Application f
NACE ENGINEERING, P.C.
169 Haviland Road, Queensbury,NY 12804
Phone-518-745-4400 Fax -518-792-8511
September 16, 2013
Project#47550
Mr. Chris Hunsinger, Chairman
Queensbury Planning Board
Town of Queensbury
745 Bay Road
Queensbury,NY 12804
Re: Kenny Shopping Center
Site Plan Application/Modification
Dear Mr. Hunsinger and Planning Board Members:
Attached is a site plan application/modification for the Previously approved Kenny Shopping
Center located on the east side of State Route 9 on the property just north of the Days Inn.
As you are aware, construction on this site is already underway based on the approved plans.
Construction to date has consisted of installing the storm sewer to bypass NYSDOT Route 9
drainage around the site, installing most of the site fill and construction of foundations for the
western half of the approved building.
The applicant proposes to modify the site layout by moving the majority of the parking to the rear
of the site and locating all of the retail space toward the front of the site. This change is a result
of discussions with various prospective outlet tenants. Those outlets are looking for locations
where multiple stores are located in an open mall type setting and not in a strip layout. This mall
type of layout encourages shoppers to park and stroll through the mall, visiting multiple stores
instead of parking directly in front of,and visiting,only one store.
The proposed layout clusters 6 buildings in the front of the site with a small amount of parking in
front and the majority of the parking in the rear. Courtyards between the buildings provide
shopper amenities including directory kiosks, benches and trash cans as well as landscaping with
trees in tree grates and above ground planters for annuals.
Stormwater drainage for the revised site will be handled in the same manner as the previously
approved site plan with the exception that the courtyard and walkways will incorporate
permeable pavers. These will allow any rainfall in the courtyards to soak directly into the
ground, eliminating any runoff from these areas.
This layout should help reduce traffic congestion by encouraging shoppers to leave their car
parked in one location while they visit multiple stores. It will also be more aesthetically pleasing
as compared to a long strip of stores with parking directly in front.
f
This submission includes(15 copies each):
• This letter
• Revised Site Plan Application including deeds to property
• Revised Long form EAF
• Revised Drawings SP-1 thru SP-8
• Building elevation&floor plan
• Revised Stormwater Management Report& SWPPP Narative
Please note that we are asking the Board to reconfirm their waiver to allow the use of 23 foot
mounting height for the parking lot lighting.
Please let me know if there are any questions or additional information required for your review
of this project.
Sincerely,
d--e----
Thomas W. Nace, P.E.
Cc w/encl: Dave Kenny
Jon Lapper
Revised May 2009
KENNY SHOPPING CENTER — 9/15/13 MODIFICATION
Site Plan Review Application
REVIEW PROCESS:
1. Required Pre-submission meeting with staff to determine general completeness to be held no
later than 1 week prior to deadline day. Call (518) 761-8220 for an appointment
2. Submittal of complete application: 1 original and 14 copies of the application package by monthly
deadline.
3. Determination of application completeness. All necessary information must be provided and
appropriate fee(s) paid for consideration for placement on an agenda for that month.
4. Incomplete applications will not be considered for placement on any agenda until all missing
information has been submitted.
5. Submittal to Warren County Planning, if applicable.
6. Planning Board meeting, generally the third & fourth Tuesday of each month. You will be advised
in writing as to which meeting to attend.
7. Following the meeting you will be provided with a copy of the resolution stating the Board's
decision on your application. If your application was approved. the next likely step is a Building
Permit. Final drawings must be provided for the next phase of review. If your application was
denied your project cannot proceed as submitted.
DOCUMENTATION REQUIREMENTS:
Please submit 1 original & 14 copies of the completed application package to include:
• Completed Application: pages 1-11 completed. signed & dated
• Pre-Submission Meeting Notes: signed by staff
• for Site Plan Approval
• New: Checklist & Plot Plan
• Fee 0 - 10,000 sf = $100
10,001- 30,000 sf = $250
30,001- 100,000 sf= $500
100,000 + sf = $1000
CONING STAFF & CONTACT INFORMATION:
Craig Brown. Zoning Administrator craigb{a�queensbury.net
Keith Oborne. Land Use Planner keitho(a�queensbury.net
Pam Whiting. Office Specialist 518-761-8220 pamwCa�queensbury.net
Visit our website at www.queensbury.net for further information and forms
Town of Queensbury Planning Office 742 Bay Road • Queensbury. NY 12804 518-761-8220 1
Revised May 2009
General Information
Tax Parcel ID Number: 288.12-1-19 & 20
Zoning District: CI
Detailed Description of Project [include current& proposed use]: Construction of 62,495 square feet
of outlet retail stores to replace existing strip mall
Location of project: 1468 State Route 9
Applicant Name: I David Kenny Address: 1454 State Route 9
Lake George, NY 12845
Home Phone Cell:
Work Phone 796-7652 ' Fax
E-Mail: f
Agent's Name: Nace Engineering. P.C. Address: 169 Haviland Road
Queensbury, NY 12804
Home Phone Cell:
Work Phone 745-4400 Fax 792-8511
E-mail
Owner's Name , Same as Applicant I Address
Home Phone Celt
Work Phone ? Fax
E-mail
Town of Queensbury Planning Office- 742 Bay Road • Queensbury, NY 12804 • 518-761-8220 2
Revised May 2009
Site Development Data
Area /Type Existing sq. ft. Proposed Total sq. ft.
