HomeMy WebLinkAbout01 - NSF Danby Consolidated Submission Package 04_26_22
April 26, 2022
Town of Danby
Attn: Mr. West
1830 Danby Road
Danby, NY
Re: NSF Danby Response Package – 04/26/22
Dear Mr. West:
On Behalf of our client, Norbut Solar Farms, LLC. Attached to this letter is the latest consolidated
application package for the Norbut Solar Danby Project.
Below are any revisions made to the materials since their original submission dates:
SECTION 2: Long Environmental Assessment Form – Revised 03/29/22
Revisions to section E.2.O regarding the northern harrier study.
(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 03/29/22
Revisions are to address the comments from the NYSDEC and TCSW (comments are
provided in Appendices F & G)
(01/04/22)Revisions are to address comments from the NYSDEC (those comments were
provided to the town on 01/10/22).
(12/06/21)Revisions are for new solar array layout to avoid wetlands described in BME
Wetlands report. Array layout stays within setbacks & regulated stream buffers set
previously. The design also incorporates a new POI location 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.
Page 2 of 3
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.
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 03/29/22
Revisions are to address the comments from the NYSDEC and TCSW (comments are
provided in Appendices F & G)
(01/04/22) Revisions are to address comments from the NYSDEC (those comments were
provided to the town on 01/10/22).
(12/06/22) 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.
Page 3 of 3
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.
APPENDIX H: Wetland Delineation Report – 04/26/22
A joint wetland delineation report in a coordinated effort between BME and Delta
Engineers is included in this package. NSF has requested that the project be considered as
submitted and that the Planning Board authorize installation of panels over new areas of
lower quality wetlands identified in the joint report. The project has been designed to avoid
wetlands identified in the previously submitted wetland delineation completed by BME
Engineers.
(09/02/21)At the request of the Town, an additional wetland delineation map and report is
being created by a third party team and will be submitted when completed. The BME
wetland delineation report has been previously submitted.
Sincerely,
David L. Cox, PE MBA
Associate|Civil Department Manager
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) – 03/29/22
SECTION 3: Solar Array Civil Design Plans (Revised) – 03/29/22
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) – 03/29/22
*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 (Additional) – 03/29/22
APPENDIX G: Response Letter to TG Miller & NYSDEC – 03/29/22
APPENDIX H: Wetland Delineation Report
by BME Associates & Delta Engineers – 04/26/22
Nathan E. Vander Wal, Esq.
T 585-263-1312
nvanderwal@nixonpeabody.com
1300 Clinton Square
Rochester, NY 14604-1792
585-263-1000
4822-9466-6992.1
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.-1-21.122, 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.-1-21.122 (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
Page 2
• 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
06/29/2021
Rev. June 27, 2019
AGRICULTURAL DATA STATEMENT
Town of Danby Tax Parcel No. _______________
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
__________________________________________________________________
Mailing Address
__________________________________________________________________
Description of Project________________________________________________
__________________________________________________________________
__________________________________________________________________
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. ________________________________________________________________
2. ________________________________________________________________
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.
Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan,
Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand),
NGCC, (c) OpenStreetMap contributors, and the GIS User Community
Agricultural District Review 2019
Ü
0.5 0 0.5 1 1.5 2 2.5 30.25
Miles
TOWN OF DANBY
Removals
Additions
Agricultural District 1
Agricultural District 2
Municipal Boundaries
Page 1 of 13
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:
Project Location (describe, and attach a general location map):
Brief Description of Proposed Action (include purpose or need):
Name of Applicant/Sponsor: Telephone:
E-Mail:
Address:
City/PO: State: Zip Code:
Project Contact (if not same as sponsor; give name and title/role): Telephone:
E-Mail:
Address:
City/PO:State: Zip Code:
Property Owner (if not same as sponsor): Telephone:
E-Mail:
Address:
City/PO:State: Zip Code:
Page 2 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)
Required
Application Date
(Actual or projected)
a.City Counsel, Town Board, 9 Yes 9 No
or Village Board of Trustees
b. City, Town or Village 9 Yes 9 No
Planning Board or Commission
c.City, Town or 9 Yes 9 No
Village Zoning Board of Appeals
d. Other local agencies 9 Yes 9 No
e. County agencies 9 Yes 9 No
f. Regional agencies 9 Yes 9 No
g. State agencies 9 Yes 9 No
h. Federal agencies 9 Yes 9 No
i. Coastal Resources.
i.Is the project site within a Coastal Area, or the waterfront area of a Designated Inland Waterway?9 Yes 9 No
ii.Is the project site located in a community with an approved Local Waterfront Revitalization Program? 9 Yes 9 No
iii. Is the project site within a Coastal Erosion Hazard Area?9 Yes 9 No
C. Planning and Zoning
C.1. Planning and zoning actions.
Will administrative or legislative adoption, or amendment of a plan, local law, ordinance, rule or regulation be the 9 Yes 9 No
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 9 Yes 9 No
where the proposed action would be located?
If Yes, does the comprehensive plan include specific recommendations for the site where the proposed action 9 Yes 9 No
would be located?
b. Is the site of the proposed action within any local or regional special planning district (for example: Greenway; 9 Yes 9 No
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, 9 Yes 9 No
or an adopted municipal farmland protection plan?
If Yes, identify the plan(s):
________________________________________________________________________________________________________
________________________________________________________________________________________________________
________________________________________________________________________________________________________
Page 3 of 13
C.3. Zoning
a. Is the site of the proposed action located in a municipality with an adopted zoning law or ordinance.9 Yes 9 No
If Yes, what is the zoning classification(s) including any applicable overlay district?
_________________________________________________________________________________________________________
_________________________________________________________________________________________________________
b. Is the use permitted or allowed by a special or conditional use permit?9 Yes 9 No
c. Is a zoning change requested as part of the proposed action?9 Yes 9 No
If Yes,
i.What is the proposed new zoning for the site? ___________________________________________________________________
C.4. Existing community services.
a. In what school district is the project site located? ________________________________________________________________
b. What police or other public protection forces serve the project site?
_________________________________________________________________________________________________________
c. Which fire protection and emergency medical services serve the project site?
__________________________________________________________________________________________________________
d. What parks serve the project site?
__________________________________________________________________________________________________________
__________________________________________________________________________________________________________
D. Project Details
D.1. Proposed and Potential Development
a. What is the general nature of the proposed action (e.g., residential, industrial, commercial, recreational; if mixed, include all
components)?
_________________________________________________________________________________________________________
b. a. Total acreage of the site of the proposed action?_____________ acres
b. Total acreage to be physically disturbed?_____________ acres
c. Total acreage (project site and any contiguous properties) owned
or controlled by the applicant or project sponsor?_____________ acres
c. Is the proposed action an expansion of an existing project or use?9 Yes 9 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? 9 Yes 9 No
If Yes,
i.Purpose or type of subdivision? (e.g., residential, industrial, commercial; if mixed, specify types)
________________________________________________________________________________________________________
ii. Is a cluster/conservation layout proposed? 9 Yes 9 No
iii.Number of lots proposed? ________
iv.Minimum and maximum proposed lot sizes? Minimum __________ Maximum __________
9 Yes 9 No
_____ months
_____
_____ month _____ year
e.Will the proposed action be constructed in multiple phases?
i.If No, anticipated period of construction:
ii.If Yes:
•Total number of phases anticipated
•Anticipated commencement date of phase 1 (including demolition)
•Anticipated completion date of final phase _____ month _____year
•Generally describe connections or relationships among phases, including any contingencies where progress of one phase may
determine timing or duration of future phases: _______________________________________________________________
____________________________________________________________________________________________________
____________________________________________________________________________________________________
Page 4 of 13
f. Does the project include new residential uses?9 Yes 9 No
If Yes, show numbers of units proposed.
One Family Two Family Three Family Multiple Family (four or more)
Initial Phase ___________ ___________ ____________ ________________________
At completion
of all phases ___________ ___________ ____________ ________________________
g. Does the proposed action include new non-residential construction (including expansions)? 9 Yes 9 No
If Yes,
i. Total number of structures ___________
ii.Dimensions (in feet) of largest proposed structure: ________height; ________width; and _______ length
iii.Approximate extent of building space to be heated or cooled: ______________________ square feet
h. Does the proposed action include construction or other activities that will result in the impoundment of any 9 Yes 9 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: 9 Ground water 9 Surface water streams 9 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? 9 Yes 9 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? 9 Yes 9 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?9 Yes 9 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 9 Yes 9 No
into any existing wetland, waterbody, shoreline, beach or adjacent area?
If Yes:
i.Identify the wetland or waterbody which would be affected (by name, water index number, wetland map number or geographic
description): ______________________________________________________________________________________________
_________________________________________________________________________________________________________
Page 5 of 13
ii.
iii.
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:
_________________________________________________________________________________________________________
_________________________________________________________________________________________________________
_________________________________________________________________________________________________________
_________________________________________________________________________________________________________
Will the proposed action cause or result in disturbance to bottom sediments? Yes 9 No
If Yes, describe: __________________________________________________________________________________________
iv.Will the proposed action cause or result in the destruction or removal of aquatic vegetation?9 Yes 9 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? 9 Yes 9 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? 9 Yes 9 No
If Yes:
•Name of district or service area: _________________________________________________________________________
•Does the existing public water supply have capacity to serve the proposal? 9 Yes 9 No
•Is the project site in the existing district? 9 Yes 9 No
•Is expansion of the district needed? 9 Yes 9 No
•Do existing lines serve the project site? 9 Yes 9 No
iii.Will line extension within an existing district be necessary to supply the project? 9 Yes 9 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? 9 Yes 9 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?9 Yes 9 No
If Yes:
i.Total anticipated liquid waste generation per day: _______________ gallons/day
ii.Nature of liquid wastes to be generated (e.g., sanitary wastewater, industrial; if combination, describe all components and
approximate volumes or proportions of each): __________________________________________________________________
_________________________________________________________________________________________________________
_________________________________________________________________________________________________________
iii.Will the proposed action use any existing public wastewater treatment facilities?9 Yes 9 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?9 Yes 9 No
• Is the project site in the existing district?9 Yes 9 No
• Is expansion of the district needed?9 Yes 9 No
Page 6 of 13
9 Yes 9 No •Do existing sewer lines serve the project site?
•Will a line extension within an existing district be necessary to serve the project?9 Yes 9 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?9 Yes 9 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 9 Yes 9 No
sources (i.e. ditches, pipes, swales, curbs, gutters or other concentrated flows of stormwater) or non-point
source (i.e. sheet flow) during construction or post construction?
If Yes:
i.How much impervious surface will the project create in relation to total size of project parcel?
_____ Square feet or _____ acres (impervious surface)
_____ Square feet or _____ acres (parcel size)
ii.Describe types of new point sources. __________________________________________________________________________
_________________________________________________________________________________________________________
iii.Where will the stormwater runoff be directed (i.e. on-site stormwater management facility/structures, adjacent properties,
groundwater, on-site surface water or off-site surface waters)?
________________________________________________________________________________________________________
________________________________________________________________________________________________________
•If to surface waters, identify receiving water bodies or wetlands: ________________________________________________
____________________________________________________________________________________________________
____________________________________________________________________________________________________
•Will stormwater runoff flow to adjacent properties?9 Yes 9 No
iv.Does the proposed plan minimize impervious surfaces, use pervious materials or collect and re-use stormwater?9 Yes 9 No
f. Does the proposed action include, or will it use on-site, one or more sources of air emissions, including fuel 9 Yes 9 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,9 Yes 9 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 9 Yes 9 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 7 of 13
h. Will the proposed action generate or emit methane (including, but not limited to, sewage treatment plants,9 Yes 9 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 9 Yes 9 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 9 Yes 9 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.
iv.
v.
Parking spaces: Existing ___________________ Proposed ___________ Net increase/decrease _____________________
Does the proposed action include any shared use parking? Yes No
9 Yes 9 No vi.Are public/private transportation service(s) or facilities available within ½ mile of the proposed site?
vii Will the proposed action include access to public transportation or accommodations for use of hybrid, electric 9 Yes 9 No
or other alternative fueled vehicles?
viii. Will the proposed action include plans for pedestrian or bicycle accommodations for connections to existing 9 Yes 9 No
pedestrian or bicycle routes?
k. Will the proposed action (for commercial or industrial projects only) generate new or additional demand 9 Yes 9 No
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?9 Yes 9 No
l. Hours of operation. Answer all items which apply.
i. During Construction:ii.During Operations:
•Monday - Friday: _________________________•Monday - Friday: ____________________________
•Saturday: ________________________________•Saturday: ___________________________________
•Sunday: _________________________________•Sunday: ____________________________________
•Holidays: ________________________________•Holidays: ___________________________________
If the proposed action includes any modification of existing roads, creation of new roads or change in existing access, describe:
________________________________________________________________________________________________________
________________________________________________________________________________________________________
Page 8 of 13
m. Will the proposed action produce noise that will exceed existing ambient noise levels during construction,9 Yes 9 No
operation, or both?
If yes:
i.Provide details including sources, time of day and duration:
_______________________________________________________________________________________________________
_______________________________________________________________________________________________________
ii. Will the proposed action remove existing natural barriers that could act as a noise barrier or screen?9 Yes 9 No
Describe: _________________________________________________________________________________________________
_________________________________________________________________________________________________________
n. W th ill prop e os actio ed hav n e outd ligh oor ting? 9 Yes 9 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?9 Yes 9 No
Describe: _________________________________________________________________________________________________
_________________________________________________________________________________________________________
o.Does the proposed action have the potential to produce odors for more than one hour per day?9 Yes 9 No
If Yes, describe possible sources, potential frequency and duration of odor emissions, and proximity to nearest
occupied structures: ______________________________________________________________________________________
________________________________________________________________________________________________________
________________________________________________________________________________________________________
p.9 Yes 9 No Will the proposed action include any bulk storage of petroleum (combined capacity of over 1,100 gallons)
or chemical products 185 gallons in above ground storage or any amount in underground storage?
If Yes:
i.Product(s) to be stored ______________________________________________________________________________________
ii.Volume(s) ______ per unit time ___________ (e.g., month, year)
iii.Generally, describe the proposed storage facilities:________________________________________________________________
________________________________________________________________________________________________________
q. Will the proposed action (commercial, industrial and recreational projects only) use pesticides (i.e., herbicides,9 Yes 9 No
insecticides) during construction or operation?
If Yes:
i.Describe proposed treatment(s):
________________________________________________________________________________________________________
________________________________________________________________________________________________________
________________________________________________________________________________________________________
________________________________________________________________________________________________________
ii.Will the proposed action use Integrated Pest Management Practices?9 Yes 9 No
r. Will the proposed action (commercial or industrial projects only) involve or require the management or disposal 9 Yes 9 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: ____________________ tons per ________________ (unit of time)
•Operation : ____________________ tons per ________________ (unit of time)
ii.Describe any proposals for on-site minimization, recycling or reuse of materials to avoid disposal as solid waste:
•Construction: ________________________________________________________________________________________
____________________________________________________________________________________________________
•Operation: __________________________________________________________________________________________
____________________________________________________________________________________________________
iii.Proposed disposal methods/facilities for solid waste generated on-site:
•Construction: ________________________________________________________________________________________
____________________________________________________________________________________________________
•Operation: __________________________________________________________________________________________
____________________________________________________________________________________________________
Page 9 of 13
s. Does the proposed action include construction or modification of a solid waste management facility?9 Yes 9 No
If Yes:
i.Type of management or handling of waste proposed for the site (e.g., recycling or transfer station, composting, landfill, or
other disposal activities): ___________________________________________________________________________________
ii.Anticipated rate of disposal/processing:
•________ Tons/month, if transfer or other non-combustion/thermal treatment, or
•________ Tons/hour, if combustion or thermal treatment
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 9 Yes 9 No
waste?
If Yes:
i.Name(s) of all hazardous wastes or constituents to be generated, handled or managed at facility: ___________________________
_________________________________________________________________________________________________________
_________________________________________________________________________________________________________
ii.Generally describe processes or activities involving hazardous wastes or constituents: ___________________________________
_________________________________________________________________________________________________________
________________________________________________________________________________________________________
iii. Specify amount to be handled or generated _____ tons/month
iv.Describe any proposals for on-site minimization, recycling or reuse of hazardous constituents: ____________________________
________________________________________________________________________________________________________
________________________________________________________________________________________________________
v.Will any hazardous wastes be disposed at an existing offsite hazardous waste facility?9 Yes 9 No
If Yes: provide name and location of facility: _______________________________________________________________________
________________________________________________________________________________________________________
If No: describe proposed management of any hazardous wastes which will not be sent to a hazardous waste facility:
________________________________________________________________________________________________________
________________________________________________________________________________________________________
E. Site and Setting of Proposed Action
E.1. Land uses on and surrounding the project site
a. Existing land uses.
i.Check all uses that occur on, adjoining and near the project site.
9 Urban 9 Industrial 9 Commercial 9 Residential (suburban) 9 Rural (non-farm)
9 Forest 9 Agriculture 9 Aquatic 9 Other (specify): ____________________________________
ii.If mix of uses, generally describe:
__________________________________________________________________________________________________________
__________________________________________________________________________________________________________
b. Land uses and covertypes on the project site.
Land use or
Covertype
Current
Acreage
Acreage After
Project Completion
Change
(Acres +/-)
•Roads, buildings, and other paved or impervious
surfaces
•Forested
•Meadows, grasslands or brushlands (non-
agricultural, including abandoned agricultural)
•Agricultural
(includes active orchards, field, greenhouse etc.)
•Surface water features
(lakes, ponds, streams, rivers, etc.)
•Wetlands (freshwater or tidal)
•Non-vegetated (bare rock, earth or fill)
•Other
Describe: _______________________________
________________________________________
Page 10 of 13
c. Is the project site presently used by members of the community for public recreation?9 Yes 9 No
i.If Yes: explain: __________________________________________________________________________________________
d. Are there any facilities serving children, the elderly, people with disabilities (e.g., schools, hospitals, licensed 9 Yes 9 No
day care centers, or group homes) within 1500 feet of the project site?
If Yes,
i.Identify Facilities:
________________________________________________________________________________________________________
________________________________________________________________________________________________________
e. Does the project site contain an existing dam?9 Yes 9 No
If Yes:
i.Dimensions of the dam and impoundment:
•Dam height: _________________________________ feet
•Dam length: _________________________________ feet
•Surface area: _________________________________ acres
•Volume impounded: _______________________________ gallons OR acre-feet
ii.Dam=s existing hazard classification: _________________________________________________________________________
iii.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,9 Yes 9 No
or does the project site adjoin property which is now, or was at one time, used as a solid waste management facility?
If Yes:
i. Has the facility been formally closed?9 Yes 9 No
•If yes, cite sources/documentation: _______________________________________________________________________
ii.Describe the location of the project site relative to the boundaries of the solid waste management facility:
_______________________________________________________________________________________________________
_______________________________________________________________________________________________________
iii.Describe any development constraints due to the prior solid waste activities: __________________________________________
_______________________________________________________________________________________________________
g. Have hazardous wastes been generated, treated and/or disposed of at the site, or does the project site adjoin 9 Yes 9 No
property which is now or was at one time used to commercially treat, store and/or dispose of hazardous waste?
If Yes:
i.Describe waste(s) handled and waste management activities, including approximate time when activities occurred:
_______________________________________________________________________________________________________
_______________________________________________________________________________________________________
h. Potential contamination history. Has there been a reported spill at the proposed project site, or have any 9 Yes 9 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 9 Yes 9 No
Remediation database? Check all that apply:
9 Yes – Spills Incidents database Provide DEC ID number(s): ________________________________
9 Yes – Environmental Site Remediation database Provide DEC ID number(s): ________________________________
9 Neither database
ii.If site has been subject of RCRA corrective activities, describe control measures:_______________________________________
________________________________________________________________________________________________________
________________________________________________________________________________________________________
iii.Is the project within 2000 feet of any site in the NYSDEC Environmental Site Remediation database?9 Yes 9 No
If yes, provide DEC ID number(s): ______________________________________________________________________________
iv.If yes to (i), (ii) or (iii) above, describe current status of site(s):
_______________________________________________________________________________________________________
_______________________________________________________________________________________________________
Page 11 of 13
v.Is the project site subject to an institutional control limiting property uses?9 Yes 9 No
•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?9 Yes 9 No
•Explain: ____________________________________________________________________________________________
___________________________________________________________________________________________________
___________________________________________________________________________________________________
E.2. Natural Resources On or Near Project Site
a. What is the average depth to bedrock on the project site? ________________ feet
b. Are there bedrock outcroppings on the project site?9 Yes 9 No
If Yes, what proportion of the site is comprised of bedrock outcroppings? __________________%
c. Predominant soil type(s) present on project site: ___________________________ __________%
___________________________ __________%
____________________________ __________%
d. What is the average depth to the water table on the project site? Average: _________ feet
e. Drainage status of project site soils: 9 Well Drained:_____% of site
9 Moderately Well Drained: _____% of site
9 Poorly Drained _____% of site
f. Approximate proportion of proposed action site with slopes: 9 0-10%:_____% of site
9 10-15%: _____% of site
9 15% or greater: _____% of site
g. Are there any unique geologic features on the project site?9 Yes 9 No
If Yes, describe: _____________________________________________________________________________________________
________________________________________________________________________________________________________
h. Surface water features.
i.Does any portion of the project site contain wetlands or other waterbodies (including streams, rivers,9 Yes 9 No
ponds or lakes)?
ii.Do any wetlands or other waterbodies adjoin the project site?9 Yes 9 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,9 Yes 9 No
state or local agency?
iv.For each identified regulated wetland and waterbody on the project site, provide the following information:
•Streams: Name ____________________________________________ Classification _______________________ •Lakes or Ponds: Name ____________________________________________ Classification _______________________•Wetlands: Name ____________________________________________ Approximate Size ___________________ •Wetland No. (if regulated by DEC) _____________________________
v.Are any of the above water bodies listed in the most recent compilation of NYS water quality-impaired 9 Yes 9 No
waterbodies?
If yes, name of impaired water body/bodies and basis for listing as impaired: _____________________________________________
___________________________________________________________________________________________________________
i.Is the project site in a designated Floo dway?9 Yes 9 No
j.Is the project site in the 100-year Floodplain?9 Yes 9 No
k.Is the project site in the 500-year Floodplain?9 Yes 9 No
l. Is the project site located over, or immediately adjoining, a primary, principal or sole source aquifer?9 Yes 9 No
If Yes:
i.Name of aquifer: _________________________________________________________________________________________
Page 12 of 13
m. Identify the predominant wildlife species that occupy or use the project site: ______________________________
______________________________ _______________________________ ______________________________
______________________________ _______________________________ ______________________________
n. Does the project site contain a designated significant natural community?9 Yes 9 No
If Yes:
i.Describe the habitat/community (composition, function, and basis for designation): _____________________________________
________________________________________________________________________________________________________
ii.Source(s) of description or evaluation: ________________________________________________________________________
iii.Extent of community/habitat:
•Currently: ______________________ acres
•Following completion of project as proposed: _____________________ acres
•Gain or loss (indicate + or -): ______________________ acres
o. Does project site contain any species of plant or animal that is listed by the federal government or NYS as 9 Yes 9 No
endangered or threatened, or does it contain any areas identified as habitat for an endangered or threatened species?
p. Does the project site contain any species of plant or animal that is listed by NYS as rare, or as a species of 9 Yes 9 No
special concern?
q. Is the project site or adjoining area currently used for hunting, trapping, fishing or shell fishing?9 Yes 9 No
If yes, give a brief description of how the proposed action may affect that use: ___________________________________________
________________________________________________________________________________________________________
E.3. Designated Public Resources On or Near Project Site
a. Is the project site, or any portion of it, located in a designated agricultural district certified pursuant to 9 Yes 9 No
Agriculture and Markets Law, Article 25-AA, Section 303 and 304?
If Yes, provide county plus district name/number: _________________________________________________________________
b. Are agricultural lands consisting of highly productive soils present?9 Yes 9 No
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 9 Yes 9 No
Natural Landmark?
If Yes:
i.Nature of the natural landmark: 9 Biological Community 9 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?9 Yes 9 No
If Yes:
i.CEA name: _____________________________________________________________________________________________
ii.Basis for designation: _____________________________________________________________________________________
iii.Designating agency and date: ______________________________________________________________________________
If Yes:
i.Species and listing (endangered or threatened):______________________________________________________________________________
________________________________________________________________________________________________________________________
________________________________________________________________________________________________________________________
If Yes:
i.Species and listing:____________________________________________________________________________________________________
_______________________________________________________________________________________________________________________
Page 13 of 13
e. Does the project site contain, or is it substantially contiguous to, a building, archaeological site, or district 9 Yes 9 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: 9 Archaeological Site 9 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 9 Yes 9 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?9 Yes 9 No
If Yes:
i. Describe possible resource(s): _______________________________________________________________________________
ii.Basis for identification: ___________________________________________________________________________________
h.9 Yes 9 No Is the project site within fives miles of any officially designated and publicly accessible federal, state, or local
scenic or aesthetic resource?
If Yes:
i.Identify resource: _________________________________________________________________________________________
ii.Nature of, or basis for, designation (e.g., established highway overlook, state or local park, state historic trail or scenic byway,
etc.): ___________________________________________________________________________________________________
iii.Distance between project and resource: _____________________ miles.
i. Is the project site located within a designated river corridor under the Wild, Scenic and Recreational Rivers 9 Yes 9 No
Program 6 NYCRR 666?
If Yes:
i.Identify the name of the river and its designation: ________________________________________________________________
ii.Is the activity consistent with development restrictions contained in 6NYCRR Part 666?9 Yes 9 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 ___________________________________ Date_______________________________________
Signature________________________________________________ Title_______________________________________
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
to obtain data not provided by the Mapper. Digital data is not a
substitute for agency determinations.
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 -
Potential Contamination History]
Digital mapping data are not available or are incomplete. Refer to EAF
Workbook.
E.1.h.i [DEC Spills or Remediation Site -
Listed]
Digital mapping data are not available or are incomplete. Refer to EAF
Workbook.
E.1.h.i [DEC Spills or Remediation Site -
Environmental Site Remediation Database]
Digital mapping data are not available or are incomplete. Refer to EAF
Workbook.
E.1.h.iii [Within 2,000' of DEC Remediation
Site]
No
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
Name]
898-339, 898-338
E.2.h.iv [Surface Water Features - Stream
Classification]
B, C
E.2.h.iv [Surface Water Features - Wetlands
Name]
Federal Waters
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.
1Full Environmental Assessment Form - EAF Mapper Summary Report
E.2.k. [500 Year Floodplain]Digital mapping data are not available or are incomplete. Refer to EAF
Workbook.
E.2.l. [Aquifers]Yes
E.2.l. [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 -
Name]
Northern Harrier
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
Places or State Eligible Sites]
Digital mapping data are not available or are incomplete. Refer to EAF
Workbook.
E.3.f. [Archeological Sites]No
E.3.i. [Designated River Corridor]No
2Full Environmental Assessment Form - EAF Mapper Summary Report
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ARTICLE 147 SECTION 7307. THESE PLANS ARE COPYRIGHT PROTECTED
VIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 AND
UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN
c
Date By Description
Sheet No.
Project No.
Date
Drawing No.
Scale:
Town/City:
County:State:
Designed by
Project Manager
Principal-in-Charge
PASSERO ASSOCIATES
Client:
PASSERO ASSOCIATES
engineering
242 West Main Street Suite 100
Rochester, New York 14614
(585) 325-1000
Fax: (585) 325-1691
architecture
NORBUT SOLAR 1241 UNIVERSITY AVE.ROCHESTER, NY 14607
Jess Sudol, PE
David Cox, PE
Austin Goodwin, EIT.
NORBUT SOLAR
DANBY SITE
ITHACA
TOMPKINS NEW YORK
20213129.0001
OCTOBER 2021
NOT FOR CONSTRUCTION
Town of Danby
LOCATION SKETCH
N.T.S.
PROJECT
LOCATION
00 200100 400
SCALE: 1"=200'
HORIZONTAL SCALE
200
Y:
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SITE PLANS FOR
NORBUT SOLAR DANBY
TOWN OF DANBY, TOMPKINS COUNTY, NEW YORK
P.N. 20213129.0001
SHEET C 105SHEET C 103
SHEET C 102 SHEET C 104 SHEET C 106
SHEET C 107 SHEET C 109
SHEET C 108
DRAWING INDEX
C 101 COVER
C 102 - 110 SITE PLANS
C 201- 202 NOTES & DETAILS
T/A 10-1-57
N/F RADIN REAL ESTATE LLC
INSTRUMENT #591007-003
T/A 10-1-56
N/F MONTGOMERY
INSTRUMENT #2018-10051
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INSTRUMENT #2018-07355
T/A 10-1-19.12
N/F ROE
LIBER 610 OF DEEDS, PAGE 852
T/A 10-1-23
N/F TOWN OF DANBY
LIBER 245 OF DEEDS,
PAGE 484
T/A 10-1-19.12
N/F ROE
LIBER 610 OF
DEEDS, PAGE 852
T/A 10-1-19.11
N/F BALL
INSTRUMENT # 2510-4234
T/A 10-1-19.12
N/F ROE
LIBER 610 OF DEEDS, PAGE 852
T/A 10-1-19.2
N/F ROE
LIBER 880 OF DEEDS, PAGE 25
T/A 9-1-11.22
N/F BRUCE/AUGE
LIBER 859 OF DEEDS, PAGE 67
T/A 9-1-11.42
N/F BRUCE/AUGE
LIBER 859 OF DEEDS, PAGE 67
T/A 9-1-13.22
N/F NITCHMAN
INSTRUMENT #2020-12573
T/A 9-1-13.23
N/F MASTROBERTI
INSTRUMENT
#2018-06188
T/A 10-1-57.11
N/F SHALLOWAY
INSTRUMENT #590094-001
T/A 10-1-57.32
N/F RADIN REAL ESTATE LLC
INSTRUMENT #2015-06571
T/A 10-1-21.124
N/F MONTGOMERY
INSTRUMENT #2018-10051
SHEET C 110
N0
°
0
1
'
1
3
"
E
4
7
8
.
2
6
'
N89°17'09"E 460.00'
N1
°
2
8
'
1
8
"
E
4
0
1
.
2
8
'
N89°19'46"W 1005.62'
N0
°
0
1
'
1
3
"
E
4
7
8
.
2
6
'
N89°17'09"E 460.00'
N1
°
2
8
'
1
8
"
E
4
0
1
.
2
8
'
N89°19'46"W 1005.62'
SF
SF
SF
SF
SF
SF
SFSFSFSFSFSFSFSFSF
SF
SF
SF
SF
SF
7' TALL WIRE FENCE WITH 6"WOODEN POLES SET 10' O.C. SEEDETAIL ON SHEET C 201
7' TALL WIRE FENCE WITH 6" WOODEN POLES SET10' O.C. SEE DETAIL ON SHEET C 201
EXISTING SLOPES >15% (TYP.)
PROPOSED SOLARARRAY LAYOUT
PROPOSED SOLAR ARRAY LAYOUT
PROPOSED SILT FENCE
TREES TO BE REMOVED (TYP.)
TREES TO BE REMOVED (TYP.)
16'
16
'
16'
16
'
23'23'
23'
23'23'15'
15'15'
50
'
75'
50
'
15
8
'
17
4
'
PROPOSED TREELINE
PROPOSED TREELINE
SFSF
SF
SF
PROPOSED SILT FENCETO BE INSTALLEDALONG CONTOUR(TYP.)
SF SF SF
PROPOSED SILT FENCETO BE INSTALLEDALONG CONTOUR(TYP.)
PROPOSED SILT FENCETO BE INSTALLEDALONG CONTOUR(TYP.)
70'
27
'
26
'
83'
14
4
'
EXISTING SLOPES >15% (TYP.)
TREES TO BE REMOVED (TYP.)
SF
SF
S
F
S
F
PROPOSED SILT FENCETO BE INSTALLEDALONG CONTOUR(TYP.)
SS
SS
SS
SS
SS
S
SS
SS
SS
SS
SS
PROPOSED SILT SOCKTO BE INSTALLEDALONG EPHEMERALDRAINAGE PATH.
No.
