Romeo_Site Plan Review Application TOWN OF QUEENSBURY
Site Plan Review Application
Review Process:
1. Required Pre-submission meeting with staff to determine general completeness to be held no later than 1
weep prior to deadline day. Call (518) 761-8265 or(518) 761-8220 for an appointment.
2. Submittal of complete application: I 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 (hard copy & electronic):
Please submit.1 original& 14 copies of the completed application package to include:
• Completed Application pages 2-9, signed&dated
• Pre-Submission Meeting Notes: signed by staff
• Copy of Deed
• Checklist&Plot Plan
• Environmental Assessment Form for any non-residential project
• Fee: $100 (0 — 10,000 sq. ft.); $250 (10,001 — 30,000 sq. ft.); $500 (30,001 -100,000 sq. ft.); $1,000
(100,000+sq. ft.)
Staff& Contact Information:
Craig Brown, Zoning Administrator crahzb(ii),gueensbury.net
Laura Moore, Land Use Planner ImooreAqueensbury.net
Sunny Sweet, Office Specialist—Planning suunys*aueensbury.net (518) 761-8220
Visit our website at www.uueensbury.net for further information and forms
1
Site Plan Review application—Revised October 2016
Town of Queensbury Planning Office-742 Bay Road,Queensbury,NY 12804
General Information
Tax Parcel 1D Number: 226.16-1-40
Zoning District: wR-IA
Lot size: 13,153 Sq.Ft.
Detailed Description of Project [includes current&proposed use]:
r n e id nti 1 Th ' t needing a walks and their
replacement with a permeable pavement system-a portion of which lies within 50 feet of the Lake George shoreline.SEE Code
section 179-6-050.Shoreline regulations D.Miscellaneous provisions.[4]Shoreline fill or hard surfacing.:..
Location of project:
282 Cleverdale Road
Applicant Name: Leonard Romeo Address: 2 Griffmg Place,Queensbury
Horne Phone 518 792 4997 Cell: 518 788 1457
Work Phone 518 361 4199 Fax 518 792 3086
E-Mail: Lenromeo@yahoo.com
Agent's Name: Dave Linehan for JGLMcorp. Address: 124 Park Road Queensbury
Home Phone Cell: 518 361 1756
Work Phone 518 792 2021 Fax 518 792 3086
E-mail
dfl@jglmcorp.com
Owner's Name Lenonard Romeo Address 2 Griffmg Place,Queensbury
Home Phone 518 792 4907 Cell 518 788 1457
Work Phone Fax
518 361 4199
E-mail
Lenromeo@yahoo.com
2
Site Plan Review application—Revised October 2016
Town of Queensbury Planning Office-742 Bay Road,Queensbury,NY 12804
Site Development Data
Area 1 Type Existing sq. ft. Proposed Total sq. ft.
Additions . ft.
A. Building footprint 1288.00 1283.00
B. Detached Garage 493.29 493.29
C. Accessory Structur ( _-' 7l 306.00 306.00
. ;C 7 ®�
D. Pavty'f'
avel or other hard surfaced area ..
�... � e a.�`_ .. . C�v _ e 1446.00 1446.00
" WW
E. Porches/Decks P 40,
e ® 84.00 84.00
F. Other A, .. -I..r 270.00 394 654 x.5 -327
. 71 qP l -
G. Total Non-Permeable [Add A-F] 3882.29 3983.29
H. Parcel Area [43,560 sq.ft./acre] 13158.00 13158.00
I. Percentage of Impermeable Area of Site [I=GIH] 29.5% 30%
Setback Requirements
Area Required Existing Proposed
Front [1] N/A
Front[2]
NIA
Shoreline NIA
Side Yard[1] NIA
Side Yard [2] NIA
Rear Yard[1] N/A
Rear Yard[2] NIA
Travel Corridor N/A
Height[max] N/A
Permeability 25% 295% 30%
No. of parking spaces N/A
3
Site Plan Review application—Revised October 2016
Town of Queensbury Planning Office-742 Bay Road,Queensbury,NY 12804
nal Project Information
Additional.. . .
