HomeMy WebLinkAboutSite Plan of Development (97) TOWN OF SOUTH WINDSOR
PLANNING 8t ZONING COMMISSION
APPLICATION FORM
Application No: (y4-q5 ,P//
Official Receipt Date: 1'J'0`t' RECEDE®
Receipt No: J U N G 4 Z0 04
SOUTH WINDSOR PLANNING DEPT.
APPLICANT: Kasheta Farms, Inc.
PROJECT NAME: Kasheta Farms
ADDRESS: 1275 John Fitch Blvd. & 1287 John Fitch Blvd.
OWNER OF RECORD ON LAND RECORDS: Kasheta Farms, Inc.
ADDRESS: 1275 John Fitch Blvd.
COMPLETE LOCATION OF PROPERTY: Westerly side of Route 5 , just south of Strong Rd.
ASSESSOR'S MAP# 85 PARCEL# 27 ZONE 1
NAME,ADDRESS,TEL 8s FAX# OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED:
Becky Meyer, Project Engineer, Design Professionals , Inc.
165 So. Satellite Rd, So. Windsor; 860-291-8755 • fax 860-291-8757
THIS APPLICATION IS FOR: (Check all that apply):
❑ 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)
® Site 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)
El Temporary and Conditional Permit for
❑ Major Home Occupation 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.
�2Q0,
Signature of Applicant Signature of Property Owner
DESIGN PROFESSIONALS, INC.
civil engineers ♦ planners ♦ surveyors
gis ♦ gps ♦ landscape architects
Transmitted via certified mail
June 23, 2004
RECEIVED
Dear Current Abutting Property Owner
JUN 2 4 2004
Re: Application of Kasheta Farms, Inc.
1275 & 1281 John Fitch Boulevard SOUTH WINDSOR PLANNING DEPT.
South Windsor, Connecticut
DPI Project No. 1856
In accordance with regulations of the Planning&Zoning Commission, we are required to
notify you that an application has been filed on the property abutting yours and is subject to a
hearing(s)by the Planning&Zoning Commission. The applications and plans are on file with the
South Windsor Planning Department in the Town Hall.
As an abutting property owner you are invited to the hearing(s)to ask questions and/or
give comments, however, you are not required to attend. You may also submit written comments
regarding the application(s)prior to the meeting if you so desire. For further information
regarding the specific date this application will be heard, please contact Kelli Koehler,
Administrative Secretary, Michele Lipe, Deputy Planning Director, or Jeffrey Folger,
Environmental Planner, at the South Windsor Planning Department at 644-2511, ext. 253, 252 or
229, respectively. Thank you.
Sincerely,
DESIGN PROFESSIONALS, INC.
By: 2SIot
B�&y Meyer
Project Engineer
cc: Marcia Banach
165 South Satellite Road, South Windsor,Connecticut 06074
Tel: (860)291-8755•Fax: (860)291-8757
Email:dpicivil@aol.com
DESIGN PROFESSIONALS, INC.
civil engineers ♦ planners ♦ surveyors
gis ♦ gps ♦ landscape architects
RECEIVED
Direct Abutters
Map 85-27 JUN 2 4 2004
Kasheta Farms, Inc.
1275 & 1281 John Fitch Boulevard SOUTH WINDSOR PLANNING DEPT.
DPI Project No. 1856
Mag Lot No. Pro a Owner Mailin Address
84 45 Brian Haller 12 Little Lane
West Hartford, CT 06117
84 49 Andre L. Charbonneau 1265 John Fitch Boulevard
South Windsor, CT 06074
85 36 Louis H. &Marilyn N. Goldberg 1315 John Fitch Boulevard
South Windsor, CT 06074
165 South Satellite Road, South Windsor,Connecticut 06074
Tel: (860)291-8755•Fax: (860)291-8757
Email: dpicivil@aol.com
Appl #04-45P, Kasheta Farms Inc.
