PB Submission PAUL E.PONTIFF BARTLE-FT, PONTIFF, SITAVART & Riiom,:s, 11'.C.
ALAN R.Rnow.'s
RoRE'R-1 S.MCMILLEN A'ii,oizNE),s AT LVNv BRIAN C.BomE
P1111,111 C.WIN]IRE P.O. 13OX 2168
MARK A.I,E 13 0 W ITZ ONE WASHINGTON STREET
I LAV RENCE PAIA'ROWIIZRICIJARD,L BARTLETT
VIALCOUm B.011ARA GLENs FAi.,t,s, Ntw YORK 12801-2168 1926-2015
PA MICIA E.WATKINS ROBER-I S.STEWART
1932-2001
VLRK E.CERASANO
BRUCE 0.LIPINSKI TFAAAMONE(5,18)792-2117 BERTRAM J.DUKE
PAULA NADEAU W,,RuRE FAX(518)792-3309 1916-1999
JONATHAN C.
LAPPE.R E M A I L
BENJAMIN 11.PRATT,JR. WEBSITE,
III"�Conl
EILEEN M.HAYNES
lvmi,s R.BURKE-1-1 SERVICE BY FACSIMILE NOT ACCEPTED
SFETANIE DILALLO BITTER
KARLA NVILLIAms BuETTNER
ELIS,%Bi,''rii B.MAHONEY
JOIN D.WRIGHT
JESSICA 11UGABONE VINSON
May 15, 2015
Chris Hunsinger, Chairman
Queensbury Planning Board
742 Bay Road
Queensbury, NY 12804
Re: Site Plan 17-2015 & Special Use permit 18-2015
Kim Polunci -Tails Wag Inn
21 Blind Rock Road.
Dear Chairman Hunsinger:
On behalf of the applicant, Kiln POlUnci, I am hereby revising the pending request to modify the Site
Plan and Special Use Permit.
As a result ofthe discussions with the Planning Board and Zoning Board last month, the site plan has
been revised to eliminate the necessity for an area variance. The new structures will now be located in
conformance with the applicable set backs. Additionally, all Outdoor fenced-in areas have been eliminated. All
activities will now occur indoors.
The request to modify the Special Use Permit conditions in also hereby being reduced. Instead of
removing the limitation on the number of dogs, the applicant requests that the number of dogs at the kennel
increases from 30 to 40 and the number of dogs at the new SPCA facility be limited to a maximum of 15. We
believe that this modified request is responsive to the issues raised by Board members and the public. 1-ocating
the SPCA facility at Tails Wag Inn will allow Tails Wag Inn staff to care for the SPCA animals and therefore
reduce costs. This Should be beneficial to the entire C0111111I.Enity.
Very truly yours,
BARTLETT, PONTIFF, STEWART
& RHODES, P.C.
By:
Jonathan C. La per, Esq.
Dirk A#: (518) 832-6434
Diret Fax #: (5 18) 824-1034
Direit E-Mail: jet( bpsi-law.corn
Cc: Tom Hutchins, P.F.
Kim Polunci
P
General Information
Tax Parcel ID: 289.15-1-1.1
Zoning District: RR-3A
Lot size: 20.13 ACRES
Current Use: DOG&CAT DAYCARE&BOARDING FACILITY
Proposed Use: EXPANSION OF EXISTING FACILITIES FOR EXISTING USE&TO INCLUDE ANIMAL
RESCUE
Project Location: 21 BLIND ROCK ROAD
pp
A IlCant Name KIMBERLEE POLUNCI FAddress: 5 BLACKBERRY LANE
QUEENSBURY NY 12804
Home Phone (518)744-4872
...�.................. ..Work Phone
. ......................... . .....m .......... w ...._......_......
E-Mail: TAILSWAGINN@YAHOO.COM
Agent's Name: HUTCHINS ENGINEERING _ Address: 169HA IL NROAD
�IT mmmmmmIT
12804
Home Phone _ I Cell:
Work Phone (518)745-0307 Fax (518)745-0308
E-mail THUTCHINS@HUTCHINSENGINEERI G.COM
Owner's Name: (SAME AS APPLICANT) Address
Home Phone Cell
Work Phone Fax
E-mail
Site Plan Review Revised March 2014 2
Town of Queensbury Planning Office-742 Bay Road• Queensbury,NY 12804.518-761-8220
Site Development Data
Area/Type Existing sq.ft. Proposed Total sq.ft.
Addition sq.ft.
A. Building footprint 2,780 6,695 9,475
- -�_ .......... _.�_.._
B. Detached Garage
_._..............................
C. Accessory Structure(s) I
80 .... 80
D. Paved, gravel or other hard surfaced area 33,375 5,790 39,165
_E.___._.....�__..-_..___.. .__._.
Porches/Decks
F. Other(i.e. boathouse,sun deck, etc.) .. . . .�I
G.Total Non-Permeable d A-F] _
36,235 12,485 48,720
H..Parc _.. ...... 560
[43.. .5. ... ft./ .. M..._
Parcel Area qacre]
877,062 0 877,062
I. Percentage of Impermeable Area of Site [I=G/H] 4.13% 1.42% 5.55%
Setback Requirements
Area Required Existing Proposed
�..�
Fro.nt[_._-m11] .... 50'RR-3A/200'KENNE.. ....... ._..-_
..._. .. ...._.
L 569' 553'
Front[2]
Shoreline
Side Yard [1] -
EAST 30'RR-3A/200'KENNEL 412' 387 "
Side Yard [2]
WEST 30'RR-3A/200'KENNEL 989' 893'
Rear Yard [1] 30'RR-3A/200'KENNEL 316' 208'
SOUTH
Rear Yard[2] 30'RR-3A/200'KENNEL 200' 200"
NORTH
Travel Corridor
Height[max] 40, zo' � 28'
--
Permeability 75.00% 95.87% 94.45%
_ ... .. ....
No. of parking spaces 9 7 12
Site Plan Review Revised March 2014 3
Town of Queensbury Planning Office-742 Bay Road.Queensbury,NY 12804.518-761-8220
Additional Project Information
1. Will the proposal require a Septic Variance from the Town Board of Health? No
2. If the parcel has previous approvals, list application number(s): SUP 15-2009
3. Does this project require coverage under the NYS DEC Stormwater Pollution Prevention Program?
YES
4. Estimated project duration: Start Date7/1/2015 End Date 11/15/2016
5. Estimated total cost of project: $200,000.00
6. Total area of land disturbance for project: ,. 14 ACRES
Floor Area natio Worksheet
FL \bby
TIO (FAR) -- The relationship of building size to lot size, derived by /[FARJ
ding
floot size in square feet, yielding a percentage.