Revisions
ARTICLE 147 SECTION 7307. THESE PLANS ARE COPYRIGHT PROTECTED
VIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 AND
UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN
c
Date By Description
Sheet No.
Project No.
Date
Drawing No.
Scale:
Town/City:
County:State:
Designed by
Project Manager
Principal-in-Charge
PASSERO ASSOCIATES
Client:
PASSERO ASSOCIATES
engineering
242 West Main Street Suite 100
Rochester, New York 14614
(585) 325-1000
Fax: (585) 325-1691
architecture
NORBUT SOLAR 1241 UNIVERSITY AVE.ROCHESTER, NY 14607
Jess Sudol, PE
David Cox, PE
Austin Goodwin, EIT.
NORBUT SOLAR
DANBY SITE
ITHACA
TOMPKINS NEW YORK
20213129.0001
OCTOBER 2021
NOT FOR CONSTRUCTION
Town of Danby
LOCATION SKETCH
N.T.S.
PROJECT
LOCATION
00 4020 80
SCALE: 1"=40'
HORIZONTAL SCALE
40
Y:
\
P
R
O
J
E
C
T
S
-
N
E
W
\
2
0
2
1
\
2
0
2
1
3
1
2
9
\
2
0
2
1
3
1
2
9
.
0
0
0
1
\
0
1
C
A
D
-
B
I
M
-
M
O
D
E
L
S
\
C
I
V
I
L
\
S
L
D
A
N
B
Y
E
S
&
C
.
D
W
G
3
/
2
5
/
2
0
2
2
4
:
2
3
P
M
A
u
s
t
i
n
G
o
o
d
w
in
SITE PLAN
C 102 2
1" = 40'
DISTURBANCE AREAS
CONCRETE PAD
TOTAL SF
TOTAL AC 2.58 AC
112,243 SF
6 PADS (15.5' X 13' PAD) = 1,209 SF
NOTE:
THE SITE IS NOT WITHIN A 100-YEAR
FLOODPLAIN PER FIRM MAP
360845 B DATED 6/25/1976.
FENCELINE 14,317 LF * 1' = 14,317 SF
PROPOSED FENCE
SF
EXISTING MAJOR
CONTOUR
EXISTING MINOR
CONTOUR
520
521
PROPOSED SILT FENCE
LEGEND:
PROPERTY BOUNDARY
EXISTING CENTER
LINE ROAD
R.O.W.R.O.W.
EXISTING TREE LINE
REMOVE TREES
MATCH LINE C 103
MA
T
C
H
L
I
N
E
C
1
0
4
NOTE:
TOWN OF DANBY REQUIRES <25% SITE COVERAGE (DISTURBANCE AREAS + PERVIOUS ACCESS DRIVE + SOLAR ARRAYS)
112,243 SF DISTURBANCE AREAS + 1,093,306 SF SOLAR ARRAYS = 1,205,549 SF = 27.68 AC
27.68 AC / 111.59 PARCEL SIZE = (24.80%) COVERAGE
MATCH LINE C 103
96,717 SFPERVIOUS ACCESS DRIVE
SLOPES >15%
PROPOSED TREE LINE
PROPOSED SOLAR
PANELS
SS /SILT SOCK
.2
8
'
N2
°
0
6
'
5
5
"
E
3
5
1
.
1
5
'
N1
°
4
5
'
0
7
"
E
1
9
6
.
3
1
'
.2
8
'
N2
°
0
6
'
5
5
"
E
3
5
1
.
1
5
'
N1
°
4
5
'
0
7
"
E
1
9
6
.
3
1
'
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
7' TALL WIRE FENCE WITH 6" WOODEN POLES SET10' O.C. SEE DETAIL ON SHEET C 201
7' TALL WIRE FENCE WITH 6" WOODEN POLES SET10' O.C. SEE DETAIL ON SHEET C 201
EXISTING SLOPES >15% (TYP.)
PROPOSED SOLAR ARRAY LAYOUT
PROPOSED SOLAR ARRAY LAYOUT
SF SF SF SF SF SF SF SF SF SF SF
PROPOSED SILT FENCE
PROPOSED SILT FENCE
TREES TO BE REMOVED (TYP.)
TREES TO BE REMOVED (TYP.)
16
'
16'
16'
23'
23'
23'
23'
15'
15'
75'
50
'
50
'
PROPOSED TREELINE
PROPOSED TREELINE
35
'
40
'
49'
68'
EXISTING SLOPES >15% (TYP.)
No.
Revisions
ARTICLE 147 SECTION 7307. THESE PLANS ARE COPYRIGHT PROTECTED
VIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 AND
UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN
c
Date By Description
Sheet No.
Project No.
Date
Drawing No.
Scale:
Town/City:
County:State:
Designed by
Project Manager
Principal-in-Charge
PASSERO ASSOCIATES
Client:
PASSERO ASSOCIATES
engineering
242 West Main Street Suite 100
Rochester, New York 14614
(585) 325-1000
Fax: (585) 325-1691
architecture
NORBUT SOLAR 1241 UNIVERSITY AVE.ROCHESTER, NY 14607
Jess Sudol, PE
David Cox, PE
Austin Goodwin, EIT.
NORBUT SOLAR
DANBY SITE
ITHACA
TOMPKINS NEW YORK
20213129.0001
OCTOBER 2021
NOT FOR CONSTRUCTION
Town of Danby
LOCATION SKETCH
N.T.S.
PROJECT
LOCATION
00 4020 80
SCALE: 1"=40'
HORIZONTAL SCALE
40
Y:
\
P
R
O
J
E
C
T
S
-
N
E
W
\
2
0
2
1
\
2
0
2
1
3
1
2
9
\
2
0
2
1
3
1
2
9
.
0
0
0
1
\
0
1
C
A
D
-
B
I
M
-
M
O
D
E
L
S
\
C
I
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I
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\
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A
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&
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3
/
2
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2
2
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:
2
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P
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i
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G
o
o
d
w
in
SITE PLAN
C 103 3
1" = 40'
MATCH LINE C 102
MA
T
C
H
L
I
N
E
C
1
0
5
MATCH LINE C 102
PROPOSED FENCE
SF
EXISTING MAJOR
CONTOUR
EXISTING MINOR
CONTOUR
520
521
PROPOSED SILT FENCE
LEGEND:
PROPERTY BOUNDARY
EXISTING CENTER
LINE ROAD
R.O.W.R.O.W.
EXISTING TREE LINE
REMOVE TREES
SLOPES >15%
PROPOSED TREE LINE
PROPOSED SOLAR
PANELS
SS /SILT SOCK
N89°49'58"W 1532.08'N89°49'58"W 1532.08'
7' TALL WIRE FENCE WITH 6"WOODEN POLES SET 10' O.C.SEE DETAIL ON SHEET C 201
EXISTING SLOPES >15% (TYP.)
NYSDEC APPROVED PERVIOUS ACCESS DRIVE BYTRC ENGINEERS. SEE DETAIL ON SHEET C 201
PROPOSED SOLAR ARRAY LAYOUT
PROPOSED SOLAR ARRAY LAYOUT
SF
SF
TREES TO BE REMOVED (TYP.)
TREES TO BE REMOVED (TYP.)
23'
23'
23'
23'
23'
23'
16
15'
16
16'16'
16
'
50
'
50
'
TR
I
B
U
T
A
R
Y
B
U
F
F
E
R
50'TRIBUTARYBUFFER
TWO PAD MOUNTEDSWITCHBOARDS W/XFMR & PVEQUIPMENT (TYP.)
20
'
PROPOSEDACCESS GATE
50
'
TR
I
B
U
T
A
R
Y
B
U
F
F
E
R
14
9
'
NYSDEC APPROVED PERVIOUS ACCESS DRIVE BYTRC ENGINEERS. SEE DETAIL ON SHEET C 201
PROPOSED SILT FENCETO BE INSTALLEDALONG CONTOUR
S
F
SF
S
F
S
F
S
F
SF
SF
SF
PROPOSED SILT FENCETO BE INSTALLEDALONG CONTOUR(TYP.)
PROPOSED SILT FENCETO BE INSTALLEDALONG CONTOUR(TYP.)
PROPOSED SILT FENCETO BE INSTALLEDALONG CONTOUR(TYP.)
PROPOSED SILT FENCETO BE INSTALLEDALONG CONTOUR(TYP.)
PROPOSED SILTFENCE TO BEINSTALLEDALONGCONTOUR (TYP.)
SF
SF
7' TALL WIRE FENCE WITH 6"WOODEN POLES SET 10' O.C.SEE DETAIL ON SHEET C 201
SF SF
S
F
SF
20
'
20'20'
28'R 28'
R
28'R 28'
R
16
'
16
'
S
F
S
F
PROPOSED SEED MIX 50' STRIP DOWN SLOPEOF PROPOSED PADS. PLACE 5' STONEDIAPHRAGM ADJACENT TO PADS ONDOWN-SLOPE SIDES. SEE SEEDING NOTE ONSHEET C201. COMPACTION BY HEAVYEQUIPMENT TO BE PREVENTED. IF IMPACTED,PERFORM SOIL RESTORATION INACCORDANCE WITH SECTION 5.3 OF THESTORMWATER DESIGN MANUAL PRIOR TOINSTALLATION OF FILTER STRIPS.
50'
50
'
50'
50'
S
F
SF
PROPOSED SILT FENCETO BE INSTALLEDALONG CONTOUR(TYP.)
S
F
S
F
PROPOSED SILT FENCETO BE INSTALLEDALONG CONTOUR(TYP.)
S
F
SF
SF
SF
PROPOSED SILT FENCETO BE INSTALLEDALONG CONTOUR(TYP.)
F
SS
SS
SS SS SS
SS
SS
S
SS
SS
SS
SS
PROPOSED SILT SOCKTO BE INSTALLEDALONG EPHEMERALDRAINAGE PATH.
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
PROPOSED SILT SOCKTO BE INSTALLEDALONG EPHEMERALDRAINAGE PATH.
SF
MA
T
C
H
L
I
N
E
C
1
0
6
No.
Revisions
ARTICLE 147 SECTION 7307. THESE PLANS ARE COPYRIGHT PROTECTED
VIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 AND
UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN
c
Date By Description
Sheet No.
Project No.
Date
Drawing No.
Scale:
Town/City:
County:State:
Designed by
Project Manager
Principal-in-Charge
PASSERO ASSOCIATES
Client:
PASSERO ASSOCIATES
engineering
242 West Main Street Suite 100
Rochester, New York 14614
(585) 325-1000
Fax: (585) 325-1691
architecture
NORBUT SOLAR 1241 UNIVERSITY AVE.ROCHESTER, NY 14607
Jess Sudol, PE
David Cox, PE
Austin Goodwin, EIT.
NORBUT SOLAR
DANBY SITE
ITHACA
TOMPKINS NEW YORK
20213129.0001
OCTOBER 2021
NOT FOR CONSTRUCTION
Town of Danby
LOCATION SKETCH
N.T.S.
PROJECT
LOCATION
00 4020 80
SCALE: 1"=40'
HORIZONTAL SCALE
40
Y:
\
P
R
O
J
E
C
T
S
-
N
E
W
\
2
0
2
1
\
2
0
2
1
3
1
2
9
\
2
0
2
1
3
1
2
9
.
0
0
0
1
\
0
1
C
A
D
-
B
I
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-
M
O
D
E
L
S
\
C
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A
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Y
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&
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3
/
2
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/
2
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2
2
4
:
2
3
P
M
A
u
s
t
i
n
G
o
o
d
w
in
SITE PLAN
C 104 4
1" = 40'
MATCH LINE C 105
MA
T
C
H
L
I
N
E
C
1
0
2
MATCH LINE C 105
PROPOSED FENCE
SF
EXISTING MAJOR
CONTOUR
EXISTING MINOR
CONTOUR
520
521
PROPOSED SILT FENCE
LEGEND:
PROPERTY BOUNDARY
EXISTING CENTER
LINE ROAD
R.O.W.R.O.W.
EXISTING TREE LINE
REMOVE TREES
SLOPES >15%
PROPOSED TREE LINE
PROPOSED SOLAR
PANELS
SS /SILT SOCK
7' TALL WIRE FENCE WITH 6" WOODEN POLES SET10' O.C. SEE DETAIL ON SHEET C 201
7' TALL WIRE FENCE WITH 6"WOODEN POLES SET 10'O.C. SEE DETAIL ON SHEET C201
EXISTING SLOPES >15% (TYP.)
PROPOSED SOLAR ARRAY LAYOUT
PROPOSED SOLARARRAY LAYOUT
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFPROPOSED SILTFENCE
TREES TO BE REMOVED (TYP.)
TREES TO BE REMOVED (TYP.)
16'
16'
16
'
23'
23'
23'
23'
23'
23'
23'15'
15'
50
'
50
'
PROPOSEDTREELINE
33
'
16'
16'
16
'
16'
16
'
23'15'
S
S
S
S
SS SS
S
S
S
S
SS
SS
SS
SS
S
S
S
S
S
S
S
S
SS
PROPOSED SILT SOCKTO BE INSTALLEDALONG CONTOUR(TYP.)
SS
SS
S
S
SS
SS
SS
SS
S
S
S
S
S
S
SS
S
S
PROPOSED SILT SOCKTO BE INSTALLEDALONG CONTOUR(TYP.)
SS
S
S
SS SS
PROPOSED SILT FENCETO BE INSTALLEDALONG CONTOUR(TYP.)
S
F
S
F
SS
SS
SS
SS
SS
SS
SS
SS
SS
S
SS
SS
SS
SS
SS
SS
PROPOSED SILT SOCKTO BE INSTALLEDALONG EPHEMERALDRAINAGE PATH.
PROPOSED SILT SOCKTO BE INSTALLED
SF
PROPOSED SILT FENCETO BE INSTALLEDALONG CONTOUR(TYP.)
MATCH LINE C 104
No.
Revisions
ARTICLE 147 SECTION 7307. THESE PLANS ARE COPYRIGHT PROTECTED
VIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 AND
UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN
c
Date By Description
Sheet No.
Project No.
Date
Drawing No.
Scale:
Town/City:
County:State:
Designed by
Project Manager
Principal-in-Charge
PASSERO ASSOCIATES
Client:
PASSERO ASSOCIATES
engineering
242 West Main Street Suite 100
Rochester, New York 14614
(585) 325-1000
Fax: (585) 325-1691
architecture
NORBUT SOLAR 1241 UNIVERSITY AVE.ROCHESTER, NY 14607
Jess Sudol, PE
David Cox, PE
Austin Goodwin, EIT.
NORBUT SOLAR
DANBY SITE
ITHACA
TOMPKINS NEW YORK
20213129.0001
OCTOBER 2021
NOT FOR CONSTRUCTION
Town of Danby
LOCATION SKETCH
N.T.S.
PROJECT
LOCATION
00 4020 80
SCALE: 1"=40'
HORIZONTAL SCALE
40
Y:
\
P
R
O
J
E
C
T
S
-
N
E
W
\
2
0
2
1
\
2
0
2
1
3
1
2
9
\
2
0
2
1
3
1
2
9
.
0
0
0
1
\
0
1
C
A
D
-
B
I
M
-
M
O
D
E
L
S
\
C
I
V
I
L
\
S
L
D
A
N
B
Y
E
S
&
C
.
D
W
G
3
/
2
5
/
2
0
2
2
4
:
2
4
P
M
A
u
s
t
i
n
G
o
o
d
w
in
SITE PLAN
C 105 5
1" = 40'
MATCH LINE C 104
MA
T
C
H
L
I
N
E
C
1
0
7
MA
T
C
H
L
I
N
E
C
1
0
3
PROPOSED FENCE
SF
EXISTING MAJOR
CONTOUR
EXISTING MINOR
CONTOUR
520
521
PROPOSED SILT FENCE
LEGEND:
PROPERTY BOUNDARY
EXISTING CENTER
LINE ROAD
R.O.W.R.O.W.
EXISTING TREE LINE
REMOVE TREES
SLOPES >15%
PROPOSED TREE LINE
PROPOSED SOLAR
PANELS
SS /SILT SOCK
N89°18'34"W 1049.08'
S3
°
0
5
'
0
8
"
W
4
1
6
.
0
0
'
N89°18'34"W 1049.08'
S3
°
0
5
'
0
8
"
W
4
1
6
.
0
0
'
SF
S
F
SF
SF
SF
SF
SF
7' TALL WIRE FENCE WITH 6" WOODEN POLES SET10' O.C. SEE DETAIL ON SHEET C 201
7' TALL WIRE FENCE WITH 6" WOODEN POLES SET10' O.C. SEE DETAIL ON SHEET C 201
NYSDEC APPROVED PERVIOUS ACCESS DRIVE BYTRC ENGINEERS. SEE DETAIL ON SHEET C 201
NYSDEC APPROVED PERVIOUS ACCESS DRIVE BYTRC ENGINEERS. SEE DETAIL ON SHEET C 201
PROPOSED SOLARARRAY LAYOUT
PROPOSED SOLAR ARRAY LAYOUT
SF
SF
SF
SF
SF
SF
PROPOSED SILTFENCE
PROPOSED SILTFENCE
TREES TO BE REMOVED (TYP.)
TREES TO BE REMOVED (TYP.)
965'
16
'
16
'
23'
23'
23'
16'
16
15'
50
'
75'
50'
TRIB
U
T
A
R
Y
B
U
F
F
E
R
50'
TRI
B
U
T
A
R
Y
B
U
F
F
E
R
50
'
TWO PAD MOUNTED SWITCHBOARDS W/ XFMR &PV EQUIPMENT (TYP.)
20'
20'
90
'
20
'
20
'
20'
90
'
10'R
1
0
'
R
28'R
48'R
28'R
2
8
'
R
28'R
48'R
28'R
48'R
28
'
R
48
'
R
28'R
48'R
PROPOSED TREELINE
PROPOSED TREELINE
PROPOSED ACCESSGATE
D
64"X40" END
INV=1304.35
D-1
65"X40" END
INV=1303.10
39 LF 65"X40" CMP ARCH
STM.@ 3.20%
D-2
65"X40" END
INV=1296.40
D-3
65"X40" END
INV=1295.10
39 LF 65"X40" CMP ARCH
STM.@ 3.31%
50'TRIB
U
T
A
R
Y
B
U
F
F
E
R
50'TRIB
U
T
A
R
Y
B
U
F
F
E
R
30
'
30
'
SF
SF SF SF SF SF SF SF SF SF SF SF SF
SF SF
SF
SF
SF
SF
SF
SF
NATURAL SCREENING AREA OF HONEYSUCKLESHRUB AND NATURAL VEGETATION TO REMAINUNDISTURBED. MAINTAIN TO A HEIGHT OF NOMORE THAN 25"
PROPOSED TREELINE PROPOSED TREELINE
PR
O
P
O
S
E
D
T
R
E
E
L
I
N
E
PROPOSED SILT FENCETO BE INSTALLEDALONG CONTOUR
SF PROPOSED SILT FENCETO BE INSTALLEDALONG CONTOUR
PROPOSED SILT FENCETO BE INSTALLEDALONG CONTOUR
S
F
SF
SF
60' TO PROPOSED
CLEARING LIMIT
19
'
19
'
20
'
PROPOSED SILT FENCETO BE INSTALLEDALONG CONTOUR(TYP.)
16
'
23'16'
PROPOSED SILTFENCE
SF SF
SF
PROPOSED SEED MIX 50' STRIP DOWNSLOPE OF PROPOSED PADS. PLACE 5'STONE DIAPHRAGM ADJACENT TO PADSON DOWN-SLOPE SIDES. SEE SEEDINGNOTE ON SHEET C201. COMPACTION BYHEAVY EQUIPMENT TO BE PREVENTED. IFIMPACTED, PERFORM SOIL RESTORATIONIN ACCORDANCE WITH SECTION 5.3 OFTHE STORMWATER DESIGN MANUAL PRIORTO INSTALLATION OF FILTER STRIPS.
50'
13
0
7
13
0
7
130
7
13
0
8
13
0
8
13
0
7
13
0
7
13
0
7
1:3 MAX SLOPEFOR SWALE BANKS
13
0
7
13
0
7
1307.20X
1307.20
X
1307.20X
1307.20X
130
6
13
0
6
13
0
6
13
0
6
130
5
130
5
W W
W W
PROPOSED CHECKDAM PER DETAIL
PROPOSED CHECKDAM PER DETAIL
No.
Revisions
ARTICLE 147 SECTION 7307. THESE PLANS ARE COPYRIGHT PROTECTED
VIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 AND
UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN
c
Date By Description
Sheet No.
Project No.
Date
Drawing No.
Scale:
Town/City:
County:State:
Designed by
Project Manager
Principal-in-Charge
PASSERO ASSOCIATES
Client:
PASSERO ASSOCIATES
engineering
242 West Main Street Suite 100
Rochester, New York 14614
(585) 325-1000
Fax: (585) 325-1691
architecture
NORBUT SOLAR 1241 UNIVERSITY AVE.ROCHESTER, NY 14607
Jess Sudol, PE
David Cox, PE
Austin Goodwin, EIT.
NORBUT SOLAR
DANBY SITE
ITHACA
TOMPKINS NEW YORK
20213129.0001
OCTOBER 2021
NOT FOR CONSTRUCTION
Town of Danby
LOCATION SKETCH
N.T.S.
PROJECT
LOCATION
00 4020 80
SCALE: 1"=40'
HORIZONTAL SCALE
40
Y:
\
P
R
O
J
E
C
T
S
-
N
E
W
\
2
0
2
1
\
2
0
2
1
3
1
2
9
\
2
0
2
1
3
1
2
9
.
0
0
0
1
\
0
1
C
A
D
-
B
I
M
-
M
O
D
E
L
S
\
C
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A
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B
Y
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&
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3
/
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2
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:
2
4
P
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G
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w
in
SITE PLAN
C 106 6
1" = 40'
MA
T
C
H
L
I
N
E
C
1
0
8
MA
T
C
H
L
I
N
E
C
1
0
4
MATCH LINE C 107MATCH LINE C 107
PROPOSED FENCE
SF
EXISTING MAJOR
CONTOUR
EXISTING MINOR
CONTOUR
520
521
PROPOSED SILT FENCE
LEGEND:
PROPERTY BOUNDARY
EXISTING CENTER
LINE ROAD
R.O.W.R.O.W.
EXISTING TREE LINE
REMOVE TREES
SLOPES >15%
PROPOSED TREE LINE
PROPOSED SOLAR
PANELS
S89°51'55"E 3573.55'S89°51'55"E 3573.55'7' TALL WIRE FENCE WITH 6" WOODEN POLES SET10' O.C. SEE DETAIL ON SHEET C 201
7' TALL WIRE FENCE WITH 6" WOODEN POLES SET10' O.C. SEE DETAIL ON SHEET C 201
PROPOSED SOLAR ARRAY LAYOUT
PROPOSED SOLAR ARRAY LAYOUT
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
PROPOSED SILTFENCE
PROPOSED SILTFENCE
TREES TO BE REMOVED (TYP.)
965'
16
'
23'
23'
23'
23'
23'
23'23'16
16
16
50
'
50
'
PROPOSED TREELINE
PROPOSED TREELINE
PROPOSED TREELINE
5
0
'
T
R
I
B
U
T
A
R
Y
B
U
F
F
E
R
5
0
'
T
R
I
B
U
T
A
R
Y
B
U
F
F
E
R
SF
SF
SF
SF
SF
SF
SF
SF
SF SF
S
F
SF
PROPOSED SILT FENCETO BE INSTALLEDALONG CONTOUR
PROPOSED SILT FENCETO BE INSTALLEDALONG CONTOUR
PROPOSED SILT FENCETO BE INSTALLEDALONG CONTOUR
PROPOSED SILT FENCETO BE INSTALLEDALONG CONTOUR
25
'
PROPOSED SILTFENCE
TREES TO BE REMOVED (TYP.)
PROPOSED SEED MIX 50' STRIP DOWNSLOPE OF PROPOSED PADS PLACE 5'
MATCH LINE C 108
No.
Revisions
ARTICLE 147 SECTION 7307. THESE PLANS ARE COPYRIGHT PROTECTED
VIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 AND
UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN
c
Date By Description
Sheet No.
Project No.
Date
Drawing No.
Scale:
Town/City:
County:State:
Designed by
Project Manager
Principal-in-Charge
PASSERO ASSOCIATES
Client:
PASSERO ASSOCIATES
engineering
242 West Main Street Suite 100
Rochester, New York 14614
(585) 325-1000
Fax: (585) 325-1691
architecture
NORBUT SOLAR 1241 UNIVERSITY AVE.ROCHESTER, NY 14607
Jess Sudol, PE
David Cox, PE
Austin Goodwin, EIT.
NORBUT SOLAR
DANBY SITE
ITHACA
TOMPKINS NEW YORK
20213129.0001
OCTOBER 2021
NOT FOR CONSTRUCTION
Town of Danby
LOCATION SKETCH
N.T.S.
PROJECT
LOCATION
00 4020 80
SCALE: 1"=40'
HORIZONTAL SCALE
40
Y:
\
P
R
O
J
E
C
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S
-
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\
2
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9
.
0
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P
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in
SITE PLAN
C 107 7
1" = 40'
MA
T
C
H
L
I
N
E
C
1
0
9
MA
T
C
H
L
I
N
E
C
1
0
5
MATCH LINE C 108
PROPOSED FENCE
SF
EXISTING MAJOR
CONTOUR
EXISTING MINOR
CONTOUR
520
521
PROPOSED SILT FENCE
LEGEND:
PROPERTY BOUNDARY
EXISTING CENTER
LINE ROAD
R.O.W.R.O.W.
EXISTING TREE LINE
REMOVE TREES
SLOPES >15%
PROPOSED TREE LINE
PROPOSED SOLAR
PANELS
BAL
D
H
I
L
L
R
O
A
D
(49
.
5
'
R
.
O
.
W
.
)
N3
°
0
5
'
0
8
"
E
4
1
6
.
0
1
'
N89°21'34"W 250.00'
S3
°
0
5
'
0
8
"
W
7
1
6
.
4
7
'
S61
°
3
8
'
3
3
"
E
2
8
1
.
7
8
'
S
4
5
°
3
1
'
3
3
"
E
4
3
9
.
3
6
'
T
O
℄
S43
°
1
8
'
1
9
"
W
4
5
.
0
1
'
N
4
5
°
3
1
'
3
3
"
W
4
4
2
.
4
1
'
T
O
℄
L=70.93'
R=150.00'
Δ=27°05'34"
N6
1
°
3
8
'
3
3
"
W
2
1
5
.
6
5
'
N88°44'08"W 141.34'
BAL
D
H
I
L
L
R
O
A
D
(49
.
5
'
R
.
O
.
W
.
)
N3
°
0
5
'
0
8
"
E
4
1
6
.
0
1
'
N89°21'34"W 250.00'
S3
°
0
5
'
0
8
"
W
7
1
6
.
4
7
'
S61
°
3
8
'
3
3
"
E
2
8
1
.
7
8
'
S
4
5
°
3
1
'
3
3
"
E
4
3
9
.
3
6
'
T
O
℄
S43
°
1
8
'
1
9
"
W
4
5
.
0
1
'
N
4
5
°
3
1
'
3
3
"
W
4
4
2
.
4
1
'
T
O
℄
L=70.93'
R=150.00'
Δ=27°05'34"
N6
1
°
3
8
'
3
3
"
W
2
1
5
.
6
5
'
N88°44'08"W 141.34'
7' TALL WIRE FENCE WITH 6"WOODEN POLES SET 10' O.C.SEE DETAIL ON SHEET C 201
EXISTING SLOPES >15% (TYP.)
NYSDEC APPROVED PERVIOUSACCESS DRIVE BY TRC ENGINEERS.SEE DETAIL ON SHEET C 201
PROPOSED SOLARARRAY LAYOUT
PROPOSED SILTFENCE
TREES TO BEREMOVED (TYP.)
16
'
23'16'
50
'
A
R
R
A
Y
B
U
F
F
E
R
20
'
75'
75'
50
'
43'
20'
1
0
0
'
S
O
L
A
R
A
R
R
A
Y
T
O
A
D
J
A
C
E
N
T
S
T
R
U
C
T
U
R
E
S
B
U
F
F
E
R
28'R
48'R
28'R
48'R
28
'
R
48
'
R
28'R
PROPOSED TREELINE
PROPOSED 20' DOUBLE SWING BARRIER GATE WITH LOCK AND
OPTIONAL ARM GATE & POST SAFETY TAPE KIT. PRODUCED BY
BARRIER GATE BRANDS OR APPROVED EQUAL.
SF SF SF
NATURAL SCREENING AREA OF HONEYSUCKLESHRUB AND NATURAL VEGETATION TO REMAINUNDISTURBED. MAINTAIN TO A HEIGHT OF NOMORE THAN 25"
73
'
87
'
30
'
48'
R
28'
R
SF
SF
SF
SF
SF
SF
PROPOSED SILTFENCE
PROPOSED SILT FENCE TO BEINSTALLED ALONG CONTOUR (TYP.)
PROPOSED SILTFENCE TO BEINSTALLEDALONGCONTOUR
PROPOSED SILT FENCE
EXISTING 12" CPP TO BEEXTENDED BY 11'. INV=1256.68
NYSDEC APPROVED PERVIOUS ACCESSDRIVE PER DETAIL. PERVIOUS ACCESSDRIVE ENDS AT PROPOSED GATE
EXISTING ACCESS DRIVE FOR #54 BALDHILL ROAD TO MAINTAIN EXISTINGCHARACTERISTICS.
#54 BALD HILL ROAD
TO BE REMOVED
TO BE REMOVED
TO BE REMOVED
D-5
12" END
INV=1258.32
D-4
12" END
INV=1258.82
23 LF 12" HDPE
STM.@ 2.20%
171' TO CLEARING LIMITS
18
'
20'
PROPOSED SILT FENCE TO BEINSTALLED ALONG CONTOUR (TYP.)
No.
Revisions
ARTICLE 147 SECTION 7307. THESE PLANS ARE COPYRIGHT PROTECTED
VIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 AND
UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN
c
Date By Description
Sheet No.
Project No.
Date
Drawing No.
Scale:
Town/City:
County:State:
Designed by
Project Manager
Principal-in-Charge
PASSERO ASSOCIATES
Client:
PASSERO ASSOCIATES
engineering
242 West Main Street Suite 100
Rochester, New York 14614
(585) 325-1000
Fax: (585) 325-1691
architecture
NORBUT SOLAR 1241 UNIVERSITY AVE.ROCHESTER, NY 14607
Jess Sudol, PE
David Cox, PE
Austin Goodwin, EIT.
NORBUT SOLAR
DANBY SITE
ITHACA
TOMPKINS NEW YORK
20213129.0001
OCTOBER 2021
NOT FOR CONSTRUCTION
Town of Danby
LOCATION SKETCH
N.T.S.
PROJECT
LOCATION
00 4020 80
SCALE: 1"=40'
HORIZONTAL SCALE
40
Y:
\
P
R
O
J
E
C
T
S
-
N
E
W
\
2
0
2
1
\
2
0
2
1
3
1
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9
\
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1
3
1
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9
.
0
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d
w
in
SITE PLAN
C 108 8
1" = 40'
MA
T
C
H
L
I
N
E
C
1
0
6
MATCH LINE C 109MATCH LINE C 109
PROPOSED FENCE
SF
EXISTING MAJOR
CONTOUR
EXISTING MINOR
CONTOUR
520
521
PROPOSED SILT FENCE
LEGEND:
PROPERTY BOUNDARY
EXISTING CENTER
LINE ROAD
R.O.W.R.O.W.
EXISTING TREE LINE
REMOVE TREES
SLOPES >15%
PROPOSED TREE LINE
PROPOSED SOLAR
PANELS
S1
°
1
7
'
5
5
"
W
6
9
9
.
0
9
'
S88°44'09"E 12.16'
N89°51'55"W
3687.30' (DEED & MEAS.)
S1
°
1
7
'
5
5
"
W
6
9
9
.
0
9
'
S88°44'09"E 12.16'
N89°51'55"W
3687.30' (DEED & MEAS.)N89°07'38"W
30.04'
S0
S1
°
5
5
'
1
1
"
E
34
.
