO ESTABLISH A CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS OR STAPLES. POSTS SHALL BE STEEL EITHER"T"OR"U"TYPE OR HARDWOOD.
WILL BE STABILIZED WITH A TEMPORARY SEED AND MULCH WITHIN 7 DAYS SATISFACTORY STAND OF GRASS.THERE SHALL BE NO ADDITIONAL PAYMENT FOR RESEEDING IMPRACTICAL,A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 2. FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE
OF THE LAST DISTURBANCE. AND REMULCHING. 7.MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL FENCE WITH TIES SPACED EVERY 24"AT TOP AND MID SECTION.
4. SEED ALL DISTURBED AREAS WITHIN 10 DAYS AFTER FINAL GRADING, PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY,ALL FENCE SHALL BE WOVEN WIRE, 14 GAUGE,6"MAXIMUM MESH OPENING.
CONTRACTOR IS RESPONSIBLE TO RESEED IF GRADING IS NO WET OR FRESH CONCRETE, LEACHATE,MATERIAL,OR DEBRIS SHALL BE ALLOWED TO ESCAPE SEDIMENT SPILLED,DROPPED,WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY 3.WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER-
UNSATISFACTORY. INTO A WATER BODY OR WETLAND, NOR SHALL WASHINGS FROM CONCRETE TRUCKS,MIXERS MUST BE REMOVED IMMEDIATELY. LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X,
5. UPON APPROVAL OF THE TOWN, REMOVE ALL TEMPORARY SILTATION OR OTHER DEVICES BE ALLOWED TO ENTER A WATER BODY OR WETLAND.ANY MATERIAL OR 8.WHEN WASHING IS REQUIRED,IT SHALL BE DONE ON A AREA STABILIZED WITH STONE MIRAFI IOOX,STABILINKA T140N,OR APPROVED EQUIVALENT.
CONTROLS. DEBRIS ACCIDENTALLY DROPPED INTO THE CHANNEL SHALL BE IMMEDIATELY AND COMPLETELY AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 4. PREFABRICATED UNITS SHALL BE GEOFAB,ENVIROFENCE,OR APPROVED EQUIVALENT.
6. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BASED REMOVED AND DEPOSITED IN AN UPLAND AREA. 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH
L� UPON ACTUAL FIELD CONDITIONS AOBE.CONTRACTOR SHALL PROVIDE RAIN 5.MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN
FOR THIS COST IN HIS CONTRACT. 7. AT THE VERY MINIMUM, EROSION CONTROL SHALL BE AS SHOWN ON THIS PLAN. EROSION "BULGES"DEVELOP IN THE SILT FENCE.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SILTATION AND CONTROL MAY CONSIST OF SEDIMENT TRAPS AND/OR ENVIRONMENTAL FENCES. THE
EROSION CONTROL MEASURES FROM INSTALLATION THROUGH CONTRACTOR AND THE DEVELOPER SHALL BE RESPONSIBLE FOR THE INTEGRITY,MAINTENANCE STABILIZED CONSTRUCTION ENTRANCE SILT FENCE DETAIL
MAINTENANCE AND REMOVAL AFTER REVEGETATION HAS BEEN AND REMOVAL OF EROSION CONTROL MEASURES UNTIL NO LONGER DEEMED NECESSARY BY
ESTABLISHED. THE TOWN OR IT'S REPRESENTATIVE. THE CONTRACTOR SHALL MAINTAIN THE STORM SEWER N.T.S. N.T.S. GUNDERMAN ROAD 12�
8. ALL EROSION AND SEDIMENT CONTROL METHODS WILL BE DESIGNED AND SYSTEM UNTIL THE PROJECT IS DEVELOPED AND APPROVED BY THE TOWN AND OWNER.
INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE NEW YORK
STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT
CONTROL o
a
z
NYS DAM D ECOM ISS I O N I N G NOTES: 10.- LESS THAN
CONDUCTORS AND CS:ALL UNDERGROUND
D DIRECT
BURIED ELECTRIC
I(.ASSOCIATED CONDUIT WITH LESS THAN 48-INCHES OF COVER MUST BE
1. DECOMMISSIONING REMOVED, BY MEANS OF CAUSING THE LEAST PROJECT o
2. IF THE OPERATION OF THE GENERATION FACILITY IS PERMANENTLY 12.AMOUNT OF DISTURBANCE AS POSSIBLE. LOCATION
DISCONTINUED, REMOVE ALL ABOVE GROUND STRUCTURES 13.ACCESS ROADS IN AGRICULTURAL AREAS MUST BE REMOVED,UNLESS
FENCE SUPPORT POLE INSTALLATION DETAIL 3. (INCLUDING PANELS, RACKING,SIGNAGE, EQUIPMENT PAD,SECURITY OTHERWISE SPECIFIED BY THE LANDOWNER.IF ACCESS IS TO
N.T.S. FENCING)AND UNDERGROUND UTILITIES IF LESS THAN 48- 14.BE REMOVED,TOPSOIL WILL HAVE TO BE RETURNED FROM RECORDED
4. INCHES DEEP.ALL CONCRETE PIERS, FOOTERS,OR OTHER SUPPORTS MUST BE PROJECT EXCESS NATIVE TOPSOIL DISPOSAL AREAS, IF
REMOVED TO A MINIMUM DEPTH OF 48-INCHES 15.PRESENT,OR IMPORTED TOPSOIL FREE OF INVASIVE SPECIES THAT IS
5. BELOW THE SOIL SURFACE.THE FOLLOWING REQUIREMENTS APPLY TO CONSISTENT WITH THE QUALITY OF TOPSOIL ON THE AFFECTED
ELECTRIC CONDUCTORS LOCATED AT THE RESPECTIVE RANGE 16.SITE. RESTORE ALL AREAS INTENDED FOR AGRICULTURAL PRODUCTION, Town of Danby
6. OF DEPTH BELOW THE SURFACE: ACCORDING TO RECOMMENDATIONS BY THE CURRENT LOCATION SKETCH
7. • 48-INCHES PLUS:ALL UNDERGROUND ELECTRIC CONDUITS AND DIRECT 17•LANDOWNER OR LEASING AGRICULTURAL PRODUCER,AND AS REQUIRED BY NT
BURIED CONDUCTORS MAY BE ABANDONED IN ANY APPLICABLE PERMIT,THE SOIL AND WATER Client:
8. PLACE.APPLICABLE CONDUIT RISERS MUST BE REMOVED,AND ABANDONED 18.CONSERVATION DISTRICT,AND NYSDAM.
CONDUIT MUST BE SEALED OR CAPPED TO 19.MONITORING AND RESTORATION REQUIREMENTS IN ACCORDANCE TO THE
9. AVOID A POTENTIAL TO DIRECT SUBSURFACE DRAINAGE ONTO PRIOR SECTIONS OF THESE GUIDELINES,WILL BE REQUIRED N O R B UT SOLAR
NEIGHBORING LAND USES. 20.FOR THE DECOMMISSION
1241 UNIVERSITY AVE.
ROCHESTER, NY 14607
PASSERO ASSOCIATES
IMPORTANT 242 West Main Street Suite 100 (585)325-1000
MAINTAIN 12" CENTERS BETWEEN BOLT HOLES Rochester,New York 14614 Fax:(585)325-1691
(GAP BETWEEN CHANNELS IS NORMAL) Principal-in-Charge Jess Sudol, PE
3" 3/16�'+�'- Project Manager David Cox, PE
6" 12'• BEND KNOCKOUT ANCHOR PERPENDICULAR TC CHANNEL Designed by Austin Goodwin, EIT.
IN FIELD THEN TWIST 90 �- 4-9/15"
00 a ao 0o ao 00 00 00 1-15/16• 3•
J- SEE PLANS PAVEMENT SECTION
OF NEW
1%3 7/8 SPACES o KNOCKOUT
ANCHORS 3/16- -� �Q��'�p N l EL s y0
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C9 GAUGE=0.125
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FESSIO�P�
4'MIN.(TYP.)
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' 40" SELECT GRANULAR FILL
NYSDOT ITEM 203.07
CD
No. Date By RevisionsDescription
N _ 1 08/30/21 ABG ACCESS DRIVE MOVE PER CLIENT
-III 65 III 2 09/24/21 ABG PER TOMPKINS COUNTY SOIL & WATER
b„ -III- 10/6/21 ABG PER TG MILLER COMMENTS
. • .. (-III .:2:Y IIIIII-
3
I � - 4 11/01/21 ABG PER SHPO COMMENTS
N
L
5 11 OS 21 ABG PER BME WETLAND DELINEATION MAP
I o 0 0 EXTEND RIP RAP END PLACE LARGE STONES SIDE BY -III-I '� 18" Tr. CREEK BOTTOM / /
Q I / \ `:•• TREATMENT 2'ABOVE THE TOP SIDE ON THE BEDDING ;. ..`• -I r r rr 6 11/30/21 ABG PER POI REVISIONS
I I + � I - III-III- 7 12/01/21 ABG PER INCLUSION OF TCSW WETLANDS
/ /\ \ ter` ' ,'% OF ARCH NYSDEC CLASS III, MATERIAL WITH SMOOTH
h I / / \ / / :_ :.•.. � .:,','..::...� � PROPOSED
1 / \\/ \�\\\�\\/ o o FROM TABLE AN FROM NYS SURFACES FACING UP. RIP RAP SCOUR PROTECTION
/ / \ STANDARDS AND
z / /\\ \/\/\�\\\ SPECIFICATIONS FOR EROSION ALUMINUM STRUCTURAL PLATE BOX CULVERT DETAILS NYSDEC CLASS III, FROM TABLE
r / / /\\ \\/\/ / �( o 0 5B.3 FROM NYS STANDARDS AND UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN
Z \\ / \\ `:� AND SEDIMENT CONTROL(TYP) VIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 AND
m a,�.:•,a• ,•':' •• \ •••''''• N.T.S. SPECIFICATIONS FOR EROSION ARTICLE 147 SECTION 7307.THESE PLANS ARE COPYRIGHT PROTECTED
o ' o \\\ CLASS III RIP-RAP PER TABLE 5B.3 AND SEDIMENT CONTROL(TYP)
:•.`ti. /\\ \\/ �\\ \ O O FROM THE NYS STANDARDS AND
`.`'•` o \\j\\��\\/�\\ \\ o 0 0 o o SPECIFICATIONS FOR EROSION
AND SEDIMENT CONTROL
18' MIN NOTES & DETAILS
TENCATE MIRAFI H2Ri
ALUMINUM BASE
'` /\/\\\ \/�\\/ \\ �+ OR APPROVED EQUAL NOTE: PROVIDE CHANNEL
O /\ \ \�\\/\ ANCHORS 9"x2-1/2"ALUMINUM
EVERY 12"PER\\ DETAIL BELOW 3/4'QJ x 3-%2' STRUCTURAL(THICKNESS 0 125'ARCH
N O R B U T SOLAR
NOTES. BY LANE ENTERPRISES OR
ca
APPROVED EQUAL
0
3 �� 1-3/4" Q
/ x
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l. SLOPE SHALL BE GRADED TO 2:1 OR FLATTER PRIOR TO PLACING RIP RAP. 4 12" DANBY SITE
