HomeMy WebLinkAboutPB Packet 2022-08-02 TOWN OF ITHACA PLANNING BOARD
Tuesday,August 2, 2022 7:00 P.M.
Due to COVID-19 and Executive Order No. 11.8 signed by Governor Hochul on 7/14/22 allowing continuation of
virtual meetings,this meeting will be held via the Zoom audio/visual application with no in-person attendance
permitted. Members of the public may call in on a cell phone or landline at(929) 436-2866 and enter the Meeting
ID: 836 4376 4382, or join the meeting by computer on Zoom at httt)s://us06web.zoom.us/i/83643764382.
If the public would like to attend the meeting for viewing purposes only,it is recommended to watch the livestream
video on YouTube(httt)s://www.youtube.com/channel/UCC9vvcXkJ6klVlibihCv7No /Iive .
AGENDA
1. SEQR Determination: Robert Trent Jones Golf Course Renovations—Special Permit.
2. PUBLIC HEARING: Consideration of Special Permit for the proposed renovations to the Cornell
Robert Trent Jones Golf Course,located at 213-215 Warren Road. The project involves installing new
stormwater drainage lines and sand drainage trenches,replacing selected sand bunkers with turf, creating
expanded detention areas, and other improvements to increase the overall function and drainage capacity
of the course. This is an Unlisted Action under the State Environmental Quality Review Act and is
subject to environmental review. Cornell University, Owner;Michael Stewart, Cornell University
Facilities Management,Applicant/Agent.
3. Persons to be heard.
4. Other Business.
5. Adj ournment.
Susan Ritter
Director of Planning
607-273-1747
NOTE:IF ANY MEMBER OF THE PLANNING BOARD IS UNABLE TO ATTEND,PLEASE NOTIFY
CHRIS BALESTRA AT 607-273-1747 or CBALESTRA((-i),TOWN.ITHACA.NY.US.
(A quorum of four(4)members is necessary to conduct Planning Board business.)
Accessing Meeting Materials Online
Site Plan and Subdivision applications and associated project materials are accessible electronically on the Town's website at
https://www.town.ithaca.ny.us/meeting-calendar-agendas/under the calendar meeting date.
TOWN OF ITHACA PLANNING BOARD
PUBLIC HEARING NOTICE
The Planning Board will hold a public hearing on Tuesday, August 2, 2022, at 7:00 P.M. on the following
matter:
Consideration of Special Permit for the proposed renovations to the Cornell Robert Trent Jones Golf
Course, located at 213-215 Warren Road. The project involves installing new stormwater drainage
lines and sand drainage trenches, replacing selected sand bunkers with turf, creating expanded
detention areas,and other improvements to increase the overall function and drainage capacity of the
course. This is an Unlisted Action under the State Environmental Quality Review Act and is subject
to environmental review. Cornell University, Owner; Michael Stewart, Cornell University Facilities
Management,Applicant/Agent.
Due to COVID-19 and Executive Order No. 11.8 signedby Governor Hochul on 7/14/22 allowing continuation
of virtual meetings, this meeting will be held via the Zoom audio/visual application with no in-person
attendance permitted. Members of the public may call in on a cell phone or landline at (929)436-2866 and
enter the Meeting ID: 836 4376 4382, or join the meeting by computer on Zoom at
https://us06web.zoom.us/j/83643764382.
If the public would like to attend the meeting for viewing purposes only, it is recommended to watch the
livestream video on YouTube(https://www.youtube.com/channel/UCC9yycXkJ6klVlibjhCy7NQ/live).
Any person wishing to address the board will be heard. In addition, comments can be sent via email to
townclerkLa)town.ithaca.U.us up to the end of business the day of the meeting and all comments will be
forwarded to the board. Additional information is available at www.town.ithaca.ny.us.
Susan Ritter,Director of Planning
TOWN OF ITHACA
NEW YORK
DEPARTMENT OF PLANNING
215 N Tioga St 14850
607.273,1747
vw,��r�n�r�•�tl�n�r���rny
TO: Planning Board Member
FROM: Christie Ralestra, Plarm r4l)
DATE: July 26, 2022
m Proposed CU Robert Trent Jones Golf Course Renovations Special Permit
Enclosed please fired materials related to the consideration of Special Permit for the proposed
renovations to the Cornell Robert Trent Jones Golf Course, located at 213-215 Warren Road. The project
involves installing new stormwwater drainage lines and sand drainage trenches, replacing selected sand
bunkers with turf, creating expanded detention areas,and other improvements to increase the overall
function and drainage capacity of the course.
The project requires Planning Board special permit approval because it involves the deposit or removal
of more than 250 cubic yards of material on any parcel in any one year(Town Code §270-21 ). The Rolf
course drainage improvement project involves a total of 3,351 cubic yards of material that will be
disturbed to accommodate the new drainage improvements, It is expected that the project will ,generate
some truck traffic into and out of the site, but that trucks will not utilize town reads (and they will
specifically avoid Forest Home).
The property is large and contains the 18-hole golf course, surrounded by a private golf course and
Cornell-owned agricultural lands to the north, Cornell-owned agricultural and wooded lands to the east,
Cornell-owned lands and Forest Home/Fairway Drive residences to the south, and Cornell campus,
Pleasant Grove Road, and Hasbrouck Apartments to the west, Warren Read dissects the course from
north to south.
The Torn of Ithaca Public Works Department has reviewed a S PPP for the project and has provided an
attached memo that outlines a few remaining items for the applicant to satisfy. Pursuant to the Town
Code requirements in §270-217, the Director of Public Works (Joe Slater) and the Director of Engineering
((fan Thaete) have also provided a memo with confirmation that the project "adequately protects the
property and surrounding properties from significant adverse consequences of such deposit or removal,
including,when completed, adverse drainage, erosion, visual or ether adverse impacts," The two other
items listed in the memo from Joe Slater and Dan Thaete have been added as conditions of approval on
the draft resolution for the Planning Board to consider.
Among the materials,your packets also include a completed draft Short EAF and draft resolutions for the
project. Please feel free to call me at 273-1747, extension 121,or email me at
r;I ale tra town.ithaca.ny,,g, if you have any questions prior to the rrleeting,
cc ichael Stewart,Facilities Management,Cornell University
Leslie Schill,University Planner/Director of Campus Planning,Cornell University
Project Narrative:
Robert Trent Jones Golf Course Renovation
The Robert Trent Jones golf course is seeking to make much-needed improvements to the drainage and
overall condition of the playing areas. The existing course drainage the still functions in many areas, but
is discontinuous and causes certain areas of the course to become saturated. Also,the bunkers were never
properly drained, and due to the deterioration of the bunker material they have become impossible to
utilize for days after major rains, and have major issues with vegetation growth. The project is seeking a
special permit for a soil disturbance exceeding 250 cubic yards. The project will disturb 6.0 acres, but at
any given time this is not anticipated to exceed 3 acres at any given time due to practical limitations of the
work, and owner's use of portions of the course. The project will disturb a total of 3351 cubic yards of
material.
The base scope of work is to install new stormwater drainage lines, add drainage to the sand bunkers,
installation of sand drainage trenches to address targeted areas of turf, removal of select bunkers(to be
replaced by turf),and minor grading to create expanded detention areas. The project will also remove
tree stumps left from a prior tree removal effort.The overall goal is to improve drainage, but increase the
detention capacity of the course, shift the detention of water from playable areas to non-playable areas of
the course and slow the flow rate of water leaving the detention areas. The overall design seeks to use the
natural drainage patterns and contours of the course,as well as the existing path of drainage under roads
and existing structures.
There are several alternates to the work, which will be awarded if prices allow.
- Replacement of all bunker sand material and installation of drainage fabric. The existing material is old
and is in poor condition, and has issues with vegetation.
- Provide additional sand trench drainage lines to problem areas of the golf course.
There is only one known threatened species that may be present in the work area—the Northern Long-
Eared bat. It is understood from Fish&Wildlife Service protection language that working around this
species requires NOT disturbing bats during hibernation(which usually takes place in winter in caves or
mines, not found in the project area)and avoiding removal of trees being used for nesting during birthing
and pup rearing season(June-July).No trees removals are being sought as part of this project.A request
has been made to the Fish and Wildlife Service for a full impact statement for the Northern Long-Eared
bats,to confirm requirements to be listed in the construction contractual language. The Lake Sturgeon is
another designated species,but does not have habitat that will be impacted by the work area.No federal
or local wetlands are being disturbed by the project. The Black and Gold Bumblee and Jefferson
Salamander are listed as species of concern,but are not subject to state or federal protections at this time.
The project will not have any construction activities in wetland areas,and will avoid construction near
salamander habitat(particularly near holes 4/5)during the late February-March migration/mating
season.
The project will be executed sequentially, so that at least 50%of the golf course remains intact and open
at any given time for use to the campus and the larger community. This includes golf,and other
recreational activities. While the overall disturbance(if all alternates are awarded) is 6.0 acres,the total
amount of disturbance at a given time will be approximately 3.0 acres.
Communication has been shared with representatives for the Tompkins County Highway Department,to
coordinate work adjacent to county drainage structures.
The attached documents illustrate the scope of the project, drainage plans and calculations, and SWPPP
prepared by the engineering staff of LaBella Associates.
TOWN OF ITHACA
ee
N E W YRK
DEPARTMENT OF PUBLIC WORKS
114 Seven Mile Dr 14850
607.273.1656
www.town.ithamny.us
TO: Planning Board
CC: Michael Stewart, Cornell University
FROM: Joe Slater, Director of Public Works
Daniel Thaete P.E., Director of Engineering
DATE: 7/21/2022
RE: Robert Trent Jones Golf Course Renovations, Cornell University Fill
Permit Review
The Town of Ithaca has reviewed the Stormwater Pollution Prevention Plan materials
dated April 2022, last revised April 2022, and the associated plan set dated June 15,
2022. We offer the following comments:
- All Town of Ithaca Engineering Department comments and concerns must be
addressed prior to earth disturbance/construction.
- The SWPPP must be approved by the Engineering Department and implemented
prior to construction.
- Based on the materials submitted, the plan appears to adequately protect the
property and surrounding properties from significant adverse consequences of
such deposit or removal, including, when completed, adverse drainage, erosion,
visual or other adverse impacts.
Sincerely,
Daniel Thaete, P.E. Joe Slater
Director of Engineering Director of Public Work
Town of Ithaca Town of Ithaca
Engineering Department Department of Public Works
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PROPOSED RESOLUTION: SEQR
Special Permit
Cornell Robert Trent Jones Golf Course Renovations
Tax Parcel No. 68.-1-9
Town of Ithaca Planning Board,August 2, 2022
WHEREAS:
1. This action is Consideration of Special Permit for the proposed renovations to the Cornell Robert
Trent Jones Golf Course, located at 213-215 Warren Road. The project involves installing new
stormwater drainage lines and sand drainage trenches,replacing selected sand bunkers with turf,
creating expanded detention areas, and other improvements to increase the overall function and
drainage capacity of the course. This is an Unlisted Action under the State Environmental
Quality Review Act and is subject to environmental review. Cornell University, Owner;
Michael Stewart, Cornell University Facilities Management, Applicant/Agent, and
2. This is an Unlisted Action for which the Town of Ithaca Planning Board is the lead agency in
the environmental review with respect to Special Permit, and
3. The Planning Board, on August 2, 2022,has reviewed and accepted as adequate a Short
Environmental Assessment Form(EAF) Part 1, submitted by the applicant, Parts 2 and 3
prepared by Town Planning staff, a set of drawings titled"Robert Trent Jones Golf Course
Renovations, 213 Warren Road, Ithaca,New York, 14850" dated June 15, 2022,prepared by
LaBella, and other application materials, and
4. The Town Planning staff has recommended a negative determination of environmental
significance with respect to the proposed Special Permit;
NOW THEREFORE BE IT RESOLVED:
That the Town of Ithaca Planning Board hereby makes a negative determination of environmental
significance in accordance with Article 8 of the Environmental Conservation Law and 6 NYCRR
Part 617 New York State Environmental Quality Review for the above referenced action as
proposed,based on the information in the EAF Part 1 and for the reasons set forth in the EAF Parts
2 and 3, and, therefore, a Draft Environmental Impact Statement will not be required.
Short Environmental Assessment Form
Part I -Project Information
Instructions for Comoletin�
Part 1—Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the
application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on
information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as
thoroughly as possible based on current information.
Complete all items in Part 1.You may also provide any additional information which you believe will be needed by or useful to the
lead agency;attach additional pages as necessary to supplement any item.
Part 1—Project and Sponsor Information
Robert Trent Jones Golf Course Renovations,Cornell University
Name of Action or Project:
Special Permit for Robert Trent Jones Golf Course Renovations
Project Location(describe,and attach a location map):
213-215 Warren Road, Ithaca, NY
Brief Description of Proposed Action:
Special permit for removal and replacement of over 250 cu.yards of sand and soil(approximately 3,351 cu.yards of material). he work is required for
replacement of existing but aging drainage infrastructure lines,replacement of golf bunker sand,filling in of selected gol course bunkers,and creation
of new storm water detention areas to reduce runoff.
Name of Applicant or Sponsor:
Telephone: 607-255-0328
Cornell University,Michael Stewart,Project Manager E-Mail: mts96@cornell.edu
Address:
2336 S Balch Hall,Cornell University
City/PO: State: Zip Code:
Ithaca, NY 14853
1. Does the proposed action only involve the legislative adoption of a plan, local law,ordinance, NO YES
administrative rule,or regulation?
If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that
may be affected in the municipality and proceed to Part 2. If no,continue to question 2.
2. Does the proposed action require a permit,approval or funding from any other government Agency? NO YES
If Yes,list agency(s)name and permit or approval: NYS SPDES Permit
—bl Ri-
3. a. Total acreage of the site of the proposed action? 142.8 acres
b. Total acreage to be physically disturbed? 6.0 acres
c. Total acreage(project site and any contiguous properties)owned
or controlled by the applicant or project sponsor? 485+acres
4. Check all land uses that occur on,are adjoining or near the proposed action:
5. ❑ Urban ❑ Rural(non-agriculture) ❑ Industrial ❑ Commercial 0 Residential(suburban)
❑Forest ✓❑ Agriculture Aquatic Z Other(Specify): university golf course
Q✓ Parkland
Padg'c; 11 a �`.p SEAF2019
5. Is the proposed action, NO YES N/A
a. A permitted use under the zoning regulations? ❑ ❑ ❑
b. Consistent with the adopted comprehensive plan? ❑ ❑ ❑
NO YES
6. Is the proposed action consistent with the predominant character of the existing built or natural landscape?
7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES
If Yes,identify: ❑� ❑
NO YES
8. a. Will the proposed action result in a substantial increase in traffic above present levels? ❑ ❑
b. Are public transportation services available at or near the site of the proposed action?
Area is served key .l"C;AT ROUtes 30 and 51 ❑ ❑✓
c. Are any pedestrian accommodations or bicycle routes available on or near the site of the proposed ❑
action?
9. Does the proposed action meet or exceed the state energy code requirements? NO YES
If the proposed action will exceed requirements,describe design features and technologies:
Not applicable-no building construction as part of this project. ❑ ❑
10. Will the proposed action connect to an existing public/private water supply? NO YES
If No,describe method for providing potable water:
Not applicable-no potable water use or building construction as part of this project. ❑ ❑
11. Will the proposed action connect to existing wastewater utilities? NO YES
If No,describe method for providing wastewater treatment:
Not applicable-no new sewage/wastewater created as part of this project. ❑
12. a.Does the project site contain,or is it substantially contiguous to,a building,archaeological site,or district NO YES
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 th
State Register of Historic Places? Please see Part 3 attached
b.Is the project site,or any portion of it,located in or adjacent to an area designated as sensitive to ❑ ❑�
archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory?'lease see F art 3 a tache
13. a. Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES
wetlands or other waterbodies regulated by a federal, state or local agency?
Please see Fart 3 attarFed ❑ ❑✓
b. Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? ✓❑ ❑
If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres:
The parcel is adjacent to Cascadilla Creek,and wetlands with federal recognition and wetlands designated by Tompkins county. No
alterations to wetland or waterbodies Site contains portion of and is adjacent to Tompkins County Unique Natural Area 130,and
Town of Ithaca Natural Areas at Bull Pasture Ponds and Fall Creek Valley.
Pag'c°2 o:0
14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply:
❑Shoreline ✓❑ Forest 2 Agricultural/grasslands ❑ Early mid-successional
❑Wetland ❑ Urban ❑✓ Suburban
15. Does the site of the proposed action contain any species of animal,or associated habitats,listed by the State NO YES
Federal government as threatened or endangered?
Please sae Fart 3 attac ad �✓
16. Is the project site located in the 100-year flood plan? NO YES
17. Will the proposed action create storm water discharge,either from point or non-point sources? NO YES
If Yes, El RI
a. Will storm water discharges flow to adjacent properties?
b. Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? �✓
If Yes,briefly describe:
Project does not create any new impervious surfaces. Project will replace existing storm water drain lines,to connect to existing
storm water structure locations along Warren Rd,at the southwest corner of the parcel(above Forest Home Drive),and along
Pleasant Grove Rd. These continue to drain to creeks and watersheds to the south and west of the parcel.
18. Does the proposed action include construction or other activities that would result in the impoundment of water NO YES
or other liquids(e.g.,retention pond,waste lagoon,dam)?
If Yes,explain the purpose and size of the impoundment:
19. Has the site of the proposed action or an adjoining property been the location of an active or closed solid waste NO YES
management facility?
If Yes,describe:
20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES
completed) for hazardous waste?