Zoning District Symbol .. Floor Area
Waterfront Residential WR 0.22
Commercial Moderate/Com cial Intensive'm . CM /Cl 0.3
Main Street�_�� mm.�__._ . ..MS .___ .. .3
A. The combined area of all square footage, as easure from exterior w of all structures on the property, including all
floors of the structures, garages, basements dattics with mor han five (5) feet of ceiling height and covered
porches. Building square footage does not inclu Open deck ocks and that portion of covered docks extending
over water and one storage shed of one hundred enty (1 ) square feet or less. Any additional sheds will be
included. (See"FLOOR AREA RATIO").
B. Commercial or industrial: the total area in square feet an e ured from the exterior of the outside walls of a building
or structure, and when applicable, the sum total of all or area of the principal and accessory buildings or structures
on the project site.
........ .......... _
arcesq.ft....
A. Pl rea
A
�_. �. 'seeabove definition]
B. E;xistin Floor Area
C. Pro ased Additional Floor ea
a
D.fLgposed Total Floor ea sq. ft.
F or Area (Area x [see ove table]
E. Total Allowable _v
If D is larg than E, a variance or revisions to your plan may be needed. Please co telt
w/Staff.
Site Plan Review Revised March 2014 4
Town of Queensbury Planning Office-742 Bay Road •Queensbury, NY 12804 518-761-8220
§ 179-9-080 Requirements for Site Plan Approval. The Planning Board shall not approve a Site Plan unless it
first determines that such site plan meets the following Standards. Please prepare responses to each of the following
topics.
STANDARDS
h the policies of the Town's Comprehensive Plan.
A. TF��pr—opos..-e-d-pr—oje.�ctftjiih—ersori-s-const st—aiitwit..'
BThe p'rnpos"_e'd' project complies with all other reqjiirements of t1iis Chapter,including the site plan review standards as set forth in Paragraph F
of this section,the dimensional,bulk,and density regulations of the zoning district in which it is proposed to be located(Article 3 and Table 1),
the applicable requirements of all other Articles that apply.
C. The site plan encourages pedestriall activity intema[ly and,11 pracUcable,to and from the site with pedestrian paths or sidewalks connected to
adjacent areas.
mm D. The siteplan must conform to Chapter 136 Sewage arid Sewage Disposal, Chapter liV7 Stormwater Management Local Law, and other
applicable local laws.
... .........
* the proposed iise shall be be in harmony with the general purpose or intent of this Chapter,specifically taking into account the location,character
and size of the proposed use and the description and purpose of the district In which such use is proposed,the nature and intensity of the
activities to be involved in or conducted in connection with the proposed use and the nature and rate of any increase in the burden on
supporting public services.and facilities which will follow the approval of the proposed use.
..........
* The establishment,maintenance and operation,of the proposed use will not create public hazards from traffic,traffic congestion or the parking
of vehicles and/or equipment or be otherwise detrimental to the health, safety or general welfare of persons residing or working in the
neighborhood or to the general welfare of the town.Traffic access and circulation, road intersections,road and driveway widths,and traffic
controls will be adequate.
G. Off-street parking and loading faOitles will be appropriately Rated and arranged and sufficient to meet traffic anticipated to be generated by
the new use. The establishment of vehicle links between parking areas of adjacent properties are provided where feasible. This furthers the
Town's goal of reducing curb cuts and reducing congestion. A twenty-foot wide connection is required. If adjacent properties are either
undeveloped or previously developed without having made provision for future linkage, then a future connection must be identified and
provided for in the site plan under review for such future linkage when the time arises_ The Planning Board may require proof that the
applicant has made contact with adjacent prop"owners for purposes of coordinating linkages with adjacent properties.
H. The project shall not have an undue adverse impact upon the natural,scenic,aesthetic,ecological.wdtftife,historic,recreational or open space
resources of the town or the Adirondack Park or upon the adequate provision of supporting facilities and services made necessary by the
project,taking into account the commercial, industrial, residential, recreational or other benefits that might be derived from the project. In
making the determination hereunder,the Planning Board shall consider those factors pertinent to the project contained in the development
considerations set forth herein under§179-9-080 of this chapter,and in so doing,the Planning Board shall make a net overall evaluation of
the project in relation to the development objectives and general guidelines set forth in§179-9-080 of this Article.
t. be provision,for and arrangement of pedestrian traffic access and circulation,walkway structures,control of intersections with vehlautartrafflo
and overall pedestrian convenience shall be safe and adequate for pedestrian movement Pedestrian connections between adjacent sites
shall be provided to encourage pedestrian use.
�_ Slor�mwaler dr�alniq_�-6,3fitj-e--s-- will prevent an increase of post development drainage flows as compared to pro;-development drainage flows.
Drainage of the site shall recharge ground water to the extent practical. Surface waters flowing off-site shall not degrade any streams or
adversely affect drainage on adjacent properties or public roads. Facilities shall be in conformance with the drainage standards of Chapter
147 of the Town Code and the Town of Queensbury Subdivision Regulations where applicable.
—
K� The water supply and sewage disposal facilities will be adequate anIII meet all applicable and current requirements set forth by Department
of Health regulations and Chapter 136 of the Town Code.
L, The adequacy, type and arrangement of trees, shrubs and other suitable plantings, landscaping and screening shall effectively provide a
visual and/or noise buffer between the applicants and adjoining lands, Including the maximum retention of existing vegetation and
maintenance,Including replacement of dead or deceased plants.
K Fire lanes,emergency zones,and fire hydrants wilt be adequate and rneet the needs and requirements of emergency service providers,
N. The design of structures, roadways nand la dsoaping to areas susceptible to ponding, flooding and/or erosion will minimize:or avoid such
impacts to the maximum extent practicable.
O. The site plan conforms to the design standards,4indscaping standards and pertornmanc standards of this chapter.
Site Plan Review Revised March 2014
Town of Queensbury Planning Office-742 Bay Road-Queensbury, NY 12804.518-761-8220
Applicant: Kimberlee Polunci
Site: 21 Blind Rock Road,Tax Map ID: 289.15-1-1.1
179-9-080 Responses to standards questions A-0
A. This site involves a commercial use (kennel), in a Rural Residential Zone,this use is allowed
under a Special Use Permit.
B. The proposed project as presented is believed to be in compliance with applicable code
parameters.
C. The proposed project has been designed to allow internal pedestrian activities as necessary
and applicable to this type of use.
D. The proposed project has been designed to be in compliance with Chapters 136 and 147 as
applicable. Specifically, stormwater management in accordance with NYSDEC standards is
provided for the site.
E. The proposed project has been designed to be in harmony with the general purpose or
intent of this Chapter.
F, The proposed project has been designed to be in compliance with principles of good site
access,traffic flow,and safety and general welfare of the neighborhood.
G.. The proposed project has been designed with the intent to provide safe, adequate, and
functional off-street parking and loading facilities.
K The proposed project has been designed to not impact natural, scenic, aesthetic ecological,
wildlife,historic,recreational or open space resources of the Town.