U \ \\%\\\�\��� 2 BURY THE U A S OF M ES
2. PLACE THE FABRIC DIRECTLY ON THE PREPARED FOUNDATION OVERLAP THE EDGES BY AT 3s..
��"' ' :. � � � ... LEAST FEET UPPER AND LOWER END THE FABRIC A MINIMUM OF 12 INC 1"x37/8' � s
+ \\� BELOW GROUND.TAKE PRECAUTIONS NOT TO DAMAGE THE FABRIC BY DROPPING THE KNOCKOUT
'•.a. o \ \ o 0 0
RIPRAP.IF DAMAGE OCCURS, REMOVE THE RIPRAP AND REPAIR THE SHEET BY ADDING ANCHORS 15,• #4 BARS TYP
lie (TYP) Town/City: ITHACA
o \\ Oo �\j\\ o o • a`" ANOTHER LAYER OF FILTER FABRIC WITH A MINIMUM OVERLAP OF 12 INCHES AROUND THE (BEND DOWN
N DAMAGED AREA. AND TWIST) 2' County: TOMPKINS State: NEW YORK
co •'....'�. ,'4 5':.A:' ;. \\\/\ 3. PLACEMENT OF THE RIPRAP SHOULD FOLLOW IMMEDIATELY AFTER PLACEMENT OF THE CONCRETE Project No.
CD STRUCTURAL P LATE .: ' . \\�\\\/\�\j WITHFILTER FABRIC. PLACE RIPRAP SO THAT IT A MINIMUM OF VOIDS.THE DESIRED DISTRIBUTION RIBUT ON OF STONES MS DENSE, DED MASS OF STONE THRO THROUGHOUT THE MASS FOUNDATION(4,000 PS) #4 BARS @ 24"O.C.(TYP)Cq
20213129.0001
a
ISOMETRIC DETAIL \\\\�\� MAY BE OBTAINED BY SELECTIVE LOADING AT THE QUARRY AND CONTROLLED DUMPING
CN _.' '.;• p \ DURING FINAL PLACEMENT.PLACE RIPRAP TO ITS FULL THICKNESS IN ONE OPERATION. DO s„
/ 2 -3g Drawing No. Sheet No.
N N.T.S. NOT PLACE RIPRAP BY DUMPING THROUGH CHUTES OR OTHER METHODS THAT CAUSE
N .`=:q:".': :�: SEGREGATION OF STONE SIZES.BE CAREFUL NOT TO DISLODGE THE UNDERLYING BASE OR ARCH TO FOUNDATION 1
FILTER WHEN PLACING THE STONES. C 2O I 1 1
04
N • ! / RIP-RAP SCOUR 4. ENDS OF THE RIP RAP SHALL BE KEYED INTO A STABLE BANK.WHEN TYING INTO OTHER CONNECTION DETAIL
STRUCTURES, LARGER RIPRAP CAN BE LAID IN STEPS OR STACKED AS NEEDED TO FIT.STONES Scale:
PROTECTION LARGER THAN THOSE DESIGNATED FOR FLOW (12") SHALL BE USED FOR THIS PURPOSE. N.T.S.
z CONCRETE FOUNDATION N/A
W FOUNDATION RIP-RAP INSTALLATION DETAIL
0 SUB-BASE N.T.S. Date
OCTOBER 2021
NOT FOR CONSTRUCTION
GENERAL NOTES:
1. USE OF THIS DETAIL/CRITERION IS LIMITED TO ACCESS ROADS USED ON AN OCCASIONAL BASIS
ONLY (I.E. PROVIDE ACCESS FOR MOWING, EQUIPMENT REPAIR OR MAINTENANCE, ETC.). PASSERO ASSOCIATES
2. LIMITED USE PERVIOUS ACCESS ROAD IS LIMITED TO LOW IMPACT IRREGULAR MAINTENANCE VARIES (24' MAX.)
ACCESS ASSOCIATED WITH RENEWABLE ENERGY PROJECTS IN NEW YORK STATE. engineering architecture
3. REMOVE STUMPS, ROCKS AND DEBRIS AS NECESSARY. FILL VOIDS TO MATCH EXISTING NATIVE
SOILS AND COMPACTION LEVEL. v
4. REMOVED TOPSOIL MAY BE SPREAD IN ADJACENT AREAS AS DIRECTED BY THE PROJECT
ENGINEER. COMPACT TO THE DEGREE OF THE NATIVE INSITU SOIL. DO NOT PLACE IN AN AREA GRAVEL MATERIAL EXISTING GRADE
THAT IMPEDES STORMWATER DRAINAGE. o CUT LINE EXISTING
y VARIES (24' MAX.) GRADE
5. GRADE ROADWAY, WHERE NECESSARY, TO NATIVE SOIL AND DESIRED ELEVATION. MINOR
GRADING FOR CROSS SLOPE CUT AND FILL MAY BE REQUIRED. W FILL CUT AREA WITH
GRAVEL MATERIAL
6. REMOVE REFUSE SOILS AS DIRECTED BY THE PROJECT ENGINEER. DO NOT PLACE IN AN AREA W W 00
THAT IMPEDES STORMWATER DRAINAGE. 2% SLOPE
7. ROADWAY WIDTH TO BE DETERMINED BY CLIENT. 4/ 3 MAX.
W GEOGRID MATERIAL 1� ��\� �U \� RESTORE EXPOSED
8. THE LIMITED USE PERVIOUS ACCESS ROAD CROSS SLOPE SHALL BE 2% IN MOST CASES AND �, J�� �� �� �� SOILS. INSTALL
SHOULD NOT EXCEED 6%. THE LONGITUDINAL SLOPE OF THE ACCESS DRIVE SHOULD NOT / \/ j �\\ ��,���,���,���,���,\���\ j\��j /'����j��j��j����\\ EROSION CONTROL
EXCEED 15%. \�j\�j\ ��i //\�� �j��i MATTING AS REQUIRED.