If Yes,describe:
I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF
MY KNOWLEDGE
Applicant/sponsor/name- Lisa James Date: 06/28/2022
401
w K� it
Signature: '� �" '""'p° Title: Director of Facilities,Student&Campus Life
PRINT FORM llag'; 3 o0
EAF Mapper Summary Report Friday, July 22, 2022 10:10 AM
Disclaimer: The EAF Mapper is a screening tool intended to assist
,yyk i� project sponsors and reviewing agencies in preparing an environmental
IC assessment form(EAF).Not all questions asked in the EAF are
answered by the EAF Mapper.Additional information on any EAF
¢mhi,u tauauia uSull --- 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
6
to obtain data not provided by the Mapper.Digital data is not a
substitute for agency determinations.
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Bri(MiaiI;and), I'ViC (wp 01jH6fi�eAI iap cv'.ArytnliGYU)i's al.1dtfif,gal l " ^�' a;l j � 41 hJSel C:Ornrr��u� :
Part 1 /Question 7 [Critical Environmental No
Area]
Part 1 /Question 12a [National or State Yes
Register of Historic Places or State Eligible
Sites]
Part 1 /Question 12b [Archeological Sites] Yes
Part 1 /Question 13a [Wetlands or Other Yes - Digital mapping information on local and federal wetlands and
Regulated Waterbodies] waterbodies is known to be incomplete. Refer to EAF Workbook.
Part 1 /Question 15 [Threatened or Yes
Endangered Animal]
Part 1 /Question 15 [Threatened or Lake Sturgeon, Sedge Wren
Endangered Animal - Name]
Part 1 /Question 16 [100 Year Flood Plain] Digital mapping data are not available or are incomplete. Refer to EAF
Workbook.
Part 1 /Question 20 [Remediation Site] No
Short Environmental Assessment Form - EAF Mapper Summary Report 1
Robert Trent Jones Golf Course Renovations
SEAF—Additional Notes
15. Does the site of the proposed action contain any species of animal, or associated habitats, listed by the
State or Federal government as threatened or endangered?
1. There is only one known threatened species that may be present in the work area—the Northern
Long-Eared bat. It is understood from Fish&Wildlife Service protection language that working
around this species requires NOT disturbing bats during hibernation(which usually takes place in
winter in caves or mines,not found in the project area)and avoiding removal of trees being used
for nesting during birthing and pup rearing season(June-July).No trees removals are being
sought as part of this project. A request has been made to the Fish and Wildlife Service for a full
impact statement for the Northern Long-Eared bats, to confirm requirements to be listed in the
construction contractual language.
2. The Lake Sturgeon is another designated species,but does not have habitat that will be impacted
by the work area.
3. No federal or local wetlands are being disturbed by the project. The Black and Gold Bumblee and
Jefferson Salamander are listed as species of concern,but are not subject to state or federal
protections at this time. The project will not have any construction activities in wetland areas,
and will avoid construction near salamander habitat(particularly near holes 4/5) during the late
February-March migration/mating and migration season.
Agency Use Only [If applicable]
Project: CU RTJ Golf Course Renovations
Date: August 2,2022
Short Environmental Assessment Form
Part 2 -Impact Assessment
Part 2 is to be completed by the Lead Agency.
Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by
the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by
the concept"Have my responses been reasonable considering the scale and context of the proposed action?"
No,or Moderate
small to large
impact impact
may may
occur occur
1. Will the proposed action create a material conflict with an adopted land use plan or zoning
regulations? Fv-1 El
2. Will the proposed action result in a change in the use or intensity of use of land? ❑� ❑
3. Will the proposed action impair the character or quality of the existing community? ❑✓ ❑
4. Will the proposed action have an impact on the environmental characteristics that caused the
establishment of a Critical Environmental Area(CEA)?
5. Will the proposed action result in an adverse change in the existing level of traffic or
affect existing infrastructure for mass transit,biking or walkway?
6. Will the proposed action cause an increase in the use of energy and it fails to incorporate
reasonably available energy conservation or renewable energy opportunities?
7. Will the proposed action impact existing:
a.public/private water supplies?
b.public/private wastewater treatment utilities? ❑✓ ❑
8. Will the proposed action impair the character or quality of important historic,archaeological,
architectural or aesthetic resources?
9. Will the proposed action result in an adverse change to natural resources(e.g., wetlands,
waterbodies,groundwater, air quality,flora and fauna)?
10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage
problems?
11. Will the proposed action create a hazard to environmental resources or human health? ❑
PRINT FORM I Pagel of 2
Agency Use Only[If applicable]
Project: CU RT Golf Course Renovations
Date: ugust 2, 2022
Short Environmental Assessment Form
Part 3 Determination of Significance
For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a
particular element of the proposed action may or will not result in a significant adverse environmental impact,please
complete Part 3.Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that
have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency
determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,
probability of occurring,duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-
term,long-term and cumulative impacts.
The project involves making drainage improvements to an existing Cornell University golf course.The drainage system
for the course is more than 80 years old and has fallen into disrepair.The improvements are not expected to create
significant adverse environmental impacts and will serve to reduce flooding and erosion that has been occurring. There
are no proposed structures or development.
Regarding Part 1, numbers 12a&12b: According to the NYS Office of Parks, Recreation and Historic Preservation
Cultural Resources Information System program,the project is located in an area that could be archaeologically
sensitive. However,the golf course property has been previously disturbed,so it is presumed that any archaeological
resources would have been discovered with prior disturbances.The property is also located near the Forest Home
Historic District,which is on the National and State Registers of Historic Places. The proposed drainage improvements
will have no impact on the Forest Home Historic District.
Regarding Part 1, number 13a:As mentioned in the applicant's notes,the golf course is adjacent to Cascadilla Creek,
but the project is located at least 700 feet from the creek(there are homes between the project and the creek). There are
also wetlands designated by Tompkins county located along the eastern edge of the property.There will be no
alterations to the wetlands or any other waterbodies.The property contains a portion of Tompkins County Unique
Natural Areas(UNA)#130-Fall Creek Valley and#105-Bull Pasture Ponds. The UNA's will remain unaffected by the
project,as the drainage improvements will intentionally avoid impacting these areas.
Regarding Part 1, number 15:The NYS DEC EAF Mapper program identified two threatened/endangered species that
could be present on the property: Lake Sturgeon and Sedge Wren. Lake Sturgeon lives in lowland rivers and large lakes.
The stream/wetland areas located along the eastern edge of the property are not lowland rivers. Lake Sturgeon would
most likely be located in Cayuga Lake,which is 7,000+/-feet west of the project.The proposed action will have no
impact on Lake Sturgeon. Sedge wrens are migrant bird species that breed in wetlands with tall, dense sedges and
grasses. They began to decline in the 1950's due to the destruction of wetlands for agriculture and development. If the
wrens are indeed located on this property,there is no expected adverse impact,since the project involves maintaining
the wetlands.
The applicants"SEAF Additional notes"#3 lists a few other animal species of concern. However these species weren't
listed on the NYS DEC's Nature Explorer or EAF Mapper databases,so it is assumed that they are not present on the site
Check this box if you have determined,based on the information and analysis above,and any supporting documentation,
that the proposed action may result in one or more potentially large or significant adverse impacts and an
environmental impact statement is required.
❑� Check this box if you have determined,based on the information and analysis above,and any supporting documentation,
that the proposed action will not result in any significant adverse environmental impacts.
Town of Ithaca Planning Board
Name of Lead Agency Date
Liebe Meier Swain Chair
Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer
Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer)
PRINT FORM Page 2 of 2
PROPOSED RESOLUTION: Special Permit
Cornell Robert Trent Jones Golf Course Renovations
Tax Parcel No. 68.-1-9
Town of Ithaca Planning Board,August 2, 2022
WHEREAS:
1. This action is Consideration of Special Permit for the proposed renovations to the Cornell Robert
Trent Jones Golf Course, located at 213-215 Warren Road. The project involves installing new
stormwater drainage lines and sand drainage trenches,replacing selected sand bunkers with turf,
creating expanded detention areas, and other improvements to increase the overall function and
drainage capacity of the course. This is an Unlisted Action under the State Environmental
Quality Review Act and is subject to environmental review. Cornell University, Owner;
Michael Stewart, Cornell University Facilities Management, Applicant/Agent, and
2. This is an Unlisted Action for which the Town of Ithaca Planning Board, acting as lead agency
in the environmental review with respect to the project,has, on August 2, 2022, made a negative
determination of environmental significance, after having reviewed and accepted as adequate a
Short Environmental Assessment Form Part 1, submitted by the applicant, and Parts 2 and 3,
prepared by Town Planning staff, and
3. The Planning Board, at a Public Hearing held on August 2, 2022, has reviewed, and accepted as
adequate a set of drawings titled"Robert Trent Jones Golf Course Renovations, 213 Warren
Road, Ithaca, New York, 14850" dated June 15, 2022,prepared by LaBella, along with other
application materials;
NOW THEREFORE BE IT RESOLVED:
1. That the Planning Board hereby finds that the special permit standards of Article XXIV
Section 270-200, Subsections A—H, of the Town of Ithaca Code, have been met,
specifically that:
A.The project will be suitable for the property on which it is proposed, considering the
property's size, location, and physical site characteristics.
• The golf course has existed on the property for many years. The existing drainage
system that was installed on the course is 80 years old and in need or repair. The
proposed system is a replacement in kind and will work with the site's existing physical
characteristics.
B. The proposed structure design and site layout are compatible with the surrounding area.
• There are no proposed new structures and no changes to the site layout, other than
removal of sand bunkers.
C. Operations in connection with the proposed use do not create any more noise, fumes,
vibration, illumination, or other potential nuisances than the operation of any permitted
use in the particular zone.
• The golf course use will not change. The proposed drainage work will create temporary
noise impacts which will cease when the work is completed.
D.Community infrastructure and services, such as police, fire and other protective services,
roadways, schools, and water and sewer facilities are currently, or will be, of adequate
capacity to accommodate the proposed use.
• There are no changes to existing infrastructure and services. All infrastructure to
accommodate the use is in place and is of adequate capacity.
E. The proposed use, structure design, and site layout will comply with all the provisions of
the Town Code and with the Town of Ithaca Comprehensive Plan.
F. The site layout, with proposed vehicular, bicycle and pedestrian access, traffic
circulation, and parking and loading facilities, is sufficient for the proposed use and is
safely designed for emergency vehicles.
• There are no proposed changes to the existing site layout. All existing vehicular,
bicycle, and pedestrian areas will remain unchanged after completion of the project.
G. The project includes sufficient landscaping and/or other forms of buffering to protect
surrounding land uses. Existing vegetation is preserved to the extent possible.
• There are no changes to existing vegetation, other than the removal of tree stumps. The
golf course is fully landscaped and contains many trees, shrubs, and grasses that will
remain.
H. To the extent deemed relevant by the Planning Board, the proposed use or structure
complies with all the criteria applicable to site plan review set forth in Chapter 270,
Zoning.
• Site Plan approval is not required with Special Permit when associated with a fill
permit. This criterion is not applicable to the project.
2. That the Planning Board hereby grants Special Permit for the proposed drainage improvements
to the Cornell Robert Trent Jones Golf Course, with the following conditions:
a. All Town of Ithaca Engineering Department comments and concerns must be addressed
prior to earth disturbance/construction, and
b. The SWPPP must be approved by the Engineering Department and implemented prior
to construction.
OF]p
TOWN OF ITHACA
]�A
ENGINEERING DEPARTMENT
4'W 1,09- 114 SEVEN MILE DRIVE, ITHACA, N.Y. 14850
engineering@townJthaca.ny.us
PHONE(607)273-1656 Roads,Parks,Trails,Engineering,Sewer,and Water FAX(607)272-6076
ENGINEERING,WNDUM
FROM: Daniel That , PE Town Engineer
David O'Shea, Senior Civil Engineer
TO: Michael Stewart, RA, LE AP, EIT-Cornell University
CC: Susan Ritter-TOI Director of Planning
DATE: 5/10/2022
Review: 7/11/2022
RE: Robert Trent Jones Golf Course Renovations, Cornell University
We have reviewed the "Robert Trent Jones Golf Course Renovations, Cornell
University" 60% plans dated June Apf4 15, 2022, and associated Stormwater
Management Narrative (SWM) and calculations dated April 2022, last revised April
2022,
We offer the following comments:
SWPPP:
• The applicant has submitted a preliminary SWM Narrative to the Engineering
Department outlining the overall Erosion Control Stormwater Management
Concept. The applicant must meet the required Erosion Control/Stormwater
Standards as outlined within the New York State Stiormwater Design Manual
(NYSSDM) dated, January 2015. Upon acceptance by the Town, the applicant
will be required to submit a Notice of Intent (NOI) in order to obtain an approved
State Pollution Discharge Elimination System (SPDES) Permit prior to
commencement of earthwork activities.
-Applicant Acknowledged
• Please outline how this project specifically meets the requirements outlined
within APPENDIX B-Table 1 of the NYSSDM, "Construction Activities that
Require the Preparation of a SWPPP that Only Includes Erosion and Sediment
Controls."
-Comment Satisfied
• Applicant is reminded that this project shall NOT alter hydrology from pre to post
development conditions. (Meaning: the post-development peak flow rate(s) has
increased by no more than 5% of the pre-developed condition)
-Comment Satisfied
• The sub-catchment areas within each point of interest should be connected via a
"reach", as there would appear to be some distance between the outfall of a sub-
catchment area to the actual point of interest. The model appears to show the
simple addition of sub-catchment areas with no consideration of the travel time or
flow characteristics between.
-Comment Satisfied
• Please provide an executive summary outlining the pre and post development
flow rates, CN's, and time of concentrations for each sub-catchment and POI.
Please identify that you meet the 5% rule regarding altering hydrology for each
POI.
-Comment Satisfied
• It appears there are several sub-catchment areas that will be receiving a
stormwater management device. To meet the intent of APPENDIX B-Table 1 of
the NYSSDM, applicant must show that they meet the 5% rule regarding altering
hydrology without the inclusion of these devices in the model. If this cannot be
achieved, these stormwater devices must be included in the Campus-wide
Stormwater O&M Agreement with the Town of Ithaca and, all subsequent
NYSDEC rules and regulations regarding these devices must be met.
-Comment Satisfied
• The SWM Narrative outlines that this is a "Redevelopment Project." We do not
know if this is an accurate statement. Redevelopment projects are generally
exempt from stormwater quantity control, but NOT quality control. Please revise
accordingly.
-Comment Satisfied
Warren Road:
• Please provide written confirmation from the Tompkins County Highway
Department identifying they have reviewed and are in concurrence with the
work/SW M proposed within the right-of-way of Warren Road.
-Applicant indicated they are continuing to work through the County's comments.
Written approval from the Tompkins County Highway Department is required for
all work within or tributary to the Right-of-Way of Warren Road
General Comments:
• Sheet C001, Survey Notes 4&5,. please include horizontal and vertical datums
-Comment Satisfied
• Sheet C001, Site Notes 5&6: missing information
-Comment Satisfied
• Sheet C001, Utility Notes 1&2: please update to reference Town of Ithaca and/or
Bolton Point
-Comment Satisfied
• Sheet C001, E&S Notes:
Please identify that a preconstruction meeting must be held with the
Town of Ithaca prior to commencement of earthwork activities,
.-Comment Satisfied
Please revise note #10 to indicate stabilization of disturbed areas
must be accomplished after 1 week of no activity, NOT after final
work is accomplished.
-Comment Satisfied
* Note 11 identifies a staging area and construction entrance. Please
identify on the plans.
-Comment Satisfied
* Note 12, please identify which type of inlet protection should be
utilized for impervious and non-impervious surfaces.
-Comment Satisfied
• A note shall be added to the plan indicating no truck traffic shall traverse through
the Hamlet of Forest Home.
-Comment Satisfied
• Please include notes identifying winter Erosion and Sediment Control
implementation guidelines should work be performed through the winter months
(November 15 th —April 1 st).
-Comment Satisfied
• Sheet C307-Detail 3/C307, It appears the stormwater grading in this area will
conflict with the connector road between the Moakley house and driving range
parking areas. Additionally, please identify the clearance between the Moakley
house sewer lateral and proposed 24-inch storm line under the asphalt parking
area.
-Comment Satisfied
Additional C.o.mments",
• Detail 6/C501-. Please identify minimum compost filter sock diameter on the
detail A minimum 12-inch diameter is required per NYSDEC specification 5.7,
• Detail 2/C50Z Please identify location of outfall structures 'PD3A' an 'PD8" on
the plans, Inverts and information shown within details 3&4/C307 do not appear
to correspond.
3 0 2027. r-111101ffi , LaBeLLa
TOWN OF ITHACA PLANNING
June 15, 2022
Town of Ithaca
Engineering Department
114 Seven it Drive
Ithaca, NY 14850
RE: Response to Town Comments
Robert Trent Jones Golf Course Renovations
213 Warren Road
Ithaca, NY 14580
Mr.Thaete:
We are in receipt of the comment letter dated May 10, 2022 from the Town of Ithaca Engineering
Department regarding the Robert Trent Jones Golf Course Renovations at Cornell University. We
offer the following responses to these comments for your consideration at this time:
SWPPP
1. The applicant has submitted a preliminary SW`M Narrative to the Engineering Department
outlining the overall Erosion Control Stormwater Management Concept. The applicant must
meet the required Erosion Control/Stormwater Standards as outlined within the New York
State Stormwater Design Manual (NYSSDM)dated,January 2015. Upon acceptance by the
Town,the applicant will be required to submit a Notice of Intent(NOI) in order toobtain an
approved State Pollution Discharge Elimination System (SPDES) Permit prior to
commencement of earthwork activities.
