Zemanek Full Sumbmission SPR1
Site Plan Review application – Revised October 2016
Town of Queensbury Planning Office-742 Bay Road, Queensbury, NY 12804
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
week prior to deadline day.Call (518) 761-8265 or (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 (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 craigb@queensbury.net
Laura Moore, Land Use Planner lmoore@queensbury.net
Sunny Sweet, Office Specialist – Planning sunnys@queensbury.net (518) 761-8220
Visit our website at www.queensbury.net for further information and forms
2
Site Plan Review application – Revised October 2016
Town of Queensbury Planning Office-742 Bay Road, Queensbury, NY 12804
General Information
Tax Parcel ID Number: ____________________
Zoning District: ____________________
Lot size: _____________________
Detailed Description of Project [includes current & proposed use]:
__________________________________________________________________________________________
__________________________________________________________________________________________
__________________________________________________________________________________________
Location of project:
________________________________________________________________________________
Applicant Name: Address:
Home Phone Cell:
Work Phone Fax
E-Mail:
Agent’s Name:Address:
Home Phone Cell:
Work Phone Fax
E-mail
Owner’s Name Address
Home Phone Cell
Work Phone Fax
E-mail
3
Site Plan Review application – Revised October 2016
Town of Queensbury Planning Office-742 Bay Road, Queensbury, NY 12804
Site Development Data
Area / Type Existing sq. ft. Proposed
Addition sq. ft.
Total sq. ft.
A. Building footprint
B. Detached Garage
C. Accessory Structure(s)
D. Paved, gravel or other hard surfaced area
E. Porches / Decks
F. Other
G. Total Non-Permeable [Add A-F]
H. Parcel Area [43,560 sq. ft. / acre]
I. Percentage of Impermeable Area of Site [I=G/H]
Setback Requirements
Area Required Existing Proposed
Front [1]
Front [2]
Shoreline
Side Yard [1]
Side Yard [2]
Rear Yard [1]
Rear Yard [2]
Travel Corridor
Height [max]
Permeability
No. of parking spaces
Required Existing Proposed
2 Acres 0.05 Acres 0.45 Acres
150' 10' 86.58'
150' 0' 0'
150' 10' 87.06'
Existing Sq. ft. Proposed Addition Sq. Ft. Total Sq. Ft.
A. Main House 0 1008 1008
B. Shed (with lean to) 0 0 0
C. 0 1326 1326
D. Walkways, Patio, Landscape Steps 0 0 0
E. Total Non-Permeable (Sq. Ft.) [Add A-F] 0 2334 2334
F. Parcel Area [43,560 sqft/acre] 2,218 17,615 19,833
G. 2,218 17,615 19,833
H. 0.0% 11.8% 11.8%
Required Existing Proposed
30' 0' 133.75'
50' 0' 54.76'
20' 0' 29.21'
20' 0' 29.23'
30' N/A N/A
N/A N/A N/A
28' 0 27.6'
75% 100.0% 88.2%
202
Height [max]
No. of parking spaces
Minimum Lot Size:
Parcel Information: LOT 2
Owner: Paul & Corina Zemanek
Tax map I.D. Lot 2 #: 289.10-1-52.2
Zoning Designation: Waterfront Residential (WR)
0.05 Ac; 2,218 (sf)
Proposed Area Lot 2: 0.455 Ac; 19,833 (sf)
Site Requirements: LOT 2
Existing Area Lot 2:
Area
Minimum Lot Width:
Minimum Road Frontage:
Minimum Water Frontage:
Site Development Data: LOT 2
Area / Type
Travel Corridor
LOT 2
Shoreline
Side Yard [1] (East)
Side Yard [2] (West)
Front (Toward Glen Lake Road)
Area
Setback Requirements: LOT 2
Driveway
Rear Yard
Total Developable Parcel Area (F-G)
Percentage of Impermeable Area of Site
Permeability
4
Site Plan Review application – Revised October 2016
Town of Queensbury Planning Office-742 Bay Road, Queensbury, NY 12804
Additional Project Information
1. Will the proposal require a Septic Variance from the Town Board of Health? _______________
2. If the parcel has previous approvals, list application number(s): _________________________
3. Does this project require coverage under the New York State Pollutant Discharge Elimination System
(SPDES) Permit Program ? _______________
4. Estimated project duration: Start Date __________ End Date __________
5. Estimated total cost of project: _______________
6. Total area of land disturbance for project: _______________
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 ___________________________ sq. ft.
B. Existing Floor Area ___________________________ sq. ft. [see above definition]
C. Proposed Additional Floor Area ___________________________ sq. ft.
D. Proposed Total Floor Area ___________________________ sq. ft.
E. Total Allowable Floor Area ___________________________ (Area x _____) [see above table]
*If D is larger than E. a variance or revisions to your plan may be needed. Consult with Staff.
Zoning District Symbol Floor Area Ratio (FAR)
WR 0.22
Existing Floor Area Ratio (FAR) Computations: Existing Property Size
A. 2,218.00 sq. ft.
B. 0.00 sq. ft.
C. 487.96 sq. ft.
D.
Proposed Floor Area Ratio (FAR) Computations: Proposed Property Size
A. 19,833.00 sq. ft.
B. 2,568.00 sq. ft.
C. 4363.26 sq. ft.
D.Proposed Floor Area Ratio (FAR) - 3 Floors
Total Allowable Floor Area
12.95%
Total Allowable Floor Area
Existing Floor Area Ratio (FAR)
Floor Area Ratio Worksheet: LOT 2
Existing Floor Area
Proposed Floor Area - 3 Floors
Parcel Area
Parcel Area
Waterfront Residential (WR)
0.00%
(LAKE SIDE)
(ROAD SIDE)
25
'
-
7
3 4"
9'
-
1
1 8"
EXISTING GRADE
AT TOP OF SLOPE
EXISTING GRADE AT
BOTTOM OF SLOPE
27
'
-
7
3 4"
9'-11
8"
RETAINING WALLS
AS NECESSARY
5
Site Plan Review application – Revised October 2016
Town of Queensbury Planning Office-742 Bay Road, Queensbury, NY 12804
§ 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.
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.
G.Off-street parking and l9oading 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 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.
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.
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.
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.
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.
Stephen Traver, Chairman, and Planning Board Members February 2023
Re: Zemanek Residence, Elm Drive on Glen Lake
Page 1 of 3
§ 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.
Yes, one single family residence on a .455± acre parcel in the WR zone
around Glen Lake is consistent with the current comprehensive plan and
existing development around Glen Lake.
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.
All applicable standards will be met except for minimum lot size, minimum
lot width, minimum road frontage, minimum water frontage, stormwater
within 100’ of shoreline and access to the lot, which is proposed by means of
an existing driveway off Elm Drive (same owner). (Area variance required
for nonconforming area standards.)
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.
Not applicable for private residential property.
D. The site plan must conform to Chapter 136 Sewer and Sewage Disposal,
Chapter 147 Stormwater Management Local Lay, and other applicable local
laws.
Sewage Disposal and Stormwater Maintenance Systems compliant with
Chapters 136 & 147 are proposed.
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.
One single family residence is proposed on a .455± acre parcel in the WR
zone. The project is being designed to be as inconspicuous and as least
disruptive of the site as practical. No steep slopes are to be impacted, existing
driveway to be used for access and no tree clearing is proposed.
F. The establishment, maintenance and operation of the proposed use will not
create public hazards from traffic, traffic congestion or the parking of vehicles
Stephen Traver, Chairman, and Planning Board Members February 2023
Re: Zemanek Residence, Elm Drive on Glen Lake
Page 2 of 3
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.
One new single family residence will be accessed by sharing an existing
driveway; therefore, no undue traffic hazard will be introduced.
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 area either undeveloped or previously
developed without having made provision for future linking, then a future
connection must be identified and provided for in the site plan under review
for such future linking 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.
Not applicable for private residential property.
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 service 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 made 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.
Little to no adverse impact on natural resources on the site is expected, based
on the following that have been incorporated into the project, positive impacts
are expected:
1. An existing driveway will be shared for access to the site, thus
minimizing new driveway construction.
2. No significant impact to steep slopes is necessary.
3. No tree clearing is required on the building site.
4. New stormwater management practices for both lots.
I. The provisions 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.
Not applicable for private residential property.
Stephen Traver, Chairman, and Planning Board Members February 2023
Re: Zemanek Residence, Elm Drive on Glen Lake
Page 3 of 3
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.
Stormwater management is proposed for all impervious areas of both lots,
including driveway, house, walkways, patios, etc. The system has been sized
to mitigate the rate of runoff from a “25 year” storm event, consistent with
Town 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.
Both the Water Supply and Sewage Disposal systems will be adequate for the
anticipated needs, and in conformance with Town and State standards.
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.
Tree cover on the site will be left intact entirely and only minimal shrub
removal to facilitate the construction of the new residence. Existing
surrounding screening trees along property lines will provide excellent
screening from all public vantage points.
M. Fire lanes, emergency zones and fire hydrants will be adequate and meet the
needs and requirements of emergency service providers.
The driveway has been planned to facilitate emergency vehicle access, and the
house will have a sprinkler system to aid in fire suppression and response.
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.
The house site is located such that it is not readily susceptible to flooding, and
the driveway and landscaped areas have been designed to minimize flood risk.
O. The site plan conforms to the design standards, landscaping standards and
performance standards in this chapter.
Site design follows Queensbury standards.
F:\DataFile\2021 Proj\Resid\21-008 Brown SP\Work Docs\21008 22xxxx SP\Srce Files\21008 220421 SP Quest.doc
6
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 A-V. The
applicant may request a waiver from A-V 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
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 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 8 l/2 “x 11” sheets as necessary for written
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.
D.Name and address of the owner of record, developer, and seal of the engineer, architect or landscape architect. If the
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 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
containers shall also be shown.
G.The location, height, intensity and bulb type (sodium, incandescent, etc.) of all external lighting fixtures. The direction of
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.
I.The location of all present and proposed utility systems including:
1. Sewage or septic system;
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
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 one 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 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 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 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 50 feet of the proposed site where soil removal or filling is required, showing the approximate
volume in cubic yards.
L.A landscape plan showing all existing natural land features than 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
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.
7
Site Plan Review application – Revised October 2016
Town of Queensbury Planning Office-742 Bay Road, Queensbury, NY 12804
REQUIREMENTS (CONTINUED)Sheet #
N.Traffic flow patterns within the site, entrances and exits, 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;
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 retain operation, office,
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.1. Floor Plans.
2. 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 materials
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.
R.Plans for disposal of construction and demolition waste, either on-site or at an approved disposal facility.
S.Plans for snow removal, including location(s) of on-site snow storage.
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
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
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.
Town of Queensbury Site Plan Pre-Submission Conference Form / Section 179-9-040
1. Applicant Name: __________________________________________________
2. Tax Map ID ________________ Location: _______________________
3. Zoning Classification __________
4. Reason for Review: __________________________________________________________
5. Zoning Section #: ________________________
6. Pre-Submission Meeting Notes: Provided Outstanding; Please provide by
Deed ____ _____________
General Information complete ____ _____________
Site Development Data Complete ____ _____________
Setback Requirements Complete ____ _____________
Additional Project Information Complete ____ _____________
FAR addressed ____ _____________
Requirements for Site Plan-Standards ____ _____________
Checklist items addressed ____ _____________
Environmental Form completed ____ _____________
Signature Page completed ____ _____________
Staff Representative: ________________________________
Applicant / Agent: ________________________________ Date: ___________
Paul Zemanek Lot 2 rev2
289.10-1-52.2 Elm Drive adjacent to 10 Elm Drive
WR
Applicant proposes a new single family home of 1,400 sq ft footprint with a floor area of 4200 sq ft. The existing parcel is vacant and site work includes new septic,
well, driveway access from the adjoining lot, and stormwater management. Along with a lot line adjustment from .05 ac to 0.45ac.
179-3-040 WR, 179-6-065 new floor area
X
X
X
X
X
X
X
NA
X
Height proposed 38 ft and 2 7/8 inches
Laura Moore via email 01/19/2024
Aaron Robert via email 12/07/2023 01/19/2024
Applicant proposes a new single family home of 1,400 sq ft footprint with a floor area of 4,200 sq ft. The
existing parcel is vacant and site work includes new septic, well, driveway access from the adjoining lot.
The project work includes shoreline planting plan and stormwater management. The project parcel is
associated with a lot line adjustment with the adjoining lot. Site Plan review for new floor area in a CEA.
Area Variance for lot having no road frontage and access from adjoining lot_179-4-050, height relief
where proposed is 38 ft and 27/8 inches where maximum height allowed is 28 ft _179-3-040 .
Note since lot improvements include an increase in lot size, lot width, minimum water frontage variances
are not triggered due to the increase to be more compliant.
Items reviewed: revised area variance application for lots 289.10-1-52.1 & 289.10-1-52.2, site plan
application for 289.10-1-52.2, site drawings, stamped survey
Items to be updated or provided:
1) Shared water source will trigger Town Board variance - Town Board variances need to occur prior to
site plan or zoning board project review.