1. Circulation between the buildings is maintained within the subject parcel owned by the
applicant; aside from an additional parcel owned by the applicant, there are no additional
neighboring parcels which are appropriate to provide pedestrian connections.
j. The proposed project has been designed to recharge site runoff to groundwater through
appropriate NYSDEC stormwater management practices. The proposed project has been
designed to be in compliance with Chapter 147 as applicable.
K. Presently, no additional water supplies or wastewater systems are proposed for the new
storage buildings.
L. The proposed project has been designed to maintain vegetated buffers to the neighboring
parcels and the existing vegetation and landscaping over the existing buildings will be
maintained.
M. The project has been designed in effort to meet the needs of emergency service providers
adequately.
N. The site grading and drainage provisions have been developed with the intent of avoiding
flooding and ponding with the exception of areas required for stormwater controls.
0. The site has been designed with the intent of maintaining the existing vegetation and
landscaping as feasible.
Applicant: Kimberlee Polunci
Site: 21 Blind Rock Road,Tax Map ID: 289.15-1-1.1
179-10-060 Responses to standards questions A-F Special Use Permit
A. The proposed project has been designed to be in harmony with the intent of the Town's
Comprehensive Plan and to promote the general health, welfare and safety of the town
and it's residents.
B. The proposed project's use is compatible with the character of the neighborhood,
zoning district and the surroundings, as it is an expansion of the Tails Wag Inn facility,
situated upon a large parcel with wooded buffers along all neighboring parcels.
C. The proposed project has been designed to provide safe and efficient access and
internal circulation for the clients and their vehicles. The parking will be expanded to
accommodate the expansion and increase in business.
D. Sufficient infrastructure and services will be provided for the expanded facilities. The
necessary infrastructure presently exists and will be expanded to the new buildings.
E. The proposed project has been designed to be compatible with the environmental
setting, as the expansion situated adjacent to the existing facilities and the buffers to
adjacent parcels will be maintained. In addition, the project will provide stormwater
management practices and erosion control practices for the disturbed areas.
F. The proposed project will provide long-term pet care and animal rescue services for the
community and will provide employment and volunteer opportunities.
§ 779-9-050 Application for Site Plan Review
Absent any waiver or waivers, an application for Site Plan Review shall include the following:
REQUIREMENTS
A
-A-vicinity map drawn at the scale that shows the relationship of the proposal to existing community facilities which affect or serve it,
such as roads, shopping areas, schools, etc. The map shall also show all properties, identify owners, subdivisions, streets, and S1
easements within 500 feet of the property. Such a sketch may be superimposed on a United States Geological Survey map of the
area.
B such other scale as the Planning �._...
The site plan shall be drawn at ascale of forty feet to the inch(1'-40 feet)or s �
- nning Board may deem
appropriate,on standard 24"x 36'sheets,with continuation on 8%2'x 11"sheets as necessary for written information. The information S2,S3
listed below shall be shown on the site plan and continuation sheets.
... _._. _.� _- ..... .. �
C Name of the project,boundaries,date,north arrow,and scale of the plan. ALL
I Name and address of the owner of record,developer,and seal of the engineer,architect or landscape architect. If the applicant is not
ALL
the record owner,a letter of authorization shall be required from the owner
E ...._ � 9 proposed roe including a .-.�.. ...-
The location and use of all existing and structures within the
property,rty,' g II dimensions of height and floor area,all
exterior entrances,and all anticipated future additions and alterations. S1,52
_
F ...... ....
The location of all present and proposed public and private ways off-street parking areas driveways, outdoor storage areas,
sidewalks,ramps,curbs,paths,landscaping,walls,and fences. Location,type,and screening details for all waste disposal containers S1,S2
shall also be shown.
,,,
,,,
The locationheightintensity,and bulb type(sodlumincandescentetc.)of all external lighting fixtures.G res. The direction of illumination
and methods to eliminate glare onto adjoining properties must also be shown in compliance with§179-6-020. S2
The location,height,size,materials,and design of all proposed signs. EXISTING
.. of all P proposed.... utility systems including:
1. Sewage or septic system;
2. Water supply system; EXISTING
3. Telephone,cable,and electrical systems; and S1
4. Storm drainage system including existing and proposed drain lines, culverts,catch basins, headwalls, endwalls,hydrants,
manholes,and drainage swales.
Plans to prevent the pollution of surface or groundwater, erosion of soil both during and after construction,excessive runoff, and
flooding of other properties, as applicable. A Stormwater Pollution Prevention Plan (SWPPP) for all land development activities
(excluding agricultural activities) on the site that results In land disturbance of 1-acre or more. A SWPPP shall comply with the
requirements of the DEC SPDES MS-4 General Permit and Chapter 147 of the Town of Queensbury Code. It shall be at the S2,S3
discretion of the Planning Board as to whether a SWPPP or an erosion and control plan shall be required for a site plan review project
land disturbance of less than 1-acre.
K Existing and proposed topography at two-foot contour Intervals,or such other contour interval as the Planning Board shall allow. All
elevations shall refer to the nearest United States Coastal and Geodetic Bench Mark. If any portion of the parcel is within the 100-
year floodplain,the area will be shown,and base flood elevations given. Areas shall be indicated within the proposed site and within S3
50 feet of the proposed site where soil removal or filling Is required,showing the approximate volume in cubic yards.
A landscape plan showing all existing natural land features that may influence the design of the proposed use such as rock outcrops,
stands of trees, single trees eight or more inches in diameter,forest cover,and water sources, and all proposed changes to these S3
features including sizes and types of plants. Water sources include ponds, lakes,wetlands and watercourses,aquifers,floodplains,
and drainage retention areas.
_
M
Land Use District boundaries within 500 feet of the site's perimeter shall be drawn and identified on the site plan, as well as any S1
Overlay Districts that apply to the property.
Site Plan Review Revised March 2014 6
Town of Queensbury Planning Office-742 Bay Road•Queensbury, NY 12804.518-761-8220
m . REQUIREMENTS C _...�.�..._._._._...� ....___...m......._._- ..
ONTINUED Sheet#
N Traffic flow patterns within the site,entrances and exits,and loading and unloading areas,as well as curb cuts on the site and within
100 feet of the site. The Planning Board may,at its discretion,require a detailed traffic study for large developments or for those in
heavy traffic areas,which shall include:
1. The projected number of motor vehicle trips to enter or leave the site, estimated for weekly and annual peak hour traffic
levels; S1,S2
2. The projected traffic flow pattern including vehicular movements at all major intersections likely to be affected by the
proposed use of the site;
3. The impact of this traffic on levels of service on abutting public streets and at affected intersections. Existing and proposed
weekly and annual peak hour traffic levels and road capacity levels shall also be given.