The plans show the proposed Erosion Control measures to be installed.The project meets
the NYSSDM Erosion Control rs® An NOI will be submitted and SPDES Permit will be
obtained prior to commencement of earthwork activities.
2. Please outline how this project specifically meets the requirements outlined within Appendix
B - Table 1 of the NYSSDM, "Construction Activities that Require the Preparation of a SWPPP
that Only Includes Erosion and Sediment Controls."
The golf course's existing storm sewer Infrastructure, constructed decades ago, has failed.
This project proposes to replace the existing failed storm sewer mains at the golf course and
can therefore be classified as an underground linear utility project per Table 1. This project
will not alter hydrology from pre-development topost-development conditions.
3. Applicant is reminded that this project shall not alter hydrology from pre to post development
'conditions. (Meaning:the post-development peak flow rate(s) has increased by no more
than 5%of the pre-developed condition)
The project will not alter hydrology from pre-development to post-development conditions.
Please refer to the attached HydroCAD analysis which shows the post-development condition
has not increased by more than 5%of the pre-development condition.
,joo State Street Suite 201 RoChE stev NY 1,1614 P 6E35)4�A-6110 f Q)895)4134-3o66
a�
4. The sub-catchment areas within each point of interest should be connected via a "reach",as
there would appear to be some distance between the outfall of a sub-catchment area to the
actual point of interest. The model appears to show the simple addition of sub-catchment
areas with no consideration of the travel time or flow characteristics between.
The HydroCAD model has been revised to connect sub-catchment areas within each point of
interest via reach.
5. Please provide an executive summary outlining the pre and post development flow rates,
CN's,and time of concentrations for each sub-catchment and POL Please identify that you
meet the 5%rule regarding altering hydrology for each POL
Executive summary tables have been added to the SWPPP,section 2.13. The summary
tables indicate that the 5% rule will be met.
6. It appears there are several sub-catchment areas that will be receiving a stormwater
management device. To meet the intent of Appendix B -Table 1 of the NYSSDM, applicant
must show that they meet the 5%rule regarding altering hydrology without the inclusion of
these devices in the model. If this cannot be achieved,these stormwater devices must be
included in the Campus-wide Stormwater 0&M Agreement with the Town of Ithaca and,all
subsequent NYSDEC rules and regulations regarding these devices must be met.
The 5%rule regarding altering hydrology will be met without the inclusion of the stormwater
management devices. Please refer to the executive summary tables and the HydroCAD
analysis for further detail.
7. The SWM Narrative outlines that this is a "Redevelopment Project." We do not know if this is
an accurate statement. Redevelopment projects are generally exempt from stormwater
quantity control, but not quality control. Please revise accordingly.
The SWPPP has been revised to remove references to"Redevelopment". This project should
rather be considered a maintenance or rehabilitation project,as the golf course's existing
storm sewer infrastructure will be improved.
Warren Road
8. Please provide written confirmation from the Tompkins County Highway Department
identifying that they have reviewed and are in concurrence with the work/SWM proposed
within the right-of-way of Warren Road.
LaBella and Cornell have had multiple meetings(virtual and on-site)with Tompkins County
Highway Department to review the proposed design. We continue to work through the
County's comments and will provide written concurrence upon receipt.
General Comments
9. Sheet C001,Survey Notes 4&5: please include horizontal and vertical datums
.........
Note 4 has been revised to indicate contours are provided by LIDAR data, Note 5 has been
deleted.
10.Sheet C001,Site Notes 5&6: missing information.
Notes 5&6 have been updated to provide the missing information.
11.Sheet C001, Utility Notes 1&2: please update to reference Town of Ithaca and/or Bolton
Point.
Utility Notes I&2 have been revised.
12.Sheet COOL E&S Notes:
• Please identify that a preconstruction meeting must be held with the Town of Ithaca
prior to commencement of earthwork activities.
Note has been added. (Note 1)
® Please revise note#10 to indicate stabilization of disturbed areas must be
accomplished after I week of no activity, not after final work is accomplished.
to has been revised. (Revised numbering now corresponds to not 11)
• Note 11 identifies a staging area and a construction entrance. Please identify on the
plans.
The plans have been revised to indicate tentative locations of staging areas and
construction entrances. Final locations to be field determined by Cornell and
selected contractor.
• Note 12, please identify which type of inlet protection should be utilized for
impervious and non-impervious surfaces.
Note has been revised. (Revised numbering now corresponds to note 13)
13.A note shall be added to the plan indicating no truck traffic shall traverse through the Hamlet
of Forest Home.
Note has been added under General Notes. (Note 9)
14.Please include notes identifying winter Erosion and Sediment Control implementation
guidelines should work be performed through the winter months (November 15th - April 1st).
Note has been added under Erosion and Sediment Control Notes. (Note 15)
15.Sheet C307 - Detail 3/C307, It appears the stormwater grading in this area will conflict with
the connector road between the Moakley house and driving range parking areas.
Additionally, please identify the clearance between the Moakley house sewer lateral and
proposed 24-inch storm line under the asphalt parking area.
Existing utility invert information has been added to the plans. The proposed storm sewer
pipe will pass under the existing sanitary sewer pipe with approximately 6"of clearance. The
proposed storm sewer pipe will pass above the existing water service with approximately 3"
of clearance,at an assumed water service depth of 6-feet. Elevations of all utilities to be
field verified during construction.
Respectfully submitted,
LaBella Associates
Jonathan Spurr, P.E.
Civil Engineer, Project Manager
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PROJECT NO -' 2212689
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Elmira ,, N 14901
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GENERAL NOTES UTILITY NOTES LEGEND LaBeLl
1 FHE CONTRACTOR ALONE SHALL BE RESFIONSIBLE T'0 LOCATE UTILITIES OU"I'SIDETHE 1, NO WORK SHALL OCCUR ONTHE WATER MAM/WATERSERVICE WITHOUT PRIOR ljz:l Powered by partnei
FUGHT-OF-WAY INCLUDING PFUVATE ROADS, WRITTEN APPROVAL FROM THE TOWN OF ITHACA AND BOLTON POINT, EXISTING PROPOSED DESCRIPTION EXISTING PROPOSED DESCRIPTION
2 SITE DRAINAGE,INCLUDING THE PROJECTSITE AND ADJACIENT PRIVNIT AND PUBLIC 2, NO WORK SHALL OCCLJ13 CINTHE SANITARY MAIN/SANITARY SERVICE WffffoLi"r PRIOR PROJECT BENCHMARK CONTROL
ROADWAYS,DRIVES,PARKING AREAS OR PROPERTIES SHALL DE MAINTAINED WRITTEN APPROVAL FROM THE TOWN OF ITHACA SIGNATURE ON'rHE UTILITY PLAN. POINTS A END SEC"HON 100 West Water Street, Suite 1.01
THROUGHOUTTHE CONsTRUCTION PEMOD. WETLAND IED In] CATCH BASIN Elmira, NY 14901
3, THE CONTRACTOR SHAL.L.BE RESPONSIBLE FOR SUPPLY�NG ALL MATERIALS,"TOOLS AND 607-734-8492
EQUIPMENT, INCLUMNIG SPECIAL,GLITTING DEVICES,NECESSARY'TO PERFORM THE WETLAND BUFFER G DRAIN BASIN
WORK CONTALNED IN rMS,CONTRAur. BORING LOCATIONS @ INLET MANHOLE labeHapcxom
4 THE SLZES AND MATERIAL OF CONSTRUCTION OF WATER MAINS,SANITARY SEWERS AND
STORM SEWERS TO REMA�N ARE REPUTED. THE CONTRACTOR SHALL VERIFY SIZES OF OBJECT REMOVAL MANHOLE (SO1.0 COVER)
ALL UTILPFIES WHERE CONNECTIONS TO SAID EXISTING UTILITIES ARE REQUIRED.
GRADING NOTES T
EXCAVATION TO VERIFY THESE UTILITIES SHALL,BE MADE AT NO ADDITIONAL cos'r To 0 OBJECT REMOVAL 2 INLETDRYWELL,
THE OWNER. 1 THE CONIRACIOR SHALL CONFORM TO THE REQWREMENTS OF OSHA,AND ANY OTHER x OBJECTREMOVAL.....3 co"�- cc� CLEAN OUT :0
5 THE CONTRACTOR SHALL PROTECTALL EXISTING SI111 AMENITIES NOT'DESIGNATED FOR AGENCY HAVINGJURISDICTION WITH REGARDTO SAFETY PRECAUTIONS WITH N\
REMOVAL, TRENCHING OPERA,rIONS. THE REQUIREMENTS SET FORTH HEREIN ARE INTENDED TO X X X X REMOVAL LITILITY IDS,, DSO DOWN SPOUT Ili
SUPPLEMENTREQU[REM ENTS ESTABLISHED BY THESE AGENCIES,IN THE CASE OF A No
6� UNLESS OTHERWISE INMCATED ONTFIE PLANS OR DIRECTED BY THE CONFLICT BETWEEN REWAREMENFs OF(YFFIER JURISDICTIONAL AGENCIES AND THESE REMOVAL FENCE /Ix HYDRAN'r
ARC1,flTECT/ENGINEER, [HE CONTRACTOR IS RESPONSIBLE FOR PRESERVING AND DOCUMENTS,I HE MORE STRINGENTREQUIREMENT ON THE CONTRACTOR SHALL APPLY. / / / / 10
PROTECTLIqG FROM DAMAG[�.�ALL I REES,SHRUBS AND PLANTS IN THE VICINITY OFTHE SAWCUT VALVE
PROPOSED WORK. 2. SHEETING,IF RI"OUIRED D URING CONSTRUCTION,IS CONSIDERED 10 BE PAR r OF THIS PR01 ECTION(OBJEc r)
7, THE CONTRACTOR SHALL, PROTEcT AND SUPPORT ALL,FXISTING UTILITIES DESIGNATED CONTRACTAND SHALL.BE PROVIDED AT NO ADDITIONAL COSTTO THE OWNER. SAMPLING TAP
TO REMAIN FOF4 THE DURATION OFTHE CONTRACT, 3, ALLTRENCHES THROLIGH PAVEMENT SHALL BE SAW CUT PRIORTO EXCAVATION AND
8, ANY SITE AMENITY,U11LITY,STREET APPURTENANCE,OR OTHER ITEM WH01 BECOMES AGAIN PRIOR TO PAVEMENT RESTORATION, 0 TREE PROTECTION (OTHER)FLOW ARROW
DAMAGED AS A RESULT OF THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR 4, CONTRACTOR SHALL ADJUST"THE RIMS OF AL.L.MANHOLES,CATCH BASINS,VALVE --- FENCE,CHAIN LINK -cTv- CATV
REFILACEDIN-KINDBY �HE CONTRACTOR AS GET ERMINED BY"I HE PRO,LECI MANAGER BOXES AND OTHER UTII PY SITE STRUCTURESTO MEET FLNISHED GRADE IN AREAS
OR ARCHI TEC"KNIGINEER AND AT NO ADDITIONAL COST'10 TIHE OWNER. REQUIRING REPAVING OR REGRADING AS PART OFTHE WORK,INCLUDING"IHOSE THAT FENCE,TYPE1 COMM- —CDM*—OOMM— COMMUNICATIONS
9 NO TRUCK TRAFFIC S�dA�,,L."FRAVERSE'ffiROUGI-I'T[,,fE HAMLET OF FORES"T HOME, MAY NOT BE SHOWN ON-rFiE PLANS. FENCE,TYPE 2 f 01 FIBER OPlICS It �s a vIolafion of New York Education Law Articl
5, VOIDS LEFT BY UTILITY OR STRUCTURE REMOVAL OR GRUBBING OPERATIONS SHALL.BE Sec,7209, for,any person, unless acting Linder the
BACKFILLED AND PROPERLY COMPACTED wrrl-i STRUCTURAL FILL.(NYSD01-ITEM 304 12) FENCE,GI.ADE RAIL sc SIGNAL,LINE of a licensed architect, professiorm� engineer, ci�
fN AREAS UNDE'R AND WITHIN 5 FEETHORIZONTALLY OF ALL STRUCTURES, BUILDINGS surveyor, to alter an item in any way. If an item be�
AND PAVEMENTS,IN GRASSED AREAS,,VOIDS LEFT SHALL BE FILLED AND PROPERLY TREF/VEGETATION LIMIT 7-------T TELEPHONE LINE seal of an architect, engineer, or land surveyor ls
SURVEY NOTES COMPACTED WITH SUITABLE ON-SITE OR IMPORTED EARTHEN BACKFILL, ALL the aftering architect, engineer', or land stuveyor st
wsrURBED AREAS SHALL,BE RESTORED, BUILDIWSTRUCTURE OVERHEAD ELECTRIIC to the itern ftir seal and notation "'altered by"'follc
1 CONTRACTOR SHALL FIELD VERIFY ALL EXIsTING CONDITIONS PRIOR TO BID.NO their,signature and date of such afterabon, and a
ALLOWANCE WILL BE MADE FOR ADDITIONAL COSTS DUE TO CONTRACTOR'S FAILURE TO 6. THE CONTRACTOR SHALL DEWATER ALL EXCAVATIONS TO F113EVENT THE iNTRODUCTION PROPERTY LINE POWER LINE description of the alteration.
VERIFY EXISTING CONDITIONS. OF GROUNDWATER INTO THE"TRENCHIES/EXCAVATIONS, PROVIDE ALL EQUWMENT
2� THE CONTRACT01 SHALL I LICATE,MARK,SAFEGUARD AND PRESERVE ALL SURVEY NEGESSARYTO MAL10"AIN THE GROUNDWATER LIVEL,AS NECESSARY. SETBACK LINE UIE UE. UNDERGROUND ELECTRIC
MA13KERS AND RIIGHT-OF-WAY�MARKERS IN THE AREA OF CONSTRUCTION, 7. THE CONTRACTOR 1113HALL PLACE ATMINIMUM 6 INCHES OF CLEANED SCREENED PIC EASEMENTS . ..............— C" GAS LINE
3, ANY IRON FINS, MONUMENTS OR OTHER ITEMS DEFINING PROPERTY I-INES WHICH ARE "TOPSOIL IN ALI.,DISTURBED AREAS PRIOR TO SEEDING,
DISTURBED BY CONSTRUCTION OPERATIONS SHALL BE PROPERLY TIED AND RIGHT-OF-WAY $A- �Sk- SANITARY IJNE 0 2020 LaBella Associates
ACCURATELY RESET BY A,NYS LICENSED SURVEYOR UPON COMPLETION OFTHE WORK. RETAINING WALL ...... SANITARY FORCEMAIN
4� CONTOURS PROVIDED BY LIDAR DATA,
EROSION AND SEDIMENT CONTROL NOTES 0 0 BOLLARD STORM LINE
1 A PRE-CONSTRUCTION MEETING MUST BE HELD WITH THETOWN OF ITHACA PRIOR TO 0 FLAG POLE STORM UNDERDRAIN PIPE
COMMENCEMENT OF ANY SOIL.Dls,rURBANCES,, 4 "AGN WATER PRE SE RVICE LINE CORNELL UNIVERS11
DEMOLITION No'rES 2, ALL EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH NEWYORK 121 HUMPHREYS SERVICE BUILDING
STANDARDS AND SPECIFICATIONS FOR EROSION AND SEMMENTCONTROL.,AND LOCAL 0 0 DECIDUOUS TREE ------------ —.W.........W WATER LlNE ffHACA, NY 14853
1 CONTRACTOR SHALL FLELD VERIFY ALL E)OSTING CONOITIONS PRIOR TO BID� NO GOVERNING SOIL AND WATER CONSERVATION AGENCY RECOMMENDATIONS AND
ALLOWANCE WILL BE MADE FOR ADDITIONAL COSTS DUE TO CONTRACTOR'S FALLURE"To STANDARDS,CONTRACTOR SHALL SUBMIT PROPOSED EROSION CONTROL PLAN 0 CONIFEROUSTREE --------ST-SA------------- COMBINED SANITARY AND STORM
VERWY EXISTING CONDITLONS AND DIMENSIONS. INCLUDING SEQUENCING OF WORK TO THE ENGINEER FOR REVIEW PWORTO STARTOF --FUEL----FUEL-— --Wn —Wtl -- FUEL LINES(MESEL/UNLEADED)
WORK� @ TREE s'rump ...........
2, PRIOR TO THE START OF CONSTRUCTION,THE CONTRAC[OR SHALL N011FY DIG SAFE
NEW YORK AT 811 TO REQUESTUTILITY STAKEOUT OF ALL PUBLIC U'r�LITIES. 3. UTILIZE CONSTRUCTION METHOWTECHNIQUES,WHICH WILL,LIWTTHE EXPOSED OUTLET PROTECTION 510, —510— MAJOR CONTOUR
EARTHEN AREAS AND MINIMIZE THE EFFECT OF EARTH DISTURBANCE ACTIVrTIES ON SOIL.
3. WORK ASSOCIATED WITH"n-ns CONIRACT WL-L OCCUR AT AN ACTIVE AND FUNCTIONAL t
EROSION,"T11E AREA OF DISIURBANCE SHALL BE LIMITED 0 A MAXIMUM OF 5 ACRES BIORETENTION 509- ---509— MINOR CONTOUR
FACILITY,CONTRACTOR SHALL COORDINATE WITH THE OWNER TO MINIMIZE DISRUPTION
UNLESS OTHER0SE APPROVED BY TIRE ENGINEER.