August 10, 2004
Planning Department Report
1. t it p v co st 'C�s additio an
81-jc��lvd;d(zpne. MwdmumMimpe ' us
--Eeverage a l �s-6 ° , �0 °°
Proposed building height is 20 feet; 40 feet allowed. �
ntrrfi m lotsi e�al1-0 d iml/mac.. r6ntags._zs-21 Q fe&f; i nor e aired�s
�O� feet: Front ygrd'setback`is-42 feet, 35 feet reqcfi`red:
2. T t re uwlfs wer �ip�ient andgarage& ;
whioh-pQrfo.�m_s�r�ri�si esti�. . r •LM-
i' c wa�s1granWdbyZBA-to_a-l-ro*--the*opose"aa ditro-n-tvbex met
D e _f chi -e e prope-rty-iin-e.�
3. There is a substantial amount of outdoor storage and display� as
in-the-front-and-on--the-nDrtl-siidus-ofthymai-rrbrxild'
with in t e rear i
-stoe-kpite&-of-mate-vials-as-w-elFas-used-equipnent-su-ch�ls awn mo ers. here
are-a-f-ew4a-r co � -vehrcbeg-,and-the-o west corner o e s
large-o-es-ofy��Some of the display area is in the State right-of-way
for Route 5; appropriate permission from DOT should be obtained for use of
their right-of-way.
4. The substantial amount of outdoor display results in about 10 total parking
spaces available for motor vehicles. This is not necessarily an issue if the
remaining parking is not needed, as there is plenty of room on the site for
additional parking if it is ever needed.
5. The garage addition should not be visible from Route 5..4W '
Architectural and Design Review Committee reviewed this
application on July 15 and had no comments.
6. There does not appear to be any new site lighting proposed.
7. There are no regulated wetlands on this site. Conservation plan approval is not
required.
8. Public water and public sewer are available to serve the addition. Water
Pollution Control Authority approval is required.
9. There is an existing dumpsters. It will be placed on a concrete pad and
screened.
10.If this application is approved, there are no Planning Dept. requested approval
modifications.
MEMORANDUM
To: Marcia Banach, Director of Planning
From: Jeffrey B. Doolittle, P.E., Town Engineer
Date: 8/3/04 f
RE: App 04-45P, Kasheta Farms Site Plan 1281 John Fitch Boulevard
I have reviewed the site plan improvements for Kasheta Farms at 1281 John Fitch
Boulevard. My comments are as follows:
1. This application needs to include a drainage analysis and stormwater management plan
including measures to address stormwater quality and an O&M plan.
2. There is a box that looks like the symbol for a catch basin to the west of the com dryer.
What is this and where does it go?
3. The Bituminous Concrete Pavement detail should be modified to show two 1-1/2" layers
of Bit Conc(Class 2 on top of Class 1).
4. A plan must be presented to the WPCA for their review and approval. A drain layers
permit will be required for the proposed lateral and a separate water meter will be
needed for the proposed building addition.
Please call me (x 245) if you have any questions.
DESIGN PROFESSIONALS, INC. REFCEiVED
civil engineers .planners . surveyors . gis AUG 0 4 2004
August 4,2004 SOUTH W INDSOR PLANNNG DEPT.
Town of South Windsor
1540 Sullivan Ave.
South Windsor,Ct 06074
Attn:Ms.Marcia Banach
Town Planner
Re:Kasheta Farms Site Plan Review
04-44P
Dear Marcia
We are responding to comments from Michele Lipe dated 6/29/04,and from Jeff Doolittle dated 8/3/04. Our
response to Michele and Jeffs like numbered comments are as follows:
Michele's comments:
1. We were in error in reporting our existing impervious coverage as 73.9%. Based on the impervious
coverage definition,storage areas are not noted as included as impervious coverage areas. In as much as
the rear storage areas have a gravel base,these areas are not impervious. In reviewing the site plan for the
site dated 8-20-72,(copy enclosed),we note that the rear areas of the site at that time were indicated as
gravel. The plan specifically stated that"Drainage provisions not necessary in as much as soil
composition will absorb rain fall". Based on the above,we calculate that the impervious coverage on the
site presently is 35.32%,and under developed conditions will be 41.44%.
2. We have revised the plans to show the areas of outdoor display/storage.
3. The appropriate permits from the State will be obtained for any outdoor parking,display,or storage areas
within the State R-O-W.
4. The existing dumpster has been indicated to have a concrete pad and enclosure.
Jeffs comments:
1. We have included a drainage analysis. Due to the size of the proposed additional impervious coverage
(6,400 S.F.),the storm drainage analysis is limited in scope. .
2. The symbol that looks like a catch basin is part of the grain dryer unit,and is a drop location for grain.
3. The bituminous concrete detail was revised accordingly.
4. An application will be made to the WPCA as required.
Thankyou-1bryourassistance-wi is pro ecfj
Sincerely,
Galen Semprebon,P.E.