2) page 6 and 7 -Item G Lighting --Change to indicate note on sheet 3 of 9 (C1)--indicates fixtures to be
dark sky compliant.
3) side setbacks to be noted as 20 ft
8
IRF
IRFSHED
10' Right of Way
As Per Deed Reference
B.484 P. 116, B.1104 P. P.242
1
(
218
.
9
3
'
6
(
1
0
0
.
0
0
'
6
(
50.00'
209
.
8
7
'
6
:
6
:
17.71'
Proposed Area
289.10-1-52.2
Proposed Area
5
0
.
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Crushed Stone ParkingFlag Pole
7R6KRUH
7R6KRUH
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289.10-1-52.1
7R6KRUH
Lands N/F of
Harvey D. Wilson
2 St
o
r
y
Woo
d
F
r
a
m
e
H
o
u
s
e
CIRF
IRF
Square Fence Post
Found
B.R.F.
Lands N/F of
Zemanek
Lands N/F of
Miller
Lands N/F of
Gary G. Pinero
Lands N/F of
Betty Spadaro
Asp
h
a
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t
D
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i
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e
Deed Reference
1
Paul Zemanek & Sheryl Zemanek
To
Paul S. Zemanek III
Dated: April 8, 2002
Book 1287 Page 54
Map References:
1
Map of Lands Proposed To be Conveyed By
Ebert C. Hibbard
To
Glen Wilson
Dated: June 21, 1967
Last Revised: March 21, 1978
By Coulter & McCormack
Licensed Land Surveyors
2
Map of Lands of Glen Wilson
Dated: March 22, 1978
Last Revised: October 25, 1978
By Coulter & McCormack
Licensed Land Surveyors
3
Map of a Survey made for
Francis T. & A. Joyce Donohue
Dated April 02, 2003
By Van Dusen & Steves
Land Surveyors
Legend
B.R.F. = Bathey Rod Found
CIRF = Capped Iron Rod Found
IRF = Iron Rod Found
= Wood Fence Line
= Utility Pole
10'
W
i
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e
R
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-
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-
W
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y
F
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4
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/
1
1
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2
1
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1
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4
/
2
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289
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1
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1
(
206
.
9
9
'
10660.0 Sq. Feet
0.299 Acres
22716.5 Sq. Feet
0.52 Acres
DWG. NO. 16-051
Zemanek
(IN FEET)
050'25'50'100'
NOTE #
SEE DRAWING
# FOR NOTE
DETAIL #
SEE DRAWING # FOR DETAIL
DETAIL REFERENCE TAG:
NOTE REFERENCE TAG:
SECTION CUT DIRECTION
SECTION LETTER
SEE DRAWING #
FOR SECTION
SECTION REFERENCE TAG:
LEGEND:
REVISION INDICATOR:
1
D1
A
D1
NOTE: G-1
C1
X
TP #
PT # PERCOLATION TEST:
TEST HOLE:
EXISTING STRUCTURES/OBJECTS/UTILITIES
SURVEYED AND OR FIELD VERIFIED:
PROPOSED STRUCTURES/OBJECTS/
UTILITIES:
LINE TYPE:
PROPERTY LINE:
12 EAST WASHINGTON STREET GLENS FALLS, N.Y.PHONE: (518) 792-2907
PRO #
JARRETT En gineers, PLLC
Civil & Environmental En gineerin g
22-003
-LOCATION PLAN
SCALE: N.T.S.
1 NEIGHBORHOOD PLAN
SCALE: SEE GRAPHIC SCALE
PAUL ZEMANEK
ZEMANEK RESIDENTIAL DEVELOPMENT
ELM DRIVE ON GLEN LAKE
TOWN OF QUEENSBURY, NEW YORK
GR
I
D
-ZONE MAP
SCALE: N.T.S.
SITE LOCATION
SITE LOCATION
GR
I
D
RT. 143
TO GLENS
FALLS
TO NORTH
QUEENSBURY/
LAKE GEORGE
GLEN LAKE ROAD
DESIGN INFORMATION:
PROPERTY INFORMATION:
-OWNER: PAUL ZEMANEK
-APPLICANT: PAUL ZEMANEK
-ZONING: WATERFRONT RESIDENTIAL (WR)
-TAX MAP# 289.10-1-52.1 & 289.10-1-52.2
-PARCEL SIZE: 289.10-1-52.1 = 0.72± ACRES & 289.10-1-52.2 = 0.05± ACRES
-STEEP SLOPES: MODERATE ALONG SHORELINE
-WETLANDS: PROPERTY WITHIN STATE REGULATED WETLAND CHECK ZONE
-SHORELINE OF PROPERTY IN ZONE A,AE FEMA 100 YR FLOODPLAIN
TOWN OF QUEENSBURY JURISDICTION:
-LOT LINE ADJUSTMENT
-QUEENSBURY (ZONING) AREA VARIANCES: LOT 1 & LOT 2
-QUEENSBURY (PLANNING) SITE PLAN REVIEW: LOT 2
DEVELOPMENT:
DISTRICT: WATERFRONT RESIDENTIAL (WR) - 2 ACRES PER LOT
DENSITY:
EXISTING LOT 1: 0.72± ACRES
EXISTING LOT 2: 0.05± ACRES
0.72± ACRES + 0.05± ACRES = 0.77± ACRES
0.77± ACRES - 0.07± ACRES OF STEEP SLOPES = 0.70± NET DEVELOPABLE ACRES
PROPOSED LOTS:
#1 - 0.315± ACRES TOTAL - 0.034± ACRES OF SLOPES = 0.29± NET DEVELOPABLE ACRES
#2 - 0.455± ACRES TOTAL - 0.042± ACRES OF SLOPES = 0.41± NET DEVELOPABLE ACRES
0.29± NET DEVELOPABLE ACRES + 0.41± NET DEVELOPABLE ACRES = 0.70± ACRES
LOT ACCESS:
-SHARED DRIVEWAY FOR BOTH LOT 1 AND 2
WATER SUPPLY:
-LOT 1: PROPOSED DRILLED WELL
-LOT 2: PROPOSED CONNECTION TO EXISTING DRILLED WELL IN ACCORDANCE WITH
TOWN OF QUEENSBURY AND NYSDOH STANDARDS
WASTEWATER MANAGEMENT:
-LOT 1: EXISTING WASTEWATER TREATMENT SYSTEM
-LOT 2: PROPOSED WASTEWATER TREATMENT SYSTEMS IN ACCORDANCE WITH
TOWN OF QUEENSBURY AND NYSDOH STANDARDS
STORMWATER MANAGEMENT & EROSION CONTROL:
-PER TOWN OF QUEENSBURY & NYSDEC STANDARDS
ELECTRIC POWER:
-LOT 1: EXISTING ELECTRIC & GAS SERVICE BY NATIONAL GRID; CABLE & PHONE
SERVICE BY VERIZON AND/OR SPECTRUM, ETC.
-LOT 2: PROPOSED ELECTRIC & GAS SERVICE BY NATIONAL GRID; CABLE & PHONE
SERVICE BY VERIZON AND/OR SPECTRUM, ETC.
SCHOOL DISTRICT:
-LAKE GEORGE
SITE LOCATION;
WATERFRONT
RESIDENTIAL
(WR) ZONE
GENERAL NOTES:
G-1) LOCATION PLAN IMAGERY AND NEIGHBORHOOD PLAN WITH TAX MAP
INFORMATION OBTAINED FROM WARREN COUNTY COMMUNITY MAP GIS;
ZONE MAP IMAGERY OBTAINED FROM QUEENSBURY ZONING MAP.
GLEN LAKE
GLEN LAKE
R
O
A
D
GR
I
D
RU HOLMES Engineers, PLLC
Civil & Environmental Engineering
12 EAST WASHINGTON STREET GLENS FALLS, NY
PHONE 518-792-2907
REV #DATE ISSUED / REVISIONS
01/30/2024 A SUBMITTED TO THE TOWN OF QUEENSBURY FOR PERMITTING
NOT FOR CONSTRUCTION
"DOCUMENTS PROVIDED IN SUPPORT OF THIS DESIGN MAY BE USED ONLY FOR THE USE SPECIFIED IN THE "ISSUE/REVISION" BLOCK ABOVE. THEY MAY NOT BE USED FOR ANY OTHER
PURPOSE, NOR INCORPORATED IN ANY SUBSEQUENT DESIGN WORK, WITHOUT THE WRITTEN CONSENT OF RU HOLMES ENGINEERS, PLLC. ONLY DOCUMENTS LABELED AS "ISSUED FOR
CONSTRUCTION" MAY BE USED FOR SAME. USER SHALL HOLD RU HOLMES ENGINEERS, PLLC HARMLESS AND DEFEND RU HOLMES ENGINEERS, PLLC FROM ANY UNAUTHORIZED USE."
SHED
10' Right of Way
As Per Deed Reference
B.484 P. 116, B.1104 P. P.242
N 4
6
°
4
7
'
0
1
"
E
218
.
9
3
'
S
4
3
°
1
2
'
5
9
"
E
1
0
0
.
0
0
'
S 43°12'59" E
50.00'
209
.
8
7
'
S 4
6
°
4
7
'
0
1
"
W
S 46°47'01" W
17.71'
Proposed Area
289.10-1-52.2
Area
5
0
.
0
0
'
N
3
9
°
5
4
'
5
1
"
W
1
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1
7
'
N
3
9
°
5
4
'
5
1
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W
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W
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Propane
Tank
Well
Crushed Stone ParkingFlag Pole
2.1' ± To Shore
2.1' ± To Shore
7
5
.
6
'
±
A
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g
S
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289.10-1-52.1
5.7' ± To Shore
Lands N/F of
Harvey D. Wilson
2 St
o
r
y
Woo
d
F
r
a
m
e
H
o
u
s
e
CIRF
IRF
Square Fence Post
Found
B.R.F.
Lands N/F of
Zemanek
Lands N/F of
Miller
Lands N/F of
Gary G. Pinero
Lands N/F of
Betty Spadaro
Asp
h
a
l
t
D
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i
v
e
1
5
.
3
3
'
1
6
.
8
6
'
10'
W
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R
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F
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a
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Per
4
8
4
/
1
1
6
-
5
2
1
/
1
8
3
-
5
2
1
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1
8
5
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1
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4
/
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4
2
(Ex
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)
289
.
1
0
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1
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5
2
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2
D
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L
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N 4
6
°
4
7
'
0
1
"
E
206
.
9
9
'
10660.0 Sq. Feet
0.299 Acres
22716.5 Sq. Feet
0.52 Acres
100'
NEIGHBORING
WELL OFFSET
100' NEIGHBORING
WELL OFFSET
100' WELL
OFFSET
(IN FEET)
020'10'20'40'
REV #DATE ISSUED / REVISIONS
01/30/2024 A SUBMITTED TO THE TOWN OF QUEENSBURY FOR PERMITTING
NOT FOR CONSTRUCTION
GENERAL NOTES:
G-1) SURVEY & MAP INFORMATION PROVIDED BY VAN DUSEN AND STEVES LAND SURVEYORS.
"MAP OF SURVEY MADE FOR PAUL AND CORINA ZEMANEK. TOWN OF QUEENSBURY, WARREN COUNTY,
NEW YORK". MAP DATED 06/09/2016, REVISED 10/03/17.
G-2) CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION; CONTACT DIG SAFELY NEW
YORK (1-800-962-7962) AND RECORD FILE #. VERIFY BUILDING CONNECTIONS, LOCATION AND
ELEVATION, PRIOR TO INITIATING CONSTRUCTION; CONFLICTS OR DISCREPANCIES SHALL BE REPORTED
TO THE OWNER OR ENGINEER IMMEDIATELY. NOTIFY ENGINEER IMMEDIATELY IF SITE CONDITIONS ARE
NOT AS INDICATED.
ONLY COPIES OF THIS DRAWING WITH A
BLUE SEAL SHALL BE CONSIDERED TRUE
AND VALID
ALTERATION OF THIS DOCUMENT EXCEPT
BY A LICENSED ENGINEER IS UNLAWFUL.