9. LIMITED USE PERVIOUS ACCESS ROAD IS NOT INTENDED TO BE UTILIZED FOR CONSTRUCTION REMOVE EXISTING
SOILS AS NEEDED
WHICH MAY SUBJECT THE ACCESS TO SEDIMENT TRACKING. THIS SPECIFICATION IS TO BE v w FILL WITH REMOVED
DEVELOPED FOR POST-CONSTRUCTION USE. SOIL RESTORATION PRACTICES MAY BE APPLICABLE NATIVE SOIL, COMPACTED EXISTING INSTALL CHECK DAMS OR
TO RESTORE CONSTRUCTION RELATED COMPACTION TO PRE-EXISTING CONDITIONS AND SHOULD SUBGRADE GEOGRID UNDER ANCHORED STABILIZATION
TO MATCH EXISTING SOILS GEOWEB GEOWEB SYSTEM.
BE VERIFIED BY SOIL PENETROMETER READINGS. THE PENETROMETER READINGS SHALL BE MATERIAL IN DRAINAGE
COMPARED TO THE RESPECTIVE RECORDED READINGS TAKEN PRIOR TO CONSTRUCTION, EVERY LIMITED USE ACCESS ROAD AND STABILIZED WITH SYSTEM GEOTEXTILE FABRIC TO CHANNEL
100 LINEAR FEET ALONG THE PROPOSED ROADWAY. TO BE FLUSH WITH ANCHORED MATTING BE USED IN PLACID
ENTRANCE AND MATCH SECTION SOIL AREAS ONLY
10. TO ENSURE THAT SOIL IS NOT TRACKED ONTO THE LIMITED USE PERVIOUS ACCESS ROAD, IT EXISTING ELEVATION
SHALL NOT BE USED BY CONSTRUCTION VEHICLES TRANSPORTING SOIL, FILL MATERIAL, ETC. IF PLAN NOTE:
THE LIMITED USE PERVIOUS ACCESS IS COMPLETED DURING THE INITIAL PHASES OF 1. THE ROADSIDE DITCH SHALL BE DESIGNED IN ACCORDANCE WITH THE NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND
CONSTRUCTED AND UTILIZED TO REMOVE SEDIMENT FROM CONSTRUCTION VEHICLES AND EXISTING
CONSTRUCTION, A STANDARD NEW YORK STATE STABILIZED CONSTRUCTION ACCESS SHALL BE VARIES (24' MAX.) SEDIMENT CONTROLS FOR GRASSED AND VEGETATED WATERWAYS. ADDITIONAL DETAILS WILL BE PROVIDED SPECIFIC TO THE SITE DESIGN.
EQUIPMENT PRIOR TO ENTERING THE LIMITED USE PERVIOUS ACCESS ROAD FROM ANY LOCATION EXISTING GRADE ZGRADE
ON, OR OFF SITE. MAINTENANCE OF THE PERVIOUS ACCESS ROAD WILL BE REQUIRED IF z CUT LINE LIMITED USE PERVIOUS ACCESS ROAD - 10% AND GREATER SLOPES WITH DITCH
SEDIMENT IS OBSERVED WITHIN THE CLEAN STONE. 2
SCALE:N.T.S. GUNDERMAN ROAD �23
11. THE LIMITED USE PERVIOUS ACCESS ROAD SHALL NOT BE CONSTRUCTED OR USED UNTIL ALL f
AREAS SUBJECT TO RUNOFF ONTO THE PERVIOUS ACCESS HAVE ACHIEVED FINAL STABILIZATION. C�/C��C^�
12. PROJECTS SHOULD AVOID INSTALLATION OF THE LIMITED USE PERVIOUS ACCESS ROAD IN \�����\�� //�j/1 \7�\ \�
POORLY DRAINED AREAS, HOWEVER IF NO ALTERNATIVE LOCATION IS AVAILABLE, THE PROJECT
SHALL UTILIZE WOVEN GEOTEXTILE MATERIAL AS DETAILED IN FOLLOWING NOTES. a
FILL CUT AREA WITH EXISTING z
GRAVEL MATERIAL SUBGRADE GEOGRID MATERIAL
13. THE DRAINAGE DITCH IS OFFERED IN THE DETAIL FOR CIRCUMSTANCES WHEN CONCENTRATED
FLOW COULD NOT BE AVOIDED. THE INTENTION OF THIS DESIGN IS TO MINIMIZE ALTERATIONS TO o
HYDROLOGY, HOWEVER WHEN DEALING WITH 5%-15% GRADES NOT PARALLEL TO THE CONTOUR, PROJECT a
A ROADSIDE DITCH MAY BE REQUIRED. THE NYS STANDARDS AND SPECIFICATIONS FOR EROSION LOCATION
AND SEDIMENT CONTROLS FOR GRASSED WATERWAYS AND VEGETATED WATERWAYS ARE
APPLICABLE FOR SIZING AND STABILIZATION. DIMENSIONS FOR THE GRASSED WATERWAY LIMITED USE PERVIOUS ACCESS ROAD - 0% TO 10% SLOPES
SPECIFICATION WOULD BE DESIGNED FOR PROJECT SPECIFIC HYDROLOGIC RUNOFF CALCULATIONS, 1
AND A SEPARATE DETAIL FOR THE SPECIFIC GRASSED WATERWAY WOULD BE INCLUDED IN THIS SCALE:N.T.S.