To be removed sq. ft.
A. Building footprint 13,460 62,968 62,968
B. Detached Garage
C. Accessory Structure(s)
D. Paved, gravel or other hard surfaced area 71,140 163,749 163,749
E. Porches / Decks
F. Other
G. Total Non-Permeable [Add A-F] 84,600 226,717 226,717
H. Parcel Area [43,560 sq. ft. / acre] 496,076 496,076 496,076
I. Percentage of Impermeable Area of Site [I=G/H] 17% 45.7% 45.7%
Setback Requirements
Area I Required Existing Proposed
Front [1] 75 77
Front [2]
Shoreline
Side Yard [1] 25 25
Side Yard [2] 25 25
Rear Yard [1] 25 995
Rear Yard [2]
Travel Corridor
Height [max] 40 40
Permeability 30% 54%
No. of parking spaces 313 313
Town of Queensbury Planning Office. 742 Bay Road Queensbury, NY 12804 • 518-761-8220 3
Revised May 2009
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): 13-2011
3. Does this project require coverage under the NYS DEC Stormwater Pollution Prevention
Program? Yes— Existing permit to be modified
4. Estimated project duration: Start Date August 2013 End Date May 2015
5. Estimated total cost of project: 4,500,000 +/-
6. Total area of land disturbance for project: 7.4 acres
Floor Area Ratio Worksheet
FLOOR AREA RATIO (FAR) -- The relationship of building size to lot size, derived by dividing the total
building floor area by the lot size in square feet, yielding a percentage.
Tioning District Symbol Floor Area Ratio [FAR]
Waterfront Residential WR 0.22
Commercial Moderate CM 0.3
Commercial Intensive CI 0.3
A. The combined area of all square footage, as measure from exterior walls of all structures on the property,
including all floors of the structures, garages, basements and attics with more than five (5) feet of ceiling height
and covered porches. Building square footage does not include: Open deck. docks and that portion of covered
docks extending over water and one storage shed of one hundred twenty (120) square feet or less. Any
additional sheds will be included. (See"FLOOR AREA RATIO").
B. Commercial or industrial: the total area in square feet as measured from the exterior of the outside walls of a
building or structure, and when applicable, the sum total of all floor areas of the principal and accessory
buildings or structures on the project site.
Parcel Area 496,076 sq. ft.
Existing Floor Area 13,460 (to be removed) sq. ft. [see above definition]
Proposed Additional Floor Area 62,968 sq. ft.
Proposed Total Floor Area 62,968 sq. ft.
Total Allowable Floor Area 496,076 sq. ft. (Area x 0.3) = 148,822 sq.ft.
Town of Queensbury Planning Office. 742 Bay Road Queensbury, NY 12804 • 518-761-8220 4
Revised May 2009
S 779-9-080 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
A. The proposed project furthers or is consistent with the policies of the Town's Comprehensive Plan.
This proposal is in keeping with the most recent town Comprehensive Plan and is consistent with adjacent land uses.
B. The proposed project complies with all other requirements of this 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.
Yes,this site plan complies with the Queensbury Zoning Code.
C. The site plan encourages pedestrian activity internally and, if practicable, to and from the site with pedestrian paths or sidewalks
connected to adjacent areas.
The proposed site plan provides for internal pedestrian circulation and is interconnected to sidewalks on adjacent properties.
Additionally,there is an road connection to the rear parking lot on the property to the south.
D. The site plan must conform to Chapter 136 Sewage and Sewage Disposal, Chapter 147 Stormwater Management Local Law, and
other applicable local laws.
A plan is submitted.
E. the proposed use shall 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 proposed use is identical to existing adjacent uses and will not burden the supporting public services.
F. 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.
This proposed shopping center will replace an existing smaller plaza. This site is part of a complex of several outlet malls. As
such it will draw primarily on traffic already destined for the complex. It is not expected to significantly increase the volume of
existing traffic on Route 9
G. Off-street parking and loading facilities will be appropriately located 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 property owners for purposes of coordinating
linkages with adjacent properties.
Off street parking will be provided in sufficient quantity to serve the proposed commercial use.
H. The project shall not have an undue adverse impact upon the natural, scenic, aesthetic, ecological, wildlife, 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.
This project will not have an undue adverse impact upon the he natural, scenic, aesthetic, ecological, wildlife, 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.
Town of Queensbury Planning Office. 742 Bay Road • Queensbury, NY 12804 ' 518-761-8220 5
Revised May 2009
I. The provision for and arrangement of pedestrian traffic access and circulation, walkway structures, control of intersections with
vehicular traffic and overall pedestrian convenience shall be safe and adequate for pedestrian movement. Pedestrian connections
between adjacent sites shall be provided to encourage pedestrian use.
We feel that our plan provides for a pedestrian friendly site.
J. Stormwater drainage facilities will prevent an increase of post development drainage flows as compared to pre-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.