12 EAST WASHINGTON STREET GLENS FALLS, N.Y.
COPYRIGHT Ó
PLOTTED / REVISED:
DRAWING:
PHONE: (518) 792-2907
JARRETT En gineers, PLLC
Civil & Environmental Engineering
EXISTING CONDITIONS EX1
ZEMANEK LOT LINE ADJUSTMENT
PAUL ZEMANEK
ELM DRIVE, GLEN LAKE
QUEENSBURY, NEW YORK
JANUARY 2024 PRO # 22003 SHEET: 2 OF 9
BASESHEET: 22 x 34 01/30/24 1:30 PM
ROBERT U. HOLMES
P.E. # 082026
2024
2 EXISTING CONDITIONS
SCALE: SEE GRAPHIC SCALE
TP # 221027-01 A
PT # 221027-01
TP # 221027-01
TP # 221027-02
PT # 221027-02
TP # 221027-03
PT # 221027-03
TP # 221027-04
PT # 221027-04
TP # 221027-05
PT # 221027-05
TP # 221027-06
PT # 221027-06
TP # 221027-07
PT # 221027-07
TP # 221027-08
PT # 221027-08
"DOCUMENTS PROVIDED IN SUPPORT OF THIS DESIGN MAY BE USED ONLY FOR THE USE SPECIFIED IN THE "ISSUE/REVISION" BLOCK ABOVE. THEY MAY NOT BE USED FOR ANY OTHER
PURPOSE, NOR INCORPORATED IN ANY SUBSEQUENT DESIGN WORK, WITHOUT THE WRITTEN CONSENT OF RU HOLMES ENGINEERS, PLLC. ONLY DOCUMENTS LABELED AS "ISSUED FOR
CONSTRUCTION" MAY BE USED FOR SAME. USER SHALL HOLD RU HOLMES ENGINEERS, PLLC HARMLESS AND DEFEND RU HOLMES ENGINEERS, PLLC FROM ANY UNAUTHORIZED USE."
RU HOLMES Engineers, PLLC
Civil & Environmental Engineering
12 EAST WASHINGTON STREET GLENS FALLS, NY
PHONE 518-792-2907
R.U. HOLMES ENGINEERS, PLLC.
R.U. HOLMES ENGINEERS, PLLC.
NO
R
T
H
APPROXIMATE LOCATION
OF NEIGHBORING WELL
APPROXIMATE LOCATION OF
NEIGHBORING WASTEWATER
APPROXIMATE LOCATION OF
NEIGHBORING WASTEWATER
APPROXIMATE LOCATION
OF NEIGHBORING LAKE
WATER SUPPLY
APPROXIMATE LOCATION OF
EXISTING ON-SITE WELL
APPROXIMATE LOCATION OF
NEIGHBORING WASTEWATER
218
.
9
3
'
1
0
0
.
0
0
'
5
0
.
0
0
'
209
.
8
7
'
17.7
1
'
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Pr
o
p
a
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e
Lands N/F of Harvey D.
Wilson
2 St
o
r
y
Woo
d
F
r
a
m
e
H
o
u
s
e
Lands N/F of
Zemanek
Lands N/F of Gary G.
Pinero
Lands N/F of Betty
Spadaro
15.33'
16.86'
PRO
P
O
S
E
D
HOU
S
E
86.58
63.66
50.00'
30.00
EXIS
T
I
N
G
HOU
S
E
30.00
10"
10"
20.00'
20.00'
1
3
.
5
6
'
212
.
6
7
'
SW-
E
SW-
A SW
-
C
SW
-
A
LOT 2
LOT 1
20.00'
20.00'
SW
-
B
SW
-
D
15.00'
100'
WELL
OFFSET
100'
NEIGHBORING
WELL OFFSET
20.00'
SW-E
SW-B
0.315 AC
50.00'
SW
-
D
SW
-
B
0.455 AC
37.03
Well
Sh
e
d
Le
a
n
T
o
100'
NEIGHBORING
WELL OFFSET
30'
100'
WELL
OFFSET
54.76'
29.23'
29.21'
133.75'
(IN FEET)
020'10'20'40'
REV #DATE ISSUED / REVISIONS
NOT FOR CONSTRUCTION
ONLY COPIES OF THIS DRAWING WITH A
BLUE SEAL SHALL BE CONSIDERED TRUE
AND VALID
ALTERATION OF THIS DOCUMENT EXCEPT
BY A LICENSED ENGINEER IS UNLAWFUL.
12 EAST WASHINGTON STREET GLENS FALLS, N.Y.
COPYRIGHT Ó
PLOTTED / REVISED:
DRAWING:
PHONE: (518) 792-2907
JARRETT En gineers, PLLC
Civil & Environmental Engineering
SITE PLAN C1
ZEMANEK LOT LINE ADJUSTMENT
PAUL ZEMANEK
ELM DRIVE, GLEN LAKE
QUEENSBURY, NEW YORK
JANUARY 2024 PRO # 22003 SHEET: 3 OF 9
BASESHEET: 22 x 34 01/30/24 1:30 PM
ROBERT U. HOLMES
P.E. # 082026
2024
3 SITE PLAN
SCALE: SEE GRAPHIC SCALE
PROPOSED AREA FOR WASTEWATER
LEACH FIELD AND EXPANSION AREA
PROPOSED DRIVEWAY CONFIGURATION
FOR NEW HOUSE ON LOT 2
PROPOSED AREAS FOR
STORMWATER MANAGEMENT, TYP.
PROPOSED DRIVEWAY CONFIGURATION
FOR EXISTING HOUSE ON LOT 1
PROPOSED AREAS FOR
STORMWATER MANAGEMENT, TYP.
EXISTING DRILLED WELL
DRAWING NOTES:
POTENTIAL DEVELOPMENT:
1.) DEVELOPMENT DEPICTED ON THESE DRAWINGS IS INTENDED TO SHOW THAT THE LOTS ARE FEASIBLE
FOR RESIDENTIAL DEVELOPMENT WHICH IS IN CONFORMANCE WITH STANDARDS IN EFFECT AT THE TIME
OF LOT LINE ADJUSTMENT/SUBDIVISION. THE DEVELOPMENT SHOWN IS NOT INTENDED TO BE THE ONLY
CONFIGURATION THAT IS APPROPRIATE FOR THESE LOTS, AND ALTERNATIVES PROPOSED BY FUTURE
OWNERS ARE SUBJECT TO THE REQUIREMENTS SHOWN ON THESE PLANS.
2.) ALL DEVELOPMENT IN THIS LOT LINE ADJUSTMENT/SUBDIVISION SHALL FOLLOW THE REQUIREMENTS
SET FORTH ON THIS SET OF DRAWINGS.
STORMWATER CONSTRUCTION:
1.) UPON COMPLETION OF CONSTRUCTION ON STORMWATER DEVICES, PROVIDE SEDIMENTATION
PROTECTION DURING REMAINDER OF CONSTRUCTION BY MEANS OF ONE OF THE PRACTICES LISTED
UNDER 'SEDIMENT CONTROL BARRIER' ON 'ENVIRONMENTAL CONTROL DETAILS' DRAWING 'EC1'.
ADDITIONAL PROTECTION CAN BE AFFORDED BY APPLYING IMMEDIATE SITE VEGETATIVE STABILIZATION
AND/OR MULCHING.
WASTEWATER DESIGN INFORMATION:
-NEW YORK STATE DEPARTMENT OF HEALTH
-TOWN OF QUEENSBURY
POTABLE WATER SUPPLY:
EXISTING DRILLED WELL CURRENTLY SUPPLIES LOT 1; AND IS PROPOSED TO SUPPLY LOT 2.
NEW 2" (MIN.) HDPE WATER SERVICE LINE TO LOT 2 DEVELOPMENT; INSTALLATION SHALL BE IN
ACCORDANCE WITH QUEENSBURY WATER DEPARTMENT, AWWA, AND NYSDOH STANDARDS.
NO KNOWN EXISTING POTABLE WATER SUPPLIES LOCATED WITHIN 100' OF PROPOSED WASTEWATER
DISPOSAL SYSTEM.
DESIGN FLOW:
SEE 'WASTEWATER LEACHING SYSTEM SIZING' CHART
(INSTALLATION OF WATER SAVER FIXTURES THROUGHOUT RESIDENCE REQUIRED, NO KITCHEN GARBAGE
GRINDERS OR SPAS / HOT TUBS CONNECTED TO WASTEWATER DISPOSAL SYSTEM)
SEPTIC TANK:
SEE 'WASTEWATER LEACHING SYSTEM SIZING' CHART
SEPTIC TANK EFFLUENT FILTER:
PROVIDE (1) MODEL A1801-4X22, 'ZABEL' RESIDENTIAL FILTER
LEACHING SYSTEM (TRENCH SYSTEM):
SEE 'WASTEWATER LEACHING SYSTEM SIZING' CHART FOR TOTAL DAILY FLOW AND MINIMUM LENGTH
OF QUICK 4 'EQUALIZER 36' TRENCH REQUIRED.
EFFLUENT DISTRIBUTION:
GRAVITY DOSING / DISTRIBUTION FROM SEPTIC TANK
WASTEWATER SYSTEM SIZING
# BEDROOMS (GPD)LATERAL LENGTH (FT)BASAL AREA (SQ. FT.)SEPTIC TANK SIZE (GALS)
3 BEDROOM (330 GPD)104 1,650 1,000
4 BEDROOM (440 GPD)138 2,200 1,250
5 BEDROOM (550 GPD)172 2,750 1,500
NOTE: LATERAL LENGTHS BASED ON A 25% REDUCTION IN TOTAL LATERAL LENGTH IF LEACHING
CHAMBERS WITH A MINIMUM WIDTH OF 22" PROVIDED.
LOT 1 AREA VARIANCES REQUESTED
FROM THE TOWN OF QUEENSBURY
VARIANCE:REQUIRED:PROPOSED
LOT 1:
1.MINIMUM LOT SIZE 2.0 AC 0.315 AC
2.MINIMUM LOT WIDTH 150'63.56'
3.MINIMUM ROAD FRONTAGE 150'50'
4.MINIMUM WATER FRONTAGE 150'63.72'
1
1
2
3
4
2
01/30/2024 A SUBMITTED TO THE TOWN OF QUEENSBURY FOR PERMITTING
EXISTING POWER LINE TYP.
EXISTING POWER LINE TYP.
LOT 2 AREA VARIANCES REQUESTED
FROM THE TOWN OF QUEENSBURY
VARIANCE:REQUIRED:PROPOSED
LOT 2:
1.MINIMUM ROAD FRONTAGE 150'0'
2.ACCESS THROUGH NEIGHBORING PROPERTY N/A NEEDED
EXISTING WALKWAYS PROPOSED
FOR REMOVAL, TYP. - 507 SQ. FT.
"DOCUMENTS PROVIDED IN SUPPORT OF THIS DESIGN MAY BE USED ONLY FOR THE USE SPECIFIED IN THE "ISSUE/REVISION" BLOCK ABOVE. THEY MAY NOT BE USED FOR ANY OTHER
PURPOSE, NOR INCORPORATED IN ANY SUBSEQUENT DESIGN WORK, WITHOUT THE WRITTEN CONSENT OF RU HOLMES ENGINEERS, PLLC. ONLY DOCUMENTS LABELED AS "ISSUED FOR
CONSTRUCTION" MAY BE USED FOR SAME. USER SHALL HOLD RU HOLMES ENGINEERS, PLLC HARMLESS AND DEFEND RU HOLMES ENGINEERS, PLLC FROM ANY UNAUTHORIZED USE."
RU HOLMES Engineers, PLLC
Civil & Environmental Engineering
12 EAST WASHINGTON STREET GLENS FALLS, NY
PHONE 518-792-2907
APPROXIMATE AREA OF EXISTING
SEPTIC FOR EXISTING HOUSE ON LOT 1
EXISTING POINT WELL PROPOSED
FOR REMOVAL, TYP. - 18 SQ. FT.
EXISTING SHED WITH LEAN TO PROPOSED
FOR REMOVAL, TYP. - 178 SQ. FT.
EXISTING SHED PROPOSED FOR
REMOVAL, TYP. - 33 SQ. FT.
NO
R
T
H
AREAS OF DRIVEWAY PROPOSED
FOR REMOVAL, -1496 SQ. FT.
LIGHTING NOTES:
1) ALL PROPOSED LIGHTS TO BE DOWN CAST DARK SKY COMPLIANT FIXTURES.
A,2
WD1
2
RG1
2
RG1
PROPOSED EROSION AND
SEDIMENT CONTROLS
1
EC1
PROPOSED DRILLED WELL
REV #DATE ISSUED / REVISIONS
NOT FOR CONSTRUCTION
ONLY COPIES OF THIS DRAWING WITH A
BLUE SEAL SHALL BE CONSIDERED TRUE
AND VALID
ALTERATION OF THIS DOCUMENT EXCEPT
BY A LICENSED ENGINEER IS UNLAWFUL.
12 EAST WASHINGTON STREET GLENS FALLS, N.Y.
COPYRIGHT Ó
PLOTTED / REVISED:
DRAWING:
PHONE: (518) 792-2907
JARRETT En gineers, PLLC
Civil & Environmental Engineering
STORMWATER AND SITE DATA C2
ZEMANEK LOT LINE ADJUSTMENT
PAUL ZEMANEK
ELM DRIVE, GLEN LAKE
QUEENSBURY, NEW YORK
JANUARY 2024 PRO # 22003 SHEET: 4 OF 9
BASESHEET: 22 x 34 01/30/24 1:30 PM
ROBERT U. HOLMES
P.E. # 082026
2024
LOT 1: SITE DEVELOPMENT DATA LOT 1: STORMWATER CALCULATIONS LOT 2: SITE DEVELOPMENT DATA LOT 2: STORMWATER CALCULATIONS
01/30/2024 A SUBMITTED TO THE TOWN OF QUEENSBURY FOR PERMITTING
"DOCUMENTS PROVIDED IN SUPPORT OF THIS DESIGN MAY BE USED ONLY FOR THE USE SPECIFIED IN THE "ISSUE/REVISION" BLOCK ABOVE. THEY MAY NOT BE USED FOR ANY OTHER
PURPOSE, NOR INCORPORATED IN ANY SUBSEQUENT DESIGN WORK, WITHOUT THE WRITTEN CONSENT OF RU HOLMES ENGINEERS, PLLC. ONLY DOCUMENTS LABELED AS "ISSUED FOR
CONSTRUCTION" MAY BE USED FOR SAME. USER SHALL HOLD RU HOLMES ENGINEERS, PLLC HARMLESS AND DEFEND RU HOLMES ENGINEERS, PLLC FROM ANY UNAUTHORIZED USE."