TO THE OPERATIONS OFTHE FACILITY, CONTRACTOR SHALL BE SOLELY RESPONSIBLE TO BOLLARD LIGHTPOLE OF DRAMAGE SWALE
PROVlDE A SAFE WORK SITE AND TO PROTECTTHE PUBLC,VISITORS AND EMPLOYEES 4� ALL SEDIMENTA110N BARRIERS AND OTHER TEMPORARY OR PERMANIENTMEASURES
FROM HARM AS A RESULTOF HIS CONSTRUCTION AC11VITIE& SHALL BE IN PLACE PRIORTOTHE START OF CONSTRUCTION,PLANS SHOW THE LIGHT POLE EROSION FE,NCE
SUGGESTED MINIMUM MEASURES REQUIRED, SINGLE
4 THE HORVON FAL AND VERTICAL LOCATION OF ALL EXISTING ABOVE GROUND AND
I'11-c)f J **a LIGHT POLE DOUBLE FLOW/SLOPE DIRECTION
BELOW GROUND UTILITLES,STRUCTURES,AND APPLIRTE NANCE$SHOWN ON THE PLANS 5. REMOVAL OF ALLTEW"ORARY EROSION AND SEDIMENTATION CONTROL MEASURES
13
ARE APPROXIMATE AND ARE NOT GUARANTEED. THE CONTRACTOR SHALL BE SHALL,BE COMPLETED ATTHE APPROVAL OFTHE OWNER AND ENGINEER.THE COST OF LIGHT POLE
SILT SOCK INLET PROTECTION
RESPONSlBLE FOR DETER MINING T HE EXACT HORIZONTAL AND VERTICAL LOCATiON OF REMOVING THESE MEASURES SHALL ALSO BE INCLUDED IN THE BID PRICE. TRIPLE
0
ALL UTILITIES,STRUCTURES,AND APPURTENANCES INTHE PATH OF AND ADJACENT"TO LIGHTPOLE SILTIFENCE INLET PROTECTION 0"�
THE PROPOSED WORK.
6. FORTHE DURATION OF THE PROJECT,THE CONTRACTOR SHALL PROTECT ALL ON-SITE, OIJAD 41
+
ADJACENTAND/011 DOWNSTREAM STORWSANI"IARY SEWERS,ANDIOR OTHER WATER UTlLITY POLE CHECK DAM
5. SITE DRA�NAGE,INCLUDING THE PROJEC"I SITE AND ADJACENT PRIVATE AND PUBLIC COURSES FROM CONTAMINATION BY WATER BORNE SILTS,SEDIMENTS,FUELS,
ROADWAYS,DRIVES, PARKING AREAS OR PROPERTIES SHALL BE MAINTAINED SOLVENTS,LUBRICANTS OR OTHER POLLUTANTS ORIGINA UNG FROM ANY WORK DONE LITILITY POLE wiTH LIGHT
THROUGHOUTTHE CONSTRUCTION PERIOD, ON,OR IN SUPPORT OF THIS PROJECT. At-
6, CONTRACTOR SHALL PROTECTAND SUPPORTALL.EMSTIING UTILITIES DESIGNATED TO 7� DUMNG CONSTRUCTION NO WET OR FRESH CONCRETE OR LEACHATE SHALL,BE FIANDHOLE
H [ED
REMALN FOR THE DURATION OF TFIE CONTRACT. ALLOWEDTO ESCAPE INTO STORWSAMTARY SEWERS,DITCHES OR OTHER WNTERS OF
7� THE COWRAG rOR SFiALL NOTIFY TFIE LOCAL GOVERNMENI,LOCAL FIRE DEPARTMENI NEWYORK STATE, NOR SHALL WASHINGS FROM CONGRETETRUCKS,MIXERS OR OTI IER CE",) OE MANHOLE ROBERT TRENT JONES G01
AND THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION(NYSDEC) DEVLCES BE ALLOWED TO ENTER ANY STORM/SANITARY SEWERS�, DITCHES,RIVERS, OR COURSE RENOVATION
AS NECESSARY AND SHALL OBTAIN ANY REQ1,ARED PERMITS PRIOR TO BEGINNING WATER COURSE& 213 WARREN ROAD
WORK. COPIES OF ANY REQUIRED PERMITS SHALL DE PROVIDEDTO THE OWNER PRIOR & ALL EXCAVATED OR IMPORTED EARTHEN STOCKPILES SHALL BE SUITABLY STABILIZE[)
TO BEGINNING THE WORK, AND PROTECTED BY'SILT FENCE SOTHAT fT CANNOT REASONABLY ENTEI-1 ANY WATER ITHACA, NY 14850
& CONTRACTOR SHALL REMOVE FROM SITE, MATEMALS NOT INDICATED TO BE SALVAGED BODY,OR STORM OR SANITARY SEWER.
INCLUDING ALL DEBRIS. ALL REMOVED MXTERIALS SHALL BECOMETHE PROPERTY OF 9, ALL METHODS AND EQUIPMENT PROPOSED BY THE CONTRACTOR TO ACCOMPLISH THE
CON rRACTOR WHO SHALL LEGALLYDISPOSE OF SAME, WORK FOR EROSLON AND POLLUTION CONTROL.,SHALL.BE SUBJECT TO APPROVAL OF
9� ALL TREES,Sl-iRUBS AND PLANTS DESIGNATED TO REMAIN AND DISTURBED BY THE ENGINEER. —
CONSTRUCTION OPERATIONS,SHALL.BE REPLACED IN-,KIND AS DIRECTED BY THE 10� THE CONTRACTOR SHALL BE REQUIRE[)TOTREATTRAVELED AREAS TO CONTROL DUST. 6 77#/ Convrivit
ARCHITECT/ENGLNEER AND/OR OWNER'S DESIGNATED REPRESENTATIVE AT NO WXrER SHALL BE APPLIED TO SUCH TRAVELED AR�EAS AS THE ARCH ITECT/ENGINEER OR f) 7W/-#li—/// —D—,)Lmnent----'
ADDI"HONAL COST TOTHE OWNER, OWNERIS DESIGNATED REPRESENTATIVE MAY DESIGNATE.THE NUMBER OF 4 —Comrm-7--
10, f�,iE CONT RACTOR SHALL MAIN TAIN SAFE VO LICULAR AND PEDES TMAN ACC E SS 11'0 FHE APPLICATIONS AND THE AMOUNT OF WATER SHALL BE BASED UPON FIELD AND 3 7/j-�—///-T/—//// corvn("mt
WEATHER CONDITLONS. DRAWING INDEX 2 Tt#/I/—///0-# Cornrment
EX6TING BUILMNGS FORTHE DURATION OF THE CONTRACT. ..........
11� ALL AREAS OF SOIL DISTURBANCE ACTIVITIES SHALL BE PERMANENTLY SEEDED TO I ##/##/## C�)rnrrieM
11� WHEN EXISTING CONSTRUCTION WH�CH 6 TO REMAIN IS DAMAGED DURING THE -
ESTABLISH GRASS,AND MULCHED WITH HAY OR STRAW WITHIN ONE WEEK OF NO i DATE: DESGRIPTIOk
COURSE OF CONSTRUCTION AS A RESULT OF CONTRACTORS WORK, IT,113HALL BE ACTIVITY MULCH SHALL BE MAINTAINED UNTIL A SUITABLE VEGETATIVE COVER IS COOO COVER SHEET 5E±
REPAILIED AND/04 REPLAC ED WITH SIMILAR OR LIKE', MATERIALS AS MUCH AS POSSIBLE, ReOsioiis
ATNO COST TOTHE OWNER.ALL REPAIRS AND/OR REPLACEMENTS WILL BE SUBJECT TO ESTABLISHED,
OWNERS APPROVAL, 12, CONTRACTOR STAGING AREAS AND CONSTRUCTION ENTRANCE LOCATIONS SI-LALL BE C001 GENERAL NOTES, LEGEND, AND DRAWING INDEX
12, COORDINAIE LOCATION OF TEMPORARY CONSTRUC110N FENCE ANEITEMPORARY STONE COORDINATED wrrH THE OWNER PRIOR TO START OF CONSTRUCTION.STABILIZED PROJECT NUMBER:
STAGING AREA W11 H OWNER CONSTRUCTION ENTRANCE(S),AS SHOWN ON THE PLANS SHALL BE PROVIDED.ALL 2212689
DISILIRBED AREAS SHALL BE RESVORED. C002 OVERALL WE P�LAN
'13. ALL CATCH BASINSA)RAINAGE INLETS SURROUNDED BY PERVIOUS SLIRFACES SHALL DRAWN BY:
SITE NOTES HAVE FILTER FABRIC DROP INLET PROTECTION AROUND THEMTO PREVENT C003 OVERALL WE PLAN WITH AERIAL REVIEWED BY:
SEDIMENTATION FROM ENTERING THE STORM SYSTEM,FOR THIES PROJECT NO CATCH
I, WELL.COMPACTED SUBGRADE SHALL BE UTiLIZED UNDERNEATH CONSTRUCTION OF BA,SINS/DRAINAGE INLETS M lIVIPERVIOUS AREAS ARE ANTIC'[PATED TO BE WITHIN
PAVEMENT AND CONCRETE BASES, DISTURBED AREA, C3,01 UTILITY, GRADING, AND EROSION CONTROL PLAN ISSUED FOR: SWPPP
2, AL1 STAKEOUT FOR THE PROPOSED srrE IMPROVEMENTS SHALL,BE COMPLETED BY A, 14� TILL ALL COMPACTED SOILS LOCATEO IN LAWN AREAS TO RESTORE THE ORIGINAL
NEW YORK STATE LLCENSED LAND SURVE."YOR, PROPERTIES OFTHE S011 PRIOR ro SEEDING. C302 UTILITY, GRADING, AND EROSION CONTROL PLAN DATE:
3 IF ANY DISCREPANCIES ARE NOTED BEIWEENTHESF CONSTRUCTION DOCUMENTS AND 15. THE STANDARD AND SPECIFICAT IONS FOR WINTIR STABILIZATION AS OUTLINED INT HE JUNE 15, 2022
INFORMATION PROV01ED OR AN ERROR IS SUSPECT, P SHALL�BE IMMEDIATELY NEW YORK STATE STANDARDS ANO SPECIF�CAI LONE)FOR EROSION AND SEDIMENT
F1EPOFITED f OTHE CONSTRUCTION MANAGER AND LABELLA ASSOCIIATES PROJECT CONTROL SHALL BE IMPLEMENT ED IFTHERE ARE ANY CONSTRUCTION ACTIVITIES C303 UTILITY, GRADING, AND EROSION CONTROL PLAN DRAWING NAME:
MANAGER IN WRITING, INVOLVED W�I'Li ONGOING LAND D[STURBANCE AND EXPOSURE BETWEEN NOVEMBER
4, ANY PROOF�ROLLING OF EXPOSED SUBBASE BY A IVIIINIMUM 10TON SMOOTH DRUM "15TH TO THE FOLLOWING APRIL, I ST, C304 UTILITY, GRADING, AND EROSION CONTROL PLAN
ROLLER SHALL BE DONE UNDER THE GUIDANCE OF,AND OBSERVED BY,GUALIFIED
ENGINEERING PERSONNEL PRIOR TO PLACEMENT OF SUBBASE MATERIAL.THE ROLLER
SFIOULD BE OPERATED IN THE S]A�IG MODE AND COMPLE HE Al LEASTILWO(2)PASS[��S
OVERTHE EXPOSED SUBGRADES, C305 UTILITY, GRADING, AND EROSION CONTROL PLAN GENERAL NOTES, LEGE1
,5. EXISTING WETLANDS DELINEATED BY TOMPKNS COUNTY IN 2012� C306 UTILITY, GRADING, AND EROSION CONTROL PLAN AND DRAWING INDE)
6� PARCEL LiNES AS SHOWN BYTOMPKINS COUNTY GIS DATABASE, FOR THETOWN OF
ITHACA,
C307 UTILITY, GRADING, AND EROSION CONTROL PLAN
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REIICOLMNC REPLACEMENT I.RASTIERIi°'CMS 54161(C)T1 APPROVED C:I"DLDAL) �:�. es Water Street, Suite 101
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PRECAST SECTION A5116 C-GTS
PLCREFERTO ADDITIONAL DETAILS
A¢Law
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It is vNcal�atNcaa�n cal New York
_. �.__._... TRENCH ETAC'KIwIL,L GMA'"I'ERIAL S c;.T O9, for any person, unless c,tlrIg Under the
"�w,T,O!",. � architect,o licensed rarc hitec�t, ear in r, rai
SAFE OPERATION -ROADWAY SIDEWALK UAI. AND ALL LTET@ I,n A surveyor, 'to alter ra item in n way, IT k'�G Rem bee
SHEET T s I of ra architect, engineer, car,land surveyor as
,., x . , , i, r ry
AREAS.SELECT GRANULAR FILL" _,...__ �.,.
Iw " I (AS
E�GI_INC FININLI th It rarr architect,t era inn r car I ra a�a�r� aar I
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Mw I„w J F 7.,..,r,c ., ,: NCDN PAVED AREAS: STORK - t;ca the atrar ¢.tasar seal rarattataaa taY Trallc
,w :': w SECTION DETAIL
. ... .......} „ ..,..... .. __...w.. __ x l..W ._...r 1.. .. ... .... _ _."._....._,._ their signaturend date cat such alteration, Bract ;
_._. . .... .m SRAL.L BE COMMON EARTH BACKALL
6°"MIN. STONF BEDDING /-L ND CnAPE description caE the Alt rraticarr.
ro� �....' _"_��_� tl rh TTIMITER
TO LIMITS OF EXCAVATON" ^ � � � �'
SAME MATERIAL USED r� LO 61"ACDOCk I�wxl
ALL CtlONCRNCTE
M PlPE�BEDDING MATERIAL,: _...__.� .. _� ..... ....:._ NOTE"
FOR FTEFVE?Rw — ° CLEAN WASHED
NYSE'DOT T O D..CIa CDt SC-Sal..... .ry ,,, ETFD[DINCT AND BACK FILL MATERIAL.
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WNOTES' E VT I'LIETP CDE RB AITY' ea a INSTALLED COMPACTED IN 1 / r Tr OPO L. ET Ifs Associates
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SIZE"1 P MAXIMUM 6a LIFTS.
T, THE ENTIRE EXTERVC7ET&1NTLRRCDR SURFACES OF THE CATCH BASIN SHALL 6C PAINTED WITH TWO COATS OF M __..... ..... .. ... ....... . ..... .... .. ........ .. . �� ",., ;, � ,," ,",
SIT'VE A TIr COATING. 99T EIDCIT BACK FILL PIPE PIPE: DI A. DIEM.A DBN4�.E r {,
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Px CA"E`ClE ETA' _ ETYEVVFIT. WGTNE'WN1T'I°I SAND A AT
�,IN SHALL NOT 1TE•CONNCf�TEI.'D'T'O ANY SANITARY 6° MIN. PIPE GT MIN, OE TO I6 1 O �MIN.� 6
S. PROVIDE FRAMES AND GRATES CONFORMING TO NY`TDG"T1` STANDARD SHBE1"S M66CT-101'TCI,EM655.6 « 1, _.._._. _......... ......__ ........... � ::.
_ FABRIC'
. 19 TO Sh Ttl..6AM(MIN.) SM° "..__._ . ._.... ,,,, ..... It.T:' E:R� C'
I �. FRAMES TO HAVE AI-"I`�ITETI"�ETEA'TE.STRAP ANCHORS. 1N ROCK CD. IN ROCK "" p.._....... .~, . ......,� . ....... .. .«� ,,.,.. F
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OVER 6"« ° Dti"(MIN) . 12f, 121 HUMPHREYS SERVICE BUlLDING
_..._ _. __._ _w. ___...__.__ _.v _._
1 CATCH BASIN
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C-Ot N.T.S,
2 STORM/SANITARYSEWER TRENCH AND PIPE BEDDING
121,
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BLACK SQUARE C OLYOL.EFtlN CDt °
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FINISHED GRADE
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"T O NDRILL '1/S°°WEEP HOLE �'—S 9 ANDARD C I MANHOLE FRAME&COVER,
T/A GRAVEL BASE:4 TO 6 , �
.. SEC SPECIFICATIONS FOR COVER TYPE �
c OPENING SETAEV,EII,".CORED A FILLED VNITEG EPDXY
DEEP BELOW BASIN TO TYPIC _ _ _...,,.. IMORTC T SIITAITUR CTS BY SIKE OR FI_EwXOL"ITT GEI,. C :...
AL.1ll 4 PLACES
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PREVENT'STANMNG VWNTER - a,. r GRALDE RINGS AS NECESSARY BY DURAL TO,MAKE WA EER TIORT CONNEC LION,
AT BOTTOM CORNERS 16"MAX. , .w..
_.. ....,. ,". ...._ PRECAST OPENINGS ARE ALSO ALLOWED,
SQUARE TAPERED POLYPROPYLENE ,� P.dM4 I.D. _.PRECAST REINFORCED CONCRETE PROVIDE FLEXIBLE WATERTIGHT CONNECTION. 6 / ' / ' C'urrin'l M
c" IT''R°" .�°'...�,�"� "",r � SKI-T'�°TRAI_L EAf'CT AdTz"T"TU1 D-ENDS E,1N1.D15TLIRETCD EARTH�.. _._" .._.,,........
CATCH BASIN V /LIN lNRIB C4 S WITH ECCENTRIC OPENING WILL.BE GA. C , 6 TDIFF /"## C,sarr`iryvit
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,.. .."..... FOR MANHOLE WITH A _
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1, S 1RLICT'.DETE: TO BE MODEL" 1"F.00BLKIT AS MANLDI AC T URE.l.D ETV NDS OR APPROVED EQUAL �,� �."" w� %' E 3 #D�`/ ,r:DD'�A C;Irsa�r�rr ent
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NO: E1AE'" pTC"SOE'GNPA°IOIT:
L.