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): To be determined
3. Does this project require coverage under the New York State Pollutant Discharge Elimination System
(SPDES)Permit Program? No
d. Estimated project duration: Start Date April 2018 End Date June 2018
5. Estimated total cost of project:
6. Total area of land disturbance for project: 0.15 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.
Zoning District Symbol Floor Area Ratio [FAR]
Waterfront Residential WR 0.22
Commercial Moderate/Intensive CM/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.
A. Parcel Area 13158 sq. f}.
B. Existing Floor Area sq. ft. [see above defmition]
C. Proposed Additional Floor Area sq. ft.
D. Proposed Total Floor Area sq.-ft.
E. Total Allowable Floor Area 2895 (Area x •22 [see above table]
*If D is larger than E. a variance or revisions to your plan may be needed. Consult with Staff.
4
Site Plan Review application—Revised October 2016
Town of Queensbury Planning Office-742 Bay Road,Queensbury,NY 12804
f
§ 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
A. The proposed project furthers or is consistent with the policies of the Town's Comprehensive Plan.
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.
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.
D. The site plan must conform to Chapter 136 Sewage and Sewage Disposal,Chapter 147 Stormwater Management Local Law,and other
applicable local laws"
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.
k 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 19oading 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.
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 matting 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.
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.
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.
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.
I 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.
M. Fire lanes,emergency zones and fire hydrants will be adequate and meet the needs and requirements of emergency service providers.
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.
O. The site plan conforms to the design standards,landscaping standards and performance standards of this chapter.
5
Site Plan Review application—Revised October 2016
Town of Queensbury Planning Office-742 Bay Road,Queensbury,NY 12804
§ 179-9-050 Checklist-Application for Site Plan Review.
Application materials and site plan shall include sufficient information for the Board to review and provide a
decision. The applicant is to provide a site plan drawing and all attachments that address items AN. The
applicant may request a waiver from AN and is to provide reasons for waiver(s)requested. Please label
information to be submitted.
REQUIREMENTS Sheet#
A. A vicinity map drawn at the scale that shows the relationship of the proposal to existing community facilities which affect p 11-12
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 maybe superimposed on a United States
Geological Survemap 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 8112"x 11"sheets as necessary for wtitten p. 11-12
information. The information 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.
p. 11-12
D. Name and address of the owner of record,developer,and seal of the engineer,architect or landscape architect. if the p 11-12
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 p. 11-12
floor 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,
sidewalks,ramps,curbs,paths,landscaping,walls and fences. Location,type and screening details for all waste disposal p. 11-12
containers shall also be shown.
G. The location,height,intensity and bulb type(sodium,incandescent,etc.)of all external lighting fixtures. The direction of p 11-12
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. none
1. The location of all present and proposed utility systems including: to be
1. Sewage or septic system; determined
2. Water supply system;
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' Additional
and flooding of other properties,as applicable. A Stormwater Pollution Prevention Plan(SWPPP)for all land development measures at
activities(excluding agricultural activities)on the site that results in land disturbance of one acre or more. A,SWPPP shall request of
comply with the requirements of the DEC SPDES MS-4 General Permit and Chapter 147 of the Town of Queensbury Planning
Code. It shall be at the discretion of the Planning Board as to whether a SWPPP or an erosion and control plan shall be Board.
required for a site plan review project land disturbance of less than one 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 Marls_ If any portion of the parcel Spot
elevations.
is within the 100-year floodplain,the area will be shown and base flood elevations given. Areas shall be indicated within
p. 11-12
the proposed site and within 50 feet of the proposed site where soil removal or filling is required,showing the approximate
volume in cubic yards.