RU HOLMES Engineers, PLLC
Civil & Environmental Engineering
12 EAST WASHINGTON STREET GLENS FALLS, NY
PHONE 518-792-2907
218
.
9
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Lands N/F of Gary G.
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Lands N/F of Betty
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A SW
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LOT 2
LOT 1
SW
-
B
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D
SW-E
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-
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0.455 AC
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(IN FEET)
020'10'20'40'
REV #DATE ISSUED / REVISIONS
NOT FOR CONSTRUCTION
ONLY COPIES OF THIS DRAWING WITH A
BLUE SEAL SHALL BE CONSIDERED TRUE
AND VALID
ALTERATION OF THIS DOCUMENT EXCEPT
BY A LICENSED ENGINEER IS UNLAWFUL.
12 EAST WASHINGTON STREET GLENS FALLS, N.Y.
COPYRIGHT Ó
PLOTTED / REVISED:
DRAWING:
PHONE: (518) 792-2907
JARRETT En gineers, PLLC
Civil & Environmental Engineering
PLANTING PLAN C3
ZEMANEK LOT LINE ADJUSTMENT
PAUL ZEMANEK
ELM DRIVE, GLEN LAKE
QUEENSBURY, NEW YORK
JANUARY 2024 PRO # 22003 SHEET: 5 OF 9
BASESHEET: 22 x 34 01/30/24 1:30 PM
ROBERT U. HOLMES
P.E. # 082026
2024
4 PLANTING PLAN
SCALE: SEE GRAPHIC SCALE
01/30/2024 A SUBMITTED TO THE TOWN OF QUEENSBURY FOR PERMITTING
"DOCUMENTS PROVIDED IN SUPPORT OF THIS DESIGN MAY BE USED ONLY FOR THE USE SPECIFIED IN THE "ISSUE/REVISION" BLOCK ABOVE. THEY MAY NOT BE USED FOR ANY OTHER
PURPOSE, NOR INCORPORATED IN ANY SUBSEQUENT DESIGN WORK, WITHOUT THE WRITTEN CONSENT OF RU HOLMES ENGINEERS, PLLC. ONLY DOCUMENTS LABELED AS "ISSUED FOR
CONSTRUCTION" MAY BE USED FOR SAME. USER SHALL HOLD RU HOLMES ENGINEERS, PLLC HARMLESS AND DEFEND RU HOLMES ENGINEERS, PLLC FROM ANY UNAUTHORIZED USE."
RU HOLMES Engineers, PLLC
Civil & Environmental Engineering
12 EAST WASHINGTON STREET GLENS FALLS, NY
PHONE 518-792-2907
NO
R
T
H
EXISTING VEGETATION, TYP.
EXISTING SCREENING HEDGE
EXISTING SHORELINE PLANTINGS
EXISTING SHORELINE PLANTINGS
EXISTING SCREENING HEDGE
EXISTING VEGETATION, TYP.
SHORELINE BUFFER REQUIREMENTS
FOR THE TOWN OF QUEENSBURY
35' BUFFER ZONE X 87' ALONG SHORELINE =
3,045 SF OF BUFFER AREA REQUIRED:EXISTING:ADDITIONAL:
1)TREES: 1 LARGE TREE, 3" DIAMETER AT BREAST HEIGHT FOR EVERY 700
SF OF BUFFER AREA. (3,045 / 700 = 4.35 = 5 TREES)5 15 0
2)SHRUBS: 7 LARGE SHRUBS FOR EVERY 350 SF OF BUFFER AREA
(3,045 / 350 = 8.7 X 7 = 60.9 = 61 SHRUBS)61 32 29
3)HERBACEOUS PLANTS: 14 PLANTS FOR EVERY 350 SF OF BUFFER AREA
(3,045 / 350 = 8.7 X 14 = 121.8 = 122 PLANTS)122 77 45
SHORELINE BUFFER NOTES:
1) REQUESTING CREDIT FOR EXCESS TREES OVER THE AMOUNT REQUIRED FOR A REDUCTION IN SHRUBS AND PERENNIALS.
POTENTIAL NATIVE PLANTINGS
SEE QUEENSBURY PLANT LIST FOR ADDITIONAL OPTIONS
SCIENTIFIC NAME COMMON NAME MIN. SIZE COMMENTS
Tsuga Canadensis Canadian Hemlock 2" Cal. / 10'-12'B & B
Pinus Strobus White Pine 2" Cal. / 10'-12'B & B
Acer Rubrum Red Maple 3" Cal. / 14'-16'B & B
Quercus Palustris Pin Oak 3" Cal. / 14'-16'B & B
Betula Nigra River Birch 3" Cal. / 14'-16'B & B
Cercis Canadensis Eastern Redbud 2" Cal. / 10'-12'B & B
Amelanchier Canadensis Serviceberry 2" Cal. / 10'-12'B & B
Cornus Florida Flowering Dogwood 2" Cal. / 10'-12'B & B
Aronia Arbutifolia Red Chokeberry 2 Gal.Container
Viburnum Dentatum Arrowwood Viburnum 2 Gal.Container
Cornus Alba 'Sibirica'Red Twig Dogwood 2 Gal.Container
Viburnum Acerfolium Maple-leaf Viburnum 2 Gal.Container
Clethera Alnifolia Summersweet 2 Gal.Container
Comptonia Peregrina Sweet Fern 2 Gal.Container
Hydrangea Arborescens Smooth Hydrangea 2 Gal.Container
Rhododendron Rhododendron 2 Gal.Container
Physocarpus Opulifolius Ninebark 2 Gal.Container
Juniperus Horizontalis Creeping Juniper 2 Gal.Container
Kalmia Latifolia Mountain Laurel 2 Gal.Container
Monarda Spp.Bee Balm 1 Gal.Container
Symphyotrichum Novae-Angliae New England Aster 1 Gal.Container
Rudbeckia Hirta Black-Eyed Susan 1 Gal.Container
Aquilegia Columbine 1 Gal.Container
Lobelia Siphilitica Great Blue Lobelia 1 Gal.Container
Heuchera, spp.Coral Bell 1 Gal.Container
Echinacea Purpurea Purple Coneflower 1 Gal.Container
Asclepias Incarnata Swamp Milkweed 1 Gal.Container
Arctostaphylos Uva-Ursi Bearberry 1 Gal.Container
Andropogon Gerardii Big Bluestem Grass 1 Gal.Container
Panicum Virgatum Switch Grass 1 Gal.Container
Matteuccia Struthiopteris Ostrich Fern 1 Gal.Container
Astilbe Spp.Astilbe 1 Gal.Container
Athyrium Niponicum Painted Fern 1 Gal.Container
Parthenocissus Quinquefolia Virginia Creeper 1 Gal.Container
Iris Versicolor Blue Flag Iris 1 Gal.Container
LANDSCAPING NOTES:
1.) ALL TREES SHALL BE MIN. 4' HIGH AND/OR 1-1/2" DBH, WHICHEVER IS GREATER, AND SHALL BE GUARANTEED
FOR ONE FULL GROWTH SEASON FOLLOWING PLANTING.
2.) SHRUBS SHALL BE 2 GALLON CONTAINER, MIN., OR EQUIVALENT SIZE AND SHALL BE GUARANTEED FOR ONE FULL
GROWING SEASON.
3.) HERBACEOUS PERENNIALS SHALL BE 1 GALLON SIZE OR LARGER.
4.) ALL PLANTINGS SHALL BE SUPPLIED FROM A SOURCE APPROVED BY ENGINEER, AND SHALL BE PLANTED IN
ACCORDANCE WITH DETAILS HEREIN OR IN ACCORDANCE WITH NURSERY RECOMMENDATIONS.
PROPOSED SHORELINE
SHRUB PLANTINGS, TYP.
PROPOSED SHORELINE
PERENNIAL PLANTINGS, TYP.
35' SHORELINE SETBACK
2'-01 16"
PERMANENT MARKER
OVER COVER
12" (MIN.)
WATERTIGHT JOINTS (TYP.)
FINISHED GRADE
PRECAST CONCRETE
RISER AS REQ'D
EFFLUENT PIPE; INSTALL
AS SHOWN ON PLAN
UNDISTURBED NATIVE SOIL
FORT MILLER PRECAST
SEPTIC TANK OR EQUIVALENT
NATIVE BACKFILL
THOROUGHLY COMPACTED
CRUSHED STONE FOUNDATION
SOIL PIPE; INSTALL
AS SHOWN ON 'SYSTEM PLAN'
INLET
12" (MIN.)
OUTLET
15"
PROVIDE EXTENDED BASE FOR
ANTI-FLOTATION PURPOSES
OR EQUIVALENT
6" (MIN.)
3"
1
WD1
SEPTIC TANK DETAIL
NON-SHRINK GROUT
NSF APPROVED EFFLUENT FILTER
("POLYLOK PL-122", OR
EQUIVALENT)
18"
MIN.4" SANITARY TEE
WATERTIGHT MANHOLE FRAME & COVER;
SYRACUSE CASTINGS #1502 OR EQUIVALENT;
GRADE TO DRAIN AWAY FROM COVER
22"
12"
OUTLET
END END
INLET
48" EFFECTIVE
53" ACTUAL
2
WD1
"QUICK 4 EQUALIZER 36" DETAIL
SCALE: N.T.S.
4" PVC EQUALIZATION PIPE
END PLATE WITH
STANDARD END
"QUICK 4 EQUALIZER 36"
INFILTRATION CHAMBERS
4" PVC DISTRIBUTOR
FROM DISTRIBUTION BOX
END PLATE WITH
STANDARD INVERT
A
WD1
TYPICAL SECTION THROUGH WASTEWATER LEACHING SYSTEM
SCALE: N.T.S.
LEACHING LATERAL:
'QUICK 4 EQUALIZER 36'
CHAMBER UNIT BY
'INFILTRATOR SYSTEMS, INC.'
2
WD1
GRADE TO DRAIN
FINISHED
GRADE
SEED TO GROWTH
& MULCH ALL FILLED
& DISTURBED AREAS
BACK FILL WITH NATIVE SOIL MINUS
COBBLES AND ROCKS IN EXCESS OF 2" Ø
EXISTING GRADE
4" MIN. TOPSOIL
2' ±6' O.C.
(TYP.)NATIVE SOIL
SURFACE PREPARATION
L1-L10
WD1
REV #DATE ISSUED / REVISIONS
NOT FOR CONSTRUCTION
ONLY COPIES OF THIS DRAWING WITH A
BLUE SEAL SHALL BE CONSIDERED TRUE
AND VALID
ALTERATION OF THIS DOCUMENT EXCEPT
BY A LICENSED ENGINEER IS UNLAWFUL.
12 EAST WASHINGTON STREET GLENS FALLS, N.Y.
COPYRIGHT Ó
PLOTTED / REVISED:
DRAWING:
PHONE: (518) 792-2907
JARRETT En gineers, PLLC
Civil & Environmental Engineering
WASTEWATER DETAILS WD1
ZEMANEK LOT LINE ADJUSTMENT
PAUL ZEMANEK
ELM DRIVE, GLEN LAKE
QUEENSBURY, NEW YORK
JANUARY 2024 PRO # 22003 SHEET: 6 OF 9
BASESHEET: 22 x 34 01/30/24 1:30 PM
ROBERT U. HOLMES
P.E. # 082026
2024
LEACHING SYSTEM INSTALLATION:
L1.LEACHING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH ASTM F481, NYSDOH, NYSDEC, AND OTHER APPLICABLE
STANDARDS UNLESS OTHERWISE DIRECTED HEREON.
L2.REMOVE VEGETATION AND TOPSOIL WITHIN FOOTPRINT OF LEACHING SYSTEM AND STOCK PILE TOPSOIL FOR RE-USE.
CONTRACTOR TO EXPOSE LEACHING SYSTEM FOOTPRINT FOR EXAMINATION BY ENGINEER.
L3.LEACHING SYSTEM(S) SHALL BE INSTALLED TO (RELATIVE) ELEVATIONS SHOWN, AND ELEVATIONS OF EXISTING GRADE
AND SITE FEATURES SHALL BE DOCUMENTED PRIOR TO START OF CONSTRUCTION.
