HomeMy WebLinkAboutPlanning and Zoning Dee Zee Ice Cream Co TOWN OF SOUTH WINDSOR
PLANNING&ZONING COMMISSION Ito s '
APPLICATION FORM ,
Application No: .0�kw RECEIVED ,
Official Receipt Date: 11 I y
DEC 2 0 2002
ff
Receipt No:
SOR ENDSOR RMNING DEPI.
APPLICANT: 1"�1D.S LLv�csi:'«✓�hr. �n:n c �uu� bvi�_��IC+
PROJECT NAME:AyZee- ref:, Corr,
ADDRESS: Z-y_f -:�59 �lCyr ir� �f ..vim
OWNER OF RECORD ON LAND RECORDS: Dai,,r v 1 1,c r vr-�s
ADDRESS: jDZ �`v� �I�rn�s��1' - 0606<�
COMPLETE LOCATION OF PROPERTY:
ASSESSOR'S MAP# /06 PARCEL# 37 ZONE
NAME, ADDRESS, TEL&FAX# OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED:
E
i
THIS APPLICATION IS FOR: (Check all that apply): A4.
❑ Zone Change to (Public Hearing required and Certified letter to abutters required)
❑ Subdivision/Resubdivision ❑ Open Space Subdivision (Public Hearing Required)
❑ Subdivision ❑ Minor ❑ Major
❑ Resubdivision(Public Hearing Required) ❑ Minor❑ Major
❑ Conditional Approval
❑ Special Exception to Article (Public Hearing, Certified letter to abutters required)
2"'S'ite Plan of Development
❑ General Plan of Development
❑ Earth Filling (Sec. 15) and/or Earth Removal (Sec. 14 - Public Hearing required)
❑ Regulation Amendment: ❑ Zoning ❑ Subdivision (Attach proposed amendment)
❑ Temporary and Conditional Permit for
❑ Major Horne Occupation for
❑ Other(explain in detail)
An Ap cation Pending sign is required to be posted on the property for all appUcations tea (10) days
i" prior to being heard by the CoDiu
on.
Signature of icant re of Pro Owner
n
Dear Board of Directors:
My summer hours of operation will be Monday through Friday 6:a.m. to
10:a.m. weekends 7:a.m to Ipm. There will be limited hours of operation
during the winter.
I plan to have garbage pick-up one time per month. To clear up any
confusion, It is necessary to have two doors at my place of business as an
alternate exit is needed if one door does not operate correctly. This is
necessary as my busiest time of operation is weekends and it is a virtual
impossibility to get appropriate help in the case of a problem with one or
both doors.
I run a very small operation. My staff includes only myself and one
employee. I will keep the noise level to a minimum. Only two trucks are
operated per day.
Thank you in advance for your cooperation.
Sincerely,
David Zylberman, Owner Dee-Zee Ice Company
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0*1 RECE
NM
Date: February 4,2003 FEB 112003
To: Planning and Zoning Commission of South Windsor MH WINDSOR
From: Residents of Old Parish Drive and Oxbow Lane
Subject: Proposal for Lot#39 on Sandra Drive—Dee Zee Ice Company
This letter is to let you know the concerns we have regarding the proposed Dee Zee ice
Company industrial building on Lot#39 on Sandra Drive. There appears to be some features of
the building plan that will have a detrimental impact on our properties and lives. We are asking
that the plans for the building and surrounding structures be developed in a manner that
minimizes the disturbance to nearby residents. We understand what the zoning laws for business
development permits. We believe that there are choices that can be made now that keep the
disturbance within the industrial zone rather than allowing it to impact an adjoining residential
area. We have a quiet and peaceful and safe neighborhood and would like to keep it this way.
We have listed below speck items of concern along with reasonable and acceptable solutions.
Noise Level Concerns
1. Air conditioning, heating equipment, and compressors located on the roof or at the rear or
sides of the building will produce excessive noise. The current plans identify an air
conditioning pad at the rear of the building. We request the air conditioning, heating
equipment, ice making equipment, compressors, or any external noise producing
equipment to be located inside the building or to the front of the building. Let the noise
they produce be heard by the other businesses on Sandra Drive.