O For new construction or alterations to any structure,a table containing the following information shall be included:
1. Estimated area of structure to be used for particular purposes such as retail operation,office,storage,etc.;
2. Estimated maximum number of employees; S2
3. Maximum seating capacity,where applicable;and
4. Number of parking spaces existing and required for the intended use.
P 1. Floor Plans.
2. Elevations at a scale of one-quarter inch equals one foot(114°=1 foot)for all exterior facades of the proposed structure(s)and/or S5
alterations to or expansions of existing facades,showing design features and indicating the type and color of materials to be used.
Q supply percolation test results,and storm runoff calculations, as needed to determine ITIT
Soil logs,water su I well and p and mitigate project --..-
impacts.
Plans for disposal of construction and demolition waste,either on._..._.__._ .. .cil _-..---- ..
R p -site or at an approved disposal facility. -----
Plans for snow removal,including location(s)of on-site snow storage. S3
An Environmental Assessment Form EAF",as required b the SEQRA regulations,T (° ) required y g ns,with Part 1 completed by the Applicant shall be
submitted as part of the application. If the proposed project requires a special use permit and an EAF has been submitted in APP
conjunction with a special use permit application,a duplicate E4F is not required forthe site plan application..
U If an application is for parcel or part � h more than one use isro proposed,the
els on whit _.
pp p p p applicant may submit a single application for
all such uses provided the proposed uses are accurately delineated on a site plan drawn pursuant to the requirements set forth
above. The Planning Board may grant the application with respect to some proposed uses and not others. For purposes of reviewing COVER
an application (and for SEQRA compliance) all proposed uses on a single parcel or on contiguous parcels shall be considered
together.
_.. . _ .®._..............._ . .....
V A brief narrative statement on how the project proposed for review furthers or is consistent with the vision,goals and policies in the
Town's Comprehensive Plan. COVER
Site Plan Review Revised March 2014 7
Town of Queensbury Planning Office-742 Bay Road•Queensbury, NY 12804.518-761-8220
Pre-Submission Conference Form 1'179-4-0401
1. Tax Map ID 289.1 i.i
2. Zoning Classification RR-3A
3. Table of Allowed Uses t4R-7 RV
.e AM-I iA 2a�,A is subject to Site Plan Review
4. Ordinance Section# I �q 2,-L)`0 4-SU
5. Pre-Submission Meeting Notes; Outstanding Items To Be Addressed Include:
Deed Yes No
General Information complete /Yes No
Site Development Data Complete ✓Yes No
Setback Requirements Complete ✓Yes No
Additional Project Information Complete Yes No
`Coverage under DEC SWPPP Program X77✓Yes No
FAR Worksheet complete Yes No
Standards addressedYes No
Checklist Items addressed —70 Yes No
Environmental Form completed Yes No
Signature Page completed Yes No
..
'?tom ' ..Tyt ��4 �
1
f"3 z G . ..
__.
�,
�d 0, m . l(tCC t 0'-" Mr., &crCJ4--arc
� C rt '°
t / >
/[`
JL
" , ticara rnu r vl e office with NotpcJnt nt l�Ot WI PP Acc . t� p For OF Ie t r h s .ai'n .pc�r�ar�6t nu(Oi�ar.
No�ice of Termination NOT �Q
Staff Representative:
Applicant/Agent:
Date:
Site Plan Review Revised March 2014 S
Town of Queensbury Planning Office,742 Bay Road•Queensbury,NY 12804.518-761-8220
617.20
Appendix B
Short Environmental Assessment Form
Instructions for Comaletine
Part 1-Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses
become part of the application for approval or funding,are subject to public review,and may be subject to further verification.
Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully
respond to any item,please answer as thoroughly as possible based on current information.
Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful
to the lead agency;attach additional pages as necessary to supplement any item.
Part 1-Project and Sponsor Information
Name of Action or Project:
TAILS WAG INN EXPANSION
Project Location(describe,and attach a location map):
21 BLIND ROCK ROAD,TOWN OF QUEENSBURY,WARREN COUNTY
Brief Description or I�Iroposcd Action:
EXISTING DOG&CAT DAYCARE&BOARDING FACILITY PROPOSES TO EXPAND THEIR FACILITIES
Name of Applicant or Sponsor: Telephone: (518)744-4872
KIMBERLEE POLUNCI F--Mail:TAILSWAGINN@YAHOO.COM
Address:
5 BLACKBERRY LANE
City/PO: State: Zip Code:
QUEENSBURY NY 12804
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 governmental Agency? NO YES
If Yes,list agency(s)name and permit or approval:
TOWN OF QUEENSBURY PLANNING BOARD FOR SITE PLAN REVIEW AND SPECIAL USE PERMIT; V
TOWN OF QUEENSBURY BUILDING PERMIT
3.a.Total acreage of the site of the proposed action? 20.13 acres
b.Total acreage to be physically disturbed? 1.25 acres
c.Total acreage(project site and any contiguous properties)owned
or controlled by the applicant or project sponsor? 21.38 acres
4. Check all land uses that occur on,adjoining and near the proposed action.
❑Urban ❑Rural(non-agriculture) ❑Industrial dCommercial dResidential(suburban)
❑Forest ❑Agriculture ❑Aquatic ❑Other(specify):
❑Parkland
Page 1 of 4
5. Is the proposed action, NO VE N1A1A
a. permitted use under the zoning regulations?
........ ... ✓ _.
b.Consistent with the adopted comprehensive plan?
6. Is the proposed action consistent with the predominant character of the existing built or natural
landscape?
d5
7. Is the sttepro.-posed m � does it ad`c)in,a state listed CriticallEEnvironmental Areas NO YES
If Yes,identify:
the action located m or � �....�.
8. a.Will the proposed action result in"_a substantial increase in traffic above present levels? NO YES
b.Are public transportation service(s)available at or near the site of the proposed action?
c.Are any pedestrian accommodations or bicycle routes available on or near 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:
.'...
10. 'a4"pli the proposed action connect to an existing l��sblic.Pprivate water supply? NO YES
If Yes,does the existing system have capacity to provide service?
❑NO[9 YES
If No,describe method for providing potable water: ✓
t_ .
11.Will the proposed action connect to existing wastewater utilities? ' NO YES
If Yes,does the existing system have capacity to provide service? Ed NO❑YES
If No,describe method for providing wastewater treatment: EXPANSION OF EXISTING SYSTEM ✓
12. a.PDoeslaces?site contain a structure that is listed on either the State orNational Register of Historic .... ..NO YES
b.Is the proposed action located in an archeological sensitive area?
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? ✓
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:
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 EJ Agricultural/grasslands ❑Early mid-successional
❑ Wetland ❑Urban ❑Suburban
�..i
15.Does the site of the- propop osed action contain any species of animal,or associated habtats,listed NO YES
by the State or Federal government as threatened or endangered?
16.Is the project site located in the 100 year flood plain? NO YES
17.Will the proposed action -�
proposed _create storm water discharge,either from point or non-point sources? NO YES
If Yes,
a.Will storm water discharges flow to adjacent properties? 121 NO❑YES ✓
b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)?