The proposed stormwater management system will conform with the Town Code as well as NYSDEC standards
K. The water supply and sewage disposal facilities will be adequate and will meet all applicable and current requirements set forth by
Department of Health regulations and Chapter 136 of the Town Code.
Municipal water and sewer will service the proposed use.
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.
The Applicant feels that the landscaping being proposed will assist in beautifying the site,especially the large landscaped area
between the parking lot and store fronts.
M. Fire lanes, emergency zones and fire hydrants will be adequate and meet the needs and requirements of emergency service
providers.
Fire access and hydrants are adequate to meet emergency services'needs.
N. The design of structures, roadways and landscaping in areas susceptible to ponding, flooding and/or erosion will minimize or avoid
such impacts to the maximum extent practicable.
Applicant does not feel this will be an issue.
O. The site plan conforms to the design standards, landscaping standards and performance standards of this chapter.
Yes.
Town of Queensbury Planning Office. 742 Bay Road Queensbury, NY 12804 • 518-761-8220 6
Revised May 2009
§ 179-9-050 Application for Site Plan Review
Application for site plan approval shall be made to the Planning Board using forms supplied by the Board. Application materials
and the site plan shall include sufficient information for the Board to make its findings under§ 179-9-070 and 179-9-080 below.
In determining the content of the site plan and supporting documentation, the Planning Board may waive certain requirements if
the Planning Board deems such requirements or information unnecessary for the type of project proposed. Any such waiver
shall be made in writing, and shall contain statements of the reasons why the waived information requirements are not
necessary for an informed review under the circumstances. The Planning Board may grant such waivers on its own initiative or
at the written request of an applicant. Such request shall set forth the specific requirements that are requested to be waived and
the reasons for the requested waiver. Absent any waiver or waivers, an application for Site Plan Review shall include the
following:
Shown on
REQUIREMENTS Sheet*
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 easements within 500 feet of the property. Such a sketch may be superimposed on a United States Geological SP-1
Survey map of the area.
B The site plan shall be drawn at a scale of forty feet to the inch (1"=40 feet)or such other scale as the Planning Board may
deem appropriate, on standard 24"x 36"sheets,with continuation on 81/2"x 11"sheets as necessary for written information.
The information listed below shall be shown on the site plan and continuation sheets. OK
C Name of the project, boundaries,date, north arrow,and scale of the plan. ALL
PLANS
D Name and address of the owner of record,developer,and seal of the engineer,architect,or landscape architect. If the APP.
applicant is not the record owner, a letter of authorization shall be required from the owner
E The location and use of all existing and proposed structures within the property, including all dimensions of height and floor SP-1 &2
area,all exterior entrances,and all anticipated future additions and alterations.
F The location of all present and proposed public and private ways. off-street parking areas; driveways,outdoor storage areas, SP-2
sidewalks, ramps, curbs. paths. landscaping, walls, and fences. Location, type, and screening details for all waste disposal
containers shall also be shown.
G The location, height, intensity, and bulb type (sodium, incandescent, etc.) of all external lighting fixtures. The direction of SP-6
illumination and methods to eliminate glare onto adjoining properties must also be shown in compliance with§179-6-020.
H The location,height,size,materials,and design of all proposed signs. NA
I The location of all present and proposed utility systems including:
1. Sewage or septic system;
2. Water supply system:
SP-2
3. Telephone,cable,and electrical systems; and
4. Storm drainage system including existing and proposed drain lines, culverts, catch basins, headwalls,
endwalls, hydrants.manholes,and drainage swales.
,J 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 SP-4
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 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 ' SP-3
proposed site and within 50 feet of the proposed site where soil removal or filling is required, showing the approximate
Town of Queensbury Planning Office. 742 Bay Road ' Queensbury, NY 12804 ' 518-761-8220 7
_ Revised May 2009
volume in cubic yards.
L 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 features including sizes and types of plants. Water sources include ponds, lakes, wetlands and SP-5
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 Overlay Districts that apply to the property. SP-1
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 SP-2
traffic levels:
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; NA
3. Maximum seating capacity,where applicable; and
4. Number of parking spaces existing and required for the intended use.
p Elevations at a scale of one-quarter inch equals one foot(1/4"= 1 foot) for all exterior facades of the proposed structure(s)
and/or alterations to or expansions of existing facades, showing design features and indicating the type and color of Arch.
materials to be used. Elevs.
Q Soil logs,water supply well and percolation test results; and storm runoff calculations. as needed to determine and mitigate
project impacts, SW rpt.
R Plans for disposal of construction and demolition waste, either on-site or at an approved disposal facility. { NA
S Plans for snow removal, including location(s)of on-site snow storage. SP-2
T An Environmental Assessment Form ("EAF"),as required by the SEQRA regulations,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 APP.
submitted in conjunction with a special use permit application,a duplicate EAF is not required for the site plan application.
U If an application is for a parcel or parcels on which more than one use is proposed, the 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 an application (and for SEQRA compliance) all proposed uses on a single parcel or on NA
contiguous parcels shall be considered together.
✓ 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.
APP.
Town of Queensbury Planning Office. 742 Bay Road • Queensbury, NY 12804 • 518-761-8220 8
Revised May 2009
Pre-Submission Conference Form f179-4-0401
1. Tax Map ID 288.12-1-19 &20
2. Zoning Classification CI
�� 5 ��L,� re,..).-e-
3.