2. The driveway and rear loading dock will also be a source of noise. Is it allowed or
needed? Can it be eliminated? The plans identify plentiful access into the building from
the front of the building. This noise emanating from the use of this road so close to our
property will impact our lives.
3. Has the planning and zoning commission investigated the hours of operation for the
proposed business? Does the business operate on a three shift schedule? Does the
business work on weekends and holidays? When does the work day begin for the
business? What are the acceptable noise decibel levels for residential property?
The work days and hours of operation will indicate if the business will produce noise at
times of the day that will truly be disruptive to a residential neighborhood. Can the
planning and zoning board dictate the hours of operation so as to mitigate this concern?
Visual Blight and Shieldino Concerns
4. The plans now identify that an earthen burm is to be constructed along with a planting
and landscaping design. This is a very good idea. Please require the owner to
guarantee that the plantings will last for two years from the date of occupancy. This
guarantee should be in the form of a pre-paid monetary instrument(i.e. a bond)for an
amount that will cover the expense of completely replanting the burm's landscaping and it
should be held in escrow for the two years. At the end of two years the money can be
returned to the owner.
Continued on second page
Page 3 of 2
Continued from first page
What good will the burm and its landscaping be if the plantings die before they can
become established and acclimated to their new environment?
Security and Safety Concerns
5. Our neighborhood has an awareness of what's going on, not only for our safety, but
especially for our children. Much security will be compromised by the people that will
frequent this business.
Diminishina Property Value Concerns and Property Taxes
6. The addition of any commercial buildings this close to our properties will lower our
property values. You must remember that our properties are also an investment in
addition to our homes. The town will be expected to collect less property taxes due to the
decrease in our property value. The town will need to lower our property evaluations.
We are asking that the Planning and Zoning Board and the developer and owner of this property
address our concerns and adopt the proposed solutions. The concerns and solutions are
reasonable and can be addressed and adopted without major planning changes.
Sincerely,
The Residents of Old Parish Drive and Oxbow Lane, South Windsor, CT
Earl&Janet Moores Stanley&Lisa Grivers Gary&Leslie Lee
40 Old Parish Drive 32 Old Parish Drive 18 9Id Parish rive
SaJ �;
121d
/`Vl,Wasyl&Sharon Szestakow ylou G stomachio --J oufard6 Old Parish Drive ish Drive 5 Oid Parish Drive
Patrick&Zane Colabrese Steven&Patricia Roback
1 id Parish Drive 44 Oxbow Lane
Page 2 of 2
January 23, 2003
Certified#70001670000775520368
PDS Engineering
Attn: Chris Eseppi
107 Old Windsor Road
Bloomfield, CT 06002
RE: Appl. #03-021'—Dee Zee Ice Site—westerly of Sandra Drive,I zone
Dear Mr. Eseppi:
At the January 22, 2003 regular meeting, the Inland Wetlands Agency/Conservation Commission
approved application#03-02P—Dee Zee Ice Site—Sandra Drive—Inland Wetland/Conservation
Commission application for the construction of a 6200 sq. ft. industrial building,parking,
stormwater structures and associated improvements on property located westerly of Sandra
Drive, I, Industrial zone. This approval is subject to the following conditions:
1. One blueprint copy of the entire set of plans and this letter reproduced thereon,must be
submitted to this Commission. 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 application 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 January 22,2008. It is the
landowner(s)/applicant(s)responsibility to track expiration dates and notify the
Commission of a renewal request at least 65 days prior to expiration.
4. All approvals required must be obtained and submitted prior to any activity on the site.
5. A contact person shall be identified on the plans.
6. Incorporate the roof runoff into subsurface infiltrators subject to the test pits and
discussion with Town staff.
Dee Zee Ice Site
January 23, 2003
Page 2
7. We recommend a bond in the amount of$3,000 be submitted to the Planning&Zoning
Commission to ensure compliance with the Erosion and Sedimentation Control
Measures.
Very truly yours,
INLAND WETLANDS AGENCY/
CONSERVATION COMMISSION
Philip Forzley, Vice Chairperson
PF:dr
cc: Chief Building Official
Town Engineer
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1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074
NOs 1R.00 � TELEPHONE (860) 644-2511
CERTIFIED MAIL
February 24, 2003
Mr. Christopher Eseppi
PDS Engineering& Construction, Inc.
