HomeMy WebLinkAboutAgenda 05_SP-24-17 CU-24-06_1877 Williston Rd_Munson
180 Market Street, South Burlington, Vermont 05403 | 802-846-4106 | www.southburlingtonvt.gov
TO: South Burlington Development Review Board
FROM: Marty Gillies, Development Review Planner
SUBJECT: #SP-24-17 & #CU-24-06, 1877 Williston Road
DATE: June 18th, 2024 Development Review Board meeting
This application is a combined Site Plan and Conditional Use application to construct a 1.02-acre
paved parking lot on the subject property and change the use of that property from ‘outdoor
storage yard’ to ‘commercial parking facility’. This application is relatively straight-forward as far
as the LDR sections governing Site Plan and Conditional Use standards are concerned – for that
reason, Staff felt that it was appropriate to format the Staff Report for this project as a draft
Findings of Fact & Decision.
However, in the latter stages of review, it became evident that the applicant still has work to do to
fully demonstrate that they have met the City’s Environmental Protection Standards. The applicant
and ANR were able to work together to provide the documentation necessary to meet the LDRs
that govern ‘jurisdictional determination and interpretation’ for the River Corridor Overlay prior to
publication of this packet, which is reflected in the associated draft Findings of Fact & Decision.
There are still outstanding issues with the Floodplain Overlay District, which Staff has attempted to
summarize in the draft FFD and has elaborated upon below.
To come into compliance with the standards of the Floodplain Overlay District, the applicant has
the following options:
- Relocate the proposed access drive and associated fill to be entirely outside of the revised
boundary of the Floodplain Overlay District Zone A.
- Keep the location of the proposed access drive but remove the associated fill – this will
require approval of a Floodplain Review Application that (A) includes the following
application components;
o A Floodplain Development Plan that depicts the proposed development, property
boundaries, all water bodies, all boundaries (Floodplain Overlay District boundaries
– all zones), the shortest horizontal distance from the proposed development to the
top of bank of any river, any existing and proposed drainage, any proposed fill, pre-
and post-development grades, and the elevation of the proposed lowest floor as
referenced to the same vertical datum as the elevation on the current Flood
Insurance Rate Maps.
o A completed Vermont Agency of Natural Resources Project Review Sheet. The
Project Review Sheet shall identify all State and Federal agencies from which
permit approval is required for the proposal, and shall be filed as a required
attachment to the municipal permit application. The identified permits, or letters
indicating that such permits are not required, shall be submitted to the
Administrative Officer and attached to the permit before work can begin.
180 Market Street, South Burlington, Vermont 05403 | 802-846-4106 | www.southburlingtonvt.gov
and (B) complies with the following standards:
o All development shall be reasonably safe from flooding, as determined by
compliance with the specific standards of this subsection.
o All development shall be designed (I) to minimize flood damage to the proposed
development and to public facilities and utilities, and (II) to provide adequate
drainage to reduce exposure to flood hazards.
o All development shall be (I) designed (or modified) and adequately anchored to
prevent flotation, collapse, or lateral movement of the structure during the
occurrence of the base flood, (II) be constructed with materials resistant to flood
damage, (III) be constructed by methods and practices that minimize flood damage,
and (IV) be constructed with electrical, heating, ventilation, plumbing, and air
conditioning equipment and other service facilities that are designed and/or located
so as to prevent water from entering or accumulating within the components
during conditions of flooding.
Respectfully submitted,
Marty Gillies
Development Review Planner
1
CITY OF SOUTH BURLINGTON
DEPARTMENT OF PLANNING AND ZONING
SBRC PROPERTIES, LLC – 1877 WILLISTON ROAD
SITE PLAN APPLICATION #SP-24-17 & CONDITIONAL USE APPLICATION #CU-24-06
FINDINGS OF FACT AND DECISION
Site Plan application #SP-24-17 and Conditional Use application #CU-24-06 of SBRC Properties,
LLC to amend a previously approved plan for an outdoor storage yard. The amendment consists
of constructing a 1.02 acre paved parking lot and changing the use to commercial parking facility,
1877 Williston Road
The Development Review Board held a public hearing on June 18, 2024. Tim McKenzie
represented the applicant.
Based on testimony provided at the above-mentioned public hearing and the plans and supporting
materials contained in the document file for this application, the Development Review Board finds,
concludes, and decides the following:
FINDINGS OF FACT
1. The applicant is seeking to amend a previously approved plan for an outdoor storage yard. The
amendment consists of constructing a 1.02 acre parking lot and changing the use to
commercial parking facility, 1877 Williston Road.
2. The owner of record of the subject property is SBRC Properties, LLC
3. The subject property is located in the Mixed Industrial & Commercial (IC) Zoning District,
Transit Overlay District, Wetland Advisory Overlay District, River Corridor Overlay District and
the Floodplain Overlay District (100 Year Floodplain).
4. The application was received on April 15, 2024.
5. The plans submitted consist of:
Sheet No. & Title Prepared by Last Revised Date
C1-01 Existing Conditions TCE 03/21/2024
C2-01 Site Plan TCE 03/26/2024
C4-01 Stormwater Existing Conditions TCE 03/26/2024
C4-02 Stormwater Proposed Conditions TCE 03/26/2024
C4-03 Annotated Maintenance Plan TCE 03/26/2024
C5-01 EPSC Plan TCE 03/26/2024
C8-01 Site Details TCE 03/26/2024
C8-02 Stormwater Details TCE 01/04/2022
C8-03 Stormwater Notes TCE 03/26/2024
C8-04 Low Risk Handbook Sheet 1 TCE 01/04/2022
C8-05 Low Risk Handbook Sheet 2 TCE 01/04/2022
6. The applicant is proposing to utilize the subject lot as a ‘commercial or public parking facility’
by renting the space out for RV storage. Table C-1 of the LDRs identifies ‘commercial or public
parking facility’ as a conditional use in the subject zoning district.
7. The proposed amendment to the subject property to include a ‘commercial or public parking
facility’ necessitates that the project is subject to the review standards for both Site Plans and
Conditional Uses.
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ZONING DISTRICT & DIMENSIONAL REQUIREMENTS
TABLE C-1 USES APPLICABLE IN ALL ZONING DISTRICTS
The subject property is in the Mixed Industrial & Commercial Zoning District. This zoning district
permits ‘commercial or public parking facilities’ as a Conditional Use. The LDRs define a ‘commercial
or private parking facility’ as a “A parking area owned by a business establishment, membership
association or organization, place of worship, or similar use and made available by the owners or
occupants for the exclusive use of clients, customers, employees, members, owners, tenants,
lessees, or occupants of said business establishment, membership association or organization,
place of worship, or similar use. Such commercial or private parking may or may not exist on the
same lot as the principal use”. The Board finds that the proposed use of the subject property by
SBRC Properties, LLC, as an RV storage yard fits within this definition of a ‘commercial or private
parking facility’.
SITE PLAN REVIEW CRITERIA
Pursuant to Section 14.03.A(1)(b) & (c) of the South Burlington Land Development Regulations, the
proposed alteration to the approved site plan, which is also subject to conditional use approval, shall
require site plan approval and shall meet the following standards of Section 14.06:
14.06 General Review Standards
A. Relationship of Proposed Structures to the Site.
(1) The site shall be planned to accomplish a desirable transition from structure to site, from
structure to structure, and to provide for adequate planting, safe pedestrian movement, and
adequate parking areas. The DRB shall consider the following:
(a) Street Frontage. Maintain internally-consistent building setbacks and landscaping along the
street.
There are no proposed structures as part of this application. The Board finds that the proposed
project does not impact compliance with this standard.
(b) Building Placement, Orientation. Maintain or establish a consistent orientation to the street
and, where a prevalent pattern exists, shall continue the manner in which the site’s existing
building foundations relate to the site’s topography and grade.
The Board finds that the proposed project does not impact compliance with this standard.
(c) Transition Contrast in Scale. Minimize and mitigate abrupt contrasts in scale between
existing, planned or approved development, and proposed development.
The Board finds that the proposed project does not impact compliance with this standard.
(d) Pedestrian Orientation. Improve and enhance pedestrian connections and walkability within
the area proposed for development.
IC Zoning District Required Existing Proposed
Min. Lot Size 40,000 sf 2.94 acres No change
Max. Building Coverage 40 % 0% 0%
Max. Overall Coverage 70 % 0% 49%
Min. Front Setback 30 ft. n/a n/a
Min. Side Setback 10 ft. n/a n/a
Min. Rear Setback 30 ft. n/a n/a
Max Height, flat roof 35 ft. n/a n/a
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The proposed project constitutes a change in use from a contractors yard to an outdoor storage
facility. It is conceivable that the change will increase pedestrian use of the site. However, both
vehicular and pedestrian traffic is anticipated to be light. The Board finds no improvement to
pedestrian access to be necessary.
(e) Solar Gain. Orient their rooflines to maximize solar gain potential, to the extent possible
within the context of the overall standards of these regulations.
The Board finds that the proposed project does not impact compliance with this standard.
(2) Parking.
Though the applicant is proposing to stripe the pavement in a manner similar to a parking lot,
the use as an outdoor storage yard is considered separate and distinct from that of a parking lot
and therefore the Board finds the criteria pertaining to parking location and layout to be
irrelevant.
(3) Without restricting the permissible limits of the applicable zoning district, the height and scale
of each building shall be compatible with its site and existing or anticipated adjoining buildings.
There are no buildings proposed as part of this project and no existing buildings on site. The Board
finds that the proposed project does not impact compliance with this standard.
B. Relationship of Structures and Site to Adjoining Area.
(1) The Development Review Board shall encourage the use of a combination of common materials
and architectural characteristics (e.g., rhythm, color, texture, form or detailing), landscaping,
buffers, screens and visual interruptions to create attractive transitions between buildings of
different architectural styles.
There are no buildings proposed as part of this project and no existing buildings on site. The Board
finds that the proposed project does not impact compliance with this standard.
(2) Proposed structures shall be related harmoniously to themselves, the terrain and to existing
buildings and roads in the vicinity that have a visual relationship to the proposed structures.
There are no buildings proposed as part of this project and no existing buildings on site. The Board
finds that the proposed project does not impact compliance with this standard.
C. Site Amenity Requirement.
(1) Sites are required to include a specific minimum area for appropriate Site Amenities. This
section does not apply to projects within the City Center FBC District (which are governed by
Section 8.08).
(2) Applicability. Applications for the following shall be required to provide Site Amenities:
(a) Any non-residential development over 5,000 SF.
(b) Additions or expansions exceeding 5,000 SF for existing non-residential structures.
(c) Any residential development, including conversion of non-residential structures to
residential use.
This project does not meet any of these three criteria; as such, there is no Site Amenity
requirement associated with this project.
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14.07 Specific Review Standards
In all Zoning Districts and the City Center Form Based Codes District, the following standards shall
apply:
A. Environmental Protection Standards
All proposed development shall be subject to the applicable requirements of Article 12,
Environmental Protection Standards.
Portions of the subject property in proximity to Potash Brook are within the River Corridor Overlay
District and the Floodplain Overlay District (100 Year Floodplain). Potash Brook is daylighted for
approximately 150 linear feet on the subject property, before being piped under portions of the
adjacent and subject properties. The River Corridor Overlay District corresponds with the course of
Potash Brook, regardless of whether it is underground. The Floodplain Overlay District also largely
corresponds with the course of Potash Brook. Further discussion of the applicable standards can be
found under 12.07 & 12.08 below.
B. Site Design Features.
All proposed development shall comply with standards for the placement of buildings, parking and
loading areas, landscaping and screening, open space, stormwater, lighting, and other applicable
standards related to site design pursuant to these Land Development Regulations.
No changes to landscaping and screening, open space, or lighting are proposed. The comments of
the stormwater section are provided below under Section 13.05.
C. Access and Circulation.
All proposed development shall comply with site access and circulation standards of Section
15.A.14.
Relevant standards of 15.A.14 include those pertaining to safe pedestrian access. While there will
likely be a small increase in pedestrian use of the site compared to the previously approved use, the
Board finds no improvements to be necessary given the scale of the project.
D. [Reserved for Transportation Demand Management (TDM)]
E. Building Form.
Development within the City Center Form Based Code District, the Urban Design Overlay District,
and other districts with supplemental building form standards shall adhere to the standards
contained therein.
No building form standards are applicable to the proposed project.
F. Streetscape Improvements.
A proposed new construction or extension/expansion of an existing structure exceeding the
thresholds listed in either (a) Section 14.09(B) or (b) Section 8.11(D) within the City Center Form
Based Code, or Section 3.11(D) in all other zoning districts, shall be required to upgrade adjacent
sidewalks, greenbelts, and related street furniture (trees, benches, etc.) to the standards contained
within the applicable Street Type and Building Envelope Standard. Nothing in this subsection shall
be construed to limit requirements for additional upgrades as necessary to meet the requirements
of these Regulations.
No structures are proposed to be impacted as part of this project. Therefore the Board finds that this
criterion to be not applicable.
G. Access to Abutting Properties.
The reservation of land may be required on any lot for provision of access to abutting properties
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whenever such access is deemed necessary to reduce curb cuts onto an arterial or collector street,
to provide additional access for emergency or other purposes, or to improve general access and
circulation in the area.
No modifications to existing access between properties are proposed.
H. Utility Services.
Electric, telephone and other wire-served utility lines and service connections shall be underground
insofar as feasible and subject to state public utilities regulations. Any utility installations
remaining above ground shall be located so as to have a harmonious relation to neighboring
properties and to the site. Standards of Section 15.A.18, Infrastructure, Utilities, and Services, shall
also be met.
No impacts to wire-served utilities are proposed.
I. Disposal of Wastes.
All dumpsters and other facilities to handle solid waste, including compliance with any recycling,
composting, or other requirements, shall be accessible, secure and properly screened with opaque
fencing to ensure that trash and debris do not escape the enclosure(s). Small receptacles intended
for use by households or the public (i.e., non-dumpster, non-large drum) shall not be required to be
fenced or screened.
The Board finds that the applicant must clarify whether any dumpsters are proposed at this site.
Assuming no dumpsters are proposed, the Board finds that this criterion is not applicable.
ENVIRONMENTAL PROTECTION STANDARDS
12.01 General Protection Standards
12.06 Wetland Protection Standards
A portion of the subject property is classified as a Class II wetland. That portion of the property is
not proposed to be impacted by this project.
12.07 River Corridor Overlay District
A. Purpose.
B. Authority.
C. Comprehensive Plan.
D. Warning of Disclaimer of Liability.
E. Precedence of Bylaw.
F. District General Provisions.
(1) Establishment of RCO District.
(2) RCO District Boundaries. The boundaries of the RCO District are as follows:
(a) All River Corridors as published by the Vermont Agency of Natural Resources (including
the Statewide River Corridors and refinements to that data based on field-based
assessments which are hereby adopted by reference).
The Vermont ANR map classifies both the daylighted and underground sections of Potash
Brook in this section as ‘small stream’, with an associated 50-foot setback. However, because
City standards are stricter than State standards in this instance (as described below), City
standards prevail.
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(b) All land within one hundred (100) feet horizontal of the top of bank or top of slope,
whichever is applicable given the stream’s fluvial geomorphology, along the reaches of the
main stem of Potash Brook where a mapped River Corridor has not been developed by the
Vermont Agency of Natural Resources.