. ..m� ........ EaCE NCDTE � ..PRECAST REINFORCED CONG, �� ���... � .. � Revw sardr
SPIKES � . � MANHOLE SECTION ION P°
"« rv, THROUGH 6°LENGTHS AS F'E' w
2 WOODEN PIKL.a .. �..w .W......
C � haTE.P�1P C,D C ,, ." "`" TOIL=C`"T NUMBER:
PLACEr.
MPO 16.0 I.1 MAX. /" '; I TR AT C�I�LVERT END �= 6 MIN: � � 2 2C
BI..CN PLA�''LLD S"�ICwTCR GC'DPA�_. rv.- COME�Ow�1 FIL.TCR SOCK CAST 1N PLACE ETLOk1IRED WITH A T EIIO� _._.._.., _ .
! / C 89
TOP SECTION (A ST M C-ATID ��"r' .._ ........__... ........ .... ........ . ............ .... .......... ... . ...... . .... . ._......_ .._. 1 OG M6N.. GALVANIZED STEEL,
STORM SEWER LIG11T �'
COA'T"INTERIOR AND E:X°ICI~GNQ�DIT / .,.,..,. .,,,.. ...._._. .......,__..,... r' `"" M`r` ��TCIN�C�FILLING END SEC'q`9ONTOETM ' DRAWN BY:
r ..-.__.1__..._..__ ... .. .. ......." y ., �, _...,. ;.._ ITEM 6�,C1.C5_. VWITEI 2 COATS SIKAGARD 6P« ;�°` i NAXSLT
ITISTLDITBE'.D AREA "� �x�,t"I'�:��,\�/,�"",rRG/r' UNDISTURBED AREA � ° '
...."__._...... ............... ...."...._.. �....._ ...,. " :::.mm.. .., � 1:,T MAX SL..OI��'E. SI,VDtE.ER
..... . ..__..._ ._.. .... . ... r
. a.. .... .. ...�.... __._ ..,._.. ._ _ " �, _..._.._ DIJRAI_K' " , ,,° � �� GALVANIZED S"1'ECL. ,,� ,.»A.. � I'"GCVIEEI:D E'T :
AE°I ROVED EOLNIVAL.CNT. OALVA
.w O"EE OR _. w
S � °` ,�°�;' "END,SEC"I'4CDN
RUBBER GASKETS
T r ,, N FOR.
1 °°MIN. �' >�'"
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„ EXTIE.L:` DATE.
c •w SEPARATION '"
��� MAX ..__.m�.._
EXI TING,CONTOURS "I. _µ .x _.n r ? G" THICKNESS:
S'" m
EABRIIC
L.IGEtT..16" INLET
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� DRAWING NAME:
Ile
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p E lE'E:EDEIDEb1NCD PLAN ` .,,.,, , r,._, ... STORM
3 MINW. .. . ....w / _ LIGHTSTC
"". SEWER
.,... .... .. ..w,..rv...... } , T .' t�NY'aLDOT NTE,M 620,03
ID151 CVREIELD AREA "" , , ."
T , , N.,NCETT ST ONE E Rl I IINCa
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r EILL,IING
COMPACTED"�FLE1�T
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GRANULAR FELL PIPE,EDEAN;.TEIT„� " ,r x ,, ..._.,,,;,,."-'••n' "w,yw...�";'�'.,w � r�
M t D MAXSLOPE
,w „r' o� ;... .. .......,..._-, �..�, � ✓" GJf _._....... ...... .................. . _,_.,..........,._.,,___ _.._,_,.,,_......, ... .._._.......... .. ...,........ ! ..,..�.., ...�.,._....._.%"�(..., .�!..__...,.&..C.... _ �,...mm ITS.,"....~ .a w� :_�
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CONNECTIONS 15, L " `. G" w P �
CONSTRUCTION DETAR
S 000 PSI CONCRETE I ......
I D A. I,. VRG"bE.hr Cp1TLIE�IEETLtL1NEm».IEB � COL " ......, .:" .._....._. .._.._a--- ___v....... .. . ............ .._ .._..'___. .,,__. ._._.._w__ _. .�.._ .... _.._......... - w,.m.�" ;', ...a w, ,. ..
f_] w,ry ... . . ...... LINEDISTt11FWE.l.D tl GT°IVIINlEMI,I A W,m "" GE":O1EX'TILE..
....,..ry... C...1 _...1 _... ,' f P
. . __. ...... �-„ NYSDOT ITEM TOT TYPE _ SOIL OE�I ETdJtaK ONE A A A A 4 4 A 4 ,� "r SEPARATION FAE:T'RNCT
Po'X 211, WOOI.DE N EalAKES �.�.w... E' _, iON _..__..... ..... ..... .........._. ..Y
PLAC�EED1TD°CD.G ._.. "„ ', _ .....__.. ..". ... TWO � Ew REQWREw I�I� I 1 . _PL.ACE ENGTHICKNE.S&
w, _ ..... f y ._..,__ . ._ A..._ pa ".
CDNDIS'TIIRBED AREA ;� -, SPECIAL
l
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IvpG l IT- 1ET
(<(}IMFC,:D,a'T ITLwTE.NP wf7Cl�. 6°""O,, __.._,.,_....._ ........�,,,... .x � ..._.._.....,., ...".... _ ....... ...
2, REEFER TC AM A ^I S" S" �a° 61 61 6" S.w
PLAN VIE EOIEET D TA R E'J ,� ND WATER TIGHT IN IGH WATER TABLE AREAS
_.��____ ....".... S. MANHOLES ARE. 1O BE I E.ANGE.D A � .......� _ __.....__..._-_ __...... .. .. ......... .. _.._. . ..._... ...__ CTION . ,._,
DRAWING NUMBER:
6 COMPOST FILTER SOCK 7 CONCENTRIC STORM MANHOLE END SECTION
.-.._ GtaCDt N,T.S. �__.. .., ." �,.....
CIrvD 1 "
'rM C6(D1 NYS DEC tT(=T"AILo C¢.�WMF OST�FIN"."I ER SOCK �,".."._.... " N E S `wx...."."
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MEETINGh1S-T'D LOADING ;Z,
It is violation of New York Educabon Law Arfic
S .7 0 , for any Berson„ un�I m s acting under the
UNDUTTURBED�
FLOW .:: of Ikon ed architect, professional engineer, o
GROUND �.. .... . _. �.. �...... .. ...�.... " surveyor, to alter a: item e
_.._., ` seal of narchitect,iten't in any way.
engineer, or land f aLINeYOr o
SB"SQUARE
GATHER EXCESS It lr n C arch
itect, engineer, or I nd U yor
EMBED FILTER CLOTH A N, OF IN GROUND
AT COHNFI35 _. .._....._ to the ntnrn flnr.r:r seal and notation °°aIt.ncnrf by"folk
4th0'' E n tUre and daub of such: alteration, and SIN
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SYMBOL
.. GI"MIN. STONE COMPACTED SOIL
/� T'TERM APPLICATIONS,
„ �, BEDDING .ALL CONCRETE 1. FABRIC SHALL HAVE AN EOS OF 4C•�85.BURLAP A`�"BE USED FOR SHORT ,. ..
TO IL I S OF EXCAVAT 1OIN. / P. CUT FABRIC FROM A CONTINUOUS 1301170 ELIMINATE JOINTS, IF JOINTS ARE.NEEDIED THEY WII.:I_.BE OVERLAPPED
SAME MATERIAL USED ,// TO BE 4000 PSI TO TIME INERT STAKE,
SE TiON VIE FOR SEWERS. B, STAKE MATERIALS WILL BE STANDARD 211 x 41
"WOOD OR E U9VlALENT.METAL,WITH f ININII.INN OF LENGTH OF 3 (,r 20'20 La13 II Associates
': ES: FEET.
F' ' 4:: FART AND DRIVE A INIINIINU 1 B INCHES DEEP,SPANS GREATER
... SECURELY ,. µ . , . w .,. � SPACE STAKES EVENLY AROUND INLET FEET A_ ..,� . . � . ,
1 WOVEN WIRE FENCE TO BE FASTENED SECUREL.YTO FENCE:POSTS WITH WME TIES OR STAPLES. FASTS SHALL BE STEEE. THAN 43 FEET ' :W BE BRIDGED WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT.
EITHER "-F,"OR""L)"TYPE OR HARDWOOD. ':, FABRIC SHALL BE EMBEDDED 1 FOOT MINIMUM BELOW GROUND AND BACICFILLED.UT SHALL.BE SECURELY
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PAINTED
_ ,. .. ,. ,,:.. _ . . FENCE ,, a'SPACED 1: THE ENTUHI- °� T.RI R 1NTF:RL R SURFACES OI- TItT:CATCH BA�aIN SHALL BE WITH TWO COATS F BITI 6ASTIC COATING. .,
�. FILTER(��LO11H TO BE FASTENED SECURELY TO WOVEN WIRE.I•EINL..E WITH H TIES SPAG.,C:D EVERY�t4 AT TOP AND MID SECTION, E O dN O G C, . . O C S O J � �U FASTENED TO T'I"tE STABLES AND FRAME,
FENCE SHALL BE WOVEN WIRE:Fr""MAXIMUM IIVUf MESH OPENING, 2, CATCH BASIN SHALL NOT BE CONNECTED TO ANY SANFTARY SEWER, w"� 1,
�, S F3, PROVIDE FRAMES AND GRATES CONFORMING TO NYSOOT STANDARD SHEETS 655-1ORw3, 555•6t
b'. A x 4 WOG:IO FRAME SHALL BE COMPLETED AROUND THE CREST OF THE FABRIC FOR OVER FLOW STABILITY.
;3, WHEN T'WO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE:OVER-DAPPED BY S1 INCHES AND FOU..DED, CORNELL R S
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4. PD;3A OUTLET STRUCTURE°,;4"'DIAMETER ORIFICE..IN:V.B�CS:: C"„B""DIAMETER ORIFICES INV 940.50 CULVERT INV:SBS�.09
FILTER CLOTH,HALL BE EITHER FILTER p VOURAFI 1 OOP,STABLUNKA 14CN�:OR:APPROVED EQUAL. � AlIUOV DRAINAGE AREA I ACRE4. PREFABRICATED UNITS SHALL.BE GEOFAB, ENV�ROFE:NCE, OR APPROVED EQUAL:. 5, PDB OUTLET STRUCTURE.5""DIAMETER ORIFICE; INV 913„at1��,CULVERT INV:910,48 �j 121 k F~w EYS SERVICE BUILDING
5 N TENANCE ,HALL.:MAI BE PERFORMED AS NEEDED AND I' ATERIAL REMOVED WHEN"BULGES"DEVELOP IN THE SILT FENCE. FILTERFABRIC DROP INLET PROTECTION I HA A, IVY 1 853
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2 OUTLET
C502 NYS DEC OET
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ROBERTRENT JRRES G01
COARSE RENOVATION
213 WARRED ROAD
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COARSE SAND BACKFILL SETTLED T 4"'4Tl#w/# F¢almn�nmern{9
TO DEPTH LIP TO FINISI-IICD GRADE: _T Q na{nmernl_ ._
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C=W APPENDIX A-6
55
U.J
:> TOWN OF l'rH,ACA PLANNING
Stormwater PoLLutolon Prevention Man
Prepared for:
Cornel.l.University
121 Humphreys Service Building
Ithaca, NY 14853
Submitted by:
LaBeLLa Associates
10o West Water Street, Suite iol
(607)734-8492
LaBeLLa
DATE: APRIL 2022
LAST REVISED: APRIL 2022
PROJECT NO. 2212689 JON 3 0 2022
TABLE
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1.:0 EXECUTIVE SUMMARY....................................................................................................................1.
1.1 Project Description...................................................................................................................2
1.2 Stormwater Pollution Controls.................................................................................................2
2.0 SITE CHARACTERISTICS.................................................................................................................3
2.1 Land Use and Topography.......................................................................................................
2.2 Soils and Groundwater.,..... ........................ ........................-.... ....-...... 3
2.3 Watershed Designation ...........................................................................................................5
2.4 Receiving Water Bodies........ ........................ ...........-............................__..._... ...............5
2.5 Aquifer Designation..................................................................................................................5
2.6 Wetlands...................................................................................................................................5
2.7 Flood Plains..............................................................................................................................5
2.8 Listed, Endangered, or Threatened Species..........................................................................5
2.9 Historic Places..........................................................................................................................
2.10 Rainfall Data...........................................................................................................................6
2.11 Pre-development Watershed Conditions..............................................................................6
2.12Post-development Watershed Conditions.,...---.............. .......................... 6
2.13 Description of,Analysis Points...............................................................................................7
.0 PERMANENT STORMINATER MANAGEMENT............................................................................. 10
4.0 CONSTRUCTION SEQUENCE....................................................................................................... 1.0
5.0 CONS TPUCTI N-PHASE POLLUTION CONTROL......................................................................... .10
5.1 Temporary Erosion and Sediment Control Measures.......................................................... 11
5.2 Permanent Erosion and Sediment Control Measures.,....-..........................----....---12
5.3 Other Pollutant Controls......................--....................... .......--....... ..................... ....-13
5.4 Construction Housekeeping Practices..................................................................................15
.0 INSPECTIONS, MAINTENANCE,AND REPORTING...................................................................... .16
6.1 Inspection and Maintenance Requirements.............---.................. ........-.... ..... ...........16
6.2 Reporting Requirements........................................................................................................ 18
7.0 S PPP IMPLEMENTATION RESPONSIBILITIES.......................................................................... 1.9
7.1 Owner's/Operator's Responsibilities-----............................ ......--... ....-...-......-- 1
7.2 Owner's/Operator's Engineer's Responsibilities..................................................................22
7.3 Contractor's Responsibilities.................................................................................................22
7.4 Qualified Inspector's/Qualified Professional's Responsibilities .........................................23
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7J5SVVPPPParticipants...............................................................................................................25
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Table1: USDA Soil Data..............................................................................................................................3
Table2: Project Site HSG Data...................................................................................................................4
Table3: Rainfall Data..................................................................................................................................G
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Table/k Catchment Data.............................................................................................................................8
Table 5: HydroCAD Calculations with Proposed Detention Areas.............................................................0
Table 6: Hydrm[A0 Calculations with Existing Detention Areas................................................................9
Table 7: Percent Increase Calculations with Proposed Detention Areas.................................................9
Table 8: Percent Increase Calculations with Proposed Detention Areas.................................................9
Table 9:Common Construction Pollutants...............................................................................................14
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Appendix A: Figures
• A-1: Site Location Map
• A-2:Soils Map
• A-3: Historic Places Screening Map
• A-4: Environmental Resource Map
• A-4A:Tompkins County Wetland Delineation 2012
A-5: FEMA Firm Map
• A-6: Pre-Development Watershed Delineation Map
A-7: Post-Development Watershed Delineation Map
Appendix B: Forms
• Notice of Intent(NOI)
• MS4 SWPPP Acceptance Form
• SWPPP Preparer Certification Form
• Owner/Operator Certification Form
• Contractor and Subcontractor Certification Forms
• Notice of Termination (NOT)
Appendix C: (Not Used)
Appendix D: Pre-Development Stormwater Modeling
Appendix E: Post-Development Stormwater Modeling
Appendix F: SWPPP Inspection Report(Sample Form)
Appendix G: (Not Used)
Appendix H: NYSDEC"Deep-Ripping and Decompaction,"April 2008
Appendix 1: La Bella Certifying Professionals Letter
Appendix J: NYSDEC SPDES General Permit GP-0-20-001
, ~
1 ,0 EXEDQTWFE SLJMMA��
This Stormwater Pollution Prevention Plan (SWPPP) has been prepared for major activities associated
with construction of anew drainage system for the Robert Trent Jones Golf Course inthe Town of Ithaca.
This SWPPP includes the elements necessary to comply with the national baseline general permit for
construction activities enacted by the U.S. Environmental Protection Agency (EPA) under the National
Pollutant Discharge Elimination System (NPDES) program and all local governing agency requirements.
This SWPPP must be executed, and permit coverage must be obtained prior to the commencement of
construction activity.
This SWPPP has been developed in accordance with the"New York State Department of Environmental
Conservation (NYSDEC) State Pollutant Discharge Elimination System (SPOE8) General Permit for
@1ormwa1er0isnhorges from Construction Activity,~Permit No.GF-0-20-OO1,effective January 29.2020
through January 20, 2025' The SVVPPP and accompanying plans identify and detail etormnvvmter
management, pollution prevention, and erosion and sediment control nnemmunem necessary during and
following completion of construction.
This 8VVPPP and the accompanying plans entitled "Robert Trent Jones Golf Course Renovations" have
been eubrnh±*d as a set. These engineering drawings are considered an integral part qfthis SVVPPP.
Therefore,this SWPPP is not considered complete without them.References made herein to"the plans"
ortue specific^sheet^refer tm these drawings.
This report considers the impacts associated with the intended development with the purpose of:
1. Maintaining existing drainage patterns agmuch aa possible while continuing the conveyance of
upland watershed runoff;
2. Controlling increases in the rate of stormwater runoff resulting from the proposed development
moae not to adversely alter downstream conditions; and
3. Mitigating potential stormwaterquo|hy impacts and preventing soil erosion and sedimentation
resulting from atornnvvaterrunoff generated both during and after construction.
The analysis and design completed and documented in this report is intended to be port of the
application made for an institutional rehabilitation project completed on behalf of the Owner/Operator.