107 Old Windsor Road
Bloomfield, CT 06002
Re: Appl#03-02P, Dee Zee Ice, Site Plan
Dear Mr. Eseppi:
We are pleased to advise you that the Planning&Zoning Commission voted on February 18,2003,to approve
with modifications the above referenced application for a Site Plan of Development. This approval is for the
construction of a 6,200 square foot industrial building on property located on the westerly end of Sandra Drive,
I Zone as shown on plans prepared by PDS Engineering&Construction,Job No. C-100, dated December 12,
2003, 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 a bond in the amount of$3,000.00.
4. An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 8.1.10 of the Zoning
Regulations.
5. Footing drains are required if the building has a basement.
6. A landscape bond in the amount of$5,000.00 is required and must be submitted prior to filing of mylars.
7. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of
South Windsor.
8. WPCA approval is required.
9. If a State Traffic Commission certificate is required, no building permits will be issued until the certificate
has been issued(per CGS §14-311).
10. The building street number must be included on the final plan.
11. Engineering comments of February 11, 2003 must be addressed to the Town Engineer's satisfaction.
12. All mechanical units to be located in the front of the building to mitigate sound.
13. The rear loading door and drive must be eliminated.
14. The wall pak lighting must be eliminated.
Black and white transparent mylars of Sheet#2 with the above modifications, together with three blueprint
copies of the entire set of plans must be submitted to this Commission within 30 days 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.
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,
Kevin McCann, Chairman
Planning and Zoning Commission
KMcC/kah
cc: Town Engineer
Chief Building Official
Assessor
Superintendent of Pollution Control
Fire Marshal
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1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074
SOR•co� TELEPHONE (860) 644-2511
March 6,2003
PDS Engineering&Construction,Inc.
107 Old Windsor Road
Bloomfield, CT 06002
Attn: Chris Eseppi
RE: Dee Zee Ice
Sandra Drive, South Windsor,CT
Dear Mr.Eseppi:
The South Windsor Water Pollution Control Authority,at its regular meeting of March 4,2003,gave
approval for the connection to the Town's sewerage system of a commercial building located at Lot#9,
Sandra Drive,South Windsor,CT,as more specifically shown on plans entitled"Site Plan,Dee Zee Ice"
prepared by PDS Engineering&Construction,Inc.,Bloomfield,CT,Drawing No(s)C- 101 dated 10-10-
02,revised 10-23-02, 10-28-02, 12-12-02, 1-9-03, 1-28-03,2-18-03,and subject to the following
conditions:
1. This approval is for the specified use and size of the building as shown on current plans
2. Technical approval of the Town Engineering Department.
3. Final Authority approval and acceptance of the sanitary sewerage connection will be given once
the sewer line has been installed and inspected by the Town staff,and based upon the written
verification of the Town staff that said sanitary sewer line was installed in substantial conformance
with the design plans previously approved by the Authority,and meeting all Town regulations and
appropriate technical specifications relating to sanitary sewer construction.
This approval letter must be superimposed on the final approval plans.
Very truly yours,
Jos6ph J. Carino,Chairman
Water Pollution Control Authority RECEIVED
JJC:dd MAR 1 7 2003
Cc: Matthew Galligan,Town Manager
Michael J. Gantick,Director of Public Works SOUTH WINDSOR PLANNING DEPT
Jeff Doolittle,Town Engineer /
Marcia Banach,Director of Planning
John Collins,Chief Building Inspector
David Zylberman
Appl #02-03P, Dee Zee Ice Site
Planning Department Report
1. Request for site plan approval for the construction of 5,850 sf facility in two phases, on
property located at the northwesterly end of Sandra Drive, I zone. Approximately 650 sf will
be office, with the remainder of the building devoted to the manufacturing of ice.
2. Maximum impervious coverage allowed is 65%. Proposed building height is 21 feet; 40 feet
allowed. Lot size is 40,000+; minimum lot size allowed is 20,000. Frontage is 100;
minimum allowed is 100. Front yard setback is 72 feet, 35 feet allowed.
3. Parking requirements for the proposed uses is 11 paces; 11 spaces have been provided.
4. There is normally a 50-foot buffer between industrial and residential properties; however,
when this subdivision was approved, the buffer width was increased to 75 feet. The site is
presently wooded, and the applicant proposes to construct a berm approximately x feet high
and plant a variety of evergreen trees along the top of the berm. The applicant has provided
cross-sections showing views at 5 years and again at maturity.