All land within 100 feet of the mapped course of Potash Brook is classified as a River Corridor,
and is mapped as such on the South Burlington City Map Viewer. This includes a 100-foot
distance from both the edge of the daylighted portions of Potash Brook, and a 100-foot
distance from the edge of the pipe through which the underground section of Potash Brook
travels.
(c) All land within fifty (50) feet horizontal distance from the top of bank or top of slope,
whichever is applicable given the stream’s fluvial geomorphology, of all other perennial
rivers and streams.
(d) All land within ten (10) feet horizontal distance from the top of the bank or top of slope
of a natural intermittent stream, whichever is applicable given the stream’s fluvial
geomorphology.
(e) Requests to update a River Corridor map shall be in accordance with the procedure laid
out in the ANR Flood Hazard Area and River Corridor Protection Procedure.
(3) RCO District – Classification.
(4) Jurisdictional Determination and Interpretation. The information presented on any
maps, or contained in any studies, adopted by reference, is presumed accurate. If
uncertainty exists with respect to the boundaries of the RCO the location of the boundary
on the property shall be determined by the Administrative Officer (AO). If the applicant
disagrees with the determination made by the AO or the river corridor as mapped, the
applicant has the option to either:
The applicant disagreed with the River Corridor as mapped as it pertains to the underground
section of Potash Brook and engaged in the process described under (b) below.
(a) Hire a licensed land surveyor or registered professional engineer to stake out the
RCO boundary on the property; or
(b) Request a letter of determination from ANR which shall constitute proof of the
location of the river corridor boundary. In support of a letter of determination
request, applicants must provide ANR a description of the physical characteristics
that bring the river corridor delineation into question (e.g. the presence of bedrock
or other features that may confine lateral river channel adjustment. When ANR
receives a request for a letter of determination, ANR evaluates the site and existing
data to see if a change to the river corridor delineation is justified, necessitating a
river corridor map update. An ANR letter of determination will either confirm the
existing river corridor delineation or will result in an update to the river corridor
delineation for the area in question. If a map update is justified, an updated map will
be provided with the letter of determination.
The applicant received an email from ANR stating that “it appears the Potash Brook
is relatively unaffected by the proposal”. The email from ANR stops short of making
a determination that the South Burlington mapped river corridor is non-
jurisdictional. However, subsequent correspondence between ANR & City Staff
clarified that ANR considers that the culverted section of Potash Brook on and
adjacent to the subject property is not subject to the River Corridor standards of the
South Burlington LDRs.
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G. Prohibited, Exempted, and Permitted Development in River Corridors.
(1) Prohibited Development in the RCO District. The following types of development are
prohibited in the RCO District:
(a) All development, including new structures, structure additions, fill, accessory
dwelling units, and any other development that is not expressly listed as at least
one of the Exempted Activities or Permitted Development as described below;
(b) Creation of new lawn or landscaped areas; and
(c) Snow storage areas.
The applicant is proposing snow storage areas within both the original boundaries
of the River Corridor Overlay District and the potential updated boundaries of the
River Corridor Overlay District. The Board finds that the applicant must amend the
plans to relocate the snow storage areas to a location that complies with the
standards of Section 12.07.G(1)(c).
12.08 Floodplain Overlay District
The applicant is presently proposing Floodplain Overlay District impacts. The proposed impacts and
the various mitigation strategies are described in greater detail throughout this section.
A. Purpose.
B. Authority.
C. [Reserved]
D. Administration.
The most recently published FIRM showed the majority of the property within the Floodplain Overlay
District Zone A. The applicant has obtained a LOMA on May 23, 2023 from FEMA (case number 23-
01-0339A) which results in the property now being only partially covered by Floodplain Overlay
District Zone A. This process is explained in further detail below.
(1) Floodplain Review. All development in the City of South Burlington located within the
Floodplain Overlay District shall be subject to Floodplain Review. The Floodplain Overlay
District overlays other existing zoning districts. All other requirements of the underlying
district shall apply in addition to the provisions herein, unless otherwise indicated. The
Floodplain Overlay District is composed of two areas:
(a) Floodplain Overlay District Zones A, AE, and A1-30. The boundaries of these
Zones include those areas of special flood hazard designated in and on the most
current flood insurance studies and maps published by the Department of Homeland
Security, Federal Emergency Management Agency, National Flood Insurance
Program and mapped as Zones A, AE, or A1-30.
Prior to the issuance of the LOMA by FEMA, almost the entirety of the subject
property was located within Floodplain Overlay District Zone A.
(b) Floodplain Overlay District Zones 0.2% B1 and B2. The boundaries of these Zones
include those areas of special flood hazard designated in and on the most current
flood insurance studies and maps published by the Department of Homeland
Security, Federal Emergency Management Agency, National Flood Insurance
Program, and as depicted on the Natural Resources Map as Zone 0.2% B1 and Zone
0.2% B2. Floodplain Overlay District Zone 0.2% B1 is composed of areas of the 500-
year floodplain that are already substantially developed and where additional
opportunities for infill development is appropriate. Floodplain Overlay District Zone
0.2% B2 is composed of areas of the 500-year floodplain that are not developed and
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where future development is not appropriate.
(2) Interpretation. The information presented on any maps, or contained in any studies,
adopted by reference, is presumed accurate. However, if uncertainty exists regarding the
Floodplain Overlay District boundary, the following procedure shall be followed:
The applicant disagreed with the Floodplain Overlay District Zone A as mapped on the
subject property and engaged in the process described under (a) below.
(a) If uncertainty exists with respect to the boundaries of the Floodplain Overlay
District Zones A, AE, and A1-30 the location of the boundary shall be determined by
the Administrative Officer. If the applicant disagrees with the determination made
by the Administrative Officer, a Letter of Map Amendment from FEMA shall
constitute proof that the property is not located within the Special Flood Hazard
Area.
The applicant obtained a LOMA from FEMA on May 23, 2023, that identifies the
revised boundaries of the Floodplain Overlay District Zone A. Those revised
boundaries are reflected on the Site Plan and other maps submitted by the applicant
as part of this application.
(b) If uncertainty exists with respect to the boundaries of the Floodplain Overlay
District Zones 0.2% B1 and B2 the location of the boundary shall be determined by
the Administrative Officer. If the applicant disagrees with the determination made
by the Administrative Officer, the applicant may appeal the determination in
accordance with Article 17.
(3) Base Flood Elevations and Floodway Limits.
The LOMA does not provide a base flood elevation determination. Therefore determination
of the base flood elevation at the site is the responsibility of the applicant.
(4) Warning of Disclaimer of Liability.
(5) Precedence of Bylaw.
(6) Exempted Development.
E. Floodplain Review Application Requirements.
The applicant has not submitted a Floodplain Review Application, ostensibly because the applicant
is not intending to develop within the Floodplain. However, the submitted application materials
include a Site Plan that proposes development within the revised boundaries of the Floodplain
Overlay District Zone A. Specifically, the submitted Site Plan shows the proposed northeastern
corner of the access drive, and proposed fill associated with that proposed access drive as being
within the revised Floodplain Overlay District Zone A boundary.
F. Floodplain Review – Development Review Process
All applications for development in the Floodplain Overlay District shall be reviewed according to
the following procedures:
(1) Referrals.
(a) NFIP Coordinator. Upon receipt of a complete Floodplain Review application for a
substantial improvement or new construction the Administrative Officer shall forward a
copy of the application and supporting information to the State National Flood Insurance
Program Coordinator at the Vermont Agency of Natural Resources, in accordance with 24
V.S.A. 4424. A permit may be issued only following receipt of comments from the Agency,
or the expiration of 30 days from the date the application was mailed to the Agency,
whichever is sooner. The Administrative Officer, and/or Development Review Board shall
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consider all comments from ANR.
Review by the NFIP Coordinator is required for the proposed floodplain impacts. In addition,
the standards of 12.08.G apply, as discussed below.
(2) Review Process
The proposed impacts are not eligible for administrative review, therefore they must be
reviewed by the Development Review Board.
G. Floodplain Review Standards.
(1) Prohibited Development
(f) New fill except as necessary to elevate structures above the base flood elevation.
Because the proposal involves fill for the purpose of constructing a driveway and not for the
purpose of constructing a structure, it is prohibited, and the Board cannot approve the
floodplain impacts.
(3) Development in the Floodplain Overlay District [excerpt (a) through (c)]
If the applicant were able to design the driveway so that no fill in the Floodplain Overlay District
were proposed, the applicant would be allowed to pave; the paving would just be subject to
12.08.G(3)(a) through (c) and would require review by NFIP coordinator. To avoid Floodplain
Review entirely, the applicant can relocate the driveway so that the driveway and the associated
fill are both outside of the floodplain.
The Board finds that the applicant must revise the Site Plan to alter the location of the proposed
access drive so that the entirety of that drive is removed from within the revised boundary of the
Floodplain Overlay District Zone A as a condition of approval.
Alternatively, the applicant may apply for approval for the proposed floodplain impacts. This
process involves the following (paraphrased) steps.
• Determination of base flood elevation
• Revision of design to remove fill from floodplain
• Preparation of an ANR Project Review Sheet & obtaining necessary ANR permits
• Demonstration of compliance with standards for Development in the Floodplain Overlay
District (12.08(G)(3)(a) through (p), including demonstration of adequate construction
methods and no rise demonstration
CONDITIONAL USE CRITERIA
Pursuant to Section 14.10.C of the South Burlington Land Development Regulations, the proposed
creation of a conditional use must be reviewed under the conditional use review criteria and shall
meet the following standards of Section 14.10.E:
14.10.E General Review Standards. The Development Review Board shall review the proposed
conditional use for compliance with all applicable standards as contained in these regulations. The
proposed conditional use shall not result in an undue adverse effect on any of the following:
(1) The capacity of existing or planned community facilities.
Traffic impacts are discussed under standard (3) below. The Board finds the proposed use will not
have any other potential impact on any other community facilities.
(2) The character of the area affected, as defined by the purpose or purposes of the zoning district
within which the project is located, and specifically stated policies and standards of the municipal
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plan.
The Board finds that conversion of the subject property from an outdoor storage yard to a
commercial or public parking facility will not negatively impact the character of this property. The
Board finds this criterion met.
(3) Traffic on roads and highways in the vicinity.
The applicant testified that there will be no regular access to this property, and that no one will work
at this property – as such, there are no projected increases in trip generation. The Board finds this
criterion met.
(4) Bylaws and ordinances then in effect.
This project will not impact any other bylaws or ordinances in effect.
(5) Utilization of renewable energy resources.
This project will not affect renewable energy resources.
OTHER APPLICABLE CRITERIA
13.04.B(7) Snow Storage
As noted under 12.07 & 12.08 above, no snow storage areas can be located within the River Corridor
Overlay. The applicant is proposing to locate snow storage areas within this boundary.
The Board finds that the applicant must revise the proposed plans to relocate the snow storage areas
to a location that complies with the standards of Section 12.07.G(1)(c).
13.05 Stormwater Management
The South Burlington Stormwater Superintendent reviewed these plans on May 8, 2024 and offered
the following comments:
1. This project is located in the stormwater impaired Potash Brook watershed.
2. Sheet C8-02, Gravel Wetland Basin Section: The 6” perforated subdrain is called out as
“wrapped in filter fabric”. Staff recommends applicant not include filter fabric around any
subdrains to minimize clogging and prolong the useful life of the gravel wetlands.
3. Sheet C8-02, Gravel Wetland Basin Section; HydroCAD Report:
a. The HydroCAD Report indicates the presence of a 10-year orifice at an elevation of
300.90’ in the outlet structure of Gravel Wetland 1 and Gravel Wetland 2. Please add
said orifice to the outlet structure detail on Sheet C8-02.
b. The HydroCAD Report indicates the CPv orifice at an elevation of 300.2’ for Gravel
Wetland 1 and 300.4’ for Gravel Wetland 2. Please specify the appropriate CPv orifice
elevations for each Gravel Wetland outlet structure in the plan set.
c. The HydroCAD Report indicates that the 10-year orifice for Gravel Wetland 1 is 12”
wide by 2” high, while the 10-year orifice for Gravel Wetland 2 is 6” wide by 2” high.
Please specify the appropriate 10-year orifice dimensions for each Gravel Wetland
outlet structure in the plan set.
4. Staff notes the existing drainage easement for the benefit of the City of South Burlington
that falls within the project area. Repair or replacement of any new aboveground features
(security fence, a corner of the entrance drive) that fall within the easement will be the
responsibility of the applicant/landowner should repair of the existing culvert be necessary.
The Board finds that the applicant must comply with all comments of the City Stormwater
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Superintendent as a condition of approval.
13.03 Bicycle Parking & Storage
Table 13-3 identifies bike parking requirements for various uses. The table does not specifically
identify a minimum required amount of short-term or long-term bicycle parking for uses that do not
include any buildings or structures. As such, the Board finds that no short-term or long-term bicycle
parking requirements are applicable to this project, and finds this criterion to be inapplicable.
13.07 Exterior Lighting
The applicant has testified that no new or revised exterior light fixtures are proposed as part of this
application.
13.11 Fences
The Board finds that the applicant must provide details for the proposed fencing that demonstrate
that all portions of the fence comply with all standards of Section 13.11 as a condition of approval.
DECISION
Motion by xxxxxxxx, seconded by xxxxxxxx, to approve site plan application #SP-24-17 and
conditional use application #CU-24-06 of SBRC, LLC, subject to the following conditions:
1. All previous approvals and stipulations shall remain in full effect except as amended
herein.
2. This project shall be completed as shown on the plan submitted by the applicant and on
file in the South Burlington Department of Planning and Zoning as conditioned herein.
3. Prior to issuance of a Zoning Permit, the plans must be revised to show the changes below
and shall require approval of the Administrative Officer.
a. Relocate the snow storage areas to a location that complies with the standards of
Section 12.07.G(1)(c).
b. Demonstrate compliance with all comments of the Stormwater Superintendent.
c. Alter the location of the proposed access drive so that the entirety of that driveway
and the associated fill is removed from within the revised boundary of the
Floodplain Overlay District Zone A, or apply for approval of the proposed floodplain
impacts.
d. Provide details for the proposed fencing that demonstrate that all portions of the
fence comply with all standards of Section 13.11.
4. A digital PDF version of the full set of approved final plans as amended must be delivered
to the Administrative Officer prior to issuance of a Zoning Permit.
5. The zoning permit must be obtained within six (6) months of this decision with the option
for requesting a one (1) year extension as allowed in LDR 17.04.
6. The applicant must regularly maintain all stormwater treatment and conveyance
infrastructure.
7. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines,
services, and service modifications must be underground.
SP-24-17 & CU-24-06
12
8. The proposed project must adhere to standards for erosion control as set forth in Section
16.03 and the grading standards set forth in Section 16.04 of the South Burlington Land
Development Regulations.
9. The applicant shall obtain a Certificate of Occupancy from the Administrative Officer upon
completion of the modifications approved herein and prior to occupancy and/or use of the
approved modifications.
10. Any change to the site plan shall require approval by the South Burlington Development
Review Board or the Administrative Officer as allowed by the Land Development
Regulations.
John Moscatelli Yea Nay Abstain Not Present
Mark Behr Yea Nay Abstain Not Present
Frank Kochman Yea Nay Abstain Not Present
Quin Mann Yea Nay Abstain Not Present
Dawn Philibert Yea Nay Abstain Not Present
Stephanie Wyman Yea Nay Abstain Not Present
Charles Johnston Yea Nay Abstain Not Present
Motion carried by a vote of x – x – x.