This Btormnwater Pollution Prevention Plan (SVVPPP) has been prepared to support the state
environmental quality rav|ovv (SEQR) of the proposed project. The intent of this SVVPPP is to provide
sufficient documentation for an overall SEQR determination, and to serve as the baseline for the final
SWPPP that will be prepared for the proposed development,as approved.This report is not intended to
be a final engineering document as certain detailed aspects of the project are likely to change during
the pa,nnd1ing process. Portions of the design were advanced to substantiate regulatory compliance
determinations and to provide input pertinent tothe environmental assessment of impacts of the
proposed project. Final stormwater practice designs will be advanced in support of and during the site
plan permitting process.
The methodology used to develop this SWPPP shall be adhered to for the preparation of the project's
final SVVPPP. Post-construction atormwntar management pnmn1ioas are not required for this project,
however, detention areas have been designed. These areas are shown on the plans to indicate their
location and size. Detailed analysis of these practices are included in this SWPPP.
The atormwmter analysis identified herein follows the "NYGStornwater Management Design 8Vanual,"
dated January 2015(Design Manual)and the USDA Technical Release No.20.This SWPPP and analysis
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are an integral part of the project's natural resource management plan which takes into consideration
existing parameters of site topography, soils, erosion potential, surface waters, their connectivity and
water quality of receiving water bodies.
Stormwater mitigation measures primarily involve preventing soil erosion and sedimentation resulting
from stormwater run-off during and after construction. During construction, this is accomplished by
sequencing site disturbance activities to establish erosion controls, minimize disturbed areas, maintain
existing vegetation as much as possible, and stabilize newly disturbed areas as soon as possible.
Stormwater pollutant controls utilized during construction will include temporary sediment barriers and
inlet protection designed in accordance with the "NYS Standards and Specifications for Erosion and
Sediment Control". Stormwater pollutant controls utilized after construction are not required for this
project.
This rehabilitation project will not be increasing impervious area. The runoff rates in each catchment
area will either be experiencing a decrease or no change compared to existing runoff rates.A hydrologic
and hydraulic analysis was performed using computer modeling and an evaluation of the proposed
improvements across the project site.
1.1 Project Description
Cornell University is proposing a rehabilitation project to include installing a new drainage system
throughout the golf course.The system will contain bunker drainage,sand channel drainage, detention
areas, and a main pipeline that will facilitate drainage flow off of the course.The project will disturb
approximately 6 acres of land.The Town of Ithaca requires no more than 3 acres of land to be
disturbed at a time.A waiver of this policy is requested to allow disturbance of more than 3 acres of
land at any one time. A Site Location Map has been provided in Appendix A,as Figure A-1.
This project is considered an underground, linear utility project. This type of project is included in Table
1 of Appendix B of GP-0-20-001.Therefore,this SWPPP only includes erosion and sediment controls.
This project is located within the Town Of Ithaca regulated, traditional land use control Municipal
Separate Stormwater Sewer System (MS4). Therefore, an MS4 SWPPP Acceptance Form is required to
accompany NOIs submitted to the NYSDEC.
Runoff from the project site will discharge to Fall Creek,which is not included in the list of Section 303(d)
water bodies included in Appendix E of GP-0-20-001.
Project construction activities will consist primarily of site grading and the installation of storm drainage
infrastructure necessary to support the proposed rehabilitation project. The only construction phase
pollutant source anticipated at the site is disturbed (exposed)soil.Without adequate control there is the
potential for sediment to be transported by stormwater.
1.2 Stormwater Pollution Controls
The stormwater pollution controls outlined herein have been designed and evaluated in accordance with
the following standards and guidelines:
• New York State Stormwater Management Design Manual,dated January 2015(Design Manual).
• New York State Standards and Specifications for Erosion and Sediment Control,dated November
2016 (SSESC).
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Stormwater quality will be enhanced through the implementation of temporary and permanent erosion
and sediment control measures outlined herein.
The proposed stormwater management approach consisting of pipes, open drainage ways, and on-site
detention areas will adequately collect,detain,and convey the stormwater runoff.
rr
° (D SI,'I"i C I--J A R A R`11 Mr 'ti,
2.1 Land Use and Topography
The project site is located within the Low Density Residential zoning district.
The overall site contains slopes ranging from 1 to 7 percent. Site elevations range from approximately
904 feet above mean sea level (MSL) to 980 feet MSL. The site slopes to the west with the highest
elevations at the eastern extents of the site.The southern border of the project is primarily a woodline
with a steep descend to Fall Creek which is outside of the project area.
2.2 Soils and Groundwater
The US Department of Agriculture (USDA) Web Soil Survey (h t : w 5,gil ry .nr da. v a )
was used to obtain surficial soil conditions for the study area,as follows:
Table 1:USDA Soil Data
Map Symbol& Hydrologic Soil Permeability Erosion Depth to Water Depth to
Description Group (inches/hour) Factor K Table Bedrock(feet) (feet)
ArB A <5.95 >6.67 >6.67
Arc A <5.95 >6.67 >6.67
BtF C <0.14 2-3 2.2-3.2
BvA C/D <0.57 0.5-2 1.25-2.5
CdA A <5.95 >6.67 >6.67
CdC A <5.95 >6.67 >6.67
EbB D <0.14 0.58- 1.17 0.83- 1.75
ErA D <0.14 0.58 - 1.17 0.83 - 1.75
Gn B <1.98 3- 5 >6.67
He B/D <1.98 <0.5 >6.67
HdD A <5.95 >6.67 >6.67
HsB C/D <0.20 1.5-2 >6.67
HsC3 C/D <0.20 1.5-2 >6.67
HwB C/D <0.20 1.5-2 >6.67
HzE C/D <0.20 1.5-2 >6.67
LaB D <0.14 1.17-2 1.25 - 2.33
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Map Symbol& Hydrologic Soil Permeability Erosion Depth to Water Depth to
Description Group (inches/hour) Factor K Table Bedrock
(feet) (feet)
LaC3 D <0.14 1.17-2 1.25 - 2.33
MC B <5.95 3 >6.67
Mm C/D < ).20 0 >6.67
NOTCOM - No Data Assume D
RkA C/D <0.20 0.5 - 1.5 >6.67
RkB C/D <0.20 0.5 - 1.5 >6.67
WrB D <0.20 1.17 - 1.92 1.25-2
Ws B/D <14.1�7 <0.5 >6.67
Upon review of the soil data presented in Table 1,the project site does not contain soils with a soil slope
phase of D with a map unit name that inclusive of slopes greater than 25%, and does not contain soils
with a soil slope phase of E or F.
The project site is composed of HSG A soils, HSG B soils, INS G C soils, and HSG D soils, as shown in the
table below. For the purposes of this report, HSG X/D soils were modeled as HSG D soils to reflect the
undrained condition.
Table 2: Project Site HSG Data
HSG A FPS G B HSG C HSG D
5% 3% 3% 89%
The Soil Conservation Service defines the hydrologic soil groups as follows:
• Type A Soils: Soils having a high infiltration rate and low runoff potential when thoroughly wet.
These soils consist mainly of deep, well drained to excessively drained sands or gravelly sands.
These soils have a moderate rate of water transmission.
• Ty Q Soils:Soils having moderate infiltration rate when thoroughly wet and consisting mainly
of moderately deep to deep, moderately well to well drained soils with moderately fine to
moderately course textures.These soils have a moderate rate of water transmission.
• Type Q Soils: Soils having a low infiltration rate when thoroughly wet and consisting chiefly of
soils with a layer that impedes downward movement of water and soils with moderately fine-to-
fine texture,These soils have a low rate of water transmission.
• Type D Soils: Soils having a very low infiltration rate and high runoff potential when thoroughly
wet. These soils consist chiefly of clays that have high shrink-swell potential, soils that have a
permanent high water table, soils that have a clay pan or clay layer at or near the surface, and
soils that are shallow over nearly impervious material.These soils have a very low rate of water
transmission.
An on-site geotechnical investigation was not performed.
The soils map for the study area is presented in Appendix A, as Figure A-2.
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2'3VVatershed Designation
The project site is part of the Lower Fall Creek watershed and is not located in a restricted watershed
identified in Appendix CofGP-0-2O-OO1-
2.4 Receiving Water Bodies
The nearest natural classified water course into which runoff from the project site will discharge is Fall
Creek. Fall Creek is classified by NYSDEC as a Class B water course,and is not included in the Section
3D3(d) list of impaired waters found in Appendix EofGP-U'2O-OO1.
2-5 Aquifer Designation
The project site is not located over a US EPA designated Sole Source aquifer.The project site is located
over a Principal aquifer listed in the NYSOECTeohnico| and Operational Guidance Series (TOGS) 2.1'3
(1990). This project does not include any activities that will impact the aquifer.
2'6VVet|aMds
4 search on the NYSOEC Environmental Resource Mapper on February 21, 2O22' and o review ofG|B
data, determined that there are two federal freshwater ponds located at the northeast corner of the
project site.The Environmental Resource Map has been provided in Appendix A,as Figure A-4.A wetland
delineation was conducted by Tompkins County in2O12 and is included in this report in Appendix A,aa
FiguneA44. The project does not anticipate any disturbance or impacts on the wetlands delineated in
FiQunasA-4 and A-4A.This project will be reviewed as a County 238Review.
2.7 Flood Plains
According to the National Flood Insurance Program Flood Insurance Rate Map (FIRM), Town of Ithaca,
New York, Community Panel Number 360851-0022 C, the project site lies within Flood Zone C, areas
with minimal flooding.The FEMA Flood Map has been provided in Appendix G,as Figure 5.
2-8 Listed, Endangered, Or Threatened Species
Asearoh was performed on the NYSUEC Environmental Resource Mapper on February31. 2022, and
determined that the project site does contain threatened or endangered species,or critical habitat.The
southwest corner of the project area is located in the vicinity of Black and Gold Bumble Bee and is not
listed byNYS.The project area imin the vicinity ofLake Sturgeon which is listed aeu threatened species.
The southeastern corner of the project site iain the vicinity of rare mosses and is not listed byNYS,The
Northern Long-Eared bat is listed on the U.S. Fish and Wildlife Service's online mapper in the vicinity of
the project.Typically, Northern Long Eared Bats hibernate in caves or mines during the winter months,
and since caves or mines are not found within the project area, no impacts are anticipated.Additionally,
this project does not propose any tree removals and therefore will not affect any nesting habitats ofthe
bats during breeding season. This project will be reviewed es a County 239 Review and submitted toall
appropriate agencies as required. An Environmental Resource Map has been provided in Appendix 8.
as Figure 4.
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2.9 Historic Places
A search on the New York State Cultural Resource Information System (CRIS) database, performed on
February 21, 2022, revealed that the property is not located within an archeologically sensitive area,
and is not located on or immediately adjacent to a property listed or determined to be eligible for listing
on the National or State Registers of Historic Places. Additionally, the construction activity does not
include the construction of a new building within 20 feet of any structure more than 50 years old. A
printout of the historic places screening map is presented in Appendix A, as Figure A-3.
2.10 Rainfall Data
Rainfall data utilized in the modeling and analysis was obtained from the Cornell University online
Extreme Precipitation in New York & New England website (btto://grecimeas.c ornellp_jLuJ). A local OF
file was imported,and specific mass curves were generated, in HydroCAD to evaluate the pre-and post-
development stormwater runoff characteristics. Rainfall data specific to the portion of Tompkins County
under consideration,for various 24-hour storm events, is presented in the following Table:
Table 3: Rainfall Data
Storm Event 24-Hour'Rainfall
Return Period (inches)
1-year 2.01
2-year 2.34
10-year 3.43
25-year 4.26
5 -year 5.02
100-year 5.93
2.11 Pre-development Watershed Conditions
The pre-development project site is covered predominantly by grass cover typically found on of courses.
Areas of shrubs and woods are also common to this site. Analysis of pre-development conditions
considered existing drainage patterns, soil types, ground cover, and topography. The Pre-Development
Watershed Delineation Map has been provided in Appendix A, as Figure A-6.
The results of the computer modeling used to analyze the overall watershed under pre-development
conditions are presented in Appendix D.
2.12 Post-development Watershed Conditions
The post-development project site is covered predominantly by grass, shrubs, and woods.There will be
no increase to impervious area. The analysis of post-development conditions considered existing
drainage patterns,soil types,ground cover, planned site development,site grading and,detention areas
proposed as part of site improvements. The Post-Development Watershed Delineation Map has been
provided in Appendix A,as Figure A-7.
The results of the computer modeling used to analyze the overall watershed under post-development
conditions are presented in Appendix E.
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There are numerous locations and methods for providing controls of off-site discharge ofetormwa1or
from the project site. Each has been designed to provide the above quantity controls by attenuating
stomnwater runoff and releasing runoff to off-site locations at a rate equal to or less than that which
existed prior to development of the site. Each device is detailed on the accompanying plans.
2'13 Description Of Analysis Points
The study area consists of an overall watershed that encompasses approximately 252 acres and
contains the 150 acre project site.The overall watershed was broken down into smaller watersheds,or
subcatchments,to allow for analysis of runoff conditions at several locations throughout the study area.
Each of these locations was defined as an Analysis Point(AP) in order to compare the effects resulting
from atormwater management facilities proposed as part of the project. Descriptions of each of the
selected analysis points are provided below.
* Analysis Point 1:Site discharge from this catchment leaves the site st the southeastern portion
of the project site. Runoff makes its way to o small stream centered in the catchment and
discharges down mn embankment to Fall Creek.
• Analysis Point 2:Site discharge flows west towards Warren Road and discharges to the roadside
ditch. The discharge point is at Warren Road approximately 360 feet south of the golf course
service road intersection.
* Analysis Point 3: Discharge from two suboab:hrnonts reaches this analysis point at on existing
catch basin on the east side of Warren Road.The catch basin drains to an 18" diameter culvert
pipe that crosses under Warren Road and flows east to west.The culvert is approximately 375
feet south of the Bluegrass Lane intersection.
• Analysis Point 4:Site discharge makes its wayto an 18"diameter culvert pipethat crosses under
Warren Road and flows east to west.The pipe is approximately 60foat north of the Bluegrass
Lane intersection.
w Analysis Point 5:Discharge from three subcatchements reaches a 24"diameter culvert pipe that
crosses under Warren Road and flows east to west.The pipe is approximately 47O feet north of
the Bluegrass Lane intersection.
• Analysis Point 6:Site discharge reaches a natural depression in15 fairway where Analysis Point
6 is defined. Stormnvvaterukimate|y leaves the site through a 24^ diameter culvert pipe that
crosses under Pleasant Grove Road and flows east to west.The pipe is approximately 5OOfeet
north of the Jessup Road intersection.
• Analysis Point 7: Discharge reaches a natural depression approximately 200ft north of 14 green
where Analysis Point 7 is defined.Stormwater ultimately leaves the site through a 30"diameter
culvert pipe that crosses under Pleasant Grove Road and flows east to west. The pipe is
appnoximate|y2OOft north of the Jessup Road intersection.
° Analysis Point 8: Discharge from two subcatchments leaves the site at the southwestern corner
of the project area.The analysis point is approximately 150 feet west of the golf course storage
containers and maintenance shop.
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Table 4: Catchment Data
Existing:Time Proposed:
Subcatchment CN Of Time of
Concentration Concentration
(min) (min)
1A 78 219 22.9
1B 74 50.5 50.5
2 81 43.4 43.4
3A 80 59 59
36 87 22.9 22.9
4 77 24.4 24.4
5A 61 313 30.2
5B 59 12.7 11.7
50 81 31.8 31.8
6 80 37.6 34.2
7 80 36.3 35.9
8A 80 19.4 19
8B 82 31.2 31.2
Table 5: HydroCAD Calculations with Proposed Detention Areas
1 Year Storm 10 Year Storm 100 Year Storm
Analysis Point Existing Proposed(cfs) Existing(cfs) Proposed(cfs) Existing Proposed
WS) (cfs) ( )
1 8.08 8.08 34.92 34.92 9731 97.71
2 6.27 6.27 18.54 18.54 43.56 43.56
3 5M 2M 12.12 9.63 44.66 37.92
4 5.38 5.38 1 .97 1 .97 48.36 --- 48.36
5 4.21 4.20 1731 14.07 58.07 49.75
6 17.75 1734 39.27 37.25 8154 7&00
-7 15.83 1219 46.23 4518 87.85 8&52
� 11.02 34.93 �33�-05 � 81.41 80.67
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Table 6: HydroCAD Calculations without Proposed Detention Areas
I Year Storm 10 Year Storm 100 Year Storm
Analysis Point Existing Proposed(cfs) Existing(cis) Proposed(cfs) Existing Proposed
WS) (cfs) (cfs)
1 8.08 8.08 34.92 34.92 97.71 97.71
2 6.27 6.27 18.54 18.54 43.56 43.56
3 5.83 5.83 12.12 12.12 44.66 44.66
4 5.38 5.38 18.97 18.97 48.36 48.36
5 4.21 4.20 17.71 17.64 58.07 58.07
6 17.75 17.73 39.27 40.14 83.54 85.45
7 15.83 16.58 46.23 47.39 87.85 90.07
8 11.82 11.71 34.93 34.67 81.41 80.74
Table 7: Percent Increase Calculations with Proposed Detention Areas
Percent Increase
Analysis Point 1 Year 10 Year 100 Year
1 0.0 0.0 0.0
2 0.0 0.0 0.0
3 -51.8 -20.5 -15.1
4 0.0 0.0 0.0
5 -0.2 -20.6 -14.3
6 -0.1 -5.1 -6.6
7 -22.4 -2.1 0.8
8 -6.8 -5.4 -0.9
Table 8: Percent Increase Calculations without Proposed Detention Areas
Percent Increase
Analysis Point 1 Year 10 Year 100 Year
1 0.0 0.0 0.0
2 0.0 0.0 0.0
3 0.0 0.0 0.0
4 0.0 0.0 0.0
5 -0.2 -0.4 0.0
6 -0.1 2.2 2.3
7 4.7 2.5 2.5
8 -0.9 -0.7 -0.8
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3 0 Pt, f""t M R �,,,W A E N,11,4,NAG EM E
This type of project is included in Table 1 of Appendix B of GP-0-20-001 as an underground, linear utility
project. Therefore, permanent stormwater management, including runoff reduction volume and water
quality volume is not required. This SWPPP does include erosion and sediment control measures,which
are indicated on the plans. An NOI will be prepared and submitted to NYSDEC for this project.