If Yes,briefly describe: ❑NO EJ YES
EXISTING SW CONTROLS TO BE EXPANDED TO INCLUDE VEGETATIVE FOREBAYS
INFILTRATION AREA AND ULTIMATE DISCHARGE TO EXISTING POND SITE
Page 2 of 4
-18.Does theosed action include construction or other activities that result in the impoundment oundment of
w O YES
water or other liquids(e.g.retention pond,waste lagoon,dam)? ._.._.
If Yes,explain purpose and size:_J? -TFAI-ri n+,_l -Pn i\!t?
]9Has the site of the proposedaction or an adjoining property been the location of an active or closed _ ..._. Y
NO YES
solid waste management facility?
If Yes,describe: _.. ..__... ...., a� A ._.... .. .._. ..__ _re -
20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NOY YES
completed)for hazardous waste?
If Yes,describe
__. .. ........ ..... -w ..� w® ..- __. ...._. _
I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY
KNOWLEDGE
e; KIMBERLEE POLUNCI Date: 3/15/2015
Signature:.sp onsor nam
�..� .. w�.
.'
_ .._,,,.... __ _. ._.._...._� _..._... _
Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following
questions in Part 2 using the information contained in Part I 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?"
_. _...a
------...,............. .......�, ......__ .....___._.... . � � �� . ,,,.
No,or Moderate
small to large
impact impact
may may
occur occur
l. Will the proposed action create a material conflict with an adopted .r
p p pted land use plan or zoning
regulations?
.
2. Will the proposed action result in a change in the use or intensity of use of land? � � �
3. Will the proposed action impair the character or quality of the existing community?
--n ........ - �. _ ...m.�........_ .._........m.. .__.._._.. �...._._..._.� _._._. . ...._...
4. Will the proposed action have an impact on the environmental characteristics that caused the
establishment of Critical Environmental Area(CEA)?
..................._...
S. 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 enerzv conservation or renewable energy opportunities?
7. Will the proposed action impact existing:
a,public/private water supplies? _. ,
b.public/private wastewater treatment utilities?
& 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)?
Page 3 of 4
[No—,or Moderate
small to large
impact impact
may may
occur occur
10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage
problems?
11. Will thero .� �.._�,.
p posed action create a hazard to environmental resources or human health?
Part 3-Determination ofsi nidcaname. The Lead Agency is responsible for the completion g g y p etion of Part 3. For every
1
question in art 2 that was answered moderate to lar c impact act ma occur",or if there is a need to explain why a particular
element ol"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 dcsign elements that have been included by
the prrtject sponsor to avoid or reduce impacts. Paint 3 should also explain how the lead agercy determined tllat 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.
* 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.
to Check this box if you have determined,based on the information and analysis above,and any supporting documentation,
that the proposed action will not result in any significant adverse environmental impacts.
_._
Name of Lead Agency
g cy __ m...... Date... ..
Print or Type Name of Responsible Officer in Lead Agency _ Title of Responsible Officer
Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer)
Page 4 of 4
Signature Page
This page includes the 1.) Authorization to Act as Agent Form: 2.) Engineering Fee Disclosure; 3.)Authorization for Site
Visits; 4.) Other Permit Responsibilities; 5.) Official Meeting Disclosure and 6.) Agreement to provide documentation
required.
OWNER'S AGENT FORM:
Complete the following if the OWNER of the property is not the same as the applicant
Owner:
Designates: _
Asagent regarding; Variance Site Plan mITmmmmmmmSubdi
vision
For Tax Map No.: Section Block Lot
Deed Reference: Book Page Date
OWNER SIGNATURE:....,
DATE:
a..�.� ....................e -_..__—_-- ..,-,.. ..... ..........__ �.a
APPLICANT'S AGENT FORM:
Complete the following if the APPLICANT is unable to attend the meeting or wishes to be represented by another party
Owner: KIMBERLEE POLUNCI
Designates: _...HUTCHINS ENGINEERING
As agent regarding: ✓ Variance ✓ Site Plan rySubdivision
For Tax Map No.: 209.15 Section 1 Block 1.1 Lot
Deed Reference: 4967 Book t Page 4/14/14 Date
APPLICANT SIGNATURE DATE 3�}I; 2015
2.) ENGINEERING FEE DISCLOSURE: Applications may be referred to the Town consulting engineer for review of septic design,
storm drainage, etc. as determined by the Zoning or Planning Department. Fees for engineering review services will be charged
directly to the applicant. Fees for engineering review will not exceed$1,000 without notification to the applicant.
3.) AUTHORIZATION FOR SITE VISITS: By signing this page and submitting the application materials attached herein,the Owner,
Applicant, and his/her/their agent(s) hereby authorize the Zoning Board or Planning Board and Town Staff to enter the subject
properties for the purpose of reviewing the application submitted.
4.) OTHER PERMIT RESPONSIBILITIES: Other permits may be required for construction or alteration activity subsequent to approval
by the Zoning Board or Planning Board. It is the applicant's responsibility to obtain any additional permits.
5.) OFFICIAL MEETING MINUTES DISCLOSURE: It is the practice of the Community Development Department to have a designated
stenographer tape record the proceedings of meetings resulting from application,and minutes transcribed from those tapes constitutes
the official record of all proceedings.
6.) AGREEMENT TO PROVIDE DOCUMENTATION REQUIRED: I, the undersigned, have thoroughly read and understand the
instructions for submission and agree to the submission requirements, I acknowledge no construction activities shall be commenced
prior to issuance of a valid permit. I certify that the application, plans and supporting materials are a true and complete
statement/description of the existing conditions and the work proposed, and that all work will be performed in accordance with the
approved plans and in conformance with local zoning regulations. I acknowledge that prior to occupying the fecllities proposed,I or my
agents,will obtain a certificate of occupancy as necessary. I also understand that I/we may be required to provide an as-built survey by
a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy
I have read and agree to the above.
KIMBERLEE POLUNCI 3/15/2015
t Applican Print Name[Applicant] Date signed
G.THOMAS HU I"C.IIINS,P.E. 3/15/2015� ..-... .__...,.....
ur [Agent] Print Name[Agent] Date signed
Site Plan Review Revised March 2014 9
Town of Queensbury Planning Office-742 Bay Road•Queensbury,NY 12804.518-761-8220
STORMWATER MANAGEMENT REPORT
and
STORMWATER POLLUTION PREVENTION
PLAN NARRATIVE
NYSDEC GP-0-15-002
Modification of
GP-0-10-001 NYR10S379
Prepared for:
Kimberlee Polunci
Tails Wag Inn
Building & Parking Expansion
21 Blind Rock Road
Tax Map # 289.15-1-1
Town of Queensbury
Warren County, New York
Prepared by:
Hutchins Engineering
169 Haviland Road
Queensbury, NY 12804
March 16, 2015
Revised: May 15, 2015
CERTIFICATION STATEMENT
To be signed by contractors performing the site construction.