1
6
'
S89°05'57"W
875.40'
S1°55'11"E
5.10'
N89°05'50"E
874.40'
7' TALL WIRE FENCE WITH 6" WOODEN POLES SET10' O.C. SEE DETAIL ON SHEET C 201
7' TALL WIRE FENCE WITH 6" WOODEN POLES SET10' O.C. SEE DETAIL ON SHEET C 201
EXISTING SLOPES >15% (TYP.)
EXISTING SLOPES >15% (TYP.)
PROPOSED SOLAR ARRAY LAYOUT
PROPOSED SOLARARRAY LAYOUT
SF SF SF SF SF SF
PROPOSED SILTFENCE
PROPOSED SILTFENCE
TREES TO BE REMOVED (TYP.)
TREES TO BE REMOVED (TYP.)
23'
23'
23'
23'16'
16'
16'
50
'
50
'
75'
75'
50
'
TR
I
B
U
T
A
R
Y
B
U
F
F
E
R
50
'
TR
I
B
U
T
A
R
Y
B
U
F
F
E
R
28'R
PROPOSED TREELINE
PROPOSEDTREELINE
SF SF SF
PR
O
P
O
S
E
D
T
R
E
E
L
I
N
E
48'R
48'R
28'R
28'R
2
0
'
S
F
S
F
SF
SF
SF
S
PROPOSED SILT FENCETO BE INSTALLEDALONG CONTOUR.DOUBLE SILT FENCE INPROXIMITY TOTRUCK/CONCRETEWASHOUT AREA.
SF
PROPOSED SILT FENCETO BE INSTALLEDALONG CONTOUR
PROPOSED SILT FENCETO BE INSTALLEDALONG CONTOUR
PROPOSED TRUCK/CONCRETEWASHOUT AREAS. AREAS TOBE INSTALLED PER DETAILS ANDREMOVED WHENCONSTRUCTION COMPLETED.AREAS TO BE RETURNED TOEXISTING CONDITIONS.
S
F
22
'
315' TO PROPOSED CLEARING LIMITS
PROPOSED SILTFENCE
SF
SF
S
F
SF
SF
SF
SF
16
'
16
'
16'
No.
Revisions
ARTICLE 147 SECTION 7307. THESE PLANS ARE COPYRIGHT PROTECTED
VIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 AND
UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN
c
Date By Description
Sheet No.
Project No.
Date
Drawing No.
Scale:
Town/City:
County:State:
Designed by
Project Manager
Principal-in-Charge
PASSERO ASSOCIATES
Client:
PASSERO ASSOCIATES
engineering
242 West Main Street Suite 100
Rochester, New York 14614
(585) 325-1000
Fax: (585) 325-1691
architecture
NORBUT SOLAR 1241 UNIVERSITY AVE.ROCHESTER, NY 14607
Jess Sudol, PE
David Cox, PE
Austin Goodwin, EIT.
NORBUT SOLAR
DANBY SITE
ITHACA
TOMPKINS NEW YORK
20213129.0001
OCTOBER 2021
NOT FOR CONSTRUCTION
Town of Danby
LOCATION SKETCH
N.T.S.
PROJECT
LOCATION
00 4020 80
SCALE: 1"=40'
HORIZONTAL SCALE
40
Y:
\
P
R
O
J
E
C
T
S
-
N
E
W
\
2
0
2
1
\
2
0
2
1
3
1
2
9
\
2
0
2
1
3
1
2
9
.
0
0
0
1
\
0
1
C
A
D
-
B
I
M
-
M
O
D
E
L
S
\
C
I
V
I
L
\
S
L
D
A
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B
Y
E
S
&
C
.
D
W
G
3
/
2
5
/
2
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2
2
4
:
2
5
P
M
A
u
s
t
i
n
G
o
o
d
w
in
SITE PLAN
C 109 9
1" = 40'
TRUCK WASHDOWN AREA
N.T.S.
PROVIDE 12" THICK
STONE BASE WITH
2% MIN. CROSS SLOPE
8' WIDE
MIN.
3' DEEP
MIN.
NOTE: A 10 MIL LINER IS REQUIRED ALONG
THE SIDES AND BOTTOM OF CONCRETE
WASHDOWN AREA. WASHDOWN AREA
TO BE CLEANED OUT AT 75% CAPACITY.
MATCH LINE C 108
MA
T
C
H
L
I
N
E
C
1
0
7
MATCH LINE C 108
PROPOSED FENCE
SF
EXISTING MAJOR
CONTOUR
EXISTING MINOR
CONTOUR
520
521
PROPOSED SILT FENCE
LEGEND:
PROPERTY BOUNDARY
EXISTING CENTER
LINE ROAD
R.O.W.R.O.W.
EXISTING TREE LINE
REMOVE TREES
SLOPES >15%
PROPOSED TREE LINE
PROPOSED SOLAR
PANELS
MATCH LINE C 110
CONSTRUCTION SPECIFICATIONS
SAME ELEVATION
B
TOE
B
A
A
CREST
SPACING VARIES
DEPENDING ON
CHANNEL SLOPE
CUTOFF TRENCH
DESIGN BOTTOM
FILTER
FABRIC
FILTER FABRIC
CUTOFF TRENCH
18" WIDE
6" DEEP
PROFILE
NOT TO SCALE
SECTION B-B
NOT TO SCALE
SECTION A-A
NOT TO SCALE
24" MAX
@ CENTER
1.5'MIN.
18"11 1 1
1212
6"
9"MIN.
24" MAX
@ CENTER
X
H
X =H (Ft)
SLOPE (FT/FT)
SLOPE
N.T.S.
1. STONE WILL BE PLACED ON A FILTER FABRIC FOUNDATION TO THE LINES, GRADES
AND LOCATIONS SHOWN IN THE PLAN.
2. SET SPACING OF CHECK DAMS TO ASSUME THAT THE ELEVATIONS OF THE CREST OF
THE DOWNSTREAM DAM IS AT THE SAME ELEVATION OF THE TOE OF THE UPSTREAM
DAM.
3. EXTEND THE STONE A MINIMUM OF 1.5 FEET BEYOND THE DITCH BANKS TO PREVENT
CUTTING AROUND THE DAM.
4. PROTECT THE CHANNEL DOWNSTREAM OF THE LOWEST CHECK DAM FROM SCOUR
AND EROSION WITH STONE OR LINER AS APPROPRIATE.
5. ENSURE THAT CHANNEL APPURTENANCES SUCH AS CULVERT ENTRANCES BELOW
CHECK DAMS ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED
STONE.STONE CHECK DAM
D
A
N
B
Y
R
O
A
D
S
T
A
T
E
R
O
U
T
E
9
6
B
(
R
.
O
.
W
.
V
A
R
I
E
S
)
C
H
M
E
A
S
.
=
N
8
°
5
4
'
2
1
"
W
2
7
0
.
3
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=
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8
°
5
4
'
2
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W
2
7
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'
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N90°00'00"W
192.96'
S55°16'16"E
133.69'
S0
°
0
0
'
0
0
"
E
52
.
7
5
'
N0°00'00"E
86.29'
N5
°
0
5
'
5
5
"
E
18
6
.
2
8
'
S87°16'05"W
356.78'
S89°05'57"W
875.40'
S0°00'00"E
52.24'
N90°00'00"E
153.58'
S55°16'16"E
128.39'
S0°00'00"E
27.86'
N90°00'00"W
106.40'
N3
°
3
0
'
3
7
"
E
23
7
.
9
5
'
N87°16'05"E
234.33'
S89°53'58"E
83.28'
S
1
7
°
4
0
'
5
5
"
E
4
1
.
4
0
'
APPROXIMATE
30-FT WIDE UTILITY EASEMENT
APPROXIMATE EASEMENT
FOR ELECTRIC LINES AND
INTERCONNECTION
ACCESS (TYP)
APPROXIMATE
UNDERGROUND
ELECTRIC LINES
(TYP.)
PROPOSED NINE (9) NYSEG OWNED POWER POLES, 3 PER
SITE CONNECTION.
TO REMAIN
33.4'
3
0
2
.
1
'
82.3'
1
5
9
.
3
'
65
.
5
'
PROPOSED NYSDEC APPROVED PERVIOUS ACCESS
DRIVE PER DETAIL.
THREE ARRAY POWER LINES
CARRIED BY ONE POLE
THREE OVERHEAD
WIRE CONNECTIONS
TO PUBLIC GRID
40
'20
'
50
'
20'20'
15'
39
'
15'15'15'
PROPOSED SIX (6) CUSTOMER OWNED
POWER POLES, 2 PER SITE CONNECTION.
20'
D-7
65"X40" END
INV=1207.85
D-6
65"X40" END
INV=1208.00
1211
1
2
1
0
120
9
1
2
0
8
1
2
1
0
1
2
0
9
1
2
0
8
1
2
0
7
12
0
7
1
2
0
8
1
2
0
9
1
2
0
9
1
2
1
0
1
2
1
1
12
1
1
12
1
0
36 LF 65"x40" CMP ARCH STM.@ 0.42%
x HP:1211.91
2
1
1
1
2
1
1
12101209
121012091208
PROPOSED 20' DOUBLE
SWING BARRIER GATE WITH
LOCK AND OPTIONAL ARM
GATE & POST SAFETY TAPE
KIT. PRODUCED BY BARRIER
GATE BRANDS OR
APPROVED EQUAL.
50'
SF
S
F
SF
SF
PROPOSED SILT FENCE
No.
Revisions
ARTICLE 147 SECTION 7307. THESE PLANS ARE COPYRIGHT PROTECTED
VIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 AND
UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN
c
Date By Description
Sheet No.
Project No.
Date
Drawing No.
Scale:
Town/City:
County:State:
Designed by
Project Manager
Principal-in-Charge
PASSERO ASSOCIATES
Client:
PASSERO ASSOCIATES
engineering
242 West Main Street Suite 100
Rochester, New York 14614
(585) 325-1000
Fax: (585) 325-1691
architecture
NORBUT SOLAR 1241 UNIVERSITY AVE.ROCHESTER, NY 14607
Jess Sudol, PE
David Cox, PE
Austin Goodwin, EIT.
NORBUT SOLAR
DANBY SITE
ITHACA
TOMPKINS NEW YORK
20213129.0001
OCTOBER 2021
NOT FOR CONSTRUCTION
Town of Danby
LOCATION SKETCH
N.T.S.
PROJECT
LOCATION
00 4020 80
SCALE: 1"=40'
HORIZONTAL SCALE
40
Y:
\
P
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J
E
C
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S
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in
SITE PLAN
C 110 10
1" = 40'
MATCH LINE C 109 MA
T
C
H
L
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N
E
C
1
0
9
PROPOSED FENCE
SF
EXISTING MAJOR
CONTOUR
EXISTING MINOR
CONTOUR
520
521
PROPOSED SILT FENCE
LEGEND:
PROPERTY BOUNDARY
EXISTING CENTER
LINE ROAD
R.O.W.R.O.W.
EXISTING TREE LINE
REMOVE TREES
SLOPES >15%
PROPOSED TREE LINE
PROPOSED SOLAR
PANELS
No.
Revisions
ARTICLE 147 SECTION 7307. THESE PLANS ARE COPYRIGHT PROTECTED
VIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 AND
UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN
c
Date By Description
Sheet No.
Project No.
Date
Drawing No.
Scale:
Town/City:
County:State:
Designed by
Project Manager
Principal-in-Charge
PASSERO ASSOCIATES
Client:
PASSERO ASSOCIATES
engineering
242 West Main Street Suite 100
Rochester, New York 14614
(585) 325-1000
Fax: (585) 325-1691
architecture
NORBUT SOLAR 1241 UNIVERSITY AVE.ROCHESTER, NY 14607
Jess Sudol, PE
David Cox, PE
Austin Goodwin, EIT.
NORBUT SOLAR
DANBY SITE
ITHACA
TOMPKINS NEW YORK
20213129.0001
OCTOBER 2021
NOT FOR CONSTRUCTION
Town of Danby
LOCATION SKETCH
N.T.S.
PROJECT
LOCATION
Y:
\
P
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NOTES & DETAILS
C 201 11
N/A
EROSION AND SEDIMENT CONTROL NOTES:
1. THE CONTRACTOR SHALL REVIEW THE EROSION AND SEDIMENT CONTROL PLAN INCLUDED IN THE
CONTRACT DOCUMENTS, AND IF NECESSARY, MODIFY THE PLAN WITH THE CONTRACTOR'S
INTENDED SEQUENCE AND TYPES OF OPERATIONS. THE CONTRACTOR'S MODIFIED EROSION AND
SEDIMENT CONTROL PLAN SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL, ALONG WITH
A PROGRESS SCHEDULE THAT ADDRESSES THIS WORK.
2. THE CONTRACTOR SHALL DESIGNATE AN "EROSION AND SEDIMENT CONTROL SUPERVISOR" FOR
THE PROJECT. THE SUPERVISOR SHALL BE RESPONSIBLE FOR IMPLEMENTING THE EROSION AND
SEDIMENT CONTROL PLAN AND FOR INSPECTING AND MAINTAINING THE CONTROL MEASURES.
THE NAME AND QUALIFICATIONS (TRAINING AND EXPERIENCE) OF THIS INDIVIDUAL SHALL BE
SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO STARTING EARTHWORK.
3. THE DESIGNATED "EROSION AND SEDIMENT CONTROL SUPERVISOR" SHALL NOTIFY THE ENGINEER
IN ADVANCE OF ANY FIELD CHANGES TO THE EROSION AND SEDIMENT CONTROL MEASURES
INDICATED IN THE CONTRACT DOCUMENTS. THE ENGINEER MAY REQUIRE THE CONTRACTOR TO
SUBMIT A MODIFIED EROSION AND SEDIMENT CONTROL PLAN FOR APPROVAL PRIOR TO
IMPLEMENTING ANY FIELD CHANGES.
4. THE SITE SHALL AT ALL TIMES BE GRADED AND MAINTAINED SUCH THAT ALL STORM WATER
RUNOFF FROM DISTURBED AREAS IS DIVERTED TO SOIL EROSION AND SEDIMENT CONTROL
DEVICES BEFORE LEAVING THE SITE.
5. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY SOIL
DISTURBANCE FOR WHICH THEY ARE INTENDED AND SHALL REMAIN IN PLACE UNTIL SOILS ARE
PERMANENTLY STABILIZED.
6. UNDER NO CONDITION SHALL DISCONTINUED CONSTRUCTION ACTIVITIES IN AREAS WITH SOIL
DISTURBANCES BE LEFT FOR A PERIOD OF GREATER THAN 7 DAYS WITHOUT TEMPORARILY
STABILIZING THOSE AREAS WITH TEMPORARY SEED AND MULCH. MAINTENANCE OF THOSE
AREAS SHALL INCLUDE RESEEDING AND REMULCHING AS NEEDED TO ESTABLISH A
SATISFACTORY STAND OF GRASS. THERE SHALL BE NO ADDITIONAL PAYMENT FOR RESEEDING
AND REMULCHING.
NO WET OR FRESH CONCRETE, LEACHATE, MATERIAL, OR DEBRIS SHALL BE ALLOWED TO ESCAPE
INTO A WATER BODY OR WETLAND, NOR SHALL WASHINGS FROM CONCRETE TRUCKS, MIXERS
OR OTHER DEVICES BE ALLOWED TO ENTER A WATER BODY OR WETLAND. ANY MATERIAL OR
DEBRIS ACCIDENTALLY DROPPED INTO THE CHANNEL SHALL BE IMMEDIATELY AND COMPLETELY
REMOVED AND DEPOSITED IN AN UPLAND AREA.
7. AT THE VERY MINIMUM, EROSION CONTROL SHALL BE AS SHOWN ON THIS PLAN. EROSION
CONTROL MAY CONSIST OF SEDIMENT TRAPS AND/OR ENVIRONMENTAL FENCES. THE
CONTRACTOR AND THE DEVELOPER SHALL BE RESPONSIBLE FOR THE INTEGRITY, MAINTENANCE
AND REMOVAL OF EROSION CONTROL MEASURES UNTIL NO LONGER DEEMED NECESSARY BY
THE TOWN OR IT'S REPRESENTATIVE. THE CONTRACTOR SHALL MAINTAIN THE STORM SEWER
SYSTEM UNTIL THE PROJECT IS DEVELOPED AND APPROVED BY THE TOWN AND OWNER.
SEEDING NOTE
TO PROVIDE THE FOLLOWING SEED MIXTURES DURING CONSTRUCTION:TEMPORARY SEEDING:
RYEGRASS (ANNUAL OR PERENNIAL) @ 30LBS. PER ACRE OR 0.7 LBS. PER
1000 SQUARE FEET.
PERMANENT SEEDING:
65% KENTUCKY BLUEGRASS BLEND @ 85LBS. PER ACRES OR 2.0-2.6 LBS. PER
1000 SQUARE FEET
20% PERENNIAL RYEGRASS @ 26-35 LBS. PER ACRE OR 0.6-0.8 LBS. PER 1000
SQUARE FEET
15% FINE FESCUE @ 19-26 LBS. PER ACRE OR 0.4-0.6 LBS. PER 1000 SQUARE
FEET
FOR ALL SEEDING & STABILIZATION MEASURES IT IS THE RESPONSIBILITY OF THE
OWNER & DEVELOPER TO ENSURE THAT FINAL STABILIZATION OCCURS AS
REQUIRED BY THE NYSDEC. AREAS WHERE CONSTRUCTION ACTIVITY
TEMPORARILY CEASES FOR MORE THAN 7 DAYS WILL BE STABILIZED WITH A
TEMPORARY SEED AND MULCH WITHIN 7 DAYS OF THE LAST DISTURBANCE.
ONCE CONSTRUCTION ACTIVITY CEASES PERMANENTLY IN AN AREA, THAT
AREA WILL BE STABILIZED WITH PERMANENT SEED AND MULCH. AFTER THE
ENTIRE SITE IS STABILIZED, THE ACCUMULATED SEDIMENT WILL BE REMOVED
FROM THE SEDIMENT BASIN(s).
CONSTRUCTION SEQUENCE FOR
GRADING AND EROSION CONTROL:
1. INSTALL STABILIZED CONSTRUCTION ENTRANCE.
2. CONSTRUCT EROSION CONTROL MEASURES AS SHOWN ON THE PLANS.
3. GRADE IMPROVEMENTS AREAS WITHIN THE PROJECT SITE. AREAS WHERE
CONSTRUCTION ACTIVITY TEMPORARILY CEASES FOR MORE THAN 7 DAYS
WILL BE STABILIZED WITH A TEMPORARY SEED AND MULCH WITHIN 7 DAYS
OF THE LAST DISTURBANCE.
4. SEED ALL DISTURBED AREAS WITHIN 10 DAYS AFTER FINAL GRADING,
CONTRACTOR IS RESPONSIBLE TO RESEED IF GRADING IS
UNSATISFACTORY.
5. UPON APPROVAL OF THE TOWN, REMOVE ALL TEMPORARY SILTATION
CONTROLS.
6. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BASED
UPON ACTUAL FIELD CONDITIONS AOBE. CONTRACTOR SHALL PROVIDE
FOR THIS COST IN HIS CONTRACT.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SILTATION AND
EROSION CONTROL MEASURES FROM INSTALLATION THROUGH
MAINTENANCE AND REMOVAL AFTER REVEGETATION HAS BEEN
ESTABLISHED.
8. ALL EROSION AND SEDIMENT CONTROL METHODS WILL BE DESIGNED AND
INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE NEW YORK
STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT
CONTROL
CONSTRUCTION SPECIFICATIONS
WOVEN WIRE FENCE(MIN. 14 GAUGEW/ MAX. 6" MESH SPACING)
36" MIN. LENGTH FENCEPOSTS DRIVEN MIN. 16"INTO GROUND.
HEIGHT OF FILTER = 16" MIN.
8" MIN.FLO
W
FLO
W
10' MAX. C. TO C.
5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN
4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT.
FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 14 GAUGE, 6" MAXIMUM MESH OPENING.
2. FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE
3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X,
OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD.1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES
"BULGES" DEVELOP IN THE SILT FENCE.
MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT.
EMBED FILTER CLOTHA MIN. OF 6" IN GROUND.
4"
16"MIN.
WOVEN WIRE FENCE (MIN. 14 GAUGE W/ MAX. 6" MESH SPACING) WITH FILTER CLOTH
36" MIN. FENCE POST
FLOW
COMPACTED SOIL
20"MIN.
PERSPECTIVE VIEW
SECTION VIEW
L L
SILT FENCE DETAIL
N.T.S.
UNDISTURBEDGROUND
NYSDAM DECOMISSIONING NOTES:
1. DECOMMISSIONING
2. IF THE OPERATION OF THE GENERATION FACILITY IS PERMANENTLY
DISCONTINUED, REMOVE ALL ABOVE GROUND STRUCTURES
3. (INCLUDING PANELS, RACKING, SIGNAGE, EQUIPMENT PAD, SECURITY
FENCING) AND UNDERGROUND UTILITIES IF LESS THAN 48-
4. INCHES DEEP. ALL CONCRETE PIERS, FOOTERS, OR OTHER SUPPORTS MUST BE
REMOVED TO A MINIMUM DEPTH OF 48-INCHES
5. BELOW THE SOIL SURFACE. THE FOLLOWING REQUIREMENTS APPLY TO
ELECTRIC CONDUCTORS LOCATED AT THE RESPECTIVE RANGE
6. OF DEPTH BELOW THE SURFACE:
7. • 48-INCHES PLUS: ALL UNDERGROUND ELECTRIC CONDUITS AND DIRECT
BURIED CONDUCTORS MAY BE ABANDONED IN
8. PLACE. APPLICABLE CONDUIT RISERS MUST BE REMOVED, AND ABANDONED
CONDUIT MUST BE SEALED OR CAPPED TO
9. AVOID A POTENTIAL TO DIRECT SUBSURFACE DRAINAGE ONTO
NEIGHBORING LAND USES.
10.• LESS THAN 48-INCHES: ALL UNDERGROUND DIRECT BURIED ELECTRIC
CONDUCTORS AND CONDUCTORS IN CONDUIT AND
11.ASSOCIATED CONDUIT WITH LESS THAN 48-INCHES OF COVER MUST BE
REMOVED, BY MEANS OF CAUSING THE LEAST
12.AMOUNT OF DISTURBANCE AS POSSIBLE.
13.ACCESS ROADS IN AGRICULTURAL AREAS MUST BE REMOVED, UNLESS
OTHERWISE SPECIFIED BY THE LANDOWNER. IF ACCESS IS TO
14.BE REMOVED, TOPSOIL WILL HAVE TO BE RETURNED FROM RECORDED
PROJECT EXCESS NATIVE TOPSOIL DISPOSAL AREAS, IF
15.PRESENT, OR IMPORTED TOPSOIL FREE OF INVASIVE SPECIES THAT IS
CONSISTENT WITH THE QUALITY OF TOPSOIL ON THE AFFECTED
16.SITE. RESTORE ALL AREAS INTENDED FOR AGRICULTURAL PRODUCTION,
ACCORDING TO RECOMMENDATIONS BY THE CURRENT
17.LANDOWNER OR LEASING AGRICULTURAL PRODUCER, AND AS REQUIRED BY
ANY APPLICABLE PERMIT, THE SOIL AND WATER
18.CONSERVATION DISTRICT, AND NYSDAM.
19.MONITORING AND RESTORATION REQUIREMENTS IN ACCORDANCE TO THE
PRIOR SECTIONS OF THESE GUIDELINES, WILL BE REQUIRED
20.FOR THE DECOMMISSION
CONSTRUCTION SPECIFICATIONS
3'5:1
PLAN VIEW
PROFILEEXISTING
GROUND
FILTER
CLOTH
EXISTING
PAVEMENT
MOUNTABLE BERM
(OPTIONAL)
EXISTING
PAVEMENT
10'MIN.
10'MIN.
15'MIN.
50'MIN.
12"MIN.
EXISTING
GROUND
50'MIN.
12'MIN.
1. STONE SIZE - USE 2" STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT.
2. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30
FOOT MINIMUM LENGTH WOULD APPLY).
3. THICKNESS - NOT LESS THAN TWELVE (12) INCHES.
4. WIDTH - FIFTEEN (15) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS
WHERE INGRESS OR EGRESS OCCURS. TWENTY-FOUR (24) FOOT IF SINGLE ENTRANCE
TO SITE.
5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE.
6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD
CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS
IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED.
7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL
PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, ALL
SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY
MUST BE REMOVED IMMEDIATELY.
8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON A AREA STABILIZED WITH STONE
AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE.
9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH
RAIN
STABILIZED CONSTRUCTION ENTRANCE
N.T.S.
FENCE SUPPORT POLE INSTALLATION DETAIL
N.T.S.
5'
7'
SOLIDLOCK PRO 20
PROFESSIONAL STRENGTH FIXED KNOT FENCE
OR APPROVED EQUAL
CLASS 5 WOODEN POLE. MINIMUM SOUTHERN YELLOW PINE OR DOUGLAS FIR.
SET 10.0' O.C. ALL POLES TO BE SET PLUMB.
N.T.S.
4' MIN. (TYP.)
SELECT GRANULAR FILL
NYSDOT ITEM 203.07
PAVEMENT SECTION
65"
40"
SEE PLANS
6"2'
18"
PROPOSED
RIP RAP SCOUR PROTECTION
NYSDEC CLASS III, FROM TABLE
5B.3 FROM NYS STANDARDS AND
SPECIFICATIONS FOR EROSION
AND SEDIMENT CONTROL (TYP)
ALUMINUM BASE
CHANNEL
11516"
CONCRETE
FOUNDATION
(4,000 PSI)
12"338"
N.T.S.
ARCH TO FOUNDATION
CONNECTION DETAIL
9"x2-1/2" ALUMINUM
STRUCTURAL PLATE ARCH
(THICKNESS 0.125")
BY LANE ENTERPRISES OR
APPROVED EQUAL
2'
STRUCTURAL PLATE
ISOMETRIC DETAIL
N.T.S.
#4 BARS @ 24" O.C. (TYP)
#4 BARS (TYP)
3 4"Ø x 1-3 4"
3 4"Ø x 3-12"
1"x37 8"
KNOCKOUT
ANCHORS
(BEND DOWN
AND TWIST)
NOTE: PROVIDE
ANCHORS
EVERY 12" PER
DETAIL BELOW
LENGTH OF ARCH
PLACE LARGE STONES SIDE BY
SIDE ON THE BEDDING
MATERIAL WITH SMOOTH
SURFACES FACING UP.
18" MIN
1. SLOPE SHALL BE GRADED TO 2:1 OR FLATTER PRIOR TO PLACING RIP RAP.
2. PLACE THE FABRIC DIRECTLY ON THE PREPARED FOUNDATION. OVERLAP THE EDGES BY AT
LEAST 2 FEET. BURY THE UPPER AND LOWER ENDS OF THE FABRIC A MINIMUM OF 12 INCHES
BELOW GROUND. TAKE PRECAUTIONS NOT TO DAMAGE THE FABRIC BY DROPPING THE
RIPRAP. IF DAMAGE OCCURS, REMOVE THE RIPRAP AND REPAIR THE SHEET BY ADDING
ANOTHER LAYER OF FILTER FABRIC WITH A MINIMUM OVERLAP OF 12 INCHES AROUND THE
DAMAGED AREA.
3. PLACEMENT OF THE RIPRAP SHOULD FOLLOW IMMEDIATELY AFTER PLACEMENT OF THE
FILTER FABRIC. PLACE RIPRAP SO THAT IT FORMS DENSE, WELL-GRADED MASS OF STONE
WITH A MINIMUM OF VOIDS. THE DESIRED DISTRIBUTION OF STONES THROUGHOUT THE MASS
MAY BE OBTAINED BY SELECTIVE LOADING AT THE QUARRY AND CONTROLLED DUMPING
DURING FINAL PLACEMENT. PLACE RIPRAP TO ITS FULL THICKNESS IN ONE OPERATION. DO
NOT PLACE RIPRAP BY DUMPING THROUGH CHUTES OR OTHER METHODS THAT CAUSE
SEGREGATION OF STONE SIZES. BE CAREFUL NOT TO DISLODGE THE UNDERLYING BASE OR
FILTER WHEN PLACING THE STONES.
4. ENDS OF THE RIP RAP SHALL BE KEYED INTO A STABLE BANK. WHEN TYING INTO OTHER
STRUCTURES, LARGER RIPRAP CAN BE LAID IN STEPS OR STACKED AS NEEDED TO FIT. STONES
LARGER THAN THOSE DESIGNATED FOR FLOW (12") SHALL BE USED FOR THIS PURPOSE.
NOTES:
N.T.S.
RIP-RAP INSTALLATION DETAIL
CLASS III RIP-RAP PER TABLE 5B.3
FROM THE NYS STANDARDS AND
SPECIFICATIONS FOR EROSION
AND SEDIMENT CONTROL
TENCATE MIRAFI H2Ri
OR APPROVED EQUAL
EXTEND RIP RAP END
TREATMENT 2' ABOVE THE TOP
OF ARCH NYSDEC CLASS III,
FROM TABLE 5B.3 FROM NYS
STANDARDS AND
SPECIFICATIONS FOR EROSION
AND SEDIMENT CONTROL (TYP)
18"CREEK BOTTOM
PLATE ARCH
GAUGE = 0.125
T-II RIBS @ 9" SPACING
ALUMINUM STRUCTURAL PLATE BOX CULVERT DETAILS
2' - 338"
RIP-RAP SCOUR
PROTECTION
CONCRETE
FOUNDATION
FOUNDATION
SUB-BASE
CONSTRUCTION SPECIFICATIONS
SAME ELEVATION
B
TOE
B
A
A
CREST
SPACING VARIES
DEPENDING ON
CHANNEL SLOPE
CUTOFF TRENCH
DESIGN BOTTOM
FILTER
FABRIC
FILTER FABRIC
CUTOFF TRENCH
18" WIDE
6" DEEP
PROFILE
NOT TO SCALE
SECTION B-B
NOT TO SCALE
SECTION A-A
NOT TO SCALE
24" MAX
@ CENTER
1.5'MIN.
18"11 1 1
1212
6"
9"MIN.
24" MAX
@ CENTER
X
H
X =H (Ft)
SLOPE (FT/FT)
SLOPE
N.T.S.
1. STONE WILL BE PLACED ON A FILTER FABRIC FOUNDATION TO THE LINES, GRADES AND
LOCATIONS SHOWN IN THE PLAN.
2. SET SPACING OF CHECK DAMS TO ASSUME THAT THE ELEVATIONS OF THE CREST OF THE
DOWNSTREAM DAM IS AT THE SAME ELEVATION OF THE TOE OF THE UPSTREAM DAM.
3. EXTEND THE STONE A MINIMUM OF 1.5 FEET BEYOND THE DITCH BANKS TO PREVENT
CUTTING AROUND THE DAM.
4. PROTECT THE CHANNEL DOWNSTREAM OF THE LOWEST CHECK DAM FROM SCOUR AND
EROSION WITH STONE OR LINER AS APPROPRIATE.
5. ENSURE THAT CHANNEL APPURTENANCES SUCH AS CULVERT ENTRANCES BELOW
CHECK DAMS ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED
STONE. MAXIMUM DRAINAGE AREA 2 ACRES.STONE CHECK DAM
No.
Revisions
ARTICLE 147 SECTION 7307. THESE PLANS ARE COPYRIGHT PROTECTED
VIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 AND
UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN
c
Date By Description
Sheet No.
Project No.
Date
Drawing No.
Scale:
Town/City:
County:State:
Designed by
Project Manager
Principal-in-Charge
PASSERO ASSOCIATES
Client:
PASSERO ASSOCIATES
engineering
242 West Main Street Suite 100
Rochester, New York 14614
(585) 325-1000
Fax: (585) 325-1691
architecture
NORBUT SOLAR 1241 UNIVERSITY AVE.ROCHESTER, NY 14607
Jess Sudol, PE
David Cox, PE
Austin Goodwin, EIT.
NORBUT SOLAR
DANBY SITE
ITHACA
TOMPKINS NEW YORK
20213129.0001
OCTOBER 2021
NOT FOR CONSTRUCTION
Town of Danby
LOCATION SKETCH
N.T.S.