Reason for Review: 5le/MP r"`Q^ l�`«`cy/h` `�`
4. Zoning Section#: 1-2q- C(C)
5. Pre-Submission Meeting Notes; Outstanding Items To Be Addressed Include:
Deed • Yes No ro
General Information complete ,/.Yes No
Site Development Data Complete ✓Yes No
Setback Requirements Complete /Yes No
Additional Project Information Complete Yes No
FAR Worksheet completeYes No
Standards addressed /Yes No
Checklist items addressed �l�Yes No
Environmental Form completed ✓ Yes No
Signature Page completed Yes No
A pc lccc If C, ,t e(t t5 re c{ c e cc
butdt p4c( SiI chtiLe(o f f'Icz7S .SJW
inn r - I Is c c)-P of i`'l toe/ (-7ct COQ f Svc-i''c9Cy
n ;/re u, ec--t
ptc,is g169 -> p c,c 1 ci 10 1 r (--
a-)GC fie 1. )AtC(( '7( S k,cc, 1£2n .
A J.-e t-A-)CcF gceitcc 4<C4 ICUC-J Ct-d;c .4q
SdVirCAZtl\)C-4--i;C'r, Sde plc.,-; , l '-g412‘i feC +?c%1 ,
c ' r---(tuc fl()ci e't Vc:_,4_.>,v-Icf_.3
•
Staff Representative: l s-1/4) Ma%
Applicant/Agent: -•-----
Date: qi( `�
Town of Queensbury Planning Office. 742 Bay Road • Queensbury, NY 12804 • 518-761-8220 9
Revised May 2009
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:
As agent regarding: Variance_x_Site Plan Subdivision
For Tax Map No.: Section Block Lot
Deed Reference: Book Page Date
OWNER SIGNATURE: DATE:
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: Dave Kenny
Designates: Nace Engineering, P.C.
As agent regarding: Variance_x_Site Plan Subdivision
For Tax Map No.: 288.12 Section _1_Block 19 &20_Lot
1 Deed Refer- ce: Book Page 9//,j//1Date
OWNER SIGNATURE: / DATE:
L.) 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
t`'e facilities 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.
Dave Kenny 7//e2�
Signature [App Icant Print Name [Applicant] Date signed
Tom Nace
Signature [Agent] Print Name [Agent] Date signed
Town of Queensbury Planning Office. 742 Bay Road • Queensbury, NY 12804 • 518-761-8220 12
PROJECT NARATIVE
DAVE KENNY
STATE ROUTE 9 SHOPPING CENTER
A new 62,968 square foot shopping center is proposed to replace the existing 13,500 square foot
shopping mall. The new center will be oriented to run east-west to better utilize the depth of the
property and to be more in keeping with the other commercial developments along this stretch of
State Route 9.
As shown in the building elevation, the architecture of the new buildings will in an Adirondack
style, much more in conformance with other developments along this section of Route 9.
The lighting plan proposes the use of 23 foot mounting heights for the parking lot lighting.
Mounting the fixtures at 23 feet instead of the town standard 20 feet allows for a substantial
reduction in the number of fixtures and provides for a more uniform distribution. Therefore, we
are requesting that the Board allow the use of the 23 foot fixtures for this project.
The building floor plan as submitted does not include any interior floor layout within any of the
building units. Each of the building units is around 10,000 square feet and may be broken up
into several stores depending on the tenants' needs. Therefore, actual interior floor plans can not
be developed until tenants are acquired for the space.
This project will be a significant upgrade for this property and will blend in with the existing
retail development along this section of Route 9. In this regard it very closely matches the
vision, goals and policies of the Town's Comprehensive Plan.
September 2013 Site Plan Modification
The applicant proposes to modify the site layout by moving the majority of the parking to the
rear of the site and locating all of the retail space toward the front of the site. This change is a
result of discussions with various prospective outlet tenants. Those outlets are looking for
locations where multiple stores are located in an open mall type setting and not in a strip layout.
This mall type of layout encourages shoppers to park and stroll through the mall, visiting
multiple stores instead of parking directly in front of, and visiting, only one store.
The proposed layout clusters 6 buildings in the front of the site with a small amount of parking in
front and the majority of the parking in the rear. Courtyards between the buildings provide
shopper amenities including directory kiosks, benches and trash cans as well as landscaping with
trees in tree grates and above ground planters for annuals.
Stormwater drainage for the revised site will be handled in the same manner as the previously
approved site plan with the exception that the courtyard and walkways will incorporate
permeable pavers. These will allow any rainfall in the courtyards to soak directly into the
ground, eliminating any runoff from these areas.
This layout should help reduce traffic congestion by encouraging shoppers to leave their car
parked in one location while they visit multiple stores. It will also be more aesthetically pleasing
as compared to a long strip of stores with parking directly in front.