I hereby certify that I understand and agree to comply with the terms and conditions of the SWPPP
and agree to implement any corrective actions identified by the qualified inspector during a site
inspection. I also understand that the owner or operator must comply with the terms and conditions of
the most current version of the New York State Pollutant Discharge Elimination System ("SPDES")
general permit for stormwater discharges from construction activities and that it is unlawful for any
person to cause or contribute to a violation of water quality standards. Furthermore, I understand that
certifying false, incorrect or inaccurate information is a violation of the referenced permit and the laws
of the State of New York and could subject me to criminal, civil and/or administrative proceedings.
Name:
Company:
Title:
Signature: Date:
Each Sub-Contractor or additional Contractors completing site work must also sign below:
Name:
Company:
Title:
Area of Work & SWPPP Responsibilities:
Signature: Date:
Name:
Company:
Title:
Area of Work & SWPPP Responsibilities:
Signature: Date:
TABLE OF CONTENTS
1.0 PROJECT DESCRIPTION .............................................................................. 1
2.0 EXISTING SITE CONDITIONS ........................................................................ 1
3.0 PROPOSED DEVELOPMENT ......................................................................... 2
4.0 PROPOSED STORMWATER MANAGEMENT ................................................... 2
5.0 NYSDEC REQUIREMENTS ........................................................................... 3
5.1 Water Quality Volume .......................................................................... 3
5.2 Runoff Reduction Volume ..................................................................... 3
5.3 Site Planning for Green Infrastructure Practices ......................................... 4
5.4 Green Infrastructure Techniques for RRv ................................................. 4
5.5 Runoff Reduction Volume Practices for Project ............................................... 5
5.6 Channel Protection Volume ........................................................................ 5
5.7 Overbank Flood Control ............................................................................. 6
5.8 Extreme Storm Control .............................................................................. 6
5.9 Deviations from NYSDEC Standards .............................................................. 6
6.0 TOWN OF QUEENSBURY REQUIREMENTS ...................................................... — 6
7.0 ENDANGERED SPECIES .................................................................................... 6
8.0 ARCHAEOLOGICAL RESOURCES & HISTORIC PLACES ......................................... 7
9.0 CONSTRUCTION PHASE EROSION PRACTICES ................................................... 7
10.0 TEMPORARY EROSION & SEDIMENT CONTROL MEASURES ................................. 7
11.0 CONTROL OF LITTER, CONSTRUCTION DEBRIS & CONSTRUCTION CHEMICALS 8
12.0 SEQUENCE OF CONSTRUCTION ........................................................................ 8
13.0 MAINTENANCE OF TEMPORARY EROSION & SEDIMENT CONTROL DEVICES .....,... 8
14.0 OPERATION & MAINTENANCE PLAN ................................................................... 8
15.0 PERMANENT EROSION CONTROL ...................................................................... 8
1.0 PROJECT DESCRIPTION
The project consists of the expansion of an existing cat and dog daycare & boarding facility
including the construction of a 40'x100' building, a 15'x80' expansion to the existing kennel
building, a 23'x26' screen room expansion to the existing office building and eight additional
parking spaces. Also associated with the project is the construction of landscaping and stormwater
management facilities. Project disturbance totals 1.05-acres.
The subject parcel comprises 20.13-acres, with the facilities being located within a 2-ac area over
the middle portion of the parcel. The facilities are accessed by a 900-ft access road off of Blind
Rock Road. The project site is located at 21 Blind Rock Road in the Town of Queensbury, Warren
County, New York.
2.0 EXISTING SITE CONDITIONS
Presently, the project site is 4.1% impervious, consisting of a 900-ft access road, a 25'x80' indoor
kennel, a 24'x24' office building and a 7-space parking area. Two natural ponds exist over the
easterly portion of the parcel, adjacent to the roadway. Runoff from the roof areas and the parking
area is captured in a series of two stormwater ponds which outlet to the southerly pond. This
natural pond outlets under Blind Rock Road and is contributory to Halfway Brook.
Site soils over the site are mapped over the easterly portion of the site as Hinckley-Plainfield
complex and Hinckley Cobbly Sandy Loam over the middle and westerly portions. Significant
filling operations of the project site with off-site silty loam material took place approximately 10-
years ago; these soils (HSG-C) are utlized for the runoff calculations. Site slopes over the facilities
area range from 2-5%, with slopes rising away from the facilities in the north, west and southerly
directions at 20-30%.
Existing Conditions Summary
Total Project Site Area: 20.13 Acres
Buildings Coverage: 2860 SF
Walks, Drives & Parking: 33,375 SF
Total Impervious: 36,155 SF
Modeled Drainage Area: 5.46 Acres
Drainage design points
The site is broken into one drainage design point:
1 L— Runoff to existing on-site ponds
Design Storm Events
1-year 24-hr Type-II distribution 2.1"
10-year 24-hr Type-II distribution 3.6"
50-year 24-hr Type-II distribution 4.8"
100-year 24-hr Type-II distribution 6.0"
1
Existing Conditions Calculated Stormwater Runoff to Southerly Pond— 1 L
1-year design storm (2.1") 2.09 CFS 0.213 acre-feet
10-year design storm (3.6") 6.16 CFS 0.661 acre-feet
50-year design storm (4.8") 10.32 CFS 1.088 acre-feet
100-year design storm (6.0") 15.98 CFS 1.548 acre-feet
3.0 PROPOSED DEVELOPMENT
Proposed Conditions Summary
Total Project Site Area: 20.13 Acres
Buildings Coverage: 9555 SF
Walks, Drives & Parking Areas: 39,165 SF
Total Impervious: 48,720 SF
Project Disturbance: 1.05 Acres
4.0 PROPOSED STORMWATER MANAGEMENT
As this is a commercial project with soil disturbances exceeding 1-acre, NYSDEC SPDES
requirements for stormwater discharges from construction activities in accordance with GP-0-15-
002 must be applied to the project. Specifically, a Stormwater Pollution Prevention Plan including
post-construction stormwater management practices must be developed and implemented.
Stormwater management practices for the northerly proposed building will consist of stone filled
eave trenches which will outlet to the existing infiltration basin. A new forebay will be excavated
south of the existing kennel building, in between the two existing ponds which will receive runoff
from the new southerly building and concrete surfaces. An infiltration rate of 1-inch per hour is
utilized in the runoff calculations.
Runoff calculations have been prepared utilizing SCS TR-20 methodology and HydroCAD analysis
software for the 1-year, 10-year, 50-year, and 100-year Type-II simulated rainfall distributions.