4 C
Although the project disturbance area is greater than 5-acres, it is not anticipated that greater than 5-
acres of land will be disturbed at any one time. The contractor shall phase the planned improvements
to limit disturbance to less than 5-acres at any one time. Therefore, written approval from the Town of
Ithaca allowing the disturbance of greater than 5-acres of land at any one time is not required. The
Contractor is not authorized to disturb greater than 5-acres of land at any one time unless prior written
approval has been obtained from the Town of Ithaca.
The Erosion and Sediment Control Plan in the accompanying drawings identifies the major construction
activities that are the subject of this SWPPP.
The Contractor will be responsible for implementing the erosion and sediment control measures
identified on the plans.The Contractor may designate these tasks to certain subcontractors as they see
fit, but the ultimate responsibility for implementing these controls and ensuring their proper function
remains with the Contractor.
Refer to the accompanying plans for details and specifications regarding the construction sequencing
schedule.
The SWPPP and accompanying plans identify the temporary and permanent erosion and sediment
control measures that have been incorporated into the design of this project. These measures will be
implemented during construction, to minimize soil erosion and control sediment transport off-site, and
after construction,to control the quality and quantity of stormwater runoff from the developed site.
Erosion control measures, designed to minimize soil loss, and sediment control measures, intended to
retain eroded soil and prevent it from reaching water bodies or adjoining properties, have been
developed in accordance with the following documents:
• NYSDEC SPDES General Permit for Stormwater Discharges From Construction Activity, Permit
No.GP-0-20-001 (effective January 29, 2020 through January 28, 2025)
• New York State Standards and Specifications for Erosion and Sediment Control, NY EC
(November 2016)
The SWPPP and accompanying plans outline the construction scheduling for implementing the erosion
and sediment control measures.These documents include limitations on the duration of soil exposure,
criteria and specifications for placement and installation of the erosion and sediment control measures,
a maintenance schedule, and specifications for the implementation of erosion and sediment control
practices and procedures.
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'
Temporary and permanent erosion and sediment control measures that shall be applied during
construction generally include:
1. Minimizing soil erosion and sedimentation by stabilization of disturbed areas and by removing
sediment from construction site discharges.
2' Preservation of existing vegetation to the greatest extent practical. Following the completion of
construction activities in any portion of the site, permanent vegetation shall be established on
all exposed soils.
3. Site preparation activities to minimize the area and duration of soil disruption.
5'1 Temporary Erosion and Sediment Control Measures
The temporary erosion and sediment control measures described in the following sections are included
as part of the construction documents.
5.1.1 Dust Control
Water trucks shall be used as needed during construction to reduce dust generated on-site.Dust control
must be provided by the Contractor(s) to a degree that is acceptable to the Owner, and in compliance
with the applicable local and state dust control requirements.
5.1.2 Temporary Soil Stockpile
Materials,such as topsoil,will be temporarily stockpiled (if necessary)on the site during the construction
process.Stockpiles shall be located in an area away from storm drainage,water bodies and/or courses,
and will be properly protected f rom erosion by a surrounding silt fence barrier.
5.1.3 Silt Fencing
Prior to the initiation of and during construction activities, a geotextile filter fabric (or silt fence) will be
established downgnadientofall disturbed areas. These barriers may extend into non-impact areas to
provide adequate protection of adjacent lands.
Clearing and grubbing will be performed only as necessary for the installation of the sediment control
barrier.To facilitate effectiveness ofthe silt fencing,daily inspections and inspections immediately after
significant storm events will be performed by the Contnactor(e). Maintenance of the fence will be
performed aaneeded.
5.1.4 Temporary Seeding
For areas undergoing clearing, grading, and disturbance as part of construction activities, where work
has temporarily ceased,temporary soil stabilization measures must be initiated by the end of the next
business day and completed within fourteen (14) days from the date the soil disturbance activity has
temporarily ceased.
5.1.5 Filter Fabric Drop Inlet Protection
Install filter fabric or silt fence with wooden stakes at the perimeter of existing or proposed catch basins
located in lawn areas, to prevent sediment from entering the catch basins and storm sewer system.
Remove sediment accumulation and repair or replace fabric as necessary to ensure proper function.
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5.1.6 Erosion Control Blanket
Erosion control blankets shall be installed in accordance with manufacturer's requirements on all slopes
exceeding 3:1. Erosion control blankets provide temporary erosion protection, rapid vegetative
establishment, and long-term erosion resistance to shear stresses generated by high runoff flow
velocities associated with steep slopes.
5.1.7 Stone Check Dams
Stone check dams will be installed within drainage ditches to reduce the velocity of stormwater runoff,
promote settling of sediment, and reduce sediment transport off-site.
Sediment accumulated behind the stone check dam will be removed as needed to maintain flow through
the stone check dam and prevent large flows from carrying sediment over or around the dam. Stones
shall be replaced as needed to maintain the design cross section of the structures.
5.1.8 Dewatering Operations
Dewatering will be used to intercept sediment-laden stormwater or pumped groundwater and allow it to
settle out of the pumped discharge prior to being discharged from the site. Water from dewatering
operations shall be treated to eliminate the discharge of sediment and other pollutants.Water resulting
from dewatering operations shall be directed to temporary sediment traps or clewatering devices.
Temporary sediment traps and dewatering bags will be provided, installed, and maintained at
downgradient locations to control sediment deposits to downstream surfaces.
5.1.9 Compost Filter Sock
Prior to the initiation of and during construction activities, a compost filter sock (or silt sock) will be
established downgradient of all disturbed areas. These filters may extend into non-impact areas to
provide adequate protection of adjacent lands.The spacing of the compost filter sock,which will depend
on the ground slope and diameter of the sock,shall be based upon New York State or EPA guidance.
Clearing and grubbing will be performed only as necessary for the installation of the sediment control
filter; and unlike sediment control barriers,trenching is not required.The ends of the filter sock should
be directed upslope,to prevent stormwater from running around the end of the sock.The preferred
anchoring method is to drive stakes through the center of the sock at regular intervals; alternatively,
stakes can be placed on the downstream side of the sock.To facilitate effectiveness of the compost
filter sock,daily inspections and inspections immediately after significant storm events will be
performed by the Contractor(s)to ensure that they are intact and the area behind the sock is not filled
with sediment. Maintenance of the sock will be performed as needed,
5.2 Permanent Erosion and Sediment Control Measures
The permanent erosion and sediment control measures described in the following sections are included
as part of the construction documents.
521 Establishment of Permanent Vegetation
Disturbed areas that will be vegetated must be seeded in accordance with the contract documents. The
type of seed, mulch, and maintenance measures as described in the contract documents shall also be
followed.
Permanent soil stabilization measures must be initiated by the end of the next business day and
completed within fourteen (14)days from the date the soil disturbance activity has permanently ceased.
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Final site stabilization is achieved when all soil-disturbing activities at the site have been completed and
e uniform, perennial vegetative cover with a density of80 percent has been established or equivalent
stabilization measures(such ea the use of mulches or |os) have been employed on all unpaved
areas and areas not covered by permanent structures.
5'2.2 Rock Outlet Protection
Rock outlet protection shall be installed at the locations as indicated and detailed on the accompanying
p|ona' The installation of nmch outlet protection will reduce the velocity and energy ofwater, such that
the flow will not erode downstream surfaces.
5'3 Other Pollutant Controls
Part I.B.Le of GP-0-20-001 prohibits discharges from construction material wastewater, pollutants
used in vehicle and equipment operation and maintenance,vehicle and equipment washing and toxic
or hazardous substances.
The following table identifies materials and/or chemicals commonly used and/or stored on
construction sites and should be addressed in the site-specific spill prevention and response plan:
'
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Table : Common Construction Pollutants
Material/Chemical Physical Description Stormwater Pollutants Location*
Pesticides Various colored to Chlorinated Herbicides used for
(insecticides; colorless liquid, hydrocarbons, noxious weed control
fungicides, powder, pellets,or oranophoshates,
herbicides, grains caramates, arsenic
rodenticies)
Fertilizer Liquid or solid grains Nitrogen, phosphorous Newly seeded areas
Cleaning solvents Colorless, blue,or Perch loroethylene, No equipment cleaning
yellow-green liquid methylene chloride, allowed in project limits
trichloroet ylene,
petroleum distillates
Asphalt Black solid Oil, petroleum distillates Streets and roofing
Concrete White solid/grey liquid Limestone, sand, pH, Curb and gutter, building
chromium construction
Curing compounds Creamy white liquid Naphtha Curb and gutter
Hydraulic ail/fluids Brown oily petroleum Mineral oil Leaks or broken hoses
hydrocarbon from equipment
Gasoline Colorless, pale brown Benzene, ethyl benzene, Secondary co tainment/
or pink petroleum toluene,xylene, MTBE staging area
hydrocarbon
Diesel Fuel Clear, blue-green to Petroleum distillate, oil & Secondary containment/
yellow liquid grease, naphthalene, staging area
xylenes
Kerosene Pale yellow liquid Coal oil, petroleum Secondary containment/
petroleum distillates staging area
hydrocarbon
Antifreeze/coolant Cleargreen/yellow Ethylene glycol, propylene Leaks or broken hoses
liquid glycol, heavy metals from equipment
(copper, lead, zinc)
Sanitary toilets Various colored liquid Bacteria, parasites, and Staging area
viruses
Construction
materials
Granular fill Various colored solids Sediment Stockpile/fill areas
Subbase course Gray/brown solid Sediment, dust Stockpile
Topsoil Brown solid Sediment Stockpile
Mulch Various colored solid Sediment, debris Staging area
SeedBrown/yellow solid Nutrients, debris Staging area
HOPE Storm Pipe Black solid Staging area
SCDR-3 ,S - 1 Various colored solid Staging area
PVC Pipe
Metals Frames and Gray solid Staging area
Grates
Joint Sealant Light gray viscous Polyurethane Staging area
solid
*(Area where material/chemical is used on-site)
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,
5.4 Construction Housekeeping Practices
During the construction phase,the Contnantor(a)will implement the following measures:
5.4.1 Sediment SweepinglVacuuming
Any sediment that is tracked by construction vehicles or erosion onto adjacent public or private
impervious surfaces must be swept or vacuumed, utilizing self-propelled and/or walk-behind equipment,
and removed on a daily basis. Kick brooms and sweeper attachments are not an acceptable means of
sweeping. Sweeping or vacuuming should not take place while tracked sediment is wet, If tracked
sediment is compacted,the sediment must be scraped loose prior to sweeping or vacuuming.
5.4.2 Material Stockpiles
Material resulting from clearing and grubbing operations that will be stockpiled on-site, must be
adequately protected with dovvn8radienteroaion and sediment controls.
5.4.3 Equipment Cleaning and Maintenance
The Contractor(s) will designate areas for equipment cleaning, rnaintenanoe, and repair. The
Contractor(s) and subcontractor(s) will utilize those areas. The areas will be protected by a temporary
perimeter berm.
5'4.4 Detergents
The use of detergents for large-scale washing is prohibited (i.a, vehicles, buildings, pavement surfaces,
etc.)
5.4.5 Spill Prevention and Response
A Spill Prevention and Response Plan shall be developed,for the pollutants identified in Section 5.3,for
the site by the Controotor(o)that addresses the following:
1' Reducing chance ofspills
2. Stopping the source of spills
3. Containing and cleaning upspills
4- Disposing of materials contaminated by spills
5. Training personnel responsible for spill prevention/response
8' Material handling procedures
7. Material storage requirements
The plan shall detail the steps required in the event ofan accidental spill and shall identify contact
names and phone numbers of people and agencies that must benotified.
The plan shall include Safety Data Sheets (SDS)for all materials to be stored on-site.All workers on-
site will be required to be trained on safe handling and spill prevention procedures for all materials
used during construction. Regular tailgate safety meetings shall be held and all workers that are
expected onthe site during the week shall be required 0oattend.
5.4.6 Concrete Washout Areas
A temporary concrete washout area shall be provided for every project where concrete will be poured or
otherwise formed on-site and shall consist of an excavated or above-ground lined construction pit where
concrete trucks or equipment can be washed out after their loads have been discharged. Waste
generated from concrete wash water that shall not be allowed to flow into drainage ways,inlets, receiving
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waters,highway right-of-way,or any location other than the designated concrete washout area(s).Proper
signage shall be placed adjacent to the facility to designate the "Concrete Washout Area". Locate the
facility a minimum of 100-feet from drainage swales, storm drain inlets, wetlands, streams, and other
surface waters. Prevent surface water from entering the washout area.
The hardened residue from the concrete wash areas will be disposed of in the same manner as other
non-hazardous construction waste materials. Maintenance of the washout area shall include removal of
hardened material when 75% of the storage capacity is filled, and a minimum freeboard of 12 inches
shall be maintained. The Contractor will be responsible for seeing that these procedures are followed.
The project may require the use of multiple concrete washout areas based on the frequency of concrete
pours.
5.4.7 Material Storage
Construction materials shall be stored in a dedicated staging area. The staging area shall be located in
an area that prevents negative impacts of construction materials on stormwater quality.
Chemicals,paints,solvents,fertilizers,and other toxic material must be stored in waterproof containers.
Except during application, the contents must be kept in trucks or within storage facilities. Runoff
containing such material must be collected, removed from the site, treated, and disposed of at an
approved solid waste or chemical disposal facility.
...... F
6.1 Inspection and Maintenance Requirements
6.1.1 Pre-Construction Inspection and Certification
Prior to the commencement of construction,the Qualified Inspector/Qualified Professional shall conduct
an assessment of the site and certify that the appropriate erosion and sediment control measures have
been adequately installed and implemented. The Contractor shall contact the Qualified
Inspector/Qualified Professional once the erosion and sediment control measures have been installed.
6.1.2 Construction Phase Inspections and Maintenance
A Qualified Inspector/Qualified Professional, as defined in Appendix A of the General Permit GP-0-20-
001, shall conduct regular site inspections between the time this SWPPP is implemented and final site
stabilization. Because this project involves the disturbance of greater than five (5) acres of soil at any
one time,site inspections shall occur at an interval of at least twice every seven (7)calendar days for as
long as greater than five(5)acres of soil remain disturbed,with the inspections separated by a minimum
of at least two (2)full calendar days.
The purpose of site inspections is to assess performance of pollutant controls. Based on these
inspections, the Qualified Inspector/Qualified Professional will decide whether it is necessary to modify
this SWPPP, add or relocate sediment barriers, or whatever else may be needed in order to prevent
pollutants from leaving the site via stormwater runoff. The general contractor has the duty to cause
pollutant control measures to be repaired, modified, maintained, supplemented, or whatever else is
necessary in order to achieve effective pollutant control.
Examples of particular items to evaluate during site inspections are listed below.This list is not intended
to be comprehensive. During each inspection the inspector must evaluate overall pollutant control
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~
system performance as well as particular details of individual system components. Additional factors
should be considered ms appropriate to the circumstances.
1. Locations where vehicles enter and exit the site must be inspected for evidence of off-site
sediment tracking.Astabilized construction access will be constructed wherevehicles enterand
exit. This access will be maintained or supplemented as necessary to prevent sediment from
leaving the site onvehicles.
2, Sediment barriers must be inspected and. J necessary, they must be enlarged or cleaned in
order to provide additional capacity.All material from behind sediment barriers will be stockpiled
on the up slope side.Additional sediment barriers must be constructed as needed.
3. Inspections will evaluate disturbed areas and areas used for storing materials that are exposed
to rainfall for evidence of, or the potential for, pollutants entering the drainage myatorn, If
necessary,the materials must be covered or original covers must be repaired orsupplemented.
Also, protective berms must beconstructed, if needed, in order tocontain runoff from material
storage areas.
4. Grassed areas will be inspected to confirm that a healthy stand of grass is maintained.The site
has achieved final stabilization once all areas are covered with building foundation orpavement,
or have a stand of grass with atleast 8O percent density.The density of8O percent orgreater
must be maintained to be considered as stabilized. Areas must be wobsred, fertilized, and
reseeded ao needed to achieve this goal.
5' All discharge points must be inspected to determine whether erosion control measures are
effective in preventing significant impacts tnreceiving waters.
The inspection reports must be completed entirely and additional remarks should be included if needed
to fully describe a situation.An important aspect of the inspection report is the description of additional
measures that need to be taken to enhance plan effectiveness. The inspection report must identify
whether the site was in compliance with the SWPPP at the time of inspection and specifically identify all
incidents ofnon'oomp|ionue.
Within one (1) business day of the completion of an inspection, the Qualified Inspeotn9YJua0hed
Professional ehoU notify the Owner/Operator and appropriate contractor or subcontractor of any
corrective actions that need to be taken.The contractor or subcontractor shall begin implementing the
corrective actions within one (1) business day of the notification and shall complete the corrective
actions in a reasonable time frame.
In addition to the inspections performed by the Qualified hmpecto9~Oua0fied Professional, the
Contractor shall perform routine inspections that include a visual check of all erosion and sediment
control measures.All inspections and maintenance shall be performed in accordance with the inspection
and maintenance schedule provided on the accompanying plans.Sediment removed from erosion and
sediment control measures will be exported from the site,stockpiled for later use, or used immediately
for general non-structural fill.