5. There will be a loading docks on the front of the building se back on the northerly end.
Because this area abuts up to a residential area to the west, a loading dock in the front of the
building would be least disruptive to the area.
6. There is no outdoor storage proposed with this application. Applicant should be aware that
unscreened outdoor storage is not allowed, and all outdoor storage requires PZC approval.
7. Architecture and Design Review committee reviewed the plans on 2/6/03 and were satisfied
with the design as presented.
8. The applicant is proposing 5 wall paks on the building . They are proposed to be full cut-off
lights and will not shed light beyond the property limits..
9. The applicant has not proposed any signage at this time, however he would be allowed a
building sign as well as a 24 sf free standing sign.
10.There are no regulated wetlands on the site nor 100 year floodplain. IWA/CC has reviewed
the plan for erosion and sedimentation measures and granted approval on 1/15/03 with the
recommendation of a $3,000 bond and no other unusual approval conditions.
I I.Public water and sewer are available. Water Pollution Control Authority approval is
required. A detail of the oil/water separator. The applicant needs to meter amount of water
used to make ice or water not discharged to sanitary sewer.
12.There is a dumpster located along the loading area which is screened.
13.1f this application is approved, there are no other planning modifications to request.
STANDARD APPROVAL MODIFICATIONS FOR SITE PLAN
PROJECT Dee Zee Ice Site Plan APPL.#02-03P
ENGINEER/ARCHITECT PDS Engineering PROD.#
Submit mylars of sheets: 2
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 a bond in the amount of$3,o v o , °%
4. An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 8.1.10 of the
Zoning Regulations.
5. Footing drains are required if the building has a basement.
6. A landscape bond in the amount of$Soon,Ois required and must be submitted prior to filing of
mylars.
7. All plans used in the field by the developer must bear the stamp and authorized signature of the
Town of South Windsor.
8. WPCA approval is required.
9. If a State Traffic Commission certificate is required,no building permits will be issued until the
certificate has been issued(per CGS §14-311).
10. The building street number must be included on the final plan.
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POS ENGINEERING & CONSTRUCTION, INC.
February 5, 2003
Town of South Windsor
1540 Sullivan Ave.
South Windsor, Ct. 06074
Attn: Marcia Banach, Director of Planning
Re: App 02-77P, Dee Zee Ice, Lot 9, Sandra Drive
Dear Marcia,
The following is our response to Comments from Jeffery B. Doolittle, PE dated
Jan. 17, 2003 in regards to Application 02-77P:
1 . Storm water calculations are complete and attached.
2 . The HC parking space has remained in the same location to allow for proper
ramp pitch.
3 . The oil separator is connected to three floor drains. They are used to
collect water from melting ice and occasional vehicle drippings. We
expect a maximum flow of 50 gallons per day at peak summer usage. A 1000
gallon oil separator is the smallest pre cast unit available. Details for
this tank can be found on sheet C-103.
4 . Note added on sheet C-101
5 . Note added on sheet C-101
6. Detail added to sheet C-103
7 . Note added to sheet C-101
8 . Note added to sheet C-101
9. WPCA application will be submitted
Planning Department Comments (Michele Lipe) :
A revised landscape drawing C-102 has been submitted showing buffer
landscaping in accordance with section 10 . 4 .
Environmental Planner Comments (Jeffery Folger) :
1 . Test pits were completed on January 23, 2003. Test data has been added to
drawing C-101.
2 . Roof storm water has been routed into a Stormtech SC 310 Chamber System.
Details may be found on sheet C-103.
Please feel free to contact me if you have any questions .
V Tr 1 qurs
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risto Eseppi, PE
107 Old Windsor Road, Bloomfield, Connecticut 06002 • Tel: (860) 242-8586 • Fax: (860) 242-8587 • www.pdsec.com
DRAINAGE CALCULATION
FOR
DEE ZEE ICE
LOT #9 SANDRA DRIVE
SOUTH WINDSOR , CONNECTICUT
RECEIVED
FES 09,03
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Telephone:(860)242-8586 P a®`��•
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Technical and Design Manual Ba Saver® Inc.