L4.FILL MATERIAL, IF REQUIRED FOR LEACHING SYSTEM(S), SHALL BE CLEAN GRANULAR SOIL (SAND OR LOAMY SAND)
DEVOID OF LARGE STONES, CLAY, ORGANIC DUFF, & NON-SOIL COMPONENTS (DEBRIS, ETC.). PERCOLATION RATE(S) OF
FILL SHALL BE AS SPECIFIED ON PLANS AND/OR IN DETAILS. PERCOLATION RATE(S) TO BE VERIFIED BY A QUALIFIED
INDEPENDENT PARTY (I.E. SOIL SCIENTIST OR PROFESSIONAL SOILS ENGINEER) IN BORROW PIT PRIOR TO EXCAVATION;
SUBMIT WRITTEN RESULTS TO OWNER AND ENGINEER AT LEAST FIVE BUSINESS DAYS PRIOR TO HAULING.
L5. FILL SHALL BE GRADED AND THOROUGHLY COMPACTED IN SIX-INCH LIFTS. THE FILL SHALL BE GRADED TO THE LIMITS
AND DEPTHS DEPICTED ON THE PLANS AND DETAILS.
L6.PERCOLATION TESTS SHALL ALSO BE PERFORMED (IN ACCORDANCE WITH NYSDOH STANDARDS) IN PLACE IN LEACHING
SYSTEM FOLLOWING COMPACTION. PERCOLATION TEST(S) TO VERIFY FILL SUITABILITY SHALL BE PERFORMED AT THE
FREQUENCY SPECIFIED ON THE PLAN AND/OR SECTION. FAILING TESTS SHALL REQUIRE ADDITIONAL TESTS EVERY 1000
SF AROUND EACH FAILED TEST UNTIL THE LIMITS OF FAILING SOIL ARE IDENTIFIED. FAILING SOIL SHALL BE REMOVED
AND REPLACED WITH COMPLIANT SOIL.
L7.IN NO CASE SHALL WHEELED EQUIPMENT, EXCEPT PLOWS WHERE REQUIRED, BE ALLOWED DIRECTLY ON THE SOIL
WITHIN THE LEACHING AREA FOOTPRINT. (NO RUBBER TIRED EQUIPMENT SHOULD EVER BE ALLOWED WITHIN THE
WASTEWATER ABSORPTION AREA). TRACKED EQUIPMENT SHALL BE USED FOR INSTALLATION, AND WHERE FILL
MATERIAL IS REQUIRED, IT SHALL BE DUMPED AT THE EDGE OF THE LEACHING AREA AND PUSHED IN PLACE AHEAD OF
THE EQUIPMENT; TRACKED EQUIPMENT SHALL BEAR DIRECTLY ON 12” MINIMUM OF FILL MATERIAL AND NOT ON
NATIVE SOIL.
L8.INSTALL LEACHING SYSTEM COMPONENTS, INCLUDING CHAMBER UNITS WHERE APPLICABLE, PER MANUFACTURERS
RECOMMENDATIONS UNLESS OTHERWISE DIRECTED HEREON. VERIFY THAT SYSTEM IS AT CORRECT ELEVATION(S)
USING A LEVEL, TRANSIT, OR LASER.
L9.SEQUENCE OF CONSTRUCTION TO BE AS FOLLOWS:
·FIND FILL SOURCE AND VERIFY SUITABILITY WITH PERC TESTS AT SOURCE.
·ALL TREES SHALL BE CUT AT GRADE; STUMPS WITHIN THE LEACHING SYSTEM FOOTPRINT SHALL BE REMOVED IF
REQUIRED FOR SITE PREPARATION.
·REMOVE AND STOCKPILE TOPSOIL FOR PLACEMENT ON THE FINISHED SYSTEM.
·EXCAVATE TO DESIGNED SUBGRADE (IF NECESSARY); EXAMINE SUBGRADE FOR POOR (SLOWLY PERMEABLE) SOILS,
BEDROCK, DELETERIOUS MATERIALS, SMEARING, ETC. REMOVE DELETERIOUS MATERIAL, INCLUDING SLOWLY
PERMEABLE SOILS, WITHIN SYSTEM FOOTPRINT, AS DIRECTED BY ENGINEER.
·SCARIFY SUBGRADE; CHECK FOR AND REMOVE SMEARING AS REQUIRED PRIOR TO PLACEMENT OF SPECIFIED
GRANULAR FILL. ALSO, RAKE THE LEACHING AREA JUST PRIOR TO PLACEMENT OF THE LEACHING DEVICE,
INCLUDING UNDER CHAMBERS TO LOOSEN COMPACTION DUE TO FOOT TRAFFIC.
·PLACE AND COMPACT SYSTEM FILL IMMEDIATELY AFTER SUBGRADE HAS BEEN PREPARED AND APPROVED, TO
REQUIRED ELEVATION.
·PERFORM PERCOLATION TESTS IN THE PLACED FILL MATERIAL TO CONFIRM DESIGN RATE.
·INSTALL LEACHING DEVICE TO GRADES AND IN CONFIGURATION SHOWN ON PLANS / SECTIONS.
·BACKFILL AROUND AND ABOVE THE LEACHING DEVICE WITH SOIL SPECIFIED ON PLANS; CARE SHALL BE TAKEN TO
COMPACT SOIL IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS SO THAT THERE WILL BE NO
DAMAGE OR DISRUPTION OF LEACHING SYSTEM DEVICE OR SUBGRADE SOILS.
·CROWN THE FILL TO DRAIN, AND INSTALL THE RESERVED NATIVE TOPSOIL, AND/OR A CLAYEY LOAM OR SILTY
LOAM TOPSOIL, CAP AS DEPICTED ON THE PLANS (TO ALLOW OXYGEN TRANSFER BUT LITTLE INFILTRATION OF
PRECIPITATION).
·SEED/PLANT, AND THEN MULCH, ENTIRE SYSTEM; MAINTAIN UNTIL GROWTH IS ESTABLISHED.
01/30/2024 A SUBMITTED TO THE TOWN OF QUEENSBURY FOR PERMITTING
"DOCUMENTS PROVIDED IN SUPPORT OF THIS DESIGN MAY BE USED ONLY FOR THE USE SPECIFIED IN THE "ISSUE/REVISION" BLOCK ABOVE. THEY MAY NOT BE USED FOR ANY OTHER
PURPOSE, NOR INCORPORATED IN ANY SUBSEQUENT DESIGN WORK, WITHOUT THE WRITTEN CONSENT OF RU HOLMES ENGINEERS, PLLC. ONLY DOCUMENTS LABELED AS "ISSUED FOR
CONSTRUCTION" MAY BE USED FOR SAME. USER SHALL HOLD RU HOLMES ENGINEERS, PLLC HARMLESS AND DEFEND RU HOLMES ENGINEERS, PLLC FROM ANY UNAUTHORIZED USE."
RU HOLMES Engineers, PLLC
Civil & Environmental Engineering
12 EAST WASHINGTON STREET GLENS FALLS, NY
PHONE 518-792-2907
1
WD2
PIPE TRENCH: WATER & SEWER LINES
SCALE: N.T.S.
18" ±
4" MIN (6" IF
ROCK BELOW)
6" MIN. (TYP.)
18" MIN
SEE NOTES BELOW
1) BURIAL DEPTH: SEWER: 4'0" MIN. COVER; WATER: 5'-6" MIN. COVER.
2A) WATER LINES: IF AVAILABLE DEPTH PROVIDES BETWEEN 3'-0" AND 5'-6" COVER,
PROVIDE RIGID FOAM INSULATION OVER AND/OR AROUND PIPE. IF AVAILABLE DEPTH
PROVIDES LESS THAN 3'-0" COVER, CONTACT ENGINEER FOR ASSISTANCE.
2B) SEWER LINES: IF AVAILABLE DEPTH PROVIDES BETWEEN 2'-0" AND 4'-0" COVER,
PROVIDE RIGID INSULATION OVER AND/OR AROUND PIPE. IF AVAILABLE DEPTH
PROVIDES LESS THAN 2'-0" COVER, REFER TO 'SHALLOW PIPE INSTALLATION' DETAIL.
3) IN VEHICULAR TRAFFIC AREAS, IF 3'0" COVER CANNOT BE ACHIEVED, PIPE(S) SHOULD
BE PLACED IN A PROTECTIVE CASING(S).
2
WD2
SHALLOW PIPE INSTALLATION
SCALE: N.T.S.
10"±
TREATED LUMBER MARKER
ABOVE ALL BURIED COVERS;
SET LEVEL W/ GRADE
PROVIDE ADJUSTABLE LEVELING
DEVICE ON EACH OUTLET
4" PVC GRAVITY SEWER
@ 0.5% MIN. SLOPE
12" MIN. OF CLEAN SAND
OR PEA GRAVEL FOUNDATION
3
WD2
DISTRIBUTION BOX
SCALE: N.T.S.
INLET OUTLET
FORT MILLER BOX
OR EQUIVALENT
REV #DATE ISSUED / REVISIONS
NOT FOR CONSTRUCTION
ONLY COPIES OF THIS DRAWING WITH A
BLUE SEAL SHALL BE CONSIDERED TRUE
AND VALID
ALTERATION OF THIS DOCUMENT EXCEPT
BY A LICENSED ENGINEER IS UNLAWFUL.
12 EAST WASHINGTON STREET GLENS FALLS, N.Y.
COPYRIGHT Ó
PLOTTED / REVISED:
DRAWING:
PHONE: (518) 792-2907
JARRETT En gineers, PLLC
Civil & Environmental Engineering
WASTEWATER DETAILS WD2
ZEMANEK LOT LINE ADJUSTMENT
PAUL ZEMANEK
ELM DRIVE, GLEN LAKE
QUEENSBURY, NEW YORK
JANUARY 2024 PRO # 22003 SHEET: 7 OF 9
BASESHEET: 22 x 34 01/30/24 1:30 PM
ROBERT U. HOLMES
P.E. # 082026
2024
GENERAL WASTEWATER NOTES
G-1 CONSTRUCTION OF NEW PIPING, TANKS, AND LEACHING SYSTEM(S), ETC. SHALL BE IN CONFORMANCE WITH
APPLICABLE NYSDEC, NYS DEPT. OF HEALTH, AND LOCAL COUNTY/TOWN STANDARDS, AS WELL AS DETAILS / SPECS ON
THESE DOCUMENTS. CONFLICTS SHALL BE BROUGHT TO ENGINEERS ATTENTION PRIOR TO CONSTRUCTION.
G-2 INSTALLATION OF WATER SAVER FIXTURES THROUGHOUT RESIDENCE REQUIRED (POST 1994). NO KITCHEN GARBAGE
GRINDERS, OR SPAS/HOT TUBS ARE TO BE CONNECTED TO THE WASTEWATER DISPOSAL SYSTEM.
PIPING
P-1)ALL GRAVITY SEWER PIPE & FITTINGS SHALL BE PVC SDR 26 OR 35 (SEE PLANS), ASTM D3034; OR HPDE SDR 17, ASTM
D3350; INSTALLATION SHALL BE IN ACCORDANCE WITH ASTM D2321, UNI-BELL “HANDBOOK OF PVC PIPE, DESIGN, AND
INSTALLATION”, AND MANUFACTURER'S RECOMMENDATIONS.
P-2)GRAVITY SEWER PIPE JOINTS TO BE BELL & SPIGOT PUSH ON TYPE, ASTM D1312, DESIGNED FOR USE WITH PROJECT
PIPING
P-3)GRAVITY SEWER SHALL BE INSTALLED AT STRAIGHT & CONTINUOUS GRADE BETWEEN STRUCTURES (I.E. NO LOW OR
HIGH POINTS), UNLESS OTHERWISE DIRECTED HEREON OR BY ENGINEER. GRAVITY SEWER SHALL BE LAID AT THE
FOLLOWING MINIMUM GRADES UNLESS OTHERWISE DIRECTED ON PLANS: RAW SEWAGE: 4” @ 2%, 6” @ 1%; SETTLED
SEWAGE (EFFLUENT): 4” AND 6” @ 0.5%±. ALL SEWER SHALL BE LEAKAGE TESTED BY A NYSDEC APPROVED METHOD.
P-4)FORCE MAIN SHALL BE HDPE, ASTM D2239 OR F714, 100 PSI MIN PRESSURE RATING; OR, PVC, ASTM D2241, 100 PSI
MIN PRESSURE RATING; FORCE MAIN TO BE INSTALLED PER ASTM D2774 AND PIPE MANUFACTURER'S
RECOMMENDATIONS. FORCE MAIN FITTINGS SHALL BE RESTRAINED OR THRUST BLOCKED TO PREVENT MOVEMENT.
FORCE MAIN TO BE PRESSURE TESTED BY A NYSDEC APPROVED METHOD.
P-5)HDPE PIPE AND FITTINGS ARE TO BE JOINED BY THE BUTT (HEAT) FUSION PROCESS, AND JOINING EQUIPMENT SHOULD
BE AS APPROVED BY THE MANUFACTURER. PROPERLY EXECUTED ELECTRO-FUSION FITTINGS MAY BE USED.