Signed this ____ day of June, 2024, by
_____________________________________
Dawn Philibert, Chair
Please note: An appeal of this decision may be taken by filing, within 30 days of the date of this
decision, a notice of appeal and the required fee by certified mail to the Superior Court,
Environmental Division. See V.R.E.C.P. 5(b). A copy of the notice of appeal must also be mailed to
the City of South Burlington Planning and Zoning Department at 180 Market Street, South
Burlington, VT 05403. See V.R.E.C.P. 5(b) (4)(A). Please contact the Environmental Division at 802-
828-1660 or http://vermontjudiciary.org/GTC/environmental/default.aspx for more information on
filing requirements, deadlines, fees and mailing address.
The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state
permits for this project. Call 802.477.2241 to speak with the regional Permit Specialist.
January 19, 2024
Marla Keene, P.E.
Development Review Planner
Department of Planning & Zoning
City of South Burlington
575 Dorset Street
South Burlington, VT 05403
RE: Site Plan Application for 1877 Williston Road, South Burlington, VT
TCE Project #: 21-229
Dear Marla,
Trudell Consulting Engineers (TCE) is submitting this Site Plan Application on behalf of the
Applicant, SBRC Properties, LLC, for a proposed change in use for 1877 Williston Road,
herby referred to as the “project”. The project proposes a change in use from outside
storage yard to outdoor vehicle storage and proposes to convert the existing dirt lot to
a formal paved parking area. For the purpose of this application vehicle storage
includes any type of motor vehicle including passenger vehicles, recreational vehicles,
and boats.
The project property is an existing 2.07 ac property located at 1877 Williston Road. The
project property does not have frontage along any public roads. Access to the lot is
provided via a 30’ right of way along the southeastern property boundary to Builders
Boulevard which intersects with Williston Road. The project is within the Mixed Industrial-
Commercial District (IC) and portions of the property are within the Floodplain Overlay
District as well as the River Corridor Overlay District. Per Table C-1, private providers of
public services, including vehicle storage and maintenance is a permitted use within
the I District.
The project property is generally flat, sloping from the south to the north at an
approximately 3-6% slope. Potash Brook enters a culvert at the southernmost property
corner and is culverted across the property, daylighting along the northern property
boundary and flowing west. TCE performed a wetland delineation which was
confirmed by State Wetland Ecologist, Tina Heath on 11/10/2021. As shown on the
attached plans, Class II wetland exist within the northwest corner of the property. No
impacts to wetlands or wetland buffers are proposed.
The project property is within the FEMA Floodplain Hazard Area Zone A which has no
established Base Flood Elevation (BFE) as this zone is determined using approximate
methodologies. At the start of the project the FEMA Zone A was mapped over a
majority of the project property. TCE sought a Letter of Map Amendment (LOMA)
through FEMA to establish a BFE for the 100-yr floodplain and remove a portion of the
property from the Zone A. The BFE was established at elevation 300.8 feet and the
revised Zone A boundary is depicted on the attached plans. The LOMA is also attached
for your review. With the revised elevation and boundary, no impacts are proposed
within the FEMA Zone A or subsequently the Floodplain Overlay District.
The River Corridor Overlay (RCO) District includes areas 100 feet from the top of bank or
top of slope for the main stem of Potash Brook in sections of the stream which are not
mapped as River Corridor by ANR. No river corridors are mapped within the project
property by ANR, therefore, the RCO district boundary has been shows as 100’ from the
top of bank of Potash Brook. As a portion of Potash Brook is culverted beneath the
project parcel and does not have a top of bank or top of slope in this location, the
RCO is depicted as a 100’ setback from the edge of the culvert. Due to the presence of
the culvert, an existing structure which will be maintained, improvements are proposed
within the RCO in the shadow of the culverted section of Potash Brook.
TCE sent preliminary design plans to the City’s National Flood Insurance Program
Coordinator, Kyle Medash, for comments on the proposed project. Comments from the
NFIP Coordinator can be reviewed in the attached email correspondence, however,
were summarized as follows,
“It appears the Potash Brook is relatively unaffected by the proposal, the project
avoids the hazard areas, the stormwater is directed toward an existing collection
system (no outfalls to PB), opportunities for channel migration are low given the
highly developed/managed surrounding areas, and the site generally remains in
a similar condition/land use as it does today.”
With the proposed improvement from a dirt storage lot to paved parking, the project
proposes 1.03 ac of new impervious and will require an operational stormwater permit
from the state as well as compliance with City stormwater treatment standards. All site
impervious is proposed to be treated in two gravel wetlands along the northern
pavement edge. Pre-treatment is provided via Rain Guardian Turret catch basins. The
proposed treatment system provides water quality treatment, channel protection
detention and reduces the peak discharge rate below the pre-existing rate for all rain
events up to and including the 25-yr, 24-hr storm. A separate stormwater narrative,
modeling, and design details are included as attachments.
There will be no regular employees associated with the outdoor vehicle storage. The
property will be gated and access to the property will typically occur during normal
business hours. No change in traffic generation is expected from the proposed change
in use and there is no specific peak AM or PM trips associated with this use. No outdoor
lighting is proposed. Should you have any questions or concerns, please do not hesitate
to contact me directly at (802) 879-6331 or by email at andrea.poulos@tcevt.com.
Sincerely,
Andrea Poulos, P.E.
Environmental Engineer V
Trudell Consulting Engineers
478 Blair Park Road
Williston, VT 05495
D
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6
"
P
V
C
CB
RIM=299.96
iIN=297.56
15" CMP
15" CMP
RIM=304.57
iIN=299.82
iOUT=299.84
i=298.24
30
5
305
305
30
5
30
9
30
9
30
9
30
9
30
8
30
8
30
8
30
8
30
7
30
7
3
0
6
306
30
6
3
0
6
304
304
30
4
303
3
0
3
302
3
0
2
30
1
30
1
299
29
9
29
8
298
29
7
29
7
29
6
30
8
306
307
306
30
9
309
308 307
306
304 303 302
301
29
8
299
304 303 302 301
30
7
30
7
300
300
305
305
300
GATE
i=303.62
N/F
MACKENNA ALEXIS
HOLDINGS LLC.
N/F
KIMBALL PARTNERS LLC.
C/O NEVILLE COMPANIES
N/F
20 KIMBALL COMMONS LLC.
N/F
VERMONT FEDERAL CREDIT UNION
N/F
O'BRIEN BROTHERS LLC.
C/O O'BRIEN BROTHERS AGENCY
N/F
RSR REAL ESTATE LLC
N/F
CRESTA NEDDE 2 LLC.
D
6" PVC ORIGIN UNKNOWN
i=303.16
CULVERT
6' WIDE x 4.3' HIGH
iOUT=294.16
FENCE CONTINUES
NORTH WESTERLY
APPROXIMATELY 4' HIGH CHAIN LINK FENCE
31
6
3
1
7
31
5
3
1
4
29
9 297
298
30
0
31
3
31
2
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1
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0
30
9
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0
8
30
7
3
0
6
30
5
30
4
30
1
30
3
30
2
320
319
318
320
310
31
0
31
5
32
0
31
0
30
5
3
0
3
304
30
3
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2
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1
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4
31
3
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2
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1
30
630
9
30
8
30
7
3
1
3
3
1
2
3
1
1
3
1
0
3
0
9
31
5
31
4
319
318
317
316
31
9
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8
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7
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6
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3
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1
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0
31
5
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30
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0
306 305
308
307
309
302 30
1
304 303
3
0
0
2
9
9
2
9
8
29
7
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2
9
8
30
0
297
300
30
6
3
0
4
3
0
5
3
0
3
3
0
2
3
0
1
299
298
297
3
0
0
3
0
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299
298
297
30
0
29
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31
6
31
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31
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31
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30
0
301
GRAVEL AREA
CONCRETE
HEADWALL
CLASS II WETLAND
50' WETLAND BUFFER
EXEMPT WETLAND
(NEITHER CLASS II OR III)
FLOODPLAIN
OVERLAY DISTRICT
BOUNDARY
RIVER CORRIDOR
OVERLAY DISTRICT
BOUNDARY
(SHADING PROVIDED
TO DEPICT RIVER
CORRIDOR AROUND
OPEN WATER AREAS
WHERE DEVELOPMENT
IS PROHIBITED)
APPROXIMATE DRAINAGE EASEMENT
TO THE CITY OF SOUTH BURLINGTON
(Bk. 512 Pg. 522)
30' COMMON RIGHT-OF-WAY
EXISTING CATCH BASIN AND
DRAIN LINE TO BE REMOVED
EXISTING GATE TO BE REMOVED
10"
10"
10"
10" TRIPLE
10"
12"
12"
12"
12"
12"
14"
14"
16"/18" TWIN
16"
16"
16 "
18"
18"
22"
24"
26"
30"
6"
6"
6" TWIN
6"
6"
6"
6" (x4)
6"
6"
6" (x7)
6"
6"
6"
8" TWIN
8"
8"
8"
8"
8"
8"
8"
8"
8" TWIN
8"
8" TWIN
8"
8" (x4)
10"
12"
12"
14"
20"
6"
6"
8"
8"
6' WIDE x
4
.
3
'
H
I
G
H
C
U
L
V
E
R
T
N 34°23'52" E
123.85'
S
5
5
°
2
4
'
4
7
"
E
28
8
.
0
6
'
S 34°23'48" W
183.47'
S 34°23'48" W
56.00'
S 34°23'48" W
80.53'
N
5
5
°
3
6
'
1
2
"
W
15
0
.
0
0
'
N 34°23'48" E
100.00'
N
5
5
°
3
6
'
1
2
"
W
19
2
.
5
0
'
N 34°23'43" E
96.15'
S
5
6
°
4
1
'
2
8
"
E
54
.
3
5
'
30"
8"
10" (x2)
6" (x2)
6"
6"
6"
8" & 6"
6"6"
10" & 6"
10", 8",
6" (x2)
10",
8" (x2),
6" (x2)
8" & 6"
8" & 6"
8" & 6"
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42" PVC
iOUT=294.30
ORIGIN UNKNOWN
EDGE OF WATER
PO
T
A
S
H
B
R
O
O
K
RO
U
T
E
2
KENNEDY DRIVE
KI
M
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A
L
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.
AIRP
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T
DRIV
E
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
For Permitting Only
Revisions
Field Book:
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities.
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property.
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
No. 135032
CIVIL
A N D R E D.PO
U
L
O
S
ST A T E O F VER
M
O
N
T
P
R
O
F
E SSIONAL E N GI NEER
L ICEN S E D
A
0
Feet
Graphic Scale
20 40 60
1
5
°
±
VT G
r
i
d
Mag
n
e
t
i
c
Parcel ID: 1810-S1877
Existing Conditions
C1-01
09/08/2021
1" = 20'
21-229
DBM/RMP
AAD
361
Munson Parking Lot
1877 Williston Road
South Burlington, Vermont
EXISTING CONDITIONS NOTES:
1.THE PURPOSE OF THE EXISTING CONDITIONS PLAN IS TO DEPICT READILY APPARENT PERTINENT EXISTING CONDITIONS AS OF
09/08/2021.
2.BEARINGS SHOWN ARE BASED UPON VERMONT GRID NORTH USING VTVRS CORS STATION.
3.VERTICAL DATUM IS BASED ON NAVD88 (GEIOD 18). A TRIMBLE R8 RTK GPS UNIT WAS EMPLOYED FOR THESE OBSERVATIONS.
4.COORDINATE SYSTEM IS BASED ON VERMONT STATE PLANE (U.S. SURVEY FEET).
5.THE LOCATION OF EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS SHOWN ARE BASED ON RESEARCH, UTILITY PLANS
PROVIDED BY OTHERS, AND/OR SURFACE EVIDENCE ENCOUNTERED AND WERE OBTAINED IN A MANNER CONSISTENT WITH
THE ORDINARY STANDARD OF PROFESSIONAL CARE AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE
DESIGN ENGINEER. ADDITIONAL UTILITIES NOT SHOWN MAY EXIST. ENGINEER SHALL BE NOTIFIED IF ANY DISCREPANCIES ARE
ENCOUNTERED. ACTUAL LOCATION OF UNDERGROUND UTILITIES MAY VARY. DIGSAFE MUST BE CONTACTED PRIOR TO ANY
EXCAVATION. CALL 1-888-DIG SAFE (344-7233) OR CALL 811.
6.PERIMETER BOUNDARIES SHOWN HEREON FROM TAX MAP INFORMATION, LIMITED VISIBLE BOUNDARY EVIDENCE LOCATED IN
THE FIELD, AND PLANS OF RECORD. THIS PLAN DOES NOT DEPICT A FORMAL BOUNDARY SURVEY.
6.1. "PLAT OF SURVEY LANDS OF LEE ZACHARY #1891 WILLISTON ROAD SOUTH BURLINGTON VERMONT" BY A.W. HARRIS &
ASSOCIATES DATED 01/20/94 AND RECORDED IN THE CITY OF SOUTH BURLINGTON LAND RECORDS AS MAP SLIDE 362.
6.2."FINAL PLAN BUSINESS PARK NORTH SOUTH BURLINGTON VERMONT" BY CIVIL ENGINEERING ASSOCIATES, INC. DATED
AUGUST 1978 LAST REVISED 1/24/80 AND RECORDED IN THE CITY OF SOUTH BURLINGTON LAND RECORDS AS MAP SLIDE
127.
6.3."BOUNDARY PLAT AND PLAN OF COMMON INTEREST OWNERSHIP LAND OF CHARLES R. WOOD 1879 & 1881 WILLISTON
ROAD SOUTH BURLINGTON, VERMONT" BY DONALD M. HAMLIN CONSULTING ENGINEERS, INC. DATED 5/13/02 AND IS
PRELIMINARY & UNRECORDED. PROVIDED BY THE CLIENT.
PROJECT LOCATION 1 07/20/23 ADPOverlay District Revisions
LEGEND
STREAM
PROPERTY LINE (TAX)
FENCE
TREE LINE
CATCH BASIN (CB)
STORM DRAINAGE
PAVED DRIVE OR ROAD
TOPOGRAPHIC CONTOURS
OUTLET OR
END SECTION
ØØØØ
298
D
LEGEND NOTE:
SOME INFORMATION MAY BE PROVIDED BY OTHERS AND COULD
BE SHOWN WITH A DIFFERENT SYMBOL NOT SHOWN ON THIS
LEGEND. HOWEVER, THEY ARE LABELED ON RESPECTIVE PLANS. IN
SOME CASES A CHANGE IN SCALE OR PRINTER CAN ALTER
INFORMATION TO NOT SHOW AN EXACT MATCH ON THIS LEGEND.
IF ANY QUESTIONS EXIST CONTACT THE ENGINEER TO CLARIFY.
ADDITIONAL LEGEND INFORMATION IS SUPPLIED SEPARATELY ON
EROSION CONTROL PLANS AND SOME SURVEY PLATS.