Engineering and Design
BaySaver° separator units are manufactured in three different sizes, and the sizes of both
the primary and storage manholes may be varied to suit any specific site conditions that
need to be addressed. By selecting the separator unit size and making adjustments in the
manhole diameters,the design engineer has the freedom to adapt the BaySaver°system
to the needs of a particular site.
BaySaver° System Sizing
BaySaver°systems may be sized according to either the flow rate through the system or
the impervious area draining to the system. The three different sizes of separator unit
have the hydraulic capacities shown in Table 1.
TABLE 1: BAYSAVER®FLOW CAPACITIES
BaySaver® Low Flow Moderate Flow Bypass Head Loss
Separator Unit Capacity Capacity Capacity (Full Bypass)
cis 2.4 efs 10 cfs 5„
3T 2.5 cfs 7.8 cfs 30 cfs 6"
5K 3.8 cfs 1 11.1 cfs '50 cfs 12"
If the BaySaver°system is to be sized according to the flow capacities, BaySaver®,Inc.
recommends that the treatment capacity(at moderate flow)be set for the two year, one
hour storm. By using this rainfall intensity to estimate the flow rate through the system,
the designer ensures that the BaySaver°operates at low flow efficiency during the less
severe,more common storms throughout the year. hi some applications, a diversion
structure may be necessary to provide the conveyance flow required for flood control.
BaySaver° systems may also be sized according to the impervious area that drains to the
system. Table 2 below shows recommended sizing guidelines based on impervious
drainage area.
TABLE 2: STANDARD BAYSAVER®SIZING GUIDELINES
Impervious Separator Primary Manhole Storage Manhole
Drainage Area Unit Size Minimum Diameter Minimum Diameter
$ 48"
<4.O cres 3K 60" 60"
<5.75 Acres 5K 72" 72"
Standard BaySaver°systems use identically sized structures (48", 60", and 72"for the
1K, 3K, and 5K systems respectively) for both the primary and storage manholes. The
designer may choose to use larger manholes to account for factors specific to the site.
September,2000 9
BaySaver°,Inc Technical and Design Manual
Alternate Configurations:
Standard BaySaver° systems may be improved slightly by using larger than standard
storage manholes. By increasing the diameter of the storage manhole, the retention time
during low flow treatment is increased, thus enhancing the removal efficiency. In addi-
tion to this increased performance, the additional sediment and oil storage capacity will
result in a longer interval between required maintenance procedures. The use of deeper
manholes provides a similar increase in sediment storage capacity and maintenance inter-
val, but does not substantially affect the removal efficiency.
TABLE 3: BAYS"EO STORAGE MANHOLE SIZING GUIDELINES
Impervious Separator Primary Manhole Storage Manhole
Draina a Area Unit Size Diameter Diameter
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1.26—1.40 Acres I 48" 60"
1.41 — 1.60 Acres 1 K 48" 72"
1.61 —4.00 Acres 3K 60" 60"
4.01 —4.25 Acres 3K 60" 72"
4.26—4.75 Acres 3K 60' 84"
4.75—5.75 Acres 5K 72" 72"
5.76—6.50 Acres 5K 72" 84"
6.51 —7.50 Acres 5K 72" 96"
7.51 —8.00 Acres 5K 84" 96"
8.01 —8.50 Acres 5K 96" 96"
To increase the storage capacity for floatables and free oils, a bulkheaded pipe may be
added to the storage manhole. This pipe,which can be up to three feet in diameter, can
help contain a spill, and can be designed to match the volume of the potential event. If a
spill does occur, the BaySaver° system must be maintained as soon as it is safe to do so.
State and local permitting agencies sometimes require BMP sizing guidelines to comply
with regulations not considered in this manual. BaySaver° staff and authorized repre-
sentatives will work with designers and regulators to meet these additional restrictions. If
necessary, BaySaver°, Inc. can custom fabricate separator units to adapt the system to
specific site constraints or regulatory demands. For more information about this option,
please contact BaySaver°or an authorized representative directly.