PROJECT
LOCATION
NOTES & DETAILS
C 202 12
N/A
NYSDEC APPROVED PERVIOUS GRAVEL
ACCESS ROAD
N.T.S.
BAL
D
H
I
L
L
R
O
A
D
(49
.
5
'
R
.
O
.
W
.
)
N3
°
0
5
'
0
8
"
E
4
1
6
.
0
1
'
N89°21'34"W 250.00'
S3
°
0
5
'
0
8
"
W
7
1
6
.
4
7
'
S61
°
3
8
'
3
3
"
E
2
8
1
.
7
8
'
S
4
5
°
3
1
'
3
3
"
E
4
3
9
.
3
6
'
T
O
℄
S43
°
1
8
'
1
9
"
W
4
5
.
0
1
'
N
4
5
°
3
1
'
3
3
"
W
4
4
2
.
4
1
'
T
O
℄
L=70.93'
R=150.00'
Δ=27°05'34"
N6
1
°
3
8
'
3
3
"
W
2
1
5
.
6
5
'
N88°44'08"W 141.34'
BAL
D
H
I
L
L
R
O
A
D
(49
.
5
'
R
.
O
.
W
.
)
N3
°
0
5
'
0
8
"
E
4
1
6
.
0
1
'
N89°21'34"W 250.00'
S3
°
0
5
'
0
8
"
W
7
1
6
.
4
7
'
S61
°
3
8
'
3
3
"
E
2
8
1
.
7
8
'
S
4
5
°
3
1
'
3
3
"
E
4
3
9
.
3
6
'
T
O
℄
S43
°
1
8
'
1
9
"
W
4
5
.
0
1
'
N
4
5
°
3
1
'
3
3
"
W
4
4
2
.
4
1
'
T
O
℄
L=70.93'
R=150.00'
Δ=27°05'34"
N6
1
°
3
8
'
3
3
"
W
2
1
5
.
6
5
'
N88°44'08"W 141.34'
7' TALL WIRE FENCE WITH 6"WOODEN POLES SET 10' O.C.SEE DETAIL ON SHEET C 201
EXISTING SLOPES >15% (TYP.)
NYSDEC APPROVED PERVIOUSACCESS DRIVE BY TRC ENGINEERS.SEE DETAIL ON SHEET C 201
PROPOSED SOLARARRAY LAYOUT
PROPOSED SILTFENCE
TREES TO BEREMOVED (TYP.)
16
'
23'16'
50
'
A
R
R
A
Y
B
U
F
F
E
R
20
'
75'
75'
50
'
43'
20'
1
0
0
'
S
O
L
A
R
A
R
R
A
Y
T
O
A
D
J
A
C
E
N
T
S
T
R
U
C
T
U
R
E
S
B
U
F
F
E
R
28'R
48'R
28'R
48'R
28
'
R
48
'
R
28'R
PROPOSED TREELINE
PROPOSED 20' DOUBLE SWING BARRIER GATE WITH LOCK AND
OPTIONAL ARM GATE & POST SAFETY TAPE KIT. PRODUCED BY
BARRIER GATE BRANDS OR APPROVED EQUAL.
SF SF SF
NATURAL SCREENING AREA OF HONEYSUCKLESHRUB AND NATURAL VEGETATION TO REMAINUNDISTURBED. MAINTAIN TO A HEIGHT OF NOMORE THAN 25"
73
'
87
'
30
'
48'
R
28'
R
SF
SF
SF
SF
SF
SF
PROPOSED SILTFENCE
PROPOSED SILT FENCE TO BEINSTALLED ALONG CONTOUR (TYP.)
PROPOSED SILTFENCE TO BEINSTALLEDALONGCONTOUR
PROPOSED SILT FENCE
EXISTING 12" CPP TO BEEXTENDED BY 11'. INV=1256.68
NYSDEC APPROVED PERVIOUS ACCESSDRIVE PER DETAIL. PERVIOUS ACCESSDRIVE ENDS AT PROPOSED GATE
EXISTING ACCESS DRIVE FOR #54 BALDHILL ROAD TO MAINTAIN EXISTINGCHARACTERISTICS.
#54 BALD HILL ROAD
TO BE REMOVED
TO BE REMOVED
TO BE REMOVED
D-5
12" END
INV=1258.32
D-4
12" END
INV=1258.82
23 LF 12" HDPE
STM.@ 2.20%
171' TO CLEARING LIMITS
18
'
20'
No.
Revisions
ARTICLE 147 SECTION 7307. THESE PLANS ARE COPYRIGHT PROTECTED
VIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 AND
UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN
c
Date By Description
Sheet No.
Project No.
Date
Drawing No.
Scale:
Town/City:
County:State:
Designed by
Project Manager
Principal-in-Charge
PASSERO ASSOCIATES
Client:
PASSERO ASSOCIATES
engineering
242 West Main Street Suite 100
Rochester, New York 14614
(585) 325-1000
Fax: (585) 325-1691
architecture
NORBUT SOLAR 1241 UNIVERSITY AVE.ROCHESTER, NY 14607
Jess Sudol, PE
David Cox, PE
Austin Goodwin, EIT.
NORBUT SOLAR
DANBY SITE
ITHACA
TOMPKINS NEW YORK
20213129.0001
OCTOBER 2021
NOT FOR CONSTRUCTION
Town of Danby
LOCATION SKETCH
N.T.S.
PROJECT
LOCATION
00 4020 80
SCALE: 1"=40'
HORIZONTAL SCALE
40
Y:
\
P
R
O
J
E
C
T
S
-
N
E
W
\
2
0
2
1
\
2
0
2
1
3
1
2
9
\
2
0
2
1
3
1
2
9
.
0
0
0
1
\
0
1
C
A
D
-
B
I
M
-
M
O
D
E
L
S
\
C
I
V
I
L
\
S
L
D
A
N
B
Y
P
L
A
N
T
I
N
G
P
L
A
N
S
1
2
0
7
2
1
.
D
W
G
1
2
/
8
/
2
0
2
1
4
:
4
5
P
M
A
u
s
t
i
n
G
o
o
d
w
i
n
SITE PLAN
C 108 8
1" = 40'
MA
T
C
H
L
I
N
E
C
1
0
6
MATCH LINE C 109MATCH LINE C 109
PROPOSED FENCE
SF
EXISTING MAJOR
CONTOUR
EXISTING MINOR
CONTOUR
520
521
PROPOSED SILT FENCE
LEGEND:
PROPERTY BOUNDARY
EXISTING CENTER
LINE ROAD
R.O.W.R.O.W.
EXISTING TREE LINE
REMOVE TREES
SLOPES >15%
PROPOSED TREE LINE
PROPOSED SOLAR
PANELS
PLANT LIST
SYMBOL
CC
SC-W
TO
SCIENTIFIC NAME
CARPINUS CAROLINIANA
SALIX CAPREA (WETLAND)
THUJA OCCIDENTALIS ʻTECHNYʼ
alt. ʻEMERALDʼ
alt. ʻNIGRAʼ
COMMON NAME
AMERICAN HORNBEAM
PUSSY WILLOW
AMERICAN ARBORVITAE
MATURE HEIGHT X WIDTH
20-25 x 20
15-25 x 12-15
10-15 x 8
10-15 x 4
20 x 5-10
NOTES:
1. NUMBER AND POSITION OF PLANTS IS INDICATIVE AND WILL BE BASED ON GAPS IN
EXISTING VEGETATION, FENCE LOCATION, AS WELL AS SIGHT LINES FROM NEARBY
RESIDENCES.
2. SALIX CAPREA TO BE LOCATED IN WETLAND BUFFER IF PERMITTED.
3. ARBORVITAE SPECIES ARE VARIED AND NAMES NOT CONSISTENT ACROSS SOURCES.
TARGET HEIGHT TO BE VERIFIED WITH SUPPLIER NOT TO EXCEED 25 FT.
(3) CC
(3) CC
(3) CC
(3) TO-T
(3) TO-T
(3) TO-T
pebble stream
LANDSCAPE ARCHITECTURE
1010 Highland AvenueRochester, NY 14620
tel: 585-760-994
NORBUT SOLAR DANBY SITE
SCREEN PLANTING PLAN
ITHACA, NY
DRAWING DATE:12-08-2021
REVISED:
www.pebble-stream.com
TOMPKINS COUNTY
S1
°
1
7
'
5
5
"
W
6
9
9
.
0
9
'
S88°44'09"E 12.16'
N89°51'55"W
3687.30' (DEED & MEAS.)
S1
°
1
7
'
5
5
"
W
6
9
9
.
0
9
'
S88°44'09"E 12.16'
N89°51'55"W
3687.30' (DEED & MEAS.)N89°07'38"W
30.04'
S0
S1
°
5
5
'
1
1
"
E
34
.
1
6
'
S89°05'57"W
875.40'
S1°55'11"E
5.10'
N89°05'50"E
874.40'
7' TALL WIRE FENCE WITH 6" WOODEN POLES SET10' O.C. SEE DETAIL ON SHEET C 201
7' TALL WIRE FENCE WITH 6" WOODEN POLES SET10' O.C. SEE DETAIL ON SHEET C 201
EXISTING SLOPES >15% (TYP.)
EXISTING SLOPES >15% (TYP.)
PROPOSED SOLAR ARRAY LAYOUT
PROPOSED SOLARARRAY LAYOUT
SF SF SF SF SF SF
PROPOSED SILTFENCE
PROPOSED SILTFENCE
TREES TO BE REMOVED (TYP.)
TREES TO BE REMOVED (TYP.)
23'
23'
23'
23'16'
16'
16'
50
'
50
'
75'
75'
50
'
TR
I
B
U
T
A
R
Y
B
U
F
F
E
R
50
'
TR
I
B
U
T
A
R
Y
B
U
F
F
E
R
28'R
PROPOSED TREELINE
PROPOSEDTREELINE
SF SF SF
PR
O
P
O
S
E
D
T
R
E
E
L
I
N
E
48'R
48'R
28'R
28'R
2
0
'
S
F
S
F
SF
SF
SF
S
PROPOSED SILT FENCETO BE INSTALLEDALONG CONTOUR.DOUBLE SILT FENCE INPROXIMITY TOTRUCK/CONCRETEWASHOUT AREA.
SF
PROPOSED SILT FENCETO BE INSTALLEDALONG CONTOUR
PROPOSED SILT FENCETO BE INSTALLEDALONG CONTOUR
PROPOSED TRUCK/CONCRETEWASHOUT AREA. AREA TO BEINSTALLED PER DETAILS ANDREMOVED WHENCONSTRUCTION COMPLETED.AREA TO BE RETURNED TOEXISTING CONDITIONS.
S
F
22
'
315' TO PROPOSED CLEARING LIMITS
PROPOSED SILTFENCE
SF
SF
S
F
SF
SF
SF
SF
16
'
16
'
16'
No.
Revisions
ARTICLE 147 SECTION 7307. THESE PLANS ARE COPYRIGHT PROTECTED
VIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 AND
UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN
c
Date By Description
Sheet No.
Project No.
Date
Drawing No.
Scale:
Town/City:
County:State:
Designed by
Project Manager
Principal-in-Charge
PASSERO ASSOCIATES
Client:
PASSERO ASSOCIATES
engineering
242 West Main Street Suite 100
Rochester, New York 14614
(585) 325-1000
Fax: (585) 325-1691
architecture
NORBUT SOLAR 1241 UNIVERSITY AVE.ROCHESTER, NY 14607
Jess Sudol, PE
David Cox, PE
Austin Goodwin, EIT.
NORBUT SOLAR
DANBY SITE
ITHACA
TOMPKINS NEW YORK
20213129.0001
OCTOBER 2021
NOT FOR CONSTRUCTION
Town of Danby
LOCATION SKETCH
N.T.S.
PROJECT
LOCATION
00 4020 80
SCALE: 1"=40'
HORIZONTAL SCALE
40
Y:
\
P
R
O
J
E
C
T
S
-
N
E
W
\
2
0
2
1
\
2
0
2
1
3
1
2
9
\
2
0
2
1
3
1
2
9
.
0
0
0
1
\
0
1
C
A
D
-
B
I
M
-
M
O
D
E
L
S
\
C
I
V
I
L
\
S
L
D
A
N
B
Y
P
L
A
N
T
I
N
G
P
L
A
N
S
1
2
0
7
2
1
.
D
W
G
1
2
/
8
/
2
0
2
1
4
:
4
5
P
M
A
u
s
t
i
n
G
o
o
d
w
i
n
SITE PLAN
C 109 9
1" = 40'
TRUCK WASHDOWN AREA
N.T.S.
PROVIDE 12" THICK
STONE BASE WITH
2% MIN. CROSS SLOPE
8' WIDE
MIN.
3' DEEP
MIN.
NOTE: A 10 MIL LINER IS REQUIRED ALONG
THE SIDES AND BOTTOM OF CONCRETE
WASHDOWN AREA. WASHDOWN AREA
TO BE CLEANED OUT AT 75% CAPACITY.
MATCH LINE C 108
MA
T
C
H
L
I
N
E
C
1
0
7
MATCH LINE C 108
PROPOSED FENCE
SF
EXISTING MAJOR
CONTOUR
EXISTING MINOR
CONTOUR
520
521
PROPOSED SILT FENCE
LEGEND:
PROPERTY BOUNDARY
EXISTING CENTER
LINE ROAD
R.O.W.R.O.W.
EXISTING TREE LINE
REMOVE TREES
SLOPES >15%
PROPOSED TREE LINE
PROPOSED SOLAR
PANELS
MATCH LINE C 110
PLANT LIST
SYMBOL
CC
SC-W
TO
SCIENTIFIC NAME
CARPINUS CAROLINIANA
SALIX CAPREA (WETLAND)
THUJA OCCIDENTALIS ʻTECHNYʼ
alt. ʻEMERALDʼ
alt. ʻNIGRAʼ
COMMON NAME
AMERICAN HORNBEAM
PUSSY WILLOW
AMERICAN ARBORVITAE
MATURE HEIGHT X WIDTH
20-25 x 20
15-25 x 12-15
10-15 x 8
10-15 x 4
20 x 5-10
NOTES:
1. NUMBER AND POSITION OF PLANTS IS INDICATIVE AND WILL BE BASED ON GAPS IN
EXISTING VEGETATION, FENCE LOCATION, AS WELL AS SIGHT LINES FROM NEARBY
RESIDENCES.
2. SALIX CAPREA TO BE LOCATED IN WETLAND BUFFER IF PERMITTED.
3. ARBORVITAE SPECIES ARE VARIED AND NAMES NOT CONSISTENT ACROSS SOURCES.
TARGET HEIGHT TO BE VERIFIED WITH SUPPLIER NOT TO EXCEED 25 FT.
(3) CC
(3) TO-T
(3) TO-T
S(3) SC-W
(3) SC-W
(3) TO-T
(3) CC
(3) CC
(3) CC
(3) TO-T
(3) TO-T
pebble stream
LANDSCAPE ARCHITECTURE
1010 Highland AvenueRochester, NY 14620
tel: 585-760-994
NORBUT SOLAR DANBY SITE
SCREEN PLANTING PLAN
ITHACA, NY
DRAWING DATE:12-08-2021
REVISED:
www.pebble-stream.com
TOMPKINS COUNTY
N89°18'34"W 1049.08'
S3
°
0
5
'
0
8
"
W
4
1
6
.
0
0
'
S89°51'55"E 3573.55' (OVERALL)
S61
°
3
8
'
3
3
"
E
2
8
1
.
7
8
'
W
2
7
0
.
3
0
'
N0
°
3
0
'
1
1
"
W
3
2
5
.
0
6
'
LOT 1
LOT 2
LO
T
1
LO
T
2
LOT 3
N89°30'11"E 1380.63'
S89°30'11"W 1240.36'
LOT
2
LO
T
3
LO
T
2
N0
°
2
9
'
4
7
"
W
8
6
1
.
6
9
'
LO
T
1
LO
T
3
BAL
D
H
I
L
L
R
O
A
D
(49
.
5
'
R
.
O
.
W
.
)
N89°18'34"W 1049.08'
N3
°
0
5
'
0
8
"
E
4
1
6
.
0
1
'
N89°21'34"W 250.00'
S3
°
0
5
'
0
8
"
W
7
1
6
.
4
7
'
S88°44'09"E 12.16'
S61
°
3
8
'
3
3
"
E
2
8
1
.
7
8
'
S
4
5
°
3
1
'
3
3
"
E
4
3
9
.
3
6
'
T
O
℄
S43
°
1
8
'
1
9
"
W
4
5
.
0
1
'
N
4
5
°
3
1
'
3
3
"
W
4
4
2
.
4
1
'
T
O
℄
N61
°
3
8
'
3
3
"
W
2
1
5
.
6
5
'
W
2
7
0
.
3
0
'
1714.63' LOT 3
LOT 1
LOT 2
LOT 3
N89°30'11"E 1386.78'
S89°30'11"W 1240.36'
=Kdƙ
ƗȂƛƞƞȂƚƘƝɠ]XȈ$dȈ
ƙƜȈƚƜƛɠY]
L=70.93'
R=150.00'
Δ=27°05'34"
S3
°
0
5
'
0
8
"
W
2
5
4
.
5
6
'
N3
°
0
5
'
0
8
"
E
2
6
8
.
6
9
'
LO
T
1
LO
T
2
LO
T
3
N88°44'08"W 141.34'
S1
°
1
7
'
5
5
"
W
6
9
9
.
0
9
'
PROPOSED CROSS
ACCESS EASEMENT
BETWEEN LOTS 1,2
AND 3
PROPOSED CROSS
ACCESS EASEMENT
BETWEEN LOTS 1,2
AND 3
PROPOSED CROSS
ACCESS EASEMENT
BETWEEN LOTS 1,2
AND 3
LO
T
3
N60
°
4
4
'
2
5
"
W
2
3
7
.
2
3
'
S89°30'11"W 1240.36'
Rochester, NY - Fernandina Beach, FL
Passero Associates
www.passero.com
No. Date By Description
Revisions
ARTICLE 147 SECTION 7307. THESE PLANS ARE COPYRIGHT PROTECTED
VIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 AND
UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN
c
Project No.
Date
Drawing No.
Scale:
Sheet No.
242 WEST MAIN STREET, SUITE 100 (585) 325-1000
Passero Associates
ROCHESTER, NY 14614 Fax: (585) 760-8580
SITE
ABBREVIATION TABLE
BLDG. BUILDING
C.L.F. CHAIN LINK FENCE
CNC. CONCRETE
MEAS. MEASURES
R.O.W. RIGHT OF WAY
STKF. STOCKADE FENCE
E.O.P. EDGE OF PAVEMENT
Drafted by Alan J. Snyder, PLS
Project Manager Robert A. Vento, PLS
Principal-in-Charge David L. Cox, PE
MA
T
C
H
L
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N
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S
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2
GRAPHIC SCALE
80 0 40 80 160
1" = 80'
NA
D
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8
3
DE
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(M
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T
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1
9
8
4
)
Client:
NORBUT SOLAR FARM, LLC
1241 UNIVERSITY AVENUE
ROCHESTER, NY, 14614
ATTN: CURTIS RAYMOND
CURTIS@NORBUTSOLARFARMS.COM
(585) 504-2200
1 of 3
1" = 80'
JUNE 2021
SUB-1
20213129.0001
"NSF DANBY
SUBDIVISION PLAT"
BEING A SUBDIVISION OF: TAX ACCT. NO.
10-1-21.122
LANDS NOW OR FORMERLY OF RUSSELL H.
AND KIM B. NITCHMAN
SITUATED ON THE NORTHWESTERLY SIDE OF
BALD HILL ROAD, TOWN OF DANBY, COUNTY OF
TOMPKINS, NEW YORK STATE
BEING PART OF LOT 28 AND A PART OF LOT 35 IN
THE NORTHWEST SECTION OF TOWNSHIP 7 OF
THE WATKINS AND FLINTS PURCHASE
GUNDERMAN RD.
LEIB RD.
BAL
D
H
I
L
L
R
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.
CO
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D
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A
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ROBERT A. VENTO N.Y.S.P.L.S. NO. 049701 DATE
bvento@passero.com
SEE FRONTAGE
DETAIL PAGE 3 OF 3
1 12.9.21 AS DRIVEWAY RE-ALIGNED
N0
°
0
1
'
1
3
"
E
4
7
8
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2
6
'
N89°17'09"E 460.00'
N1
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2
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N2
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5
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N89°19'46"W 1005.62'N89°49'58"W 1532.08'
N89°18'34"W
S3
°
0
5
'
0
8
"
W
4
1
6
.
0
0
'
S89°51'55"E 3573.55' (OVERALL)
=KdƗ
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841.62' LOT 1 1017.30' LOT 2
S0
°
3
0
'
1
2
"
E
1
3
3
3
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8
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S89°49'57"E 1104.89'
N0
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'
1
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3
2
5
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0
6
'
LOT 1
LOT 2
LOT 1
LOT 2
LO
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LO
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LOT 3
LO
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LO
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1
N
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LOT
2
LO
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LO
T
2
N0
°
2
9
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4
7
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W
8
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N
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PROPOSED CROSS
ACCESS EASEMENT
BETWEEN LOTS 1,2
AND 3
PROPOSED CROSS
ACCESS EASEMENT
BETWEEN LOTS 1,2
AND 3
LO
T
3
N60
°
4
4
'
2
5
"
W
2
3
7
.
2
3
'
S89°30'11"W 1240.36'
Rochester, NY - Fernandina Beach, FL
Passero Associates
www.passero.com
No. Date By Description
Revisions
ARTICLE 147 SECTION 7307. THESE PLANS ARE COPYRIGHT PROTECTED
VIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 AND
UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN
c
Project No.
Date
Drawing No.
Scale:
Sheet No.
242 WEST MAIN STREET, SUITE 100 (585) 325-1000
Passero Associates
ROCHESTER, NY 14614 Fax: (585) 760-8580
Client:
NORBUT SOLAR FARM, LLC
1241 UNIVERSITY AVENUE
ROCHESTER, NY, 14614
ATTN: CURTIS RAYMOND
CURTIS@NORBUTSOLARFARMS.COM
(585) 504-2200
ABBREVIATION TABLE
BLDG. BUILDING
C.L.F. CHAIN LINK FENCE
CNC. CONCRETE
MEAS. MEASURES
R.O.W. RIGHT OF WAY
STKF. STOCKADE FENCE
E.O.P. EDGE OF PAVEMENT
Drafted by Alan J. Snyder, PLS
Project Manager Robert A. Vento, PLS
Principal-in-Charge David L. Cox, PE
2 of 3
1" = 80'
JUNE 2021
SUB-1
20213129.0001
MA
T
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H
L
I
N
E
S
H
E
E
T
1
GRAPHIC SCALE
80 0 40 80 160
1" = 80'
NA
D
-
8
3
DE
E
D
(M
A
G
N
E
T
I
C
N
O
R
T
H
1
9
8
4
)
SITE
GUNDERMAN RD.
LEIB RD.
BAL
D
H
I
L
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.
CO
M
F
O
R
T
R
D
.
D
A
N
B
Y
R
D
.
ROBERT A. VENTO N.Y.S.P.L.S. NO. 049701 DATE
bvento@passero.com
"NSF DANBY
SUBDIVISION PLAT"
BEING A SUBDIVISION OF: TAX ACCT. NO.
10-1-21.122
LANDS NOW OR FORMERLY OF RUSSELL H.
AND KIM B. NITCHMAN
SITUATED ON THE NORTHWESTERLY SIDE OF
BALD HILL ROAD, TOWN OF DANBY, COUNTY OF
TOMPKINS, NEW YORK STATE
BEING PART OF LOT 28 AND A PART OF LOT 35 IN
THE NORTHWEST SECTION OF TOWNSHIP 7 OF
THE WATKINS AND FLINTS PURCHASE
BAL
D
H
I
L
L
R
O
A
D
(49
.
5
'
R
.
O
.
W
.
)
N3
°
0
5
'
0
8
"
E
4
1
6
.
0
1
'
N89°21'34"W 250.00'
S3
°
0
5
'
0
8
"
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7
1
6
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'
S88°44'09"E 12.16'
S61
°
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5
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℄
S43
°
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8
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9
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'
N
4
5
°
3
1
'
3
3
"
W
4
4
2
.
4
1
'
T
O
℄
N61
°
3
8
'
3
3
"
W
2
1
5
.
6
5
'
L=70.93'
R=150.00'
Δ=27°05'34"
S3
°
0
5
'
0
8
"
W
2
5
4
.
5
6
'
N3
°
0
5
'
0
8
"
E
2
6
8
.
6
9
'
LO
T
1
LO
T
2
LO
T
3
LOT 1
LOT 2
LOT 3
N88°44'08"W 243.78'
S88°44'08"E 210.63'
LO
T
2
LOT
3
LOT
1
N88°44'08"W 141.34'
N61
°
3
8
'
3
3
"
W
2
6
3
.
2
7
'
S61
°
3
8
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3
3
"
E
2
5
7
.
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3
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5
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4
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4
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N
4
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°
3
1
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3
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W
4
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1
2
4
.
7
5
'
15.00'
15.00'
15.01'
PROPOSED CROSS
ACCESS EASEMENT
BETWEEN LOTS 1,2
AND 3
PROPOSED CROSS
ACCESS EASEMENT
BETWEEN LOTS 1,2
AND 3
Rochester, NY - Fernandina Beach, FL
Passero Associates
www.passero.com
No. Date By Description
Revisions
ARTICLE 147 SECTION 7307. THESE PLANS ARE COPYRIGHT PROTECTED
VIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 AND
UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN
c
Project No.
Date
Drawing No.
Scale:
Sheet No.
242 WEST MAIN STREET, SUITE 100 (585) 325-1000
Passero Associates
ROCHESTER, NY 14614 Fax: (585) 760-8580
SITE
ABBREVIATION TABLE
BLDG. BUILDING
C.L.F. CHAIN LINK FENCE
CNC. CONCRETE
MEAS. MEASURES
R.O.W. RIGHT OF WAY
STKF. STOCKADE FENCE
E.O.P. EDGE OF PAVEMENT
Drafted by Alan J. Snyder, PLS
Project Manager Robert A. Vento, PLS
Principal-in-Charge David L. Cox, PE
NA
D
-
8
3
DE
E
D
(M
A
G
N
E
T
I
C
N
O
R
T
H
1
9
8
4
)
Client:
NORBUT SOLAR FARM, LLC
1241 UNIVERSITY AVENUE
ROCHESTER, NY, 14614
ATTN: CURTIS RAYMOND
CURTIS@NORBUTSOLARFARMS.COM
(585) 504-2200
3 of 3
1" = 40'
JUNE 2021
SUB-1
20213129.0001
GUNDERMAN RD.
LEIB RD.
BAL
D
H
I
L
L
R
D
.
CO
M
F
O
R
T
R
D
.
D
A
N
B
Y
R
D
.
ROBERT A. VENTO N.Y.S.P.L.S. NO. 049701 DATE
bvento@passero.com
GRAPHIC SCALE
40 0 20 40 80
1" = 40'
FRONTAGE DETAIL
"NSF DANBY
SUBDIVISION PLAT"
BEING A SUBDIVISION OF: TAX ACCT. NO.
10-1-21.122
LANDS NOW OR FORMERLY OF RUSSELL H.
AND KIM B. NITCHMAN
SITUATED ON THE NORTHWESTERLY SIDE OF
BALD HILL ROAD, TOWN OF DANBY, COUNTY OF
TOMPKINS, NEW YORK STATE
BEING PART OF LOT 28 AND A PART OF LOT 35 IN
THE NORTHWEST SECTION OF TOWNSHIP 7 OF
THE WATKINS AND FLINTS PURCHASE
FRONTAGE
DETAIL
6707 Winchester Cir, Boulder, CO 80301
888 Federal Blvd, Denver, CO 80204
www.NamasteSolar.com x 303.447.0300
252 LAYOUT
Mono Multi Solutions
465-485W
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Technical Data
100/125kW, 1500Vdc String Inverters for North America
The 100 & 125kW high power CPS three phase string inverters are designed for ground mount applications. The units are high
performance, advanced and reliable inverters designed specifically for the North American environment and grid. High efficiency
at 99.1% peak and 98.5% CEC, wide operating voltages, broad temperature ranges and a NEMA Type 4X enclosure enable this
inverter platform to operate at high performance across many applications. The CPS 100/125kW products ship with the Standard
or Centralized Wire-box, each fully integrated and separable with AC and DC disconnect switches. The Standard Wire-box inlcudes
touch safe fusing for up to 20 strings. The CPS Flex Gateway enables communication, controls and remote product upgrades.
NFPA 70, NEC 2014 and 2017 compliant
Touch safe DC Fuse holders adds convenience and safety
CPS Flex Gateway enables remote FW upgrades
Integrated AC & DC disconnect switches
1 MPPT with 20 fused inputs for maximum flexibility
Copper and Aluminum compatible AC connections
Key Features
Datasheet
CPS SCH100/125KTL-DO/US-600
100/125KTL Centralized Wire-box
CHINT POWER SYSTEMS AMERICA 2020/01-MKT NA Chint Power Systems America
6800 Koll Center Parkway, Suite 235 Pleasanton, CA 94566
Tel: 855-584-7168 Mail: AmericaSales@chintpower.com Web: www.chintpowersystems.com
for North A
NEMA Type 4X outdoor rated, tough tested enclosure
Advanced Smart-Grid features (CA Rule 21 certified)
kVA Headroom yields 100kW @ 0.9PF and 125kW @ 0.95PF
Generous 1.87 and 1.5 DC/AC Inverter Load Ratios
Separable wire-box design for fast service
Standard 5 year warranty with extensions to 20 years
100/125KTL Standard Wire-box
Technical Data
Model Name CPS SCH100KTL-DO/US-600 CPS SCH125KTL-DO/US-600
Max. PV Power
Max. DC Input Voltage
Operating DC Input Voltage Range
Start-up DC Input Voltage / Power
Number of MPP Trackers
MPPT Voltage Range1
Max. PV Input Current (Isc x1.25)
Number of DC Inputs
DC Disconnection Type
DC Surge Protection
Rated AC Output Power 100kW 125kW
Max. AC Output Power2 100kVA (111KVA @ PF>0.9) 125kVA (132KVA @ PF>0.95)
Rated Output Voltage
Output Voltage Range3
Grid Connection Type4
Max. AC Output Current @600Vac 96.2/106.8A 120.3/127.2A
Rated Output Frequency
Output Frequency Range3
Power Factor >0.99 (±0.8 adjustable) >0.99 (±0.8 adjustable)
Current THD
Max. Fault Current Contribution (1-cycle RMS)
Max. OCPD Rating 150A 175A
AC Disconnection Type
AC Surge Protection
Topology
Max. Efficiency
CEC Efficiency
Stand-by / Night Consumption
Enclosure Protection Degree
Cooling Method
Operating Temperature Range
Non-Operating Temperature Range5
Operating Humidity
Operating Altitude
Audible Noise
User Interface and Display
Inverter Monitoring
Site Level Monitoring
Modbus Data Mapping
Remote Diagnostics / FW Upgrade Functions
Dimensions (WxHxD)
Weight
Mounting / Installation Angle
AC Termination
DC Termination
Fused String Inputs
Safety and EMC Standard
Selectable Grid Standard
Smart-Grid Features
Standard6
Extended Terms
1) See user manual for further information regarding MPPT Voltage Range when operating at non-unity PF
2) "Max. AC Apparent Power" rating valid within MPPT voltage range and temperature range of -30°C to +40°C (-22°F to +104°F) for 100KW PF >0.9 and 125KW PF >0.95
3) The "Output Voltage Range" and "Output Frequency Range" may differ according to the specific grid standard.
4) W ye neutral-grounded, Delta may not be corner-grounded.
5) See user manual for further requirements regarding non-operating conditions.
6) 5 year warranty effective for units purchased after October 1st, 2019.