Z,. A landscape plan showing all existing natural land features than may influence the design of the proposed use such as rock new plants
outcrops,stands of trees,single trees eight or more inches in diameter,forest cover and water sources and all proposed to be stored
changes to these features,including sizes and types of plants. Water sources include ponds,lakes,wetlands and -replanted
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. N.A.
6
Site Plan Review application—Revised October 2016
Town of Queensbury Planning Office-742 Bay Road,Queensbury,NY 12804
REQUMEMENTS (CONTEWED) Sheet#
N. Traffic flow patterns within the site,entrances and exits,loading and unloading areas,as well as curb cuts on the site and N.A
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: residential
use
1- The projected number of motor vehicle trips to enter or leave the site,estimated for weekly and Waver
annual peak hour traffic levels; Requested
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:
Waver
1. Estimated area of structure to be used for particular purposes such as retain operation,office, Requested
Storage,etc.;
2. Estimated maximum number of employees;
3. Maximum seating capacity,where applicable;and
4. Number of parking spaces existing and required for the intended use.
P. l.. Floor Plans.
Waver
2. Elevations at a scale of one-quarter inch equals one foot(114"=1 foot)for all exterior facades of the proposed structure(s) Requested
and/or alterations to or expansions of existing facades,showing design features and indicating the type and color of materials W.R.
to be used.
Q. Soil logs,water supply well and percolation test results,and storm water runoff calculations as needed to determine and
mitigate project impacts- W.R.
R. Plans for disposal of construction and demolition waste,either on-site or at an approved disposal facility. W.R.
S. Plans for snow removal,including location(s)of on-site snow storage. W.R.
T. An Environmental Assessment Form("EAF")as required by the SEQRA regulations,with Part I completed by the Applicant Type II
shall be submitted as part of the application. If the proposed project requires a special use permit and an EAF has been
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 N.A.
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
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. betterment
7
Site Plan Review application—Revised October 2016
Town of Queensbury Planning Office-742 Bay Road,Queensbury,NY 12804
Site-Plan-Review Completed Questions For § 179-9-050 Requirements A.-V.
A.-H.See Survey Map P. 20'SHOP DWG'Sheets 1, 2 and Techo-Bloc detail sheet Pages 11 & 12
1.The Septic and water supply systems are pre-existing as is Telephone and cable. A seawall is present
and good repair.
J.SWPPP is not necessary refer to plan and Techo- Bloc detail to be implemented. Erosion control
measures will be implemented at the request of the Planning Board. David Linehan has a current
'Assigned Trainee Storm water identification Number-SWT#56-T-4121 7-3 7'
K. SEE:Spot Elevations on plan sheets-Pages 11 , 12
L. SEE:SHOP DWG. plan and Detail sheets- Pages 11 , 12 & 13
M. No Land Use boundaries are within 500 feet of the site.
N. W R=Waver Requested/residential use
O. W R=Waver Requested/residential use
P. W R=Waver Requested/existing residential use
Q. W R=Waver Requested/existing sea-wall
R. W R=Waver Requested/less than 1 acre
S. W R=Waver Requested/only fill material to be removed
T. N/A = Not Applicable see U.
U. Type II Action pursuant to SEQRA http://www.dec.ny.gov/permits/39800.html
617.5(c)(10) "construction, expansion or placement of minor accessary/appurtenant residential
structures, including garages, carports,patios, decks,swimming pools, tennis courts,satellite dishes,
fences, barns, storage sheds or other buildings not changing land use or density;"
V. [As reviewed with staff P. 8]SEE: 'Shop Drawing Sketch plan' & Photo's p.2-24 This application is to
better define the regular paths of pedestrian circulation by removing existing compacted turf and
existing impervious pavement and replacing it with an all weather permeable paver surface a system
incorporating a base of aggregate stone the voids of which store stormwater and reduce the area's time
of concentration.SEE: Details by Techo-Bloc Corp./OlyOla edg detail P. 13 Additional minor grading
to direct stormwater will be required-such as from the roof drain. Modifications will direct runoff to
existing and planted elements to the extent possible.Certain plants shall be temporarily moved prior to
construction and stored in a temporary holding area on site.Any new plants as needed for dry-swale
areas along the proposed walk will be selected from but not limited to the(lists)
"Nathle olanys,%r sped,fic:lundsccloin OJe tiue:; " available at the Lake George Association Website.