10 September,2000
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�OSOR•co� AREA CODE 203/644-2511
November 18, 1987
Atty. William E. Grace
479 Buckland Road '
South Windsor , CT 06074
re: #1255 - Charbonneau Resubdivision
Property at Route 5 (John Fitch Boulevard)
Dear Atty. Grace :
Please be advised that the Planning and *Zoning Commission voted at its
November 17, 1987 meeting to approve the above-referenced application fora
resubdivision of land , based on plans prepared by Palmberg & Russo dated
April 13, 1987, Drawings #1 through 11 of 11 , Project No. 86138, subject
to the following conditions and modifications:
1 . All Deeds for open space and roadways; and Easements for conservation
purposes, drainage or utilities, that may be required in connection
with the approval of this subdivision, must be submitted to this
Commission prior to filing the mylars and issuance of building
permits . All deeds must be in accordance with the policy for
accepting deeds and easements and must be approved by the Engineering
Department and Town Attorney. The deeds for the roadways and open
space will be held in escrow until completion of the subdivision and
then referred to the Town Council for acceptance.
2.. Concrete sidewalks, built to Town specifications, shall be installed
on one side of interior streets (the north or east side as
applicable) .
3. Drainage for this subdivision is subject to the approval of the Town
Engineer.
4. If, for any reason, finished grading and other site work is not
completed, the Town Engineering Department shall determine the amount
of a cash bond to ensure final grading and site work. This cash bond
must be submitted prior to issuance of a Certificate of Occupancy.
5. All lots must be connected to the Town of South Windsor sanitary sewer
system and are subject to the approval of the Water Pollution Control
Authority.
} Atty. William E . Grace - 2 - November 18, 1987
6 . Water shall be supplied to this subdivision by Connecticut Water Co.
7. Street lighting shall be installed at intersections and on cul-de-sacs
in accordance with the policy established by the Town Manager .
8. Street names and locations of fire hydrants are subject to the
approval of the Fire Marshal of the Town of South Windsor. Street
names and supporting posts shall be installed by the developer in
conformance with the standards of the Town of South Windsor, at no
expense to the Town.
9. Quantity estimates must be submitted to the Town Engineer for the
purpose of determining subdivision bonding, and all bonds shall be
posted prior to filing the plans .
In the event the Commission votes to accept a Letter of Credit for a
one year term, in lieu of a surety bond , said Letter of Credit must be
renewed on a yearly basis until completion of the development. If a
. new Letter of Credit has not been received within 30 days before the
expiration date, the Commission may, at its option , call the Letter of
Credit it is holding.
10. A drainage assessment fee in the amount of $600 shall be submitted to
this Commission.
11 . A liability insurance policy shall be submitted to this Commission
naming the Town of South Windsor as an insured, with a combined single
limit for bodily injury and/or property damage in the amount of
$1 , 000, 000.
12 . No building permits will be issued until all conditions of approval
have been complied with, and the final plans have been filed in the
Town Clerk' s Office .
13. This approval is subject to the conditions of approval of the Inland
Wetlands Agency/Conservation Commission.
14. Prior to commencement of any site work, a meeting must be held with
Town Staff . Revised plans are required one week prior to scheduling
the pre-construction meeting with Town Staff .
15. Building lines must be coincident with easements and out of the flood
plain.
16 . All easements must be shown on plot plan .
17 . Traffic signs mustxbe located by Town Traffic Authority and shown on
plan .
18 . A deceleration lane and an acceleration lane are required on Route 5,
subject to ConnDOT approval .
4
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1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074
AREA CODE 203/644-2511
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December 8, 1987
Atty. William E. Grace
479 Buckland Road
South Windsor , CT 06074
re : Application #1255 , Charbonneau Resubdivision
Industrial Park Zone,John Fitch Boulevard
Dear Atty. Grace :
The
Zoning E ommissionlapproval lettercdatedyNovembero18, 1987 regardingltheand
Zo g
above referenced subdivision.
The condition is as follows:
A snow fence must be established one hundred feet from the west
d property boundary, with no disturbance beyond the snow fence . The "100
feet was derived from the current 50-foot buffer requirement plus the
current 25-foot rear yard setback and the additional 25-feet of
non-disturbance volunteered by the applicant to the Commission. Snow
fencing should also be erected along the top of the bank on the south
property boundary to ensure no disturbance of the bank.