Enclosures:
Stormwater Management Plan
Kasheta Farms, Inc.
1275 & 1281 John Fitch Boulevard
South Windsor, Connecticut
CO: �dFi4
i•l� �yy�
NAL� �
Prepared by
sigirProfessionals;
165 South Satellite Road
South Windsor, CT 06074
DPI Project No. 1856
August 4,2004
Introduction: The proposed development is to consist of a 3,300 S.F. addition
Background: The site is presently developed with 2 buildings,paved areas, and gravel
yard for stockpiling of assorted Iandscaping materials.
Proposed Development: The proposed development of the site is to consist of the
construction of a 3,300 S.F. addition to the northern building,with associated paved area
immediately in front of this area. The proposed disturbance to the site is approximately
6,400 s.f., (0.15 acres). Due to the very small amount of proposed disturbance,no
upgrades to the existing stormwater system including for water quality are required.
The proposed impervious areas on site will drain to the large gravel yard on site, where
the runoff presently drains to and infiltrates.
Off-Site Analysis: The area of the proposed addition and pavement presently is part of
the rear gravel yard. As such, the runoff from this area presently infiltrates into the
ground. The runoff from this area would not tend to drain off-site except to a low ditch
along the southern side of the site.
Peak Runoff Control: The site development will drain to the gravel parking lot, and to
an existing low area graded on site along the southern side of the gravel yard where
runoff from the paved areas on site presently drains to. Due to the small size of the
additional impervious coverage on site,there will not be any measurable increase in
runoff from the site.
Erosion/Sedimentation Control Systems: An erosion/sedimentation control plan has
been developed as part of the site plan design. These measures include the following:
1. Installation of silt fence down-slope of disturbed areas.
2. Installation of silt fence around stockpiled materials.
3. Seeding and mulching disturbed areas as soon as practical during construction.
4. Limiting the areas of disturbance during construction_
5. Installation of construction entrance pads, and sweeping of roadways as needed.
6. Maintenance of the above measures.
Stormwater Runoff Quality: The proposed impervious areas will drain to the existing
gravel yard r i tion,and tot a existing ow area on site during large storm events.
Conveyance System: There is no proposed formal stormwater conveyance system. All
runoff will be overland.
Discharge at the Natural Location: The existing drainage patterns will not be affected
due to the proposed development.
Maintenance and Operation: The following maintenance operations will be required to
ensure the proper and efficient operation of the Storm Water System. The following
maintenance schedule is intended to be a minimum guide, and additional inspections and
maintenance measures may be required following large storm events.
Pavement Sweeping: The parking lots within the senior residence facility shall
be swept at a minimum of twice per year. Once in the spring shortly after the end
of the snow season, and once in the fall after the leaves have fallen.
Gravel Yard Maintenance: The yard shall be inspected for spills and for other
sources of contamination regularly. Only materials that will not adversely impact
the environment will be stored in the yard uncovered. Special care will be made
to insure that any vehicles that are stored in the yard are not leaking oils or other
contaminants.
Drainage Design: The site was analyzed using the TR-55. computer program under
existing and developed conditions. Based on the results, the site will not have a
measurable increase in runoff due to the development. The TR 55 computer results are
included in appendix A(existing)and B (developed). The results are summarized below.
Design Storm Exist. Peak Discharge(CFS) Developed Peak Discharge(CFS)
2 year 6 6
10 year 10 10
25 year 12 12
50 year 13 13
100 year 15 15
Conclusions: The site will not have a measurable increase in runoff due to the
development.