PRACTICE. RUNOFF DISCHARGES WILL BE SUBJECT TO THE OUTLET REQUIREMENTS OF THE
REFERENCED STANDARD. INCREASED POST-DEVELOPMENT RUNOFF FROM THE ASSOCIATED
ROADSIDE DITCH MAY REQUIRE ADDITIONAL PRACTICES TO ATTENUATE RUNOFF TO
PRE-DEVELOPMENT CONDITIONS.
Town of Danby
14. IF A ROADSIDE DITCH IS NOT UTILIZED TO CAPTURE RUNOFF FROM THE ACCESS ROAD, THE LOCATION SKETCH
PERVIOUS ACCESS ROAD WILL HAVE A WELL-ESTABLISHED PERENNIAL VEGETATIVE COVER,
WHICH SHALL CONSIST OF UNIFORM VEGETATION (I.E. BUFFER), 20 FEET WIDE AND PARALLEL TO Client:
THE DOWN GRADIENT SIDE OF THE ACCESS ROAD. POST-CONSTRUCTION OPERATION AND
MAINTENANCE PRACTICES WILL MAINTAIN THIS VEGETATIVE COVER TO ENSURE FINAL
STABILIZATION FOR THE LIFE OF THE ACCESS ROAD.
15. THE DESIGN PROFESSIONAL MUST ACCOUNT FOR THE LIMITED USE PERVIOUS ACCESS ROAD IN N O R B U T SOLAR
THEIR SITE ASSESSMENT/HYDROLOGY ANALYSIS. IF THE HYDROLOGY ANALYSIS SHOWS THAT THE 00 1 1241 UNIVERSITY AVE.
HYDROLOGY HAS BEEN ALTERED FROM PRE- TO POST-DEVELOPMENT CONDITIONS (SEE o
APPENDIX A OF GP-0-15-002 FOR THE DEFINITION OF "ALTER THE HYDROLOGY..."), THE ISOMETRIC ROCHESTER, NY 14607
DESIGN MUST INCLUDE THE NECESSARY DETENTION/RETENTION PRACTICES TO ATTENUATE THE PO
RATES (10 AND 100 YEAR EVENTS) TO PRE-DEVELOPMENT CONDITIONS.
GEOGRID MATERIAL NOTES:
1. THE GEOGRID, OR COMPARABLE PRODUCT, IS INTENDED FOR USE FOR ALL CONDITIONS, IN VARIES (24' MAX.) PASSERO ASSOCIATES
ORDER TO ASSIST IN MATERIAL SEPARATION FROM NATIVE SOILS AND PRESERVE ACCESS LOADS. ISOMETRIC
242 West Main Street Suite 100 (585)325-1000
2. GRAVEL FILL MATERIAL SHALL CONSIST OF 1-4" CLEAN, DURABLE, SHARP-ANGLED CRUSHED Rochester,New York 14614 Fax:(585)325-1691
STONE OF UNIFORM QUALITY, MEETING THE SPECIFICATIONS OF NYSDOT ITEM 703-02, SIZE y
DESIGNATION 3-5 OF TABLE 703-4. STONE MAY BE PLACED IN FRONT OF, AND SPREAD WITH, ��8 F Principal-in-Charge Jess Sudol, PE
A TRACKED VEHICLE. GRAVEL SHALL NOT BE COMPACTED. GRAVEL MATERIAL Ti'36 Project Manager David Cox, PE
3. GEOGRID SHALL BE MIRAFI BXG110 OR APPROVED EQUAL. GEOGRID SHALL BE DESIGNED BASED MJ > ISSUED AS FINAL os/zo/zo19 Designed by Austin Goodwin, EIT.
ON EXISTING SOIL CONDITIONS AND PROPOSED HAUL ROAD SLOPES. �� NO. REVISION DATE
COLLAPSED
4. IF MORE THAN ONE ROLL WIDTH IS REQUIRED, ROLLS SHOULD OVERLAP A MINIMUM OF SIX PQ
INCHES. p QF NEW Y
5. REFER TO MANUFACTURER'S SPECIFICATION FOR PROPER TYING AND CONNECTIONS. W W u
6. LIMITED USE PERVIOUS ACCESS ROAD SHALL BE TOP DRESSED AS REQUIRED WITH ONLY 1-4"
PLAN
CRUSHED STONE MEETING NYSDOT ITEM 703-02 SPECIFICATIONS. GEOWEB SYSTEM ; q
BASIS OF DESIGN: TENCATE MIRAFI BXG110 GEOGRIDS; 365 SOUTH HOLLAND DRIVE, PENDERGRASS, 1
GA;800-685-9990 OR 706-693-2226; WWW.MIRAFI.COM 41 ® tart
GEOWEB MATERIAL NOTES: \11 4
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v
TrRC
1. THE GEOWEB, OR COMPARABLE PRODUCT, IS SUGGESTED FOR USE ON ROAD PROFILES � TRC Engineers,Inc. FESSIONP
EXCEEDING 10%. THE GEOWEB PRODUCT IS INTENDED TO LIMIT SHIFTING STONE MATERIAL 215 Greenfield Parkway
DURING USE. PERVIOUS ROAD TO BE
FLUSH WITH ENTRANCE AND GF`� Liverpool,NY 13088
2. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. MATCH EXISTING ELEVATION www.trccompanies.com
Revisions
3. WHERE REQUIRED, A NATIVE SOIL WEDGE SHALL BE PLACED TO ACCOMMODATE ROAD CROSS PLAN No. Date By Description
SLOPE OF 2%. NATIVE SOIL SHALL BE COMPACTED TO MATCH EXISTING SOIL CONDITIONS.