EXTRUSION WELDING OR HOT GAS WELDING OF HDPE PIPING SHOULD NOT BE USED FOR APPLICATIONS WHERE SHEAR
OR STRUCTURAL STRENGTH IS IMPORTANT. MECHANICAL JOINT ADAPTER, FLANGES, UNIONS, GROOVED COUPLERS,
TRANSITIONS FITTINGS, AND SOME MECHANICAL COUPLINGS MAY BE USED TO MECHANICALLY CONNECT HDPE PIPE.
REFER TO MANUFACTURES RECOMMENDATIONS.
P-6)SCH 40 PVC PIPE AND FITTINGS ARE TO BE JOINED BY A SOLVENT WELD PROCESS, OR OTHER APPROVED METHOD, IN
ACCORDANCE WITH PIPE MANUFACTURER'S RECOMMENDATIONS. MECHANICAL JOINT ADAPTER, FLANGES, UNIONS,
GROOVED COUPLERS, TRANSITION FITTINGS, AND SOME MECHANICAL COUPLINGS MAY BE USED TO MECHANICALLY
CONNECT SCH 40 PVC PIPE, IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.
P-7)THERMOPLASTIC PIPING MAY BE ROUTED AROUND OBSTRUCTIONS BY BENDING PIPE ON A SMOOTH CURVE, AS
RECOMMENDED BY THE MANUFACTURER.
TANKS/STRUCTURES
T-1)PRECAST STRUCTURES SHALL BE AS SUPPLIED BY FORT MILLER CO., INC. OR EQUIVALENT. REFERENCES TO HEAVY DUTY
REFER TO FORT MILLER CO. DESIGNS FOR H-20 TRAFFIC LOADING. HDPE TANKS SHALL BE AS SUPPLIED BY INFILTRATOR
WATER TECHNOLOGY, LLC., OR OTHER APPROVED EQUIVALENT.
T-2)TANKS/STRUCTURES INSTALLED IN TRAFFIC AREAS SHALL BE HEAVY DUTY CONSTRUCTION (DESIGNED FOR (H-20)
WHEEL LOADING).
T-3)THE LOCATIONS OF ALL BURIED STRUCTURES SHALL BE DOCUMENTED BY INSTALLATION OF PERMANENT MARKER(S)
OVER BURIED COVER(S), AND MEASUREMENT “TIES” TO PERMANENT FEATURES, AND SHOWN ON (RECORD)
DRAWINGS (SEE GENERAL NOTES).
T-4)ALL TANKS SET BELOW SEASONALLY HIGH GROUNDWATER ELEVATIONS SHALL BE ANCHORED AGAINST POSSIBLE
FLOATION USING HEAVY DUTY TANKS WITH 6” EXTENDED INTERGAL BASES, OR BY AN ALTERNATIVE METHOD
APPROVED BY ENGINEER.
T-5)TANKS/STRUCTURES SHALL BE SEAMLESS CONSTRUCTION OR SHALL HAVE WATERTIGHT JOINTS (ASTM C1227). WALL
PENETRATIONS SHALL BE KOR-N-SEAL, OR OTHERWISE WATER TIGHT AS APPROVED BY ENGINEER. TANKS TO BE
TESTED WATER TIGHT BY METHOD APPROVED BY ENGINEER (ENGINEER TO WITNESS).
T-6)CONTRACTOR TO INSTALL TANKS / STRUCTURES TO (RELATIVE) ELEVATIONS SHOWN; DOCUMENT ELEVATIONS OF
EXISTING FEATURES PRIOR TO START OF CONSTRUCTION.
T-7)SEPTIC TANKS SHALL HAVE AN NSF APPROVED OUTLET EFFLUENT FILTER DESIGNED FOR THE FLOW RATE/TYPE IN THE
SYSTEM. FOR SEPTIC TANKS PLUMBED IN SERIES THE EFFLUENT FILTER SHALL BE LOCATED ON THE OUTLET OF THE
DOWNSTREAM TANK ONLY. FRAME AND COVER TO BE PROVIDED OVER FILTER FOR MAINTENANCE ACCESS, AND
PERMANENT MARKERS SHALL BE PROVIDED OVER ALL OTHER TANK OPENINGS UNLESS OTHERWISE DIRECTED BY
OWNER.
01/30/2024 A SUBMITTED TO THE TOWN OF QUEENSBURY FOR PERMITTING
"DOCUMENTS PROVIDED IN SUPPORT OF THIS DESIGN MAY BE USED ONLY FOR THE USE SPECIFIED IN THE "ISSUE/REVISION" BLOCK ABOVE. THEY MAY NOT BE USED FOR ANY OTHER
PURPOSE, NOR INCORPORATED IN ANY SUBSEQUENT DESIGN WORK, WITHOUT THE WRITTEN CONSENT OF RU HOLMES ENGINEERS, PLLC. ONLY DOCUMENTS LABELED AS "ISSUED FOR
CONSTRUCTION" MAY BE USED FOR SAME. USER SHALL HOLD RU HOLMES ENGINEERS, PLLC HARMLESS AND DEFEND RU HOLMES ENGINEERS, PLLC FROM ANY UNAUTHORIZED USE."
RU HOLMES Engineers, PLLC
Civil & Environmental Engineering
12 EAST WASHINGTON STREET GLENS FALLS, NY
PHONE 518-792-2907
REV #DATE ISSUED / REVISIONS
NOT FOR CONSTRUCTION
ONLY COPIES OF THIS DRAWING WITH A
BLUE SEAL SHALL BE CONSIDERED TRUE
AND VALID
ALTERATION OF THIS DOCUMENT EXCEPT
BY A LICENSED ENGINEER IS UNLAWFUL.
12 EAST WASHINGTON STREET GLENS FALLS, N.Y.
COPYRIGHT Ó
PLOTTED / REVISED:
DRAWING:
PHONE: (518) 792-2907
JARRETT En gineers, PLLC
Civil & Environmental Engineering
RAIN GARDEN DETAILS RG1
ZEMANEK LOT LINE ADJUSTMENT
PAUL ZEMANEK
ELM DRIVE, GLEN LAKE
QUEENSBURY, NEW YORK
JANUARY 2024 PRO # 22003 SHEET: 8 OF 9
BASESHEET: 22 x 34 01/30/24 1:30 PM
ROBERT U. HOLMES
P.E. # 082026
2024
4"±(AS REQUIRED)
RE-VEGETATE DISTURBED AREA
WITH LOW MAINTENANCE
NATIVE GROUND COVER;
MULCH AS REQUIRED
4
RG1
VEGETATED DIVERSION SWALE
SCALE: N.T.S.
1
RG1
RAIN GARDEN ON A SLOPE
SCALE: N.T.S.
6"-18"
MAX. 1' H
MAX. 2'H
(24" MIN)
STABILIZE SLOPES WITH
DEEP ROOTED NATIVE
GROUND COVERS
AND/OR ROCK
KEY BERM INTO EXISTING SOIL
(8" TYP)
(24" MIN)
SEASONAL HIGH
GROUNDWATER
OR BEDROCK
REFER TO 'RAIN GARDEN
PLANTING SPECIFICATIONS'
(RG-1) FOR PLANT
SPECIES SELECTION
NATIVE FILL OR
EQUIVALENT
REFER TO 'RAIN GARDEN PLANTING
SPECIFICATIONS' (RG-1) FOR PLANT
SPECIES SELECTION
'ADS' 'ADVANEDGE' EDGE DRAIN
AS CALLED FOR ON DESIGN PLANS
MOUND OVER END OF EDGE
DRAIN WITH RIVER ROCK
(2"Ø TO 6"Ø) TO ANCHOR IN
PLACE AND TO CONCEAL FROM
VISIBILITY AND PREVENT
INTRUSION OF RODENTS &
SMALL ANIMALS
MIN. 6"
MOUND OVER EDGE DRAIN
WITH MIN. 2"-3" SHREDDED
HARDWOOD MULCH
EDGE DRAIN TO EXTEND TO
OPPOSITE WALL OF
RAIN GARDEN
'ADS' 'ADVANEDGE' EDGE DRAIN
AS CALLED FOR ON DESIGN PLANS
EDGE DRAIN TO EXTEND TO
OPPOSITE WALL OF
RAIN GARDEN
6"-18" SOIL MEDIA:
95%± FINE TO MEDIUM SAND
(LESS THAN 5%± CLAY CONTENT)
5%± SANDY TOPSOIL WITH AN
AVERAGE OF 5%± ORGANIC
(FREE OF STONES, ROOTS,
WOODY DEBRIS AND
ANIMAL WASTE)
WEIR AS DIRECTED ON PLANS
2 MIN.
1
DEEP ROOTED SHRUBS
TO PROVIDE ADDED
SLOPE STABILITY
SEE STORMWATER
DEVICE DETAILS FOR
CONSTRUCTION DETAILS
PROPOSED GRADE
5' MIN. STABILIZED
OVER FLOW SWALE
2'± WEIR INLET
STABILIZATION
GEOTEXTILE/GEOGRID
AS REQUIRED
KEY EROSION
GEOTEXTILE INTO SLOPE
KEY EROSION
GEOTEXTILE INTO SLOPE
STABILIZE SLOPES & WEIR OUTLET
PER METHOD OF STABILIZATION
NOTED IN TABLE BELOW
NOTE:
1. UNLESS OTHERWISE SPECIFIED, ALL WEIR OUTLET OVERFLOWS TO BE SHALLOW AND
BROAD CRESTED. WEIR OUTLET STABILIZATION TO BE AS FOLLOWS:
3
RG1
STABILIZED OVERFLOW WEIR
SCALE: N.T.S.
WEIR OUTLET STABILIZATION
BASIN VOLUME (CF)METHOD OF STABILIZATION
0-2500 VEGETATED (SEE NOTE 2)
2500-5000
AMERICAN GREEN 'VMAX P550'
PERMANENT EROSION CONTROL MATTING,
OR APPROVED EQUIVALENT
>5000 ROCK LINED
2. PROVIDE TEMPORARY EROSION CONTROL MATTING AS REQUIRED.
2
RG1
RAIN GARDEN ON A FLAT SITE
SCALE: N.T.S.
BROAD CRESTED WEIR OR
18" WIDE 'ADS' 'ADVANEDGE'
EDGE DRAIN OUTLET, AS
CALLED FOR ON PLANS;
ELEVATION AS SPECIFIED
ON PLANS
PERFORATED PIPE
CLEAN, WASHED, UNIFORM
CRUSHED STONE OR GRAVEL
(SEE HOUSE FOUNDATION DESIGN)
FONDATION BACKFILL
IMPERMEABLE LINER/MEMBRANE
(POLY OR PVC) FOR SEPARATION
OF STORMWATER FROM FOUNDATION
DRAIN SYSTEM
NOTE: MEMBRANE TO BE PROVIDED
IN RAIN GARDEN(S) ADJACENT TO
THE HOUSE (NOT REQUIRED ADJACENT
TO THE GARAGE). THIS DETAIL APPLICABLE
IF FOUNDATION DRAIN IS WITHIN 10'
OF RAIN GARDEN
PROPOSED
RESIDENCE
6"-18" SOIL MEDIA:
95% FINE TO COARSE SAND
(LESS THAN 5% CLAY CONTENT)
5% SANDY TOPSOIL WITH AN
AVERAGE OF 5% ORGANIC
(FREE OF STONES, ROOTS, WOODY
DEBRIS AND ANIMAL WASTE)
SEASONAL HIGH
GROUNDWATER
48"± (AS REQUIRED)
ROUTE TO SPILLWAY
RG-1) RAIN GARDEN PLANTING SPECIFICATIONS:
1.ALL PLANTS SHALL BE NATIVE OR NATURALIZED TO UPSTATE NEW YORK, AND SHALL CONFORM TO “AMERICAN
STANDARD NURSERY STOCK” STANDARDS AND SHALL BE FROM CERTIFIED LOCAL NURSERIES.
2.RAIN GARDEN AREA: MIXTURE OF HERBACEOUS PLANTS AND SHRUBS TAKEN FROM THE FOLLOWING PLANT LIST:
SEDGES, REDTOP, BLUE FLAG IRIS, WINTERBERRY, BUTTONBUSH SILKY DOGWOOD, RED STEM DOGWOOD,
ELDERBERRY, JOE PYE WEED, COMMON SPICE BUSH, ARROWOOD VIBURNUM, BAYBERRY, YELLOW LOOSESTRIFE
(NOT PURPLE), SKUNK CABBAGE, NEW YORK ASTER, BLUE VERVAIN, OR APPROVED OTHERS.
3.FRINGE AREA: MIXTURE OF HERBACEOUS AND/OR WOODY SHRUBS/TREES FROM THE FOLLOWING LIST: RED CHOKE
BERRY, RED MAPLE, ELDERBERRY, EASTERN HEMLOCK, BLACK ASH, EASTERN RED CEDAR, SILKY DOGWOOD, RED
STEM DOGWOOD, OR OTHERS AS APPROVED.