APPENDIX A
RUNOFF CURVE NUMBER COMPUTATION Version 2 .00
Project : Kasheta farms User: gbs Date: 08/04/99
County : hartford State: ct Checked: Date:
Subtitle: existing conditions-8-4-04
-------------------------------------------------------------------------------
Hydrologic Soil Group
COVER DESCRIPTION A B C D
Acres (CN)
-------------------------------------------------------------------------------
FULLY DEVELOPED URBAN AREAS (Veg Estab. )
Impervious Areas
Paved parking lots, roofs, driveways - .85 (98) - -
Streets and roads
Gravel (w/ right-of-way) - 1.55 (85) - -
Total Area (by Hydrologic Soil Group) 2 .4
-------------------------------------------------------------------------------
TOTAL DRAINAGE AREA: 2 .4 Acres WEIGHTED CURVE NUMBER: 90*
-------------------------------------------------------------------------------
* - Generated for use by GRAPHIC method
TIME OF CONCENTRATION AND TRAVEL TIME Version 2 .00
Project : Kasheta farms User: gbs Date: 08/04/99
County : hartford State: ct Checked: Date:
Subtitle: existing conditions-8-4-04
-------------------------------------------------------------------------------
Flow Type 2 year Length Slope Surface n Area Wp Velocity Time
rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hr)
-----------_ --------------------------------------------------------------------
Sheet 3 .2 150 0.008 a 0.040
Shallow Concent'd 90 0 .008 u 0 .017
Time of Concentration = 0 .06*
--- Sheet Flow Surface Codes
---
A Smooth Surface F Grass, Dense --- Shallow Concentrated ---
B Fallow (No Res. ) G Grass, Burmuda --- Surface Codes ---
C Cultivated < 20 o Res. H Woods, Light P Paved
D Cultivated > 20 o Res. I Woods, Dense U Unpaved
E Grass-Range, Short J Range, Natural
* - Generated for use by GRAPHIC method
GRAPHICAL PEAK DISCHARGE METHOD Version 2 .00
Project : Kasheta farms User: gbs Date: 08/04/99
County : hartford State: ct Checked: Date:
Subtitle: existing conditions-8-4-04
Data: Drainage Area 2 .4 * Acres
Runoff Curve Number 90 *
Time of Concentration: 0.06 * Hours
Rainfall Type III
Pond and Swamp Area NONE
Storm Number 1 2 3 4 5
---------------------- ------ ------ ------ ------ ------
Frequency (yrs) 2 10 25 50 100
24-Hr Rainfall (in) 3 .2 4 .7 5 .5 6 .2 6.9
Ia/P Ratio 0 .07 0 .05 0 .04 0 .04 0.03
Used 0 .10 0.10 0 .10 0 .10 0 .10
Runoff (in) 2 .17 3 .59 4 .36 5 .04 5 . 73
Unit Peak Discharge 1.110 1.110 1.110 1.110 1.110
(cfs/acre/in)
Pond and Swamp Factor 1.00 1.00 1.00 1.00 1.00
0 .0s Ponds Used
Peak Discharge (cfs) 6 10 12 13 15
* - Value(s) provided from TR-55 system routines
RUNOFF CURVE NUMBER COMPUTATION Version 2 .00
Project : Kasheta farms User: gbs Date: 08/04/99
County : hartford State: ct Checked: Date:
Subtitle: developed conditions 8-4-04
-------------------------------------------------------------------------------
Hydrologic Soil Group
COVER DESCRIPTION A B C D
Acres (CN)
-------------------------------------------------------------------------------
FULLY DEVELOPED URBAN AREAS (Veg Estab. )
Impervious Areas
Paved parking lots, roofs, driveways - .99 (98) - -
Streets and roads
Gravel (w/ right-of-way) - 1.41 (85) - -
Total Area (by Hydrologic Soil Group) 2 .4
-------------------------------------------------------------------------------
TOTAL DRAINAGE AREA: 2 .4 Acres WEIGHTED CURVE NUMBER: 90*
-------------------------------------------------------------------------------
* - Generated for use by GRAPHIC method
TIME OF CONCENTRATION AND TRAVEL TIME Version 2 .00
Project : Kasheta farms User: gbs Date: 08/04/99
County : hartford State: ct Checked: Date:
Subtitle: developed conditions 8-4-04
-------------------------------------------------------------------------------
Flow Type 2 year Length Slope Surface n Area Wp Velocity Time
rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hr)
----------7--------------------------------------------------------------------
Sheet 3 .2 150 0.008 a 0.040
Shallow Concent'd 90 0 . 008 u 0.017