1 08/30/21 ABG ACCESS DRIVE MOVE PER CLIENT
4. GRAVEL FILL MATERIAL SHALL CONSIST OF 1-4" CLEAN, DURABLE, SHARP-ANGLED CRUSHED la 2 09/24/21 ABG PER TOMPKINS COUNTY SOIL & WATER
STONE OF UNIFORM QUALITY, MEETING THE SPECIFICATIONS OF NYSDOT ITEM 703-02, SIZE VARIES (24' MAX.) EXISTING o 3 10/6/21 ABG PER TG MILLER COMMENTS
DESIGNATION 3-5 OF TABLE 703-4. STONE MAY BE PLACED IN FRONT OF, AND SPREAD WITH, GRADE 4 11/01/21 ABG PER SHPO COMMENTS
A TRACKED VEHICLE. GRAVEL SHALL NOT BE COMPACTED.
EXISTING GRADE �� 5 11/08/21 ABG PER BME WETLAND DELINEATION MAP
5. GEOWEB SYSTEM SHALL BE PRESTO GEOSYSTEM GEOWEB OR APPROVED EQUAL. GEOWEB SHALL CUT LINE 6 11/30/21 ABG PER P01 REVISIONS
BE DESIGNED BASED ON EXISTING SOIL CONDITIONS AND PROPOSED HAUL ROAD SLOPES. 00 2% SLOPE � 7 12/01/21 ABG PER INCLUSION OF TCSW WETLANDS
6. LIMITED USE PERVIOUS ACCESS ROAD SHALL BE TOP DRESSED AS REQUIRED WITH ONLY 1-4" �j��j��%\� RESTORE EXPOSED
CRUSHED STONE, SIZE 3A, MEETING NYSDOT ITEM 703-02 SPECIFICATIONS. 3 MAX. SOILS. INSTALL FkA
EROSION CONTROL Q� UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN
7. THE TOP EDGES OF ADJACENT CELL WALLS SHALL BE FLUSH WHEN CONNECTING. ALIGN THE MATTING AS REQUIRED. CFO VIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 AND
I-SLOTS FOR INTERLEAF AND END TO END CONNECTIONS. THE GEOWEB PANELS SHALL BE /�j�/�/\�j ��j��j��/��j� ��j��j ��� / �� ARTICLE 147 SECTION 7307.THESE PLANS ARE COPYRIGHT PROTECTED
CONNECTED WITH ATRA KEYS AT EACH INTERLEAD AND END TO END CONNECTIONS. REFER TO �� \ �\ ����\��j\��//�� \� `\ \� \� \� �\ SYSTEM UNDER GEOWEB Ty
MANUFACTURER'S SPECIFICATION FOR PROPER INSTALLATION, TYING AND CONNECTIONS.
GEOWEB SYSTEM FABRIC TO BE USED IN
BASIS OF DESIGN: PRESTO GEOSYSTEMS GEOWEB; 670 NORTH PERKINS STREET, APPLETON, WI; FILL CUT AREA REMOVE PLACID SOIL AREAS NOTES & DETAILS
800-548-3424 OR 920-738-1222; INFO@PRESTOGEO.COM; FILL WITH REMOVED WITH GRAVEL EXISTING SOILS ONLY DRAWING TITLE:
WWW.PRESTOGEO.COM NATIVE SOIL, COMPACTED EXISTING MATERIAL AS NEEDED
TO MATCH EXISTING SOILS SUBGRADE
AND STABILIZED WITH PERFORATED STRIP WITH I-SLOT LIMITED USE PERVIOUS
WOVEN GEOTEXTILE MATERIAL NOTES: ANCHORED MATTING SECTION EXPANDED PERSEPECTIVE ACCESS ROAD DETAIL
1. SPECIFIED GEOTEXTILE WILL ONLY BE UTILIZED IN PLACID SOILS. PLACID SOILS CONSIST OF N O R B UT SOLAR
POORLY DRAINED SOILS COMPOSED OF FINELY TEXTURED PARTICLES AND ARE PRONE TO LIMITED USE PERVIOUS ACCESS ROAD - 10% AND GREATER SLOPES w GEOWEB SYSTEM SCALE: N.T.S.
RUTTINGROUPG(HSG)CID OF COILS AE TYPICALLY PRESENT OR DR OR AS SPCIFIED FROM IN LOW-LYING
OENVIRONMENTALAREAS
SCIENTIST, SOIL SOILS 3 SCALE:N.T.S. SCALE:N.T.S. DATE: 05/17/2019 DAN BY SITE
SCIENTIST, OR GEOTECHNICAL DATA. DRAWN BY: CAK
2. THE CONCERN FOR POTENTIAL REDUCTION OF NATIVE INFILTRATION RATES DUE TO THE CHECKED BY: SML
GEOTEXTILE MATERIAL WOULD NOT BE A SIGNIFICANT CONCERN IN POORLY DRAINED SOILS PROJECT: Town/City: ITHACA
WHERE SEGREGATION OF PERVIOUS STONE AND NATIVE MATERIALS IS CRUCIAL FOR LONG TERM
OPERATION AND MAINTENANCE. DRAWING NO.: County: TOMPKINS State: NEW YORK
BASIS OF DESIGN: TENCATE MIRAFI RSi-SERIES WOVEN GEOSYNTHETICS; 365 SOUTH HOLLAND Project No.