ADJOINING PROPERTY LINE (TAX)
GRAVEL DRIVE OR ROAD
IRON PIPE
"T" STAKE
OVERALL PLAN
SCALE: 1" =150'
LIDAR CONTOURS 298
2 01/18/24 ADPEasement Revisions
3 03/21/24 JGETree Locations, Culvert, &
Easement Revisions
D
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15" CMP
15" CMP
RIM=304.57
iIN=299.82
iOUT=299.84
i=298.24
30
5
305
305
30
5
30
9
30
9
30
9
30
9
30
8
30
8
30
8
30
8
30
7
30
7
3
0
6
30
6
30
6
30
6
304
304
30
4
303
3
0
3
30
2
3
0
2
30
1
30
1
299
29
9
29
8
298
29
7
29
7
29
6
30
8
306
30
7
306
309
309
308 307
306
304 303 302
301
29
8
299
30
4 303 302 301
30
7
30
7
300
300
305
305
300
GATE
i=303.62
N/F
MACKENNA ALEXIS
HOLDINGS LLC.
N/F
KIMBALL PARTNERS LLC.
C/O NEVILLE COMPANIES
N/F
20 KIMBALL COMMONS LLC.
N/F
VERMONT FEDERAL CREDIT UNION
N/F
O'BRIEN BROTHERS LLC.
C/O O'BRIEN BROTHERS AGENCY
N/F
RSR REAL ESTATE LLC
N/F
CRESTA NEDDE 2 LLC.
D
FENCE CONTINUES
NORTH WESTERLY
APPROXIMATELY 4' HIGH CHAIN LINK FENCE
31
6
3
1
7
31
5
3
1
4
29
9 297
298
30
0
31
3
31
2
31
1
31
0
30
8
3
0
7
30
6
3
0
5
3
0
4
30
1
3
0
3
320
319
318
320
310
31
0
31
5
32
0
31
0
30
5
3
0
3
304
30
3
30
2
30
1
31
4
31
3
31
2
31
1
30
630
9
30
8
30
7
3
1
3
3
1
2
3
1
1
3
1
0
3
0
9
31
5
31
4
319
318
317
316
31
9
31
8
31
7
31
6
31
3
31
2
31
1
31
0
31
5
31
4
30
9
31
0
306 305
308
307
309
302 30
1
304 303
3
0
0
2
9
9
2
9
8
29
7
29
9
2
9
8
30
0
297
300
3
0
4
3
0
3
3
0
2
3
0
1
299
298
297
3
0
0
30
0
299
298
297
3
0
0
29
7
29
8
31
6
31
9
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8
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30
0
301CONCRETE
HEADWALL
CLASS II WETLAND
50' WETLAND BUFFER
EXEMPT WETLAND
(NEITHER CLASS II OR III)
FLOODPLAIN
OVERLAY DISTRICT
BOUNDARY
RIVER CORRIDOR
OVERLAY DISTRICT
BOUNDARY
(SHADING PROVIDED
TO DEPICT RIVER
CORRIDOR AROUND
OPEN WATER AREAS
WHERE DEVELOPMENT
IS PROHIBITED)
APPROXIMATE DRAINAGE EASEMENT
TO THE CITY OF SOUTH BURLINGTON
(Bk. 512 Pg. 522)
30' COMMON RIGHT-OF-WAY
EXISTING CATCH BASIN AND
DRAIN LINE TO BE REMOVED
EXISTING GATE TO BE REMOVED
10"
10"
10"
10" TRIPLE
10"
12"
12"
12"
12"
12"
14"
14"
16"/18" TWIN
16"
16"
16 "
18"
18"
22"
24"
26"
30"
6"
6"
6" TWIN
6"
6"
6"
6" (x4)
6"
6"
6" (x7)
6"
6"
6"
8" TWIN
8"
8"
8"
8"
8"
8"
8"
8"
8" TWIN
8"
8" TWIN
8"
8" (x4)
10"
12"
12"
14"
20"
6"
6"
8"
8"
N 34°23'52" E
123.85'
S
5
5
°
2
4
'
4
7
"
E
28
8
.
0
6
'
S 34°23'48" W
183.47'
S 34°23'48" W
56.00'
S 34°23'48" W
80.53'
N
5
5
°
3
6
'
1
2
"
W
15
0
.
0
0
'
N 34°23'48" E
100.00'
N
5
5
°
3
6
'
1
2
"
W
19
2
.
5
0
'
N 34°23'43" E
96.15'
S
5
6
°
4
1
'
2
8
"
E
54
.
3
5
'
30"
8"
10" (x2)
6" (x2)
6"
6"
6"
8" & 6"
6"6"
10" & 6"
10", 8",
6" (x2)
10",
8" (x2),
6" (x2)
8" & 6"
8" & 6"
8" & 6"
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
Ø
EDGE OF WATER
PO
T
A
S
H
B
R
O
O
K
30
'
S
E
T
B
A
C
K
(T
Y
P
)
PROPOSED LIMITS OF
TREE CLEARING
30
'
S
E
T
B
A
C
K
(T
Y
P
)
10' SETBACK
(TYP)
10' SETBACK
(TYP)
D D D D D D D D
50'
9'
12
'
40'
36
'
50'
18'
30
4
30
3
30
2
302303
3
0
4
3
0
3
30
5
3
0
5
30
5
21 12' x 50' SPACES24 12' x 40' SPACES
26 9' x 18'
SPACES
30
5
30
6
30
5
300
299
301
302
30
0
29
9
30
1
30
2
30
2
iOUT = 298.24
iIN = 303.0
PERFORATED RISER (TYP.)
RAIN TURRET 1
RIM = 302.3
iOUT = 301.3
RAIN TURRET 3
RIM = 302.4
iOUT = 301.4
OUTLET STRUCTURE 1
OUTLET STRUCTURE 2
STMH 1
RIM = 302.3
iIN (S) = 298.4
iIN (E & W) = 298.4
iOUT (N) = 298.3
PERFORATED SUBDRAIN (TYP.)
18" CMP 24" CMP
30
4
30
3
30
6
30
7
30
8
30
9
SNOW
STORAGE
SNOW
STORAGE
TYPE I RIPRAP (TYP.)
305.6
TC 303.5
BC 303.0
TC 302.8
BC 302.3
BITUMINOUS CURB
TC 303.0
BC 302.5
TC 303.8
BC 302.3
RAIN TURRET 2
RIM = 302.4
iOUT = 301.4
TC 303.2
BC 302.7
FENCE TO BE REMOVED AND REPLACED AS NECESSARY
POLE-MOUNTED
FULL CUT-OFF
LED SECURITY FIXTURE
(TYP)
CHAIN LINK
SECURITY FENCE
WITH GATE
4 AB
3 CCI
3 AB
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
For Permitting Only
Revisions
Field Book:
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities.
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property.
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
No. 135032
CIVIL
A N D R E D.PO
U
L
O
S
ST A T E O F VER
M
O
N
T
P
R
O
F
E SSIONAL E N GI NEER
L ICEN S E D
A
0
Feet
Graphic Scale
20 40 60
Site Plan
C2-01
10/21/2021
1" = 20'
21-229
SRK
AAD
361
Munson Parking Lot
1877 Williston Road
South Burlington, Vermont
1 03/26/24 ADPCity Site Plan
Parcel ID: 1810-S1877
PROJECT INFORMATION:
1.OWNER OF RECORD: SBRC PROPERTIES, LLC
85 SHUNPIKE RD
WILLISTON, VT 05495
2.TAX PARCEL ID: Parcel ID: 1810-S1877
3.PHYSICAL ADDRESS 1877 WILLISTON ROAD
OF PROPERTY:SOUTH BURLINGTON, VERMONT
05495
4.PARCEL SIZE: 2.07 ± ACRES
4.1.ZONING DISTRICT: MIXED INDUSTRIAL & COMMERCIAL
(IC)
5.OVERLAY DISTRICT(S):100-YR FLOOD PLAIN
RIVER CORRIDOR
6.SURFACE WATER
PROTECTION STANDARDS: 12.01 GENERAL SURFACE WATER
PROTECTION STANDARDS
12.02 WETLAND PROTECTION
STANDARDS
12.03 STORMWATER MANAGEMENT
STANDARDS
7.LOT SIZE:
MINIMUM REQUIRED: TABLE C-2, 40,000 SF/ 0.92 AC
PROPOSED: 2.94 AC (NO CHANGES TO
LOT SIZE ARE PROPOSED)
8.LOT COVERAGE REGULATION PROPOSED
MAXIMUM BUILDING COVERAGE 40% 0%
MAXIMUM IMPERVIOUS COVERAGE 70% 49%
9.SETBACK REQUIREMENTS:
FRONT:30 FT
SIDE : 10 FT
REAR:30 FT
11.MAXIMUM BUILDING HEIGHT:
FLAT ROOF:35 FT
PITCHED ROOF:40 FT
ACCESSORY STRUCTURE:15 FT
1
5
°
±
VT G
r
i
d
Mag
n
e
t
i
c
PARKING PROVIDED:
PARKING SPACE SIZE
9' x 18'26 SPACES
12' x 40'24 SPACES
12' x 50'21 SPACES
TOTAL 71 SPACES
TREE PLANTING SCHEDULE:
SYM QTY SCIENTIFIC NAME COMMON NAME INSTALL SIZE CONDITION
AB 7 Abies balsamea 'Phanerolepis'Caanan Fir 2.5" Cal B&B
CCI 3 Crataegus crus-gali 'inermis'Dwarf Hawthorn 2.5" Cal B&B
D
D
D
D
D
D
D
D
D
D
D D D D D D D D D D
D
Ø
Ø
Ø
Ø
Ø
Ø
Ø
Ø
Ø
Ø
Ø
Ø
Ø
Ø
Ø
Ø
15" CMP
15" CMP
RIM=304.57
iIN=299.82
iOUT=299.84
i=298.24
30
5
305
305
30
5
30
9
30
9
30
9
30
9
30
8
30
8
30
8
30
8
30
7
30
7
3
0
6
30
6
30
6
30
6
304
304
30
4
303
3
0
3
30
2
3
0
2
30
1
30
1
299
29
9
29
8
298
29
7
29
7
29
6
30
8
306
30
7
306
309
309
308 307
306
304 303 302
301
29
8
299
30
4 303 302 301
30
7
30
7
300
300
305
305
300
GATE
i=303.62
N/F
MACKENNA ALEXIS
HOLDINGS LLC.
N/F
KIMBALL PARTNERS LLC.
C/O NEVILLE COMPANIES
N/F
20 KIMBALL COMMONS LLC.
N/F
VERMONT FEDERAL CREDIT UNION
N/F
O'BRIEN BROTHERS LLC.
C/O O'BRIEN BROTHERS AGENCY
N/F
RSR REAL ESTATE LLC
N/F
CRESTA NEDDE 2 LLC.
D
FENCE CONTINUES
NORTH WESTERLY
APPROXIMATELY 4' HIGH CHAIN LINK FENCE
31
6
3
1
7
31
5
3
1
4
29
9 297
298
30
0
31
3
31
2
31
1
31
0
30
8
3
0
7
30
6
3
0
5
3
0
4
30
1
3
0
3
320
319
318
320
310
31
0
31
5
32
0
31
0
30
5
3
0
3
304
30
3
30
2
30
1
31
4
31
3
31
2
31
1
30
630
9
30
8
30
7
3
1
3
3
1
2
3
1
1
3
1
0
3
0
9
31
5
31
4
319
318
317
316
31
9
31
8
31
7
31
6
31
3
31
2
31
1
31
0
31
5
31
4
30
9
31
0
306 305
308
307
309
302 30
1
304 303
3
0
0
2
9
9
2
9
8
29
7
29
9
2
9
8
30
0
297
300
3
0
4
3
0
3
3
0
2
3
0
1
299
298
297
3
0
0
30
0
299
298
297
3
0
0
29
7
29
8
31
6
31
9
31
8
31
7
31
3
31
2
31
1
31
5
31
4
30
0
301CONCRETE
HEADWALL
CLASS II WETLAND
50' WETLAND BUFFER
EXEMPT WETLAND
(NEITHER CLASS II OR III)
FLOODPLAIN
OVERLAY DISTRICT
BOUNDARY
RIVER CORRIDOR
OVERLAY DISTRICT
BOUNDARY
(SHADING PROVIDED
TO DEPICT RIVER
CORRIDOR AROUND
OPEN WATER AREAS
WHERE DEVELOPMENT
IS PROHIBITED)
APPROXIMATE DRAINAGE EASEMENT
TO THE CITY OF SOUTH BURLINGTON
(Bk. 512 Pg. 522)
30' COMMON RIGHT-OF-WAY
EXISTING CATCH BASIN AND
DRAIN LINE TO BE REMOVED
EXISTING GATE TO BE REMOVED
10"
10"
10"
10" TRIPLE
10"
12"
12"
12"
12"
12"
14"
14"
16"/18" TWIN
16"
16"
16 "
18"
18"
22"
24"
26"
30"
6"
6"
6" TWIN
6"
6"
6"
6" (x4)
6"
6"
6" (x7)
6"
6"
6"
8" TWIN
8"
8"
8"
8"
8"
8"
8"
8"
8" TWIN
8"
8" TWIN
8"
8" (x4)
10"
12"
12"
14"
20"
6"
6"
8"
8"
N 34°23'52" E
123.85'
S
5
5
°
2
4
'
4
7
"
E
28
8
.
0
6
'
S 34°23'48" W
183.47'
S 34°23'48" W
56.00'
S 34°23'48" W
80.53'
N
5
5
°
3
6
'
1
2
"
W
15
0
.
0
0
'
N 34°23'48" E
100.00'
N
5
5
°
3
6
'
1
2
"
W
19
2
.
5
0
'
N 34°23'43" E
96.15'
S
5
6
°
4
1
'
2
8
"
E
54
.
3
5
'
30"
8"
10" (x2)
6" (x2)
6"
6"
6"
8" & 6"
6"6"
10" & 6"
10", 8",
6" (x2)
10",
8" (x2),
6" (x2)
8" & 6"
8" & 6"
8" & 6"
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
Ø
EDGE OF WATER
PO
T
A
S
H
B
R
O
O
K
L = 161', s = 0.03 FT/FT
DA 1
1.03 AC TOTAL
POLE-MOUNTED
FULL CUT-OFF
LED SECURITY FIXTURE
(TYP)
CHAIN LINK
SECURITY FENCE
WITH GATE
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
For Permitting Only
Revisions
Field Book:
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities.
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property.
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
No. 135032
CIVIL
A N D R E D.PO
U
L
O
S
ST A T E O F VER
M
O
N
T
P
R
O
F
E SSIONAL E N GI NEER
L ICEN S E D
A
0
Feet
Graphic Scale
20 40 60
Stormwater Existing
Conditions Plan
C4-01
1/18/24
1" = 20'
21-229
ADP
AAD
361
Munson Parking Lot
1877 Williston Road
South Burlington, Vermont
1 03/26/24 ADPCity Site Plan
Parcel ID: 1810-S1877
PROJECT INFORMATION:
1.OWNER OF RECORD: SBRC PROPERTIES, LLC
85 SHUNPIKE RD
WILLISTON, VT 05495
2.TAX PARCEL ID: Parcel ID: 1810-S1877
3.PHYSICAL ADDRESS 1877 WILLISTON ROAD
OF PROPERTY:SOUTH BURLINGTON, VERMONT
05495
4.PARCEL SIZE: 2.07 ± ACRES
5.EXISTING IMPERVIOUS 0.00 ACRES
1
5
°
±
VT G
r
i
d
Mag
n
e
t
i
c
D
D
D
D
D
D
D
D
D
D
D D D D D D D D D D
D
Ø
Ø
Ø
Ø
Ø
Ø
Ø
Ø
Ø
Ø
Ø
Ø
Ø
Ø
Ø
Ø
15" CMP
15" CMP
RIM=304.57
iIN=299.82
iOUT=299.84
i=298.24
30
5
305
305
30
5
30
9
30
9
30
9
30
9
30
8
30
8
30
8
30
8
30
7
30
7
3
0
6
30
6
30
6
30
6
304
304
30
4
303
3
0
3
30
2
3
0
2
30
1
30
1
299
29
9
29
8
298
29
7
29
7
29
6
30
8
306
30
7
306
309
309
308 307
306
304 303 302
301
29
8
299
30
4 303 302 301
30
7
30
7
300
300
305
305
300
GATE
i=303.62
N/F
MACKENNA ALEXIS
HOLDINGS LLC.
N/F
KIMBALL PARTNERS LLC.
C/O NEVILLE COMPANIES
N/F
20 KIMBALL COMMONS LLC.
N/F
VERMONT FEDERAL CREDIT UNION
N/F
O'BRIEN BROTHERS LLC.
C/O O'BRIEN BROTHERS AGENCY
N/F
RSR REAL ESTATE LLC
N/F
CRESTA NEDDE 2 LLC.
D
FENCE CONTINUES
NORTH WESTERLY
APPROXIMATELY 4' HIGH CHAIN LINK FENCE
31
6
3
1
7
31
5
3
1
4
29
9 297
298
30
0
31
3
31
2
31
1
31
0
30
8
3
0
7
30
6
3
0
5
3
0
4
30
1
3
0
3
320
319
318
320
310
31
0
31
5
32
0
31
0
30
5
3
0
3
304
30
3
30
2
30
1
31
4
31
3
31
2
31
1
30
630
9
30
8
30
7
3
1
3
3
1
2
3
1
1
3
1
0
3
0
9
31
5
31
4
319
318
317
316
31
9
31
8
31
7
31
6
31
3
31
2
31
1
31
0
31
5
31
4
30
9
31
0
306 305
308
307
309
302 30
1
304 303
3
0
0
2
9
9
2
9
8
29
7
29
9
2
9
8
30
0
297
300
3
0
4
3
0
3
3
0
2
3
0
1
299
298
297
3
0
0
30
0
299
298
297
3
0
0
29
7
29
8
31
6
31
9
31
8
31
7
31
3
31
2
31
1
31
5
31
4
30
0
301CONCRETE
HEADWALL
CLASS II WETLAND
50' WETLAND BUFFER
EXEMPT WETLAND
(NEITHER CLASS II OR III)
FLOODPLAIN
OVERLAY DISTRICT
BOUNDARY
RIVER CORRIDOR
OVERLAY DISTRICT
BOUNDARY
(SHADING PROVIDED
TO DEPICT RIVER
CORRIDOR AROUND
OPEN WATER AREAS
WHERE DEVELOPMENT
IS PROHIBITED)
APPROXIMATE DRAINAGE EASEMENT
TO THE CITY OF SOUTH BURLINGTON
(Bk. 512 Pg. 522)
30' COMMON RIGHT-OF-WAY
EXISTING CATCH BASIN AND
DRAIN LINE TO BE REMOVED
EXISTING GATE TO BE REMOVED
10"
10"
10"
10" TRIPLE
10"
12"
12"
12"
12"
12"
14"
14"
16"/18" TWIN
16"
16"
16 "
18"
18"
22"
24"
26"
30"
6"
6"
6" TWIN
6"
6"
6"
6" (x4)
6"
6"
6" (x7)
6"
6"
6"
8" TWIN
8"
8"
8"
8"
8"
8"
8"
8"
8" TWIN
8"
8" TWIN
8"
8" (x4)
10"
12"
12"
14"
20"
6"
6"
8"
8"
N 34°23'52" E
123.85'
S
5
5
°
2
4
'
4
7
"
E
28
8
.
0
6
'
S 34°23'48" W
183.47'
S 34°23'48" W
56.00'
S 34°23'48" W
80.53'
N
5
5
°
3
6
'
1
2
"
W
15
0
.
0
0
'
N 34°23'48" E
100.00'
N
5
5
°
3
6
'
1
2
"
W
19
2
.
5
0
'
N 34°23'43" E
96.15'
S
5
6
°
4
1
'
2
8
"
E
54
.
3
5
'
30"
8"
10" (x2)
6" (x2)
6"
6"
6"
8" & 6"
6"6"
10" & 6"
10", 8",
6" (x2)
10",
8" (x2),
6" (x2)
8" & 6"
8" & 6"
8" & 6"
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
Ø
EDGE OF WATER
PO
T
A
S
H
B
R
O
O
K
PROPOSED LIMITS OF
TREE CLEARING
D D D D D D D D
30
4
30
3
30
2
302303
3
0
4
3
0
3
30
5
3
0
5
30
5
30
5
30
6
30
5
300
299
301
302
30
0
29
9
30
1
30
2
30
2
iOUT = 298.24
iIN = 303.0
PERFORATED RISER (TYP.)
RAIN TURRET 1
RIM = 302.3
iOUT = 301.3
RAIN TURRET 3
RIM = 302.4
iOUT = 301.4
OUTLET STRUCTURE 1
OUTLET STRUCTURE 2
STMH 1
RIM = 302.3
iIN (S) = 298.4
iIN (E & W) = 298.4
iOUT (N) = 298.3
PERFORATED SUBDRAIN (TYP.)
PROPOSED
GRAVEL
WETLAND 1
PROPOSED
GRAVEL
WETLAND 2
18" CMP 24" CMP
L = 17
5
'
,
s
=
0
.
0
1
5
F
T
/
F
T
L = 168', s = 0.02 FT/FT
30
4
30
3
30
6
30
7
30
8
30
9
SNOW
STORAGE
SNOW
STORAGEDA 2
0.359 AC IMPERVIOUS
DA 1
0.670 AC IMPERVIOUS
TYPE I RIPRAP (TYP.)
RAIN TURRET 2
RIM = 302.4
iOUT = 301.4
POLE-MOUNTED
FULL CUT-OFF
LED SECURITY FIXTURE
(TYP)
CHAIN LINK
SECURITY FENCE
WITH GATE
4 AB
3 CCI
3 AB
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
For Permitting Only
Revisions
Field Book:
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities.
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property.
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
No. 135032
CIVIL
A N D R E D.PO
U
L
O
S
ST A T E O F VER
M
O
N
T
P
R
O
F
E SSIONAL E N GI NEER
L ICEN S E D
A
0
Feet
Graphic Scale
20 40 60
Stormwater
Proposed
Conditions Plan
C4-02
01/18/24
1" = 20'
21-229
ADP
AAD
361
Munson Parking Lot
1877 Williston Road
South Burlington, Vermont
1 03/28/24 ADPCity Site Plan
Parcel ID: 1810-S1877
PROJECT INFORMATION:
1.OWNER OF RECORD: SBRC PROPERTIES, LLC
85 SHUNPIKE RD
WILLISTON, VT 05495
2.TAX PARCEL ID: Parcel ID: 1810-S1877
3.PHYSICAL ADDRESS 1877 WILLISTON ROAD
OF PROPERTY:SOUTH BURLINGTON, VERMONT
05495
4.PARCEL SIZE: 2.07 ± ACRES
5.EXISTING IMPERVIOUS:0.00 ACRES
6.PROPOSED IMPERVIOUS:1.03 ACRES
1
5
°
±
VT G
r
i
d
Mag
n
e
t
i
c
D
D
D
D
D
D
D
D
D
D
D D D D D D D D D D
D
Ø
Ø
Ø
Ø
Ø
Ø
Ø
Ø
Ø
Ø
Ø
Ø
Ø
Ø
Ø
Ø
15" CMP
15" CMP
RIM=304.57
iIN=299.82
iOUT=299.84
i=298.24
30
5
305
305
30
5
30
9
30
9
30
9
30
9
30
8
30
8
30
8
30
8
30
7
30
7
3
0
6
30
6
30
6
30
6
304
304
30
4
303
3
0
3
30
2
3
0
2
30
1
30
1
299
29
9
29
8
298
29
7
29
7
29
6
30
8
306
30
7
306
309
309
308 307
306
304 303 302
301
29
8
299
30
4 303 302 301
30
7
30
7
300
300
305
305
300
GATE
i=303.62
N/F
MACKENNA ALEXIS
HOLDINGS LLC.
N/F
KIMBALL PARTNERS LLC.
C/O NEVILLE COMPANIES
N/F
20 KIMBALL COMMONS LLC.
N/F
VERMONT FEDERAL CREDIT UNION
N/F
O'BRIEN BROTHERS LLC.
C/O O'BRIEN BROTHERS AGENCY
N/F
RSR REAL ESTATE LLC
N/F
CRESTA NEDDE 2 LLC.
D
FENCE CONTINUES
NORTH WESTERLY
APPROXIMATELY 4' HIGH CHAIN LINK FENCE
31
6
3
1
7
31
5
3
1
4
29
9 297
298
30
0
31
3
31
2
31
1
31
0
30
8
3
0
7
30
6
3
0
5
3
0
4
30
1
3
0
3
320
319
318
320
310
31
0
31
5
32
0
31
0
30
5
3
0
3
304
30
3
30
2
30
1
31
4
31
3
31
2
31
1
30
630
9
30
8
30
7
3
1
3
3
1
2
3
1
1
3
1
0
3
0
9
31
5
31
4
319
318
317
316
31
9
31
8
31
7
31
6
31
3
31
2
31
1
31
0
31
5
31
4
30
9
31
0
306 305
308
307
309
302 30
1
304 303
3
0
0
2
9
9
2
9
8
29
7
29
9
2
9
8
30
0
297
300
3
0
4
3
0
3
3
0
2
3
0
1
299
298
297
3
0
0
30
0
299
298
297
3
0
0
29
7
29
8
31
6
31
9
31
8
31
7
31
3
31
2
31
1
31
5
31
4
30
0
301CONCRETE
HEADWALL
CLASS II WETLAND
50' WETLAND BUFFER
EXEMPT WETLAND
(NEITHER CLASS II OR III)
FLOODPLAIN
OVERLAY DISTRICT
BOUNDARY
RIVER CORRIDOR
OVERLAY DISTRICT
BOUNDARY
(SHADING PROVIDED
TO DEPICT RIVER
CORRIDOR AROUND
OPEN WATER AREAS
WHERE DEVELOPMENT
IS PROHIBITED)
APPROXIMATE DRAINAGE EASEMENT
TO THE CITY OF SOUTH BURLINGTON
(Bk. 512 Pg. 522)
30' COMMON RIGHT-OF-WAY
EXISTING CATCH BASIN AND
DRAIN LINE TO BE REMOVED
EXISTING GATE TO BE REMOVED
10"
10"
10"
10" TRIPLE
10"
12"
12"
12"
12"
12"
14"
14"
16"/18" TWIN
16"
16"
16 "
18"
18"
22"
24"
26"
30"
6"
6"
6" TWIN
6"
6"
6"
6" (x4)
6"
6"
6" (x7)
6"
6"
6"
8" TWIN
8"
8"
8"
8"
8"
8"
8"
8"
8" TWIN
8"
8" TWIN
8"
8" (x4)
10"
12"
12"
14"
20"
6"
6"
8"
8"
N 34°23'52" E
123.85'
S
5
5
°
2
4
'
4
7
"
E
28
8
.
0
6
'
S 34°23'48" W
183.47'
S 34°23'48" W
56.00'
S 34°23'48" W
80.53'
N
5
5
°
3
6
'
1
2
"
W
15
0
.
0
0
'
N 34°23'48" E
100.00'
N
5
5
°
3
6
'
1
2
"
W
19
2
.
5
0
'
N 34°23'43" E
96.15'
S
5
6
°
4
1
'
2
8
"
E
54
.
3
5
'
30"
8"
10" (x2)
6" (x2)
6"
6"
6"
8" & 6"
6"6"
10" & 6"
10", 8",
6" (x2)
10",
8" (x2),
6" (x2)
8" & 6"
8" & 6"
8" & 6"
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
Ø
EDGE OF WATER
PO
T
A
S
H
B
R
O
O
K
D D D D D D D D
30
4
30
3
30
2
302303
3
0
4
3
0
3
30
5
3
0
5
30
5
30
5
30
6
30
5
300
299
301
302
30
0
29
9
30
1
30
2
30
2
30
4
30
3
30
6
30
7
30
8
30
9
POLE-MOUNTED
FULL CUT-OFF
LED SECURITY FIXTURE
(TYP)
CHAIN LINK
SECURITY FENCE
WITH GATE
4 AB
3 CCI
3 AB
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
For Permitting Only
Revisions
Field Book:
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities.
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property.
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
No. 135032
CIVIL
A N D R E D.PO
U
L
O
S
ST A T E O F VER
M
O
N
T
P
R
O
F
E SSIONAL E N GI NEER
L ICEN S E D
A
0
Feet
Graphic Scale
20 40 60
Annotated
Maintenance Plan
C4-03
01/18/24
1" = 20'
21-229
ADP
AAD
361
Munson Parking Lot
1877 Williston Road
South Burlington, Vermont
1 03/28/24 ADPCity Site Plan
Parcel ID: 1810-S1877
1
5
°
±
VT G
r
i
d
Mag
n
e
t
i
c
OUTLET TO BE INSPECTED ANNUALLY. ENSURE OUTLET IS FREE
OF DEBRIS AND THAT NO EROSION HAS OCCURRED AT THE
OUTLET. IF EROSION HAS OCCURRED, IT SHOULD BE REPAIRED
WITH STONE.
GRAVEL WETLAND SHOULD BE INSPECTED ANNUALLY. ANY
ACCUMULATED SEDIMENT AND DEAD OR DYING
VEGETATION WITHIN THE GRAVEL WETLAND SHOULD BE
REMOVED. ANY EROSION IN THE GRAVEL WETLAND SHOULD
BE REPAIRED. ANY SEDIMENT ACCUMULATED IN GRAVEL
WETLAND SHOULD BE REMOVED.OUTLET STRUCTURE TO BE INSPECTED ANNUALLY TO ENSURE
PROPER DRAINAGE. ANY ACCUMULATED DEBRIS WITHIN THE
OVERFLOW STRUCTURE TO BE REMOVED. ENSURE THAT
OVERFLOW GRATE IS CLEAR OF ANY DEBRIS. IF
ACCUMULATED SEDIMENT IS NOTED IN THE OVERFLOW
STRUCTURE, THE ENTIRE SYSTEM SHOULD BE FLUSHED AND
DEBRIS COLLECTED AND PROPERLY DISPOSED.
ALL PERFORATED RISERS IN GRAVEL WETLAND SHOULD BE
INSPECTED ANNUALLY. IF ACCUMULATED SEDIMENT IS
OBSERVED IN THE RISERS, THE UNDERDRAINS OF THE GRAVEL
WETLAND SHOULD BE FLUSHED.
ALL PRETREATMENT CATCH BASINS TO BE
INSPECTED ANNUALLY. ANY ACCUMULATED
SEDIMENT OR DEBRIS ON THE CATCH BASIN
GRATE SHOULD BE REMOVED AND DISPOSED.
RAIN GUARDIAN FILTER TO BE WASHED PER
MANUFACTURERS RECOMMENDATIONS. STONE
AT OUTLET TO BE INSPECTED, SHOULD EROSION
BE NOTED OR STONE DISPLACED, IT SHOULD BE
RESTORED TO ORIGINAL DESIGN PLANS.
INLET TO BE INSPECTED ANNUALLY.
ENSURE INLET IS FREE OF DEBRIS AND
THAT NO EROSION HAS OCCURRED AT
THE INLET. IF EROSION HAS OCCURRED,
IT SHOULD BE REPAIRED TO ORIGINAL
DESIGN PLANS.
D
D
D
D
D
D
D
D
D
D
D D D D D D D D D D
D
Ø
Ø
Ø
Ø
Ø
Ø
Ø
Ø
Ø
Ø
Ø
Ø
Ø
Ø
Ø
Ø
15" CMP
15" CMP
RIM=304.57
iIN=299.82
iOUT=299.84
i=298.24
30
5
305
305
30
5
30
9
30
9
30
9
30
9
30
8
30
8
30
8
30
8
30
7
30
7
3
0
6
30
6
30
6
30
6
304
304
30
4
303
3
0
3
30
2
3
0
2
30
1
30
1
299
29
9
29
8
298
29
7
29
7
29
6
30
8
306
30
7
306
309
309
308 307
306
304 303 302
301
29
8
299
30
4 303 302 301
30
7
30
7
300
300
305
305
300
GATE
i=303.62
N/F
MACKENNA ALEXIS
HOLDINGS LLC.
N/F
KIMBALL PARTNERS LLC.
C/O NEVILLE COMPANIES
N/F
20 KIMBALL COMMONS LLC.
N/F
VERMONT FEDERAL CREDIT UNION
N/F
O'BRIEN BROTHERS LLC.
C/O O'BRIEN BROTHERS AGENCY
N/F
RSR REAL ESTATE LLC
N/F
CRESTA NEDDE 2 LLC.
D
FENCE CONTINUES
NORTH WESTERLY
APPROXIMATELY 4' HIGH CHAIN LINK FENCE
31
6
3
1
7
31
5
3
1
4
29
9 297
298
30
0
31
3
31
2
31
1
31
0
30
8
3
0
7
30
6
3
0
5
3
0
4
30
1
3
0
3
320
319
318
320
310
31
0
31
5
32
0
31
0
30
5
3
0
3
304
30
3
30
2
30
1
31
4
31
3
31
2
31
1
30
630
9
30
8
30
7
3
1
3
3
1
2
3
1
1
3
1
0
3
0
9
31
5
31
4
319
318
317
316
31
9
31
8
31
7
31
6
31
3
31
2
31
1
31
0
31
5
31
4
30
9
31
0
306 305
308
307
309
302 30
1
304 303
3
0
0
2
9
9
2
9
8
29
7
29
9
2
9
8
30
0
297
300
3
0
4
3
0
3
3
0
2
3
0
1
299
298
297
3
0
0
30
0
299
298
297
3
0
0
29
7
29
8
31
6
31
9
31
8
31
7
31
3
31
2
31
1
31
5
31
4
30
0
301CONCRETE
HEADWALL
CLASS II WETLAND
50' WETLAND BUFFER
EXEMPT WETLAND
(NEITHER CLASS II OR III)
FLOODPLAIN
OVERLAY DISTRICT
BOUNDARY
RIVER CORRIDOR
OVERLAY DISTRICT
BOUNDARY
(SHADING PROVIDED
TO DEPICT RIVER
CORRIDOR AROUND
OPEN WATER AREAS
WHERE DEVELOPMENT
IS PROHIBITED)
APPROXIMATE DRAINAGE EASEMENT
TO THE CITY OF SOUTH BURLINGTON
(Bk. 512 Pg. 522)
30' COMMON RIGHT-OF-WAY
EXISTING CATCH BASIN AND
DRAIN LINE TO BE REMOVED
EXISTING GATE TO BE REMOVED
10"
10"
10"
10" TRIPLE
10"
12"
12"
12"
12"
12"
14"
14"
16"/18" TWIN
16"
16"
16 "
18"
18"
22"
24"
26"
30"
6"
6"
6" TWIN
6"
6"
6"
6" (x4)
6"
6"
6" (x7)
6"
6"
6"
8" TWIN
8"
8"
8"
8"
8"
8"
8"
8"
8" TWIN
8"
8" TWIN
8"
8" (x4)
10"
12"
12"
14"
20"
6"
6"
8"
8"
N 34°23'52" E
123.85'
S
5
5
°
2
4
'
4
7
"
E
28
8
.
0
6
'
S 34°23'48" W
183.47'
S 34°23'48" W
56.00'
S 34°23'48" W
80.53'
N
5
5
°
3
6
'
1
2
"
W
15
0
.
0
0
'
N 34°23'48" E
100.00'
N
5
5
°
3
6
'
1
2
"
W
19
2
.
5
0
'
N 34°23'43" E
96.15'
S
5
6
°
4
1
'
2
8
"
E
54
.
3
5
'
30"
8"
10" (x2)
6" (x2)
6"
6"
6"
8" & 6"
6"6"
10" & 6"
10", 8",
6" (x2)
10",
8" (x2),
6" (x2)
8" & 6"
8" & 6"
8" & 6"
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
Ø
EDGE OF WATER
PO
T
A
S
H
B
R
O
O
K
30
'
S
E
T
B
A
C
K
(T
Y
P
)
PROPOSED LIMITS OF
TREE CLEARING
30
'
S
E
T
B
A
C
K
(T
Y
P
)
10' SETBACK
(TYP)
10' SETBACK
(TYP)
D D D D D D D D
30
4
30
3
30
2
302303
3
0
4
3
0
3
30
5
3
0
5
30
5
30
5
30
6
30
5
300
299
301
302
30
0
29
9
30
1
30
2
30
2
CHECK DAM (TYP.)
SILT FENCE (TYP.)INLET PROTECTION (TYP.)
30
4
30
3
30
6
30
7
30
8
30
9
SC
E
SOIL STOCKPILE (TYP.)
STABILIZED CONSTRUCTION ENTRANCE (TYP.)
FENCE TO BE REMOVED AND REPLACED AS NECESSARY
EROSION CONTROL BLANKET ON ALL SLOPES
GREATER THAN 2:1
PROJECT DEMARCATION &
TREE PROTECTION (TYP.)
4 AB
3 CCI
3 AB
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
For Permitting Only
Revisions
Field Book:
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities.
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property.
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
No. 135032
CIVIL
A N D R E D.PO
U
L
O
S
ST A T E O F VER
M
O
N
T
P
R
O
F
E SSIONAL E N GI NEER
L ICEN S E D
A
0
Feet
Graphic Scale
20 40 60
EPSC Plan
C5-01
1/18/24
1" = 20'
21-229
ADP
AAD
361
Munson Parking Lot
1877 Williston Road
South Burlington, Vermont
SOIL STOCK PILE
SILT FENCE
STABILIZED CONSTRUCTION ENTRANCE
STONE CHECK DAM
INLET PROTECTION
SCE
EPSC LEGEND
1 03/28/24 ADPCity Site Plan
Parcel ID: 1810-S1877
1
5
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VT G
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Mag
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EROSION CONTROL BLANKET
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
For Permitting Only
Revisions
Field Book:
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities.
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property.
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
No. 135032
CIVIL
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Site Details
C8-01
01/04/2022
Shown
21-229
RMP
AAD
361
Munson Parking Lot
1877 Williston Road
South Burlington, Vermont
1 XX/XX/XX XXXRevision
Parcel ID: 1810-S1877
SD 010.1.4LAST REVISED 03/02/2021TRUDELL CONSULTING ENGINEERS
TYPICAL BITUMINOUS PAVEMENT
NOTES:
1.SUBBASE, SAND CUSHION AND SUBGRADE SHOULD BE CONSTRUCTED AND COMPACTED TO THE DIMENSIONS SHOWN IN
ACCORDANCE WITH VERMONT AGENCY OF TRANSPORTATION SPECIFICATIONS, STANDARD A-76. WHERE MORE STRINGENT
LOCAL ORDINANCES HAVE BEEN ADOPTED RELATIVE TO ROAD DIMENSIONS AND CONSTRUCTION, THEY SHOULD GOVERN.
2.COMPACT ALL SUBBASE MATERIALS TO 95% MAXIMUM DENSITY (STANDARD PROCTOR).
3.IF GROUNDWATER OR SOFT SPOTS ARE ENCOUNTERED CONTACT THE ENGINEER TO DISCUSS ADDED MEASURES SUCH AS
UNDERDRAIN. SLOPE SUBBASE TO UNDERDRAIN LOW POINTS.
SECTION
WEARING COURSE (TYPE III) (VAOT 406)
BASE COURSE (TYPE II) (VAOT 406)
CRUSHED GRAVEL (VAOT 704.05A FINE)
GRAVEL BASE (VAOT 704.04) OR
CRUSHED GRAVEL (VAOT 704.05A
COARSE)
MIRAFI 500X STABILIZATION FABRIC
INSTALLATION IN ACCORDANCE WITH
MANUFACTURER'S RECOMMENDATIONS
6" SAND BORROW AND CUSHION TO BE
USED IN POORLY DRAINED SOILS OR
OVER BEDROCK FOR ROADS AND
SIDEWALKS (VAOT 703.03)
UNDISTURBED SUBGRADE
OR COMPACTED FILL
A
B
C
D
E
1" = 1'
DRIVEWAYS
E 6 66 66
RESIDENTIAL COMMERCIAL
1 1/2
6
18
2 1/2
4
12
N/A
2
3
18
6
COMMERCIAL
2
PRIVATEROADS
THICKNESS (INCHES)
PARKING LOTS
1
2
12
6
1-1/2
2-1/2
12
6
RESIDENTIAL
D
B
C
A
SD 020.X.XLAST REVISED 01/04/2022TRUDELL CONSULTING ENGINEERS
TYPICAL BITUMINOUS CURB
TRUDELL CONSULTING ENGINEERS
TYPICAL TEMPORARY SILT FENCE
CONSTRUCTION SPECIFICATION FOR SILT FENCE
1.WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE
TIES. WIRE FENCE REINFORCEMENT REQUIRED WITHIN 100 FT UPSLOPE OF
RECEIVING WATERS.
2.FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES
SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE,
6" MAXIMUM MESH OPENING.
3.WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE
OVERLAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER
FILTER X, MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT.
4.PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED
EQUIVALENT.
5.MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED
WHEN SEDIMENT REACHED HALF OF FABRIC HEIGHT.
6.INSPECT SILT FENCE AT LEAST ONCE A WEEK AND WITHIN 24 HOURS AFTER
EACH RAIN EVENT. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND
SEDIMENT REMOVED WHEN IT REACHES 1/3 THE HEIGHT OF THE FENCE.
7.UPON FINAL STABILIZATION OF THE AREA UPHILL OF THE SILT FENCE, IT SHALL
BE REMOVED WITH THE APPROVAL OF THE ENGINEER.
6"
E 020.1.1LAST REVISED 04/01/2021
(MIRAFI ENVIROFENCE, OR APPROVED
EQUAL MAY BE SUBSTITUTED.)
FLOW
FILTER FABRIC, OR WOVEN WIRE FABRIC
1 1/2" HARDWOOD POSTS OR METAL STAKE
(MAX. 10' O.C.)
KEY FABRIC INTO GROUND (MIN. 6")
16" MIN.
20" MIN.
UNDISTURBED SOIL
BACKFILL
E 030.1.1LAST REVISED 04/01/2021TRUDELL CONSULTING ENGINEERS
STABILIZED CONSTRUCTION ENTRANCE
CONSTRUCTION SPECIFICATIONS
1.STONE SIZE - USE 4-8" CRUSHED STONE, OR RECLAIMED OR
RECYCLED CONCRETE EQUIVALENT.
2.LENGTH - NOT LESS THAN 50' (EXCEPT ON A SINGLE RESIDENCE
LOT WHERE A 30' MINIMUM LENGTH APPLIES).
3.THICKNESS - NOT LESS THAN 8".
4.WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE
FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS.
TWENTY-FOUR (24) FOOT IF SINGLE ENTRANCE TO SITE.
5.GEOTEXTILES MUST BE PLACED OVER THE ENTIRE AREA PRIOR TO
PLACING OF STONE.
6.SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED
TOWARDS CONSTRUCTION ENTRANCES SHALL BE PIPED BENEATH
THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM
WITH 5:1 SLOPES WILL BE PERMITTED.
7.MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A
CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF
SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, ALL SEDIMENT SPILLED,
DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY
MUST BE REMOVED IMMEDIATELY AND DISPOSED OF IN
ACCORDANCE WITH THE EPSC PLANS. (i.e. PLACED IN A SOIL
STOCKPILE OR AREA WHERE IT CAN BE STABILIZED PER EPSC
DETAILS). IF SWEEPING IS THE CHOSEN METHOD FOR REMOVAL
THE SWEPT MATERIAL MUST BE COLLECTED AND DISPOSED OF AS
STATED ABOVE.
8.WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA
STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED
SEDIMENT TRAPPING DEVICE.
9.PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE
PROVIDED ACCORDING TO PERMIT REQUIREMENTS BASED ON
SITE CONDITIONS, WEATHER AND FLOW OF TRAFFIC.
PUBLIC ROADWAY
PROFILE
EXCAVATION SITE
PLAN
SEE CONSTRUCTION
SPECIFICATION 4
4-8" CRUSHED STONE AGGREGATE
PLACED ON GEOTEXTILE FABRIC
4" ABOVE EXISTING GRADE
4" BELOW EXISTING GRADE 50'
VARIES
8"
EXCAVATION SITE
EXISTING
GRADE
GEOTEXTILE FABRIC
PROVIDE A DIVERSION RIDGE
WHEN THE GRADE EXCEEDS 2%
TO KEEP RUNOFF & SEDIMENT
OUT OF THE PUBLIC ROAD
R=12'
BITUMINOUS PAVEMENT
SEE SECTION DETAIL
WIDTH
VARIES
CURB SL
O
P
E
V
A
R
I
E
S
6"
TOPSOIL
9"
1" ±
8" ±45%
75%
R=2"
GRAVEL BASE
CRUSHED GRAVEL
MIRAFI 500X FILTER FABRIC
SAND BORROW
SD 010.2.0
3/4" =1'
LAST REVISED 11/19/2013TRUDELL CONSULTING ENGINEERS
PAVEMENT/GRAVEL TRANSITION DETAIL
3'3'
8"8"
6"
EDGE OF PAVEMENT
AS SHOWN ON PLANS
FINISHED GRAVEL
TYPICAL PAVEMENT SUBBASE MATERIALS
TOP COURSE PAVEMENT
TY
P
I
C
A
L
P
A
V
E
M
E
N
T
SE
C
T
I
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BASE COURSE PAVEMENT
SD 070.3.1LAST REVISED 03/03/2021TRUDELL CONSULTING ENGINEERS
TYPICAL GATE DETAIL
3' - 6"
4'
6"3'
2'PRIVATE
PROPERTY
3/8" CHAIN WITH
PADLOCK
CONCRETE
FOOTING
CONCRETE
FILLED PIPE
3 1/2" PIPE
6"
ROAD OR DRIVE
REFER TO SITE PLAN
FOR TYPE AND WIDTH
SD 000.1.1LAST REVISED 02/17/2021TRUDELL CONSULTING ENGINEERS
SAFETY AND PROTECTION
CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING AND
SUPERVISING ALL SAFETY PRECAUTION AND PROGRAMS IN CONNECTION WITH
THE WORK. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS FOR THE
SAFETY OF, AND SHALL PROVIDE THE NECESSARY PROTECTION TO PREVENT
DAMAGE INJURY OR LOSS TO:
1.ALL EMPLOYEES ON THE WORK AND OTHER PERSONS WHO MAY BE
AFFECTED THEREBY.
2.ALL THE WORK AND ALL MATERIALS OR EQUIPMENT TO BE INCORPORATED
THEREIN, WHETHER IN STORAGE ON OR OFF THE SITE, AND
3.OTHER PROPERTY AT THE SITE OR ADJACENT THERETO, INCLUDING TREES,
SHRUBS, LAWNS, WALKS, PAVEMENTS, ROADWAYS, STRUCTURES AND
UTILITIES NOT DESIGNATED FOR REMOVAL, RELOCATION OR REPLACEMENT
IN THE COURSE OF CONSTRUCTION.
CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE STANDARDS
(SPECIFICALLY INCLUDING OSHA, VOSHA AND ANY OTHER STATE ADOPTED
OSHA PROGRAM), LAWS ORDINANCES, RULES, REGULATIONS AND ORDERS OF
ANY PUBLIC BODY HAVING JURISDICTION FOR THE SAFETY OF PERSONS OR
PROPERTY OR TO PROTECT THEM FROM DAMAGE, INJURY OR LOSS, AND SHALL
ERECT AND MAINTAIN ALL NECESSARY SAFEGUARDS FOR SUCH SAFETY AND
PROTECTION. CONTRACTOR SHALL NOTIFY OWNERS OF ADJACENT PROPERTY
AND UTILITIES WHEN EXECUTION OF THE WORK MAY AFFECT THEM.
CONTRACTOR'S RESPONSIBILITIES FOR THE SAFETY AND PROTECTION OF THE
WORK SHALL CONTINUE UNTIL SUCH TIME AS ALL THE WORK IS COMPLETED.
E 070.1.1LAST REVISED 04/01/2021TRUDELL CONSULTING ENGINEERS
TEMPORARY STONE CHECK DAM
2
1
0.4'
9"
CROSS SECTION
6"
DITCHLINE
PROFILE
PLAN
DIT
C
H
L
I
N
E
CONSTRUCTION SPECIFICATIONS:
1.STONE WILL BE PLACED ON A FILTER
FABRIC FOUNDATION TO THE LINES,
GRADES, AND LOCATIONS SHOWN IN
THE PLAN.
2.SET SPACING OF CHECK DAMS TO
ASSUME THAT THE ELEVATIONS OF THE
CREST OF THE DOWNSTREAM DAM IS AT
THE SAME ELEVATION OF THE TOE OF THE
UPSTREAM DAM..
3.EXTEND THE STONE A MINIMUM OF 1.5
FEET BEYOND THE DITCH BANKS TO
PREVENT CUTTING AROUND THE DAM..
4.PROTECT THE CHANNEL DOWNSTREAM
OF THE LOWEST CHECK DAM FROM
SCOUR AND EROSION WITH STONE OR
LINER AS APPROPRIATE.
5.ENSURE THAT CHANNEL APPURTENANCES
SUCH AS CULVERT ENTRANCES BELOW
CHECK DAMS ARE NOT SUBJECT TO
DAMAGE OR BLOCKAGE FROM
DISPLACED STONE.
TOP OF SWALE
STONE NEVER TO BE
ABOVE TOP OF SWALE
TOE OF SLOPE = TOP OF
CHECK DAM
SEPARATION = X
2" MIN. - 6" MAX. STONE
SPILLWAY
MIRAFI 500X FABRIC
X =H (ft)
SLOPE (ft/ft)
1.5'
(TYP.)
18"
1/3 WIDTH
OF CHANNEL
E 040.1.1LAST REVISED 04/01/2021TRUDELL CONSULTING ENGINEERS
FINE GRAVEL FACE
(1' MIN. THICKNESS)
1'
3" STONE
TEMPORARY SEDIMENT POOL
6'
TYPICAL PIPE INLET PROTECTION
1'
3 1
PIPE
PIPE21
3" STONE
PREPARED SUBGRADE
L-010.1.3
TREE PLANTING ON SLOPE
TRUDELL CONSULTING ENGINEERS LAST REVISED 12/29/2020
EQEQ EQ
2:1 M
A
X
S
L
O
P
E
4'
2"X2"X10' FIR STAKES; 3 PER TREE EQUALLY SPACED
AROUND ROOT BALL; ALL POSTS SHALL BE PLUMB AND
HAVE SAME HEIGHT ABOVE FINISH GRADE. GUY WIRE
SHALL BE NEW PLIABLE ANNEALED GALVANIZED SOFT
STEEL WIRE OF NO. TEN (10) GAUGE SIZE. ENCASE WIRE
AROUND TRUNK IN TWO-PLY, BLACK, REINFORCED
GARDEN HOSE, OR APPROVED EQUAL
SLOPE LINE
INSTALL TREE PLUMB
TOP OF ROOTBALL SHALL BEAR SAME
RELATIONSHIP TO FINISHED GRADE AS
TO PREVIOUS EXISTING GRADE
ROOT FLARE SHALL BE EXPOSED; MULCH
SHOULD NOT BE WITHIN 4" OF TREE TRUNK
PLACE BALL ON SUBSOIL. REMOVE AND
DISCARD BURLAP EXCEPT UNDER BALL.
REMOVE ALL SYNTHETIC SOIL WRAPPING
MATERIALS (TREATED BURLAP, NYLON
TWINE, WIRE BASKETS, ETC.) AND DISCARD
EXCAVATED SOIL
EXCAVATE SUBSOIL AS REQUIRED TO
PLACE ROOTBALL TO PROPER ELEVATION.
PLACE ROOTBALL DIRECTLY ON SUBSOIL
EXCAVATE HOLE TO DIAMETER 3X WIDER THAN
ROOTBALL. BACKFILL HOLE WITH PLANTING
SOIL MIX AS SPECIFIED
BARK MULCH, AS SPECIFIED
FREE-DRAINING SCARIFIED SUBGRADE
PLANTING SOIL BERM, DOWNHILL SIDE ONLY
1/4" = 1'
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
For Permitting Only
Revisions
Field Book:
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities.
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property.
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
No. 135032
CIVIL
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Stormwater Details
C8-02
01/04/2022
Shown
21-229
RMP
AAD
361
Munson Parking Lot
1877 Williston Road
South Burlington, Vermont
Parcel ID: 1810-S1877
SW 010.1.1
1" = 1'
LAST REVISED 03/15/2021TRUDELL CONSULTING ENGINEERS
TYPICAL STORM DRAIN TRENCH
1'
FINISHED ROAD GRADE
D
+
8
"
1'
NOTES ON STORM DRAIN TRENCH:
A WET TRENCH SHALL BE DEWATERED PRIOR TO
INSTALLING BEDDING
DEPTH OF STORM DRAIN LINES VARY, REFER TO
PLANS FOR DEPTH IN APPROPRIATE LOCATIONS.
D
FOR PAVED SURFACES
VA
R
I
E
S
(S
E
E
P
A
V
E
M
E
N
T
S
E
C
T
I
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N
)
FOR GRASSED AREAS
REPLACE TOPSOIL, SEED, AND MULCH
OVERFILL TO ALLOW FOR SETTLEMENT.
THOROUGHLY COMPACTED SELECTED
BACKFILL FROM TRENCH EXCAVATION,
FREE OF STONES LARGER THAN 3" IN
DIAMETER. COMPACT BACKFILL IN 6" LIFTS.
STORM DRAIN, (SEE SITE PLAN FOR PIPE SIZE
& MATERIAL)
THOROUGHLY COMPACTED 3/4" CRUSHED
STONE BEDDING FOR CMP, PVC, OR HDPE PIPE.
UNDISTURBED SOIL
PERFORATED SUBDRAIN CROSS SECTION 1" = 1'
2-3" CLEAN WASHED
CRUSHED STONE
WETLAND SOIL
3/4" PEA STONE
VAOT 704.02B
8"
4"
2'
NATIVE SOIL
3/4" PEA STONE VAOT
704.02B
2"
6"
6"
PERFORATED
SDR 35 PVC
IMPERMEABLE LINER
GRAVEL WETLAND BASIN SECTION
CLEAN 2-3" WASHED STONE
TOP ELEV. 298.0
WETLAND
VEGETATION SEE
PLANTING PLAN
VEGETATED BASIN
FLOOR
4" PEA STONE GRAVEL
TOP ELEV. 298.3'
1
2
ELEV. 296.0'
ELEV. 299'
2
1
ELEV. 302'
OUTLET STRUCTURE WITH
18" BEEHIVE GRATE
ELEV. 301.6'
ELEV. 302'
BOTTOM OF GRAVEL
ELEV. 296.0'
18" CULVERT OUT
ELEV. 298.5'
NTS
ELEV. 300.0'
STORM RAX HDPE TRASH
RACK OR APPROVED EQUAL
6" PERFORATED
SUBDRAIN
WRAPPED IN FILTER
FABRIC LAID FLAT
AT ELEV. 296.2' WITH
END CAPS
8" WETLAND SOIL
TOP ELEV. 299.0'
IMPERMEABLE LINER OPTIONS:
A.6-12" OF CLAY SOIL
A.1.MINIMUM 15% PASSING THE #200 SIEVE
A.2.MAX PERMEABILITY OF 1X10-5 CM/SEC
B.30 MIL POLY-LINER
C.BENTONITE
D.APPROVED EQUAL
1" WQv ORIFICE
DRILLED IN END CAP
AT ELEV. 298.8'
1" CPv ORIFICE AT
ELEV. 300.4'
PERFORATED RISER (TYP.)
SW 020.2.1
1/2"=1'
LAST REVISED 03/15/2021TRUDELL CONSULTING ENGINEERS
POLYETHYLENE (HDPE) END SECTION
ELEVATION VIEW
"D"
POLYETHYLENE FLARED END SECTION,
POLYETHYLENE FLARED END SECTION,
SITE PLAN
SLOPE AS PER
SIDES OF END SECTION
TO MATCH TAPERED
FINISHED GRADE
ADS OR EQUAL.
PLAN VIEW
ADS OR EQUAL.
SITE PLAN
SLOPE AS PER
INLET
CONDITION
OUTLET
CONDITION
OUTLET
CONDITION
INLET
CONDITION
"D"
MINIMUM AREA 5' WIDE x 20' LONG
PROVIDE 18" TYPE II RIPRAP
OVER 12" TYPE P204 RIPRAP
UNLESS INDICATED OTHERWISE
SMOOTH INTERIOR, CORRUGATED EXTERIOR, HIGH
DENSITY POLYETHYLENE PIPE (HDPE). ADVANCED
DRAINAGE SYSTEMS (ADS) N-12 OR EQUA.
PERFORATED RISER DETAIL
2"
3/4" PEA STONE VAOT 704.02B
6"6"
NATIVE SOIL
SOLID PVC CAP AT
TOP AND BOTTOM
8"
4"
2'2-3" CLEAN GRAVEL
WASHED STONE
WETLAND SOIL
3/4" PEA STONE
VAOT 704.02B
RUN A 24" LENGTH OF
#4 REBAR THROUGH
THE TUBE TO PROVIDE
VERTICAL RESISTANCE
AGAINST SLIPPAGE
IMPERMEABLE LINER
PERFORATED PIPE FOR RISERS
TO HAVE SIX ROWS OF 5/8"
PERFORATIONS
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
For Permitting Only
Revisions
Field Book:
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities.
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property.
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
No. 135032
CIVIL
AND R E D.PO
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E SSIONAL E N GI NEER
LICEN S E D
A
EPSC Low Risk
Handbook Sheet 1
C8-04
01/04/2022
Shown
21-229
RMP
AAD
361
Munson Parking Lot
1877 Williston Road
South Burlington, Vermont
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
For Permitting Only
Revisions
Field Book:
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities.
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property.
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
No. 135032
CIVIL
AND R E D.PO
U
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O
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ST A T E O F VER
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P
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E SSIONAL E N GI NEER
LICEN S E D
A
EPSC Low Risk
Handbook Sheet 2
C8-05
01/04/2022
Shown
21-229
RMP
AAD
361
Munson Parking Lot
1877 Williston Road
South Burlington, Vermont
D
D
D
D
D
D
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D
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D
D
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Ø
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6
"
P
V
C
CB
RIM=299.96
iIN=297.56
15" CMP
15" CMP
RIM=304.57
iIN=299.82
iOUT=299.84
i=298.24
30
5
305
305
30
5
30
9
30
9
30
9
30
9
30
9
30
8
30
8
30
8
30
8
30
7
30
7
3
0
6
306
30
6
3
0
6
304
304
30
4
303
3
0
3
302
3
0
2
30
1
30
1
299
29
9
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298
29
7
29
7
29
6
30
8
306
307
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30
9
309
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306
304 303 302
301
29
9
29
8
299
304 303 302 301
30
7
30
7
300
300
305
305
300
225'±
GATE
i=303.62
N/F
MACKENNA ALEXIS
HOLDINGS LLC.
N/F
KIMBALL PARTNERS LLC.
C/O NEVILLE COMPANIES
N/F
20 KIMBALL COMMONS LLC.
N/F
VERMONT FEDERAL CREDIT UNION
N/F
O'BRIEN BROTHERS LLC.
C/O O'BRIEN BROTHERS AGENCY
N/F
RSR REAL ESTATE LLC
N/F
CRESTA NEDDE 2 LLC.
D
APPR
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6" PVC ORIGIN UNKNOWN
i=303.16
CULVERT
6' WIDE x 4.3' HIGH
42" PVC
iOUT=294.30
ORIGIN UNKNOWN
iOUT=294.16
FENCE CONTINUES
NORTH WESTERLY
APPROXIMATELY 4' HIGH CHAIN LINK FENCE
31
6
3
1
7
31
5
3
1
4
29
9 297
298
30
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31
3
31
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320
319
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31
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31
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32
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30
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304
30
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30
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31
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31
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630
9
30
8
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3
1
3
3
1
2
3
1
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1
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9
31
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319
318
317
316
31
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31
7
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31
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31
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31
1
31
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31
5
31
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31
0
306 305
308
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309
302 30
1
304 303
3
0
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2
9
9
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9
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29
7
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0
297
300
30
6
3
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4
3
0
5
3
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3
3
0
2
3
0
1
299
298
297
3
0
0
3
0
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299
298
297
30
0
29
9
29
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29
7
29
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30
0
29
7
31
6
31
9
31
8
31
7
31
3
31
2
31
1
31
5
31
4
30
0
301
GRAVEL AREA
CONCRETE
HEADWALL
CLASS II WETLAND
50' WETLAND BUFFER
EXEMPT WETLAND
(NEITHER CLASS II OR III)
N 23°53'30"
E
27.61'
N 10°0
7
'
2
8
"
E
14.97'
N 1
7
°
4
8
'
2
4
"
W
34.
2
4
'
N 2
6
°
1
2
'
1
9
"
W
24
.
9
0
'
N
5
1
°
0
3
'
2
7
"
W
37
.
2
3
'
N 4
1
°
4
0
'
1
0
"
W
19
.
8
8
'
N
5
4
°
2
0
'
4
9
"
W
41
.
4
3
'
N
6
7
°
5
8
'
0
8
"
W
12
.
9
3
'
N 3
3
°
5
3
'
0
3
"
W
18
.
4
1
'
N 01
°
0
0
'
2
8
"
W
26.8
3
'
N 4
3
°
0
9
'
2
9
"
W
12
.
6
5
'
N
5
3
°
5
5
'
3
3
"
W
17
.
8
1
'
N
6
8
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3
4
'
2
9
"
W
1
3
.
9
1
'
S
7
5
°
4
4
'
0
5
"
W
5
0
.
7
5
'
S 55°
1
1
'
2
3
"
W
36.8
7
'
S 70°27'33" W
6.61'N 18°26'35" E
13.14'
N 85°51'00" W
9.84'
N 65°38'04" W
6.66'
N 23°05'13" W
5.31'N 24°21'29" E
3.56'
N 24°06'50" W
5.62'
N 21°42'00" E
11.34'
N:715275.45
E:1470066.15
S 62°40'35" W
5.36'
N 34°23'52" E
123.85'
S
5
5
°
2
4
'
4
7
"
E
28
8
.
0
6
'
N 13°07'02" W
1.82'
S 34°23'48" W
183.47'
S 34°23'48" W
56.00'
S 34°23'48" W
80.53'
N
5
5
°
3
6
'
1
2
"
W
15
0
.
0
0
'
N 34°23'48" E
100.00'
N
5
5
°
3
6
'
1
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"
W
19
2
.
5
0
'
N 34°23'43" E
96.15'
N 15°53'26" W
9.71'
N 02°50'36" E
1.38'
S 82°25'32" W
2.86'
S
5
6
°
4
1
'
2
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"
E
54
.
3
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RO
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2
KENNEDY DRIVE
KI
M
B
A
L
L
A
V
E
.
AIRP
O
R
T
DRIV
E
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495
802 879 6331 | WWW.TCEVT.COM
ENGINEERING SURVEY
Field Book:
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities.
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property.
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
PLAN NING ENVIRON MENT AL
0
Feet
Graphic Scale
20 40 60
1
5
°
±
VT G
r
i
d
Mag
n
e
t
i
c
Parcel ID: 1810-S1877
FEMA Sketch Plan
C1-02
09/16/2022
1" = 20'
21-229
GMS
CMJ
361
Munson Parking Lot
1877 Williston Road
South Burlington, Vermont
EXISTING CONDITIONS NOTES:
1.THE PURPOSE OF THE EXISTING CONDITIONS PLAN IS TO DEPICT READILY APPARENT PERTINENT EXISTING CONDITIONS AS OF
09/08/2021.
2.BEARINGS SHOWN ARE BASED UPON VERMONT GRID NORTH USING VTVRS CORS STATION.
3.VERTICAL DATUM IS BASED ON NAVD88 (GEIOD 18). A TRIMBLE R8 RTK GPS UNIT WAS EMPLOYED FOR THESE OBSERVATIONS.
4.COORDINATE SYSTEM IS BASED ON VERMONT STATE PLANE (U.S. SURVEY FEET).
5.THE LOCATION OF EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS SHOWN ARE BASED ON RESEARCH, UTILITY PLANS
PROVIDED BY OTHERS, AND/OR SURFACE EVIDENCE ENCOUNTERED AND WERE OBTAINED IN A MANNER CONSISTENT WITH
THE ORDINARY STANDARD OF PROFESSIONAL CARE AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE
DESIGN ENGINEER. ADDITIONAL UTILITIES NOT SHOWN MAY EXIST. ENGINEER SHALL BE NOTIFIED IF ANY DISCREPANCIES ARE
ENCOUNTERED. ACTUAL LOCATION OF UNDERGROUND UTILITIES MAY VARY. DIGSAFE MUST BE CONTACTED PRIOR TO ANY
EXCAVATION. CALL 1-888-DIG SAFE (344-7233) OR CALL 811.
6.PERIMETER BOUNDARIES SHOWN HEREON FROM TAX MAP INFORMATION, LIMITED VISIBLE BOUNDARY EVIDENCE LOCATED IN
THE FIELD, AND PLANS OF RECORD. THIS PLAN DOES NOT DEPICT A FORMAL BOUNDARY SURVEY.
6.1. "PLAT OF SURVEY LANDS OF LEE ZACHARY #1891 WILLISTON ROAD SOUTH BURLINGTON VERMONT" BY A.W. HARRIS &
ASSOCIATES DATED 01/20/94 AND RECORDED IN THE CITY OF SOUTH BURLINGTON LAND RECORDS AS MAP SLIDE 362.
6.2."FINAL PLAN BUSINESS PARK NORTH SOUTH BURLINGTON VERMONT" BY CIVIL ENGINEERING ASSOCIATES, INC. DATED
AUGUST 1978 LAST REVISED 1/24/80 AND RECORDED IN THE CITY OF SOUTH BURLINGTON LAND RECORDS AS MAP SLIDE
127.
6.3."BOUNDARY PLAT AND PLAN OF COMMON INTEREST OWNERSHIP LAND OF CHARLES R. WOOD 1879 & 1881 WILLISTON
ROAD SOUTH BURLINGTON, VERMONT" BY DONALD M. HAMLIN CONSULTING ENGINEERS, INC. DATED 5/13/02 AND IS
PRELIMINARY & UNRECORDED. PROVIDED BY THE CLIENT.
"T" STAKE
OVERALL PLAN
SCALE: 1" =150'
LEGEND
STREAM
PROPERTY LINE (TAX)
FENCE
TREE LINE
CATCH BASIN (CB)
STORM DRAINAGE
PAVED DRIVE OR ROAD
TOPOGRAPHIC CONTOURS
OUTLET OR
END SECTION
ØØØØ
298
D
LEGEND NOTE:
SOME INFORMATION MAY BE PROVIDED BY OTHERS AND COULD
BE SHOWN WITH A DIFFERENT SYMBOL NOT SHOWN ON THIS
LEGEND. HOWEVER, THEY ARE LABELED ON RESPECTIVE PLANS. IN
SOME CASES A CHANGE IN SCALE OR PRINTER CAN ALTER
INFORMATION TO NOT SHOW AN EXACT MATCH ON THIS LEGEND.
IF ANY QUESTIONS EXIST CONTACT THE ENGINEER TO CLARIFY.
ADDITIONAL LEGEND INFORMATION IS SUPPLIED SEPARATELY ON
EROSION CONTROL PLANS AND SOME SURVEY PLATS.
ADJOINING PROPERTY LINE (TAX)
GRAVEL DRIVE OR ROAD
IRON PIPE
LIDAR CONTOURS 298
PROJECT LOCATION
Certication:
The elevations as shown on the face of this plan are, to the best of my knowledge, accurate.
Gerald Stockman ㄱ⼲㤯㈰㈲
1
Marty Gillies
From:Medash, Kyle <Kyle.Medash@vermont.gov>
Sent:Tuesday, June 11, 2024 4:03 PM
To:Marla Keene
Cc:Marty Gillies
Subject:RE: 'EXTERNAL'RE: 21-229 - 1677 Williston Rd, South Burlington, VT
Attachments:C1-02 FEMA Sketch Plan.pdf; Fema letter.pdf
Hi Marla,
Just tried giving you a call back, feel free to call me back to discuss if needed.
The river corridor, in this case the ANR has it mapped as a small stream with a drainage area less than 2 sq. mi.
and has an (ANR) setback defined as measured 50 feet on either side of the stream, measured horizontally and
perpendicularly from the top of each streambank.
In the SB regs, 12.07 F. (b) or (c) would define it as 50’ or 100’ (respectively) horizontal distance from the top of
bank or slope, whichever is applicable given the streams geomorphology.
Given that the stream is already highly managed in a concrete box culvert, there is really no opportunity for the
stream to meander or change course assuming the structural integrity of the culvert is intact. Also, given it is in a
box culvert, there really isn’t a top of bank or slope to measure from. In the daylighted portion on the north of the
site, it does look like the “River Corridor Overlay District Boundary” has been largely avoided; depending on how
you measure it “outlet structure 2” may fall within though I wouldn’t expect any major channel location changes at
the culvert outlet.
For the floodplain, they had submitted a LOMA to me for my prior review (attached). It looks like they have the area
removed via LOMA on the plan you sent listed as “Floodplain Overlay District Boundary” which is largely avoided
other than a portion of the “Snow Storage” and potentially a very small portion of the access shown to be within
the 30’ common right of way.
Overall, my understanding of the project remains similar to my original comments. If the City wants further
reassurances you could ask the applicant for a better measurement on the river corridor and shift outlet structure
2 as needed, similar situation to the access – can it be shifted south to completely avoid the SFHA/can the snow
storage be shifted. Please let me know if you have any questions, happy to discuss further if helpful.
Respectfully,
Kyle Medash | Western Floodplain Manager
Vermont Agency of Natural Resources | Department of Environmental Conservation
Watershed Management Division, Rivers Program
450 Asa Bloomer State Office Building, 88 Merchants Row | Rutland, VT 05701-5903
802-490-6154 cell
kyle.medash@vermont.gov
From: Marla Keene <mkeene@southburlingtonvt.gov>
Sent: Tuesday, June 11, 2024 10:06 AM
To: Medash, Kyle <Kyle.Medash@vermont.gov>
Cc: Marty Gillies <mgillies@southburlingtonvt.gov>
Subject: RE: 'EXTERNAL'RE: 21-229 - 1677 Williston Rd, South Burlington, VT
2
EXTERNAL SENDER: Do not open attachments or click on links unless you recognize and trust the
sender.
Hi Kyle,
Following up on my voice message, I have a few questions on this application for RV storage at 1877 Williston
Road.
As we’re wrapping up our review of this project, can I ask you to please confirm that your determination as it
pertains to river corridors in this location is that there is no jurisdictional river corridor adjacent to the culverted
portion of the stream?
The applicant has shown the remaining river corridor as orthogonal to the daylighted portion of Potash Brook. Is
that correct, or is the river corridor a true “buffer,” extending in all directions from the surface water including
upstream?
In terms of the floodplain, it appears they do in fact have work in the floodplain. They are proposing to place about
a foot of fill in order to construct a driveway access to the storage yard (see attached). Is this different from what
you were looking at? The South Burlington LDR 12.08(G)(1)(f) prohibits fill for anything other than raising up a
structure. Would you agree that the proposed work in the floodplain is prohibited? If they were to modify the
driveway so it was just paving on grade as opposed to filling, I believe they would then be subject to the standards
of 12.08G(3) which require review by NFIP coordinator to demonstrate the development is safe from flooding
etc. Alternatively, they may have a path forward by relocating the driveway outside of the floodplain.
The DRB is reviewing the project next week, so if at all possible can you send me a note or call (802) 846-4138 this
week?
Sincerely,
Marla Keene, PE
Development Review Planner
City of South Burlington
(802) 846-4106
From: Medash, Kyle <Kyle.Medash@vermont.gov>
Sent: Tuesday, November 7, 2023 2:53 PM
To: Andrea Poulos, PE <Andrea.Poulos@tcevt.com>
Cc: Abby A. Dery, PE <Abby.Dery@tcevt.com>; Marla Keene <mkeene@southburlingtonvt.gov>; Timothy McKenzie
<Tim@southburlingtonrealty.com>
Subject: 'EXTERNAL'RE: 21-229 - 1677 Williston Rd, South Burlington, VT
This message has originated from an External Source. Please use proper judgment and caution when
opening attachments, clicking links, or responding to this email.
Hi Andrea,
Thank you for checking in. Great work on the LOMA, per the attached FEMA Sketch Plan (Sheet C1-02) and the LOMA
(Case No: 23-01-0339A, May 23, 2023) the area proposed for the regrading/parking and stormwater treatment shown on
You don't often get email from mkeene@southburlingtonvt.gov. Learn why this is important
3
Site Plan (Sheet C2-01) is now officially outside the SFHA via LOMA. Presumably, no further floodplain review is necessary
per Section 12.08, D. (2)(a) of SB LDRs (the City ultimately makes that call).
For the River Corridor review, I’ll defer to the City as they’ll be issuing or reviewing for permitting. The Site Plan depicts
the proposal as outside the 100’ setback, the northern stormwater basin and corners of the parking area are very close to
that boundary but appear to be outside per the Site Plan. Again, presumably no further review necessary under Section
12.07 of SB LDRs.
It appears the Potash Brook is relatively unaffected by the proposal, the project avoids the hazard areas, the stormwater
is directed toward an existing collection system (no outfalls to PB), opportunities for channel migration are low given the
highly developed/managed surrounding areas, and the site generally remains in a similar condition/land use as it does
today.
This email can be used as ANR comments for to the municipal review in accordance with SB LDRs (Section 12.07, H., (2)(a)
or 12.08, F., (1)(a)). If the project has Act 250 jurisdiction please let me know and I can provide a review specific to the
FHARC Procedure/Criterion 1(D) - at this point I don’t foresee any issues if that’s the case. Please let me know if you have
any questions, happy to discuss further if helpful.
Respectfully,
Kyle Medash | Western Floodplain Manager
Vermont Agency of Natural Resources | Department of Environmental Conservation
Watershed Management Division, Rivers Program
450 Asa Bloomer State Office Building, 88 Merchants Row | Rutland, VT 05701-5903
802-490-6154 cell
kyle.medash@vermont.gov
From: Andrea Poulos, PE <Andrea.Poulos@tcevt.com>
Sent: Friday, November 3, 2023 11:43 AM
To: Medash, Kyle <Kyle.Medash@vermont.gov>
Cc: Abby A. Dery, PE <Abby.Dery@tcevt.com>; Marla Keene <mkeene@southburlingtonvt.gov>; Timothy McKenzie
<Tim@southburlingtonrealty.com>
Subject: 21-229 - 1677 Williston Rd, South Burlington, VT
EXTERNAL SENDER: Do not open attachments or click on links unless you recognize and trust the sender.
Hi Kyle,
Thanks for chatting with me briefly regarding the property at 1677 Williston Rd in South Burlington a couple
weeks ago. As discussed, Potash Brook enters a culvert off the southeast corner of our project property. The
culvert travels across the property, discharging at the northern edge of the property, where the stream then
travels west towards Kennedy Drive. This area is mapped as Zone A, however, we did get a LOMA for the
property and have established a flood elevation, letter attached.
While the state does not have river corridor mapping on this portion of Potash Brook, the South Burlington LDRs
define the River Corridor Overlay District to include 100 feet from top of bank or top of slope around Potash
Brook. I’ve attached an Existing Conditions Plan which shows the property boundary, the extent of the existing
gravel/dirt lot, as well as the culvert, river corridor overlay boundary and revised 100-yr flood boundary.
I’ve also attached a Site Plan depicting the proposed paved parking/storage lot and associated stormwater
treatment area. If you could please provide any comments you have regarding this project it would be
appreciated. Please let me know if you have questions regarding the information provided.
Thank you,
You don't often get email from andrea.poulos@tcevt.com. Learn why this is important
4
tcevt.com
Andrea Dotolo Poulos, P.E.
Environmental Engineer V
e. andrea.poulos@tcevt.com
c. 207.259.0695
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