Criteria utilized in the analysis are summarized as follows:
Design Storm Events
1-year 24-hr Type-II distribution 2.1"
10-year 24-hr Type-II distribution 3.6"
50-year 24-hr Type-ll distribution 4.8"
100-year 24-hr Type-ll distribution 6.0"
2
Developed Conditions Calculated Stormwater Runoff to Southerly Pond —1 L
1-year design storm (2.1") 1.94 CFS 0.153 acre-feet
10-year design storm (3.6") 5.67 CFS 0.527 acre-feet
50-year design storm (4.8") 8.98 CFS 0.949 acre-feet
100-year design storm (6.0") 12.50 CFS 1.402 acre-feet
The developed site has been modeled as a series of subcatchments (drainage areas) and ponds,
as shown on the HydroCAD drainage diagram. Full results of stormwater runoff computations are
attached to this report.
5.0 NYSDEC REQUIREMENTS
5.1 Water Quality Volume
The water quality volume (WQv) as required by NYSDEC is designed to capture and pre-treat the
90% rainfall event and is calculated as a function of the impervious areas of the drainage
subcatchments for the project site. The water quality volumes for the respective subcatchments
and how these are managed is summarized as follows:
Subcatchment galgt2S% Required Provided Location
.00 /o W r Pretreatment
1 S -Westerly Portion 1255 CF 315 CF 315 CF+ Forebays
2S - Southerly Bldgs & 330 CF 85 CF 85 CF+ Forebays
Surroundings
3S - Main Bldgs & 1220 CF 305 CF 305 CF+ Forebays
Surroundings
25% WQv required (pretreatment): 705 CF Total WQv provided: 705 CF+
5.2 Runoff Reduction Volume
Runoff Reduction Volume (RRv) as required by NYSDEC prescribes the design goal to reduce the
Water Quality Volume through the allowable standard and green infrastructure practices. The
minimum RRv requirement is calculated as a function of the 90% rainfall event, the soil
Hydrological Classification and impervious cover.
RRv = P x 0.95 x S x (Ai/12) = 1.2" x 0.95 x 0.3 (C-soils) x (0.424 ac/12)
Minimum RRv required: 525 CF
5.3 Site Planning for Green Infrastructure Practices
3
NYSDEC requires that Planning Practices for Preservation of Natural Features and Conservation
be considered and evaluated for the project layout and stormwater management practices.
Specifically these six practices are evaluated as follows:
1. Preservation of Undisturbed Areas
The majority of the parcel will remain in its present state, a mixture of native forest and
brush, with the proposed facility expansion being situated adjacent to the existing facilities.
2. Preservation of Buffers
The existing wooded buffer to the easterly natural ponds will be maintained.
3. Reduction of Clearing and Grading
The facilities expansion will be located adjacent to the existing facilities; this area has been
mostly previously cleared. The majority of the grading will be to excavate a portion of the
mound of previously placed off-site fill material.
4. Locating Development in Less Sensitive Areas
The project will be situated further away from the natural ponds than the existing facilities.
5. Open Space Design
Open space design is generally associated with residential subdivisions of land, not with
commercial uses.
6. Soil Restoration
The majority of the disturbed areas will become impervious areas; the vegetated areas will
undergo soil restoration, consistent with the requirements for HSG-C soils.
5.4 Green Infrastructure Techniques for RRv
NYSDEC requires that each of the 11 Green Infrastructure practices be evaluated for feasibility for
the project.
1. Conservation of Natural Areas
As stated above, the majority of the site will be preserved as native brush and forest.
2, Sheet Flow to Riparian Buffers or Filter Strips
Runoff from upland areas will flow to the forested buffer around the natural ponds.
3. Vegetated Swale
Runoff from the new buildings will be captured close to the sources; upland runoff will be
diverted through vegetated swales.
4. Tree Planting /Tree Pit
Runoff reduction is achieved through infiltration and the site plantings would have minimal
effect upon RRv, therefore this practice is not considered in the calculations.
5. Disconnection of Rooftop Runoff
The roof areas will be disconnected, however due to site constraints, there is not sufficient
space to create the required vegetated areas for the runoff to flow across to receive RRv
credits.
4
6. Stream Daylighting
There are no proposed stream obstructions on the project site.
7. Rain Gardens
Rain gardens are generally associated with residential uses.
8. Green Roofs
Green roofs are cost prohibitive for this small scale project.
9. Stormwater Planters
It is proposed to manage the runoff with similar style SMPs that are existing and appear to
be functioning well.
10. Rain Barrels and Cisterns
It is proposed to manage the runoff with similar style SMPs that are existing and appear to
be functioning well.
11. Porous Pavement
The drives and roadways are proposed to be gravel surfaced.
5.5 Runoff Reduction Volume Totals
Total WQv Required: 2805 CF
Minimum RRv Required: 525 CF
RRv Practices:
Infiltration: (3.33-ac contributory, 0.424-ac impervious)
Total RRv Provided: 2805 CF+ (100%+ of WQv)
Runoff Reduction is realized through infiltration in the stone trenches and infiltration basin. The
calculations show that 7400 CF of infiltration is realized for the 10-year design storm event, which
exceeds the Water Quality Volume, the Runoff Reduction design goals are met.
5.6 Channel Protection Volume
Channel protection volume (Cpv) as required by NYSDEC requires the extended detention of the
post-developed 1-year, 24-hour storm.
As with the RRv design goals, the SMPs infiltrate volumes which are significantly larger than the
Channel Protection Volume, the Channel Protection Volume design goals are met. The
calculations show that there is no outflow from the infiltration basin for the 1-year design storm.
5.7 Overbank Flood Control
Overbank flood control as required by NYSDEC requires that the peak developed discharge rate
from the 10-year, 24-hour storm not exceed the pre-development rate.
Existing 10-year peak storm discharge: 6.16 CFS
5
Developed 10-year peak storm discharge: 5.67 CFS
The 10-year storm calculations show that the overbank flood control requirement is met.
5.8 Extreme Storm Control
Extreme storm control as required by NYSDEC requires that the peak developed discharge rate
from the 100-year, 24-hour storm not exceed the pre-development rate.
Existing 100-year peak storm discharge: 15.98 CFS
Developed 100-year peak storm discharge: 12.50 CFS
The 100-year storm calculations show that the overbank flood control requirement is met.
5.9 Deviations from NYSDEC Standards
The following is a list of deviations from NYSDEC design manual standards:
• Stone conveyance trenches installed adjacent to buildings.
• A portion of the parking area is contributory directly to the infiltration basin.
It is proposed to utilize deep sump catch basins installed along the curbing which will be piped into
drywells. As the Town of Queensbury is an MS4, a 60-day review by NYSDEC for deviations from
their standards is no longer applicable, therefore these deviations must be approved by the town.
6.0 TOWN OF QUEENSBURY REQUIREMENTS
The Town of Queensbury requires that for commercial projects, the 50-year design storm event be
evaluated.