7 b.
Town of Queensbury Site M9re-Submission Conference Form 1 Section 179-9-040
1. Applicant Name:
2. Tax Map"Wo2j, LV-J Location:
3. Zoning Classification G-J11Z
4. Reason for Review: G, (-uri Q_
Lj
5. Zoning Section C
6. Pre-Submission Meeting Notes: Provided Outstanding; Please provide by
Deed
General Information complete
(Site-Myclopment Data Complete
�1c,-4-J,�--'Setback�Requirements Complete
Additional Project Information Complete
FAR addressed
-,Requirements for Site Plan-Standards
"Checklist items addressed
Environmental Form completed
Signature Page completed
U
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Representative:.
Applicant Agent, Date:
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8
Site Plan Review application—Revised October 2016
Town of Queensbury Planning Office-742 Bay Road,Queensbury,NY 12804
Signature Page r-srr
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 th of th p pe is
not the same as the applicant
Owner: - V�'
Designates:
As agent regarding: Variance Site Plan Subdivision Mo4dI"WAAtk-V
For Tax Map No.: Section Block Lot
Deed Reference: Book Page Date
OWNER SIGNATURE: DATE:
APPLICANT'S AGENT FORM:
Complete the following if the P is u o meeting or wishes to be represented by another parry:
Owner:
Designates: 'p v
As agent regarding: Variance Site Plan Subdivisions .
For Tax Map No.: Section . Block Lot
Deed Reference: Book Page Date
OWNER SIGNATURE: DATE:
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: 1,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 acid 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 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 a e re d and e to the abode.
kATA � gfA Rb Il P O
i re[ ' ant Print Name [Applicant] Date signed
all�b L,�nl� nl 5 ze
xgnature [Agent]V Print Name [Agent] bate signed
9
Site Plan Review application—Revised October 2016
Town of Queensbury Planning Office-742 Bay Road,Queensbury,NY 12804
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Installation guide
SEGMENTAL PERMEABLE PAVEMENT
A. PERMEABLE PAVER FROM TECHO-BLOC
AH B. JOINT FILLING MATERIAL
ASTM No 8(CSA 2.5-10 mm)AGGREGATE
C. BEDDING COURSE I'A"to 2"(40 to 50 mm)
ASTM No 8(CSA 2.5-10 mm)AGGREGATE
D. BASE COURSE 4" 100 mm
ASTM No 57(CSA 5-28 mm)AGGREGATE
E. SUBBASE COURSE
vnRiAeJ\�i� ASTM No 2(CSA 40-80 mm)AGGREGATE
F. GEOTFXTILE ism
G. SUBGRADE
\//\/// //\� \/`/\/� H.
��\i/\moi '�\T
� G
*%.m
SEGMENTAL PERMEABLE PAVEMENT- FULL INFILTRATION
Typical cross section
A y A. PERMEABLE PAVER FROM TECHO-BLOC
a
B. JOINTFILLING MATERIAL
ASTM No 8(CSA 2.5-10 mm)AGGREGATE
C. BEDDINGCOURSEI1/2'to2"(40to50mm)
' T ASTM No 8(CSA 2.510 mm)AGGREGATE
,_.