The 100 foot snow fence setback is a non-encroachment area for buildings
and other structures. Current zoning regulations do allow driveways and
parking within the rear yard setback area.
Very truly yours ,
PLANNING AND ZONING COMMISSION
R ymond F. Hallowell , Jr.
Chairman
: rt
cc :k""M. Banach, Director of Planning
Andre Charbonneau
MEMORANDUM FEB 11.2003
To: Marcia Banach, Director of Planning 80VTHW1NOS08P141V
N1NGO
EPT
From: Jeffrey B. Doolittle, P.E., Town Engineer r
Date: 2/11/03
RE: App 02-77P, Dee Zee Ice, Lot 9, Sandra Drive
I have reviewed the revised Site Plan for Dee Zee Ice, proposed for Lot 9 on Sandra Drive received
on February 7, 2003. My previous comments have been addressed and I have the following
comments:
1. On Sheet C-103, the Retaining Wall Section, show a dimension for the thickness of this wall.
2. Add two more SC-310 "Stormtech" chambers for a total of 11 and include a small overflow pipe
to the nearest Catch Basin. This overflow pipe should be set as high as possible and can have a
minimal slope. This will accommodate the higher volume of runoff I calculated.
3. An application must be submitted to the WPCA for their review and approval.
Please call me(x 245)if you have any questions.
PLANNING DEPARTMENT
IN-HOUSE REFERRAL FORM
TO: Matt Galligan,Fred:Shad, Michael Gantick, Thomas Field, Bill Lannin 7. Kris Lindstrom,
Ray Favreau, Karl Reichle, Mel Stead, John Collins, Bob Deptuia, Jeff Doolittle
FROM: Marcia A. Banach, AICP, Director of Planning
The Planning & Engineering Departments have received.plans for the following project:
09' P Dee Lee,
Location: rLe,L419` -�
+"CI Site Plan 0 Subdivision No. Acres _ Zone 2:
Industrial 0 Commercial 0 Residential No. Lots/Units
Water: "Public 0 Private Well Sewerage:,Public 0 Septic system(s)
Project Description: 5 �u
U
Future Town-owned property involved? 0 Yes,V No
0 new street(s) 0 new detention area
O new open space/recreation area 0 active 0 passive
Planning Department notes:
Please comment by 11103 and return to the Planning Department.
V I / � e�C-r/JC ..o.+ ✓ /V'C.. � V141 R i t-lA Q_
MEMORANDUM RECEIVED
To: Marcia Banach, Director of Planning ,BAN 17 2003
From: Jeffrey B. Doolittle, P.E., Town Engineer 2�p SOUTH WINDSOR PLANNiNGDEPT.
Date: 1/17/03
RE: App 02-77P, Dee Zee Ice, Lot 9, Sandra Drive
I have reviewed the Site Plan for Dee Zee Ice, proposed for Lot 9 on Sandra Drive dated December
12, 2002. 1 have the following comments:
1. I have not received any stormwater drainage calculations for this site. These are needed to
check the pipe sizes, and the size of the Baysaver, and the peak stormwater discharge.
2. Suggest the handicap space be moved closer to the main entrance door.
3. Provide information as to how the oil/water separator was sized. Details must also be provided
for this unit.
4. The water used to make ice (or for other processes) that is not discharged to the sanitary sewer
must be monitored. A separate water meter may be needed for this purpose.
5. Provide a note that the invert of the existing sanitary sewer manhole in the cul-de-sac will have to
be rebuilt when the sanitary sewer from this building is connected.
6. Include details for the concrete dumpster pad and the concrete retaining wall.
7. A street cut permit with a permanent patch fee will be required for the installation of the sanitary
sewer line in the street.
8. A drain layers permit will be required for the installation of the sanitary sewer for this site.
9. An application must be submitted to the WPCA for their review and approval.
Please call me(x 245)if you have any questions.
APPL 03-02P, DEE ZEE ICE COMPANY
Planning Department
General Comments
Buffer must conform with Section 10.4 of the zoning regulations—plan prepared by a
landscape architect must show cross sections of the growth at 5 years and maturity
Dumpster area must be relocated out of the rear yard setback (please see attached letter
regarding approval condition#19 from the original subdivision approval regarding
restrictions along the rear property line)
FYI—"Industrial"in misspelled in the zoning data table
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