DRIVE, PENDERGRASS, GA;800-685-9990 OR 706-693-2226; WWW.MIRAFI.COM 20213129.0001
NYSDEC APPROVED PERVIOUS GRAVEL Drawing No. Sheet No.
ACCESS ROAD C 202 12
N.T.S.
Scale:
N/A
Date
OCTOBER 2021
NOT FOR CONSTRUCTION
-- ` `° MATCH LINE C 109 SF PROPOSED SILT ; \ - \ MATCH LINE C 109 HORIZONTAL SCALE
/ / / / ---- - - - -- _ _ I' \� ) I \ �\ \\ \� � 40 0 20 40 80
\ -
( :N88 44 .? R \ \ \ \ \ SCALE:1"=40'
_ \ \ °' 26 prYl / l / I• \ I _� ° 1 •! < \, 48' \ ��- NYSDEC APPROVED PERVIOUS ACCESS \ \ \ \ \ /��
t - \ \ S \ \ DRIVE PER DETAIL. PERVIOUS ACCESS \ \ \\ \ �� i y \- » DRIVE ENDS AT PROPOSED GATE
- \I \ N78 29 29 W (DEED)_ -- , s \ �° - - --
1 I t > PROPOSED SILT
rG i'A-- \ s . 3 \ FENCE
c \ �
, PROPOSED 20'DOUBLE SWING BARRIER GATE WITH LOCK AND PASSERO ASSOCIATES
,, ` OPTIONAL ARM GATE&POST SAFETY TAPE KIT.PRODUCED BY \ / 7 \
s / RE-BAR I \ \ \ \\ \ �, c1J �/1�)
�7 BARRIER GATE BRANDS OR APPROVED EQUAL. \Z \� _ _ - _ - �/�J �// �Q\\\\ engineering architecture
W-0.3' GAS MARKER
S-0.3' \\ \\ ~ \\\ \ I F`O EXISTING ACCESS DRIVE FOR#54 BALD �\ LEGEND.
\ \ _
l 1 \� i \ "� �, \ HILL ROAD TO MAINTAIN EXISTING \ \` \I------� - - - - - _ _� O
PROPERTY BOUNDARY
CHARACTERISTICS. \ - -
P.O.W. - - R.O.W.
INV.=1258.32', EXISTING CENTER
TO BE REMOVED \ —
\ \\ \ PROPOSED SILT \ \ \ \ \ \ W W W // /, // / \ \\ 1 ^\\\ \ ` -` 1 \ \ \\ \ \ --- —_ S � � — — — LINEROAD
\ \ \ FENCE TO BE \ - \ ETLAND AREA \\ \W W W ,� / / / \ I I \ \ D-5 \ \ _ \ \ \
\ � , � � � '� r \ •\ �� \i• \ _ ------- EXISTING MAJOR
INSTALLED \ B" \ W / / / 15' GHT OF AY PER / \y \ \ 12"END 1 \_ \ ---- --- \ - 520-----
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In 1. MAP PREPARED BY T.G. MILLER P.C. ENTITLED "SURVEY MAP SHOWING LANDS TO BE 242 WEST MAIN STREET,SUITE 100 (585)325-1000
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CONVEYED TO EDWARD L. INMAN AND DONNA B. INMAN" INSTRUMENT NO. ROCHESTER,NY 14614 Fax: (585)760-8580
0 517907-005 Principal-in-Charge David L. Cox, PE
o EXCEPTIONS: 2. MAP PREPARED BY T.G. MILLER P.C. ENTITLES "SURVEY MAP NO. 40 BALD HILL Project Manager Robert A. Vento, PLS
N REFERENCE: TITLE COMMITMENT PREPARED BY STEWART TITLE HAVING NO. 71148269 ROAD" INSTRUMENT NO. 524588-003 Drafted by Alan J. Snyder, PLS
M 3. MAP PREPARED BY T.G. MILLER P.C. ENTITLED "PORTION OF LANDS OF ROSEMARY M.
o WITH AN EFFECTIVE DATE OF APRIL 5, 2021 LONG" DRAWER 100 Client:
N 4. MAP PREPARED MACDOWELL PLS "MAP OF A SURVEY 3 PARCELS OF LAND OWNED NORBUT SOLAR FARM, LLC
} 1. EASEMENT GRANTED BY W.E. TAUBMAN AND WINIFRED TAUBMAN TO NEW YORK STATE ELECTRIC & GASbi BY RICHARD C. & ESTHER W. OLSON" LIBER 1970 OF DEEDS, PAGE 1-6 1241 UNIVERSITY AVENUE
CORPORATION, DATED MAY 3, 1929 AND RECORDED JULY 17, 1929 IN LIBER 218 OF DEEDS, PAGE 386. 5. MAP PREPARED BY T.G. MILLER P.C. ENTITLED "SURVEY MAP SHOWING LANDS OF
(SHOWN HEREON) ROCHESTER, NY, 14614
N 2. EASEMENT GRANTED BY DONNA B. INMAN TO NEW YORK STATE ELECTRIC & GAS CORPORATION, DATED JEFFERY & ERIKA BENSON" DRAWER RR, 53 ATTN: CURTIS RAYMOND
APRIL 11, 1988 AND RECORDED MAY 3, 1988 IN LIBER 635 OF DEEDS, PAGE 635. (SHOWN HEREON) 6. MAP PREPARED BY T.G. MILLER P.C. ENTITLED "SURVEY MAP A PORTION OF LANDS CURTIS@NORBUTSOLARFARMS.COM
LLJ 3. EASEMENT GRANTED BY DONNA B. INMAN TO NEW YORK STATE ELECTRIC & GAS CORPORATION, DATED OF DONNA CRISPELL INMAN" DRAWER R, 40 (585) 504-2200
o MARCH 12, 1992 AND RECORDED MAY 18, 1992 IN LIBER 675 OF DEEDS, PAGE 1.(SHOWN HEREON) 7. MAP PREPARED BY T.G. MILLER P.C. ENTITLED "SURVEY MAP A PORTION OF LANDS
'5 4. RIGHT OF WAY RECITED IN DEED RECORDED JANUARY 3, 2001 IN LIBER 895 OF DEEDS, PAGE 51, OF DONNA CRISPELL INMAN" DRAWER P, 160 "NSF DANBY
1 SUBJECT TO CONDITIONS AND RIGHTS PERTAINING THERETO AS RECITED IN DEED RECORDED NOVEMBER 8. MAP PREPARED BY JON D. HAIGHT ENTITLED "MAP SHOWING LANDS OF DANIEL R. &
'5 16, 2007 AS INSTRUMENT NO. 517907-001.(SHOWN HEREON) EVE C. BROWN" DRAWER N, 121 SUBDIVISION PLAT"
m 5. ENCROACHMENT AGREEMENT RECORDED SEPTEMBER 4, 2018 AS INSTRUMENT NO. 2018-10053.(SHOWN 9. MAP PREPARED BY T.G. MILLER P.C. ENTITLED "SURVEY MAP PORTION OF LANDS OF BEING A SUBDIVISION OF: TAX ACCT. NO.