617.20
Appendix A
State Environmental Quality Review
FULL ENVIRONMENTAL ASSESSMENT FORM
Purpose: The full EAF is designed to help applicants and agencies determine, in an orderly manner, whether a project or action may
be significant. The question of whether an action may be significant is not always easy to answer. Frequently, there are aspects of
a project that are subjective or unmeasurable. It is also understood that those who determine significance may have little or no formal
knowledge of the environment or may not be technically expert in environmental analysis. In addition, many who have knowledge
in one particular area may not be aware of the broader concerns affecting the question of significance.
The full EAF is intended to provide a method whereby applicants and agencies can be assured that the determination process
has been orderly, comprehensive in nature, yet flexible enough to allow introduction of information to fit a project or action.
Full EAF Components: The full EAF is comprised of three parts:
Part 1: Provides objective data and information about a given project and its site. By identifying basic project data,it assists
a reviewer in the analysis that takes place in Parts 2 and 3.
Part 2: Focuses on identifying the range of possible impacts that may occur from a project or action. It provides guidance
as to whether an impact is likely to be considered small to moderate or whether it is a potentially-large impact. The
form also identifies whether an impact can be mitigated or reduced.
Part 3: If any impact in Part 2 is identified as potentially-large, then Part 3 is used to evaluate whether or not the impact is
actually important.
THIS AREA FOR LEAD AGENCY USE ONLY
DETERMINATION OF SIGNIFICANCE -- Type 1 and Unlisted Actions
Identify the Portions of EAF completed for this project: 11 Part 1 r Part 2 Part 3
Upon review of the information recorded on this EAF(Parts 1 and 2 and 3 if appropriate),and any other supporting information,and
considering both the magnitude and importance of each impact, it is reasonably determined by the lead agency that:
OA. The project will not result in any large and important impact(s) and, therefore, is one which will not have a
significant impact on the environment, therefore a negative declaration will be prepared.
EiB. Although the project could have a significant effect on the environment, there will not be a significant effect
for this Unlisted Action because the mitigation measures described in PART 3 have been required, therefore
a CONDITIONED negative declaration will be prepared.*
®C. The project may result in one or more large and important impacts that may have a significant impact on the
environment, therefore a positive declaration will be prepared.
to Conditioned Negative Declaration is only valid for Unlisted Actions
KENNY-STATE ROUTE 9 OUTLET CENTER-SITE PLAN MODIFICATION
Name of Action
Name of Lead Agency
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)
website Date
Page 1 of 21
PART 1--PROJECT INFORMATION
Prepared by Project Sponsor
NOTICE: This document is designed to assist in determining whether the action proposed may have a significant effect on the
environment. Please complete the entire form, Parts A through E. Answers to these questions will be considered as part of the
application for approval and may be subject to further verification and public review. Provide any additional information you believe
will be needed to complete Parts 2 and 3.
It is expected that completion of the full EAF will be dependent on information currently available and will not involve new studies,
research or investigation. If information requiring such additional work is unavailable,so indicate and specify each instance.
Name of Action KENNY-STATE ROUTE 9 OUTLET CENTER-SITE PLAN MODIFICATION
Location of Action (include Street Address, Municipality and County)
1468 STATE ROUTE 9,QUEENSBURY,NY
Name of Applicant/Sponsor DAVE KENNY
Address 1454 STATE ROUTE 9
City/PO LAKE GEORGE State NY Zip Code 12845
Business Telephone 518-796-7652
Name of Owner(if different)
Address
City/PO State Zip Code
Business Telephone
Description of Action:
DEMOLITION OF EXISTING 13,500 SF SHOPPPING MALL AND CONSTRUCTION OF NEW 62.495 SF SHOPPING CENTER.
MODIFY PREVIOUSLY APPROVED SITE PLAN
Page 2 of 21
Please Complete Each Question--Indicate N.A. if not applicable
A. SITE DESCRIPTION
Physical setting of overall project, bath developed and undeveloped areas.
1. Present Land Use:❑Urban ❑Industrial 0 Commercial ❑Residential (suburban) ❑Rural (non-farm)
❑Forest ❑Agriculture ❑Other
2. Total acreage of project area: 11.4 acres.
APPROXIMATE ACREAGE PRESENTLY AFTER COMPLETION
Meadow or Brushland (Non-agricultural) 2.4 acres 0.5 acres
Forested 5.6 acres 5.4 acres
Agricultural (Includes orchards, cropland, pasture, etc.) acres acres
Wetland (Freshwater or tidal as per Articles 24,25 of ECL) acres acres
Water Surface Area acres acres
Unvegetated (Rock, earth or fill) 1.5 acres acres
Roads, buildings and other paved surfaces 1.9 acres 5.2 acres
Other (Indicate type) Lawn&Landscaping acres 0.3 acres
3. What is predominant soil type(s) on project site?
a. Soil drainage: 0 Well drained 100% of site ❑Moderately well drained % of site.
❑Poorly drained % of site
b. If any agricultural land is involved, how many acres of soil are classified within soil group 1 through 4 of the NYS Land
Classification System? acres (see 1 NYCRR 370).
