HomeMy WebLinkAbout15-62P Evergreen Walk Tenant Space 500E TOWN OF SOUTH WINDSOR
PLANNING &ZONING COMMISSION
APPLICATION FORM a
Application Number: /5 a p
Official Receipt Date:
Munis Application 737
SOUTH N IN6.4-6o'P:oI VG DEPT.
APPLICANT: �t✓ (L�/'% PA-rJ 1 e S e p51 ZC), 8
PROJECT NAME: E��(zCxl wA-t�` � - ��A-C.ty A-r PAD 'r--ma e'
COMPLETE LOCATION OF PROPERTY: 1s1 l3iGt (^nMO IZJrcLo LGa��f
OWNER OF RECORD ON LAND RECORDS: WNtA<- Lt,
OWNER ADDRESS: Wit Sy t—M— 5,63 W(14 S'Zx- cr 0(p'o
GIS PIN # /S3 oaa CS I ZONE CrP
NAME, ADDRESS, TELEPHONE &EMAIL ADDRESS OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED:
3�
CSt' t�3d ��O- (�9 3 c �(�n+� Estimated presentation time:
S .Gam
THIS APPLICATION IS FOR: (Check all that apply):
❑ Zone Change to (Public Hearing and Certificate of Mailing Required)
❑ Open Space Subdivision/Resubdivision (Public Hearing and Certificate of Mailing Required)
❑ Subdivision ❑ Minor ❑ Major
❑ Resubdivision (Public Hearing Required) ❑ Minor ❑ Major
❑ Conditional Subdivision
❑ Special Exception to Table (Public Hearing and Certificate of Mailing Required)
;R Site Plan of Development >t3qew ❑ Modification Building(s) Sq Ft 'lg5
❑ General Plan of Development
❑ Dept of Motor Vehicle License - State Hearing per Section 14-55 for
❑ Earth Filling (Sec. 7.6) and/or Earth Removal (Sec. 7.16) (Public Hearing and Certificate of Mailing Required)
❑ Regulation Amendment ❑ Zoning ❑ Subdivision -Attach proposed amendment (Public Hearing Required)
❑ Temporary and Conditional Permit (Public Hearing Required) for
❑ Temporary and Conditional Permit Renewal for
❑ Detached In Law Apartment or ❑ Accessory Apartment (Public Hearing and Certificate of Mailing Required)
❑ Major Home Occupation (Certificate of Mailing Required) for
❑ Other (explain in detail)
*An Application Pending Sign is required to be posted on the property for all applications ten (10) days
prior to being heard by the Commission.
Signa r A icant Signat e of Property Owner
Prin ame of Applicant Print Name of Property Owner
Revised 2/2014
. Architecture L�Alll,,M'
Engineering An Employee-Owned Company
Environmental
Land Surveying T
Companies
TRANSMITTAL
DATE November 23,2015
ATTENTION Michele Lipe-Town Planner
COMPANY Town of South Windsor
ADDRESS 1540 Sullivan Street
_...._..._._......_._..... ..._................_...__...__..._._.._.-.___......_......_..._.............._._................_.........._-...... ... - ......._...........
._._
South Windsor, CT 06074
FROM Dominic Celtruda, PLA, AS/13C4560-B
EMAIL dceltruda@blcom anies.c
_. ... _..
Evergreen Walk Tenant SpE
PROJECT NAME _ � _. ....... . . .... .. ..PROJECT NUM
SUBJECT Planning and IWA/CC Submission
WE ARE SENDING YOU:
®Attached ®Plans ❑ Prints ❑Application for payment
❑Via FeclEx ❑Specifications ❑Shop drawings ❑Change order
❑Under separate cover ❑Copy of letter ❑Samples ®Other-See below
COPIES DATE NO. DESCRIPTION
1 71/18/15 ------ Check for$570.00 IWA/CC and Planninq submission fee
15 As shown ------ IWA/CC application form and soils report
1 As shown ------ PZC Application Form
4 1 1/21/15 ----- Drainage Computations 2 for IWA/CC and 2 for PZC
2 As shown ----- Direct Abutter Notification, Certificate of mailing and copy
of letter
2 As shown ------ PZC Site Plan Check List-including Architectural review
6 1 1/23/15 ------ Site Plan/Subdivision Plan including landscaping and
architectural plans 93 for IWA/Cc and 3 for PZC
THESE ARE TRANSMITTED as checked below:
®For approval ❑ No exceptions taken ❑ Resubmit ❑ For distribution
❑For your use ❑Furnish as corrected ❑Submit ❑ Corrected prints
❑As requested ❑Revise&resubmit ❑ Return
®For review&comment ❑ Rejected ❑Prints returned after loan to us
❑ For bids due: ❑ Resubmit for record ❑
REMARKS:
._...._ ........ ._... _ . ...... .. ...... .. ............ ............ .._... . . ......... _.........._.
.. . ................ _..._.
_.._ ............ ... ..... . . ..... ._....... ..,............ ...... .......... ................ ..._............. ........ .... ...._._... ... _.................... ........
......... ........... .... . . ....... . ... .... . .. . _....... . ......._. .. . . ..._.. _.....
........... _....._.. ..... ........ . ........... .. ....................._ . ...... .. ..... ..... .... . . ........ ... . ..-
.........
COPY TO
150 Trumbull Street,61h Floor • Hartford,CT 06103 T(860)249-2200 F(860)249-2400 www.blcompanies.com
t
TOWN OF SOUTH WINDSOR CHECKLIST
REQUIRED INFORMATION SITE PLANS
APPLICANT �L, Cs�MP•�N t _ pax,ct� c Ec Gelf���.�
PROJECT NAME PE�UyC`=-t+LJ
This checklist must be signed by plan preparer (P.E./L.S.) declaring that all required information
is provided. Items 1-7 are required for all applications; items 8-11 required where appropriate.
Check mark for each item supplied.
1. On each sheet for plans or maps, title block with the following information:
a. Name, address and telephone of applicant.
b. Name, address and telephone number of Land Surveyor or Professional
Engineer.
c. Name of Development.
d. Date when drawings were made.
2. Key Map: An overall map drawn to a scale of 1 inch equals either 100 feet or
200 feet. This map will show the overall design of the Development and
surrounding property within 500 feet.
a. Data block which gives needed zoning information such as percentage of
lot coverage, acreage of tract, number of apartment units, parking
requirements, etc.
b. Outline of buildings.
c. Layout of streets.
d. Surrounding properly boundaries-within 500 feet.
e. Names of abutting property owners.
f. Proposed open spaces and recreation areas.
g. Driveway cuts on abutting properties and any properties across from
proposed site.
h. Distance to and name of nearest intersection street.
3. Architectural Elevations: See attached checklist for Architecture and Design
Review.
1
4. Plot Plan: A layout map of the proposed site drawn to a scale of 1 inch equals
40 feet on either of the following size sheets: (1) 24" x 36" with a 3/4" ruled
margin; (2) 18"x 24" with a 1/2" ruled margin, containing the following data:
! � a. Distance and bearings of all boundary lines and acreage of site. Iron pins
required at all property angle points and shown on map.
b. Proposed streets and street lines with center line station, curve data, and
parking spaces.
c. Building lines in accordance with zoning regulations.
d. Proposed buildings and other structures, including signs, outside lighting,
and dumpsters (on concrete pad and screened).
e. Easements, noting grantors, grantees, and purpose must be shown in
table format, e.g. below
Grantor Grantee Type of Date Filed Vol/Pg
Easement
f. Names of abutting property owners.
g. Monuments will be indicated at corners and angles of all streets and at all
points of curvature and tangency. The monumented points within
proposed site shall be coordinated. These coordinates shall appear in
tabular form on the plot plan. The accessibility of these CGS points shall
be determined by the Town Engineer.
[/ h. All open space or other common or public land uses shall be indicated.
i. A-2 certification; P.E./L.S. Seal.
5. Topographic Map: A map drawn to a scale of 1 inch to 40 feet on sheets not
exceeding 24 inches by 36 inches, including ruled margins shall in addition to
the requirements of the plot plans show the following:
c/ a. All existing and proposed buildings.
b. Curb Lines and pavement width, sidewalks.
c. Existing and proposed sanitary sewers.
d. Existing and proposed water and-all existing utilities.
2
e. Present wooded area indicated by foliage lines. Any trees to be saved
should be shown.
f. Existing and proposed contours shall be shown in not less than two-foot
intervals, but in cases of relatively level land, the contours shall be one-
foot intervals and spot elevations.
`✓ g . Regulated wetlands and 100-year floodplain or note that none are
present.
h. Proposed storm drainage system, showing all catch basins, endwalls,
manholes, lengths and sizes of pipes and elevations of structures.
(Maximum distance between catch basins shall be 300 feet and minimum
size of storm drain lines shall be 15 inches, within Town ROW.) If
plan/profile sheet is provided all of this does not need to be shown. Only
top of frame elevations and inverts of open discharge pipe shall be shown
on this plan.
i. Connections of all springs into proposed storm drainage system as
needed.
j. Location and indications of existing brook channels, and 100-year flood
limits.
k. A-2 &T-2 Certification; P.E &L.S. Seals.
b. Landscaping plan
7. Drainage calculations: - Zero Runoff Increase per attached guidelines.
8. Traffic Report
✓ 9. Site Lighting Plan
10. Plans and Profiles: A plan and profile of the proposed streets drawn on
plan/profile paper of scales 1 inch to 40 feet horizontally, and 1 inch to 4 feet
vertically on sheets not exceeding 24 inches by 36 inches, including ruled
margins and containing the following:
a. Layout of streets in sections coordinated by stations with the profile.
� b. Street plan showing roadways, drainage, sanitary sewer (including house
sewer), foundation drains, lot lines, buildings including all utilities with
elevations (top frame and inverts), size, type, length, slopes of pipes.
c. Sight line at driveway&street intersections.
3
d. Profile of roadway showing existing and finished grades. Roadway profile
will show all tangent grade and all vertical curve information.
Al e. Profile will show all catch basins and all drainage lines between catch
basins with all invert and top of frame elevations, sizes, lengths and
slopes of pipes.
f. Where any storm drainage line discharges into an existing brook sufficient
profile of this brook will be shown to determine conditions.
g. CGS datum shall be used on all sites accessible to these controls. The
Town Engineer shall, based on standard engineering practices, determine
the accessibility of these controls.
N� h. Profiles shall show all sanitary sewer lines and manholes, including
elevations, (inverts, top of frame) sizes, lengths, and slopes of pipes.
Top of foundation elevations for building shall be shown.
11. Open Space Site Improvement Plans: For sites which require or include a
provision for open spaces, a plan which contains data for site improvement
may be required. This map shall be drawn to a scale of 1 inch equals 40
feet.
Nr� 12. Sanitary Report: Where individual sanitary sewage disposal systems are
proposed, the final plans shall include a Sanitary Report certified by a
Professional Engineer. The report shall demonstrate the feasibility of the
proposed individual systems.
x 2j
PLA ARER (P.E./LS.) DATE
February 2002; Rev. 4-04
4
NAME:
LOCATION: /Q PAO �� �ir�s,Nt � �7Y
TYPE OF PROJECT:
Ap �aC�E LU
ARCHITECTURAL AND DESIGN REVIEW COMMITTEE CHECKLIST
The following items must be submitted, in accordance with Section 9.1 of the Zoning
Regulations at the time of a site plan application for an industrial or commercial building, or
high density housing.
1. Site plan of the property (per Section 8 of the Zoning Regulations)
2. Architectural elevations of the proposed buildings
3. Types, styles and colors of building materials, exterior facades and facing, and
fenestrations (samples suggested)
4. Special architectural features (if applicable)
5. Colors, materials, and location of lighting
6. Design of signs
7. Mechanical hardware proposed on or around the building and roof, including trash
compactor, and auxiliary storage areas
8. Landscape plan indicating location, types, sizes, and quantities of proposed plant
materials
9. Lighting Plans (per Section 17.22.1.A.1-4 Submission requirements)
All of the above-requi information/materials have been provided.
Signat Date
Please be aware that missing information or incomplete information may
result in a delay in action by the Committee on this application.
Revised December 20, 2000
RECEIVE®
Architecture NOV �3 2015
allEngineering
Environmental SOUTH V4NDSOR PLANNING DEPT,
� Land Surveying
Companies
Stormwater Management Report
And
Stormwater Pollution Control Plan
Evergreen Walk— Building Pad 500E
BL Project No.: 13C4560-B
Prepared for
Town of South Windsor
Land Use Agencies
Prepared by
BL Companies, Inc.
160 Trumbull Street, Floor 6
Hartford, CT 06103
November 12, 2015
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Table of Contents
Topic Page
Executive Summary 3
1. Existing Site Conditions and Master Plan 4
2. Developed Site Conditions 5
3.Summary of Utilities 6
4.Storm Water Management 6
A. Master Plan Drainage Patterns 6
B. Proposed Drainage Patterns 6
C. Pipe Sizing Calculations 6
D. Summary of Stormwater Impacts 7
Conclusions 7
LIST OF APPENDICES
Appendix A: Figures&Reports
Figure 1: USGS Site Location Map
Report 1: Site Operations and Maintenance Plan
Report 2: Stormwater Pollution Control Plan
Appendix B: Drainage Maps
Proposed Sub-catchment Drainage Areas
Appendix C: Post-development Hydraulics
Hydraulic Reports (StormCAD): 10-year storm
2
i r
Executive Summary
This project consists of one building pad site, building pad 500E, of the master planned retail
development"The Promenade Shops at Evergreen Walk". The building pad site contains
approximately 1.61 acres of the entire development parcel with a total area of approximately
48.35 acres. This project is a re-design of an area previously designed and approved in the
master plan layout.
The site to be developed currently consist of bituminous concrete parking and lawn area. The
ground generally slopes from east to west. Stormwater is currently collected by two existing
catch basins; the structures of which are proposed to remain with the frames reset to proposed
elevations. The western most catch basin has one inlet pipe and one outlet pipe; a portion of the
inlet pipe is proposed to remain and be re-used while maintaining its existing invert elevation,
the outlet pipe is also to remain and be unaffected by development to tie the stormwater
discharge into the existing system.
As a master planned development, the existing stormwater management system has been
designed to convey they stormwater discharge from the previous developed site conditions. The
current proposed site development will not increase the amount of impervious ground cover on-
site, which shall remain at 0.91 acres of impervious area and 0.70 acres of pervious area, in an
effort to ensure that the existing stormwater management system will be adequate in the fully
developed condition subsequent to the master plan approval.
The proposed building is to have domestic water, sanitary sewer, natural gas, electric, and
telecommunications services connections. Domestic water shall be connected from an existing
2"ductile iron service installed beneath Hemlock Avenue at the intersection with Buckland Road
as part of the master plan construction activities. Sanitary sewer laterals shall be 6" PVC pipe
and intersect the existing sanitary sewer system with a new sanitary manhole on the western
side of the site. A natural gas connection is to be connected to an existing service line to the
east, beneath Buckland Road, the size and exact location of the proposed service lateral are to
be coordinated with the local service provider. Electrical and telecommunications services shall
be connected at an existing transformer and telephone box located adjacent to the existing
eastern curb of the existing parking.
This report has been prepared to complement the submitted project plans as well as to
represent the technical basis for the stormwater management system designs presented herein.
In consideration of the overall project, we conclude that all technical drainage requirements and
design parameters set forth by the Town of South Windsor under the master plan approval and
the State have been met.
Water Quality Best Management Practices (BMP's) have also been incorporated in this design
and include catch basins with deep sumps and hooded catch basin outlets which will connect to
the existing closed drainage system previously sized and installed under the master plan.
3
P
1. Existing Site Conditions and Master Plan
The project site is located in South Windsor, Connecticut. The coordinates for the approximate
center of the project are Latitude 41.81458 N and Longitude 72.55443 W.
This project consists of on p � e buildingad site building ad 500E f p g p , o the master planned retail
development"The Promenade Shops at Evergreen Walk". The building pad site contains
approximately 1.61 acres of the entire development parcel with a total area of approximately
48.35 acres. This project is a re-design of an area previously designed in the master plan
layout.
The site to be developed currently consist of bituminous concrete parking and lawn area, and is
bordered by Buckland Road to the east. The ground generally slopes from east to west.
Stormwater is currently collected by two existing catch basins; the structures of which are
proposed to remain with the frames reset to proposed elevations.
Aerial Image of existing site conditions
As part of the Promenade Shops master plan developed in 2003, this site was proposed to
accommodate a retail building with a footprint of 7,000 square feet and required parking. The
previously proposed ground coverage was 56.5% impervious; 0.91 acres of impervious area
and 0.70 acres of pervious area. A subsurface stormwater drainage system was developed to
convey water under these conditions, and was installed on-site.
4
' (
2. Developed Site Conditions
The proposed site condition accommodates a 7,385 square foot retail building, including a
Panera Bread bakery-cafe and two retail tenant spaces, and associated bituminous concrete
parking area.
In an effort to utilize the existing stormwater drainage system without the need to replace pipes
or structures downstream from the project site, the effective imperious area currently proposed
matches the impervious area proposed in the 2003 master plan. The 1.61 acre site shall be 0.91
acres of impervious area and 0.70 acres of pervious area, being 56.5% impervious overall. This
will ensure that stormwater volumes and flow entering the existing system from the newly
developed site will not surcharge the system or have any downstream impacts. Stormwater is
currently collected by two existing catch basins; the structures of which are proposed to remain
with the frames reset to proposed elevations. The western most catch basin has one inlet pipe
and one outlet pipe; a portion of the inlet pipe is proposed to remain and be re-used while
maintaining its existing invert elevation, the outlet pipe is also to remain and be unaffected by
development to tie the stormwater discharge into the existing system. In addition to the two
existing basins, 3 additional catch basins shall be installed onsite to adequately collect and drain
stormwater from all surfaces.
3. Summary of Utilities
Water Distribution —Domestic water shall be connected from an existing 2" ductile iron service
installed beneath Hemlock Avenue at the intersection with Buckland Road as part of the master
plan construction activities.
Sanitary Sewer System —Sanitary sewer laterals shall be 6" PVC pipe and intersect the
existing sanitary sewer system with a new sanitary manhole on the western side of the site
Storm Sewer System - Stormwater is currently collected by two existing catch basins; the
structures of which are proposed to remain with the frames reset to proposed elevations. The
western most catch basin has one inlet pipe and one outlet pipe; a portion of the inlet pipe is
proposed to remain and be re-used while maintaining its existing invert elevation, the outlet pipe
is also to remain and be unaffected by development to tie the stormwater discharge into the
existing system.
The storm sewer system shall be designed in accordance with the Connecticut Department of
Energy & Environmental Protection (CTDEEP) "2002 Connecticut Guidelines for Soil Erosion
and Sediment Control" and the CTDEEP "2004 The Connecticut Stormwater Quality Manual".
Natural Gas System — A natural gas connection is to be connected to an existing service line
to the east, beneath Buckland Road, the size and exact location of the proposed service lateral
are to be coordinated with the local service provider.
Electric/Communication/Cable TV— Electrical and telecommunications services shall be
connected at an existing transformer and telephone box located adjacent to the existing eastern
curb of the existing parking. Service will require (8) 4" PVC SCH. 80 conduits for CATV and (2)
4" PVC SCH. 80 conduits for electric.
5
4. Storm Water Management
A. Master Plan Drainage Patterns
Under the 2003 master planned conditions, stormwater runoff flows in a southwesterly direction
across the site, starting from the top of slope at Buckland Road. The impervious parking area
runoff is collected by two existing catch basins and conveyed into the development's main
stormwater management system. Runoff from the lawn area infiltrates or flows into adjacent
interior development roads and then into roadside catch basins.
The total drainage area studied totals 1.61 acres and has an impervious cover percentage of
approximately 56.5% based off of the master planned condition.
The soils in the area of the site are classified by United States Department of Agriculture Natural
Resources Conservation Service and consist primarily of type"B" rated soils.
B. Proposed Drainage Patterns
The proposed site construction and study still encompass the same tributary drainage area of
the 1.61 acres as mentioned in the previous master plan conditions section and has an
impervious cover percentage of approximately 56.5%.
In order to mimic the master plan conditions the site generally slopes in a southwesterly
direction and utilizes existing stormwater drainage structures to tie into the development's
existing system. All impervious area drains to one of five proposed catch basins. Lawn area on
the western side of the proposed parking lot slopes towards the existing development interior
roadway, where runoff from the lawn area will be collected in roadside catch basins.
The proposed stormwater drainage system was modeled and analyzed using the 10-year storm
event. Refer to Appendix C for StormCAD hydraulic reports.
C. Pipe Sizing Calculations
The hydraulic study of the on-site drainage system has been designed to comply with the
requirements set in the State of Connecticut Department of Transportation Drainage Manual.
The proposed drainage systems have been sized to convey the 10-year storm event to their
respective discharge points without ponding or surcharging above the catch basin/manhole
grates. Connecticut Rainfall Intensity-Duration (Table B-2.1)was utilized. The site drainage
system improvements have been designed to comply with the requirements set forth in the
State of Connecticut Department of Transportation Drainage Manual, dated 2000, as amended.
Drainage areas contributing to each catch basin have been determined and are found in
Appendix B.
Tailwater elevations for the stormwater management areas and flared end sections is based on
the 10-year design storm.
StormCAD version 8i by Haestad Methods, utilizing the Rational Method, was used to model the
proposed drainage system. Calculation data can be found in Appendix C.
6
i c
The minimum pipe size maintained onsite is 12" under pavement and lawn areas.
D. Summary of Storm Water Impacts
With the implementation of the drainage system designed for this project, there will be no
negative impacts on downstream properties or off-site storm drainage systems from the
proposed development.
Existing runoff discharge points will be maintained in the proposed design and appropriate
measures are included to ensure that drainage will continue to flow to existing locations.
The on-site drainage collection system is sized for the 10-year storm to operate without ponding
or surcharging and numerous measures have been implemented to improve stormwater quality
including catch basin sumps and hooded outlets.
Conclusions
This report, as noted above, has been prepared to compliment the submitted project plans as well
as to represent the technical basis for the designs presented herein. In consideration of the overall
project we conclude that all technical concerns and design parameters set forth by the Town and
State, as presently identified, have been fully met.
7
x
Appendix A: Figures & Reports
Figure 1: USGS Site Location Map
Report 1: Site Operations and Maintenance Plan
Report 2: Stormwater Pollution Control Plan
8
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USGS SITE LOCATION MAP Drawn C.J.L.
Checked
.� EVERGREEN WALK-TENANT SPACE AT PAD 500E Approved 151 BUCKLAND ROAD Scale 1"=1000' FIGURE 1
Project No. 13C4560—B
SOUTH WINDSOR, CONNECTICUT 06074 Date 11/11/2015
CAD I'le LOC13C4560—B01
Xref (a): ; XZ13C456001
1 y
Site Operations and Maintenance Plan
For the Proposed:
Evergreen Walk Tenant Space at Pad 500E
Located at:
Buckland Street
South Windsor, CT
Prepared for Submission to:
Town of South Windsor
Land Use Agencies
November 12, 2015
Prepared by.•
BL Companies
150 Trumbull Street
Hartford, Connecticut 06103
Phone: (860) 249-2200 Fax (860) 249-2400
� , L
Operations &Maintenance Plan November 12, 2015
Evergreen Walk Tenant Space at Pad 500E
South Windsor, Connecticut
Table of Contents
GeneralOverview........................................................................................................................................1
Purpose &Goals.......................................................................................................................................1
ResponsibleParties..................................................................................................................................1
List of Permits&Special Conditions.........................................................................................................1
MaintenanceLogs and Checklists............................................................................................................2
Forms........................................................................................................................................................2
EmployeeTraining....................................................................................................................................2
SpillControl...............................................................................................................................................2
StormWater Management..........................................................................................................................2
SystemComponents................................................................................................................................2
CatchBasins and Manholes.....................................................................................................................3
SiteMaintenance.........................................................................................................................................3
ParkingLots..............................................................................................................................................3
Landscaping .............................................................................................................................................3
TrashCollection........................................................................................................................................4
OutdoorStorage.......................................................................................................................................4
SnowRemoval&Storage.........................................................................................................................4
Utilities.........................................................................................................................................................4
SanitarySewer System ............................................................................................................................4
WaterSystem...........................................................................................................................................4
Gas\Electric\Telephone\Cable TV System...............................................................................................4
SiteLighting..............................................................................................................................................5
, C
Operations & Maintenance Plan November 12, 2015
Evergreen Walk Tenant Space at Pad 500E
South Windsor, Connecticut
General Overview
This project consists of one building pad site, building pad 500E, of the master planned retail
development"The Promenade Shops at Evergreen Walk". The building pad site contains
approximately 1.61 acres of the entire development parcel with a total area of approximately
48.35 acres. This project is a re-design of an area previously designed in the master plan
layout.
The site to be developed currently consist of bituminous concrete parking and lawn area. The
ground generally slopes from east to west. Stormwater is currently collected by two existing
catch basins; the structures of which are proposed to remain with the frames reset to proposed
elevations. The western most catch basin has one inlet pipe and one outlet pipe; a portion of the
inlet pipe is proposed to remain and be re-used while maintaining its existing invert elevation,
the outlet pipe is also to remain and be unaffected by development to tie the stormwater
discharge into the existing system.
As a master planned development, the existing stormwater management system has been
designed to convey they stormwater discharge from the previous developed site conditions. The
current proposed site development will not increase the amount of impervious ground cover on-
site, which shall remain at 0.91 acres of impervious area and 0.70 acres of pervious area, in an
effort to ensure that the existing stormwater management system will be adequate in the fully
developed condition.
The following Operations and Maintenance Plan was prepared specifically for this site
development in South Windsor, Connecticut. The Plan was developed to satisfy the South
Windsor Inland Wetland and Watercourse and Zoning Commissions.
Purpose & Goals
The purpose of this Manual is ensuring that the site is operated in accordance with all approvals
and permits. The primary goal is to inform all the property managers about how the system
operates and what maintenance items are necessary to protect downstream wetlands and
watercourses. The secondary goal is to provide a practical, efficient means of maintenance
planning and record keeping to verify permit compliance.
Responsible Parties
The property owner will be responsible for implementing the Plan on the entire property. The
party may retain a management company to oversee the maintenance of the site.
Some utilities located on the site will be owned and maintained by the various utility companies
in accordance with their standards. The property owner may maintain the service connections.
List of Permits & Special Conditions
The site will receive a number of permits, which may contain special conditions that require
compliance by the owners and maintenance contractors. These permits may include the
following:
Page 1
Operations&Maintenance Plan November 12, 2015
Evergreen Walk Tenant Space at Pad 500E
South Windsor, Connecticut
Town of South Windsor:
Planning and Zoning Commission: Site Plan Approval.
Inland Wetlands and Water Course Commission: While no wetlands are anticipated to
be disturbed, construction activities will be greater than one half acre, which will trigger a
review by the conservation commission.
State of Connecticut:
There are no anticipated State of Connecticut permits necessary.
Maintenance Logs and Checklists
The property owner will keep a record of all maintenance procedures performed, date of
inspection/ cleanings, etc. Copies of inspection reports and maintenance records shall be kept
on site in the facility manager's office once it is established.
Forms
The following forms will be developed for annual maintenance. Copies of the forms will be kept
on-site as part of the Storm Water Management Plan.
• Annual Checklist
• Quarterly Checklist
• Monthly Checklist
Employee Training
The site will have an employee-training program, with annual up-dates, to ensure that the
employees charged with maintaining the site do so in accordance with the approved permit
conditions. All sub-contractors (Vactor, landscaping, snowplowing, etc.) will be informed of
requirements and responsibilities.
Spill Control
The tenant will have a spill control program. That program will be updated annually and
incorporated into the employee-training program.
Storm Water Management
System Components
The storm water management system has several components that are shown on the Grading
and Drainage drawing (GD-1), and they perform various functions in treating storm water runoff:
Catch Basins are inlets, which trap road sand and floatable debris prior to draining through the
storm sewer system. The proposed catch basins (CBs) are equipped with deep sumps with
sump depths 4' below the outlet pipe, and hoods over the outlet pipes.
Page 2
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Operations &Maintenance Plan November 12, 2015
Evergreen Walk Tenant Space at Pad 500E
South Windsor, Connecticut
Catch Basins and Manholes
The property owner is responsible for cleaning the catch basins and manholes on the property.
A Connecticut Licensed hauler shall clean the sumps, and dispose of removed sand legally.
The road sand may be reused for winter sanding, but may not be stored on-site. As part of the
hauling contract, the hauler shall notify the property owner in writing where the material is being
disposed.
Each catch basin shall be inspected every four months, with one inspection occurring during the
month of April. Any debris occurring within one foot from the bottom of each sump shall be
removed by Vacuum "Vactor"type of maintenance equipment.
During the inspection of each of the catch basin sumps, the hoods (where provided) on each of
the outlet pipes shall also be observed. In the event that a hood is damaged or off the hanger, it
shall be reset or repaired.
Site Maintenance
Parkina Lots
Parking lots, driveways and sidewalks shall be swept regularly by the property owner to clean
trash and other debris. The property owner will sweep parking lots on its property in the spring
to remove winter accumulations of road sand.
Landscaping
The property owner will maintain landscaped areas. Normally the landscaping maintenance will
consist of pruning, mulching, planting, mowing lawns, raking leaves, etc. Use of fertilizers and
pesticides will be controlled and limited to minimal amounts necessary for healthy landscape
maintenance.
Soil tests, possibly by the Connecticut Cooperative Extension Service, will be performed prior to
fertilization. Trees, shrub and lawn fertilization will be done according to the recommendations
of the soil test report. Liming of lawn areas to control pH will be done in the spring if testing
indicates that it is necessary. The detention basin, drainage channels, and low-maintenance
slopes will not be fertilized following initial planting and stabilization.
The lawn areas, once established, will be maintained at a typical height of 2'/2"-3". This will
allow the grass to be maintained with minimal impact from weeds and/or pests. The low-
maintenance slope areas will be maintained as a meadow or allowed to revert back to natural
conditions.
Pesticides will only be used as a control method when a problem has been clearly identified and
other natural control methods are not successful. All pesticide applications shall be by licensed
applicators, where necessary.
Topsoil, brush, leaves, clippings, woodchips, mulch, and other material shall be stored off site.
Page 3
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Operations&Maintenance Plan November 12, 2015
Evergreen Walk Tenant Space at Pad 500E
South Windsor, Connecticut
Trash Collection
All trash will be contained in a self-contained trash compactor on site with access to an exterior
door. The self-contained trash compactor will be enclosed. All trash will be collected on a
regular basis and disposed of legally off-site.
Outdoor Storage
There will be no outdoor storage of hazardous chemicals, fertilizer, pesticides, or herbicides
anywhere in the site.
Clean wooden pallets and baled cardboard may be stored outside periodically. These items will
be removed from the site on a regular schedule.
Snow Removal & Storage
Snow shall be shoveled and plowed from sidewalks, driveways and parking areas as soon as
practical during and after winter storms and stormed in snow storage areas on site where
practical.
Utilities
Sanitary Sewer System
On-Site Collection Sewer: The property owner will annually inspect the manholes within the on-
site sewer system on the property, and check for debris and blockage. Any low-flow lines with
accumulations will be cleaned with water-jetting.
Water System
The on-site mains, fire hydrants, and off-site mains will be owned and maintained by others.
The property owner will be responsible for maintaining the domestic and fire service lines to the
buildings.
Gas\Electric\Telepohone\Cable TV System
The electric system will be owned and maintained up to the switches and transformers by
Eversource (aka CL&P). The gas system on site will be owned and maintained by the property
owner and gas will be provided by Eversource (aka Yankee Gas). The property owner will
maintain the secondary lines from the transformers to the buildings. The telephone system will
be owned and maintained by Frontier (aka AT&T) up to the buildings. The cable TV system will
be owned and maintained by Comcast of Connecticut.
Site Lightinq
The property owner is responsible for maintaining the parking lot, driveway and building-
mounted lights on the property.
Page 4
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STORMWATER POLLUTION CONTROL PLAN
Evergreen Walk— Building Pad 500E
South Windsor, CT
November 12, 2015
This Stormwater Pollution Control Plan(SPCP)is prepared to comply with the requirements for the General Permit for
Stormwater Discharges(GPSD)from Construction Activities. Also to be considered part of the SPCP are the proposed
construction plans,special provisions,and the Connecticut Department of Transportation's"Standard Specifications for Roads,
Bridges and Incidental Construction"(Form 816)including supplements thereto and the 2002 Connecticut Guidelines for Soil
Erosion and Sediment Control
t
Stormwater Pollution Control Plan
Table of Contents
1. Site Description..........................................................................................................................1
SiteDescription................................................................................................................................ l
EstimatedDisturbed Area................................................................................................................ 1
Estimated Runoff Coefficient.......................................................................................................... 1
ReceivingWaters............................................................................................................................. 1
Extent of Wetlands on Site..............................................................................................................2
2. Construction Sequencing ..........................................................................................................2
3. Control Measures......................................................................................................................3
Erosion and Sedimentation Controls ...............................................................................................3
Soil Stabilization and Protection......................................................................................................4
Temporary Stabilization Practices...................................................................................................4
Permanent Stabilization Practices....................................................................................................4
Maintenance.....................................................................................................................................5
4 Dewatering Wastewaters............................................................................................................6
DewateringGuidelines.....................................................................................................................6
5. Post-Construction Stormwater Management.........................................................................7
Post-construction Guidelines...........................................................................................................7
Post Construction Performance Standards.......................................................................................7
6. Other Controls...........................................................................................................................7
WasteDisposal ................................................................................................................................7
WashoutAreas.................................................................................................................................7
Anti-tracking Pads and Dust Control...............................................................................................8
Post-Construction.............................................................................................................................8
Maintaining and Storing Vehicles and Equipment..........................................................................8
7. Inspections.................................................................................................................................9
InspectionGuidelines.......................................................................................................................9
8. Keeping Plans Current...........................................................................................................10
Revisions to Stormwater Pollution Control Plans: ........................................................................ 10
9. Monitoring Requirements.......................................................................................................10
10. Contractors.............................................................................................................................10
CertificationStatement.................................................................................................................. I I
1. Site Description
Site Description
This project consists of the construction of one building pad site, building pad 500E, of the
master planned retail development"The Promenade Shops at Evergreen Walk". The building
pad site contains approximately 1.61 acres of the entire development parcel with a total area of
approximately 48.35 acres. This project is a re-design of an area previously designed in the
master plan layout.
The purpose of this project is to develop a previously master planned, but not constructed portion
of a retail complex.
Site work includes the demolition of the existing pavement in this area and the construction of a
retail building and associated parking areas and utility infrastructure.
Estimated Disturbed Area
The total area for this project site is 1.61 acres. Of this area, 1.20 acres will be disturbed by
construction activities.
Estimated Runoff Coefficient
The runoff coefficient assumed for building and pavement is 0.9. For the pervious areas,a coefficient
of 0.3 was assumed.
Master Plan Condition
(0.70 ac.x 0.3)+(0.91 ac.x 0.9)=0.64
0.70 ac. +91 ac.
Current Site Design Condition
(0.70 ac.x 0.3)+(0.91 ac.x 0.9)=0.64
0.70 ac.+91 ac.
Receiving Waters
1
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The stormwater discharge from the site was included in the approved (2003) and previously
constructed master plan for the Promenade Shops at Evergreen Walk. This development will connect
to the existing stormwater management system
Extent of Wetlands on Site
The overall Master Plan area for the Promenade Shops at Evergreen Walk is adjacent to existing
wetlands on site, however the portion of the site that is being constructed is not adjacent to any
wetlands.
2. Construction Sequencing
The contractor will be given approximately 9 months for the construction of all phases of the project.
The suggested sequence of construction is as follows:
1. Conduct a preconstruction meeting.
2. Install construction fence to minimize disruptions to existing occupants on the site
and separate construction activities from the remainder of the site to allow data
center to remain open for business.
3. Construct construction entrances/exits and wrap filter fabric around grates of catch
basins or install silt sacks on catch basin inlets on adjacent roads which could be
impacted by the construction activities. Install silt fence and other erosion control
devices indicated on these plans at perimeter of proposed site disturbance and
install all erosion control measures and tree protection indicated on these plans.
Install sediment traps/basins where required at low areas of site or as ordered by
the engineer or as shown on these plans.
4. Clear and grub lot area.
5. Stockpile topsoil. Install erosion controls at stockpiles.
6. Site demolition and removal. Pavement removal as noted within limits of the
construction fence. Protect other pavements while within this construction stage.
7. Install subsurface utilities.
8. Prepare subgrade for lot and install crushed/processed stone at lot.
9. Construct building pad and associated sidewalks.
10. Immediately upon discovering unforeseen circumstances posing the potential for
accelerated erosion and/or sediment pollution, the operator shall implement
appropriate best management practices to eliminate the potential for accelerated
erosion and/or sediment pollution.
11. Throughout construction sequence, remove sediment from behind silt fences, hay
bales and other erosion control devices, and from sedimentation basins and
sediment traps as required. Removal shall be on a periodic basis (every significant
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a
rainfall of 0.5 inch or greater). Inspection of erosion control measures shall be on a
weekly basis and after each rainfall of 0.5 inches or greater. Sediment collected
shall be deposited and spread evenly upland on slopes during construction.
12. Grade grass slopes and immediately stabilize. Establish turf, per plan, on all
remaining disturbed areas. Install landscaping.
13. Remove erosion controls when it is determined that disturbed areas have been
stabilized. (This determination will be made by the Engineer).
14. All post-construction stormwater structures shall be cleaned of construction
sediment and any remaining silt fence shall be removed prior to the filing of the
"Notice of Termination Form".
15. Perform project cleanup.
The overall construction sequencing activities are to create approximately 1.20 acres of
disturbance. If the construction sequencing activities create an area of disturbance between two
(2) acres and five (5) acres per discharge point, the Contractor must submit to the Engineer a
revised SWPCP for review and approval. The SWPCP must include locations of the temporary
sedimentation trap per discharge point with a capacity to contain 134 cubic yards per acre of
material in accordance with the 2002 Guidelines. The Contractor shall provide an inspection and
maintenance plan for the temporary sedimentation trap as part of the amended SWPCP.
3. Control Measures
Erosion and Sedimentation Controls
The contractor will assign a party responsible for the oversite and compliance of the erosion and
sedimentation control measures to ensure compliance with the provisions of the Standard
Specifications.
The following timelines will be followed for the proposed construction activities:
• If construction activities are complete or have been temporarily halted for more than
seven(7) days, stabilization activities will be implemented within three (3) days.
• Areas that remain disturbed but inactive for at least 30 days shall receive temporary
seeding or soil protection within seven (7) days.
• Disturbed areas that do not establish a vegetative cover within 30 days of seeding shall
have erosion control blankets installed. Prior to the erosion control blanket installation,
the soil would be prepared with the application of lime, fertilizer, and seed.
• Areas that will be disturbed past the planting season will be covered with a long-term,
non-vegetative stabilization method that will provide protection through the winter.
3
f
• Stabilization practices will be implemented as quickly as possible in accordance with the
Guidelines.
• The Contractor shall stabilize disturbed areas with temporary or permanent measures as
quickly as possible after the land is disturbed. Requirements for soil stabilization are
detailed in Form 816 Section 1.10.03,Best Management Practices.
Soil Stabilization and Protection
Temporary Stabilization Practices
• Erosion Control Matting: On slopes steeper than 3:1 erosion control matting shall be used
to stabilize the topsoil.
• Silt Fence: Silt fence shall be placed at the base of embankment
• Wattles: Sediment from areas receiving minimal amounts of disturbed ground runoff
shall be intercepted with wattles.
• Catch Basin Protection (Silt Sack): Silt sacks shall be install in all existing and proposed
catch basins receiving runoff from disturbed areas.
• Anti-Tracking Pads: Construction entrances (gravel anti-tracking_pads) shall be
constructed at truck access points to off—road route.
• Dust Control: Routine sweeping and application of dust suppression agents including
water and calcium chloride, over exposed subbase shall be completed for dust control.
Stabilization practices shall be implemented no more than three days after completion, as final
grades are reached, or if work has been suspended for more than seven days.
Temporary seeding shall be spread over any disturbed areas which will remain inactive for at least
30 days. Areas to remain disturbed through winter shall be protected with non-vegetative
stabilization measures. The Contractor must provide an Erosion and Sedimentation Control plan
for each winter season during construction operations.
The Contractor may use other controls in the project as necessary if they conform to the 2002
Connecticut Erosion and Sedimentation Guidelines and are approved by the Engineer. The
contractor will be required to provide the necessary details for any erosion controls not specifically
called for on the project plans.
During construction, all areas disturbed by the construction activity that have not been stabilized,
structural control measures, and locations where vehicles enter or exit the site shall be inspected
at least once every seven calendar days. These areas shall also be inspected within 24 hours
following any storm in which 0.5 inches or greater of rain occurs.
Permanent Stabilization Practices
• Permanent seeding: All exposed disturbed area is to be permanently seeded as specified.
4
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• Erosion Control Blankets: On slopes steeper than 3:1 erosion control blankets (aka erosion
control matting) shall be used to stabilize the topsoil.
All new embankments disturbed by construction and unpaved areas that are graded or disturbed
by construction will receive erosion control matting, topsoil and/or turf establishment. The
Contractor may use other permanent stabilization practices approved by the Engineer and
conforming to the 2002 Connecticut Guidelines for Erosion and Sedimentation Control.
As shown in the landscaping and erosion control plans, all exposed disturbed area is to receive the
specified seed mix as soon as practical. Temporary seed mix shall be utilized to stabilize sediment
prior to clearing operations as well as stockpiled top soil. Permanent seeding is to commence as
soon as practical after final grading operations.
Maintenance
The proposed project has been designed in accordance with, and complies with the 2002
Connecticut Guidelines for Soil Erosion and Sediment Control (the Guidelines),the 2004
Connecticut Stormwater Quality Manual and Public Act 83-388. Best Management Practices
(BMPs)will primarily consist of E&S controls during construction. Maintenance shall be
performed in accordance with the contract special provisions,permits, and Connecticut
Guidelines for Soil Erosion and Sedimentation Control. The guidelines provide descriptions of
the general maintenance activities required for each of the erosion and sedimentation controls
and structures controls as well as inspection recommendations. However,the contract special
provisions and permits may require more stringent inspection and maintenance intervals than
those specified in the guidelines. In all cases,the more stringent requirements shall govern.
During construction, the Contractor is bound by the conditions set forth in CTDOT's "Standard
Specifications for Roads, Bridges and Incidental Construction",Form 816 (2004). Specifically
Section 1.10 -Environmental Compliance addresses the need for the Contractor to maintain a
stable work area and to coordinate with the National Oceanic and Atmospheric Administration
(N.O.A.A.)weather service for information pertaining to storms. These provisions are fully
described under Items 9 and 10 of the 'Best Management Practices." CTDOT can invoke the
"24-Hour Rule" as prescribed in Section 1.10 of the Standard Specifications in order to force the
Contractor to correct any deficiencies found on the project affecting environmental issues.
The following Maintenance practices will be completed as part of this contract:
• All E&S controls will be inspected daily as well as within 24 hours of storm events to
ensure they are still properly located, anchored, and in good working condition. All
necessary repairs and/or replacements shall be made promptly by the Contractor as
needed. Sediment and debris build-up will be removed by the Contractor as required
based upon the outcome of inspections.
• Perimeter sediment control systems will be inspected daily to ensure they are properly
secured and functioning as designed. Cleaning will occur when accumulated sediments
reach %2 the original height of the silt or haybale fence or as directed by the Project
5
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Engineer. If perimeter fencing is breached at any location,the breach will be immediately
repaired by the Contractor and the repair will be verified by the Project Engineer and/or
the inspecting agent.
Following the completion of construction, the Contractor shall repair any eroded areas as
directed by the Project Engineer. The Contractor shall repair all eroded slopes, displaced
rip rap or geotextile matting, and shall clean any sediment from exposed rip-rap surfaces.
4 Dewatering Wastewaters
Dewatering Guidelines
If encountered, dewatering wastewaters will be infiltrated into the ground unless otherwise
directed by the Engineer. When dewatering is necessary,pumps used shall not be allowed to
discharge directly into a wetland or watercourse. Prior to any dewatering,the Contractor must
submit to the Engineer a written proposal for specific methods and devices to be used, and must
obtain the Engineer's written approval of such methods and devices, including, but not limited to,
the pumping of water into a temporary sedimentation basin,providing surge protection at the
inlet or outlet of pumps, floating the intake of a pump, or any other method for minimizing and
retaining the suspended solids. If the Engineer determines that a pumping operation is causing
turbidity problems,the Contractor shall halt said operation until a means of controlling the
turbidity is submitted by the Contractor in writing to the Engineer, approved in writing by the
Engineer and implemented by the Contractor. No discharge of dewatering wastewater shall
contain or cause a visible oil sheen, floating solids or foaming in the receiving water. If required,
all activities are to be performed in compliance with the Connecticut Department of Energy and
Environmental Protection General Permit for the Discharge of Stormwater and Dewatering
Wastewaters from Construction Activities.
6
5. Post-Construction Stormwater Management
Post-construction Guidelines
After the project is complete,the Department will perform the following maintenance and restorative
measures:
• Litter/debris will be removed from the site regularly.
• Mowing and maintenance of the turf areas and vegetated areas will occur as needed.
Post Construction Performance Standards
This site was previously permitted for the development of this portion of the site. The
impervious cover peak flow increase mitigation and stormwater treatment standards were
constructed under that Master Plan.
6. Other Controls
Waste Disposal
Construction site waste shall be properly managed and disposed of during the entire construction
period. Additionally,
• A waste collection area will be designated. The selected area will minimize truck
travel through the site and will not drain directly to the adjacent wetlands.
Waste collection shall be scheduled regularly to prevent the containers from
overfilling.
• Spills shall be cleaned up immediately.
• Defective containers that may cause leaks or spills will be identified through regular
inspection. Any found to be defective will be repaired or replaced immediately.
• Any stockpiling of materials should be confined to the designated area as defined by
the engineer.
Washout Areas
Washout of applicators, containers, vehicles and equipment for concrete shall be conducted in a
designated washout area. No surface discharge of washout wastewaters from the area will be
allowed. All concrete washwater will be directed into a container or pit such that no overflows
can occur. Washout shall be conducted in an entirely self-contained system and will be clearly
designed and flagged or signed where necessary. The washout area shall be located outside of any
buffers and at least 50 feet from any stream, wetland or other sensitive water or natural resources
as determined or designated by the Town of South Windsor.
r it
The designated area shall be designed and maintained such that no overflows can occur during
rainfall or after snowmelt. Containers or pits shall be inspected at least once a week to ensure
structural integrity, adequate holding capacity and will be repaired prior to future use if leaks are
present. The contractor shall remove hardened concrete waste when it accumulates to a height of
'/2 of the container or pit or as necessary to avoid overflows. All concrete waste shall be disposed
of in a manner consistent will all applicable laws, regulations and guidelines.
Anti-tracking Pads and Dust Control
Off—site vehicle tracking of sediments and the generation of dust shall be minimized.
Temporary anti-tracking pads from the active work site to the existing pavement will be installed
and maintained at the locations shown on the plans. The contractor shall:
• Maintain the entrance in a condition which will prevent tracking and washing of
sediment onto paved surfaces.
• Provide periodic top dressing with additional stone or additional length as conditions
demand.
• Repair any measures used to trap sediment as needed.
• Immediately remove all sediment spilled, dropped,washed or tracked onto paved
surfaces.
• Ensure roads adjacent to a construction site are left clean at the end of each day.
If the construction entrance is being properly maintained and the action of a vehicle traveling
over the stone pad is not sufficient to remove the majority of the sediment,then the contractor
shall either:
• Increase the length of the construction entrance,
• Modify the construction access road surface, or
• Install washing racks and associated settling area or similar devices before the vehicle
enters a paved surface.
For construction activities which cause airborne particulates,wet dust suppression shall be
utilized. Construction site dust will be controlled by sprinkling the ground surface with water
until it is moist on an as-needed basis. The volume of water sprayed shall be such that it
suppresses dust yet also prevents the runoff of water.
Post-Construction
Upon completion of construction activities and stabilization of the site, all post-construction
stormwater structures, including all catch basin sumps, shall be cleaned of construction sediment
and any remaining silt fence shall be removed prior to acceptance of the project by the owner.
Sediment shall be properly disposed of in accordance with all applicable laws, regulations and
guidelines.
Maintaining and Storing Vehicles and Equipment
The contractor shall take measures to prevent any contamination to wetlands and watercourses while
maintaining and storing construction equipment on the site. All chemical and petroleum containers
8
stored on site shall be provided with impermeable containment which will hold at least 110%of the
volume of the largest container,or 10%of the total volume of all containers in the area,whichever is
larger,without overflow from the containment area. All chemicals and their containers shall be stored
under a roofed area except for those stored in containers of 100 gallon capacity or more, in which
case double-walled tanks will suffice.
7. Inspections
Inspection Guidelines
All construction activities shall be inspected initially for Plan implementation and then weekly
for Routine Inspections.
During construction, all areas disturbed by the construction activity that have not been stabilized,
all erosion and sedimentation control measures, all structural control measures, soil stockpile
areas,washout areas and locations where vehicles enter or exit the site shall be inspected for
evidence of, or the potential for,pollutants entering the drainage system and impacts to receiving
waters at least once every seven calendar days and within 24 hours of the end of a storm that
generates a discharge.
For storms that end on a weekend,holiday or other time in which working hours will not
commence within 24 hours, an inspection is required within 24 hours only for storms that equal
or exceed 0.5 inches. For lesser storms, inspection shall occur immediately upon the start of
subsequent normal working hours.
Where sites have been temporarily or finally stabilized, such inspection shall be conducted at
least once every month for three months.
Items to be inspected:the following items shall be inspected as described below:
Item Procedure
Silt Fence Silt fence shall be inspected to ensure that the fence line is
intact with no breaks or tears. The fence shall be firmly
anchored to the ground. Areas where the fence is
excessively sagging or where support posts are broken or
uprooted shall be noted. Depth of sediment behind the
fence shall be noted.
Catch Basin Protection Protective measures shall be inspected to ensure that
sediment is not entering the catch basins. Catch basin
sumps shall be monitored for sediment deposition. Hay
bales shall be inspected to ensure they have not clogged.
9
Vehicle Entrances/Exits Locations where vehicles enter or exit the site shall be
inspected for evidence of off-site tracking.
General Construction areas and the perimeter of the site shall be
inspected for any evidence of debris that may blow or wash
off site or that has blown or washed off site. Construction
areas shall be inspected for any spills or unsafe storage of
materials that could pollute off site waters.
8. Keeping Plans Current
Revisions to Stormwater Pollution Control Plans:
The contractor shall amend the Plan if the actions required by the Plan fail to prevent pollution or
otherwise comply with provisions of the General Permit. The Plan shall also be amended
whenever there is a change in contractors or sub-contractors at the site. If the results of the
inspections require modifications to the Stormwater Pollution Control Plan,the plans shall be
revised as soon as practicable after the inspection. Such modifications shall provide for a timely
implementation of any changes to non-engineered controls on the site within 24 hours and
implementation of any changes to the plan within 3 (three) calendar days following the
inspection. For Engineered measures, corrective actions shall be implemented on site within 7
(seven) days and incorporated into a revised Plan within 10 (ten) days of the date of inspection
In no event shall the requirements to keep the Plan current or update a Plan,relieve the permittee
and their contactor(s) of the responsibility to properly implement any actions required to protect
the waters of the State and to comply with all conditions of the permit.
9. Monitoring Requirements
Turbidity monitoring is not required as part of the Small Construction activities with a total
disturbance of between 1 and 5 acres where local land-use commission approval is gained from the
municipality.
10. Contractors
10
i y
General
This section shall identify all Contractors and Subcontractors who will perform on site actions which
may reasonably be expected to cause or have the potential to cause pollution of the waters of the State.
Certification Statement
All contractors and subcontractors must sign the attached statement. All certification will be included
in the Stormwater Pollution Control Plan.
11
Project No. 13B4560B
Evergreen Walk Tenant Space at Pad 500E
South Windsor, CT
"I certify under penalty of law that I have read and understand the terms and conditions of the general
permit for the discharge of stormwater associated with construction activity. I understand that as
Contractor on the project, I am covered by this general permit, and must comply with the terms and
conditions of this permit, including, but not limited to,the requirements of the Stormwater Pollution
Control Plan prepared for this project."
GENERAL CONTRACTOR
Signed: Date:
Title:
Firm: Telephone:
Address:
SUBCONTRACTOR
Signed: Date:
Title:
Firm: Telephone:
Address:
12
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General Permit for the Discharge of Stormwater and
Dewatering Wastewaters from Construction activities
Notice of Termination Fonn
Please complete and submit this form in accordance with the general permit (DEP-PED-GP-016) in order to ensure
the proper handling of your termination. Print or type unless otherwise noted.
Note: Ensure that for commercial and industrial facilities,registrations under the General Permit for the Wscharge
of Stvrmwater Associated with Industrial ActivAl(DEP-PED-GP-014) or the General Permit for the Discharge
of-'Rorrnwater from Commercial Activities(DEP-PED-GP-004)have been filed where applicable. For
questions about the applicability of these general permits,please call the Department at 860-424-3018.
Part I: Registrant Information
1. Permit number: GSX
2. Fill in the name of the registrant(s) as indicated on the registration certificate:
Registrant:
3. Site Address.
City/Town: State: Zip Code:
4_ Date all storm drainage structures were cleaned of construction sediment:
Date of Completion of Construction:
Date of Last Inspection (must be at least three months after final stabilization pursuant to Section 6(b)(6)(D)of
the general permit):
6. Check the post-construction activities at the site(check all that apply):
n Industrial [] Residential Q Commercial C3 Capped Landfill
Other(describe):
Part II: Certification
"I have personally examined and am familiar with the information submitted in this document and all attachments
thereto, and I certify that,based on reasonable investigation, including my inquiry of those individuals responsible for
obtaining the information,the submitted information is true,accurate and complete to the best of my knowledge and
belief. I understand that a false statement made in this document or its attachments may be punishable as a
criminal offense,in accordance with Section 22a-6 of the Connecticut General Statutes,pursuant to Section 53a-
167b of the Connecticut General Statutes,and in accordance with any other applicable statute."
Signature of Permittee Date
Name of Permittee (print or type) Title(if applicable)
Note: Please submit this Notice of Termination Form to:
STORMWATER PERMIT COORDINATOR
BUREAU OF WATER MANAGEMENT
DEPARTMENT OF ENVIRONMENTAL-PROTECTION
79 ELM STREET
HARTFORD,CT 06106-5127
Bureau of Water Management
DEP•PED-NOT-015 1 of 1 Rev..04tOe104
� a
Appendix B: Drainage Maps
Proposed Sub-catchment Drainage Areas
9
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Mr REIEAWD FOR CONSMUCTM
Appendix C: Post-development Hydraulics
Hydraulic Reports (StormCAD): 10-year storm
10
l
1�
FlexTable:Conduit:DOT Storm Drain Computations
Start Node Stop Node Length Upstream Inlet Upstream Inlet C System CA System Flow System Intensity Flow Capacity(Full Flow) Diameter Velocity Invert(Start) Invert(Stop) Slope(Calculated)
(Unified) Area (ft2) Time (in/h) (cfs) (dS)
(ft) (ft') (min) UN (ftJs) (ft) (ft) (ft/ft)
CB-1(EX) 0-1 90.5 14,879 0.820 43,671 5.892 5.822 5.88 5.31 12.0 7.49 123.48 122.29 0.013
MH-1 CB-1(EX) 16.3 (N/A) (N/A) 31,470 5.851 5.830 4.25 4.59 12.0 6.63 126.74 126.58 0.010
CB-2 MH-1 65.6 5,781 0.800 4,625 5.000 6.000 0.64 6.55 12.0 5.30 129.37 128.06 0.020
CB-3 MH-2 79.0 6,213 0.680 26,845 S.404 5.919 3.68 4.63 12.0 6.54 128.42 127.63 0.010
CB-4 CB-3 94.6 16,619 0.510 22,620 5.155 5.969 3.12 4.64 12.0 6.34 129.47 128.52 0.010
CB-5(EX) CB-4 52.8 23,574 0.600 14,144 5.000 6.000 1.96 4.64 12.0 5.66 130.10 129.57 0.010
MH-2 MH-1 68.6 (N/A) (N/A) 26,845 5.606 5.879 3.65 3.87 12.0 4.65 127.53 126.84 0.010
Bentley StormCAD V8i(SELECTseries 5)
PD13C456D-B02.stsw Bentley Systems,Inc.Haostad Methods Solutlon Center 108.11.05.581
11/11/2015 27 Siemon Company Drive Suite 200 W Watertown,CT 06795 USA+1-203-755-1666 Page 1 of 1
rS
FlexTable:Conduit:Hydraulic Grade Line Computations
Start Node Stop Node Diameter Material Size Length System Capacity Velocity Slope Invert Invert Energy Energy Hydraulic Hydraulic Elevation Elevation
(in) (Unified) Rational (Full Flow) (ft1s) (Calculated) (Start) (Stop) Grade Line Grade Line Grade Line Grade Line Ground Ground
(ft) Flow (cfs) (ft/ft) (ft) (ft) (In
(�) _ (ft) ((ft), (ft) ((ft)) ((ft)) ((ft))
CB-1(IX) 0-1 12.0 Corrugated HDPE(Smooth Interior) 12 inch 90.5 5.88 5.31 7.49 0.013 123.48 122.29 125.59 124.15 124.72 123.24 131.87 126.39
MH-1 CB-1(IX) 12.0 Corrugated HDPE 12 inch 16.3 4.25 4.59 6.63 0.010 126.74 126.58 126.14 128.00 127.61 127.37 132.40 131.87
(Smooth Interior)
CB-2 MH-1 12.0 Corrugated HDPE(Smooth Interior) 12 inch 65.6 0.64 6.55 5.30 0.020 129.37 128.06 129.83 128.71 129.70 128.27 133.86 132.40
CB-3 MH-2 12.0 Corrugated HDPE 12 inch 79.0 3.68 4.63 6.54 0.010 128.42 127.63 129.68 128.97 129.24 128.63 132.24 134.76
(Smooth Interior)
CB-4 CB-3 12.0 Corrugated HDPE 12 inch 94.6 3.12 4.64 6.34 0.010 129.47 128.52 130.60 129.77 130.23 129.53 133.60 132.24
(Smooth Interior)
CB-5(IX) CB-4 12.0 Corrugated HDPE 12 inch 52.8 1.96 4.64 5.66 0.010 130.10 129.57 130.95 130.59 130.7D 130.48 133.60 133.60
(Smooth Interior)
MH-2 MH-1 12.0 Corruogated HDPE 12 inch 68.6 3.65 3.87 4.65 0.010 127.53 126.84 128.97 128.36 128.63 128.02 134.76 132.40
(Smoth Interior)
Bentley StormCAD VSi(SELECTseries 5)
PD13C4560-B02.stsw Bentley Systems,Inc.Haestad Methods Solution Center [08.11.05.581
11/11/2015 27 Siemon Company Drive Suite 200 W Watertown,CT 06795 USA+1-203-755-1665 Page 1 of 1
Profile Report
ce-s(EX) Engineering Profile-CB-5(EX)TO OUT-1 (PD13C4560-B02.stsw)
Rim:133.60 ft
Sump:126.10 ft
Invert In(1):(N/A)It:(2)(NIA)It CB-3
Invert Out:130.10 ft MH-2 MH-1
Rim:132'24ft Rim:134.76ft Rim:132.40ft
Sump:124-42 ft
Rm 133.60ft Invert In(1):128.52 ft;(2)(N/A)ft Sn ert In(1):127.63 ft;(2)(N/A)ft nvert In(16p 128.06 ft;(2)126.84ft
Sump:125.47 ft Invert)ut:128.42 h Invert Out:127.53 ft Invert Out:126.74 It
135.00 )-- �.._._,.,..__..,... ___Inveak(J).:_129,571;.(2�(NIA)111_...„.... _..._..._.,.. ....,� .. _
W Invert Out:129.47[ CB-1(EX) -
Rim:131,87 ft
Invert In(1)41�6.58 ft;(2)(NIA)it
I Invert Out:12.48It
I I
( 01 I
Rim:126.39It fl
Invert:122.00It
125.00
C0-5:79.0 ft @ 0.010 ft/ft i
E Circle-12.0 in Corru ated HOPE(Smooth Inteiior)
I CO :94.6 ft Q 0.010 fVft i
i Circl 12.0 in Corrugated HE E(Smooth Interior) i
Ij1
CO-3:52.8 fl @ 0.i.10 It/ft !jg
Circle-12.0 in Co gated HOPE(Smooth I"terior) CO-6:90.5 ft @ 0013 fah
( I Circle-12.0 in Co rugated HOPE(Smooth merior)
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50
CO-2:16.3 ft @ 0.010 ft/ft
Circle-12.0 in Corrugated HOPE(Smooth Interior)
CO-7:68.6 ft @ 0.010 Wit
Circle-12.0 in Corrugated HOPE(Smooth Interior)
Station(ft)
PD13C4560-B02stsw Bentley StormCAD V8i(SELECTsedes 5)
11/13C456 Bentley Systems,Inc.Haestad Methods Solution Center [08.11,05.581
27 Siemon Company Drive Suite 200 W Watertown,CT 06795 USA+1-203-755-1666 Page 1 of 1
Profile Report
Engineering Profile-CB-2 TO MH-1 (PD13C4560-B02.stsw)
CB-2
Rim:133.86 ft
Sump:125.37 ft
Invert In(1):(N/A)ft;(2)(N/A)ft
Invert Out:129.37 ft
135.00 MH-1
Sump:126. 4 ft
Invert In(1):(N/A)ft;(2)(N/A)ft
Invert Out:( /A)ft
c o '
130.0000
;_ _, _. ....i_........,.
0)
Lu 9 j
p
t
CO-1:65.q ft @ 0.020 ft/ft
Circle-12 0 in Corrugated HDPE(S�ooth Interior)
125.00
-0+50 0+00 0+50 1+00
Station(ft)
Bentley StormCAD VSi(SELECTseries 5)
PD13C456D-602.stsw Bentley Systems,Inc.Haestad Methods Solution Center (08.11.05.581
111,112015 27 Siemon Company Drive Suite 200 W Watertown,CT 06795 USA+1-203-755-1666 Page 1 of 1
PLANNING DEPARMENT
IN-HOUSE REFERRAL FORM
DATE: 11/23/15
TO: Matt Galligan, Fred Shaw, Michael Gantick, Walter Summers, Jeff Doolittle
Ray Favreau, Mark Owens, Chris Dougan, Heather Oatis, Ron Asselin,
John Caldwell, Andrea Confrancesco, Glen Buonanducci
FROM: Michele Lipe, AICP, Director of Planning
The Planning &Engineering Departments have received plans for the following projects:
Appl 15-62P, Evergreen Walk Lifestyle Center LLC Site Plan
Location: Northerly side of Hemlock Ave,westerly of Buckland Road
® Site Plan ❑ Subdivision No. Acres Zone Buckland
Gateway
❑ Industrial ❑ Commercial ® Residential No. Lots/Units
Water: ® Public ❑ Private Well Sewerage: ® Public ❑ Septic System
Project Description: 7,385 sf retail building with drive thru
Future Town-owned property involved? ❑ Yes ®No
❑ new street(s) ❑ new detention area
❑ new open space/recreation area ❑ active ❑passive
Planning Department notes:
Please comment by 12/6/15 and return to the Planning Department.
Page 1 of 1
Zarambo, Lauren L.
From: Oatis, Heather
Sent: Wednesday, November 25, 2015 10:07 AM
To: Zarambo, Lauren L.
Subject: RE: In House Referral for Evergreen Walk
Plan review application and requested attachments must be submitted to health department once a tenant is in
place for the food service side of building.
Heather Oatis,RS,HIM
Environmental Health Officer
Ph: 860-644-2511 ext.250
Fax: 860-644-7280
www.soutliwindsor.org,
From: Zarambo, Lauren L.
Sent: Monday, November 23, 2015 3:59 PM
To: Asselin, Ronald; Buonanducci, Glenn; Caldwell, John; Cofrancesco, Andrea; Doolittle, Jeffrey; Dougan,
Christopher; Favreau, Raymond; Galligan, Matthew; Gantick, Michael; Oatis, Heather; Owens, Mark; Shaw, Fred;
Summers, Walter
Subject: In House Referral for Evergreen Walk
Please find attached In House Referral form for Appl. 15-62P, Evergreen Walk Lifestyle Center LLC Site Plan
Please forward any comments or questions to the Planning Department.
Thank you,
Lauren L Zarambo
Planning Department Secretary
Town of South Windsor
1540 Sullivan Avenue
South Windsor,CT o6074
86o.644.2511 ext 253
11/30/2015
SOWN SF4<
To� op South `zO
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1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074
r�OSOR•co TELEPHONE(860) 644-2511
November 24, 2015
Dominick Celtruda
BL Companies
150 Trumbull Street, 6th Floor
Hartford, CT 06103
Dear Mr. Cletruda:
Re: Appl. 15-62P, Evergreen Walk Lifestyle Center LLC - request for site plan
approval for a 7,385 square foot retail building including a drive-thru, parking lot,
and associated site improvements for Tenant Space 500E (west side of Buckland
Road and north side of Hemlock Avenue) on property known as 151 Buckland Road,
Buckland Gateway Development Zone
Please be advised that the above referenced matter has been scheduled on the
Planning & Zoning Commission Regular Meeting agenda for Tuesday, December 8,
2015 in the Madden Room of the South Windsor Town Hall, 1540 Sullivan Avenue.
The Regular Meeting will follow the Public Hearing which begins at 7:30 p.m.
Someone must be present at the meeting to represent the application.
Two signs advertising the meeting must be posted on the property for ten (10)
consecutive days prior to the meeting and must be clearly visible from a town street.
The signs must be posted on Deming Street at Tamarack Avenue and Buckland
Road at Hemlock Avenue by Friday, November 27, 2015.
Signs can be obtained in the Planning Department, Monday through Friday, 8:00
a.m. - 4:30 p.m. However, the Town Hall will be closed this Thursday and Friday,
November 26 and 27, for the Thanksgiving holiday. If you have any questions
regarding this letter, please call 860-644-2511, Ext 253.
Sincerely,
Lauren Zarambo
Administrative Secretary
. ILand
Architecture
Engineering An Employee-Owned Company
Environmental
Surveying
M
Companies
TRANSMITTAL
DATE December 8,2015
ATTENTION Michele Lipe—Town Planner
.............. ..... .. . ..._.. ... ...... . . . . ............
COMPANY Town of South Windsor
ADDRESS 1540 Sullivan Street
_._.-.._..._._........................._._......................................_..._.:._.._.._.................................._..._...._....._..._..._........._..__......................_........__.._..-........_............._...........
South Windsor, CT 06074
.................................._.._....__................................................................_......._..._..._.................................................................__.............................................
......................._.....
FROM Dominic Celtruda, PLA, ASLA
.............................._...._..._....._................._.............................................._......._.._....................... .. ......... . ..._..__............ ................... . ... . ...
EMAIL dceltruda@bl.. companies.com
............................_.......-_...__.............................. _.._.._....... __..._.._. .._.. ...... ..._...................__._.._.__......_._......._.........._...............................
Evergreen Walk Tenant Space at d 500E
PROJECTNAME ..............._......._..._._..._..__._........_......................_..........._..........._._....._.._......_...._............._.........._...._....._.............._......._.._.._..._..............._..._...._..._........_........._
PROJECT NUMBER 3C4560-B
..........................._..._..................._............................................._.............................................
SUBJECT Planning and IWA/CC Submissi n
WE ARE SENDING YOU:
®Attached ® Plans ❑ Prints ❑ Application for payment
❑Via FeclEx ❑Specifications ❑Shop drawings ❑ Change order
❑ Under separate cover ❑Copy of letter ❑Samples ®Other-See below
COPIES DATE NO. DESCRIPTION
7 12/07/15 ------ Revised Site Plan/Subdivision Plans including landscaping
and architectural plans
THESE ARE TRANSMITTED as checked below:
® For approval ❑ No exceptions taken ❑ Resubmit ❑For distribution
❑ For your use ❑ Furnish as corrected ❑Submit ❑Corrected prints
❑As requested ❑ Revise&resubmit ❑ Return
® For review&comment ❑ Rejected ❑ Prints returned after loan to us
❑ For bids due: ❑ Resubmit for record ❑
REMARKS:
. .. ....... . ......... . ......... ... .................. .... .
Revised as per Town staff comments
... ... ... ..... . . . .... . . .... . ......... ....... ..... .._. . . . ..._ ......... . .. . . ._.. .. . ._. .. .... . . ...
_..._ . .......... ... _. . . ........ .. . ........ . . .. ..............................--................................ ....... ..._... ...._....
... ......... ....................... ................... ......................... . . ............. ....................................................
......... ... . .... ..... . ............... .............................. .... ............................ ........ ............................................... ......... ...._. .........
.... . ........ .......... .._..._. . ..........................._....._. .......... . ......
COPY TO:
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150 Trumbull Street,611 Floor • Hartford,CT 06103 • T(860)249-2200 • F(860)249-2400 www.blcompanies.com
Appl 15-62P, EW Lifestyle Center Pad 500E
(@Evergreen Walk)
Dec. 8, 2015
Planning Department Report
1. Request for site plan approval to construct a 7,358 sf retail building, including
the provisions for a drive0though facility, on property located on the northerly
side of Hemlock Ave, westerly side of Buckland Road, Buckland Gateway
Development zone.
2. The General Plan originally showed a restaurant and parking in this location
and the parking area had previously been installed. The parking configuration
is slightly different; however conforms with the desired Gateway Zone parking
objective of distributing the parking and including the 10% interior landscaping
within the parking areas.
3. In the Gateway zone, the entire project is treated as one lot for development
purposes, so the cumulative impervious coverage on the entire 232-acre site.
Since the entire Evergreen Walk site is a consolidated lot, individual yard
setbacks do not apply except around the perimeter of the site. This site is
subject to a 65 foot front yard setback.
4. This site will be accessed solely from Evergreen Walk's internal road network,
off of Hemlock Avenue.
5. The PZC recently adopted a text amendment for drive thru restaurants in
Buckland Gateway Development Zone including specific design criteria. One
of the primary considerations for such facilities is that the primary access to the
drive through facility is not permitted directly from Buckland Road.
6. Other design criteria included: Demonstration that the traffic flow and
pedestrian flow had minimal conflicts; the incorporation of the drive through
into the building design and specific requirements for the menu and preview
signage boards; include architectural features, including lighting, roofs/canopies
to be similar to the building in form and style and that service area be off set
from the property lines to prevent noise and lighting impacts.
7. Specific requirements are screening of the drive thru land from public views;
limited the number of queue lanes to two with a by-pass lane, defines minimum
widths, striping how separation of the lanes is handled; and the requirement for i
queuing of at least 7 vehicles form the order board. /
8. Internal sidewalks are shown to be extended from the existing sidewalk south of
this site leading to the main entrance of the buildings.
i
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a�
9. Lighting pole height is X feet. Luminaires are full cutoff fixtures of the same
type used for than the shorter, decorative light poles used in the remainder of
Evergreen Walk Lifestyle Center.
1 O.Architectural and Design Review Committee reviewed this plan on December 3
and forwarded a favorable recommendation of the design.
11.There are no regulated wetlands on site. IWA/CC approved an erosion and
sedimentation plan on Dec 2 with a bond in the amount of$5,000 to ensure
compliance with the erosion and sediment control.
12.Public water and sewers are available in Hemlock Avenue. Water Pollution
Control Authority approval is required.
13.There is show on a dumpster on a concrete pad with screening. Staff would
request the applicant consider upgrading the dumpster screening as it will be a
visible part of their site.
14.If this site plan is approved, the Planning Dept. requests
d.
2
y
TOWN OF SOUTH WINDSOR ZONING REGULATIONS
ARTICLE 4—COMMERCIAL AND INDUSTRIAL ZONES
4.2.5 Permitted Uses
This text amendment shall henceforth introduce drive-through facilities as a permitted use by adding
the following language:
E. Drive-through facilities are a permitted use provided they comply with the design standards as set
forth in Section 4.2.16 and only when the use to which the drive-through facility is a part of meets
the following criteria:
a. Hot meals must be made to order.
b. Use must be part of a multi-tenant building.
c. Restaurant must offer table delivery of food.
d. Metal silverware,ceramic plates,and other dishwasher safe materials are required for
patron's use on premises. Food cannot be served on premises in/on Styrofoam or
plastic.
e. The facility must be part of a planned unit development of at least two-hundred
thousand (200,000) square feet of gross building area.
4.2.6 Prohibited Uses
Current zoning ordinance:
G. Stand-alone 'fast food' restaurants, where the majority of meals are not served by waitpersons to
patrons at tables. Fast food restaurants are allowed only as part of a larger complex such as a food
court in a shopping center. Drive-through windows are not allowed.
This text amendment shall henceforth remove drive-through facilities as a prohibited use by making the
following text change:
G. Stand-alone 'fast food' restaurants, more specifically, restaurants that do not meet the criteria as
set forth in Section 4.2.5 E. Fast food restaurants are allowed only as part of a larger complex such
as a food court in a shopping center.
Section 10 and/or Section 4.2.2 DRIVE-THROUGH FACILITY
A. Definition. An establishment that by design encourages or permits customers to receive services or
obtain goods while remaining in their motor vehicles.
4.2.16 Design Standards
a. There shall only be one drive-through per building.
b. The applicant must demonstrate that the design provides for safe and orderly vehicular and
pedestrian flow and circulation of traffic and minimizes vehicular and pedestrian conflicts.
c. Drive-through elements of a building are to be incorporated into the building's architectural style to
achieve an integrated design,and the service window(s)shall be located to the rear or the side of
the building. Drive-through lanes shall have adequate motor vehicle queuing based on the
proposed uses and shall include a bypass lane.
d. Limit one menu board per drive-through lane, not to exceed seven feet(7') in height as measured
from top of finished grade at base of menu board.
e. Limit one preview board per drive-through lane, not to exceed seven feet(7') in height as measured
from top of finished grade at base of preview board.
f. Limit one clearance bar per drive-through lane.
g. Canopies covering a drive-through shall use a similar roof form, pitch,and materials consistent with
the principal structure. Architectural features of such, shall be similar in nature to those of the main
building. Canvas awnings are also an approved covering over the pick-up window(s).
h. Canopy supports for canopies covering a drive-through shall be designed to complement the
building in form and materials.
I. Internal illumination of the canopy covering a drive-through is not permitted.
j. For canopies covering a drive-through, lighting must be fully recessed to the ceiling of the canopy
providing full cut-off of lamps/bulbs.
k. Applicant will screen from public right-of-way view(s)of all cars within the drive-through queue and
drive-through components, including but not limited to menu board, preview board, and clearance
bar. Screening solutions include landscaping, berms,decorative fencing or any combination of
those. Any proposed screening solution will complement the surrounding environment and
architecture of the building in which the drive-through facility is located. A sight line study is
required to illustrate proper screening.
I. No more than two queue lanes are permitted with the exception of financial uses where three
queue lanes are permitted and shall include a bypass lane.
m. The drive-through facility shall be designed to reduce pedestrian and vehicular conflicts. A
minimum of seventy-five percent(75%) of the parking spaces shall be designed so there are no
conflicts between the stacking lanes and the pedestrian access into the facility.The applicant may
seek relief from Zoning Ordinance 4.2.11 Parking and Access, Item C.2 due to physical restraints of
the site provided the drive-through meets the other criteria listed in this section.
n. Queue lanes shall be designed to achieve maximum efficiency of the functioning of the stacking
lanes as well as the overall site. The queue lane(s) shall be effectively separated from the parking
field through the use of curbing, raised islands,and/or landscaping improvements. The Commission
may permit the use of hardscape improvements such as decorative pavers, bollards,and raised
crosswalks to meet the design objective. For restaurants,a minimum total of 10(ten)vehicle spaces
in the drive through aisle. Unless specific operations mandate otherwise, a minimum length to
accommodate 7 (seven)vehicles is available between the entrance to the stacking lane and order
station, and that the aisle is contained within the site and located a good distance from any
vehicular entrance. This requirement can be modified when documented through a queuing study
to confirm appropriate length.
o. The service area and queue lane(s)shall be located fifteen (15)feet from the property line of
adjacent commercial uses and fifty(50)feet from the property lines of adjacent residential uses to
- a
prevent noise or lighting impacts. Headlights from the queuing vehicles shall be screened as to not
create glare or bright lights issue with pedestrians or adjacent traffic(or traffic patterns)or adjacent
businesses.
p. The drive-through pick-up window shall not face the public right-of-way.
q. The drive-through pick-up window shall be set back a minimum of one hundred fifty(150')feet from
the right-of-way.
r. Each drive-through lane shall be properly striped, marked or otherwise distinctly delineated.
s. The minimum width of a drive-through lane shall be nine (9)feet.
t. The access points to the drive-through facility from the public right-of-way shall be constructed a
sufficient distance from roadway intersections to prevent traffic conflicts, overflow,and congestion.
When possible,the drive-through facility shall exit onto a secondary street. Primary access drives to
the drive-through facility are not permitted along Buckland Road.
Adopted 11/10/15
Effective 11/30/15
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w� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074
f�dSOR-CO TELEPHONE (860) 644-2511
Certified #70142120000332142514
December 8, 2015
Dominick Celtruda
BL Companies
150 Trumbull Street
Hartford, CT 06103
RE: Appl. #15-62P—Evergreen Walk Tenant Space 500E
Dear Mr. Celtruda:
At the December 2, 2015 regular meeting, the Inland Wetlands Agency/Conservation Commission
approved Appl. #15-62P, Evergreen Walk Lifestyle Center LLC — request for conservation plan approval
for a 7,385 square foot retail building including a drive-thru, parking lot, and associated site improvements
for Tenant Space 500E (west side of Buckland Road and north side of Hemlock Ave) on property known
as 151 Buckland Road, Buckland Gateway Development Zone., with the following conditions:
1. The final approved copy of the entire set of plans and this letter reproduced thereon must be
submitted to the Planning Department. This must be completed within 65 days of approval prior
to any construction activity on the site. Plans submitted to Planning & Zoning Commission shall
be considered having met this requirement.
2. The applicant shall indemnify and hold harmless the Town of South Windsor against any liability,
which might result from the proposed operation or use.
3. The permit is valid for five years and shall expire on December 2, 2020. It is the
Ian downer(s)/appl icant(s) responsibility to track expiration dates and notify the Commission of a
renewal request at least 65 days prior to expiration.
4. A bond shall be collected in the amount of$5,000 to ensure proper placement and maintenance
of erosion and sediment controls.
5. All approvals required must be obtained and submitted prior to any activity on the site.
6. A contact person shall be identified on the plans.
Very truly yours,
INLAND WETLANDS AGENCY/CONSERVATION COMMISSION
Elizabeth A Warren, Chairperson
cc: Director of Planning
Chief Building Official
4,*I N.sf4
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70� 01119so� ?d
mac, 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074
J�°soR-CO TELEPHONE (860) 644-2511
CERTIFIED MAIL 7011 1570 0000 63371723
December 9,2015
Dominick Celtruda
BL Companies
150 Trumbull Street
Hartford, CT 06103
Dear Mr. Celtruda:
Re: Appl.I 5-62P,Evergreen Walk Lifestyle Center Tenant Pad 500 E
We are pleased to advise you that the Planning & Zoning Commission voted on December 8, 2015 to approve
with modifications the above referenced application for a Site Plan of Development.
This approval is for Evergreen Walk Lifestyle Center Tenant Pad 500E on property located at 151 Buckland
Road, Buckland Gateway Development zone, as shown on plans prepared by BL Companies dated November
23, 2015 as revised. This approval is subject to the following modifications:
1. Prior to commencement of any site work, a meeting must be held with Town Staff.
2. No building permit will be issued until the final mylars have been filed in the Town Clerk's
office.
3. This application is subject to the conditions of approval of the Inland Wetlands
Agency/Conservation Commission, including E&S bonds in the amount of$5,000.
4. A landscape bond in the amount of$5,000 is required and must be submitted prior to the
issuance of a certificate of occupancy if work is not completed.
5. All bonds must be in one of the forms described in the enclosed Bond Policy.
6. An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 9.1.3 of
the Zoning Regulations.
7. All plans used in the field by the developer must bear the stamp and authorized signature of the
Town of South Windsor.
8. This approval does not constitute approval of the sanitary sewer,which can only be granted by
the Water Pollution Control Authority.
9. The building street number must be included on the final plan.
10. Pavement markings must be maintained in good condition throughout the site drives and
parking areas.
11. All free standing signs and/or building signs require the issuance of a sign permit before they
are erected.
12. If a State Traffic Commission certificate is required,no building permits will be issued until the
certificate has been issued(per CGS §14-311).
13. The aesthetic of the dumpster screening should be enhanced to better compliment the
surrounding area.
14. A directional signage plan for `Drive-through' traffic pattern shall be submitted.
15. All mechanicals shall be screened from public views.
16. Site signage for the buildings must return to this Commission for approval.
17. Safe pedestrian access from the former Highland Park Market parking lot to the sidewalk shall
be provided.
Black and white transparent mylar of Sheet # SP-1 with the above modifications, together with three blueprint
copies of the entire set of plans with live signatures and raised seals (including architectural elevations and
landscaping plans) must be submitted to this Commission to be stamped and signed. The letters of approval of
this Commission as well as the Inland Wetlands Agency/Conservation Commission and the Water Pollution
Control Authority must be reproduced on the mylars.
After the mylars have been signed by the Commission,they will be returned to you for filing in the Office of the
Town Clerk.
Very Truly Yours,
Bart Pacekonis, Chairman
Planning and Zoning Commission
BP/llz
Enclosure
cc: Town Engineer
Chief Building Official
Assessor
Superintendent of Pollution Control
Fire Marshal
�0W N Sf'4
OD
`� 0114C S_a� V&U&Ot
w� 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074
r�OSOR-CO TELEPHONE (860) 644-2511
CERTIFIED MAIL 7011 1570 0000 63371822
February 1, 2016
Dominick Celtruda
BL Companies
150 Trumbull Street
Hartford, CT 06103
Dear Mr. Celtruda:
Re: App1.15-62P,Evergreen Walk Lifestyle Center Tenant Pad 500 E
We are pleased to advise you that the Planning & Zoning Commission voted on January 26, 2016, to
approve the site layout change order for Evergreen Walk Lifestyle Center Tenant Pad 500E on property
located at 151 Buckland Road, Buckland Gateway Development zone, as shown on plans prepared by BL
Companies dated November 23, 2015 as revised through January 22, 2016. All original conditions of
approval from December 8, 2015 remain in effect.
Black and white transparent mylars of Sheets # SP-1 and SP-IC with the above modifications, together
with three blueprint copies of the entire set of plans must be submitted to this Commission to be stamped
and signed. The letters of approval of this Commission, as well as the Inland Wetlands
Agency/Conservation Commission and the Water Pollution Control Authority, must be reproduced on the
mylars.
After mylars have been signed by the Commission, they will be returned to you for filing in the Office of
the Town Clerk. After filing these plans, a copy of the receipt must be submitted to the Planning
Department.
Sincerely,
Bart Pacekonis,Acting Chairman
Planning and Zoning Commission
BP/llz
cc: Town Engineer
Chief Building Official
Assessor
Superintendent of Pollution Control
Fire Marshal
TOWN OF SOUTH WINDSOR JA 22 5 2016
STAFF SITE CHANGE
FOR SITE & SUBDIVISIONHyyINDSpRPIANNINGDEPT.
GENERAL;
CHANGE ORDER CONTACT PERSON (Mt c� ►Aaa e��_ Phone No. go -X0-/9�3
Address 15-t 0 J t!<LA'0 (A:AAO `o a Tll -31,-6S WL C-r-
Site NameF-11tY-Crk2-Pd WAS CiF Cc-n►Z-1LTFjvA/-T1 P&Z No. /S-Ga F
Owner Eu'XC(at:t W t �L I FEs7 y<E (�N>�R C�C y °�S 5 ��i,^rhon�'No.
Contractor
Signature of Owner ( '' Date:
Signature of Design Ei r. Date:��.tr �
CHANGE: (Describe location and nature of change. Include
Four (4) copies of plan/profile of Change. )
_ t+1� t.oL ocJ c�F 7 t✓ GAA.►JC,.E Wf-��ts Thar Uelf<LC Qjc Fad 1ht
PQje r-:�t t ty Atj,.vasw� jt TK AkbLetasr�afi i L
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< &cc t5 10t0z�R14S� vZIZTk or TkE Past�y t301L.01144-,
Reason for Change: (Why is change required)
4E 12tASS-M I�Jt- �t1S C0AsVLf iS 1`a 0kuL)C- A SAF6-Y2-l)Q+iC C-,
seen u{#rn� fi�/'►171 ,AA 4 S- tom', tT-A sa (h'WtArs
APPROVALS: (As Required)
Dir. Of Planning_ Date:
Town Engineer Date:
Dir. of Public Works Date;
Other: Date:
STAFF COMMENTS:
"
r
White - Town Engineer Yellow - Applicant
Pink - Director of Planning Goldenrod - Engineering Department
Page 1 of 1
Lipe, Michele
From: Paul Reinke [preinke@poagllc.com]
Sent: Monday, January 25, 2016 7:49 PM
To: Lipe, Michele
Cc: Dominick Celtruda (dceltruda@Blcompanies.com)
Subject: Evergreen Walk- Pad 500E - Drive-Through Study
Attachments: McMahon_Panera Bread—Newington—Traffic Assessment_2016-01-12[1] Final.pdf
Michele—I couldn't recall if I send you the attached drive-through study for our new Panera or not. I apologize I
haven't until now. A few things to note in this report:
1. The report was created for an existing Panera in Newington and used sales and drive-through data from
the Panera stores in Wethersfield and Southington. Based on the sales projections for our Panera,the
Wethersfield and Southington locations are comparable to our site which is why this study is a strong
indicator of what our drive-through will experience.
2. Based on the report,the queue will experience a maximum of 10 cars in the stack during the peak times
(Thursday/Friday lunch and Friday dinner). The Wethersfield location can only accommodate 6 or 7
cars,so our 10 car capacity will be more than enough. Even if it hits capacity, it will be brief and only
occur once or twice a week. When it does occur,the stack would be quickly handled. In the unlikely
event that the queue exceeds 10 cars, it will only spill over on to interior roads that have little to no
traffic.
3. Under normal operations,the queue will only have 6 cars.
Panera and we have strong confidence that this report supports the site plan we are discussing tomorrow night.
Look forward to talking more about this and finalizing our site plan with you tomorrow night.
Paul Reinke,LEED AP
2650 Thousand Oaks Blvd,Ste 2200, Memphis,TN 38118
D:901.531.8716 ( C:901.461.9034
i i��ioni ti
McMAHON ASSOCIATES
M, AH0: 45 Bromfield Street 16`h Floor Boston,MA 02108
p 617-556-0020 1 f 617-556-01'4
025
' mcmahonassociates.com
PRINCIPALS
Joseph W.McMahon,P.E.
Joseph J.DeSantis,P.E.,PTOE
January 12,2016 John S.DePatma
William T.Steffens
Casey A.Moore,P.E.
Tom Howley Gary R.McNaughton,P.E.,PTOE
Howley Bread Group,Ltd. ASSOCIATES
31 Church Street, Suite 1 John J.Mitchell,P.E.
Christopher J.Williams,P.E.
Winchester,MA 01890 R.Trent Ebersole,P.E.
Matthew M.Kozsuch.P.E.
Maureen Chlebek,P.E.,PTOE
RE: Traffic Assessment
Proposed Panera Bread Drive-Thru
Newington,CT
Dear Tom:
McMahon Associates has reviewed the expected operational characteristics of the proposed
Panera Bread drive-thru located at 3120 Berlin Turnpike in Newington,Connecticut. The
results of the review are summarized below.
Project Description
The existing site contains a 5,094 square foot Panera Bread restaurant located within the
Walmart shopping center. The redevelopment proposes to add a drive-thru operation to the
existing Panera Bread restaurant. No major changes to the size of the existing restaurant are
planned. The drive-thru travel lane would originate at the site entrance to the southeast of the
building, continue around the back of the building, and the pick-up window would be located
on the southwest corner of the building. Based on the current site plan for the proposed project,
the proposed drive-thru is expected to accommodate a maximum of ten queued vehicles.
Data Collection
To estimate the expected drive-thru volumes and queues at the Panera Bread restaurant in
Newington,the following two comparable Panera Bread restaurants were reviewed:
• 1129 Silas Deane Highway,Wethersfield, CT
• 365 Queen Street,Southington,CT
These two restaurants were selected because they are similar in operations to the Newington
restaurant and both are part of a shopping center complex where shared trips between land
uses are expected. Vehicle queue counts were conducted at the two comparable Panera Bread
restaurants on Thursday, November 5,2015 during the weekday midday peak period(11:30
AM to 1:30 PM) and Friday,November 6,2015 during the weekday evening peak period(5:00
PM to 7:00 PM)when the restaurants are expected to be at peak operation.Maximum vehicle
queues entering the drive-thru at each restaurant were recorded in five minute intervals during
the observation periods.
Corporate Headquarters: Fort Washington, Pennsylvania
Serving the East Coast from 13 offices throughout the Mid-Atlantic, New England, and Florida
Tom Howley
January 12,2016
Page 2 of 5
As shown in Table 1 below, during the weekday midday peak hour, there were 49 vehicles
utilizing the Southington drive-thru with a maximum observed queue of six vehicles, and there
were 54 vehicles utilizing the Wethersfield drive-thru with a maximum observed queue of 10
vehicles. During the weekday evening peak hour, the drives thru volumes were significantly
less. The Southington facility had a total of 32 vehicles with a maximum observed queue of
three vehicles, and the Wethersfield drive-thru had 28 vehicles with a maximum observed
queue of six vehicles.
Table 1:Data Collection Sumrn
Weekday Midday Weekday PM Peak
Peak Hour Hour
Drive Thru Max Drive Thru Max
Store Location Volumel Queue Volume Queue
Southington 49 6 32 3
Wethersfield 54 10 28 6
(1)Drive thru volume for peak hour counted November 5 and 6,2015
(2)Maximum observed queue length during peak hour data collection
Transaction Data
Data was obtained from the Howley Bread Group, Ltd. showing the in-store and drive-thru
transactions from August 19,2015 through November 17,2015 for the Panera Bread restaurants
in Southington and Wethersfield. The data shows the number of in-store and drive-thru
transactions per hour for each hour of operation during the day. Additionally, data for the total
number of in-store transactions for the existing Newington facility was also provided for the
same time period.
The number of daily and peak hour in-store and drive-thru transactions for each of the three
sites are shown in Table 2.
Tom Howley
January 12,2016
Page 3 of 5
Table 2:Panera Bread Transaction Data
Total Daily Total Daily Drive- Weekday Midday Peak Hour Weekday PM Peak Hour
Transactions Transactions Thru In-Store Drive-Thru Drive-Thru In-Store Drive-Thru Drive-Thru
Store Location (In-store)' (Drive-Thru)' Rati02 Transactions3 Vehicles4 Ratio Transactions2 Vehicles3 Ratio
Southington 627 256 41% 120 49 41% 78 32 41%
Wethersfield 851 300 1 35% 1 153 1 54 35% 1 80 28 1 35%
Newingtons 534 203 1 38% 1 99 38 38% 58 22 38%
(1)Average daily transactions.Transaction data provided by Howley Bread Group for August to November 2015
(2)Ratio of drive-thru transactions to in-store transactions
(3)Average peak hour in-store transactions.Transaction data provided by Howley Bread Group for August to November 2015
(4)Peak hour vehicles utilizing drive-thru,observed by McMahon in November 2015
As shown in Table 2, the Newington location,which is the largest of the three restaurants,
experiences an average of 534 in-store transactions per day with 99 in-store transactions
occurring during the weekday midday peak hour and 58 in-store transactions occurring during
the weekday evening peak hour. In comparison,the Wethersfield restaurant experiences the
largest number of average in-store transactions per day with 851,while the Southington
restaurant experiences an average of 627 in-store transactions per day.During the two peak
hours,both Wethersfield and Southington are shown to have a higher number of in-store
transactions than Newington.
The Wethersfield restaurant has a higher daily and peak hour drive-thru volume than the
Southington restaurant. The Wethersfield restaurant has an average of 300 drive-thru
transactions per day while Southington has an average of 256 drive-thru transactions per day.
There appears to be several factors that contribute to the proposed trip generation for the
Panera restaurants, such as location of facility to nearby shopping and/or office uses and the
location of the restaurant in comparison to other competing restaurant facilities.
The number of drive-thru transactions appears to be related to the number of in-store
transactions as evidenced by the relationship between in-store and drive-thru transactions at
Wethersfield and Southington. The Wethersfield site has a greater number of both in-store and
drive-thru transactions than the Southington site over the course of the average day and during
the peak hours of operation. As shown in Table 2, at the Wethersfield restaurant,the number of
drive-thru transactions is approximately 35%of the number of in-store transactions. At the
Southington restaurant,the number of drive-thru transactions is approximately 41%of the
number of in-store transactions.
The Newington site has fewer in-store transactions over the course of the day and during the
peak hours of operation than both the Wethersfield and Southington restaurants, and is
therefore expected to have fewer drive-thru transactions than either comparable facility. As
seen in Table 2,using an average of the drive-thru to in-store ratios for Wethersfield and
Tom Howley
January 12,2016
Page 4 of 5
Southington results in an expected ratio of 38%for Newington. The proposed Newington
drive-thru is therefore expected to generate an estimated 200 daily transactions with
approximately 38 vehicles using the drive-thru during the weekday midday peak hour and 22
vehicles using the drive-thru during the weekday evening peak hour. As a result of lower
number of drive-thru vehicles expected at the Newington restaurant,the maximum vehicle
queue is also expected to be lower than the six vehicle queue that was observed at Southington.
Conclusions
The following conclusions have been drawn for the proposed Newington Panera Bread drive-
thru based on the analysis:
• Based on the comparable facility transaction data,the maximum drive-thru queue at the
Southington facility is six vehicles, and the maximum queue at the Wethersfield facility
is ten vehicles during the weekday midday peak hour.
• Based on a review of the transaction data for the three restaurants,the Wethersfield
facility generates approximately 55-60%more in-store transactions during the average
day and during the peak hours of operation than the Newington facility. The
Southington facility generates approximately 15-20%more in-store transactions during
the average day and during the peak hours of operation than the Newington facility.
• Based on the in-store transactions at the three Panera Bread restaurants and the
correlation between the number of in-store transactions and drive-thru transactions,the
Newington site would be expected to have fewer vehicles in the drive-thru and a shorter
vehicle queue than either site. The Newington drive-thru is expected to generate an
estimated 200 daily transactions with approximately 38 vehicles during the weekday
midday peak hour and 22 vehicles during the weekday evening peak hour.
• The Newington Panera Bread drive-thru is currently proposed to provide queue storage
for ten vehicles which is more than adequate based on our analysis. Overall,the
proposed Newington drive-thru is expected to generate fewer vehicles than the
Southington facility,which had a maximum observed queue of six vehicles.
Tom Howley
January 12,2016
Page 5 of 5
Based on the collected data for the comparable facilities performed as part of this memorandum
and a review of available transaction data,the proposed Panera Bread drive-thru in Newington,
CT is currently designed to more than adequately accommodate the expected number of
queued vehicles.
If you should need any additional information,please do not hesitate to contact us.
Very truly yours,
Colleen M.Medeiros,P.E.,LEED AP
Project Manager
Attachments: Traffic Count Data
TABLES 1 and la
PARKING OBSERVATIONS at
PANERA BREAD DRIVE -THRU "
Thursday and Friday November 5th and 6th, 2015
365 Queen St. Southington, CT
� Vel- .icle/L'7a-Ca Collectiora Serv3ca
11 Branhaven Du Easf Haven,CT 065f2 Tel,203.5301042 faxt 2034694215 dcvdc$aol com
I
Table 1
THURSDAY VEHICLE OBSERVATIONS
at Panera Bread 365 Queen St.
11:30 a.m. to 1:30 p.m.
Southington, CT
DRIVE THRU ACTIVITY
START TIME Vehicles using Drive thru(1) Vehicles Queued at Drive Thru(2)
11 30 a.m. 0 4
1135 a.m _ 2777 777772
1140am 0 2
11:50 a.m. 6 5
12 00 noon 3 3
12:10 p.m. 3 3
1215pm 3 5
12:20 p.m. 2 3
12°25pm r_ 5 6
12:30 p.m. 3 3
1235p 5 4
12:40 p.m. 6 5
�245prn2, 77774
12:50 p.m. 2 2
12 55 .m, 2 3
1:00 P.M. 5 5
05pm 4
1:10 P.M. 6 4
1.15prm
1:20 p.m. 3 4
1F 25 ,rim <2 3
TOTAL 82 90
Notes:
(1)Counted all vehicle transactions in five minute intervals.
(2)Counted vehicle Queues in Five minute intervals
Vehicle observations conducte by RTC on Thursday November 5th,2015
Table 2 a
FRIDAY VEHICLE OBSERVATIONS
at Panera Bread 365 Queen St.
5:00 p.m. to 7:00 p.m.
Southington, CT
DRIVE THRU ACTIVITY
START TIME Vehicles using Drive thru(1) Vehicles Queued at Drive Thru( ))
5:00 p.m. 0 2
5:10 P.M. 2 3
5pm _ Z. _
51 0777
5:20 p.m. 0 5
S25 m _
5:30 p.m. 5 4
535pm qu. 3
5:40 p.m. 3 3
5 45 p rya 3 ,¢
5:50 P.M. 2 3
555pm 3 2
6:00 P.M. 2 2
6:10 p.m. 1 0
6:20 p.m. 3 2
6:30 p.m. 2 2
.G 35 p m 4_ 2
6:40 p.m. 4 3
6�ISpn► . _ _ 3 3
6.50 p.m. 2 2
S
RR N2 2
TOTAL 59 55
Notes:
(1)Counted all vehicle transactions in five minute intervals.
(2)Counted vehicle Queues in Five minute intervals
Vehicle observations conducte by RTC on Friday November 6th,2015
1
.................
TABLES 2 and 2a
PARKING OBSERVATIONS at
PANERA BREAD DRIVE -THRU
Thursday and Friday November 5th and 6th, 2015
1129 Silas Dean Hwy, Wethersfield, CT
r' Ve2-aiG1B/Data Ca71ect3ora S�rva�F3
�►, ff Branhaven Dr, East Haven,CT 06M Tel.2OX5302042 Fax;20344JM2f5 rtcvdC&ol corn
Table 2
THURSDAY VEHICLE OBSERVATIONS
at Panera Bread 1129 Silas Deane Hwy.
11:30 a.m. to 1:30 p.m.
Wethersfield, CT
DRIVE THRU ACTIVITY
START TIME Vehicles using Drive thru(1) Vehicles Queued at Drive Thru(2)
11:30 a.m. 0 5
11:40 a.m, 3
11:50 a.m. 2 S
4 - 6
12:00 noon 6 2
12 OS pain 3 7774 ...
12:10 p.m. 4 3
1215pn ,. _ 3
12:20 p.m. 2 6
12 2S p°1n 4 2
12:30 p.m. 2 7
1"2 35 m
12:40 p.m. 7 5
12:50 p.m. 3 4
1:00 P.M. 3 2
1OSpm _ 2 10
1:10 P.M. 7 5
1,15 p m 5. _ 77775
1:20 p.m. 6 4
77777MS.
TOTAL 90 102
Notes:
(1)Counted all vehicle transactions in five minute intervals.
(2)Counted vehicle Queues in Five minute intervals
Vehicle observations conducte by RTC on Thursday November 5th,2015
Table 2a
i
FRIDAY VEHICLE OBSERVATIONS
at Panera Bread 1129 Silas Deane Hwy.
5.00 p.m. to 7.00 p.m.
Wethersfield, CT
DRIVE THRU ACTIVITY
START TIME Vehicles using Drive thru(1) Vehicles Queued at Drive Thru(2)
5:00 p.M. 0 3
'6=05 p tr► 1 = 777
4
5:10 p.m. 3 2
5:20 p.m. 1 2
5:30 p.m. 2 2
35prn _ = 2... 2 .
540pm 3 0
5:50 P.M. 0 1
5 55 p rig 1773
6:00 p.m. 3 2
GOSi?m , 4 , 0
6:10 p.m. 2 2
615pm 2 1
6:20 p.m. 1 1
, 4
630pm 4 4
fi35ptn 3_ 1
6.40 p.m. 2 2
6 45,p m 2 2
6:50 p.m. 2 3
6 SS m 1 1
TOTAL 44 45
Notes:
(1)Counted all vehicle transactions in five minute intervals.
(2)Counted vehicle Queues in Five minute intervals
Vehicle observations con ducte by RTC on Friday November 6th,2015
I
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TYPE BUILDING SIZE REQUIHFMENTS APPROVED �E4MENTAL RETAINING'-,PROVIDE AND,INBTAt�LL /I
RETAIL TOTAL SLOG AREA=77,505-.ft. 311 Parking Spaces 593 Parking Spaces �\ CONCRETE FILL JPE BOLCARD�(TW) \\\ \ R1S' LA SW PADINI PEOE9IR(AN CROSSWALK
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TYPE BURRING SIZE REQUIREMENTS PROPOSED �.,__` ✓` Cp�T�?ERE SIDEWALL•. \� h ca! \� ` / •/ / /�
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RETAIL TOTAL BOG AREA=73.968 fL 370 Parkin 532 Parkin - /\" r,1� -
eq. 9 Spaces 9 Spaded i iI �\ C YL 5 / /; 945'AJfO PACED 2'O.C.
(77,505+385)-3.902-73,988 (1 par 200 sq.R.)
RESTAURANT TOTAL BLDG AREA-3,902 eq.tt. 82 Parking Spaces 59 Parking Spaces• \' ./ .
(1 per 50 sq.ft.restaurant) " 'C \ y R14'� - - LA /
\n/� R19" \ R15'
TOTAL 591 Parking Spaces �\ LLy• R20' o o
•SURPLUS SPACES USED TO ACCOUNT FOR REMAINDER REWIRED \ \ f -_\ .._ �, // / •/ /t o
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\ aRO DE AND INSTALL In In 2 N \
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LOCAROfh SOUTH WINDSOR,CONNECTICUT ITEM/ TEM REQUIREMENTS PROPOSED \ �// '/ - Drawn J.A.K.
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ZONE: (GO)BUdfLAND GATEWAY DEVELOPMENT DISTRICT 1 BUILDING 512E NONE REWIRED 7,000 S.F. a Checked D.J.C.
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USE: (PERMITTED USE) RETAIL STORE 2 PARKING REQUIRED 97 Total Parking Spaces 57 SPACES• �6- \�\� - �`\ 49 _ 6. Project No. 13C4560-8
ITEM i ITEM REQUIREMENTS PROPOSED 1 per 50 GSF fast food
(3,902gef/50=76) .;,� Date n/z3/1s
A File:
1 MINIMUM LOT AREA 3 ACRES N/A 1 per 4 Seats Wtdoar dMMg \ \ \ 3 "c/ \ i �\ _ CSP13C4560 D01
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4 MINIMUM FRONT SETBACK 65 FEET 65 FEET 20' 10'APHIO S 20'
4 MINIMUM AISLE WIDTH 24'(2-way traffic) 24'(2-way traffic)
H 5 MINIMUM SIDE SETBACK 25 FEET N/A --
SCALE _
5 MIN.INTERIOR LANDSCAPING 1 TREE par 10 T24W Parking Spaces 7 TREES \ - \.� �� / LE IN FEET y Sheet No.
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7 MAXIMUM BUILDING HEIGHT 45 FEET/3 FLOORS 26.5 FEET/1 STORY '
6 MIN.PERIMETER LANDSCAPING 1 TREE or 2 SHRUBS 30 SHRUBS FOR PERNII'ITING PURPOSES ONLY SP-1
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SURPLUSISPACES USED TO ACCOUNT FOR REMAINDER REQUIRED � _
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BOND TRANSMITTAL
DATE: 2/23/16
APPLICANT NAME Evergreen Walk Lifestyle Center, LLC
ADDRESS 7 Giralda Farm
Madison, New Jersey -07940
PROJECT LOCATION/ADDRESS LOT Evergreen Walk
SUBDIVISION Tenant Space 500 E
P&Z OR IWA/CC APPLICATION NUMBER 15-62P
AMOUNT OF BOND $ 5,000 Landscape Bond Check # 039904
$ 5,000 E&S Bond Check # 039903
DEPARTMENT PLANNING
SUBMITTED BY Lauren Zarambo 2/23/16
NAME DATE
PROCESSED BY FINANCE d 3
NAME DATE
SUB ACCOUNT NUMBER 02 I
MUNIS APPLICATION 201501737
WAPlanning Admin\PZ0Bonds\2016 Bonds\15-62P EvergreenWalk TenantSpace500E LandscapeBondTrans.doc
CRAG Shopping Centers Tl�.e`Pro de Strops
atEVERGREEN WALK
February 18,2016
Town of South Windsor
Planning Department
Attn: Lauren Zarambo
1540 Sullivan Avenue
South Windsor, CT 06074
860.644.2511x253
Re: Appl. 15-62P,Evergreen Walk Lifestyle Center Tenant Pad 500E—Erosion&Sedimentation
Surety and Landscape Surety
Dear Lauren,
Enclosed you will find the$5,000 Erosion and Sedimentation surety and the$5,000 Landscape surety for
the above referenced project.
Please call if you have any questions.
Respectfully,
Paul Reinke
2650 Thousand Oaks Boulevard, Suite 2200 Memphis,TN 38118 1 901.531.8716 (d) 1 901.531.8766(f)
Page 1 of 1
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PAYMENT SUMMARY RECEIPT
TOWN OF SOUTH WINDSOR
1540 SULLIVAN AVENUE
SOUTH WINDSOR CT 06074
DATE: 02/23/16 CUSTOMER#: 000000000
TIME: 11:08
CLERK: laurenlz
RECPT#: 20847455 PREV BAL:
TP/YR: MS/2016 AMT PAID: 5000.00
BILL: ADJSTMNT:
EFF DT: 02/23/16 BAL DUE:
PERMITS/INSP PAYMENT
-----------------TOTALS-----------------
PRINCIPAL PAID: 5060.00
INTEREST PAID: .00
ADJUSTMENTS: .00
DISC TAKEN: .00
AMT TENDERED: 5000.00
AMT APPLIED: 5000.00
CHANGE: .00
PAID BY: EVERGREEN WALK LIFES
PAYMENT METH: CHECK
PAYMENT REF: 039904
PAYMENT SUMMARY RECEIPT
TOWN OF SOUTH WINDSOR
1540 SULLIVAN AVENUE
SOUTH WINDSOR CT 06074
DATE: 02/23/16 CUSTOMER#: 000000000
TIME: 11:06
CLERK: laurenlz
RECPT#: 20847454 PREV DAL:
TP/YR: MS/2016 AMT PAID: 5000.00
BILL: ADJSTMNT:
EFF DT: 02/23/16 BAL DUE:
PERMITS/INSP PAYMENT
-----------------TOTALS-----------------
PRINCIPAL PAID: 5000.00
INTEREST PAID: .00
ADJUSTMENTS: .00
DISC TAKEN: .00
AMT TENDERED: 5000.00
AMT APPLIED: 5000.00
CHANGE: .00
PAID BY: EVERGREEN WALK LIFES
PAYMENT METH: CHECK
PAYMENT REF: 039903
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w� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074
J�OSOR•CO TELEPHONE(860) 644-2511
March 24, 2016
Dominic Celtruda
BL Companies
150 Trumbull Street, 6t'Floor
Hartford, CT 06106
Dear Mr. Celtruda:
Re: Preconstruction Meeting for Appl. 15-62P, Evergreen Walk Lifestyle Center Tenant Space 500E,
100 Hemlock Avenue
IN ATTENDANCE
Name Company E-MAIL Phone
number
Michele R. Lipe SW Planning michele.li e southwindsor.or 644-2511 x252
Jeffrey Doolittle SW Engineering 'effre .doolittle southwindsor.or 644-2511 x245
Bernie Drabek SW Engineering beniard.drabek southwindsor.org 644-2511 x241
Erik Maziarz SW Fire Marshal erik.maziarz southwindsor.or 860-282-0669
Christopher Dougan SW Building christo her.dou an southwindsor.or 644-2511 x232
Christopher Duchesne SW Police Dept. christo her.duchesne southwindsor.or 860-648-6266
Dominick Celtruda BL Companies dceltruda@blcompanies.com 860-760-1903
Bob Nelson KBE Building bnelson kbebuildin .com 860-250-0547
Richard Testa RRJR Construction wedig@jjrconst.com 203-219-7799
Corp
Anthony Piscitelli KBE Building gpiscitelli@kbebuilding.com 860-250-7597
The following is a brief summary of points discussed during the meeting:
Erosion and Sedimentation Control
1. All erosion and sedimentation control measures are to be in place prior to earth moving operations in
each area and maintained/cleaned out during construction. Call Jeffrey Folger, Senior Environmental
Planner for inspection when measures are in place, prior to commencement of site work or if any
problems/concerns arise during construction at 860-644-2511 Ext. 229.
2. All topsoil stockpile areas to be protected(ringed with haybales or equal).
3. During construction a crushed stone tracking pad may need to be installed and maintained to minimize
tracking of dirt/gravel on to Buckland Road and Hemlock Avenue. Calcium chloride or water is to be
used for dust control as required.
Public Works
1. Three complete sets of approved/revised plans to be provided to Town prior to start of
construction. They will be stamped by the Planning Department along with plans developer
needs. Only approved plans are to be used on the job site.
2. The Engineering Department is to be notified forty-eight (48) hours prior to the start of major
construction work in Hemlock Avenue with inspections and testing per Developers Checklist for
the following:
a. After site is staked out
b. All drainage work
c. Preparation of subgrade, compaction tests as per Developer's checklist
d. Placement of bituminous concrete,two (2)inch layers maximum
3. A drain layers permit is needed prior to work on the sanitary sewer lateral and grease interceptor.
The connection fee is due before the drain layers permit is issued.
4. Certification of gravel used as subbase and processed stone for base will be required from an
approved testing company
5. Certification of all products used -- storm pipe, structures, pavement, oil/grit separator and sewer
grinder pump system shall be presented to the Town Engineer prior to installation.
6. No subgrade formation/base in frozen ground/snow. Same for pipe/structure installation.
7. Progress As Built Plans may be submitted to the Town Engineer for approval prior to paving and
after subgrade formation. Show elevations and location of all storm drainage and sanitary sewer.
8. An as built plan will be required for the improvements to the site and any abutting roads.
9. As built plans are to include horizontal and vertical location of all underdrains, footing drains,
and sanitary sewer service laterals located as per revised as-built checklist.
10.All pipe and structures to be backfilled with free draining material compacted in maximum one
foot lifts with approved compaction equipment or approved equal if deep trench is encountered.
Any pipe or structure work requires inspection prior to backfilling.
11.Any problems and/or questions regarding construction of this project will be directed to Anthony
Piscitelli from KBE in the field at cell phone 860-250-7597.
12.All filling to be done in accordance with Department of Transportation specifications. To be
compacted in maximum lifts and tested as necessary.
13.Job meetings will be held as needed, and can be called by the developer or Town.
14. Seventy-two (72) hours' notice needed for certificate of occupancy inspection and a $35 C.O.
inspection fee is due at that time.
15. Any proposed changes are to be presented to the Engineering or Planning Department prior to
implementation on change order form in quadruplicate with 4 copies of the drawing. Town will
attempt to turn around within 24 hours.
16.Normal hours of operation 7:00 a.m.—5:00 p.m.,no work on Sunday.
17. KBE Field Office will be in the old Highland Park Market.
18.No paving after October 15 or before April 15 without written approval from Director of Public
Works.
19. Extra care must be taken when compacting around structures such as catch basins and manholes.
These spots often become problem areas in the future due to settling, therefore, the town
staff/inspectors will be requesting additional compaction tests in these areas.
20. Sanitary lateral and grease interceptor locations should be tied down to existing structures and
shown on the progress as built.
21. During construction of individual sanitary sewer house laterals, the contractor shall prepare an as-
built sketch on standard form provided by the Engineering Department. This form should be
submitted to the design engineer/surveyor for their use in preparing the as-built plan. The
Engineering Department suggests that the contractor also show locations of foundation drains and
water laterals on this form.
22. Any unfinished site work will be bonded prior to Engineering and Planning Department sign-offs
for a Certificate of Occupany.
Planning Department
1. Landscaping is to be installed in accordance with the approved landscaping plan. If there are
changes required, contact the Planning Department. Additional landscaping installed on one part
of a site will not preclude planting all of the remaining items shown on the landscaping plan.
2. Sign permits are required for all temporary and permanent signs.
Utilities
1. Contact utilities for coordination of utilities connection.
Fire Marshal(Commercial Facilities)
1) Documents—Complete set of stamped plans with the following:
a. Plan review paid
b. Code information sheet
c. Exiting plans with travel distances
d. Wall types
e. Door schedule
f. Mechanical,Electrical,reflected ceiling
g. Fire alarm
h. Basic sprinkler layout
** PLAN REVIEW COULD TAKE 30 DAYS FOR APPROVALS **
2) Inspections:
a. Above ceiling
b. Penetrations and separations
c. Sprinkler system
A. Hydraulic calculations and cut sheets
B. Underground flush and hydrostatic test
C. System hydrostatic test
D. Main drain test/inspectors test
E. Outside bell
F. NFPA 13 paperwork
d. Fire Alarm
e. Emergency lighting test
f. Final Inspection
** PLEASE NOTE THE FOLLOWING**
1. Consulting inspection will be welcomed
2. Multiple inspections can be done on the same day
3. Stocking/addition of fixtures to occupancy will only be allowed if the life safety systems are on
line.
Police Services
1. Emergency phone numbers for the duration of the construction must be provided to Police Services on
a company letterhead. If the developer occupies or owns the building after construction emergency
numbers must be provided to Police Services.
2. All buildings located on property that abuts a public highway must be numbered and visible from the
street. All numbering shall comply with Town Ordinance 6-800 through 6-802.
3. Barns, garages, and outbuildings, which are located on the same premises as a numbered structure, are
excluded.
4. Erect temporary sign on the site during construction identifying the project.
5. If an alarm is to be installed contact Police Services.
BuildinE Department
1. Plan review with Building Official/Fire Marshal required prior to application for building permit.
Coordinate with.Chief Building Official.
Very truly yours,
Jeffrey Doolittle
Town Engineer
JD/llz
cc: Michele Lipe,Director of Planning
Bernie Drabek,Engineering Inspector
Michael Gantick, Public Works
Christopher Dougan, Chief Building Official
Fred Shaw, Superintendent of Pollution Control
Walter Summers, Fire Marshal
Utilities
PRECONSTRUCTION MEETING SIGN-IN SHEET
PLEASE Print Clearly
M I M AK
(OuTit-JOA
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S�tJ (.�i`l5�� 17 ,
BOND TRANSMITTAL
DATE: 11/17/16
APPLICANT NAME Evergreen Walk Lifestyle Center, LLC
ADDRESS 7 Giralda Farm
Madison, New Jersey 07940
PROJECT LOCATION/ADDRESS LOT Evergreen Walk
SUBDIVISION Tenant Space 500E Panera Bread
P&Z OR IWA/CC APPLICATION NUMBER 15-62P
AMOUNT OF BOND $ 5,000 C.O. Site Bond
CHECK NUMBER 043551
DEPARTMENT PLANNING
SUBMITTED BY Lauren Zarambo 11/17/16
NAME DATE /
PROCESSED BY FINANCE
NAME DATE
SUB ACCOUNT NUMBER 5-0 D a 3 4
MUNIS APPLICATION 201501737
WA\Planning Admin\PZC\Bonds\2016 Bonds\15-62P EvergreenWalk Panera CO Site Bond Trans.doc
PAYMENT SUMMARY RECEIPT
TOWN OF SOUTH WINDSOR
1540 SULLIVAN AVENUE
SOUTH WINDSOR CT 06074
DATE: 11/17/16 CUSTOMER#: 000000000
TIME: 15:54
CLERK: laurenlz
RECPT#: 20895217 PREV BAL:
TP/YR: MS/2017 AMT PAID: 5000.00
BILL: ADJSTMNT:
EFF DT: 11/17/16 BAL DUE:
PERMITS/INSP PAYMENT
-----------------TOTALS-----------------
PRINCIPAL PAID: 5000.00
INTEREST PAID: .00
ADJUSTMENTS: .00
DISC TAKEN: .00
AMT TENDERED: 5000.00
AMT APPLIED: 5000.00
CHANGE: .00
PAID BY: EVERGREEN WALK LIFES
PAYMENT METH: CHECK
PAYMENT REF: 043551
SOWN Se'l
G
Tio� ap ses �
• w� 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074
f�Osox•co TELEPHONE(860) 644-2511
November 18, 2016
Paul Reinke, LEED AP
Poag Shopping Centers, LLC
2650 Thousand Oaks Boulevard, Suite 2200
Memphis, TN 38118
Re: Appl. 15-62P,Evergreen Walk Tenant Space 500E Site Bond Release and Transfer
Dear Mr. Reinke:
This is to advise you that the Planning and Zoning Commission voted on November 15, 2016 to release
the following bond as follows:
_Appl 15-62P Everareen Walk Tenant Space 500E $5,000 E&S Bond reduced by $5,000 to leave a
balance of-0-
The released funds have been redirected toward the site bond required for remaining items to be
completed associated with the Certificate of Occupancy for the above referenced Evergreen Walk tenant
space.
If you have any further questions,please contact the Planning Department at 860-644-2511, ext. 253.
Thank you.
Sincerely,
Michele R. Lipe,AICP
Director of Planning
MRL/llz
cc: Jeff Doolittle, Town Engineer
Jeff Folger, Senior Environmental Planner
Hunter Foster,Poag Shopping Centers, LLC
Page 1 of 2
Zarambo, Lauren L.
From: Hunter Foster[hfoster@poagllc.com]
Sent: Friday, November 18, 2016 11:42 AM
To: Paul Reinke; Zarambo, Lauren L.
Subject: RE: Panera C.O. Site Bond
Lauren,
That is the correct W-9 for Evergreen,you can use that.Just make the check out to the business name,
Evergreen Walk Lifestyle Center, LLC and mail it to the address Paul gave you.
Let me know if there's anything else.
Hunter
From: Paul Reinke
Sent: Friday, November 18, 2016 10:29 AM
To: Hunter Foster; 'Zarambo, Lauren L.'
Subject: FW: Panera C.O. Site Bond
Hunter—please assist Lauren with this. Thanks!
Paul Reinke,LEED AP I development director
Poag Shopping Centers,LLC
2650 Thousand Oaks Blvd,Suite 2200 1 Memphis,TN 38118
d:901.531.87161 c:901.461.90341 preinke@poaelic.com www.poagllc.com
Shopping Centers
Small Details !dig Expenence(s)
From: Zarambo, Lauren L. [ma ilto:Lauren.Za ram bo(&southwindsor.ora]
Sent: Friday, November 18, 2016 10:25 AM
To: Paul Reinke
Subject: RE: Panera C.O. Site Bond
Hi Paul,
We will have to have an associated W-9 form to use the name and address indicated.
Please find attached W-9 for the previous bond submitted for the Evergreen Walk Lifestyle Center LLC, Tenant
Space 500E.
Also, please find attached W-9 form is necessary.
Thank you,
Lauren L Zarambo
Planning Department Secretary
11/18/2016
Page 2 of 2
Town of South Windsor
1540 Sullivan Avenue
South Windsor,CT o6074
86o.644.2511 ext 253
From: Paul Reinke [mailto:preinke@poagllc.com]
Sent: Friday, November 18, 2016 10:51 AM
To: Zarambo, Lauren L.
Cc: Lipe, Michele; Hunter Foster
Subject: RE: Panera C.O. Site Bond
Hi Lauren—thanks for checking. All checks should come to the address in my signature block and Attention:
Hunter Foster.
Hunter is on this email should you need to coordinate anything further with him regarding the return of the
bonds. Thanks
Paul Reinke,LEER AP j development director
Poag Shopping Centers,LLC
2650 Thousand Oaks Blvd,Suite 2200 1 Memphis,TN 38118
d:901.531.87161 c:901.461.90341 preinke@poagllc.com www.poaglic.com
Shopping Centers
SMa60 Details I Sig Expe6ence(s)
From: Zarambo, Lauren L. [mailto:Lauren.Za ram bo@southwindsor.org]
Sent: Friday, November 18, 2016 8:53 AM
To: Paul Reinke
Cc: Lipe, Michele
Subject: Panera C.O. Site Bond
Importance: High
Hi Paul,
We are processing the check we received from Paragon Bank for the C.O. Site Bond for Tenant Space 500E
(Panera).
The address previously used for this application's account and return of the bond is:
Evergreen Walk Lifestyle Center, LLC
7 Giralda Farm
Madison, New Jersey 07940
Please confirm that this is the address to use.
Thank you,
Lauren L Zarambo
Planning Department Secretary
Town of South Windsor
1540 Sullivan Avenue
South Windsor, CT o6074
86o.644.2511 ext 253
11/1 R/9016
KBE BUILDING
CORPORATION
coNsTRUCTION MANAGER DESIGN BUILDER 11 GENERAL CONTRAtTdR
November 15,2016
Town of South Winds-or
1540 Sullivan Avenue
South Windsor,CT 06074
Attn:Michele I.I.Pe—Director ol"Planning
RE:Evergreen Walk SOO-E
Site Lighting
South Windsor,CT 06074
To whom It may concern,
Please accept this letter.of confirmation that to the best of my knowledge,,the site lighting for
the Evergreen Walk SOO-E project was Installed In accordance with the plans and specifications.
Sincerely,
Robert Nelson
Sr.Project Manager
76'Oatteison-PA Road farmingtonCT10603.2 1/ Tel,860.284.7110 Fax:866.264,1174 Info@kbebuilding.com kbebuit0ing.com
NORTHEAST: MID-ATLANTIC: AffimIdtive Action
FWilngtoa,CT//Norwilk CT Columbia,MD Equal Opportunity Employer
Architectureninring An Employee-Owned Company
Engineering
�rur,erittit
D'A&
El,V 1 Lond Surveying
Companies
November 14, 2016
Michele Lipe -Town Planner
Town of South Windsor
1540 Sullivan Street
South Windsor, Connecticut 06074
RE: Site Lighting
Dear Ms. Lipe,
Based on our review of contractor submitted shop drawings, submittals, site reviews/visits and
professional opinion, the site lighting installed as part of the Evergreen Walk Pad 500E Project
has been constructed in conformance with the approved plans BL Companies prepared on behalf
of Evergreen Walk,LLC and the Town of South Windsor.
Should you have any questions or concerns,please feel free to contact me, 860-760-1903
Sincerely
Dominick J. Celtruda,PLA, ASLA
Lead Landscape Architect
Project Manager
CC:Paul Reinke -POAG, Bob Nelson -KBE, Project File
100 Constitution Plaza,101 Floor • Hartford,CT 06103 T(860)249-2200 • F(860)249-2400 • www.blcompanies.com
S0,NN Sf4
m �
° 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074
f�OSOR-CO TELEPHONE (860) 644-2511
August 17,2017
Evergreen Walk Lifestyle Center, LLC
7 Giralda Farm
Madison,New Jersey 07940
Re: Appl. 15-62P, Evergreen Walk Tenant Space 500E Bond Release
To Whom It May Concern:
This is to advise you that the Planning and Zoning Commission voted on August 15, 2017 to release the
following bond as follows:
Appl. 15-62P, Evergreen Walk Tenant Pad 15-62P, Walk Tenant Pad 500E(Panera Bread), Buckland Road-in 151 Buckland Road in the amount
of$5,000 to be reduced by$4,000 to leave a balance of$1,000.
Previously this month, the E&S Bond in the amount of$5,000 was reduced by $5,000 to leave a balance
of-0-and the site bond in the amount of$5,000 was reduced by$5,000 to leave a balance of-0-.
Checks will be mailed to you from the Town of South Windsor. If you have any further questions,please
contact the Planning Department at 860-644-2511, ext. 253. Thank you.
Sincerely,
Gary Bazzano, Chairman
PLANNING&ZONING COMMISSION
GB/llz
cc: Jeff Doolittle, Town Engineer
Jeff Folger, Senior Environmental Planner
BOND RELEASE TRANSMITTAL
DATE: August 17, 2017
APPLICANT NAME Evergreen Walk Lifestyle Center, LLC
ADDRESS 7 Giralda Farm
Madison, New Jersey, 07940
PROJECT LOCATION/ADDRESS LOT Evergreen Walk
Tenant Space 500 E
P&Z OR IWA/CC APPLICATION NUMBER Appl. 15-62P
MUNIS APPLICATION NUMBER 201501737
SUB ACCOUNT NUMBER 500221 (a35
ORIGINAL BOND AMOUNT $5,000 Landscape Bond Check # 039904
(and $5,000 E&S Bond Check #039903 Released 8/9/17)
Please Release $ 4.,000 Landscape Bond Check # 039904
($1,000 to remain)
Please release the bonds indicated above as all of the required
work has been completed.
Lauren L Zaram6o 8f17
NAME DATE
/0I /j.l � BYr
CHECK # ISSUED DATE
y� oo� , pJ
7o+C4
WAPlanning Admin\PZC\Bonds\2017 Bonds\15-62P Evergreen Panera 500E BondReductionTrans.doc
BOND RELEASE TRANSMITTAL
DATE: August 9, 2017
APPLICANT NAME Evergreen Walk Lifestyle Center, LLC
ADDRESS 7 Giralda Farm
Madison, New Jersey, 07940
PROJECT LOCATION/ADDRESS LOT Evergreen Walk
Tenant Space 500 E
P&Z OR IWA/CC APPLICATION NUMBER Appl: 15-62P
MUNIS APPLICATION NUMBER 201501737
SUB ACCOUNT NUMBER 500221 C a 3 5?
ORIGINAL BOND AMOUNT $5,000 Landscape Bond Check # 039904
AND $5,000 E&S Bond Check # 039903
Please Release $ 5,000 E&S Bond Check # 039903
($5,000 Landscape Bond Remaining)
Please release the bonds indicated above as all of the required
work has been completed.
Lauren L Zaram6o _819117
NAME DATE
-7 By
CHECK # ISSUED DATE
l 000 ; 0v
Gam ' 9>000 1 0 0
WAPlanning Admin\PZC\Bonds\2017 Bonds\15-62P Evergreen Panera 500E BondReleaseTrans.doc
BOND RELEASE TRANSMITTAL
DATE: August 9, 2017
APPLICANT NAME Evergreen Walk Lifestyle Center, LLC
ADDRESS 7 Giralda Farm
Madison, New Jersey, 07540
PROJECT LOCATION/ADDRESS LOT Evergreen Walk
Tenant Space 500 E Panera Bread
P&Z OR IWA/CC APPLICATION NUMBER Appl. 15-62P
MUNIS APPLICATION NUMBER 201501737
SUB ACCOUNT NUMBER 500236 (J-3 � 6
ORIGINAL BOND AMOUNT $ 5,000 C.O. Site Bond
Please Release $ 5,000 C.O. Site Bond
Please release the bonds indicated above as all of the required
work has been completed.
Lauren L Zaram6o _819117
NAME DATE
CHECK # ISSUED DATE
S7 o 0 S-. 6 '-
WAPlanning Admin\PZC\Bonds\2017 Bonds\15-62P Evergreen Panera 500E SiteBond ReleaseTrans.doc