HEREON) DONNA CRISPELL INMAN" DRAWER EE, 7 CERTIFICATION: io-i-21.122
6. AGREEMENT RECORDED OCTOBER 11, 2018 AS INSTRUMENT NO. 2018-11659. (SHOWN HEREON) 10. MAP PREPARED BY GEORGE SCHLECHT ENTITLED "RESURVEY FOR DAVID A. AND LANDS NOW OR FORMERLY OF RUSSELL H.
0 7. PROPERTY SUBJECT TO A OIL AND GAS LEASE MADE BY IRVEY T. HOOVER AND NELLIE L. HOOVER TO MARCIA RADIN" DRAWER V, 26 WE, PASSERO ASSOCIATES, CERTIFY THAT THIS MAP WAS PREPARED USING
CHARLES E. FRALICK DATED SEPTEMBER 30, 1948 AND RECORDED JANUARY 12, 1949 IN LIBER 317 OF AND KIM B. NITCHMAN
0 11. MAP PREPARED ROBERT S. RUSSLER JR. PLS ENTITLED "MAP OF A SURVEY 3 PORTIONS OF THE REFERENCE MATERIAL AS LISTED HEREON AND FROM
DEEDS, PAGE 250. (NOT PLOTTABLE) PARCELS OF LAND OWNED BY RICHARD C. & ESTHER W. OLSON" DRAWER Q, 128 NOTES OF AN INSTRUMENT SURVEY COMPLETED JUNE 14, 2021. THIS SITUATED ON THE NORTHWESTERLY SIDE OF
0 8. PROPERTY SUBJECT TO A OIL AND GAS LEASE MADE BY EDWARD L. INMAN AND DONNA B. INMAN TO BALD HILL ROAD,TOWN OF DANBY, COUNTY OF
0 12. MAP PREPARED BY T.G. MILLER P.C. ENTITLED "SURVEY MAP SHOWING LANDS TO BE
o NORTHEAST ENERGY GROUP DATED AUGUST 31, 2000 AND RECORDED OCTOBER 23, 2000 IN LIBER PARCEL IS SUBJECT TO ANY EASEMENTS OR ENCUMBRANCES OF RECORD. TOMPKINS, NEW YORK STATE
m 889 OF DEEDS, PAGE 264. (NOT PLOTTABLE) CONVEYED BY INMAN TO SEELEY" LIBER 708 OF DEEDS, PAGE 6 NO CERTIFICATION IS EXTENDED TO INFORMATION NOT REFERENCED.
N 13. MAP PREPARED BY T.G. MILLER P.C. ENTITLED "SURVEY MAP NO. 94 BALD HILL BEING PART OF LOT 28 AND A PART OF LOT 35 IN
'2 ROAD" INSTRUMENT NO. 2018-10052 THE NORTHWEST SECTION OF TOWNSHIP 7 OF
0 14. MAP PREPARED BY REGAN LAND SURVEYING ENTITLED "SURVEY MAP LANDS OF of NEW THE WATKINS AND FLINTS PURCHASE
RICHARD D. BOGUSCH" INSTRUMENT NO. 2018-07356 `Q��RZ A• VF y0
N 15. DEEDS FILED IN THE TOMPKINS COUNTY CLERKS OFFICE SHOWN HEREON. p� NT0�f Project No.
,2 16. TITLE COMMITMENT PREPARED BY STEWART TITLE HAVING NO. 71148269 WITH AN 20213129. 0001
N EFFECTIVE DATE OF APRIL 5, 2021
j 17. MAP PREPARED BY T.G. MILLER P.C. ENTITLED "SURVEY MAP SHOWING A PORTION I
N OF LANDS OF ROBERT AND ELIZABETH ROE" INSTRUMENT CD2510-4234 �$cEL91°� O Drawing No. Sheet No.
j ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED n��SFO 04970� S�R SUB- 1 1 of 3
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U) CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE ROBERTA.VENTO N.Y.S.P.L.S.N0.049701 DATE 1 - 80'
0 PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS
3 BEHALF TO THE AGENCIES LISTED HEREON. CERTIFICATIONS bvento@passero.com
ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR Date
m SUBSEQUENT OWNERS.
} JUNE 2021