D. BASECOUR5E4"(100 mm)
ASTM No 57(C-SA 5-28 mm)AGGREGATE
E. SUBBASE COURSE
e \�\/ ASTM No 2 CSA 40-80 mm AGGREGATE
//. F. GEOTEXTILE
gG. SUBGRADE
H. CONCRETE EDGE
1. PERFORATED DRAIN CONNECTED TO
G r
DRAINAGE SYSTEM
OSEGMENTAL.PERMEABLE PAVEMENT-PARTIAL INFILTRATION
Typical cross section
A H A. PERMEABLE PAVER FROM TECHO-BLOC
e B. JOiNTFILLING MATERIAL
ASTM No 8(CSA 2.5-10 mm)AGGREGATE
f M C. BEDDING COURSE I I/?'to 2"(40 to 50 mm)
ASTM No 8(CSA 2.510 mm)AGGREGATE
D. BASE COURSE4"(100 mm)
ASTM No 5W(CSA 5-28 mm)AGGREGATE
E. SUBBASE COURSE r
ASTM No 2(CSA 40-80 mm)AGGREGATE
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F. IMPERMEABLE MEMBRANE
G. SUBGRADE
H. CONCRETE EDGE
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SEGMENTAL PERMEABLE PAVEMENT NO INFILTRATION
Typical cross section —
Native Plants for Rain Gardens
Homeowners Guide to lake-Friendly Living Fact Sheets Series
A rain garden is a slightly depressed garden-filled with native plants that allow rainwater to slowly soak into the
soils ,replenishing groundwater and protecting our surface water.
® Soil Moisture Exposure
Beardtongue(Penstemon•diotalis) Moist sun-part shade
Beebalm(Monarda didyma) Moist full sun-part shade
Big Bluestein(Andropogon gerardii) Moist-Dry sun
Black snakeroot(Cimicifuga racemosa) Moist full sun-part shade
Blue Flag Iris(Iris versicolor) Saturated full sun-part shade
Buttonbush(Cephalanthus occidentalis) Saturated-Moist sun
Cardinal Flower(Lobelia cardinalis) Saturated-Moist full sun-part shade
Cinnamon Fern(Osmunda cinnamomea) Saturated-Moist sun-shade
Columbine(Aquilegia Canadensis) Moist-Dry sun-shade
Common Alexanders(Zizia aurea) Saturated-Moist sun-part shade
Cranesbill(Geranium maculatum) Moist-Dry full sun-part shade
Cut-leaf Coneflower(Rudbeckia laciniata) Saturated-Dry sun-part shade
Foamflower(Tiarella cordifolia) Moist sun-shade
Great Blue Lobelia(Lobelia siphilitica) Saturated-Moist sun-shade
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Benefits of a Rain Garden Designing your rain garden
-Recharge local groundwater hyo -Pick a relatively flat area 10 feet away
-Reduce mosquito breeding by u� . ,�. - ;, a s from the house
removing standing water — -A typical rain garden is 100 to 300 square
-Create a habitat for birds and �, feet and should be twice as long as it is
butterflies wide
-Reduce the potential of home flooding -Depth should be about 4 to 8 inches
-Protect streams and rivers
Joe Pye Weed(Eupatorium sp) Saturated-Dry sun-part shade
Marsh Marigold(Caltha palustris) Saturated-Moist sun-shade
Narrow Sundrops(Oneothera fruticosa) Moist-Dry sun
New England Aster(Aster novae angliae) Saturated-Dry full sun part shade
Rough Goldenrod(Solidago rugosa) Saturated-Dry sun
Royal Fern(Osmunda regalis) Saturated-Moist sun-shade
Sensitive Fern(Onoclea sensibilis) Saturated-Moist sun-shade
Silky Dogwood(Cornus amomum) Moist sun-part sun.