4.ALL PLANTS SHALL BE PLANTED AND MAINTAINED PER NURSERY SUPPLIER'S RECOMMENDATIONS.
5.PLANTS SHALL BE SPACED RANDOMLY BUT SHALL AVERAGE 30” O.C. SPACING (MAX).
6.PLANTING SHALL OCCUR DURING MAY-JUNE OR SEPTEMBER-OCTOBER AND SHALL BE GUARANTEED FOR MINIMUM
OF 1 YEAR. PLANTS SHALL BE WATERED AS RECOMMENDED BY NURSERY SUPPLIER UNTIL ESTABLISHED.
7.MULCH ENTIRE WETLAND/RAIN GARDEN WITH SHREDDED HARDWOOD FREE OF DYE AND CHEMICALS; MULCH TO BE
APPLIED AT A UNIFORM LAYER OF 2”-3” DEPTH.
RG-2) BASIN VOLUMES TO BE VERIFIED IN THE FIELD:
a.MEASURE BOTTOM AREA IN SQUARE FEET (ON A HORIZONTAL PLANE), AND,
b.MEASURE THE AREA AT THE TOP OF THE BASIN AT THE ELEVATION OF THE OVERFLOW WEIR.
c.CALCULATE THE AVERAGE OF THE TWO AREAS.
d.MEASURE THE VERTICAL DISTANCE BETWEEN WHERE THE BOTTOM AND THE TOP AREAS WERE MEASURED (FEET).
e.MULTIPLY THE AVERAGE AREA (SF) X THE VERTICAL DIFFERENCE (FT) TO OBTAIN THE BASIN VOLUME IN CUBIC FEET
(CF).
INFILTRATION BASIN (RAIN GARDEN) MAINTENANCE NOTES:
SEDIMENT:
SEDIMENT ACCUMULATIONS OR HEAVY ORGANIC MATTER TO BE REMOVED AS NECESSARY (MAX. 50% BY VOLUME).
OUTLETS TO BE CHECKED FOR EROSION AND REPAIRED/UPGRADED AS SOON AS POSSIBLE. APPROPRIATE ELEVATIONS TO BE
MAINTAINED ON ALL FEATURES OF THE STORMWATER DEVICE.
VEGETATION:
PLANTINGS TO BE PERMANENTLY MAINTAINED IN HEALTHY CONDITION. THE PROPERTY OWNER IS RESPONSIBLE FOR
REGULAR WEEDING, IRRIGATION, PRUNING, AND OTHER PERMANENT MAINTENANCE OF ALL PLANTINGS AS NEEDED.
COMPLIANCE:
UP KEEP, MAINTENANCE, PERIODIC INSPECTIONS AND REPORTING TO BE COMPLETED IN ACCORDANCE WITH THE EXECUTED
'STORMWATER CONTROL FACILITY MAINTENANCE AGREEMENT' BETWEEN THE PROPERTY OWNER AND THE PERMITTING
AUTHORITY.
01/30/2024 A SUBMITTED TO THE TOWN OF QUEENSBURY FOR PERMITTING
"DOCUMENTS PROVIDED IN SUPPORT OF THIS DESIGN MAY BE USED ONLY FOR THE USE SPECIFIED IN THE "ISSUE/REVISION" BLOCK ABOVE. THEY MAY NOT BE USED FOR ANY OTHER
PURPOSE, NOR INCORPORATED IN ANY SUBSEQUENT DESIGN WORK, WITHOUT THE WRITTEN CONSENT OF RU HOLMES ENGINEERS, PLLC. ONLY DOCUMENTS LABELED AS "ISSUED FOR
CONSTRUCTION" MAY BE USED FOR SAME. USER SHALL HOLD RU HOLMES ENGINEERS, PLLC HARMLESS AND DEFEND RU HOLMES ENGINEERS, PLLC FROM ANY UNAUTHORIZED USE."
RU HOLMES Engineers, PLLC
Civil & Environmental Engineering
12 EAST WASHINGTON STREET GLENS FALLS, NY
PHONE 518-792-2907
10' MAXIMUM
8" MIN. (TYP.)
4" MIN.
1'-8"
1'-4"
1'-4"
1'-8"
8"
1'-4"
1'-4"
24" (MAX.) TYP.
GEOTEXTILE FABRIC WRAPPED
AROUND HAY BALES, AS SHOWN ABOVE
2" x 2" HARDWOOD STAKES OR RE-BARS
DRIVEN FLUSH WITH BALE; 2 STAKES
PER BALE REQUIRED, ONE VERTICAL, ONE ANGLED
OVERLAP FABRIC
@ STAKE
1
EC1
SEDIMENT CONTROL BARRIER (SHEET FLOW)
SCALE: N.T.S.
TYPICAL
TIE POINTS
STEEL OR 2" x 2"
HARDWOOD POSTSGEOTEXTILE FABRIC MEETING
NYSSSESC SPECIFICATIONS
SECURELY FASTEN WIRE
FENCE TO POSTS &
FABRIC TO FENCE
STEEL OR
HARDWOOD POST
GEOTEXTILE FABRIC
4"x6" TRENCH
WITH COMPACTED BACKFILL
GEOTEXTILE FABRIC
3 4" (MIN.) DRAIN ROCK
(IF REQUIRED)
SAND BAGS LAID TIGHT
END TO END, PERPENDICULAR
TO DIRECTION OF FLOW
HARD SURFACE
WOVEN WIRE FENCE
4' MIN.B
4' MIN.
DIKE CONSTRUCTED USING
CRUSHED STONE AND LIGHT
RIP RAP
ORIGINAL GRADE
NON-WOVEN GEOTEXTILE FABRIC
LIGHT RIP RAP (TYP.)
FLOW
NOTES:
1) THIS DETAIL IS APPLICABLE TO SHEET FLOW DRAINAGE ON A TEMPORARY OR
SEMI-PERMANENT BASIS (1 YEAR MAXIMUM) FOR EROSION CONTROL.
2) SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY.
3) ALL MATERIALS AND INSTALLATION SPECIFICATIONS SHALL BE AS FOUND IN THE LATEST
VERSION OF THE NYSSSESC.
4) INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT AS NEEDED;
9" (MAX.) RECOMMENDED STORAGE HEIGHT.
5) REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE
SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED.
6) DETAIL SHOWN IS EQUIVALENT TO A "REINFORCED" SILT FENCE. REFERENCES MADE TO
"STANDARD" AND "SUPER" SILT FENCE, SEE NYSSSESC.
SHEET FLOW BARRIER DEVICE SYMBOL:
BUTT BALES TOGETHER,
I.E.: NO GAP
SHEET FLOW DRAINAGE
BEDDING DETAIL
FLOW
(CONTRACTOR MAY USE ANY OF DETAILS SHOWN ABOVE FOR SEDIMENT CONTROL OF SHEET FLOW ONLY)
(CONTRACTOR MAY REFER TO NEW YORK STANDARDS AND SPECIFICATION FOR EROSION AND SEDIMENT CONTROL
"BLUE BOOK" FOR OTHER METHODS OF EROSION AND SEDIMENT CONTROL (CONTACT ENGINEER PRIOR TO MAKING SUBSTITUTIONS)
NOTES:
1) THESE DETAILS ARE APPLICABLE TO SHEET FLOW DRAINAGE ON DISTURBED SOILS, HAY BALE
DIKES ARE NOT SUITABLE FOR STREAM CHANNELS.
2) HAY BALE DIKES MAY BE USED FOR TEMPORARY (180 DAYS MAXIMUM) EROSION CONTROL.
FLOW
SAND BAGS
SILT FENCE
STRAW BALE DIKE
A
1
FLOW
NOTES:
1) THIS STRUCTURE IS SUITABLE FOR EROSION CONTROL OF SHEET FLOW DRAINAGE ON MODERATE SLOPES, OR AS A CHECK
DAM SEDIMENT TRAP IN A DRAINAGE DITCH; IF USED AS A CHECK DAM, PROVIDE OVERFLOW CAPABILITY.
2) "A" TO BE 2 OR GREATER FOR TEMPORARY DIKES AND 2.5 OR GREATER FOR PERMANENT EARTH DIKES.
3) "B" TO BE HEIGHT SHOWN ON PLAN OR EQUAL TO HEIGHT OF ADJOINING GROUND OR MAXIMUM 18" HIGH.
4) SEDIMENT TO BE REMOVED WHEN 25% OF THE DIKE'S FUNCTIONAL VOLUME HAS BEEN LOST.
5) DIKES TO BE REMOVED AND AREAS STABILIZED WITH AN APPROPRIATE VEGETATION THAT MATCHES SURROUNDING
AREAS AND MULCHED TO PREVENT EROSION.
FLOW
STONE / EARTH DIKE
(CONTRACTOR MAY USE THE DETAIL SHOWN ABOVE FOR SEDIMENT CONTROL FOR CONCENTRATED FLOWS)
(CONTRACTOR MAY REFER TO NEW YORK STANDARDS AND SPECIFICATION FOR EROSION AND SEDIMENT CONTROL
"BLUE BOOK" FOR OTHER METHODS OF EROSION AND SEDIMENT CONTROL
(CONTACT ENGINEER PRIOR TO MAKING SUBSTITUTIONS)
EROSION & SEDIMENT CONTROL:
ESC-1) LAND DISTURBANCE IS DEFINED AS DISRUPTION OF ESTABLISHED GROUND COVER/SOIL, AND NO LAND DISTURBANCE SHALL
TAKE PLACE UNLESS PROVISIONS ARE IN PLACE TO CONTROL EROSION AND SEDIMENTATION. LAND DISTURBANCE SHALL NOT
EXCEED LIMITS SHOWN ON DRAWING WITHOUT APPROVAL OF THE PERMITTING AUTHORITY.
ESC-2) FROM DAY 1 OF CONSTRUCTION UNTIL FINAL SITE STABILIZATION, ALL EARTHWORK SHALL BE CONTROLLED TO PREVENT
EROSION & SEDIMENTATION IN ACCORDANCE WITH PROVISIONS SHOWN ON THESE PLANS AND THE "NEW YORK STATE
STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL" (NYSSSESC), ISSUED BY THE NYSDEC, LATEST EDITION.
ALL ESC DEVICES SHALL BE MAINTAINED IN ACCORDANCE TO THE NYSSSESC. EROSION CONTROL OPTIONS INCLUDE: A) GRADE
DISTURBED AREA AND SEED (TEMPORARY OR PERMANENT) IMMEDIATELY AFTER CURRENT WORK IS COMPLETED OR TEMPORARILY
SUSPENDED, B) MULCH WITH STRAW, BARK MULCH, STONE, ETC., C) APPLY EROSION CONTROL MATTING, OR D) OTHER, AS
APPROVED.
ESC-4) FROM DAY 1 OF CONSTRUCTION UNTIL FINAL SITE STABILIZATION, SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED IN
FULL OPERATIVE CONDITION UNTIL PERMANENT SITE STABILIZATION IS COMPLETE AND PERMANENT GROUND COVER ESTABLISHED
AS DEFINED BY NYSDEC STANDARDS.
ESC-5) FOR PROJECTS IN THE LAKE GEORGE BASIN:
ESC-5A) WITHIN 500 FEET OF THE MEAN HIGH WATER OF ANY LAKE, POND, RIVER, STREAM, OR WETLAND, NO LAND AREA,
INCLUDING AREAS STOCKPILED WITH EARTHEN MATERIALS, WHICH HAS BEEN CLEARED MAY BE MADE OR LEFT DEVOID OF
GROWING VEGETATION FOR MORE THAN 24 HOURS WITHOUT A PROTECTIVE COVERING SECURELY PLACED OVER THE ENTIRE AREA
AND/OR EROSION CONTROL DEVICES PROPERLY INSTALLED TO PREVENT SEDIMENTS FROM ENTERING THE WATER BODY.
ACCEPTABLE PROTECTIVE COVERINGS INCLUDE NATURAL MULCH OF A DEPTH OF TWO INCHES, ROCK RIP-RAP, NON-DEGRADABLE
MATERIALS SUCH AS PLASTIC OR CANVAS COVERINGS, AND IMPERVIOUS STRUCTURES.
ESC-5B) IN AREAS WHERE SOIL DISTURBANCE ACTIVITY HAS BEEN TEMPORARILY OR PERMANENTLY CEASED, TEMPORARY AND/OR
PERMANENT SOIL STABILIZATION MEASURES SHALL BE INSTALLED AND/OR IMPLEMENTED WITHIN SEVEN (7) DAYS FROM THE DATE
THE SOIL DISTURBANCE ACTIVITY CEASED. THE SOIL STABILIZATION MEASURES SELECTED SHALL BE IN CONFORMANCE WITH THE
MOST CURRENT VERSION OF THE TECHNICAL STANDARDS, NEW YORK STANDARDS AND SPECIFICATIONS FOR EROSION AND
SEDIMENT CONTROL, AND IN THE LAKE GEORGE BASIN SHALL BE IN ACCORDANCE WITH LGPC REGULATION 646-4.15(C).