It is the responsibility of the general contractor to assure the adequacy of site pollutant discharge
controls.Actual physical site conditions or contractor practices could make it necessary to install more
structural controls than are shown on the accompanying plans. (For example, localized concentrations
of runoff could make it necessary to install additional sediment barriers,sediment traps,etc.) Assessing
the need for additional controls and implementing them or adjusting existing controls will be a continuing
aspect of this SVVPPP until the site achieves final stabilization.
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6.1.3 Temporary Suspension of Construction Activities
For construction sites where soil disturbance activities have been temporarily suspended (e.g. Winter
shutdown)and temporary stabilization measures have been applied to all disturbed areas,the frequency
of Qualified Inspector/Qualified Professional inspections can be reduced to once every 30 calendar
days. Prior to reducing the frequency of inspections,the Owner/Operator shall notify the NY DEC Region
7 stormwater contact person and the Town of Ithaca in writing.
6.1.4 Partial Project Completion
For construction sites where soil disturbance activities have been shut down with partial project
completion and all areas disturbed as of the project shutdown date have achieved final stabilization the
inspections by the Qualified Inspector/Qualified Professional can stop. Prior to the shutdown, the
Owner/Operator shall notify the NYSDEC Region 7 stormwater contact person and the Town of Ithaca in
writing.
If soil disturbance activities have not resumed within two years from the date of shutdown, a Notice of
Termination (NOT) shall be properly completed and submitted to the NYSDEC.
6.1.5 Post-Construction Inspections and Maintenance
Post-construction stormwater management practices are not required for this project.
6.2 Reporting Requirements
6.2.1 Inspection Reports
Pursuant to Part IV.0 of GP-0-20-001, inspection reports shall be prepared for the duration of
construction,as outlined herein,and shall be signed bythe Qualified Inspector or Qualified Professional.
A sample inspection form is provided in Appendix F.
At a minimum, each inspection report shall record the following information:
1. Date and time of inspection.
2. Name and title of person(s) performing inspection.
3. A description of the weather and soil conditions (e.g. dry, wet, saturated) at the time of the
inspection.
4. A description of the condition of the runoff at all points of discharge from the construction site.
This shall include identification of any discharges of sediment from the construction site.include
discharges from conveyance systems (i.e. pipes,culverts, ditches, etc.) and overland flow.
5. A description of the condition of all natural surface waterbodies located within, or immediately
adjacent to,the property boundaries of the construction site which receive runoff from disturbed
areas. This shall include identification of any discharges of sediment to the surface waterbody.
6. Identification of all erosion and sediment control practices and pollution prevention measures
that need repair or maintenance.
7. Identification of all erosion and sediment control practices and pollution prevention measures
that were not installed properly or are not functioning as designed and need to be reinstalled or
replaced.
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8. Description and sketch of areas with active soil disturbance activity, areas that have been
disturbed but are inactive at the time of the inspection, and areas that have been stabilized
(temporary and/or final)since the last inspection.
9. Corrective action(s) that must be taken to install, repair, replace or maintain erosion and
sediment control practices and pollution prevention measures.
10.Identification and status of all corrective actions that were required by previous inspection.
11.Color photographs, with date stamp, that clearly show the condition of all practices that have
been identified as needing corrective actions. The Qualified Inspector/Qualified Professional
shall attach paper color copies of the digital photographs to the inspection report being
maintained onsite within seven (7) calendar days of the date of the inspection. The Qualified
Inspector/Qualified Professional shall also take digital photographs, with date stamp, that
clearly show the condition of the practice(s)after the corrective action has been completed.The
Qualified Inspector/Qualified Professional shall attach the paper color copies of the digital
photographs to the inspection report that documents the completion of the corrective action
work within seven (7)calendar days of that inspection.
6.2.2 Site Log Book
Pursuant to Part II.D.2 of GP-0-20-001, the Owner/Operator shall retain a copy of the General Permit,
NOI, NOI Acknowledgment Letter, MS4 SWPPP Acceptance Form (if applicable), inspection reports,
contractor and subcontractor certification forms, and all documentation necessary to demonstrate
eligibility under the permit, at the construction site from commencement of construction activity until
the date that all areas of disturbance have achieved final stabilization and the Notice of Termination has
been submitted to the NYSDEC.
The Site Log Book shall be maintained on-site in a secure location (i.e.job trailer, on-site construction
office, or mailbox with lock) and must be accessible during normal business hours to an individual
performing a compliance inspection.
6.2.3 Post Construction Records and Archiving
Following construction,the Owner/Operator shall retain copies of the SWPPP,the complete construction
Site Log Book,and records of all data used to complete the NOI to be covered by this permit,for a period
of at least five years from the date that the site is finally stabilized.This period may be extended by the
NYSDEC,at its sole discretion, at any time upon written notification.
1P�� �i�Vrf 5. ,1 1 lk_)H „aXld 1 )r�d� f,. 1 ,
A summary of the responsibilities and obligations of all parties involved with compliance with the
NYSDEC SPDES General Permit GP-0-20-00 conditions is outlined in the subsequent sections. For a
complete listing of the definitions, responsibilities, and obligations, refer to the SPDES General Permit
GP-0-20-001 presented in Appendix J.
7.1 Owner's/Operator's Responsibilities
1. Ensure that control measures are selected,designed, installed, implemented and maintained to
minimize the discharge of pollutants and prevent a violation of the water quality standards,
meeting the non-numeric effluent limitations in Part I.13.1.(a)-(f)of the SPDES General Permit and
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in accordance with the New York State Standards and Specifications for Erosion and Sediment
Control, dated November 2016.
2. Retain the services of a "Qualified Inspector" or "Qualified Professional" as defined under
Section 2.1, to provide the services outlined in Section 2.5 "Qualified Inspector's/Qualified
Professional's Responsibilities."
3. Retain the services of a "Qualified Professional," as defined under Section 2.1, to provide the
services outlined in Section 2.3"Owner's/Operator's Engineers Responsibilities."
4. Have an authorized corporate officer sign the Owner/Operator Certification Form to accompany
the eNOL A copy of the completed NOI is included in Appendix B.
5. Submit the electronic version of the NOI (eNOI) along with the MS4 SWPPP acceptance form
using the NYSDEC's website(,bLtL)./. J�n ggyLcherriig:dJZA,3133.htmi).
6. Pay the required initial and annual fees upon receipt of invoices from NYSDEC. These invoices
are generally issued in the fall of each year. The initial fee is calculated as $110.00 per acre
disturbed plus $675.00 per acre of net increase in impervious cover, and the annual fee is
$110.00.
7. Prior to the commencement of construction activity, identify the contractor(s) and
subcontractor(s) that will be responsible for implementing the erosion and sediment control
measures described in this SWPPP. Have each of these contractors and subcontractors identify
at least one "Trained Contractor", as defined under Section 2.1 that will be responsible for the
implementation of the SWPPP. Ensure that the Contractor has at least one"Trained Contractor"
on site on a daily basis when soil disturbance activities are being performed.
8. Schedule a pre-construction meeting which shall include the Town of Ithaca representative,
Owner's/Operator's Engineer, Qualified Inspector, Contractor, and their sub-contractors to
discuss responsibilities as they relate to the implementation of this SWPPP.
9. Require the Contractor to fully implement the SWPPP prepared for the site by the
Owner/Operator's Engineer to ensure that the provisions of the SWPPP are implemented from
the commencement of construction activity until all areas of disturbance have achieved final
stabilization and the Notice of Termination (NOT) has been submitted to the NYSDEC.
10. Forward a copy of the NOI Acknowledgement Letter received from the regulatory agency to the
Owner's/Operator's Engineer for project records, and to the Contractor for display at the
construction site.
11.Maintain a copy of the General Permit(GP-0-20-001),NOI,NOI Acknowledgement Letter,SWPPP,
MS4 SWPPP Acceptance Form, inspection reports,Spill Prevention, Countermeasures, Cleanup
("SPCC") Plan, and all documentation in accordance with Part LF.8.a.-d of GP-0-20-001
necessary to demonstrate eligibility with the permit at the construction site, until all disturbed
areas have achieved final stabilization and the NOT has been submitted to the NYSDEC. Place
documents in a secure location that must be accessible during normal business hours to an
individual performing a compliance inspection.
12.Submit a Notice of Termination (NOT) form (see Appendix B) within 48 hours of receipt of the
Owner's/Operator's Engineer's certification of final site stabilization to the following:
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NOTICE OFTERMINATION
NYS DEC, Bureau of Water Permits
825 Broadway,4mFloor
Albany, New York 12233-36O5
Town ofIthaca
215 North 7loga Street
Ithaca, New Yor1485O
13. Requ*ct and receive all SWPPP records from the Owner's/Operator's Engineerand archive those
records for o minimum of five(5)years after the NOT isfiled.
14.The NOI,SWPPP,and inspection reports required by GP-0-20-001 are public documents that the
Owner/Operator must make available for review and copying by any person within five (5)
business days of the Owner/Operator receiving a written request by any such person to review
the NO|. SVVPPP, or inspection reports. Copying of documents will be done at the requester's
expense.
15.The Owner/Operator must keep the SVVPPP current sn that bat all times accurately documents
the erosion and sediment controls practices that are being used or will be used during
construction.A1m minimum,the Owner/Operator shall amend the SVVPPP,including construction
drawings:
a) Whenever the current provisions prove to be ineffective in minimizing pollutants in
atormwaber discharges from the project site;
b) Whenever there is a change in design,construction,or operation at the construction site
that has Vr could have mn effect on the discharge of pollutants; and
o) To address issues or deficiencies identified during an inspection by the "Qualified
Inspector,"the Department, or other Regulatory Authority.
d) To document the final construction conditions.
16.VVhen property ownership changes or when there is a change in operational control over the
construction plans and specifications,the original owner or operator must notify the new owner
or operator,in writing,of the requirement to obtain permit coverage by submitting a NO[with the
Department. For construction activities subject tothe requirements ofa regulated, traditional
land use control MS4,the original owner or operator must also notify the MS4, in writing, of the
change in ownership at least 30 calendar days prior to the change in ownership.
a) Once the new owner or operator obtains permit coverage,the original owner or operator
shall then submit a completed NOT with the name and permit identification number of
the new owner or operator to the Department atthe address /n Part||.B.1,of the permit.
If the original owner or operator maintains ownership of portion of the construction
activity and will disturb soil,they must maintain their coverage under the permit.
b) Permit coverage for the new owner or operator will be effective as of the date the
Department receives complete NO|, provided the original owner or operator was not
subject to a sixty (60) business day authorization period that has not expired as of the
date the Department receives the NO|from the new owner oroperator.
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7.2 Owner's/Operator's Engineer's Responsibilities
1. Prepare the SWPPP using good engineering practices, best management practices, and in
compliance with all federal,state, and local regulatory requirements.
2. Prepare the electronic Notice of Intent (eNOI) (see Appendix B) and sign the "SWPPP Preparer
Certification Form." Forward the Owner/Operator Certification Form to the Owner/Operator for
signature.
3. Provide copies of the SWPPP to the Town of Ithaca once all signatures and attachments are
complete.
4. Enter Contractor's information in Section 2.5"SWPPP Participants"once a Contractor is selected
by the Owner/Operator.
5. Participate in a pre-construction meeting which shall include the Town of Ithaca representative,
Owner/Operator, Qualified Inspector, Contractor, and all subcontractors to discuss
responsibilities as they relate to the implementation of this SWPPP.
6. Update the SWPPP each time there is a significant modification to the pollution prevention
measures or a change of the principal Contractor working on the project who may disturb site
soil.
7.3 Contractor's Responsibilities
1. Sign the SWPPP Contractor's Certification Form contained within Appendix B and forward to the
Owner's/Operator's Engineer for inclusion in the Site Log Book.
2. Identify at least one Trained Contractor that will be responsible for implementation of this
SWPPP. Ensure that at least one Trained Contractor is on site on a daily basis when soil
disturbance activities are being performed.The Trained Contractor shall inspect the erosion and
sediment control practices and pollution prevention measures being implemented within the
active work area daily to ensure that they are being maintained in effective operating conditions
at all times. If deficiencies are identified, the contractor shall begin implementing corrective
actions within one business day and shall complete the corrective actions in a reasonable time
frame.
3. Provide the names and addresses of all subcontractors working on the project site. Require all
subcontractors who will be involved with construction activities that will result in soil disturbance
to identify at least one Trained Contractor that will be on site on a daily basis when soil
disturbance activities are being performed; and to sign a copy of the Subcontractor's
Certification Form contained within Appendix B,then forward to the Owner's/Operator's Engineer
for inclusion into the Site Log Book. This information must be retained as part of the Site Log
Book.
4. Maintain a Spill Prevention and Response Plan in accordance with requirements outlined in
Section 5 of this SWPPP. This plan shall be provided to the Owner's/Operator's Engineer for
inclusion in the Site Log Book, prior to mobilization on-site.
5. Participate in a pre-construction meeting which shall include the Town of Ithaca representative,
Owner/Operator, Owner's/Operator's Engineer, Qualified Inspector, and all subcontractors to
discuss responsibilities as they relate to the implementation of this SWPPP.
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6. If Contractor plans on utilizing adjacent properties for material, waste, borrow, or equipment
storageareas,or if Contractor plansto engage in industrial activity other than construction(such
as operating asphalt and/or concrete plants) at the site, Contractor shall submit appropriate
^ documentation to the Owner's/Operator's Engineer so that the SVVPPP can be modified
according|y.
7. Implement site stabilization,erosion and sediment control measures,and other requirements of
the SVVPPP'
8. In accordance with the requirements in the most current version of the NYS Standards and
Specifications for Erosion and Sediment Control, conduct inspections of erosion and sediment
control measures installed at the site to ensure that they remain in effective operating condition
at all times. Prepare and retain written documentation of inspections as well as of all
repairs/maintenance activities performed.This information must be retained as part of the Site
Log Book.
9- Begin implementing corrective actions within one (1) business day of receipt of notification by
the Qualified Inspector/Qualified Professional that deficiencies exist with the erosion and
sediment control measures employed o1 the site.Corrective actions shall be completed within a
reasonable time frame.
1D.Maintain o record of the dete(s)and |ooatimn(s)that soil restoration is performed in accordance
with the accompanying plans and NYSDEC Division ofVVater's publication "Deep-Ripping and
Decornpaction.~ dated April 2008. A copy ofthis is publication is provided in Appendix H. The
record that is to be maintained aheU be m copy of the overall site grading plan delineating the
area(e)and date(s)that the soil was restored.
11.Upon completion of all construction at the site, the contractor responsible for overall SVVPPP
Compliance shall sign the certification on their Contractor Certification Form indicating that: a.)
all temporary erosion and sediment control measures have been removed from the site, b.)the
on-site soils disturbed by construction activity have been restored in accordance with the SWPPP
and the NYSDEC Division ofVVatar'a publication "Oaep-Ripping andOeoompaotion".
7,4 [}ua|if|ed Inspector's/Qualified Professional's Responsibilities
1. Participate in a pre-construction meeting with the Town of Ithaca representative,
Owner/Operator, Owner/Operator's Engineer, Contractor, and their subcontractors todiscuss
responsibilities as they relate tn the implementation ofthis SVVPPP.
2, Conduct an initial assessment of the site prior to the commencement of construction and certify
inmn inspection report that the appropriate erosion and sediment control measures described
within this 8VVPPP have been adequately installed and implemented to ensure overall
preparedness of the site.
3' Provide on-site inspections to determine compliance with the SVVPPP. Because this project
involves the disturbance of greater than five (5) acres of soil at anyone tirne, site inspections
shall occur at an interval of at least twine every seven (7) calendar days for as long as greater
than five(5) acres of soil remain disturbed, with the inspections separated by minimum of at
least two (2) full calendar days. A written inspection report shall be provided to the
Ovvner/Operatorand general contractor within one business day ofthe completion of the
inspection,with any deficiencies identified.A sample inspection form is provided in Appendix F.
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4. Prepare an inspection report subsequent to each and every inspection that shall
include/address the items listed in Part IV.CAa-k of GIP-0-20-001. Sign all inspection reports
and maintain on site with the SWPPP.
5. Notify the owner/operator and appropriate contractor or subcontractor of any corrective actions
that need to be taken.
6. Prepare a construction Site Log Book to be used as a record of all inspection reports generated
throughout the duration of construction. Ensure that the construction Site Log Book is
maintained and kept up-to-date throughout the duration of construction.
T. Review the Contractor's SWPPP records on a periodic basis to ensure compliance with the
requirements for daily reports,soil restoration, inspections, and maintenance logs.
8. Prepare, the Notice of Termination (NOT). The Qualified Professional shall sign the NOT
Certifications A (Final Stabilization) and forward the NOT to the Owner/Operator for signature
on Certification Vill (Owner/Operator Certification).
9. Transferthe SWPPP documents,along with all NOVs,permit certificates, NOT's,construction Site
Log Book, and written records required by the General Permit to the Owner/Operator for
archiving.
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7.5 SWPPP Participants
1. Owner's/Operator's Engineer': Michael Mishook, PE
LaBella Associates, IDPC
100 West Water Street,Suite 101
Elmira, NY 14901
Phone: (607) 734-8492
2. Owner/Operator 2: Michael Stewart
Cornell University
121 Humphreys Service Building
Ithaca, NY 14853
Phone: (607)351-7372
3. Contractor3,6: Name and Title:
Company Name:
Mailing Address:
Phone:
Fax:
Refer to Appendix 8for the SWPPP Preparer Certification Form.
Refer to Appendix 8for the Owner/Operator Certification Form.
'Refer to Appendix 8for Contractor and Subcontractor Certification Form.
Contractor's information to be entered once the Contractor has been selected.
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