Existing 50-year peak storm volume: 1.088 AF
Developed 50-year peak storm volume: 0.949 AF
Existing 50-year peak storm discharge: 10.32 CFS
Developed 50-year peak storm discharge: 8.98 CFS
The 50-year storm calculations show that the Town's requirements are met.
7.0 ENDANGERED SPECIES
In accordance with Part I.F.4 of GP-015-0-002, discharges from construction activities that
adversely affect a listed or proposed to be listed endangered or threatened species are ineligible
for coverage under the general permit. An inquiry is being made to NYSDEC; when a
determination is received, the letter will be added to the appendix of this report.
8.0 ARCHAEOLOGICAL RESOURCES & HISTORIC PLACES
In accordance with Part I.F.8 of GP-015-0-002, discharges from construction activities that have
the potential to affect historic property are ineligible for coverage under the general permit. An
6
inquiry is being made to NYSOPRHP; when a determination is received, the letter will be added to
the appendix of this report
9.0 CONSTRUCTION PHASE EROSION PRACTICES
Practices to be implemented during construction for erosion and sediment control include silt
fencing and temporary sediment basins in various portions of the total disturbed area. Silt fencing
will be placed across slopes (on the contour) in all areas downgrade of disturbed areas.
Temporary sediment traps will be utilized in areas where construction phase runoff concentrates.
10.0 TEMPORARY EROSION & SEDIMENT CONTROL MEASURES
Erosion and sediment control measures will be incorporated into the construction of the project.
These practices will comply with the New York State Department of Environmental Conservation
publication entitled "New York Guidelines for Urban and Sediment Control" (the blue book).
Separate erosion and sediment controls will be installed for each phase of construction. The
following temporary erosion and sediment control devices are to be utilized:
1, Sediment Control Fence
Silt Fence shall be used to control erosion from sheet flow on slopes not to exceed 1 on 3.
Concentrated flows shall not be directed toward the silt fence. The silt fence must be
installed parallel to the contour lines to eliminate drainage along the fence.
Z Temporary Seeding
Land that is stripped of vegetation will be seeded and planted as soon as possible. Any
area that will remain cleared but not under construction for five days or longer will be
seeded with a ryegrass mixture and mulched to stabilize soil until construction resumes.
3. Temporary Diversion Swales
Temporary diversion swales shall be constructed either to divert clean stormwater runoff
from newly graded areas or to direct sediment laden runoff to a sediment trapping device.
4. Dust Control
Measures for dust control during construction shall be implemented as needed. Daily water
sprays will be used during dry conditions. In addition to water sprays, temporary mulching,
temporary seeding and covering stockpiles with tarps shall be implemented when
necessary.
5. Erosion Control Blanket
Fabricated straw or biodegradable mesh blankets shall be utilized to protect and
temporarily stabilize slopes of 1:3 or greater and shall be applied to graded, topsoiled, and
seeded slopes. Blankets will be attached with staples or stakes in accordance with
manufacturer's recommendations. Blankets on cut slopes and vegetated ditchlines will be
maintained in place permanently and allowed to biodegrade.
11.0 CONTROL OF LITTER, CONSTRUCTION DEBRIS &
CONSTRUCTION CHEMICALS
During the course of construction, the site shall be kept clear of debris and litter which could be
transported by water or wind. This material shall be picked up daily and shall be stored in waste
debris containers where it will be securely held.
All petroleum products or other waste contaminants which are water soluble, or could be dispersed
and transported by stormwater, shall be stored in covered containers and shall be regularly
removed from the site and properly and legally disposed of. All petroleum or other hazardous
materials shall be stored and handled in conformance with NYSDEC spill prevention and
containment requirements.
12.0 SEQUENCE OF CONSTRUCTION
Prior to the start of construction, the contractor shall install the sediment control fence along the
low side of each area to be disturbed in order to contain runoff from the construction site.
Concurrently, the stabilized construction entrance is to be installed.
Following the completion of all planting and the establishment of all grass areas, any collected
sediment and sediment control fencing shall be removed. Any debris from the perimeter of the site
shall be removed and dispose of all waste material shall be disposed of in a legal manner.
13.0 MAINTENANCE OF TEMPORARY EROSION & SEDIMENT
CONTROL DEVICES
The contractor shall inspect the sediment control fence weekly and after every rain event and
remove trapped sediment and maintain the devices such that they are in good working order.
14.0 OPERATION & MAINTENANCE PLAN
The parcel owner is to provide the maintenance needed in order to ensure continuous and
effective operation of the stormwater control practices. Sediment removal should be performed
annually or semi-annually.
Mowing and trimming of the vegetated slopes and SMPs should be performed as needed
throughout the spring, summer and fall, typically semi-weekly. Any eroded areas shall be
immediately repaired, retopsoiled, revegetated and covered with erosion control blankets.
15.0 PERMANENT EROSION CONTROL
All pervious areas shall be graded, topsoil installed and seeded or planted as soon as practical, but
in no case shall finish graded soils be exposed for more than seven days. Seeded areas on slopes
over 1:3 shall be stabilized with erosion control blankets as specified on the plans.
s
ATTACHMENTS
• Location Map
• Soils Map
• WQv Calculations
• Draft NYSDEC Notice of Intent
• Draft MS4 SWPPP Acceptance Form
• Subcatchment Map— Existing Model
HydroCAD — Existing
• Subcatchment Map— Proposed Model
HydroCAD— Proposed
HYDROCAD
Existing & Proposed Conditions: Type-II 24 hr Rainfall = 2.1" (1-year), 3.6" (10-year), 4.4" (25-
year), 6.0" (100-year)
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Water Quality Volume - Individual Subcatchments
WQv= Water Quality Volume
P=90% Rainfall Event(Design Manual Pg 4-2)
Rv=0.05+0.009(1)where I is% impervious Cover: Rv minimum=0.2
1 = Percent Impervious Cover
A=Area of Site In Acres(Contributing Area)
SUBCATCHMENTIS SUBCATCHMENT2S
Inputs Inputs
P= 1.2 inches 90th Percentile Rainfall P= 1.2 inches 90th Percentile Rainfall
1 = 5.8 % 1 = 27.7 %
A= 1.44 Ac A= 0.25 Ac
Calculated 62,810 SF TOTAL Calculated 11,100 SF TOTAL
calc Rv= 0.10 Rv minimum=0.2 calc Rv= 0.30 Rv minimum =0.2
,app Rv= 0.20 app Rv= 0.30
WQv= 0.029 Acre-feet WQv= 0.008 Acre-feet
WQv= 1,256 CF minimum WQv= 332 CF minimum
SUBCATCHMENT 3S
Inputs
P= 1.2 inches 90th Percentile Rainfall
1 = 36.7 %
A= 0.74 Ac
Calculated 32,080 SF TOTAL
calc Rv= 0.38 Rv minimum=0.2
app Rv= 0.38
WQv= 0.028 Acre-feet
WQv= 1,220 CF minimum
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