ESC-5C) GROUND CLEARING OR GRADING ACTIVITIES WHICH OCCUR DURING THE PERIOD OCTOBER 15TH TO APRIL 15TH, DURING
WHICH GERMINATION OF VEGETATION TYPICALLY WILL NOT TAKE PLACE, SHALL BE REQUIRED TO INCORPORATE EXTRA MEASURES
DURING REVEGETATION IN ORDER TO REDUCE EROSION AND MAINTAIN WATER QUALITY. THESE EXTRA MEASURES INCLUDE, BUT
ARE NOT LIMITED TO, THE USE OF SCREEN MESH, NETTING, EXTRA MULCH, AND SILTATION FENCES.
ESC-6) ALL CONSTRUCTION ACTIVITY SHALL STOP IF EROSION AND/OR SEDIMENTATION IS EVIDENT, INCLUDING IF IN PLACE
CONTROLS ARE DAMAGED OR DESTROYED OR ARE INADEQUATE. CONSTRUCTION ACTIVITY SHALL NOT RESUME UNTIL SUCH TIME
AS CONTROLS ARE IN PLACE TO PREVENT FURTHER ENVIRONMENTAL IMPACT AND UNTIL SUCH TIME AS THE PRIOR IMPACT IS
REMEDIATED.
ESC-7) DETAILS SHOWN ON THIS DRAWING ARE ONLY EXAMPLES OF APPLICABLE EROSION AND SEDIMENT CONTROL SYSTEMS;
CONTRACTOR TO DETERMINE "BEST MANAGEMENT PRACTICE(S)" AND SUBMIT TO OWNER/ ENGINEER FOR APPROVAL.
EARTHWORK & TURF ESTABLISHMENT:
ET-1) ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION UNLESS OTHERWISE DIRECTED ON THESE PLANS OR BY
OWNER.FOR AREAS OF SITE THAT HAVE SEEN VEHICULAR TRAFFIC, SOILS RESTORATION TO BE AS FOLLOWS: SOILS RESTORATION
REQUIREMENTS AS DEFINED IN CHAPTER 5.1.6 OF "NEW YORK STATE STORMWATER DESIGN MANUAL": APPLICATION OF 3" OF
COMPOST, TILLING COMPOST INTO SUB-SOIL A MINIMUM DEPTH OF 12". APPLICATION OF TOPSOIL TO A DEPTH OF 6". VEGETATE
AS REQUIRED PER LANDSCAPING PLAN, IF APPLICABLE, OR AT THE DIRECTION OF OWNER.
ET-2) TOPSOIL, PLANT/SEED, AND MULCH DISTURBED AREAS TO ESTABLISH PERMANENT VEGETATIVE GROWTH (GRASS OR OTHER
NATIVE/NATURALIZED GROUNDCOVERS); CONTACT OWNER AND/OR LOCAL SOIL CONSERVATION SERVICE FOR RECOMMENDED
MATERIALS AND APPLICATION.
ET-3) CONTRACTOR TO PROTECT EXISTING STRUCTURES & PERSONAL PROPERTY DURING WORK. WHERE POSSIBLE, ROUTE
VEHICLES AND COMPLETE ALL WORK OUTSIDE OF ROOT ZONES OF MAJOR TREES AND AROUND OTHER FEATURES, AS PRACTICAL
AND AS DIRECTED BY OWNER.
ET-4) NO CLEARING OR GRUBBING BEYOND THE CLEARING LIMITS LABELED SHALL OCCUR UNLESS APPROVED IN ADVANCE BY
ENGINEER AND PERMITTING AUTHORITY(IES).
COMPOST
FILTER SOCK
2"X2" WOODEN STAKES
PLACED AT 10' O.C.
MAX. SPACING
8'
EXISTING
CONTOURS
2"X2" WOODEN
STAKES PLACED
10' O.C.
1'
MIN.
COMPOST FILTER
SOCK PER
NYSSSESC
FLO
W
F
L
O
W
102
101
100
WIDTH: 12'-24'
(SEE NOTE)
1.) COMPOST FILTER SOCKS WILL BE PLACED ON THE CONTOUR WITH BOTH TERMINAL ENDS OF THE SOCK
EXTENDED 8 FEET UP SLOPE AT A 45 DEGREE ANGLE TO PREVENT BYPASS FLOW.
2.) DIAMETERS DESIGNED FOR USE SHALL BE 12"-32" EXCEPT THAT 8" DIAMETER SOCKS MAY BE USED FOR
RESIDENTIAL LOTS TO CONTROL AREAS LESS THAN .25 ACRES.
3.) COMPOST SOCKS SHALL BE ANCHORED IN EARTH WITH 2" X 2" WOODEN STAKES DRIVEN 12" INTO THE
SOIL ON 10 FOOT CENTERS ON THE CENTERLINE OF THE SOCK.
4.) THE MAXIMUM SLOPE LENGTH ABOVE A COMPOST FILTER SOCK SHALL NOT EXCEED THE FOLLOWING
LIMITS
DITCH STABILIZATION GUIDELINES
(GUIDELINES ARE PROVIDED TO OFFER ALTERNATIVES FOR STABILIZATION, AS NEEDED; ADDITIONAL
OR MORE AGGRESSIVE TREATMENTS MAY BE NECESSARY DEPENDING ON SITE CONDITIONS)
DS-1) 0-6%: SEED & MULCH
DS-2) 6-10%: SEED & MULCH W/ TEMPORARY EROSION CONTROL MATTING
(EX. NORTH AMERICAN GREEN MODEL: P300 OR APPROVED EQUIVALENT)
DS-3) 10-15%: SEED & MULCH W/ TEMPORARY OR PERMANENT EROSION CONTROL MATTING
(EX. NORTH AMERICAN GREEN MODEL: C350 OR APPROVED EQUIVALENT)
DS-4) 15%+: SEED & MULCH W/ PERMANENT EROSION CONTROL MATTING
(EX. NORTH AMERICAN GREEN MODEL: P550 OR APPROVED EQUIVALENT)
OR OTHER APPROVED MEASURES (STONE CHECK DAMS AND/OR RIP RAPPED CHANNEL)
SLOPE STABILIZATION GUIDELINES
(GUIDELINES ARE PROVIDED TO OFFER ALTERNATIVES FOR STABILIZATION, AS NEEDED; ADDITIONAL
OR MORE AGGRESSIVE TREATMENTS MAY BE NECESSARY DEPENDING ON SITE CONDITIONS)
SS-1) 0-25%: SEED & MULCH
SS-2) 25-33%: SEED & MULCH W/ TEMPORARY EROSION CONTROL MATTING
(EX. NORTH AMERICAN GREEN MODEL: S75BN OR APPROVED EQUIVALENT)
SS-3) 33-50%: SEED & MULCH W/ TEMPORARY OR PERMANENT EROSION CONTROL MATTING ON
SLOPES
(EX. NORTH AMERICAN GREEN MODEL: S150BN OR APPROVED EQUIVALENT)
SS-4) 50-100%: SEED & MULCH W/ PERMANENT EROSION CONTROL MATTING ON SLOPES
(EX. NORTH AMERICAN GREEN MODEL: SC150BN OR APPROVED EQUIVALENT)
SS-5) 100%+: CONTACT ENGINEER FOR GUIDANCE.
DIAMETER
(IN.)
SLOPE%
2 5 10 20 25 33 50
8 225*200 100 50 20 --
12 250 225 125 65 50 40 25
18 275 250 150 70 55 45 30
24 350 275 200 130 100 60 35
32 450 325 275 150 120 75 50
GEOTEXTILE:
PLACED OVER ENTIRE AREA
TO BE COVERED WITH AGGREGATE
(SEE NOTES)
EROSION & SEDIMENT CONTROL CONSTRUCTION NOTES:
1) CONTACT PERMITTING AUTHORITIES REGARDING CONSTRUCTION START DATE, AND ENGINEER TO SCHEDULE A
PRE-CONSTRUCTION MEETING, PRIOR TO START OF CONSTRUCTION.
2) EROSION & SEDIMENT CONTROL TO BE INSTALLED PRIOR TO ANY OTHER CONSTRUCTION.
3) NYSDEC TRAINED PERSONNEL IN EROSION AND SEDIMENT CONTROL SHALL INSPECT SITE DAILY AND MAINTAIN
LOG/REPORT BOOK.
(NEW YORK STANDARDS AND SPECIFICATION FOR EROSION AND SEDIMENT CONTROL "BLUE BOOK" CAN BE FOUND AT:
http://www.dec.ny.gov/chemical/29066.html
OTHER ENVIRONMENTAL CONTROLS:
1.) PROTECT SITE DURING CONSTRUCTION IN ACCORDANCE WITH NYSDEC STORMWATER DESIGN MANUAL AND NYS
EROSION & SEDIMENT CONTROL GUIDLINES ("BLUE BOOK"); LATEST EDITION
2.) TEMPORARY FUEL TANKS SHALL BE PROVIDED WITH SECONDARY CONTAINMENT EQUAL TO 100% OF TANK CONTENTS;
AND AREA UNDER FUEL LINES SHALL BE COVERED IN WOODCHIPS, ABSORBENT MATTING, OR OTHER APPROVED
ABSORBENT MATERIALS.
COMPOST FILTER SOCK
WOVEN WIRE FENCE
(MIN. 14 GAUGE W/
MAX. 6" MESH SPACING)
ON REINFORCED SILT FENCE
* LENGTH IN FEET
CONSTRUCTION ENTRANCE SPECIFICATIONS
CS-1) AGGREGATE:
A) STONE SIZE - USE #3 OR #4 (1"-4") STONE OR RUBBLE.
B) THICKNESS: NOT LESS THAN 6".
CS-2) LENGTH:
A) TYPICAL COMMERCIAL/INDUSTRIAL ENTRANCE LENGTH= RECOMMENDED 50' MIN.
B) A SINGLE RESIDENCE LOT ENTRANCE LENGTH= RECOMMENDED 30' MIN.
CS-3) WIDTH:
RECOMMENDED 12' MIN. WIDTH WITH SEPARATE ENTRANCE & EXITS TO SITE
B) RECOMMENDED 24' MIN WIDTH WITH COMBINED ENTRANCE & EXITS TO SITE
CS-4) GEOTEXTILE:
A) TO BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING STONE.
B) NOT REQUIRED ON A SINGLE FAMILY RESIDENCE LOT
C) FABRIC SPECIFICATIONS:
LIGHT DUTY ROAD= MIRAFI 100X OR APPROVED EQUIVALENT
HEAVY DUTY ROAD= MIRAFI 600X OR APPROVED EQUIVALENT
CS-5) SURFACE WATER:
ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCE SHALL BE PIPED BENEATH
THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES MAY BE CONSTRUCTED
CS-6) MAINTENANCE:
THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF
SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS
CONDITIONS DEMAND AND REPAIR AND/OR CLEANING OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT
SPILLED, DROPPED, WASHED OR DEPOSITED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY.
CS-7) WASHING:
WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHTS-OF-WAY.
WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA OF STABILIZED STONE AND WHICH DRAINS INTO AN
APPROVED SEDIMENT TRAPPING DEVICE.
CS-8) INSPECTION:
PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN
AGGREGATE:
6" THICK
(SEE NOTE)
10' MIN.
RADIUS
(TYP.)
LENGTH:
30'-50'
(SEE NOTES)
PU
B
L
I
C
R
O
A
D
W
A
Y
PROVIDE CONSTRUCTION ENTRANCE AS REQUIRED TO PREVENT TRACKING
ONTO HIGHWAY.
CONSTRUCTION ENTRANCE
REV #DATE ISSUED / REVISIONS
NOT FOR CONSTRUCTION
ONLY COPIES OF THIS DRAWING WITH A
BLUE SEAL SHALL BE CONSIDERED TRUE
AND VALID
ALTERATION OF THIS DOCUMENT EXCEPT
BY A LICENSED ENGINEER IS UNLAWFUL.
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PLOTTED / REVISED:
DRAWING:
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JARRETT En gineers, PLLC
Civil & Environmental Engineering
ENVIRONMENTAL CONTROLS EC1
ZEMANEK LOT LINE ADJUSTMENT
PAUL ZEMANEK
ELM DRIVE, GLEN LAKE
QUEENSBURY, NEW YORK
JANUARY 2024 PRO # 22003 SHEET: 9 OF 9
BASESHEET: 22 x 34 01/30/24 1:30 PM
ROBERT U. HOLMES
P.E. # 082026
202401/30/2024 A SUBMITTED TO THE TOWN OF QUEENSBURY FOR PERMITTING
"DOCUMENTS PROVIDED IN SUPPORT OF THIS DESIGN MAY BE USED ONLY FOR THE USE SPECIFIED IN THE "ISSUE/REVISION" BLOCK ABOVE. THEY MAY NOT BE USED FOR ANY OTHER
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RU HOLMES Engineers, PLLC
Civil & Environmental Engineering
12 EAST WASHINGTON STREET GLENS FALLS, NY
PHONE 518-792-2907