20 PV source circuits, pos. & neg. fused (Standard Wire-box)
1 PV output circuit, 1-2 terminations per pole, non-fused (Centralized Wire-box)
DC Input
15 - 90 degrees from horizontal (vertical or angled)
1500V
860-1450Vdc
900V / 250W
1
LED Indicators, WiFi + APP
870-1300Vdc
<65dBA@1m and 25°C
CPS Flex Gateway (1 per 32 inverters)
SunSpec/CPS
Standard / (with Flex Gateway)
Modbus RS485
8202ft / 2500m (no derating)
0-100%
-22°F to +140°F / -30°C to +60°C (derating from +113°F / +45°C)
AC Output
System
Environment
<4W
60Hz
57-63Hz
Type II MOV (with indicator/remote signaling), Up=2.5kV, In=20kA (8/20uS)
600Vac
528-660Vac
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98.5%
NEMA Type 4X
Variable speed cooling fans
41.47A
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Type II MOV (with indicator/remote signaling), Up=2.5kV, In=20kA (8/20uS)
10, 15 and 20 years
5 years
Safety
IEEE 1547a-2014, CA Rule 21, ISO-NE
Volt-RideThru, Freq-RideThru, Ramp-Rate, Specified-PF, Volt-VAr, Freq-Watt, Volt-Watt
187.5kW
275A
UL1741-SA-2016, CSA-C22.2 NO.107.1-01, IEEE1547a-2014; FCC PART15
Warranty
45.28x24.25x9.84in (1150x616x250mm) with Standard Wire-box
39.37x24.25x9.84in (1000x616x250mm) with Centralized Wire-box
Inverter: 121lbs / 55kg; Wire-box: 55lbs / 25kg (Standard Wire-box); 33lbs / 15kg (Centralized Wire-box)
Screw Clamp Fuse Holder (Wire range: #12 - #6AWG CU) - Standard Wire-box
Busbar, M8 PEMserts (Wire range: #1AWG - 250kcmil CU/AL, Lugs not supplied) - Centralized Wire-box
15A or 20A fuses provided (Determined by product SKU)
Display and Communication
Mechanical
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___
ITHACA CITY SCHOOL DISTRICT
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_____
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DANBY
FEDERATED
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DANBY
DANBY
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HALL
DANBY
CONG.
CHURCH
DANBY COMMUNITY PARK
T/O DANBY
HIGHWAY
DEPARTMENT
DANBY
VILLAGE
CEMETERY
_
_
_
_
_
_
BUTTERMILK FALLS
STATE PARK
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H O R N B R O O K R O A D
COUNTY ROUTE 123
H O R N B R O O K
R O A D
C O U N T Y
R O U T E
1 2 3
LIEB ROAD
GUNDERMAN ROAD
B A LD
HIL L
R O A D
9
8
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11
11
14
14
15
15
6
0
124
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2175 s
2
4
4
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5
3
10
1" = 800'
FOR TAX PURPOSES ONLY
NOT TO BE USED FOR CONVEYANCE
All tax maps are referenced to the New York State Plane Central Coordinate
System using the 1983 North American Datum. Property lines have been
registered to 1991-92 Tompkins County Digital Planimetric Base Map,
and, as a result, dimensions and acreages may vary from legal descriptions.
For complete legal descriptions or conveyances, please refer to the appropriate
deeds and surveys.
SPECIAL DISTRICT INFORMATION
TOWN OF DANBY43.1
3 12
A 3
5.6 Ac
2.11 Ac C
18.50 Ac G
100s
100d
Parcel Lot Number
Previous Lot Number
Subdivision Lot Number
Deed/Survey Acreage
Computed Acreage
Grouped (Total) Acreage
Scaled (Calculated) Acreage
Deed Dimension
LEGEND
TOMPKINS COUNTY, N.Y.
North
MAP:
SCALE:
MAP REVISED: 1-JULY-2021
MAP PRINTED: 1-JULY-2021
(When plotted on Arch D Media)
Main Map
Second Map
91 6-1-3
1 " = 400 '
11 x 17" (47%), scale is 200 0 200 400Feet
1
Parcel Connector
Property Line
Former Property Line
Current Year Changes
Block Limit
External Tax Map
Block Number
NOTICE OF DISCLAIMER
This map represents a compilation of graphical and textual
information from deeds and surveys, a digital planimetric base
map, and digital conversion of hand-drawn mylar maps. Errors
and omissions can occur from each of these sources; each source
represents a large number of records and originators of
information. As a practical matter, the County does not warrant
the accuracy or completeness of the information portrayed. The
end user of these maps agrees to accept the data "as is" with the
full knowledge that errors and omissions may exist, and to hold
harmless the County for any damages that may result from an
inappropriate use of these maps.
Military Tract/Watkins & Flint Lot Number
Hydrography
Railroad
Curb/Pavement Line
Building Footprint (1991-2021)
Special Districts
Municipality
Ithaca City School District
Danby Fire District
1241 University Avenue | Rochester, NY 14607 | 585 -504-2200 | www.norbutsolarfarms.com | Page 1
NSF Danby
Emergency Response Plan
1.0 INTRODUCTION
The purpose of the Emergency Response Plan is to establish responsibility and guidelines for taking action in
the event of an emergency occurring at the NSF Danby Site 1, LLC; NSF Danby Site 2, LLC, and NSF Danby
Site 3, LLC (Project Site) during operation of the Project.
The Emergency Response Plan emphasizes Norbut Solar Farms’ dedication to providing a safe and healthy
work environment. Norbut Solar Farms employees and Operations and Maintenance (O&M) staff working at
the Project Site shall familiarize themselves with the content of this Emergency Response Plan so they can
understand and comply with instructions and procedures outlined herein.
1.0 General Responsibilities
Norbut Solar Farms is accountable for the safety of employees working under their supervision and are required
to enforce the instructions and procedures outlined herein. All on-site personnel must take an active part in
protecting themselves, fellow workers, and the general public. They are further required to participate in safety
meetings and notify supervisors of any unsafe conditions that may exist at the Project Site.
The following is a list of the general responsibilities of on-site personnel.
Operations and Safety Managers
More than any other employee, Superintendents and Supervisors carry the greatest burden of implementing,
maintaining, and enforcing the Emergency Response Plan at the Project Site. Their responsibilities include:
▪ Ensure job specific emergency and evacuation procedures are provided at the Project Site.
▪ Evaluate workers qualifications and abilities.
▪ Ensure that workers have proper clothing and personal protective equipment.
▪ Provide all personnel and Norbut Solar Farms vehicles with equipment necessary to respond to first aid,
health and safety issues, fire or other emergency needs including equipping Norbut Solar Farms vehicles
with fire extinguishers, first aid kits and AED equipment.
▪ Provide first aid and ensure employees have access to medical treatment.
▪ Conduct safety meetings that emphasize the importance of safety and address specific jobsite safety issues.
▪ Plan and anticipate potential hazards of upcoming work.
▪ Conduct workplace safety inspections and be alert for possible accident producing conditions.
▪ Follow-up to ensure compliance with safety recommendations made by Norbut Solar Farms,
▪ Tompkins County, the Local Fire Marshal, the Police Department, and regulatory agencies.
▪ Provide training to Local first responders that provides a solar facility functional overview (location,
ingress/egress, equipment, site operation), evaluates operation activities and best practices in responding to
emergencies at the facility, and reviews operation emergency response plans.
1241 University Avenue | Rochester, NY 14607 | 585 -504-2200 | www.norbutsolarfarms.com | Page 2
Worker Responsibilities
Each and every worker is responsible for the safety of themselves and their fellow workers. In addition to
observing safe practices and exercising common sense, worker responsibilities include:
▪ Adhere to all instructions and procedures contained herein and established by Supervisors.
▪ Be constantly vigilant for unsafe activities or conditions around work activities and make the needed
corrections.
▪ Set a good example for fellow workers.
▪ Consistently deliver work of high quality.
▪ Cooperate with Supervisors in preventing accidents.
▪ Make safety suggestions and/or report safety concerns to Supervisors.
Jobsite Visitors
On occasion, Norbut Solar Farms will receive requests from Municipal staff, emergency services, project
sponsors, public organizations, or others to visit the Project Site. Jobsite visitors shall undergo site safety
orientation prior to entering the Project Site.
1.1 General Guidelines
On-site personnel will have to take actions as their judgment dictates based upon the conditions that arise for
each emergency. These guidelines are intended to assist them in making timely decisions and taking appropriate
actions. On-site personnel shall call for assistance, based on the significance of the emergency. All work -related
injuries/illnesses MUST be reported IMMEDIATELY to Norbut Solar Farms.
▪ If the emergency requires external emergency responders to arrive on the Project Site, the initial responder
must coordinate the response. For emergencies of a significant nature, such as fire or ambulance for major
medical emergency, the initial responder shall call 911, and then use the Calling Tree.
▪ Subcontractor Management are responsible for getting injured parties to the hospital and emergency
treatment at the nearest heath care facilities in the most efficient manner possible based on perceived
injuries, using ambulance, paramedic units, or Air Evacuation as needed.
▪ For all first aid medical incidents, use the Calling Tree to notify Site Response Personnel to help provide
support. For non-emergency situations like a minor injury, the initial responder shall use the Calling Tree.
▪ Subcontractor Safety Personnel shall accompany the injured party and use the local occupational medical
clinic or hospital nearest the Project Site.
▪ Subcontractors must establish their own First Aid stations. They shall be made available to their workforce
and provided in each trailer and in all trucks on the Project Site.
Alarm Descriptions
Emergency Description
Medical 1 air horn blast with simultaneous cell phone notification
Fire 2 air horn blasts with simultaneous cell phone notification
Evacuation 3 air horn blasts with simultaneous cell phone notification
Seek Shelter 4 air horn blasts with simultaneous cell phone notification
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2.0 MEDICAL EMERGENCY
2.1 Serious Injury
The following procedures apply for serious medical injuries such as loss of consciousness, heart attack, bone
fractures, neck trauma, or severe burns.
1. One (1) air horn blast with simultaneous cell phone notification.
2. Broadcast “May-Day, May-Day” on radio.
3. Notify Operations and/or Safety Managers.
4. If life threatening, call 9-1-1.
5. Provide name, exact location, number of injured persons, and brief description of incident
6. On-site personnel to meet EMS responders at site entrance and direct them to location of incident.
7. Do not leave or move the injured unless directed to by Safety Managers or EMS responders.
8. Administer first aid if necessary.
9. Document incident and keep on file.
2.2 Minor Injury
The following procedures apply for minor medical injuries.
1. One (1) air horn blast with simultaneous cell phone notification.
2. Initiate first aid if necessary.
3. Notify Operations and/or Safety Managers.
4. Call 9-1-1 if necessary.
5. Arrange for visit to medical facility as needed.
2.3 Attending an Incident
When attending an incident, the following procedures apply:
1. Clear a path to the injured person for Operations and/or Safety Managers and assign personnel to assist with
signaling EMS responders to the location of the incident.
2. Identify location of Project Site entrance nearest to the incident and notify EMS responders.
3. Operations and/or Safety Managers shall meet EMS responders at site entrance.
4. Direct and accompany EMS responders to location of incident.
5. Follow all directions of EMS responders
6. Contact management staff of Norbut Solar Farms and/or subcontractors.
7. Document incident and keep on file.
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2.4 Medical Facilities
The nearest medical facilities to the Project Site are:
WellNow Urgent Care (9.8 miles)
740 S Meadow Street
Ithaca, NY 14850
Phone: 607-319-4563
Directions
Head east toward NY-96B S
Continue on NY-96B N/Danby Rd to South Hill
11 min (7.2 mi)
Take Stone Quarry Rd to S Meadow St in Ithaca
5 min (2.4 mi)
Turn right onto S Meadow St
22 s (433 ft)
Drive to your destination
1 min (0.1 mi)
Cayuga Medical Center (12.7 miles)
2333 N Triphammer Rd # 302
Ithaca, NY 14850
Phone: 607-257-1126
Directions
Danby Town Hall
1830 Danby Rd, Ithaca, NY 14850
Head east toward NY-96B S
Turn right onto NY-96B S
2 min (1.1 mi)
Continue on Steam Mill Rd. Take Nelson Rd,
Updike Rd and Burns Rd to NY-79 W/Slaterville
Rd in Ithaca
11 min (5.8 mi)
Follow NY-79 W/Slaterville Rd and Pine Tree Rd
to Judd Falls Rd
5 min (2.5 mi)
Follow Judd Falls Rd and Pleasant Grove Rd to
Hanshaw Rd in Cayuga Heights
5 min (1.9 mi)
Drive from N Triphammer Rd to Lansing
3 min (1.2 mi)
Drive to your destination
38 s (443 ft)
3.0 HAZARDOUS MATERIAL SPILL
The hazardous materials that may be on the Project Site during operations include those usually associated with
the operation and maintenance of vehicles and machinery, including diesel fuel, gasoline, hydraulic fluid, brake
fluid, antifreeze, and lubricants. Other materials considered hazardous are chemicals used in portable toilets and
the associated human waste.
In the unlikely event of a hazardous materials spill into a Resource Protection Area (RPA), wetland, or stream,
Local EMS and the Zoning Department shall be notified immediately.
3.1 Spill Prevention
The best defense against hazardous material spills is prevention. The following measures shall be implemented
at the Project Site for spill prevention:
▪ All on-site personnel shall be trained to maintain and inspect their vehicles and equipment.
▪ All machinery found to be a potential source of a future spill shall be removed from the Project Site and
repaired. Vehicles with chronic or continuous leaks must be removed from the Project Site and repaired
before returning to operations. No leaking of any material from equipment or vehicles will be tolerated on
the Project Site.
▪ On-site personnel shall make every effort to ensure compliance prior to an incident. On- site personnel are
solely responsible for any spills of hazardous materials and the subsequent cleanup, disposal of waste, and
restoration of any contaminated areas.
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▪ Restrictions will be placed on all equipment refueling, servicing, and maintenance supplies and activities.
All maintenance materials, oils, grease, lubricants, antifreeze, etc. shall be stored off-site. If they are
required during field operations, they shall be placed in a designated area away from site activities and in an
approved storage container.
▪ No refueling, storage, servicing, or maintenance of equipment shall take place within 100 feet of a drainage
or sensitive environmental resources to reduce the potential of contamination by spills.
▪ No refueling or servicing shall be done without absorbent material or drip pans properly placed to contain
spilled fuel.
▪ Any fluids drained from the machinery during servicing shall be collected in leak-proof containers and
taken to an appropriate disposal or recycling facility. If these activities result in damage or accumulation of
product on the soil, it must be disposed of as hazardous waste.
▪ Under no circumstances shall contaminated soil be added to a spoils pile and transported to a regular
disposal site.
▪ During operations, all vehicles and equipment required on-site shall be parked or stored at least 100 feet
away from rivers, streams, wetlands, known archaeological sites, and any other sensitive resource areas. All
wash down activities must be accomplished away from sensitive environmental resources.
3.2 Spill Containment Equipment
The following equipment shall be at the Project Site with each construction crew in the event a spill occurs.
1. Emergency Spill Kit that includes at a minimum:
a. Sorbent socks
b. Disposal bags and ties
c. Safety glasses
d. Rubber gloves
e. Sorbent drip pillow
f. Sorbent pads, 18” x 18”
g. Sorbent spill pillows,
24” x 18”
h. Hazardous labels
i. Bag of Lite-Dri Absorbent
(or equal)
j. Shovel and broom
2. Absorbent Pads - These pads (18" x 18") are 100% polypropylene fabrics that absorb 11 times their weight
in liquids. Pads absorb 10 gallons of liquid per bale of 100 pads.
3. Absorbent Skimmers Booms - Skimmers will float indefinitely before or after saturation with oils.
Skimmers are made of 100% meltdown polypropylene fill that repels water. They absorb ten times their
weight and can be used in lakes, streams, or on the ground. Each skimmer has a harness kit attached that is
made of yellow polypropylene rope with grommets that are used to connect skimmers. Each boom is 8-feet
x 10-feet.
4. 55-gallon clean drums, lined with polypropylene material (over pack). The drum can be used to store spill
response materials until needed. When a spill occurs, all soiled pads, pillows, skimmers, contaminated soil,
etc. shall be placed in the drum for disposal after the cleanup is accomplished. It is the Norbut Solar Farms
responsibility to make sure these materials are on-site at all times and personnel are trained in their use and
disposal prior to spill response.
3.3 Spill Response Procedures
A formal notification process shall be initiated when a spill or potential spill is first observed. Immediate actions
are necessary. The first individual who discovers a spill (spill observer) will be responsible for initiating
notification and response procedures.
All personnel responsible for responding to spills must have completed training in recognition and response to
spills of hazardous materials. Norbut Solar Farms is responsible for providing spill recognition and response
training for all Norbut Solar Farms project personnel.
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Spill Observer
The first person to witness the spill shall follow these procedures:
1. Make an assessment of the incident as observed.
2. If the incident can be safely controlled, take steps to do so (e.g., turn off source of spill).
3. Notify Norbut Solar Farms Management Team and provide as much information as possible.
4. Begin to fill out Spill Notification Checklist Norbut Solar Farms Operations and/or Safety Management
Operations and/or Safety Managers shall follow these procedures in the event of a spill:
1. Notify Supervisors
2. Make sure all personnel are removed from the spill area.
3. Take immediate actions to minimize any threat to public safety (verify the spill area has been cordoned off).
4. Secure the source of the spill, if safely possible to do so.
5. Maintain close observation of the spill.
3.4 Vehicle and Machinery Spills
Incidents of loss of a petroleum product from equipment or vehicles shall be considered a spill. After the spill
has been flagged to warn people to stay away, the volume and extent of the spill estimated, and initial
notification procedures accomplished, the spill must be confined. Do not handle materials without wearing
protective clothing.
Generally, follow the procedures listed below:
1. When the spill is discovered begin making notations on the Spill Notification Checklist.
2. Determine if the Spill Team Response is needed to complete cleanup.
a. If the answer is NO, submit incident reports to Operations and/or Safety Managers
b. If the answer is YES, go to step 3.
3. Activate the local spill response team.
4. Determine if additional cleanup contractors are necessary for a major incident.
a. If the answer is NO and the incident is determined to be a minor spill, conduct internal cleanup, review
and evaluate the cleanup, determine if the cleanup is beyond the local response team ability or
equipment; if the answer is NO, complete the cleanup, restore the damaged areas, properly dispose of all
waste, and submit incident reports to Operations and/or Safety Managers.
If during cleanup, the incident is determined to be beyond the abilities of the local response team, hire
additional contractors to help with the cleanup.
b. If the answer is YES, hire additional contractors to help with the cleanup.
5. Arrange for proper testing and disposal of all waste if substance is unknown.
6. Closely monitor all cleanup activities.
7. Ensure proper disposal of absorbent materials, containers, and soils, as required.
8. Complete the cleanup and restore damaged areas.
9. Submit incident reports to Operations and/or Safety Managers.
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Cleanup may range from very simple removal of minor spills, to installation of skimmers around large spills or
between sensitive areas and spills for longer, prolonged cleanups. Cleanups can be on pavement or on soil
surfaces. On-site personnel shall be trained in the proper use of the cleanup materials. All spills on pavement
shall be thoroughly removed with absorbent socks, pillows, or pads and Lite-Dri (or equal) granules. After
absorption, the granules shall also be removed.
All materials used in cleanup, shall then become hazardous waste. Place all materials in a 55-gallon lined drum,
seal it, and label the contents. The drum must then be sent to a designated disposal site. A chain of custody form
must accompany the drum (provided by Disposal Company). It is strongly recommended that all contractors
determine a disposal site in advance of a spill incident. All spills on soil require the same treatment as on
pavement, with the exception that contaminated soil is also part of the generated hazardous waste and must be
handled as such and removed from the site.
3.5 Chemical Toilet Spill
Chemical toilets are self-contained and pose little threat to the construction site. Chemicals used in portable
toilets are biodegradable and generally non-toxic to humans. However, they can pose a danger to wildlife and
sensitive habitats by virtue of heavy concentration of chemical and human waste. They shall be pumped out at
least one time per week.
Toilets shall never be placed in or near an environmentally sensitive area. In the unlikely event that a portable
toilet spills during transport or relocation, the same procedures for other hazardous material spills shall be used.
Disposal of absorbent materials shall be handled the same as other spills, with proper disposal by the toilet
supply company.
3.6 Reporting of Major Spills
Upon recognition of a major spill, notification is critical to immediate response. The first notification shall be
given to the nearest Operations and/or Safety Managers so that appropriate spill response can begin
immediately. After initial spill response has begun, notification and reporting to agency personnel shall occur.
The following procedures should be followed when reporting major spills:
1. Never include information that has not been verified.
2. Never speculate as to the cause of the incident or make any acknowledgment of liability.
3. Do not delay reporting because of incomplete information.
4. Notify persons/agencies and document notification and the content of the message.
5. For spills of federal reportable quantities, in conformance with the requirements in 40 CFR parts 110,119,
and 302, O&M staff shall notify the National Response Center at (800) 424- 8802.
6. Complete the Spill Notification Checklist as information is confirmed.
Other agencies which may need to be consulted include, but are not limited to, the Local Fire Department,
Public Works Department, Highway Patrol, Local Police Department, Department of Toxic Subst ances, OSHA,
RWQCB, DEQ, and or DGIF.
3.7 Disposal of Waste
Following the cleanup of a spill, the waste, absorbent materials, protective clothing, and any soil that has been
contaminated must be removed to a designated hazardous waste disposal area. All contaminated materials shall
be sealed in 55-gallon drums and labeled with the contents. If the contaminant is unknown, a sample of the
material must be collected and analyzed before disposal. A permit or approval in writing must be obtained prior
to disposal of the drum. A copy of the permit and a chain-of-custody form (obtained from the disposal
contractor or testing laboratory) must accompany the material and copies must be attached to the Spill
Notification Checklist submitted to Operations and/or Safety Managers.
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It is advisable for contractors to establish a relationship with a disposal facility before an incident occurs. Local
landfills may be able to receive some petroleum products. However, it is up to the contractor to perform
sampling, testing, and coordination with landfills or a disposal company. Transporting hazardous waste is
regulated by federal and state agencies under the Resource Conservation and Recovery Act (RCRA) and other
statutes. The contractor is responsible for the proper disposal of all waste and understanding the responsibilities
under federal and state statutes.
3.8 Final Reporting
Spill incidents that require cleanup must be reported on the Spill Notification Checklist. Notification must begin
as soon as the incident occurs. The checklist shall be submitted to Operations and/or Safety Managers as soon
as it is complete. Forms must be submitted no longer than five days after an incident is closed. A copy of the
permit or disposal approval and the chain- of custody for the disposal must be attached to the Spill Notification
Checklist. The forms shall be reviewed and filed in the contractor’s file. No exceptions will be tolerated.
If a situation arises involving an unknown hazardous material, the Spill Notification Checklist can be used to
report the incident. This incident may require a very different approach to removing the hazard and the
contractor may be required to remove the material. The incident must still be reported by the contractor.
3.9 Follow-Up Investigation
A critique following a spill response is beneficial to evaluate the actions taken or omitted. Recommendations
and suggested modifications will be made to prepare for the possibility of future spills.
3.10 Spill Notification Checklist
Spill Notification Checklists shall be provided at all construction trailers.
At a minimum, the Spill Notification Checklists shall require the following information:
▪ Date
▪ Time
▪ Location
▪ Description of Spill (color, length, width, type)
▪ Type of Product
▪ Estimated Quantity
▪ Source of Spill (vehicle, machine, etc.)
▪ Describe initial containment procedures
▪ Weather conditions
▪ Note if spill reached any body of water
▪ Individuals notified of spill (include name,
company, date, time, and response)
4.0 NATURAL DISASTERS
The Operations and/or Safety Managers will be monitoring weather daily via met stations located at the Project
Site.
4.1 Flooding and Flash Floods
Flash flooding is a result of heavy localized rainfall such as that from slow moving, intense thunderstorms.
Flash floods often result from small creeks and streams overflowing during heavy rainfall. These floods often
become raging torrents of water which rip through river beds, or canyons, sweeping everything with them.
Flash flooding can occur within 30-minutes and within six hours of a heavy rain event. In hilly terrain, flash
floods can strike with little or no advance warning. Distant rain may be channeled into gullies and ravines
causing flash flooding in minutes. In the event of a flash flood, the following procedures shall apply.
1. During periods of thunderstorms, always remain alert to heavy rains in your immediate area or upstream
from your location. It does not have to be raining at your location for flash flooding to occur.
2. Do not drive through flooded areas. Even if it looks shallow enough to cross.
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3. Do not cross flowing streams on foot where water is above your ankles.
4. Be especially cautious at night. It is harder to recognize water danger then.
5. Do not attempt to outrace a flood on foot. If you see or hear it coming, move to higher ground immediately.
6. Be familiar with the land features where you work. It may be in a low area, near a drainage ditch, or small
stream.
7. Stay tuned to weather forecasts and updates for the latest statements, watches, and warnings concerning
heavy rain and flash flooding in the Project Area.
8. Waiting 15 to 30 minutes, or until high water recedes, is a simple safety measure.
4.2 Tornado
Upon the issuance of a tornado warning, O&M staff will evacuate the Project Site and report to the
predesignated shelter area, to be determined prior to O&M staff arrival. In the event O&M staff are outside and
unable to evacuate to the shelter, the following procedure will be followed:
Lie flat in a nearby ditch or depression, covering the head with the hands. Be aware of the potential for flooding
1. O&M staff are safest in a low, flat location and will be instructed to not get under an overpass or bridge.
2. O&M staff will be instructed to never try to outrun a tornado in congested areas in a vehicle. It is safest to
leave the vehicle for safe shelter.
3. O&M Staff are instructed to beware of flying debris.
Following tornado or high wind events, the site facility will be evaluated by O&M personnel for dam age. All
repairs will be performed under standard operational procedures.
4.3 High Wind Event
In the event of a high wind advisory, all land clearing, grading, earth moving, excavation and burning activities
shall cease during periods when:
▪ Winds are greater than 25 mph (averaged over one hour);
▪ Disturbed material is easily windblown; or
▪ Dust plumes of greater than 20% or greater opacity impact public roads, occupied structures, or neighboring
properties.
Refer to the following table for procedures during varying wind speeds:
Wind Speed (averaged
over one hour)
Action
0 – 15 mph Normal Work
> 15 mph Warning
25 mph 1. Civil/Mechanical work causing dust at property lines is stopped
2. Increase dust control measures
3. Increase personal protection equipment (e.g., goggles instead of standard safety glasses)
30 mph 1. Panel installation is stopped
2. Aerial lift activities are stopped
35 mph 1. All construction and maintenance activities are stopped
2. Crews evacuate from the Project Site
40 mph 1. Operational solar panels will automatically stow into the wind. Solar panels are
controlled by on-site controllers and wind sensors, and Norbut Solar Farms.
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4.4 Lighting Storm
In the event a lightning storm is within 10-30 miles and approaching the Project Site, the following procedures
shall apply.
1. Notify Operations and/or Safety Manager, and all on-site employees.
2. Stop work safely and head to staging and laydown yards in vehicles.
3. Remain at staging and laydown yards, get update on weather conditions.
4. If storm/lighting is still approaching the Project Site, get in and stay in company or personal vehicles that
have rubber tires only.
5. If safe enough to do so, take cover in on-site designated shelters.
6. Once storm passes, remain in cars/trucks for at least 30 minutes depending on passing storm severity, and
wait for an “OK” from Construction Supervisors or Safety Managers in charge of monitoring the storm
5.0 FIRE PREVENTION PLAN
5.1 Purpose and Need of Fire Prevention Plan
The purpose of this Fire Prevention Plan (FPP) is to:
▪ Eliminate the potential risks and/or causes of fires
▪ Prevent loss of life and property by fire
▪ Educate employees to promote a safe environment
▪ Be prepared should a fire occur
▪ Outline a procedure to follow for the safety of the individuals at the Project Site at the time of the
occurrence
▪ Identify risk factors and hazards
▪ Set up proper storage procedures, training, and identification of personnel responsible for maintaining and
servicing the equipment and systems at the Project Site that are used to prevent and/or control a fire.
5.2 Responsibilities and Procedures
Safety is everyone’s responsibility at the Project Site. All O&M staff working at the Project Site are to be
trained and should know how to prevent and respond to a fire emergency.
All on-site staff shall:
▪ Complete an on-site training program identifying the fire risks at the Project Site
▪ Understand the protocol and follow emergency procedures should an event occur
▪ Review and report potential fire hazards to the Operations and/or Safety Managers
5.3 Conditions Associated with PV Solar Arrays
While the PV panels that will be installed for the Project are not flammable, PV solar arrays present a unique
challenge for fire fighters. Unlike a typical electrical or gas utility, a PV array does not have a single point of
disconnect. Whereas there are disconnects that will de-energize select parts of the system.
As long as the PV panels are illuminated, the individual strings of PV panels are energized and capable of
producing up to 1,500 volts. This is not just limited to PV panels being illuminated by the sun; illumination by
artificial light sources, such as fire department lights, or the light for the fire itself are capable of producing
electrical power sufficient to cause a lock-on hazard.
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Below is a summary of hazards associated with firefighting activities in PV solar arrays:
▪ Shock hazard due to the presence of water and PV power during suppression activities
o Outdoor related electrical enclosures may not resist water intrusion from the high-pressure
stream of a fire hose
o PV panels damaged in the fire may not resist water intrusion
o Damaged conductors may not resist water intrusion
▪ Shock hazard due to direct contact with energized components
o No means of complete electrical disconnect
Due to the hazards described above, it is not typical to practice fire suppression by means of water
inundation within PV solar arrays.
5.4 Types of Fires and Procedures
In the event of a fire at the Project Site, the general procedure is as follows:
▪ Person discovering the fire shall immediately dispatch to the Operations and/or Safety Managers.
▪ Attempt to extinguish the fire if safe and possible to do so.
▪ DO NOT attempt to extinguish fire near electrical equipment (e.g., PV solar arrays or inverters) with water
or other chemicals as an electric shock or arc could occur.
▪ Call 9-1-1 and report the following:
o “I am reporting a fire at NSF Danby Site 1, LLC; NSF Danby Site 2, LLC;
and NSF Danby Site 3, LLC.”
o Provide address and exact Project Site entrance.
o Provide location (ex: The fire is at Block H1)
o Injuries if any and need for ambulance.
▪ A designated O&M employee shall meet fire fighters at the Project Site entrance and direct them to the
location of the fire.
▪ Prepare a summary of the incident as soon as possible and no later than 24 hours after the incident.
5.4.1 Small Stage Fires
Fires that are in the beginning stage and can be controlled with a fire extinguisher. An example would be a
small trash can fire.
In the event of a small stage fire at the Project Site:
▪ The person discovering the fire should immediately dispatch to the Operations and/or Safety Managers and
O&M staff.
▪ Call 9-1-1 and report the following:
o “I am reporting a fire at the NSF Danby Site 1, LLC; NSF Danby Site 2, LLC;
and NSF Danby Site 3, LLC.”
o Provide address and exact Project Site entrance.
o Provide location (ex: The fire is at Block H1)
o Injuries if any and need for ambulance.
▪ All non-essential personnel should be removed from the hazard area.
▪ All on-site vehicles are required to carry fire extinguishers.
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▪ Fire extinguishment with a fire extinguisher or other means should be attempted if the person has been
trained in the use of fire extinguishers and can do so without placing themselves in danger.
▪ The Operations and/or Safety Managers shall respond to the scene and determine if external resources or an
evacuation is necessary. In the event of an evacuation, Operations and/or Safety Managers will
recruit/dispatch employees to assist with the evacuation and, have the Operations and/or Safety Managers
issue the following statement over the radio: “Attention, there is a fire emergency at (location name). Please
evacuate (the affected area) and report to (designated meeting area).”
▪ At this point, O&M staff in the affected area will stop work immediately, take steps to safely shut down
equipment, exit the evacuation area, and report to the designated meeting area.
▪ The Operations and/or Safety Managers will then take steps to ensure that no employee re- enters the
evacuated area until the Fire Department arrives and assumes command.
▪ The Operations and/or Safety Managers will issue an “All Clear” only when the Fire Department informs
them that it is safe to do so.
5.4.2 Large Stage Fires
In the event of a large stage fire at the Project Site:
▪ The person discovering the fire should immediately contact the Operations and/or Safety Managers. The
Safety Manager shall call 9-1-1 to report the fire.
▪ Call 9-1-1 and report the following:
o “I am reporting a fire at NSF Danby Site 1, LLC; NSF Danby Site 2, LLC;
and NSF Danby Site 3, LLC.”
o Provide address and exact Project Site entrance.
o Provide location (ex: The fire is at Block H1)
o Injuries if any and need for ambulance.