4. Are there bedrock outcroppings on project site? ❑ Yes a No
a. What is depth to bedrock 20+ (in feet)
5. Approximate percentage of proposed project site with slopes:
Q0-10% 77 % U 10- 15% 15 % 0 15% or greater 8 %
6. Is project substantiall contiguous to, or contain a building, site, or district, listed on the State or National Registers of
Historic Places? Yes 0 No
7. Is project substantially contiguous to a site listed on the Register of National Natural Landmarks? ❑Yes 0 No
8. What is the depth of the water table? 10+ (in feet)
9. Is site located over a primary, principal, or sole source aquifer? ❑Yes 0 No
10. Do hunting, fishing or shell fishing opportunities presently exist in the project area? ❑Yes 0 No
Page 3 of 21
1 1. Does project site contain any species of plant or animal life that is identified as threatened or endangered? ❑Yes 0 No
According to:
Identify each species:
12. Are there any unique or unusual land forms on the project site? (i.e., cliffs, dunes, other geological formations?
❑Yes Q No
Describe:
13. Is the project site presently used by the community or neighborhood as an open space or recreation area?
E1 Yes CI No
If yes, explain:
14. Does the present site include scenic views known to be important to the community? ❑Yes 0 No
15. Streams within or contiguous to project area:
NONE
a. Name of Stream and name of River to which it is tributary
16. Lakes, ponds, wetland areas within or contiguous to project area:
NONE
b. Size (in acres):
Page 4 of 21
17. Is the site served by existing public utilities? Yes D No
a. If YES, does sufficient capacity exist to allow connection? 0 Yes El No
b. If YES, will improvements be necessary to allow connection? El Yes CI No
18. Is the site located in an agricultural district certified pursuant to Agriculture and Markets Law, Article 25-AA, Section 303 and
304? fYes a No
19. Is the site located in or substantial) contiguous to a Critical Environmental Area designated pursuant to Article 8 of the ECL,
and 6 NYCRR 617? 0 Yes /i No
20. Has the site ever been used for the disposal of solid or hazardous wastes? El Yes 0 No
B. Project Description
1. Physical dimensions and scale of project (fill in dimensions as appropriate).
a. Total contiguous acreage owned or controlled by project sponsor: 11.4 acres.
b. Project acreage to be developed: 6.0 acres initially; 6.0 acres ultimately.
c. Project acreage to remain undeveloped: 5.4 acres.
d. Length of project, in miles: NA (if appropriate)
e. If the project is an expansion, indicate percent of expansion proposed. NA
f. Number of off-street parking spaces existing 50+/- ; proposed 313
g. Maximum vehicular trips generated per hour: 187 (upon completion of project)?
h. If residential: Number and type of housing units:
One Family Two Family Multiple Family Condominium
Initially
Ultimately
i. Dimensions (in feet) of largest proposed structure: 40 height; 90 width; 330 length.
j. Linear feet of frontage along a public thoroughfare project will occupy is? 270 ft.
2. How much natural material (i.e. rock, earth, etc.) will be removed from the site? 0 tons/cubic yards.
3. Will disturbed areas be reclaimed 0 Yes E No ❑N/A
a. If yes, for what intended purpose is the site being reclaimed?
lawn and landscaping
b. Will topsoil be stockpiled for reclamation? Yes No
c. Will upper subsoil be stockpiled for reclamation? 0 Yes El No
4. How many acres of vegetation (trees, shrubs, ground covers) will be removed from site? 2.1 acres.
Page 5 of 21
5. Will any mature forest (over 100 years old) or other locally-important vegetation be removed by this project?
❑Yes 0 No
6. If single phase project: Anticipated period of construction: 24 months, (including demolition)
7. If multi-phased:
a. Total number of phases anticipated (number)
b. Anticipated date of commencement phase 1: month year, (including demolition)
c. Approximate completion date of final phase: month year.
d. Is phase 1 functionally dependent on subsequent phases? n Yes ❑ No
8. Will blasting occur during construction? ❑Yes 0 No
9. Number of jobs generated: during construction 25 ; after project is complete
10. Number of jobs eliminated by this project 0
1 1. Will project require relocation of any projects or facilities? 1 1 Yes 0 No
If yes, explain:
12. Is surface liquid waste disposal involved? ❑Yes 0 No
a. If yes, indicate type of waste (sewage, industrial, etc) and amount
b. Name of water body into which effluent will be discharged
13. Is subsurface liquid waste disposal involved? n Yes 0 No Type
14. Will surface area of an existing water body increase or decrease by proposal? 11Yes 0 No
If yes, explain:
15. Is project or any portion of project located in a 100 year flood plain? ❑Yes 0 No
16. Will the project generate solid waste? 0 Yes ❑No
a. If yes, what is the amount per month? 2 tons
b. If yes, will an existing solid waste facility be used? .0 Yes ❑No
c. If yes, give name Warren/Wash.County p ; location Hudson Falls 0
d. Will any wastes not go into a sewage disposal system or into a sanitary landfill? ❑Yes 0 No
Page 6 of 21
e. If yes, explain:
17. Will the project involve the disposal of solid waste? DYes 0 No
a. If yes, what is the anticipated rate of disposal? tons/month.
b. If yes, what is the anticipated site life? years.