Spicebush(Lindera benzoin) Moist sun-shade
Switch Grass(Panicum virgatum) Saturated-Dry sun
Swamp Milkweed(Asclepias incarnata) Saturated-Moist full sun-part shade
Virginia Bluebells(Mertensia virginica) Moist full sun-part shade
White Turtlehead(Chelone glabra) Saturated-Moist full sun-part shade
Wild Blue Lupine(Lupinus perennis) Dry sun-part sun
Wild Ginger(Asarum canadense) Moist sun-part shade
Wild Senna(Senna hebecarpa) Moist full sun-part shade
Winterberry holly(Ilex verticillata) Saturated-Moist sun-part shade
To learn more about the LGA and how to support its work,go
online to www.lakegeorgeassociation.org or call 518-668-3558
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M f, WARREN COUNTY— STATE OF NEW YORK
PAMELA ,3.VOGEL, COUNTY CLERK
1340 STATE ROUTE 9,
LAKE GEORGE, NEW YORK 12845
COUNTY CLERK'S RECORDING PAGE
**"THIS PAGE IS PART OF THE DOCUMENT-DO NOT DETACH***
Recording :
Cover Page 5 .00
111101 Recording Fee 35 .00
Cultural Ed 14.25
Records Management - Coun 1.00
Records Management - Stat 4. 75
Additional Names 0. 50
BOOK/PAGE: 5379 / 70 TP584 5 .00
INSTRUMENT #: 2016-4133 RP5217 Residential/Agricu 116.00
RP5217 - County 9.00
Receipt#: 2076403590 _
Clerk: LB Sub Total : 19Q. 50
Rec hate: 06/27/2016 09: 19:06 AM
Doc Grp: RP Transfer Tax
Descrip: DEED Transfer Tax - State 3820.00
NUM Pgs: 4 _
Rec 'd Frm: ALL SEASONS TITLE AGENCY, INC Sub Total : 3820.00
Partyl: CLEMENTE DAVID P TRSTE
Party2 : ROMEO LEONARD Total : 4010. 50
Town : QUEENSBURY NOTICE: THIS IS NOT A BILL
Transfer Tax ..*r'**
Transfer Tax #: 2571
Transfer Tax
Consideration: 955000 .00
Transfer Tax -- State 3820.00
Total : 3820.00
WARNING"*
Record and Return To : I hereby certify that the within and foregoing was
recorded in the Warren County Clerk's Office.,
State of New York.
This sheet constitutes the Clerks endorsement
ELECTRONICALLY RECORDED BY SIMPLfFILE required by Section 316 of the Real Property Law
of the State of New York.
Pamela J. Vogel
Warran County Clerk
r
THIS INDENTURE, made the J' day of June,2016
BETWEEN
DAVID P. CLEMENTE, as Titistee of the Clemente Qualified Personal Residence Trust III
{Cleverdale, N.Y.}with an address at 11 Empire Circle, Rensselaer,New York 12144 party of the
first part, and
LEONARD ROMEO residing at 2 Griffing Place, Queensbury, New York 12804, party of the
second part
WITNESSETH,that the party of the first part in consideration of NINE HUNDRED FIFTY FIVE
THOUSAND DOLLARS ($955,000.00) lawful money of the United States, paid by the party of
the second part,does hereby grant and release unto the party of the second part,the heirs,successors
and assigns of the party of the second part forever,
.ALL 'T'HA'I' TRACT OR PARCEL OF LAND DESCRIBED IN SCHEDULE "A"
ATTACHED HERETO AND MADE A PART HEREOF
BEING the same premises conveyed to the party of the first part by deed dated November 19, 1998
and recorded in the Warren County Clerk's Office on December 21, 1998 as instrument No.:
0001381.
SUBJECT to all covenants,conditions,restrictions and easements of record affecting said premises.
TOGETHER with all the right,title and interest of the party of the first part, of in and to the land
lying in the street in front of and adjoining said premises.
TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and
to said premises,
TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs,
successors and assigns of the parry of the second part forever.
AND the party of the first part covenants as follows:
FIRST, that the party of the second part shall quietly enjoy the said premises;
SECOND, that the party of the first part covenants that the party of the first part has not done or
suffered anything whereby the said premised have been incurnbered in any way whatever,except as
aforesaid.