▪ O&M staff should be removed from the immediate danger area in anticipation of an evacuation.
▪ The Operations and/or Safety Managers shall respond to the scene and ensure that the fire department has
been dispatched. Local Fire, Rescue and Emergency Management will be responding to 9-1-1 calls during
operations.
They will then determine evacuation needs, recruit/dispatch employees to assist with the evacuation and,
have the Operations and/or Safety Managers issue the following statement over the radio:
“Attention, there is a fire emergency at (location name). Please evacuate (the affected area) and report to
(designated meeting area).
▪ At this point, O&M staff in the affected area shall stop work immediately, take steps to safely shut do wn
equipment, exit the evacuation area, and report to the designated meeting area.
▪ In this scenario, fire extinguishers are to be used for escape purposes only.
▪ The Operations and/or Safety Managers will take the necessary steps to ensure that no O&M staff re- enters
the evacuated area until the Fire Department arrives and assumes command.
▪ No employee is required or permitted to place themselves in harm’s way in order to facilitate
extinguishment, evacuation, or rescue. All rescue operations will be performed by trained professionals
upon their arrival.
▪ The Operations and/or Safety Managers will issue an “All Clear” only when the Fire Department informs
them that it is safe to do so.
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5.4.3 Vegetation Fires
Most likely to be caused by a spark from a nearby piece of equipment or flying ember from off- site. While
combustible materials (e.g., mulch and low-lying vegetation) will be managed at the Project Site by Norbut
Solar Farms O&M staff, ignition of the ground cover could result in a fast moving, but lower intensity fire that
burns in a patchy manner beneath the PV solar arrays.
Vegetation fires would be relatively short in duration as vegetative fuels are consumed rapidly. There would not
be a sustained source of heat and or flame as there would be with surrounding wildfires. In the event of a
vegetation fire near the PV solar arrays, the following procedures apply:
▪ Person discovering the fire shall immediately dispatch to the Operations and/or Safety Managers.
▪ DO NOT attempt to extinguish fire near electrical equipment with water or other chemicals as an electric
shock or arc could occur.
▪ If possible, safely attempt to shut down power at the inverter using the DC disconnect.
▪ Let the fire burn vegetation and self-extinguish.
▪ If the fire continues away from the PV solar arrays or inverters, attempt to extinguish flames.
▪ Call 9-1-1 and report the following:
o “I am reporting a fire at NSF Danby Site 1, LLC; NSF Danby Site 2, LLC; and NSF Danby Site 3,
LLC.”
o Provide address and exact Project Site entrance.
o Provide location (ex: The fire is at Block H1)
o Injuries if any and need for ambulance.
▪ A designated O&M employee shall meet fire fighters at the Project Site entrance and direct them to the
location of the fire.
5.4.4 Inverter Fires
In the event of an inverter fire at the Project Site:
▪ Person discovering the fire shall immediately dispatch to the Operations and/or Safety Managers.
▪ Immediately contact Norbut Solar Farms to notify them of the fire and instruct them to open the circuit with
the inverter in it to isolate it from the grid.
▪ DO NOT attempt to extinguish fire near electrical equipment with water or other chemicals as an electric
shock or arc could occur.
▪ Call 9-1-1 and report the following:
o “I am reporting a fire at the NSF Danby Site 1, LLC; NSF Danby Site 2, LLC; and NSF Danby Site 3,
LLC.”
o Provide address and exact Project Site entrance.
o Provide location (ex: The fire is at Block H1)
o Injuries if any and need for ambulance.
▪ A designated O&M employee shall meet fire fighters at the Project Site entrance and direct them to the
location of the fire.
▪ If possible, O&M staff shall safely attempt to shut down power at the inverter using the DC disconnect.
▪ O&M staff protect surrounding areas from flying embers with fire extinguishers.
▪ Provide Safety Data Sheets (SDS) for the skid if needed.
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5.5 Fire Department Access
Access for Local Fire, Rescue, and Emergency Management will be provided at all Project Site entrances punch
code key boxes.
If a fire occurs while Norbut Solar Farms O&M staff are present at the Project Site, the O&M staff shall provide
emergency dispatchers with the exact address and location of the nearest site access point and meet fire fighters
at the entrance to escort them to the fire. Internal site access roads will consist of compacted dirt roads. These
access roads will provide direct access to each of the Project’s inverters and transformers.
Access to all areas of the Project Site are provided via access aisles. Access aisles are the cleared areas located
between individual rows of the PV solar arrays. Access aisles consists of unimproved native material and are
not suitable for all emergency services vehicles.
However, access aisles do provide emergency responders with access routes to all areas of the P roject Site via
walking from a nearby access road or by use of 4x4 vehicles.
5.6 Minimizing Fire Risks
Norbut Solar Farms O&M staff shall be responsible for implementing the following preventative measures for
Class A, B, and C combustibles:
Class A Combustibles – Consist of common material (wood, paper, cloth, rubber, and plastic) that can act as
fuel and are found on most work sites.
o Dispose of waste daily.
o Use trash receptacles with covers.
o Keep work areas clean and free of combustible materials.
o Store materials in the proper storage containers.
o Conduct periodic checks of the Project Site to make sure combustibles are being handled correctly.
o Water and multi-purpose dry chemicals (ABC) are approved fire extinguishing agents for Class A
Combustibles.
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Class B Combustibles – Consist of flammable and combustible liquids (oil, grease, tar, oil- based paints and
lacquers), flammable gases, and flammable aerosols.
o Only use approved pumps (with suction from the top) to dispense liquids from tanks, drums, barrels, or
similar containers (or use approved self-closing valves or faucets).
o Do not dispense Class B flammable liquids into a container unless the nozzle and container are
electrically interconnected by contact or bonding wire. Either the tank or container must be grounded.
o Store, handle, and use Class B combustibles only in approved locations where vapors are prevented
from reaching ignition sources such as heating or electric equipment, open flames, or mechanical or
electric sparks.
o Do not use a flammable liquid as a cleaning agent inside a building (the only exception is in a closed
machine approved for cleaning with flammable liquids).
o Do not use, handle, or store Class B combustibles near exits, stairs, or any other areas normally used as
exits.
o Do not weld, cut, grind, or use unsafe electrical appliances or equipment near Class B combustibles.
o Do not generate heat, allow an open flame, or smoke near Class B combustibles.
o Know the location of and how to use the nearest portable fire extinguisher rated for Class B fire.
o Water should not be used to extinguish Class B fires caused by flammable liquids, as it can cause the
burning liquid to spread, making the fire worse. To extinguish a fire caused by flammable liquids,
exclude the air around the burning liquid.
o Carbon dioxide and multi-purpose dry chemicals (ABC) are approved fire extinguishing agents for Class
B Combustibles.
Class C Combustibles – Consist of energized electrical equipment.
o ALWAYS de-energize the circuit supplying the fire, and then use a non- conductive extinguishing agent
such as carbon dioxide or multi-purpose dry chemicals (ABC).
o DO NOT use water, form, or other conductive agents when fighting Class C Combustibles.
o Once the electricity is shut down to the equipment involved, the fire generally becomes a standard
combustible fire.
o Use only appropriately rated fuses per manufacture’s specifications.
o Check all electrical equipment to ensure it is properly grounded and insulated.
o Ensure adequate spacing while performing maintenance.
o Check wiring to ensure no damage to cables or connections.
5.7 Employee Training and Education
Fire procedures are to be posted at the Project Site on a bulletin board along with the OSHA compliance
postings, first aid, and site-specific project information. The bulletin board is to be located at the O&M Building
located on-site.
O&M staff shall be trained in the practices of the FPP relevant to their duties. O&M staff shall be trained and
equipped to extinguish small fires to prevent them from growing into more serious threats.
Confirm all O&M staff understand the function and elements of the FPP, including potential emergencies,
reporting procedures, evacuation plans, and shutdown procedures.
Review any special hazards that might occur at the Project Site, such as flammable materials, fuel storage, toxic
chemicals, and water reactive substances. Fire safety training will occur during the site safety training. O&M
staff are required to undergo training prior to starting work.
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Training shall include:
▪ Employee roles and responsibilities.
▪ Recognition of potential fire hazards.
▪ Alarm system and evacuation routes.
▪ Location and operation of manually operated equipment (fire extinguishers).
▪ Emergency response procedures.
▪ Emergency shutdown procedures.
▪ Information regarding specific materials to which employees may be exposed.
▪ Review OSHA requirements contained in 29 CFR 19010.38, Emergency Action Plans.
▪ Review OSHA requirements contained in 29 CFR 1910.39, Fire Prevention Plans.
▪ The location of the company FPP and how it can be accessed.
▪ Good fire-prevention housekeeping practices and equipment maintenance.
The Operations and/or Safety Managers are responsible for fire safety training. Written documentation of the
training received by each employee must be maintained.
5.8 Site Maintenance and Housekeeping
▪ Fire extinguishers shall be inspected monthly.
▪ Fire extinguishers shall not be obstructed and should be in conspicuous locations.
▪ Combustible material shall not be stored in mechanical rooms, electrical equipment rooms, or the SCADA
buildings.
▪ Outside dumpsters shall be kept at least five (5) feet away from combustible materials and the lid should be
kept closed.
▪ Storage is not allowed in electrical equipment rooms, or near electrical panels.
▪ Electrical panel openings must be covered.
▪ Power strips must be plugged directly into an outlet and not daisy-chained and should be for temporary use
only.
▪ Extension cords and flexible cords should not be substituted for permanent.
5.9 Equipment Fire Safety
▪ All internal combustion engines, both stationary and mobile, shall be equipped with spark arresters. Spark
arresters shall be in good working order.
▪ Light trucks and cars with factory-installed (type) mufflers shall be used only on roads where the roadway is
cleared of vegetation. These vehicle types shall maintain their factory-installed (type) mufflers in good
condition.
▪ Equipment parking areas and small stationary engine sites shall be cleared of all extraneous flammable
materials.
▪ The project proponent shall make an effort to restrict the use of chainsaws, chippers, vegetation masticators,
grinders, drill rigs, tractors, torches, and explosives to periods outside of the official fire season. When the
above tools are used, water tanks equipped with hoses, fire rakes, and axes shall be easily accessible to
personnel.
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6.0 HEAT ILLNESS PREVENTION PLAN
These procedures provide steps applicable to most outdoor work settings and are essential to reducing the
incidence of heat related illnesses. In working environments with a higher risk for heat illness (e.g., during a
heat wave, hot summer months exceeding 95 degrees Fahrenheit, or other severe working or environmental
conditions), it is Norbut Solar Farms duty to exercise greater caution and ensure these procedures are
implemented, including additional protective measures beyond what is listed in this document, as needed to
protect employees affected by high heat conditions.
When the temperature exceeds 95 degrees, high heat procedures begin, the Operations and/or Safety Managers
will hold short tailgate meetings to review the weather report, reinforce heat illness prevention with all workers
and provide reminders to drink water frequently, to be on the lookout for signs and symptoms of heat illness,
and inform them that shade can be made available upon request.
6.1 Definitions
"Acclimatization" means temporary adaptation of the body to work in the heat that occurs gradually when a
person is exposed to it. Acclimatization peaks in most people within four to fourteen days of regular work for at
least two hours per day in the heat.
"Heat Illness" means a serious medical condition resulting from the body's inability to cope with a particular
heat load, and includes heat cramps, heat exhaustion, heat syncope, and heat stroke.
"Environmental risk factors for heat illness" means working conditions that create the possibility that heat
illness could occur, including air temperature, relative humidity, radiant heat from the sun and other sources,
conductive heat sources such as the ground, air movement, workload severity and duration, protective clothing
and personal protective equipment worn by employees.
"Personal risk factors for heat illness" means factors such as an individual's age, degree of acclimatization,
health, water consumption, alcohol consumption, caffeine consumption, and use of prescription medications
that affect the body's water retention or other physiological responses to heat.
"Shade" means blockage of direct sunlight. One indicator that blockage is sufficient is when objects do not cast
a shadow in the area of blocked sunlight. Shade is not adequate when heat in the area of shade defeats the
purpose of shade, which is to allow the body to cool. For example, a car sitting in the sun does not provi de
acceptable shade to a person inside it, unless the car is running with air conditioning. Shade may be provided by
any natural or artificial means that does not expose employees to unsafe or unhealthy conditions, and that does
not deter or discourage access or use.
"Temperature" means the temperature in degrees Fahrenheit obtainable by using a thermometer to measure the
outdoor temperature in an area where there is no shade. While the temperature measurement must be taken in an
area with full sunlight, the thermometer should be shielded while taking the measurement, e.g., with the hand or
some other object, from direct contact by sunlight.
"Provision of water" Employees shall have access to potable drinking water. The water will be fresh, pure,
suitably cool, and provided to employees free of charge. The water shall be located as close as practicable to the
areas where employees are working. Where drinking water is not plumbed or otherwise continuously supplied,
it shall be provided in sufficient quantity at the beginning of the work shift to provide one quart per employee
per hour for drinking for the entire shift.
Employers may begin the shift with smaller quantities of water if they have effective procedures for
replenishment during the shift as needed to allow employees to drink one quart or more per hour. The frequent
drinking of water shall be encouraged.
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6.2 Provisions of Water (Water Distribution Plan)
Bottled water is provided for all on-site personnel. All Norbut Solar Farms sub-contractors are required to
provide a written Heat Illness and Water Distribution Plan, as well as the required potable water and ice for
their personnel on site daily.
Means and Methods for Providing Drinking Water to All Employees:
1. The on-site manager will ensure that there is a minimum of two quarts per employee per hour in the work
area at all times during the shift. This can be achieved by having bottled water chilled in coolers or using 5
to 10-gallon jugs.
2. If water jugs or bottled water is unavailable, all employees will be furnished a camelback for drinking water
purposes prior to going to work.
3. When the temperature exceeds 90 degrees the employees will ensure an ample supply of water is readily
available.
4. The on-site manager must ensure that the drinking water moves as the work does.
5. The on-site manager is responsible for properly cleaning water jugs at a minimum every shift. Cleaning
must be in accordance with the water jug cleaning procedure. If camelbacks are in use, the employee is
responsible for care and cleaning.
6. The on-site manager will announce all drinking water locations in the daily toolbox meeting. When the
temperature is expected to be over 90 degrees the supervisor will discuss signs and symptoms, hydration,
and other pertinent heat illness topics.
7. When the temperature is 95 degrees or more, the on-site manager or designee will increase the number of
mandatory water-drinking breaks.
8. During the site-specific safety orientation, the importance of frequently drinking water will be stressed.
6.3 Accessing Shade
1. The on-site manager will be given enough shade tents to cover 75 percent of their employees at the same
time.
2. The on-site manager will also be given picnic tables, chairs, or benches so the employees will have a place
to sit under the shade tent.
3. The interior of a vehicle may only be considered a shaded area if the air conditioning is both on and works
properly.
4. The on-site manager will make the employees aware of the shaded locations in the daily toolbox meeting.
They will also make sure that the shade areas move with the workforce.
6.4 Handling a Heat Wave
During a heat wave or heat spike (increase in afternoon temperature of more than 10 degrees) the Project Site
will be closed, and the work will need to be rescheduled or done at different hours. If the work can’t be
completed at a different time, the on-site manager will hold an emergency tailgate meeting to inform all
employees of the heat conditions, emergency response procedures, and mitigation techniques.
6.4.1 High Heat Procedures
1. The on-site manager will ensure effective communication by voice, observation, or electronic means is
maintained so that employees can contact a supervisor when necessary.
2. Employees will monitor other employees for alertness and signs and symptoms of heat illness.
3. Fellow employees will police each other to ensure their co-workers are drinking water frequently throughout
the shift. New employee will be assigned a “buddy” or experienced coworker for the first 14 days of the
employment.
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6.4.2 Acclimatization
Acclimatization is the temporary and gradual physiological change in the body that occurs when the
environmentally induced heat load to which the body is accustomed is significantly and suddenly exceeded by
sudden environmental changes.
In more common terms, the body needs time to adapt when temperatures rise suddenly, and an employee risks
heat illness by not taking it easy when a heat wave strikes or when starting a new job that exposes the employee
to heat to which the employee’s body hasn’t yet adjusted.
Inadequate acclimatization can imperil anyone exposed to conditions of heat and physical stress significantly
more intense than what they are used to.
Employers are responsible for the working conditions of their employees, and they must act effectively when
conditions result in sudden exposure to heat their employees are not used to.
1. Norbut Solar Farms Team will monitor the weather and in particular be on the lookout for sudden heat
wave(s) or increases in temperatures to which employees haven’t been exposed to for several weeks or
longer.
2. During the hot summer months, the work shift will start at first light.
3. For new employees, on-site managers will try to find ways to lessen the intensity of the employees work
during a two-week break-in period (such as scheduling slower paced, less physically demanding work
during the hot parts of the day and the heaviest work activities during the cooler parts of the day (early -
morning or evening).
Steps taken to lessen the intensity of the workload for new employees will be documented.
4. New employees will remain vigilant and alert for the presence of heat related symptoms.
5. New employees will be assigned a “buddy” or experienced coworker to watch each other closely for
discomfort or symptoms of heat illness.
6. O&M teams will observe closely (or maintain frequent communication via phone or radio) and be on the
lookout for possible symptoms of heat illness.
7. Norbut Solar Farms site orientation for employees and supervisors will include the importance of
acclimatization, how it is developed and how these company procedures address it.
6.4.3 Alternative High Heat Work Schedule
When ambient temperatures remain at and exceed 95 degrees the Operations and/or Safety Managers shall
discuss revisions to the work schedule (start time, end-of-shift time, multiple shifts with varying start times).
When the alternate high heat schedule is in effect, personnel will meet each morning to go over the following
items:
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Heat Index 1 Heavy
physical work with
acclimated worker
RESPONSE
Heat Index 2
Moderate or lite
physical work with
unacclimated worker
89 – 95°F • Supply water to workers on an “as needed basis” 77 – 84°F
96 – 102°F
• Post Heat Stress Alert Notice
• Encourage workers to drink extra water
• Start recording hourly temperature and relative humidity
85 – 93°F
103 – 108°F
• High Heat Procedures in effect notice
• Notify workers to consume more water
• Ensure workers are trained to recognize symptoms
94 – 99°F
109 – 111°F
• Provide 15 minutes relief per hour
• Provide adequate cool water (50 -59°F)
• At least 1 cup (240 ml) water every 20 minutes
• Workers with symptoms should seek medical attention
100 – 102°F
112 – 115°F • Provide 30 minutes relief per hour in addition to the
provisions listed previously.
103 – 108°F
116 – 120°F
• If feasible, provide 45 minutes relief per hour in
addition to the provisions listed previously
• If a 75% relief period is not feasible then stop work until
the Heat Index is 107°F or less
109 – 111°F
121°F+ • Stop work until the Heat Index is 107°F or less 112°F+
6.4.4 Handling a Sick Employee
1. When an employee displays possible signs or symptoms of heat illness, the Norbut Solar Farms Operations
Manager will be notified.
An employee trained in first aid will check the sick employee and determine whether resting in the shade
and drinking cool water will suffice or if emergency service providers will need to be called.
2. Do not leave a sick worker alone in the shade, as he or she can take a turn for the worse!
3. Call emergency service providers immediately if an employee displays signs or symptoms of heat illness
(loss of consciousness, incoherent speech, convulsions, red and hot face), does not look OK or does not get
better after drinking cool water and resting in the shade.
4. While the ambulance is in route, initiate first aid (cool the worker: place in the shade, remove excess layers
of clothing, place ice pack in the armpits and join area and fan the victim).
5. Do not let a sick worker leave the site, as they can get lost or die (when not being transported by ambulance
and treatment has not been started by paramedics) before reaching a hospital.
6. If an employee does not look OK and displays signs or symptoms of severe heat illness (loss of
consciousness, incoherent speech, convulsions, red and hot face), and the worksite is located more than 20
min away from a hospital, call emergency service providers, communicate the signs and symptoms of the
victim and request Air Ambulance.
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6.4.5 Procedures for Employee and Supervisory Training
1. Norbut Solar Farms will ensure that all supervisors are trained prior to being assigned to supervise other
workers. Training will include this company’s written procedures and what steps supervisors will follow
when employees’ exhibit symptoms consistent with heat illness.
2. Norbut Solar Farms will ensure that all employees and supervisors are trained prior to working outside.
Training will include the site-specific orientations, lunch and learns, and toolbox topics.
3. Norbut Solar Farms Safety Manager will train employees on the steps that will be followed for contacting
emergency medical services, including how they are to proceed when there are non-English speaking
workers, how clear and precise directions to the site will be provided as well as stress the need to make
visual contact with emergency responders at the nearest road or landmark to direct them to the worksite.
6.4.6 Procedures for Emergency Response
1. Prior to assigning a crew to a particular worksite, the Operations Manager will ensure that a qualified,
appropriately trained and equipped person will be available at the Project Site to render first aid if necessary.
2. All on-site personnel will carry cell phones or other means of communication, to ensure that emergency
medical services can be called and check that these are functional at the worksite prior to each shift.
3. When an employee is showing symptoms of possible heat illness, the supervisor will take immediate steps
to keep the stricken employee cool and comfortable once emergency service responders have been called (to
reduce the progression to more serious illness).
4. During a heat wave or hot temperatures, workers will be reminded and encouraged to immediately report to
their supervisor any signs or symptoms they are experiencing.
Norbut Solar Farms site specific orientation for employees and supervisors will include every detail of these
written emergency procedures.
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Appendix A
Emergency Contact Information
The following table lists the Local Fire and Rescue Stations that are nearest to the Project Site.
Local Fire and Rescue
Station
Address Phone Number Distance
from Project Site
Danby Fire Station 1780 Danby Road
Ithaca, NY 14850
Fire/Rescue: 607-272-8114
Unmanned station; call 9-1-1
0.2 miles
West Danby Fire Station 47 Sylvan Lane
Spencer, NY 14883
Fire/Rescue: 607-564-7303 5.2 miles
The following table lists the Medical Facilities that are nearest to the Project Site.
Medical Facility Address Phone Number Available
Services
Distance
from Project Site
WellNow Urgent
Care
740 S Meadow Street
Ithaca, NY 14850
607-319-4563 Emergency
Services
9.8 miles
Cayuga Medical
Center (East)
2333 N Triphammer Rd # 302
Ithaca, NY 14850
607-257-1126 Emergency
Services
12.7 miles
Cayuga Medical
Center (West)
101 Dates Drive
Ithaca, NY 14850
607-274-4011 Emergency
Services
13.0 miles
The following table lists the local Police Departments and Animal Control Facilities contacts for the Project.
Local Police and
Sheriff Station
Address Phone Number Distance
from Project Site
Danby Fire Station:
Fire Police (Peace Officers)
1780 Danby Road
Ithaca, NY 14850
Fire/Rescue: 607-272-8114
Unmanned station; call 9-1-1
0.2 miles
Tompkins County Sheriff 779 Warren Road
Ithaca, NY 14850
607-272-2444 15.6 miles
New York State Police
Troop E, Zone 3
600 S College Avenue
Montour Falls, NY 14865
607-535-7731 27.3 miles
The following table lists the Norbut Solar Farms contacts for the Project.
Description Name Phone Number
Norbut Solar Farms Safety Manager TBD TBD
Norbut Solar Farms Operations and Maintenance TBD TBD
Norbut Solar Farms Operations Manager TBD TBD
Norbut Solar Farms 24-Hour Control Room TBD TBD
1 TBD contacts will be provided prior to construction.
Passero Associates | 242 West Main Street, Suite 100 | Rochester, NY 14614 | 585.325.1000 | www.passero.com
Stormwater Pollution Prevention Plan
(SWPPP)
NORBUT SOLAR-SOLAR FIELD
DANBY, NEW YORK
March 2022
Prepared for:
NORBUT SOLAR
1241 UNIVERSITY AVE.
ROCHESTER, NY 14607
P.N. 20213129.0001
Stormwater Pollution Prevention Plan
Norbut Solar – Danby, New York
ii March 2022
CONTENTS
1.0 INTRODUCTION....................................................................................................... 1
2.0 EXISTING CONDITIONS ....................................................................................... 2
3.0 DEVELOPED CONDITIONS ................................................................................ 6
4.0 STORMWATER QUALITY ...................................................................................... 7
5.0 WATER QUANTITY .................................................................................................. 9
6.0 CONSTRUCTION EROSION CONTROL PRACTICES/INSPECTIONS 10
7.0 POST CONSTRUCTION ........................................................................................ 11
8.0 SUMMARY .................................................................................................................. 11
APPENDICES
APPENDIX A. SWPPP Practices, Procedures and Certifications
APPENDIX B. Aerial Photograph
APPENDIX C. Site as Depicted by the USGS Quadrangle Map
APPENDIX D. NYS Environmental Resource Mapping
APPENDIX E. Federal Wetland Mapping
APPENDIX F. Soils Map
APPENDIX G. FEMA Mapping
APPENDIX H. Archeological Sensitive Areas & IPAC Long Eared Bat Consistency Letters
APPENDIX I. Curve Number Worksheets
APPENDIX J. extreme percipitation, time of concentration worksheets and storm hydrographs
APPENDIX K. Green Infrastructure Sheets
APPENDIX L. NYSDEC SPDES General Permit for Storm Water Discharges from
Construction Activity (Permit No. GP-0-20-001)
APPENDIX M. SWPPP Inspection Form & Winter Shutdown Request Form
APPENDIX N. Notice Of Intent
APPENDIX O. Notice Of Termination (BLANK)
APPENDIX P. Erosion Control Details
APPENDIX Q. Maintenance Inspection Checklist
Stormwater Pollution Prevention Plan
Norbut Solar – Danby, New York
1 March 2022
1.0 INTRODUCTION
This Stormwater Pollution Prevention Plan (SWPPP) has been prepared to support the new
construction of three new solar fields (24.0, 24.1, & 26.7 acres in size) in an open farm field
along the west side of Bald Hill Road (County Route 126) in the Town of Danby, NY. The
property is currently zoned MD at 54 Bald Hill Road (Tax ID 10.0-1-21.18).
The NYSDEC does not recognize solar panels on post foundations as impervious surfaces
(due to the grass underneath them) nor as a disturbing action. The project proposed no
changes to the grading or drainage characteristics of the site. The access road is to be the
NYSDEC approved pervious access drive by TRC Engineers.
The provided Stormwater Pollution Prevention Plan (SWPPP) materials adhere to the
State Pollutant Discharge Elimination System (SPDES) General Permit (GP-0-20-01) for
Stormwater Discharges from Construction Activity. The guidelines specified by the New
York State Stormwater Management Design Manual, January 2015 (SWDM) were used to analyze the
proposed stormwater management facilities for this project. Erosion and Sediment
controls were designed in conformance with New York Standards and Specifications for
Erosion and Sediment Controls.
A copy of this SWPPP and associated inspection logs will be kept on site in the proposed
office space and job trailer/SWPPP mailbox.
Owner/Operator SWPPP Preparer
Norbut Solar Farms, LLC Passero Associates
1241 University Ave. 242 West Main Street. Suite 100
Rochester, NY 14607 Rochester, NY 14614
(585) 426-4200 (585) 325-1000
Contact: Jon Stone Contact: David Cox
Stormwater Pollution Prevention Plan
Norbut Solar – Danby, New York
2 March 2022
2.0 EXISTING CONDITIONS
A. Topography/ Drainage
The existing drainage characteristics of the project location can be described with five
drainage areas. The stormwater analysis considers all the soils and impervious access drive
within the proposed disturbance area of the project. All these drainage areas and analysis
points eventually leave the site, following their existing drainage paths.
Existing Drainage Area #1:
This drainage area encompasses the central core ±84.9 acre portion of the site. The area is
comprised of vacant & mowed/maintained meadowlands, as well as woodlands. The area
generally flows eastward to the intermittent tributary of Buttermilk Creek and flagged
wetlands.
Existing Drainage Area #2:
This drainage area encompasses the North ±21.3 acre portion of the site. The area is
comprised of mowed/maintained meadowlands, as well as woodlands. The area generally
flows north-easterly and gradually drains northward off-site. This off-site drainage eventually
makes its way to Buttermilk Creek.
Existing Drainage Area #3:
This drainage area encompasses a Southwestern ±1.65 acre portion of the site. The area is
comprised of mainly woodlands. The area generally flows southerly to a point on the edge of
the property line that drains to an adjacent parcel to the south.
Existing Drainage Area #4:
This drainage area encompasses a Southeastern ±2.74 acre portion of the site. The area is
comprised of woodlands & generally flows northeasterly to a point on the edge of the
property line that drains to an adjacent parcel.
Existing Drainage Area #5:
This drainage area encompasses the Eastern ±1.01 acre leg portion of the site. The area is
comprised of an existing stone driveway used for a residential property. The area generally
flows northerly to a point on the edge of the property line that drains to an adjacent parcel.
See the following existing drainage map that graphically shows the drainage areas listed
above, as well as the other hydraulic characteristics:
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3
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W
2
1
5
.
6
5
'
N88°44'08"W 141.34'
N89°51'55"W
3687.30' (DEED & MEAS.)
LaB
(D)
EbB
(D)
LaB3
(D)
MaC
(D)
LaB
(D)
EbB
(D)
EcA
(D)
LaB
(D)
EbB
(D)
RhA
(B/D)
LaB
(D)
EbB
(D)
BgC
(C)
EbB
(D)
Ws
(B/D)
ErA
(D)
HdC
(A)
ANALYSIS POINT 2
ANALYSIS POINT 1
ANALYSIS POINT 3
ANALYSIS POINT 4
ANALYSIS POINT 5
100' SHEET
FLOW
WOODLANDS
(7.0%)
813' CHANNEL FLOW
EPHEMERAL (5.7%)871' CHANNEL FLOW
EPHEMERAL (5.0%)
2359' CHANNEL FLOW
STREAM (3.1%)
100' SHEET FLOW
BRUSH (2.0%)
772' SHALLOW
CONCENTRATED
FLOW BRUSH (3.5%)
483' SHALLOW
CONCENTRATED
FLOW BRUSH
(4.8%)
1336' SHALLOW
CONCENTRATED
FLOW BRUSH (3.2%)
100' SHEET FLOW
BRUSH (12.0%)
314' SHALLOW
CONCENTRATED
FLOW WOODLANDS
(7.3%)
100' SHEET FLOW
DENSE GRASS
(5.7%)
254' SHALLOW
CONCENTRATED FLOW
DENSE GRASS (3.3%)
100' SHEET FLOW DENSE
GRASS (2.5%)
102' SHALLOW
CONCENTRATED FLOW
DENSE GRASS (4.0%)
597' SHALLOW
CONCENTRATED FLOW
BRUSH (5.7%)
00 200100 400
SCALE: 1"=200'
HORIZONTAL SCALE
200
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DANBY, NY
DECEMBER, 2021
20213129.0001
EXDA #1
Ub
(C/D)
SOIL ABBREVIATION
SOIL RATING
SOIL BOUNDARY
PROPERTY LINE
EXDA #2
EXDA #3
EXISTING DRAINAGE MAP
NORBUT SOLAR-DANBY
EXDA #4
EXDA #5
Tc PATH
Stormwater Pollution Prevention Plan
Norbut Solar – Danby, New York
3 March 2022
B. Soils
Soils within the project boundary and within the offsite drainage area were reviewed for their
hydrologic soil group in accordance with the USDA's NRCS Soil Survey. The soils are
summarized below, and the soils report can be found in Appendix F.
C. Wetlands
The site was reviewed for the existence of federal and state regulated wetlands within the
property boundaries. Federal wetlands were researched using the National Wetlands
Inventory (NWI) using an online U.S. Fish and Wildlife website search. State regulated
wetlands were researched using the NYSDEC's online Environmental Resource Mapper
website.
Stormwater Pollution Prevention Plan
Norbut Solar – Danby, New York
4 March 2022
State & Federal wetlands recognize the intermittent tributary of Buttermilk Creek, located in
the central core of the property, flowing eastward to the flagged wetlands (REG # 898-338
Class C). The project does not propose any disturbance to the proposed wetlands.
The tributary of Buttermilk Creek is federally classified as a 0.65 acre Riverine Habitat (code
R4SBC). The code refers to the Buttermilk Creek as: [R] Riverine where the wetland is
dominated by trees/shrubs and other growth. [4] An intermittent stream flowing only part of
the year. [SB] The tributary is a streambed that is dewatered at low tide (being so far
upstream from a large water body, tides do not take any effect here). [C] Seasonally flooded,
in most cases, surface water is present early in the growing season and absent by the end of
the growing season.
Environmental Resources & BME Associates provided two separate wetland delineation
studies at the request of the Town during project reviews. These studies provided delineated
wetland boundaries across the site, as well as along the tributary to Buttermilk Creek and are
incorporated into the latest plan set. Refer to Appendix D and E for the federal and state
regulated wetlands mapping.
D. Floodplain
Floodplains were researched using the online Firmette tools found at FEMA Map Service
Center.
Review of the floodplain mapping indicates there are no floodplains located on the site
according to FEMA map 360845B, dated June 25, 1976. Refer to Appendix G for the
FEMA Firmette map.
E. NYSDEC Environmental Resources
The NYSDEC has an Environmental Resource Mapper on its website. The Environmental
Resource Mapper is an interactive mapping application that can be used to identify some of
New York State's natural resources and environmental features that are state protected, or of
conservation concern. It displays the following:
Animals and plants that are rare in New York, including those listed as Endangered or
Threatened (generalized locations). [Updated May 2008]
Significant natural communities, such as rare or high-quality forests, wetlands, and other
habitat types.
New York's streams, rivers, lakes, and ponds; water quality classifications are also
displayed
Stormwater Pollution Prevention Plan
Norbut Solar – Danby, New York
5 March 2022
According to this database, the endangered Long Eared Bat may in the vicinity of the
project. Refer to Appendix D for the NYSDEC's Environmental Resource Mapping.
The US Department of the Interior has provided IPAC Consistency Letters for the project’s
potential impact to the Long Eared Bat. These Letters determined the threat to the Long
Eared Bat is minimal, as the limits of work are located outside any known breeding habitats.
Refer to Appendix D for the IPAC consistency Letters.
F. State Historic Preservation Office Review
The site was reviewed for the presence of an archeological sensitive area within the
property boundary. The archeo-sensitive areas were located using online GIS tools
found at the NYS Historic Preservation Office (SHPO). At the request of SHPO, a
Zone of Visual Impact Report (ZVI) has been developed and reviewed. The effect
finding letter states the following:
“We have reviewed the submitted Historic Resources Survey Report and Zone of Visual
Impact (ZVI) map for the proposed 15mw, 74.8-acre photovoltaic solar energy
generation facility located within the Town of Danby on the north side of Bald Hill
Road. We note that nine already identified and newly identified properties that are
eligible to be listed on the State and National Registers of Historic Places (S/NR) are
located within the identified one-mile ZVI, with the Roe Barn noted as the only property
with a direct visual impact.
We note the majority of the proposed solar facility is currently surrounded by dense
vegetation and low hills, providing natural screening. A 7-foot-tall fence is planned to
surround the entire facility, and the access road is utilizing an existing road. Based on
our review of the submitted documents and existing conditions, it is the opinion of the
OPRFP that the proposed project will have No Adverse Impact to on historic and
archaeological resources, provided the following condition is met:
Provide year-round vegetative screening around the perimeter of the proposed
poles and Point of Interconnection to reduce visibility of the poles located
adjacent and north of the Roe Barn. This will be in addition to the planned
temporary construction fence described in the provided report.”
Since the publishing of this effect finding letter, the Point of Interconnection for the solar
arrays has moved away from the described “Roe barn” to be tucked behind the tree line
surrounding the Town Hall. This ensures no adverse impacts to the barn, as well as satisfies
local resident concerns with unsightly view of the POI from Danby Road.
The effect finding letter from SHPO is included in Appendix H of this report.
Stormwater Pollution Prevention Plan
Norbut Solar – Danby, New York
6 March 2022
3.0 DEVELOPED CONDITIONS
In NYS, proposed Solar Farms are to be designed under the guidelines set forth in the April
5th, 2018, Memorandum from the NYSDEC, Division of Water. The memorandum outlies
six (6) criteria that register Solar Fields “…to be a “land clearing and grading for the
purposes of creating vegetated open space (i.e., recreational parks, lawns, meadows, fields)
type project as listed in Table 1, Appendix B of the VGP. Table 1 outlines conditions of
which only active construction sediment and erosion controls are required.
1. Solar Panels are constructed on post or rack systems and elevated off the ground
surface.
2. The panels are spaced apart so that rainwater can flow off the down gradient side of
the panel and continue as sheet flow across the ground surface.
3. For solar panels constructed on slopes, the individual rows of solar panels are
generally installed along the contour, so rainwater sheet flows down slope.
NOTE: This generally applies to slopes that are >5%, this project places the
rows of panels in a north-south configuration, adhering to guideline #3 as
the water flows eastward.
4. The ground surface below the panels consists of a well-established vegetative cover.
5. The project does not include the construction of any traditional impervious areas (i.e.
buildings, large substation pads, etc.)
6. Construction of the solar panels will not alter the hydrology from pre-post
development conditions.
NOTE: Per Appendix A of the SPDES General Permit, the definition of
“Alter Hydrology from Pre to Post-Development Conditions” is the post
development peak flow rate(s) has increased by more than 5% of the pre-
developed condition for the design storm of interest (e.g. 10 yr and 100 yr).
The proposed project post-development flows are less than 5% and
therefore meet this requirement.
The solar fields are designed with gaps between rows to allow proper/unrestrictive flows.
The existing vegetation on site is to be preserved underneath and between the panels rows.
The proposed gravel access road is to be the NYSDEC approved pervious access drive by
TRC engineers.
See the following proposed drainage map that graphically shows the drainage areas, as well
as the other hydraulic characteristics:
BAL
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N89°19'46"W 1005.62'
N89°49'58"W 1532.08'
N89°18'34"W 1049.08'
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S89°51'55"E 3573.55'
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N88°44'08"W 141.34'
N89°51'55"W
3687.30' (DEED & MEAS.)
N90°00'00"W
192.96'
N89°07'38"W
30.04'
S55°16'16"E
133.69'
S0
°
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86.29'
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S89°05'57"W
875.40'
S1°55'11"E
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S0°00'00"E
52.24'
N90°00'00"E
153.58'S55°16'16"E
128.39'
N89°05'50"E
874.40'
S89°53'58"E
83.28'
X
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S89°51'55"E 3573.55'
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N88°44'08"W 141.34'
N89°51'55"W
3687.30' (DEED & MEAS.)
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N88°44'08"W 141.34'
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30.04'
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N90°00'00"E
153.58'S55°16'16"E
128.39'
N89°05'50"E
874.40'
S89°53'58"E
83.28'
LaB
(D)
EbB
(D)
LaB3
(D)
MaC
(D)
LaB
(D)
EbB
(D)
EcA
(D)
LaB
(D)
EbB
(D)
RhA
(B/D)
LaB
(D)
EbB
(D)
BgC
(C)
EbB
(D)
Ws
(B/D)
ErA
(D)
HdC
(A)
ANALYSIS POINT 2
ANALYSIS POINT 1
ANALYSIS POINT 3
ANALYSIS POINT 4
ANALYSIS POINT 5
100' SHEET FLOW
BRUSH (2.0%)
772' SHALLOW
CONCENTRATED
FLOW BRUSH
(3.5%)
483' SHALLOW
CONCENTRATED
FLOW BRUSH (4.8%)
1336' SHALLOW
CONCENTRATED
FLOW BRUSH
(3.2%)
100' SHEET FLOW
BRUSH (12.0%)
314' SHALLOW
CONCENTRATED
FLOW WOODLANDS
(7.3%)
100' SHEET FLOW
DENSE GRASS
(5.7%)
254' SHALLOW
CONCENTRATED FLOW
DENSE GRASS (3.3%)
40' SHEET FLOW DENSE
GRASS (2.5%)
102' SHALLOW
CONCENTRATED FLOW
DENSE GRASS (4.0%)
PROPOSED PERVIOUS
ACCESS DRIVE
PROPOSED PERVIOUS
ACCESS DRIVE
20' SHEET FLOW PERVIOUS
ACCESS DRIVE (2.5%)
40' SHEET FLOW DENSE
GRASS (2.5%)
100' SHEET
FLOW
WOODLANDS
(7.0%)
2359' CHANNEL FLOW
STREAM (3.1%)
813' CHANNEL FLOW
EPHEMERAL (5.7%)
871' CHANNEL FLOW
EPHEMERAL (5.0%)
597' SHALLOW
CONCENTRATED FLOW
BRUSH (5.7%)
00 200100 400
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HORIZONTAL SCALE
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DANBY, NY
DECEMBER, 2021
20213129.0001PROPOSED DRAINAGE MAP
NORBUT SOLAR-DANBY
PRDA #1
Ub
(C/D)
SOIL ABBREVIATION
SOIL RATING
SOIL BOUNDARY
PROPERTY LINE
PRDA #2
PRDA #3
PRDA #4
PRDA #5
Tc PATH
Stormwater Pollution Prevention Plan
Norbut Solar – Danby, New York
7 March 2022
4.0 STORMWATER QUALITY
Stormwater quality requirements will be achieved using green infrastructure practices as well as
standard stormwater practices. Chapter 5 of the NYSDEC Stormwater Management Design Manual
was used for the proposed design to incorporate green infrastructure for this project. The design
manual outlines which practices are best suited for certain scenarios, and how to properly design and
size these practices. Requirements for Water Quality Volume (WQv) and Runoff Reduction Volume
(RRv) are met through the use of green infrastructure practices as well as other standard stormwater
management practices.
The proposed green infrastructure/stormwater management practices used will include the
construction of filter strips, the NYSDEC approved pervious access drive by TRC Engineers &
riparian buffers along the existing Buttermilk Tributary to meet all NYSDEC requirements for
stormwater quality.
Filter Strips
The filter strips shown on the plans will treat runoff from the proposed transformer pads for each
solar array. Water runoff from the pads will first enter a 5’ wide stone diaphragm, then a minimum
of 40’ of grass filter strips downslope of the pads. All compaction in these areas during construction
are prohibited. Should the areas become impacted, the contractor is responsible for soil restoration
in accordance with section 5.3 of the Storm Water Design Manual prior to installation of filter strips.
Riparian Buffer to Buttermilk Tributary
According to the NYSEC website, riparian buffers are strips of vegetation (trees, shrubs or grass)
next to streams or other waterbodies. Vegetation along streams, space is created between the water
and upland land uses, which helps protect the water quality and stream habitats. Buffers promote:
streambank stabilization
erosion and sediment control
filtration of nutrients and other pollutants
reduce impact from floods
habitat and food for wildlife and pollinators
shade for streams
The Tributary to Buttermilk Creek is approximately 2,176.6’ in length within the project property
lines. The site is designed to provide a minimum 50’ buffer between the tributary banks and any
Stormwater Pollution Prevention Plan
Norbut Solar – Danby, New York
8 March 2022
solar array fence limits. The buffer is to maintain the existing, matured and stabilized vegetation to
provide protection to the tributary, meeting or exceeding the NYSDEC “Three-Zone Concept” for
Riparian Buffers.
Pervious Access Drive
The pervious access drive on the plans will treat runoff within its own area coverage. Rainwater as it
lands on the pervious access drive will fill the voids between the stone and provided geo-grid. The
pervious access drive is the NYSDEC approved design created by TRC Engineers.
Using the green infrastructure and standard stormwater practices/methods listed above, all
NYSDEC stormwater quality requirements are met (see table below):
Description: Provided % Difference
WQv Total (acre-ft) 0.074 0.083 11%
Min RRv Total (acre-ft) 0.001 0.083 99%
CPv Total (acre-ft) N/A N/A N/A
Qp Total (cfs) 116.08 119.80 3%
Qf Total (cfs) 295.03 300.10 2%
Existing or
Required
Water Quality
*Since Qp & Qf Total (cfs) is within 5% of existing conditions,
the site is not considered to be altering pre vs post conditions
per SPDES General Permit, Appendix A definitions.
See the Appendix K for all green infrastructure calculations.
Stormwater Pollution Prevention Plan
Norbut Solar – Danby, New York
9 March 2022
5.0 STORMWATER QUANTITY
The proposed development will not create any impactful increase impervious area on site, which
increases the rate of stormwater runoff from the site. The site will contain a minute amount of
concrete to support transformer pads. The proposed access drive is the only NYSDEC approved
pervious access drive and will be installed utilizing tracked dump trucks to mitigate any significant
compaction of soils during installation.
This runoff must match or be reduced to a rate that is less than the offsite flow rate during
existing conditions. The project does not propose the removal of stumps in the existing wooded
areas, as well as no grubbing of the shrubbed areas. This prevents alteration of existing drainage
paths or time of concentration. The site currently gets seasonal “mowing”, typical for large open
fields. The solar arrays receive annual trimming / panel cleaning to prevent shrubs from growing
up over the panels.
See the comparison table below for the sites analysis points under existing and proposed
conditions:
1 year 10 year 100 year
TOTAL EXISTING 32.19 116.08 295.03
TOTAL PROPOSED 34.33 119.80 300.10
PERCENT CHANGE 6.23% 3.11% 1.69%
* Per SPDES General Permit Appendix A, definition of Altering Hydrology from Pre to
Post-Development Conditions is the peak flow rate must increase by 5% or higher for the
10 year and 100 year storms.
Stormwater Runoff
Runoff Comparison Table
Condition:Runoff (cfs)
Norbut Solar Danby
As shown above, the proposed design meets the requirements of stormwater management by
releasing the water utilizing the same ephemeral drainage paths, with unaltered ground coverage and
unaltered grading of the slopes along the paths. Leading to runoff release at the same rate that does
not lead to erosion or high levels or pollution.
Refer to Appendix J for the Hydraflow analysis and the breakdown of each hydrograph.
Stormwater Pollution Prevention Plan
Norbut Solar – Danby, New York
10 March 2022
6.0 CONSTRUCTION EROSION CONTROL PRACTICES/INSPECTIONS
Several erosion control practices will be utilized during construction by the contractor under direct
supervision by the owner and a qualified SWPPP inspector (S.W.T.). These practices are explained
below and shown in detail in the Appendices of this report and the construction plans.
Silt Fence Silt fencing shall be installed at the toe of all slopes along the perimeter of the
disturbed areas and at the toe of slope for any soil stockpile areas. Also, a row of silt fence
will be installed around the perimeter of all wetlands in an effort to delineate its boundary.
The fencing will be installed in accordance with the NYSDEC construction standards and at
the instruction of this plan. The silt fencing shall be buried in the ground at least 6 inches.
The contractor shall provide continued monitoring to ensure the silt fencing remains intact
and shall repair as needed. When the silt accumulates to greater than 1/3 the height of the
fence the contractor shall remove and dispose of the silt.
Stabilized Construction Entrance The project entrance shall serve as the construction
entrance to the project and shall be installed according to the details of this plan. The
contractor shall ensure that mud is not tracked onto the adjacent roadways and that the
stone entrance properly removes mud and debris from construction vehicles.
Seeding and Stabilization The contractor shall seed and stabilize all disturbed areas not to
be worked for 7 days within 7 days of the last disturbance.
Stabilization measures may include but are not limited to straw mulching, wood chip
mulching, jute mesh and hydroseeding. The SMA and adjacent areas shall be stabilized
immediately following their shaping and installation.
Truck Washdown area a truck washdown area will be provided adjacent to the
construction entrance. This area will be constructed such that it drains to a sediment basin
immediately adjacent prior to discharging offsite.
Additional measures may be required during construction at the guidance of the owner or
certified SWPPP Inspector. The contractor shall begin to make all adjustments to the
erosion control within 24 hours of receipt of any deficiencies. The owner will be responsible
for providing weekly reports when the site disturbance totals less than 5 acres. If the site
acres of disturbance becomes greater than 5 at any given time, a 5 acre waiver must be
Stormwater Pollution Prevention Plan
Norbut Solar – Danby, New York
11 March 2022
submitted to the NYSDEC. Inspections are to be completed by a qualified inspector in
accordance with the GP-0-20-001, during construction to the Town of Danby.
Any modifications to the SWPPP will be reported to the Town in writing prior to
implementation. See Appendix A for additional SWPPP information.
The owner is responsible for having a qualified operator on site at all times who has at least
4 hours of erosion control training in accordance with the GP-0-20-001. Once the site has
achieved 80% stabilization and ground cover, the Town shall be required to sign off on the
Notice of Termination prior to submission to the NYSDEC. Removal of all temporary
erosion and sediment control practices is required prior to demobilization.
7.0 POST CONSTRUCTION
The owner of the subject project will be responsible for all post construction maintenance
inspections. The contact information for the owner is illustrated on the cover of this plan as well as
the design plans for the project. The post construction maintenance shall include performing
monthly inspections of the existing wetlands on site to ensure no encroachment or erosion is taking
place. Any silt removal from silt fences, silt socks or construction fences will be disposed either off
site or on site and immediately stabilized in accordance with the practices of this plan. See Appendix
Q for the wetland maintenance inspection checklist, bolded maintenance items 7&8 apply, bolded
items 1-6 are not applicable to this project. Included in this section is also the inspection checklist
for filter strips.
8.0 SUMMARY
The proposed project requires stormwater management practices which conform to NYSDEC
regulations. The proposed erosion control practices will meet the NYSDEC requirements. The
project will have no significant effect on run off. Continued monitoring of the practices included in
this plan will be provided by the owner and a designated SWPPP Inspector.
The following appendices of this report illustrate the additional requirements and specifications for
stormwater pollution prevention. All practices included in this report and incorporated in the
proposed project have been designed in compliance with the NYS Storm Water Design Manual and
NYS Standards and Specifications for Erosion and Sediment Control.
Stormwater Pollution Prevention Plan
Norbut Solar – Danby, New York
March 2022
APPENDIX A. SWPPP PRACTICES, PROCEDURES AND
CERTIFICATIONS
STORMWATER POLLUTION PREVENTION PLAN
SITE DESCRIPTION
Project Name and Location:
(Latitude, Longitude, or Address)
Owner Name and
Address:
Norbut Solar
1241 University Ave.
Rochester, NY 14607
Description: (Purpose and Types of
Soil Disturbing Activities)
Runoff Coefficient/Soils Conditions: The runoff coefficient impervious area is 0.9 and 0.2 for the grass areas. The soils on-site
consist of hydrologic soil class of A, B, C and D.
Site Area:
Sequence of Major Activities
The order of activities will be as follows:
Name of Receiving Waters:
Norbut Solar-Danby
42°21'07.0"N
76°29'31.1"W
±111.5 acres of solar panels for renewable energy generation on open farmland & woodlands
1.Delineate all wetlands and any other areas to be protected.
2.Install silt fences, stabilized construction entrance/ access
drive and all other erosion control measures.
3.Protect vegetation to remain.
4.Strip and stockpile topsoil as necessary
5.Install utilities for solar arrays
6.Install solar arrays and concrete pads, install filter strips.
Soil Compaction by heavy equipment shall be prevented. If
Impacted, soil restoration shall be implemented in
accordance with section 5.3 of the Stormwater Management
Design Manual prior to installation of filter strips. Table is
also included in Appendix A of this SWPPP.
7.Install fences, continue monitoring of erosion control.
8.Stabilize disturbed areas and stockpiles within 7 days of last
construction activity in all areas.
9.Final grading, seeding, and mulching of all disturbed areas.
10.Areas along access road with heavy sedimentation and/or
poor drainage are to be cleaned/relayed.
. Complete all required town inspection events.
.Removal of erosion and sediment controls should
not occur until after all disturbed areas have
achieved final stabilization
CONTROLS
Erosion and Sediment Controls
Stabilization Practices
Temporary Stabilization - Topsoil will be replaced onsite or removed from the site. Disturbed portions of the site where
construction activity temporarily ceases for at least 7 days will be stabilized with temporary seed and mulch no later than 7 days
from the last construction activity in that area. The temporary seed shall be Rye (grain) applied at the rate of 120 pounds per acre.
Prior to seeding, 2,000 pounds per acre of ground agricultural limestone and 1,000 pounds per acre of 10-10-10 fertilizer shall be
applied.
Permanent Stabilization - Disturbed portions of the site where construction activities permanently cease shall be stabilized with
permanent seed no later than 7 days after the last construction activity. The permanent seed mix shall be as indicated on the plans
and specifications.
Stormwater Management
The proposed project is a solar field, the NYSDEC recognizes solar panel installation as construction activity that requires preparation of a SWPPP that either only includes erosion and sediment controls, or that includes post-construction
stormwater management practices. The project proposes to meet all requirements in accordance with the NYSDEC & Town
of Danby
Post Construction Stormwater Management/Maintenance Procedures
Per the statement above, this section will instead cover solely the green infrastructure practices placed on site.
A visual inspection of the filter stripes along the gravel access drives and removal of any sedimentation buildup or
garbage.
OTHER CONTROLS
Waste Disposal:
Waste Material - All waste material will be collected and stored in a metal dumpster rented from a NYSDEC approved hauler,
which is a licensed solid waste management company. The dumpster will meet all local and state solid waste management
regulations. All trash and construction debris from the site will be deposited in the dumpster. The dumpster will be emptied a
minimum of once per week or more often if necessary, and the trash will be hauled to a NYSDEC approved dump. No
construction waste material will be buried on site. All personnel will be instructed regarding the correct procedures for waste
disposal. Notices stating these practices will be posted in the office trailer and the individual who manages the day-to-day
operations will be responsible for seeing that these procedures are followed.
Hazardous Waste – All hazardous waste materials will be disposed of in a manner specified by local and state regulations or by
the manufacturer. Site personnel will be instructed in these practices and the individual who manages the day-to-day operations
will be responsible for seeing that these practices are followed.
Sanitary Waste – If portable units are used, all sanitary waste will be collected from the portable units a minimum of three times
per week by a licensed sanitary waste management contractor, as required by local regulation.
Offsite Vehicle Tracking:
The paved streets adjacent to the site will be swept daily to remove any excess mud, dirt, or rock tracked from the site. Dump
trucks hauling material from the construction site will be covered with a tarpaulin.
3
TIMING OF CONTROLS/MEASURES
As indicated in the Sequence of Major Activities, the erosion and sedimentation control measures, including silt fence, will be
constructed prior to clearing or grading of any other portions of the site. Areas where construction activity temporarily ceases for
more than 7 days will be stabilized with a temporary seed and mulch within 7 days of the last disturbance. Once construction
activity ceases permanently in an area, that area will be stabilized with permanent seed and mulch.
CERTIFICATION OF COMPLIANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS
The stormwater collection and discharge complies with the NYSDEC requirements of the New York State Stormwater
Management Design Manual.
MAINTENANCE/INSPECTION PROCEDURES
Erosion and Sediment Control Inspection and Maintenance Practices
These are the inspection and maintenance practices that will be used to maintain erosion and sediment controls:
All control measures will be inspected at least once each week if there is 5 acres or less of disturbance. Twice a week if
more than 5 acres is disturbed.
All measures will be maintained in good working order; if a repair is necessary; it will be initiated within 24 hours or
report.
Built-up sediment will be removed from silt fence when it has reached one-third the height of the fence.
Temporary and permanent seeding and planting will be inspected for bare spots, washouts, and health of growth.
A maintenance inspection report will be made after each inspection. A copy of the report form to be completed by the
inspector is attached.
The site superintendent will select individuals who will be responsible for inspections, maintenance and repair activities,
and filling out the inspection and maintenance report.
Personnel selected for inspection and maintenance responsibilities will receive training from the site superintendent.
They will be trained in all the inspection and maintenance practices necessary for keeping the erosion and sediment
controls used on-site in good working order.
Non-Stormwater Discharges
No non-stormwater discharges will occur from the site during the period, except the following:
It is expected that the following non-storm water discharges will occur from the site during the construction period:
Pavement wash waters (where no spills or leaks of toxic or hazardous materials have occurred).
4
INVENTORY FOR POLLUTION PREVENTION PLAN
The materials or substances listed below are expected to be present on-site during construction:
HDPE Pipe
Construction Signs
Sign Panels & Sign Supports
Metal fences
Select Granular Fill
Concrete (Minimal)
Seed
Steel Conduit
Subbase Course
Topsoil
Mulch
Joint Sealant
Electric Cable
SPILL PREVENTION
Material Management Practices
The following are the material management practices that will be used to reduce the risk of spills or other accidental
exposure of materials and substances to stormwater runoff.
Good Housekeeping:
The following good housekeeping practices will be followed on-site during the construction project:
An effort will be made to store only enough product required to do the job.
All materials stored on-site will be stored in a neat, orderly manner in their appropriate containers and, if
possible, under a roof or other enclosure.
Products will be kept in their original containers with the original manufacturer's label.
Substances will not be mixed with one another unless recommended by the manufacturer.
Whenever possible, all of a product will be used up before disposing of the container.
Manufacturers' recommendations for proper use and disposal will be followed.
The site superintendent will inspect daily to ensure proper use and disposal of materials on-site.
Hazardous Products:
These practices are used to reduce the risks associated with hazardous materials:
Products will be kept in original containers unless they are not re-sealable.
Original labels and material safety data will be retained; they contain important product information.
If surplus product must be disposed of, manufacturers' or local and state recommended methods of proper
disposal will be followed.
5
SPILL PREVENTION (Continued)
Product Specific Practices
The following product specific practices will be followed on-site:
Petroleum Products:
All on-site vehicles will be monitored for leaks and receive regular preventive maintenance to reduce the chance of leakage. Fuel
oil for construction machinery will be stored in an above-ground tank with a suitable containment system. Material safety data
sheets will be filed in the site superintendent's trailer. Any asphalt substances used on-site will be applied according to the
manufacturer’s recommendations.
Fertilizers:
Fertilizers used will be applied only in the minimum amounts recommended by the manufacturer. Once applied, fertilizer will be
worked into the soil to limit exposure to stormwater. The contents of any partially used bags of fertilizer will be transferred to
resealable plastic bags to avoid spills.
Paints:
All containers will be tightly sealed and stored when not required for use. Excess paint will not be discharged to the storm sewer
system, but will be properly disposed of according to manufacturers’ instructions or state and local regulations.
Concrete Trucks:
Concrete trucks will be allowed to wash out or discharge surplus concrete or drum wash water to the concrete washout area.
Spill Control Practices
In addition to the good housekeeping and material management practices discussed in the previous sections of this plan, the
following practices will be followed for spill prevention and cleanup:
Manufacturers' recommended methods for spill cleanup will be clearly posted and site personnel will be made aware of
the procedures and the location of the information and cleanup supplies.
Materials and equipment necessary for spill cleanup will be kept in the material storage area on-site. Equipment and
materials will include but not be limited to brooms, dust pans, mops, rags, gloves, kitty litter, sand, sawdust, and plastic
and metal trash containers specifically for this purpose.
All spills will be cleaned up immediately after discovery.
The spill area will be kept well ventilated and personnel will wear appropriate protective clothing to prevent injury from
contact with hazardous substance.
Reportable spills of any petroleum-based material will be reported to the appropriate state or local government agency.
The spill prevention plan will be adjusted to include measures to prevent this type of spill from reoccurring and how to
clean up the spill if there is another one. A description of the spill, what caused it, and the cleanup measures will also be
included.
The site superintendent responsible for the day-to-day operations will be the spill prevention and cleanup coordinator.
He will designate at least three other site personnel who will receive spill prevention and cleanup training. These
individuals will each become responsible for a particular phase of prevention and cleanup. The names of responsible
spill personnel will be posted in the material storage area and in the office trailer on-site.
6
POLLUTION PREVENTION PLAN CERTIFICATION
I certify under penalty of law that I understand and agree to comply with the terms and conditions of the SWPPP for the
construction site identified in such SWPPP as a condition of authorization to discharge stormwater. I also understand that the
operator must comply with the terms and conditions of the New York State Pollutant Discharge Elimination System (“SPDES”)
general permit for stormwater discharges from construction activities and that it is unlawful for any person to cause or contribute
to a violation of water quality standards.
Signed:
Owner
Date:
CONTRACTOR'S CERTIFICATION
I hereby certify that I understand and agree to comply with the terms and conditions of the SWPPP and agree to
implement any corrective actions identified by the qualified inspector during a site inspection. I also understand that
the owner or operator must comply with the terms and conditions of the most current version of the New York State
Pollutant Discharge Elimination System ("SPDES") general permit for stormwater discharges from construction
activities and that it is unlawful for any person to cause or contribute to a violation of water quality standards.
Furthermore, I understand that certifying false, incorrect or inaccurate information is a violation of the referenced
permit and the laws of the State of New York and could subject me to criminal, civil and/or administrative
proceedings.”
Signature For Responsible for
Trained Contractor
Date:
Date:
Date:
Date:
Date:
7
Signature For Responsible for
Date:
Date:
Date:
Date:
Date:
Date:
Date:
Date:
Date:
New York State Stormwater Management Design Manual
Chapter 5: Green Infrastructure Practices
Section 5.1 Planning for Green Infrastructure: Preservation of Natural Features and Conservation Design
Table 5.3 Soil Restoration Requirements
Type of Soil Disturbance Soil Restoration Requirement Comments/Examples
No soil disturbance Restoration not permitted Preservation of Natural Features
Minimal soil disturbance Restoration not required Clearing and grubbing
Areas where topsoil is
stripped only - no change
in grade
HSG A &B HSG C&D Protect area from any ongoing
construction activities. apply 6 inches
of topsoil
Aerate* and apply 6
inches of topsoil
Areas of cut or fill
HSG A &B HSG C & D
Aerate and
apply 6 inches
of topsoil
Apply full Soil
Restoration **
Heavy traffic areas on site
(especially in a zone 5-25
feet around buildings but
not within a 5 foot
perimeter around
foundation walls)
Apply full Soil Restoration (de-
compaction and compost
enhancement)
Areas where Runoff
Reduction and/or
Infiltration practices are
applied
Restoration not required, but may be
applied to enhance the reduction
specified for appropriate practices.
Keep construction equipment from
crossing these areas. To protect
newly installed practice from any
ongoing construction activities
construct a single phase operation
fence area
Redevelopment projects
Soil Restoration is required on
redevelopment projects in areas
where existing impervious area will
be converted to pervious area.
*Aeration includes the use of machines such as tractor-drawn implements with coulters making a narrow
slit in the soil, a roller with many spikes making indentations in the soil, or prongs which function like a
mini-subsoiler.
** Per “Deep Ripping and De-compaction, DEC 2008”.
Using this Practice
During periods of relatively low to moderate subsoil moisture, the disturbed subsoils are returned to rough
grade and the following Soil Restoration steps applied:
1) Apply 3 inches of compost over subsoil
5-19
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION
Division of Water, Bureau o f Wat er Pe r mits
625 Broadway. Albany, New York 12233-3505
P: (518) 402-8111 1 F : (518) 402-9029
www.dec.ny.gov
MEMORANDUM
TO: Regional Water Engineers
FROM : Robert Wither, Chief, South Permit Section
SUBJECT: Solar Panel Construction Stormwater Permitting/SWPPP Guidance
DATE : April 6, 2018
Issue
The Department is seeing an increase in the number of solar panel construction
projects across New York State. This has resulted in an increase in . the number of
questions on Construction General Permit (CGP) and Stormwater Pollution Prevention
Plan (SWPPP) requirements from design professionals because the current CGP (GP-
0-15-002) does not include a specific reference to the SWPPP requirements for solar
panel projects in Tables 1 and 2 of Appendix B. To address this issue, the Division of
Water (DOW) has developed the following guidance on CGP/SWPPP requirements for
the different types of solar panel projects.
Scenario 1
The DOW considers solar panel projects designed and constructed in ~ccordance with
the follow i ng criteria to be a "Land clearing and grading for the purposes of creating
vegetated open space (i.e : recreational parks, lawns , meadows, fields)" type project as
listed in T able 1, Appendix B of the CGP . Therefore , the SWPPP for this type of project
w ill typically just need to address erosion and sediment controls.