18. Will project use herbicides or pesticides? ❑Yes 0 No
19. Will project routinely produce odors (more than one hour per day)? Yes 0 No
20. Will project produce operating noise exceeding the local ambient noise levels? fYes 0 No
21. Will project result in an increase in energy use? 0 Yes No
If yes, indicate types)
gas&electric
•
22. If water supply is from wells, indicate pumping capacity gallons/minute.
23. Total anticipated water usage per day 1.000 gallons/day.
24. Does project involve Local, State or Federal funding? Yes 0 No
If yes, explain:
Page 7 of 21
25. Approvals Required:
Type Submittal Date
City, Town, Village Board ❑Yes ❑No
^ Site Plan 9/15/2013
City, Town, Village Planning Board 0 Yes ! I No
City, Town Zoning Board ❑Yes ❑ No
City, County Health Department El Yes 1-1 No
Other Local Agencies ❑Yes ❑ No
Other Regional Agencies 1 1 Yes ❑ No
1=I NYSDEC Stormwater Existing to be
State Agencies 0 Yes No
modified
Federal Agencies ❑Yes ❑No
C. Zoning and Planning Information
1. Does proposed action involve a planning or zoning decision? 0 Yes ❑ No
If Yes, indicate decision required:
E1Zoning amendment Ft Zoning variance ❑ New/revision of master plan n Subdivision
CI Site plan ❑ Special use permit ❑Resource management plan ❑ Other
Page 8 of 21
2. What is the zoning classification(s) of the site?
HC-int
3. What is the maximum potential development of the site if developed as permitted by the present zoning?
150,000 sf building
4. What is the proposed zoning of the site?
NA
5. What is the maximum potential development of the site if developed as permitted by the proposed zoning?
NA
6. Is the proposed action consistent with the recommended uses in adopted local land use plans? 0 Yes IJNo
7. What are the predominant land use(s) and zoning classifications within a '/ mile radius of proposed action?
Highway Commercial
8. Is the proposed action compatible with adjoining/surrounding land uses with a '14 mile? 0 Yes Ei No
9. If the proposed action is the subdivision of land, how many lots are proposed? NA
a. What is the minimum lot size proposed?
Page 9 of 21
10. Will proposed action require any authorization(s) for the formation of sewer or water districts? El Yes 0 No
1 1. Will the proposed action create a demand for any community provided services (recreation, education, police, fire protection?
a Yes fl No
a. If yes, is existing capacity sufficient to handle projected demand? 0 Yes El No
12. Will the proposed action result in the generation of traffic significantly above present levels? ❑Yes 0 No
a. If yes, is the existing road network adequate to handle the additional traffic. IIYes ❑No
D. Informational Details
Attach any additional information as may be needed to clarify your project. If there are or may be any adverse impacts
associated with your proposal, please discuss such impacts and the measures which you propose to mitigate or avoid them.
E. Verification
I certify that the information provided above is true to the best of my knowledge.
Applicant/Sponsor Name David Kenny Date 9/15/2013
Signature
Title 5i k 'i, c�
If the action is in the Coastal Area, and you are a state agency, complete the Coastal Assessment Form before proceeding with this
assessment.
Page 10 of 21
STORMWATER MANAGEMENT
REPORT
and
STORMWATER POLLUTION PREVENTION PLAN
NARRATIVE
for
KENNY SHOPPING CENTER
STATE ROUTE 9
SITE PLAN MODIFICATION
Town of Queensbury
Warren County, New York
Prepared by: NACE ENGINEERING, P.C.
169 HAVILAND ROAD
QUEENSBURY,NY 12804
QP"
Thomas W.Nace, P.E.
September 2013
File: #47550
The purpose of this report is to address changes to the approved storm drainage design as
required to accommodate the proposed site plan modifications. Those modifications
entail moving the rear portion of the building toward the front of the site and breaking the
building into 4 separate structures separated by outdoor courtyard areas. This will
displace much of the parking area which will be moved to the rear of the site.
Drainage on the developed site will be managed in the same manner as proposed in the
approved site plan with the exception that the courtyard areas that were not included in
the prior plan will all be constructed with permeable pavers. On the deep, well drained
sands on this site the pavers will eliminate all runoff from the courtyard areas. The use of
permeable pavers will only add to the "green infrastructure" of the previously approved
stormwater drainage system.
Proposed Development
The proposed project consists of a new 62,968 square foot shopping center to replace the
existing smaller shopping mall. The existing mall building will be demolished. The new
buildings will vary in size and will occupy the front and central portion of the property.
Customer parking will be located predominantly behind the buildings with a small
amount of parking at the very front of the site.
The proposed project will occupy the western half of the property. The eastern half of the
property will remain undeveloped.
The proposed development of the site will result in the following lot coverage:
Proposed Conditions Summary
Parcel Area: 11.4 acres=496,076 sf
Building Coverage: 62,968 sf = 12.7%
Asphalt Pavement Coverage: 133,119 sf = 26.8 %
Permeable Pavers 30,630 sf= 6.2%
Green Area: 269,359 sf = 54.3%
Construction Phasing
Construction is to be completed in three phases as delineated on drawing SP-4 and
described in the Construction Sequencing notes on that drawing. Construction on the site
started last year with the placement of site fills and the construction of the storm sewer
carrying the Route 9 drainage across the site. These construction items were completed
and the site stabilized. Phase 1 of the current plan(and previously approved plan)has
been started and consists of construction of the northerly building.