THIRD the parry of the first part, in compliance with Section 13 of the lien Law,covenants that the
party of the first part will receive the consideration for this conveyance and will hold the right to
receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the
r
SCHEDULE
ALL THAT CERTAIN LOT, PIECE OR PARCEL OF LAND with the buildings and improvements thereon erected,
situate, lying and beim on Ripley's Point in the Town of Queensbury_ County of Warren, New York, more particularly
described as follows:
BEGINNING as a point in the East line of the road as laid down on a map of said Ripley's Point, made by J.W. Reed,
April, 1887, at the Southwest corner of Lot #24 of said survey of the lots on the Easterly side of said point, and running
thence S. 88° 40' East to the share of Lake George; thence Southerly alono the said shore of the Northeast comer of Lot
X26 of said survey: thence N. 88° 40' West to the Easterly side of the said road and thence N_ 1' 55' West along the
Easterly side of said road sixty (60) feet, more or less to the place of beginning, beim Lot 425 of the said survey on the
Easterly side of said point. beginning,
Being more modernly described as follows:
ALL THAT CERTAIN TRACT, PIECE OR PARCEL OF LAND SITUATE in the Town of Queensbury, County of
Warren, State of New York lying along the easterly line of Cleverdale Road and being further bounded and described as
follows: y
BEGINNING at the point cf intersection of the easterly line of Cleverdale Road with the common division line of lands
now or formerly of Michael Montemarano and Linda Montenharano as conveyed in Book 1331 of Deeds at Page 331 to
the south and the parcel of land herein being described to the north_ said point located North 78 deg. 53 min. 50 sec. East,
0.6 feet from a point marked with a red capped iron rod found and North 12 deg. 48 m1n. 10 sec. West, 60.00 feet from a
point marred with an iron pipe found being the southwesterly comer of said lands of Montelnarano as measured aloe`
said easterly lige, Thence from said Point gfBeginning along said easterly line of Cleverdale Road,North 12 dei,. 48 min.
10 sec. West, 60.00 feet to the point of intersection of said easterly line with the common division line of lands now or
formerly of loan Robertson, a/k/a Joan AHR Robertson, a/Va Joan A. Robertson as conveyed in Book 1267 of Deeds at
Page 235 to the north and the parcel of land herein being described to the south: Thence along said common division line,
North 78 deg. 53 min. 50 sec. East, 214.60 feet to a point marked with an iron pipe found in a concrete "seawall` located
in the approximate westerly shore line of Lake George; Thence in a southerly direction along said concrete "seawall" and
along the approximate westerly shore line of Lake George, 61.1 feet to the point of intersection of said approximate
westerly shore line with the aforesaid common division line of said lands of Montemarano to the south and the parcel of
land herein being described to the north, said approximate westerly shore line having a tie line of South 21 deg_ 50 min_
50 sec_ East, 61.04 feet; Thence along said the common division line, South 78 deb. 53 min. 50 see. West, 224.20 feet to
the point or place of beginning and containing 13,158±square feet of land to the tie line.
improvement and will apply the same first to the payment of the cost of the improvement before
using any part of the total of the same for any other purpose.
IN WITNESS WHEREOF,the party of the first part has duly executed this deed the day and year
first above written. rb
1N PRESENCE OF
DAVID P. CLEMENTE, TRUSTEE
STATE OF NEW YORK )
COUNTY OF SARATOGA }
On the day of.lune, 2016 before me, the undersigned, a notary public in and for said
state,personally appeared DAVID P.CLEMENTE personally known to me or proved to me on the
basis of satisfactory evidence to be the individual(s)whose name(s) islare subscribed to the within
insti ument and acknowledged to me that helshelthey executed the same in luslhcrltheir capacity(ies),
and that by his\herltheir signature(s)on the instrument,the individual(s),or the person upon behalf of
which the individual(s) acted, executed the instrument. M
--
Ngtary P blit
a
RECORD AND RETURN TO: