HomeMy WebLinkAbout23-37P Clark Street Pump Station TOWN OF SOUTH WINDSOR
PLANNING & ZONING COMMISSION
APPLICATION FORM
Application Number:
Official Receipt Date:
VPC Application #:
APPLICANT: Tony Manfre, South Windsor Superintendent of Pollution Control
PROJECT NAME: Clark Street Pump Station Comprehensive Upgrade Project
COMPLETE LOCATION OF PROPERTY: 450 Clark Street; MBL: 25-29
OWNER OF RECORD ON LAND RECORDS: Town of South Windsor
OWNER ADDRESS: 1540 Sullivan Ave., South Windsor, CT 06074
GIS PIN it GIS PIN #20400450 ZONE RR
NAME, ADDRESS, TELEPHONE &EMAIL ADDRESS OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED:
Tony Manfre, Superintendent of Pollution Control; phone: 860-644-2511 x247;anthony.manfre@southwindsor-ct.gov
Water Pollution Control Facility, 1 Vibert Road, South Windsor, CT 06074 Estimated presentation time: 10 minutes
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)
® Site Plan of Development ❑ New ® Modification Building(s) Sq Ft
❑ General Plan of Development
❑ 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)
PLEASE NOTE: 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.1�
Signature of Applicant Signature of Property Owner
Tony Manfre, South Windsor upenntendent of Pollution Control Michael Maniscalco, South Windsor Town Manager
Print Name of Applicant Print Name of Property Owner Revised 2/26/2021
TIME FRAMES AND PROCEDURES FOR SUBMITTING APPLICATION & PLANS
1. Consult Planning Department for fee schedule. This application must be submitted and signed by the
applicant and owner of the property. If the owner is not available to sign the application a letter must be
submitted by the owner granted permission to the applicant.
2. All maps (3 copies) and documents (3 copies) per the Planning Department Checklist are required at time of
application for review. Plans must be submitted as complete plans -which include the application plus all
required information contained on checklist. It is the applicant's responsibility to ensure that all information
required on the checklist is submitted in one package at the time of submission - including landscaping plans,
architectural elevations, traffic report, etc.
After review, Town staff will notify the applicant of requested/required modifications.
If there are no plan revisions, an additional four (4) full size sets OR ten (10) 11"x17" size sets are required
prior to the meeting day. If the applicant revises plans, seven (7) new full size sets OR three (3) full size and ten
(10) 11"xl7" size sets must be submitted. Revised plans should include all sheets and be complete packages
(Applicant may disassemble previously submitted plans and reuse sheets if so desired). Plans are required to
be submitted at least one (1) week prior to the day of the public hearing or meeting.
Note: If the applicant is required to go in front of the Architectural Design Review Committee, it is imperative
that the applicant fulfill the requirements on the ADRC checklist by the time of the meeting.
3. The applicant shall be responsible for displaying a sign on the property that states that an application is
pending before the Commission. The sign shall be visible from a town street and shall be displayed for at least
ten (10) days before the scheduled meeting. Signs are available in the Planning Department, South Windsor
Town Hall.
4. For any application for a zone change, special exception use, open space subdivision/resubdivision, earth
filling, detached in-law or accessory apartment, or major home occupation, the applicant shall notify abutting
property owners in writing by certified mail or certificate of mailing within seven (7) calendar days of the time
an application is submitted that an application is pending in front of the Commission. The applicant is
required to provide a copy of the certified letter and to whom the letter was sent. The applicant may also be
requested by the Commission to notify other property owners at the direction of the Commission. (If an
application is submitted to the Planning and Zoning Commission and the Inland Wetlands Agency /
Conservation Commission simultaneously, one letter addressing both applications can be sent.)
5. All prospective applicants are urged to confer with Planning Department and Engineering Department staff
prior to submission of any application to the Commission.
6. Applications are officially received at regular meetings of the Planning &Zoning Commission which are
generally held the 2nd and 4th Tuesday of the month.
7. Incomplete applications may result in rejection by the Planning and Zoning Commission.
Revised 1/15/20
d.Profile of roadway showing existing and finished grades. Roadway profile
will show all tangent grade and all vertical curve information.
e.Profile will show all catch basins and all drainage lines between catchbasins with all invert and top of frame elevations, sizes, lengths andslopes 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. TheTown Engineer shall, based on standard engineering practices, determinethe accessibility of these controls.
h.Profiles shall show all sanitary sewer lines and manholes, includingelevations, (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 aprovision 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.
12.Sanitary Report: Where individual sanitary sewage disposal systems are
proposed, the final plans shall include a Sanitary Report certified by aProfessional Engineer. The report shall demonstrate the feasibility of theproposed individual systems.
DATE 7
'
February 2002; Rev. 4-04
4
James Rotondo, Engineering Manager, Pereira Engineering, LLC
CT P.E. No.: 17057
SOUTH WINDSOR PUMP STATIONS: BENEDICT DR., CLARK ST., & PLEASANT VALLEY RD., SOUTH WINDSOR , CT
ZONING SETBACK TABLE 1
Table 1 South Windsor PSs Zoning Setback Summary Page 1 of 1
Zone and Pump
Station Site
Lot Area
(SF)
Frontage1
(feet)
Lot Depth
(feet)
Front Yard2
(feet)
Rear Yard3
(feet)
Side Yard3
(feet)
Stories Height
(feet)
Lot
Coverage
A-20 Zone:
Benedict Dr. PS 20,000 100 150 40 40 or 10 if
height <12 ft 10 2 ½ 30 20%
RR Zone:
Clark St. PS 40,000 175 200 27a
(50)
10a
(50)
5a
(20) 2 ½ 30 15%
A-20 Zone:
PV Rd. PS 20,000 100 150 17b
(40)
40 or 10 if
height <12 ft 10 2 ½ 30 20%
Notes:
Notes taken from Table 3.1.2.A: Residential Area, Density and Dimensional Requirements from the South Windsor Zoning Regulati ons, Revised March 27, 2022. Note
that “Impervious Coverage” requirements from this table are not applicable to the A -20 and RR Zones.
1. Lots with frontage on Buckland Road or Sullivan Avenue have a minimum lot width of 150 feet. Where the requirements of Table 3.1.2.A are greate r, the
Table 3.1.2.A requirements apply.
2. Lots with frontage on Buckland Road or Sullivan Avenue have a minimum front yard setback of 50 feet. Where the requirements of Table 3.1.2.A are greater,
the Table 3.1.2.A requirements apply.
3. Buffers are in addition to required side/rear yards.
Notes specific to the PS sites based on prior variances obtained for certain sites.
a. For the Clark St. PS site located at 450 Clark Street, three variances were granted by the South Windsor Zoning Board of Appeals on April 5, 2001 for the front
(27 ft instead of 50 ft), side (5 ft instead of 20 ft), and rear yard (10 ft instead of 50 ft) setbacks as noted in the table. The number in parentheses is the normal
setback required by the Zoning Regulations.
b. For the PV Rd. PS site located at 947 Pleasant Valley Road, a variance was granted by the South Windsor Zoning Board of Appeals on June 16, 2005 for pump
station improvements to allow modification of an existing nonconforming structure MF zone. A Site Plan for 565 PV Road, prepared by CDM and P.E. signed
3/17/03 indicates a 17 ft front yard setback from the property line for the electrical and controls building. The number in parentheses is the normal setback
required by the Zoning Regulations.
Abbreviations:
A-20 Residential A-20 Zone
PS Pump station
PV Pleasant Valley
RR Rural Residential Zone
SF square feet
NARRATIVE ATTACHMENT TO APPLICATION
Clark Street Pump Station (PS)
Upgrade Project
Page 1 of 3
TOWN OF SOUTH WINDSOR
PLANNING & ZONING COMMISSION APPLICATION FORM:
SITE PLAN MODIFICATION
CLARK STREET PUMP STATION (PS) UPGRADE PROJECT
NARRATIVE ATTACHMENT TO APPLICATION
Introduction and Contacts:
The Town of South Windsor maintains and operates a wastewater pump station (PS) located on
Town-owned property at 450 Clark Street, South Windsor, CT. Arcadis is preparing the design
drawings and contract documents for this PS comprehensive upgrade project. JKB Consulting,
LLC (as a subconsultant to Arcadis) is providing permit application preparation assistance.
Provided below is a project description and additional responses to parts of the South Windsor
Planning & Zoning Commission Application Form: Site Plan Modification.
GENERAL PROJECT DESCRIPTION:
Site Description:
The wastewater PS is located at 450 Clark Street on a parcel of land owned by the Town of
South Windsor in the Rural Residential (RR) Zone based on the South Windsor Zoning Map
2018. Figure 1 shows the location of the PS site on the zoning map. The PS site is located
immediately adjacent to Plum Gulley Brook and lies within the Podunk River watershed
(CTDEEP ID: 4004-01).
Attachment 1 includes Site Plans prepared by Arcadis, entitled: “Town of South Windsor
Benedict Drive, Clark Street, and Pleasant Valley Road Pump Stations Comprehensive
Upgrades”. Wetlands were field delineated by William Kenny Associate s, LLC and the
delineated wetlands can be seen on the Existing Conditions Map (sheet G-004). Sheet D-003
includes a Demolition Site Plan and sheet C-006 includes a Soil Erosion and Sediment Control
Plan. As can be seen on the Site Plan Sheet C-003, there is no proposed work within the
delineated wetlands. Some of the work , however, does occur within the 100-foot upland review
area (URA) of the wetlands. A minimal impact wetlands application is also being submitted to
South Windsor for this project.
The PS site is partially located within the FEMA floodway and partially within the 100-year
floodplain Zone AE. The PS site is located immediately adjacent to Plum Gulley Brook. The
site plans show the relevant FEMA zones. The 100-year floodplain elevation for the site is 65.4
feet NAVD 88 and the 500-year floodplain elevation for the site is 67.0 feet NAVD 88.
Purpose & Description:
This wastewater PS will be upgraded, including demolition and removal of an existing jib crane
and concrete pad, demolition and removal of an existing transformer and concrete pad,
demolition of another existing concrete pad that formerly housed a tank, and demolition and
removal of the existing generator and concrete pad. The existing driveway will also be removed
and replaced. Other work includes removal of an existing retaining wall at the southern property
boundary and installation of new screening fence on this same side of the PS. A new raised
NARRATIVE ATTACHMENT TO APPLICATION
Clark Street Pump Station (PS)
Upgrade Project
Page 2 of 3
concrete pad will be installed for a new generator with a diesel belly tank on the south end of the
site, and a new transformer on a concrete pad will also be installed on the south end of the sit e
closer to Clark Street. The new transformer is located outside the mapped 100 -year floodplain.
The new concrete pad for the generator is partially located in the mapped floodplain, however,
the new pad and generator are replacing existing structures and the existing ground elevations in
this area are at ~elevation 65.4 feet NAVD 88 which is the elevation of the 100-year flood.
Therefore, there will be no new fill in the floodplain. Minor grading in the floodplain is
considered nominal. Work in the floodway includes minor paving and below -grade work, and
no new fill is proposed within the floodway.
Other work includes minor grading, new paving, fencing, lighting and other miscellaneous site
improvements. In addition, the existing pump station building will be modified to improve flood
resiliency since the finished floor (FF) currently sits at elevation 64.9 feet NAVD 88, which is
below the 100-year base flood elevation (BFE). Improvements include providing flood vents to
equalize the hydrostatic forces on walls, providing an interior platform to access elevated
electrical components, providing a new double door, and providing a stair and landing outside
the new door. Electrical components within the building will be raised to elevation 68.4 feet
NAVD 88 which is equal to the 100-year BFE + 3 feet to meet State resiliency requirements.
Pumps in the “dry pit” are also being replaced with submersible pumps so they can continue to
operate if the building floods. Other miscellaneous building updates will occur, including minor
painting and replacement of roof shingles.
The new generator with the 1,132-gallon diesel belly tank will be installed on a concrete pad
with a minimum elevation of 67.0 feet NAVD 88, which is equivalent to the elevation of the
500-year flood. The new transformer concrete pad will have an elevation of 68.65 feet NAVD
88 which is more than 3 feet above the 100-year BFE. Attachment 1 includes the project site
plans prepared by Arcadis that show the existing conditions, demolition work and changes to the
PS.
Appropriate erosion and sediment (E&S) control measures will be utilized to minimize erosion
and sedimentation off-site, to protect any impacted stormwater features, and to protect adjacent
wetlands and Plum Gulley Brook adjacent to the site. The Contractor will be responsible for all
E&S control measures installation, monitoring and maintenance. The entire PS encompasses a
total of approximately 6,750 square feet (SF) (~0.15 acres). Therefore, the total site disturbance
for this project will be, at a maximum, 0.15 acres which is less than 0.5 acres (the threshold for
the need for an E&S Control Plan). Refer to site plan C-006 for E&S notes and details.
Site Plan Modifications:
Attachment 2 includes the completed South Windsor Checklist Required Information Site Plans.
As indicated on the Checklist, relevant existing and proposed site features are shown on t he Site
Plans. Table 1 attached here is a zoning setback table that includes the relevant setbacks for this
PS (and others), and includes prior variances, as applicable. In addition, a table is included on
Sheet C-003 of the Site Plans that shows how the proposed improvements comply with the
required setbacks and zoning requirements.
Below is a summary of the proposed site plan modifications.
NARRATIVE ATTACHMENT TO APPLICATION
Clark Street Pump Station (PS)
Upgrade Project
Page 3 of 3
• The new generator with the diesel belly tank and pad will be located a minimum of 5 feet
from the side property line, 10 feet from the rear property line, and 27 feet from the front
property line in accordance with prior variances obtained for the PS site (refer to Table
1). The height of the new generator will be within the zoning height restriction of 30 feet.
• The new transformer and concrete pad will be installed as shown on the south side of the
PS site.
• The existing PS building will remain in place.
• As requested by the Town of South Windsor, the amount o f new impervious surface was
minimized and stone will be placed to provide a n extended snow plow area to push snow
to during the winter at the back of the pump station site. For the snow plow area, current
grades will be maintained such that there will be no new fill in the floodplain or
floodway. The Town is coordinating obtaining an easement from the adjacent property
owner for placement of the proposed snow plow area.
• There are no proposed changes to stormwater handling at the PS site.
• There is no new lighting as part of the upgrades.
• New fencing will consist of 6-foot high chain-link fence (CLF) around the PS and a solid
screening fence on the south side. A new security entrance gate will also be installed
consisting of an 18-foot sliding chain link fence gate .
• A new area of turf reinforcement will be placed near the PS entrance to Clark Street .
Project Schedule:
The anticipated work schedule is as follows:
Bidding: Winter 2023-2024
Construction Start: Summer / Fall 2024
Construction End: Summer / Fall 2025
Town of South Windsor
Geographic Information System (GIS)
Date Printed: 10/13/2022
Approximate Scale: 1 inch = 200 feetMAP DISCLAIMER - NOTICE OF LIABILITY
This map is for assessment purposes only. It is not for legal description
or conveyances. All information is subject to verification by any user.
The Town of South Windsor and its mapping contractors assume no
legal responsibility for the information contained herein.
TOWN OF SOUTH WINDSOR, CT
SOUTH WINDSOR PLANNING & ZONING COMMISSION
APPLICATION FORM: SITE PLAN MODIFICATION
CLARK STREET PUMP STATION
COMPREHENSIVE UPGRADE PROJECT
450 Clark Street, South Windsor, CT
August 2023
Clark Street Pump Station (PS)
Upgrade Project
450 Clark Street
South Windsor, CT
i
TOWN OF SOUTH WINDSOR
PLANNING & ZONING COMMISSION APPLICATION FORM:
SITE PLAN MODIFICATION
CLARK STREET PUMP STATION (PS) UPGRADE PROJECT
TABLE OF CONTENTS
LOCATION TITLE
BEGINNING OF
APPLICATION
Town of South Windsor Planning & Zoning Commission
Application Form
AFTER THE
APPLICATION FORM
Narrative Attachment to Application
FIGURE 1 Zoning Map
ATTACHMENT 1 Site Plans prepared by Arcadis
ATTACHMENT 2 Town of South Windsor Checklist Required Information Site
Plans
TABLE 1 Zoning Setback Table
User:ERIC Spec:AUS-NCSMOD File:G:\1309\DWG\1309SP01.DWG Scale:1:1 SavedDate:7/5/2023 Time:16:24 Plot Date: Eric Homburg; 7/17/2023; 16:44 ; Layout:C001
NO.ISSUED FORDATE BY
TOWN OF SOUTH WINDSOR
JUNE 2023
LEGAL ENTITY:
ARCADIS U.S., INC.
ARCADIS U.S., INC.
1 2 3 4 5 6
A
B
C
D
E
30039906
BENEDICT DRIVE, CLARK
STREET, AND PLEASANT
VALLEY ROAD PUMP STATION
COMPREHENSIVE UPGRADES
CONSULTANTS
SEALS
SHEET TITLE
COPYRIGHT:
2022
DATE:
PROJECT NO.:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
SCALE:
SHEET NO.:OF
REVISIONS
DRAWING NO.:
PROJECT STATUS:
BAR IS ONE INCH ON
UNREDUCED DRAWING
0 1
95% SUBMITTAL
91
EFH
EFH
JCP
AS SHOWN
012
ABBREVIATIONSLEGEND
CLARK STREETPLUM GULL
Y
B
R
O
O
K
DEMOLITION LEGEND
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NO.ISSUED FORDATE BY
TOWN OF SOUTH WINDSOR
JUNE 2023
LEGAL ENTITY:
ARCADIS U.S., INC.
ARCADIS U.S., INC.
1 2 3 4 5 6
A
B
C
D
E
30039906
BENEDICT DRIVE, CLARK
STREET, AND PLEASANT
VALLEY ROAD PUMP STATION
COMPREHENSIVE UPGRADES
CONSULTANTS
SEALS
SHEET TITLE
COPYRIGHT:
2022
DATE:
PROJECT NO.:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
SCALE:
SHEET NO.:OF
REVISIONS
DRAWING NO.:
PROJECT STATUS:
BAR IS ONE INCH ON
UNREDUCED DRAWING
0 1
95% SUBMITTAL
91
EFH
EFH
JCP
1" = 10'
8
CLARK STREETPLUM GULL
Y
B
R
O
O
K
LOCATION MAP
SITE
LEGEND
User:ERIC Spec:AUS-NCSMOD File:G:\1309\DWG\1309SURV02.DWG Scale:1:1 SavedDate:10/12/2022 Time:15:12 Plot Date: Eric Homburg; 7/18/2023; 09:55 ; Layout:G004
NO.ISSUED FORDATE BY
TOWN OF SOUTH WINDSOR
JUNE 2023
LEGAL ENTITY:
ARCADIS U.S., INC.
ARCADIS U.S., INC.
1 2 3 4 5 6
A
B
C
D
E
30039906
BENEDICT DRIVE, CLARK
STREET, AND PLEASANT
VALLEY ROAD PUMP STATION
COMPREHENSIVE UPGRADES
CONSULTANTS
SEALS
SHEET TITLE
COPYRIGHT:
2022
DATE:
PROJECT NO.:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
SCALE:
SHEET NO.:OF
REVISIONS
DRAWING NO.:
PROJECT STATUS:
BAR IS ONE INCH ON
UNREDUCED DRAWING
0 1
95% SUBMITTAL
91
EFH
EFH
JCP
1" = 10'
4
CLARK STREETPLUM GULL
Y
B
R
O
O
K
User:ERIC Spec:AUS-NCSMOD File:G:\1309\DWG\1309SP03.DWG Scale:1:1 SavedDate:7/17/2023 Time:16:18 Plot Date: Eric Homburg; 8/2/2023; 13:46 ; Layout:C003
NO.ISSUED FORDATE BY
TOWN OF SOUTH WINDSOR
JUNE 2023
LEGAL ENTITY:
ARCADIS U.S., INC.
ARCADIS U.S., INC.
1 2 3 4 5 6
A
B
C
D
E
30039906
BENEDICT DRIVE, CLARK
STREET, AND PLEASANT
VALLEY ROAD PUMP STATION
COMPREHENSIVE UPGRADES
CONSULTANTS
SEALS
SHEET TITLE
COPYRIGHT:
2022
DATE:
PROJECT NO.:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
SCALE:
SHEET NO.:OF
REVISIONS
DRAWING NO.:
PROJECT STATUS:
BAR IS ONE INCH ON
UNREDUCED DRAWING
0 1
95% SUBMITTAL
91
EFH
EFH
JCP
1" = 10'
14
ZONING COMPLIANCE TABLE
CLARK STREETPLUM GUL
L
Y
B
R
O
O
K
LOCATION MAP
SITE
SOIL EROSION AND SEDIMENT CONTROL LEGEND
User:ERIC Spec:AUS-NCSMOD File:G:\1309\DWG\1309SP03.DWG Scale:1:1 SavedDate:7/17/2023 Time:16:18 Plot Date: Eric Homburg; 8/2/2023; 13:47 ; Layout:C006
NO.ISSUED FORDATE BY
TOWN OF SOUTH WINDSOR
JUNE 2023
LEGAL ENTITY:
ARCADIS U.S., INC.
ARCADIS U.S., INC.
1 2 3 4 5 6
A
B
C
D
E
30039906
BENEDICT DRIVE, CLARK
STREET, AND PLEASANT
VALLEY ROAD PUMP STATION
COMPREHENSIVE UPGRADES
CONSULTANTS
SEALS
SHEET TITLE
COPYRIGHT:
2022
DATE:
PROJECT NO.:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
SCALE:
SHEET NO.:OF
REVISIONS
DRAWING NO.:
PROJECT STATUS:
BAR IS ONE INCH ON
UNREDUCED DRAWING
0 1
95% SUBMITTAL
91
EFH
EFH
JCP
1"=10'
17
PLANNING DEPARTMENT
06y �E
4
HAND DELIVERED
October 3, 2023
Anthony Manfre
Superintendent of Pollution Control
South Windsor Town Hall
1540 Sullivan Avenue
South Windsor, CT 06074
Dear Mr. Manfre:
Re: Appl. 23-37P Town of South Windsor Pollution Control —Clark Street Pump Station.
We are pleased to advise you that the Planning Department staff approved with conditions the
above referenced application for a Site Plan Modification.
This approval is for minor improvements and upgrades to the existing pump station located at
450 Clark Street, RR and FP zone, as shown on plans prepared by Arcadis U.S., Inc., project
#30039906 dated June 2023. This approval is subject to the following conditions:
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.
4. An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 9.1.3
of the Zoning Regulations.
5. All plans used in the field by the developer must bear the stamp and authorized signature of
the Town of South Windsor.
6. This approval does not constitute approval of the sanitary sewer, which can only be granted
by the Water Pollution Control Authority.
7. The building street number must be included on the final plan.
8. Pavement markings must be maintained in good condition throughout the site drives and
parking areas.
9. All free-standing signs and/or building signs require the issuance of a sign permit before they
are erected.
Black and white transparent mylars of Sheet #C-003 with the above modifications, together with
three print copies of the entire set of plans with live signatures and raised seals 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 must be
reproduced on the mylars.
1540 Sullivan Avenue, South Windsor, CT 06074 1 Tel (660) 644-2511 Ezt 2329 1 Planning@SouthWindsor-CT.gov
After the 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,
`dad pow"
Bart Pacekonis, Chairman
Planning and Zoning Commission
BP/js
cc: Town Engineer
Chief Building Official
Assessor
Fire Marshal