1. Solar panels are constructed on post or rack systems and elevated off the
ground surface,
2 . The panels are spaced apart .so that rain water can flow off the down gradient
s ide of the panel and continue as sheet flow across the ground surface*,
3 . For solar panels constructed on slopes, the i ndividual rows of solar panels are
generally installed along the contour so rain water sheet flows down slope*,
4. The ground surface below the panels consist of a well-established vegetative
cover (see "Final Stabilization" definition in Appendix A of the CGP),
5. The project does not include the construction of any traditional impervious areas
(i.e. buildings, substation pads , gravel access roads or parking areas , etc .),
6 . Construction of the solar panels will not alter the hydrology from pre-to post
development conditions (see Appendix A of the CGP , for definition of "Alter the
hydrology ... "). Note : The design professional shall perform the necessary site
assessment/hydrology analysis to make this determination _
4 ":"oT ORK I Dep_artment o f
0•1uNirv En v iro nme ntal
Conservat io n
*Refer to Maryland's "Stormwater Design Guidance-Solar Panel Installations "
attached for guidance on panel installation .
**See notes below for additional criteria .
Scenario 2
If the design and construction of the solar panels meets all the criteria above , except for
item 6, the project will fall under the "All other construction activities that include the
construction or reconstruction of impervious area or alter the hvdroloqv from pre-to post
development conditions, and are not listed in Table 1" project type as listed in Table 2 ,
Appendix B of the CGP. Therefore, the SWPPP for this type of project must address
post-construction stormwater practices designed in accordance with the sizing criteria in
Chapter 4 of the NYS Stormwater Management Design Manual, dated January 2015
(Note: Chapter 10 for projects in NYC EOH Watershed). The Water Quality Volume
(WQv)/Runoff Reduction Volume (RRv) sizing criteria can be addressed by designing
and constructing the solar panels in accordance with the criteria in items 1 - 4 above,
however, the quantity control sizing criteria (Cpv, Qp and Qt) from Chapter 4 (or 10) of
the Design Manual must still be addressed, unless one of the waiver criteria from
Chapter 4 can be applied. **See notes below for additional criteria.
**Notes
-Item 1: For solar panel projects where the panels are mounted directly to the ground
(i.e. no space below panel to allow for infiltration of runoff), the SWPPP must address
post-construction stormwater management controls designed in accordance with the
sizing criteria in Chapter 4 of the NYS Stormwater Management Design Manual, dated
January 2015 (Note: Chapter 10 for projects in NYC EOH Watershed).
-Item 5: For solar panel projects that include the construction of traditional impervious
areas (i.e. buildings, substation pads, gravel access roads or parking areas , etc.), the
SWPPP must address post-construction stormwater management controls for those
areas of the project. This applies to both Scenario 1 and 2 above.
cc: Carol Lamb-Lafay, BWP
Dave Gasper, BWP
Stormwater Pollution Prevention Plan
Norbut Solar – Danby, New York
March 2022
APPENDIX B. AERIAL PHOTOGRAPH
AERIAL PHOTOGRAPH March 2022
PROJECT LOCATION
Stormwater Pollution Prevention Plan
Norbut Solar – Danby, New York
March 2022
APPENDIX C. SITE AS DEPICTED BY THE USGS
QUADRANGLE MAP
Stormwater Pollution Prevention Plan
Norbut Solar – Danby, New York
March 2022
APPENDIX D. NYS ENVIRONMENTAL RESOURCE
MAPPING
ENVIRONMENTAL RESOURCE MAPPER March 2022
PROJECT LOCATION
Stormwater Pollution Prevention Plan
Norbut Solar – Danby, New York
March 2022
APPENDIX E. FEDERAL WETLAND MAPPING
WETLAND MAP March 2022
PROJECT LOCATION
Stormwater Pollution Prevention Plan
Norbut Solar – Danby, New York
March 2022
APPENDIX F. SOILS MAP
SOILS MAP March 2022
Stormwater Pollution Prevention Plan
Norbut Solar - Danby, New York
March 2022
APPENDIX G. FEMA MAPPING
FEMA MAP March 2022
Stormwater Pollution Prevention Plan
Norbut Solar - Danby, New York
March 2022
APPENDIX H. ARCHEOLOGICAL SENSITIVE AREAS &
IPAC LONG EARED BAT CONSISTENCY LETTERS
ARCHEOLOGICAL SENSITIVE AREAS MAP March 2022
New York State Office of Parks, Recreation and Historic Preservation
Division for Historic Preservation, Peebles Island, PO Box 189, Waterford, New York 12188-0189
(518) 237-8643 • https://parks.ny.gov/shpo
KATHY HOCHUL
ERIK KULLESEID
Governor
Commissioner
December 1, 2021
Austin Goodwin
Civil Engineer: Passero Associates
242 W. Main Street, Suite 100
Rochester, NY 14614
Re:
DEC
Norbut Solar Danby/15 MW/80 of 111 Acres
54 Bald Hill Rd, Ithaca
21PR03383
Dear Austin Goodwin:
Thank you for requesting the comments of the Division for Historic Preservation of the Office of
Parks, Recreation and Historic Preservation (OPRHP). We have reviewed the submitted
materials in accordance with the New York State Historic Preservation Act of 1980 (section
14.09 of the New York Parks, Recreation and Historic Preservation Law). These comments are
those of the Division for Historic Preservation and relate only to Historic/Cultural resources.
They do not include potential environmental impacts to New York State Parkland that may be
involved in or near your project. Such impacts must be considered as part of the environmental
review of the project pursuant to the State Environmental Quality Review Act (New York
Environmental Conservation Law Article 8) and its implementing regulations (6NYCRR Part
617).
We have reviewed the submitted Historic Resources Survey Report and Zone of Visual Impact
(ZVI) map for the proposed 15mw, 74.8-acre photovoltaic solar energy generation facility
located within the Town of Danby on the north side of Bald Hill Road. We note that nine already
identified and newly identified properties that are eligible to be listed on the State and National
Registers of Historic Places (S/NR) are located within the identified one-mile ZVI, with the Roe
Barn noted as the only property with a direct visual impact.
We note the majority of the proposed solar facility is currently surrounded by dense vegetation
and low hills, providing natural screening. A 7-foot-tall fence is planned to surround the entire
facility, and the access road is utilizing an existing road. Based on our review of the submitted
documents and existing conditions, it is the opinion of the OPRFP that the proposed project will
have No Adverse Impact to on historic and archaeological resources, provided the following
condition is met:
1. Provide year-round vegetative screening around the perimeter of the proposed poles and
Point of Interconnection to reduce visibility of the poles located adjacent and north of the
Roe Barn. This will be in addition to the planned temporary construction fence described in
the provided report.
If you have any questions, please feel free to reach out via email.
Sincerely,
Sara McIvor
Historic Preservation Technical Specialist
E-mail: sara.mcivor@parks.ny.gov
cc: D. Cox – Passero K. Stuck – Preservation Studios
June 29, 2021
United States Department of the Interior
FISH AND WILDLIFE SERVICE
New York Ecological Services Field Office
3817 Luker Road
Cortland, NY 13045-9385
Phone: (607) 753-9334 Fax: (607) 753-9699
http://www.fws.gov/northeast/nyfo/es/section7.htm
In Reply Refer To:
Consultation Code: 05E1NY00-2021-SLI-3241
Event Code: 05E1NY00-2021-E-09981
Project Name: Norbut Solar Danby
Subject:List of threatened and endangered species that may occur in your proposed project
location or may be affected by your proposed project
To Whom It May Concern:
The enclosed species list identifies threatened, endangered, proposed and candidate species, as
well as proposed and final designated critical habitat, that may occur within the boundary of your
proposed project and/or may be affected by your proposed project. The species list fulfills the
requirements of the U.S. Fish and Wildlife Service (Service) under section 7(c) of the
Endangered Species Act (ESA) of 1973, as amended (16 U.S.C. 1531 et seq.). This list can also
be used to determine whether listed species may be present for projects without federal agency
involvement. New information based on updated surveys, changes in the abundance and
distribution of species, changed habitat conditions, or other factors could change this list.
Please feel free to contact us if you need more current information or assistance regarding the
potential impacts to federally proposed, listed, and candidate species and federally designated
and proposed critical habitat. Please note that under 50 CFR 402.12(e) of the regulations
implementing section 7 of the ESA, the accuracy of this species list should be verified after 90
days. This verification can be completed formally or informally as desired. The Service
recommends that verification be completed by visiting the ECOS-IPaC site at regular intervals
during project planning and implementation for updates to species lists and information. An
updated list may be requested through the ECOS-IPaC system by completing the same process
used to receive the enclosed list. If listed, proposed, or candidate species were identified as
potentially occurring in the project area, coordination with our office is encouraged. Information
on the steps involved with assessing potential impacts from projects can be found at: http://
www.fws.gov/northeast/nyfo/es/section7.htm
Please be aware that bald and golden eagles are protected under the Bald and Golden Eagle
Protection Act (16 U.S.C. 668 et seq.), and projects affecting these species may require
development of an eagle conservation plan (http://www.fws.gov/windenergy/
eagle_guidance.html). Additionally, wind energy projects should follow the Services wind
06/29/2021 Event Code: 05E1NY00-2021-E-09981 2
▪
energy guidelines (http://www.fws.gov/windenergy/) for minimizing impacts to migratory birds
and bats.
Guidance for minimizing impacts to migratory birds for projects including communications
towers (e.g., cellular, digital television, radio, and emergency broadcast) can be found at: http://
www.fws.gov/migratorybirds/CurrentBirdIssues/Hazards/towers/towers.htm; http://
www.towerkill.com; and http://www.fws.gov/migratorybirds/CurrentBirdIssues/Hazards/towers/
comtow.html.
We appreciate your concern for threatened and endangered species. The Service encourages
Federal agencies to include conservation of threatened and endangered species into their project
planning to further the purposes of the ESA. Please include the Consultation Tracking Number
in the header of this letter with any request for consultation or correspondence about your project
that you submit to our office.
Attachment(s):
Official Species List
06/29/2021 Event Code: 05E1NY00-2021-E-09981 1
Official Species List
This list is provided pursuant to Section 7 of the Endangered Species Act, and fulfills the
requirement for Federal agencies to "request of the Secretary of the Interior information whether
any species which is listed or proposed to be listed may be present in the area of a proposed
action".
This species list is provided by:
New York Ecological Services Field Office
3817 Luker Road
Cortland, NY 13045-9385
(607) 753-9334
06/29/2021 Event Code: 05E1NY00-2021-E-09981 2
Project Summary
Consultation Code:05E1NY00-2021-SLI-3241
Event Code:05E1NY00-2021-E-09981
Project Name:Norbut Solar Danby
Project Type:POWER GENERATION
Project Description:The project is the development of three solar fields (21.0, 21.1 & 24.7 AC
respectively) over ±111.67 acres of empty farmlands / woodlands in the
Town of Danby, NY. The project will utilize a pervious access drive
approved by NYSDEC and avoid all encroachment to the intermittent
tributary and flagged wetlands on site. The project is set to begin late
2021-2022.
Project Location:
Approximate location of the project can be viewed in Google Maps: https://
www.google.com/maps/@42.35180285,-76.49344022451143,14z
Counties:Tompkins County, New York
06/29/2021 Event Code: 05E1NY00-2021-E-09981 3
1.
Endangered Species Act Species
There is a total of 1 threatened, endangered, or candidate species on this species list.
Species on this list should be considered in an effects analysis for your project and could include
species that exist in another geographic area. For example, certain fish may appear on the species
list because a project could affect downstream species.
IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA
Fisheries , as USFWS does not have the authority to speak on behalf of NOAA and the
Department of Commerce.
See the "Critical habitats" section below for those critical habitats that lie wholly or partially
within your project area under this office's jurisdiction. Please contact the designated FWS office
if you have questions.
NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an
office of the National Oceanic and Atmospheric Administration within the Department of
Commerce.
Mammals
NAME STATUS
Northern Long-eared Bat Myotis septentrionalis
No critical habitat has been designated for this species.
Species profile: https://ecos.fws.gov/ecp/species/9045
Threatened
Critical habitats
THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICE'S
JURISDICTION.
1
June 29, 2021
United States Department of the Interior
FISH AND WILDLIFE SERVICE
New York Ecological Services Field Office
3817 Luker Road
Cortland, NY 13045-9385
Phone: (607) 753-9334 Fax: (607) 753-9699
http://www.fws.gov/northeast/nyfo/es/section7.htm
IPaC Record Locator: 772-103425684
Subject:Consistency letter for the 'Norbut Solar Danby' project indicating that any take of the
northern long-eared bat that may occur as a result of the Action is not prohibited
under the ESA Section 4(d) rule adopted for this species at 50 CFR §17.40(o).
Dear Austin Goodwin:
The U.S. Fish and Wildlife Service (Service) received on June 29, 2021 your effects
determination for the 'Norbut Solar Danby' (the Action) using the northern long-eared bat
(Myotis septentrionalis) key within the Information for Planning and Consultation (IPaC)
system. You indicated that no Federal agencies are involved in funding or authorizing this
Action. This IPaC key assists users in determining whether a non-Federal action may cause
“take”[1] of the northern long-eared bat that is prohibited under the Endangered Species Act of
1973 (ESA) (87 Stat.884, as amended; 16 U.S.C. 1531 et seq.).
Based upon your IPaC submission, any take of the northern long-eared bat that may occur as a
result of the Action is not prohibited under the ESA Section 4(d) rule adopted for this species at
50 CFR §17.40(o). Unless the Service advises you within 30 days of the date of this letter that
your IPaC-assisted determination was incorrect, this letter verifies that the Action is not likely to
result in unauthorized take of the northern long-eared bat.
Please report to our office any changes to the information about the Action that you entered into
IPaC, the results of any bat surveys conducted in the Action area, and any dead, injured, or sick
northern long-eared bats that are found during Action implementation.
If your Action proceeds as described and no additional information about the Action’s effects on
species protected under the ESA becomes available, no further coordination with the Service is
required with respect to the northern long-eared bat.
________________________________________________
[1]Take means to harass, harm, pursue, hunt, shoot, wound, kill, trap, capture, or collect, or to
attempt to engage in any such conduct [ESA Section 3(19)].
06/29/2021 IPaC Record Locator: 772-103425684 2
Action Description
You provided to IPaC the following name and description for the subject Action.
1. Name
Norbut Solar Danby
2. Description
The following description was provided for the project 'Norbut Solar Danby':
The project is the development of three solar fields (21.0, 21.1 & 24.7 AC
respectively) over ±111.67 acres of empty farmlands / woodlands in the Town of
Danby, NY. The project will utilize a pervious access drive approved by NYSDEC
and avoid all encroachment to the intermittent tributary and flagged wetlands on
site. The project is set to begin late 2021-2022.
Approximate location of the project can be viewed in Google Maps: https://www.google.com/
maps/@42.35180285,-76.49344022451143,14z
Determination Key Result
This non-Federal Action may affect the northern long-eared bat; however, any take of this
species that may occur incidental to this Action is not prohibited under the final 4(d) rule at 50
CFR §17.40(o).
Determination Key Description: Northern Long-eared Bat 4(d) Rule
This key was last updated in IPaC on May 15, 2017. Keys are subject to periodic revision.
This key is intended for actions that may affect the threatened northern long-eared bat.
The purpose of the key for non-Federal actions is to assist determinations as to whether proposed
actions are excepted from take prohibitions under the northern long-eared bat 4(d) rule.
If a non-Federal action may cause prohibited take of northern long-eared bats or other ESA-listed
animal species, we recommend that you coordinate with the Service.
06/29/2021 IPaC Record Locator: 772-103425684 3
1.
2.
3.
4.
5.
6.
7.
8.
Determination Key Result
Based upon your IPaC submission, any take of the northern long-eared bat that may occur as a
result of the Action is not prohibited under the ESA Section 4(d) rule adopted for this species at
50 CFR §17.40(o).
Qualification Interview
Is the action authorized, funded, or being carried out by a Federal agency?
No
Will your activity purposefully Take northern long-eared bats?
No
[Semantic] Is the project action area located wholly outside the White-nose Syndrome
Zone?
Automatically answered
No
Have you contacted the appropriate agency to determine if your project is near a known
hibernaculum or maternity roost tree?
Location information for northern long-eared bat hibernacula is generally kept in state
Natural Heritage Inventory databases – the availability of this data varies state-by-state.
Many states provide online access to their data, either directly by providing maps or by
providing the opportunity to make a data request. In some cases, to protect those resources,
access to the information may be limited. A web page with links to state Natural Heritage
Inventory databases and other sources of information on the locations of northern long-
eared bat roost trees and hibernacula is available at www.fws.gov/midwest/endangered/
mammals/nleb/nhisites.html.
Yes
Will the action affect a cave or mine where northern long-eared bats are known to
hibernate (i.e., hibernaculum) or could it alter the entrance or the environment (physical or
other alteration) of a hibernaculum?
No
Will the action involve Tree Removal?
Yes
Will the action only remove hazardous trees for the protection of human life or property?
No
Will the action remove trees within 0.25 miles of a known northern long-eared bat
hibernaculum at any time of year?
No
06/29/2021 IPaC Record Locator: 772-103425684 4
9.Will the action remove a known occupied northern long-eared bat maternity roost tree or
any trees within 150 feet of a known occupied maternity roost tree from June 1 through
July 31?
No
06/29/2021 IPaC Record Locator: 772-103425684 5
Project Questionnaire
If the project includes forest conversion, report the appropriate acreages below.
Otherwise, type ‘0’ in questions 1-3.
1. Estimated total acres of forest conversion:
33
2. If known, estimated acres of forest conversion from April 1 to October 31
33
3. If known, estimated acres of forest conversion from June 1 to July 31
0
If the project includes timber harvest, report the appropriate acreages below.
Otherwise, type ‘0’ in questions 4-6.
4. Estimated total acres of timber harvest
0
5. If known, estimated acres of timber harvest from April 1 to October 31
0
6. If known, estimated acres of timber harvest from June 1 to July 31
0
If the project includes prescribed fire, report the appropriate acreages below.
Otherwise, type ‘0’ in questions 7-9.
7. Estimated total acres of prescribed fire
0
8. If known, estimated acres of prescribed fire from April 1 to October 31
0
9. If known, estimated acres of prescribed fire from June 1 to July 31
0
If the project includes new wind turbines, report the megawatts of wind capacity
below. Otherwise, type ‘0’ in question 10.
10. What is the estimated wind capacity (in megawatts) of the new turbine(s)?
0
Stormwater Pollution Prevention Plan
Norbut Solar – Danby New York
April 2021
APPENDIX I. CURVE NUMBER WORKSHEETS
Soil Type Cn Area (Acre) Cn*Area
6569
84.93
77.3Weighted CN
Total Area x Cn
Total Area
Norbut Solar Danby Solar Array
20213129.0001
3/25/2022
Weighted Cn Chart Norbut Solar Danby Solar Array
EXISTING DRAINAGE AREA 1
BgC Meadow Meadow‐Good Condition C 71 2.79 198
LaB, LaB3, EbB,
EcA, RhA, BgC,
Ws
Meadow Meadow‐Good Condition D 78 46.24 3607
Soil Name Land Use Detail
LaB, LaB3, EbB,
EcA, RhA, BgC,
Ws
Woods Or Forest Land Woods‐Fair condition D 77 35.9 2764
Soil Type Cn Area (Acre) Cn*Area
1629
21.29
76.5Weighted CN
Total Area x Cn
Total Area
EbB, LaB, EbB Meadow Meadow‐Good Condition D 78 6.89 537
BgC Meadow Meadow‐Good Condition C 71 2.41 171
BgC Woods Or Forest Land Woods‐Fair condition C 70 0.41 29
Weighted Cn Chart Norbut Solar Danby Solar Array
EXISTING DRAINAGE AREA 2
Soil Name Land Use Detail
EbB, LaB, EbB Woods Or Forest Land Woods‐Fair condition D 77 11.58 892
Norbut Solar Danby Solar Array
20213129.0001
3/25/2022
Soil Type Cn Area (Acre) Cn*Area
128
1.66
77.4Weighted CN
Total Area x Cn
Total Area
MaC, EbB, LaB3,
LaB Meadow Meadow‐Good Condition D 78 0.64 50
Weighted Cn Chart Norbut Solar Danby Solar Array
EXISTING DRAINAGE AREA 3
Soil Name Land Use Detail
MaC, EbB, LaB3,
LaB Woods Or Forest Land Woods‐Fair condition D 77 1.02 79
Norbut Solar Danby Solar Array
20213129.0001
3/25/2022
Soil Type Cn Area (Acre) Cn*Area
211
2.74
77.0Weighted CN
Total Area x Cn
Total Area
Weighted Cn Chart Norbut Solar Danby Solar Array
EXISTING DRAINAGE AREA 4
Soil Name Land Use Detail
ErA, LaB Woods Or Forest Land Woods‐Fair condition D 77 2.74 211
Norbut Solar Danby Solar Array
20213129.0001
3/25/2022
Soil Type Cn Area (Acre) Cn*Area
83
1.2
71.79Weighted CN
Total Area x Cn
Total Area
HdC Meadow Meadow‐Good Condition A 30 0.15 5
Weighted Cn Chart Norbut Solar Danby Solar Array
EXISTING DRAINAGE AREA 5
Soil Name Land Use Detail
LaB Meadow Meadow‐Good Condition D 78 1.01 79
Norbut Solar Danby Solar Array
20213129
Soil Type Cn Area (Acre) Cn*Area
6619
84.96
77.9Weighted CN
Total Area x Cn
Total Area
Concrete Transformer Pads
LaB, RhA Paved Parking Roofs Driveways Etc Standard D 98 0.028 3
BgC Meadow Meadow‐Good Condition C 71 2.79 198
Pervious Access Drive Approved by NYSDEC
LaB, EbB, EcA,
RhA Paved Parking Roofs Driveways Etc Standard D 91 1.85 168
LaB, LaB3, EbB,
EcA, RhA, BgC,
Ws
Meadow Meadow‐Good Condition D 78 67.97 5302
Weighted Cn Chart Norbut Solar Danby Solar Array
PROPOSED DRAINAGE AREA 1A
Soil Name Land Use Detail
LaB, LaB3, EbB,
EcA, RhA, BgC,
Ws
Woods Or Forest Land Woods‐Fair condition D 77 12.32 949
Norbut Solar Danby Solar Array
20213129.0001
3/25/2022
Soil Type Cn Area (Acre) Cn*Area
1637
21.29
76.9Weighted CN
Total Area x Cn
Total Area
EbB, LaB, EbB Meadow Meadow‐Good Condition D 78 15.27 1191
BgC Meadow Meadow‐Good Condition C 71 2.41 171
BgC Woods Or Forest Land Woods‐Fair condition C 70 0.41 29
Weighted Cn Chart Norbut Solar Danby Solar Array
PROPOSED DRAINAGE AREA 2
Soil Name Land Use Detail
EbB, LaB, EbB Woods Or Forest Land Woods‐Fair condition D 77 3.2 246
Norbut Solar Danby Solar Array
20213129.0001
3/25/2022
Soil Type Cn Area (Acre) Cn*Area
128
1.66
77.4Weighted CN
Total Area x Cn
Total Area
MaC, EbB, LaB3,
LaB Meadow Meadow‐Good Condition D 78 0.64 50
Weighted Cn Chart Norbut Solar Danby Solar Array
PROPOSED DRAINAGE AREA 3
Soil Name Land Use Detail
MaC, EbB, LaB3,
LaB Woods Or Forest Land Woods‐Fair condition D 77 1.02 79
Norbut Solar Danby Solar Array
20213129.0001
3/25/2022
Soil Type Cn Area (Acre) Cn*Area
211
2.74
77.0Weighted CN
Total Area x Cn
Total Area
Weighted Cn Chart Norbut Solar Danby Solar Array
PROPOSED DRAINAGE AREA 4
Soil Name Land Use Detail
ErA, LaB Woods Or Forest Land Woods‐Fair condition D 77 2.74 211
Norbut Solar Danby Solar Array
20213129.0001
3/25/2022
Soil Type Cn Area (Acre) Cn*Area
Pervious Access Drive Approved by NYSDEC
90
1.2
77.82Weighted CN
Total Area x Cn
Total Area
LaB Paved Parking Roofs Driveways Etc Standard D 91 0.31 28
Pervious Access Drive Approved by NYSDEC
HdC Paved Parking Roofs Driveways Etc Standard A 91 0.06 5
HdC Meadow Meadow‐Good Condition A 30 0.09 3
Weighted Cn Chart Norbut Solar Danby Solar Array
PROPOSED DRAINAGE AREA 5
Soil Name Land Use Detail
LaB Meadow Meadow‐Good Condition D 77 0.7 54
Norbut Solar Danby Solar Array
20213129
3/25/2022
Stormwater Pollution Prevention Plan
Norbut Solar - Danby, New York
March 2022
APPENDIX J. EXTREME PERCIPITATION, TIME OF
CONCENTRATION WORKSHEETS AND STORM
HYDROGRAPHS
6/28/2021 Extreme Precipitation Tables: 42.458°N, 76.549°W
precip.eas.cornell.edu/data.php?1624900192245 1/1
Extreme Precipitation Tables
Northeast Regional Climate Center
Data represents point estimates calculated from partial duration series. All precipitation amounts are displayed in inches.
Smoothing Yes
State New York
Location
Longitude 76.549 degrees West
Latitude 42.458 degrees North
Elevation 0 feet
Date/Time Mon, 28 Jun 2021 13:09:53 -0400
Extreme Precipitation Estimates
5min 10min 15min 30min 60min 120min 1hr 2hr 3hr 6hr 12hr 24hr 48hr 1day 2day 4day 7day 10day
1yr 0.28 0.43 0.53 0.70 0.87 1.07 1yr 0.75 0.95 1.21 1.44 1.70 1.99 2.25 1yr 1.76 2.16 2.56 3.09 3.55 1yr
2yr 0.32 0.50 0.62 0.82 1.03 1.26 2yr 0.89 1.13 1.43 1.70 2.00 2.34 2.60 2yr 2.07 2.50 2.94 3.48 3.98 2yr
5yr 0.38 0.59 0.74 0.99 1.27 1.57 5yr 1.09 1.40 1.78 2.12 2.49 2.90 3.24 5yr 2.56 3.11 3.63 4.21 4.80 5yr
10yr 0.42 0.67 0.84 1.14 1.49 1.86 10yr 1.29 1.64 2.11 2.52 2.95 3.41 3.82 10yr 3.02 3.68 4.26 4.86 5.53 10yr
25yr 0.50 0.79 1.01 1.39 1.85 2.32 25yr 1.59 2.04 2.64 3.15 3.68 4.23 4.76 25yr 3.75 4.58 5.26 5.88 6.68 25yr
50yr 0.56 0.90 1.16 1.62 2.17 2.75 50yr 1.88 2.40 3.13 3.73 4.35 4.98 5.62 50yr 4.41 5.41 6.18 6.79 7.71 50yr
100yr 0.63 1.02 1.32 1.87 2.56 3.25 100yr 2.21 2.84 3.72 4.43 5.14 5.87 6.65 100yr 5.20 6.39 7.26 7.84 8.89 100yr
200yr 0.72 1.18 1.53 2.19 3.02 3.85 200yr 2.60 3.35 4.40 5.24 6.08 6.92 7.86 200yr 6.13 7.55 8.53 9.07 10.26 200yr
500yr 0.86 1.41 1.84 2.67 3.75 4.81 500yr 3.23 4.18 5.51 6.55 7.58 8.60 9.81 500yr 7.62 9.43 10.57 10.99 12.41 500yr
Lower Confidence Limits
5min 10min 15min 30min 60min 120min 1hr 2hr 3hr 6hr 12hr 24hr 48hr 1day 2day 4day 7day 10day
1yr 0.25 0.39 0.47 0.63 0.78 0.82 1yr 0.67 0.81 0.91 1.10 1.51 1.80 2.05 1yr 1.60 1.97 2.40 2.90 3.22 1yr
2yr 0.32 0.49 0.60 0.82 1.01 1.12 2yr 0.87 1.09 1.24 1.53 1.87 2.26 2.52 2yr 2.00 2.42 2.84 3.39 3.88 2yr
5yr 0.36 0.55 0.69 0.94 1.20 1.32 5yr 1.04 1.30 1.45 1.78 2.18 2.65 2.98 5yr 2.35 2.87 3.36 3.91 4.48 5yr
10yr 0.40 0.61 0.76 1.06 1.37 1.51 10yr 1.18 1.47 1.63 1.99 2.47 3.01 3.36 10yr 2.66 3.23 3.75 4.36 5.01 10yr
25yr 0.46 0.69 0.86 1.23 1.62 1.78 25yr 1.40 1.74 1.91 2.29 2.88 3.51 3.89 25yr 3.10 3.74 4.35 5.00 5.79 25yr
50yr 0.50 0.77 0.96 1.37 1.85 2.02 50yr 1.60 1.98 2.15 2.56 3.25 3.96 4.32 50yr 3.51 4.16 4.84 5.55 6.45 50yr
100yr 0.56 0.84 1.06 1.53 2.09 2.31 100yr 1.81 2.26 2.42 2.86 3.67 4.46 4.79 100yr 3.94 4.61 5.38 6.16 7.18 100yr
200yr 0.62 0.93 1.18 1.72 2.39 2.63 200yr 2.06 2.57 2.74 3.20 4.14 5.00 5.29 200yr 4.43 5.09 5.95 6.79 7.97 200yr
500yr 0.72 1.07 1.38 2.00 2.85 3.14 500yr 2.46 3.07 3.22 3.71 4.86 5.82 5.97 500yr 5.15 5.74 6.73 7.71 9.15 500yr
Upper Confidence Limits
5min 10min 15min 30min 60min 120min 1hr 2hr 3hr 6hr 12hr 24hr 48hr 1day 2day 4day 7day 10day
1yr 0.30 0.47 0.57 0.77 0.94 1.04 1yr 0.81 1.02 1.17 1.44 1.77 2.16 2.39 1yr 1.91 2.30 2.72 3.27 3.75 1yr
2yr 0.34 0.52 0.64 0.87 1.07 1.19 2yr 0.92 1.16 1.32 1.63 1.99 2.43 2.71 2yr 2.15 2.61 3.05 3.60 4.11 2yr
5yr 0.40 0.62 0.77 1.06 1.35 1.53 5yr 1.16 1.49 1.68 2.05 2.52 3.15 3.50 5yr 2.79 3.37 3.90 4.54 5.17 5yr
10yr 0.47 0.72 0.89 1.25 1.61 1.85 10yr 1.39 1.81 2.03 2.46 3.04 3.86 4.27 10yr 3.42 4.11 4.79 5.42 6.16 10yr
25yr 0.58 0.88 1.09 1.56 2.05 2.41 25yr 1.77 2.36 2.60 3.14 3.90 5.04 5.58 25yr 4.46 5.37 6.23 6.87 7.79 25yr
50yr 0.68 1.03 1.28 1.84 2.48 2.93 50yr 2.14 2.86 3.14 3.77 4.71 6.18 6.84 50yr 5.47 6.58 7.61 8.22 9.31 50yr
100yr 0.79 1.20 1.50 2.17 2.98 3.56 100yr 2.57 3.48 3.79 4.54 5.67 7.58 8.40 100yr 6.71 8.07 9.35 9.87 11.14 100yr
200yr 0.93 1.40 1.77 2.56 3.58 4.35 200yr 3.09 4.25 4.58 5.46 6.84 9.30 10.33 200yr 8.23 9.93 11.50 11.84 13.34 200yr
500yr 1.15 1.72 2.21 3.21 4.57 5.64 500yr 3.94 5.51 5.88 6.95 8.79 12.21 13.62 500yr 10.80 13.09 15.17 15.13 16.95 500yr
1 2 3 4 511 12 13 14 15
31
32
1
Watershed Model Schematic Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2022
Project: HYDROGRAPH_DANBY.gpw Friday, 03 / 25 / 2022
Hyd.Origin Description
Legend
1 SCS Runoff EX-1
2 SCS Runoff EX-2
3 SCS Runoff EX-3
4 SCS Runoff EX-4
5 SCS Runoff EX-5
11 SCS Runoff PR-1
12 SCS Runoff PR-2
13 SCS Runoff PR-3
14 SCS Runoff PR-4
15 SCS Runoff PR-5
31 Combine TOTAL EX
32 Combine TOTAL PR