Phase 2 will include the construction of all roads and parking lots.
Phase 3 will include construction of the southern three buildings and associated sitework.
1
Proposed Storm«ater Management
Since the soils on the site are relatively permeable and are well suited to infiltration of
stormwater, the stormwater design for the developed site will utilize drywells for
subsurface infiltration of stormwater.
Runoff from the building roofs will be collected in roof drains and piped to drywells
located in front of the buildings.
Runoff from all of the roadways and parking lots will be collected in catch basins and
piped to drywells. The drywells will be interconnected with infiltration trench to provide
equalization and added infiltrative capacity. The catch basins will be larger than normal,
rectangular structures and will have two foot deep sumps to provide settling time and silt
storage at the source, the required pretreatment for infiltration devices. The drywells will
also have accessible covers for inspection and silt removal if required.
The courtyards and walkways will be constructed with permeable pavers over a crushed
stone drainage course.
The existing 24 inch storm drain serving State Route 9 has been extended east beyond the
fill to be placed for this project.
The developed site is divided into multiple drainage areas as depicted on the enclosed
drainage map.
All of the drainage system is designed to infiltrate all of the runoff from a 100-year design
storm without any overflow.
Green Infrastructure Practices and Requirements
Green infrastructure practices were addressed in the original approved stormwater report.
The only change in the drainage methodology is the addition of permeable pavers for the
walkways and courtyards.
Runoff Reduction
The calculation of runoff reduction and subsequent WQv requirements are unnecessary
since all runoff (including 100% of WQv) is being infiltrated in small, distributed
segments at or very near the source, thus meeting the intent and requirements of the NYS
Stormwater Green Infrastructure requirements.
Infiltration Pretreatment Rey u i rements
The Stormwater Design Manual states that if the infiltration rate is greater than 5 inches
per hour "100% of the WQv shall be pretreated prior to entry into an infiltration facility".
It also states that pretreatment techniques include: use of washed bank run gravel as
2
aggregate; and use of a pretreatment settling chamber sized in accordance with section
6.4.3.
We have specified the use of washed aggregate in all drywells. In paved areas we are
providing pretreatment settling and sediment collection in oversized catch basins sized in
accordance with section 6.4.3 which for the largest subcatchment equates to a surface
area required of 8 sq. ft. with a width to length ratio of 1.5 to 1 min. We are using 2'-6"x
4'-0"ID catch basins with a 2' deep sump.
Calculations
• All computations SCS TR-20, HydroCAD
• 10 year,24 hour storm-Type H rainfall=3.9"
• 50 year, 24 hour storm -Type II rainfall =4.8"
• 100 year,24 hour storm-Type II rainfall=5.4"
• Design percolation rate = 16 inches per hour for drywells to provide safety factor—4
inches per hour used for permeable pavers to provide additional safety factor
HydroCAD calculations have been performed to determine the amount of runoff from the
developed site. The developed site has been modeled as a series of subcatchments
(discrete drainage areas), reaches and ponds as shown on the attached HydroCAD
drainage diagram.
The attached HydroCAD calculations show the stormwater routing for the site and
summaries for each of the subcatchments, reaches and ponds.
Water Quality Control
The following minimum water quality volumes (WQv)are required by DEC. Since all of
the runoff from all design storms is being stored and infiltrated, the following minimum
water quality water quality volumes required by DEC are obviously being met:
Drainage Basin WQv req'd. WQv Provided
Developed site - 14,835 cf 14,835+cf
Channel Protection Volume
Channel protection is required by the DEC Stormwater Management Design Manual. The
channel protection volume (Cpv) equals the 24 hour extended detention of post-
developed 1-year, 24 hour storm. Since all of the runoff from the 1-year storm is being
detained and infiltrated,the requirement for channel protection is obviously being met.
Town of Queensbury Peak Discharge Requirements
The Town of Queensbury requires that the post-development discharge for a 50 year 24
hour storm does not exceed the pre-development conditions.
3
r
Entire Site
Existing peak discharge = 14.8 cfs
Developed peak discharge =0.0 cfs
Therefore the design meets Queensbury's standards.
Overbank Flood Control
Overbank flood control is required by the DEC Stormwater Management Design Manual.
The overbank flood control requires that the peak discharge rate from the 10 year 24 hour
storm be reduced to pre-development rates.
Entire Site
Existing peak discharge = 11.4 cfs
Developed peak discharge =0.0 cfs
Therefore the design meets DEC criteria for overbank flood control.
Extreme Storm Control
Extreme storm control is required by the DEC Stormwater Management Design Manual.
The extreme storm control requires that the peak discharge from the 100 year storm be
reduced to pre-development rates.
Entire Site
Existing peak discharge = 17.0 cfs
Developed peak discharge =0.00 cfs
Therefore the design meets DEC criteria for extreme storm control.
See original, approved Stormwater Report for Temporary Erosion and Sediment
Control Measures
Appendix
MAPS
• Proposed Drainage Areas
HydroCAD
• Post Development Drainage Diagram
• Post Developed Conditions — 10 Year Design Storm
• Post Developed Conditions—50 Year Design Storm
• Post Developed Conditions— 100 Year Design Storm
4