Time of Concentration = 0.06*
--- Sheet Flow Surface Codes ---
A Smooth Surface F Grass, Dense --- Shallow Concentrated ---
B Fallow (No Res. ) G Grass, Burmuda --- Surface Codes ---
C Cultivated < 20 o Res. H Woods, Light P Paved
D Cultivated > 20 o Res. I Woods, Dense U Unpaved
E Grass-Range, Short J Range, Natural
* - Generated for use by GRAPHIC method
GRAPHICAL PEAK DISCHARGE METHOD Version 2 .00
Project : Kasheta farms User: gbs Date: 08/04/99
County : hartford State: ct Checked: Date:
Subtitle: developed conditions 8-4-04
Data: Drainage Area 2 .4 * Acres
Runoff Curve Number 90 *
Time of Concentration: 0.06 * Hours
Rainfall Type III
Pond and Swamp Area NONE
-----------------------------------------------------------
-----------------------------------------------------------
Storm Number 1 2 3 4 5
---------------------- ------ ------ ------ ------ ------
Frequency (yrs) 2 10 25 50 100
24-Hr Rainfall (in) 3 .2 4 .7 5 .5 6 .2 6 .9
Ia/P Ratio 0 .07 0 .05 0 .04 0 .04 0 .03
Used 0.10 0 .10 0 .10 0 .10 0 .10
Runoff (in) 2 .17 3 .59 4 .36 5 .04 5 .73
Unit Peak Discharge 1.110 1.110 1.110 1.110 1.110
(cfs/acre/in)
Pond and Swamp Factor 1.00 1.00 1.00 1.00 1.00
0.00-. Ponds Used
Peak Discharge (cfs) 6 10 12 13 15
* - Value(s) provided from TR-55 system routines
Kelli Koehler Re Appl 04 45P, Kasheta Farms Addition Page 1
From: Bob Deptula
To: Kelli Koehler
Date: 6/28/04 3:29PM
Subject: Re: Appl 04-45P, Kasheta Farms Addition
No comment
>>> Kelli Koehler 06/28/04 02:50PM >>>
Please respond with comments. Thanks
Kelli Koehler
Administriative Secretary
s
South Windsor
Planning Department
Memo
To: Becky Meyers, Design Professionals
From: Michele Lipe, Assistant Director of Planning
Date: 6/29/2004
Re: Kasheta Farms Site Plan Review Comments 04-44P
Following are review comments from the Planning Department. Please make appropriate
revisions and submit seven complete sets to the Planning Department at least 10 days prior
to the meeting. Engineering comments will be forthcoming. If you have any questions, please
call.
1. There is an existing site plan on file in the Town Clerk's office (filed 8/31/87) which
indicates the impervious coverage to be 21%. Has there been a variance approved for
this impervious coverage? If not, additional green space will have to be created to reduce
the coverage ratio down to 65%. (Also, the town engineer will need drainage information
since drainage has not been reviewed since the additional impervious surfaces have
been added.)
2. Areas of outdoor storage/display areas should noted on the plans (for Commission
approval per Section 3.15).
3. It appears that some of the parking spaces are on the state ROW. Does the applicant
have approval for use of this area? Any parking and/or outdoor display in the State ROW
requires approval from the State. Future parking areas can be shown (however not
constructed)to meet the parking requirements of the regulations.
4. All dumpster should be shown on a concrete pad and screened.
1540 Sullivan Avenue,South Windsor,CT 06074 PH 860-644-2511,ext.253 Fax 860-644-7280
e-mail li pe(a.south%M ndsor.orcp
0 Page 1
Kelli Koehler RE Appl 04-45P, Kasheta Farms Addition Page 1 `
From: "William Lanning"<W Lan n i ng@southwindsorfire.org>
To: "Kelli Koehler"<koehle@southwindsor.org>
Date: 6/29/04 8:25AM
Subject: RE:Appl 04-45P, Kasheta Farms Addition
-----Original Message-----
From: Kelli Koehler[mailto:koehle@southwindsor.org]
Sent: Monday, June 28, 2004 2:51 PM
To: Bob Deptula; Jeff Doolittle; Chris Dougan; Ray Favreau; Matt
Galligan; Mike Gantick; Kristian Lindstrom; Sgt. Rich Bond; Karl
Reichle; Fred Shaw; Dennis Sheridan; Melvin Stead;William Lanning
Subject:Appl 04-45P, Kasheta Farms Addition
Please respond with comments. Thanks
Kelli Koehler
Administriative Secretary
No problem with this application. Wm. R. Lanning
177
TOWN OF SOUTH WINDSOR
STAFF SITE CHANGE
4 .s:
FOR SITE & SUBDIVISION
GENERAL; -L
�f
7t�
CHANGE ORDER CONTACT PERSON_ �'' f �' Phone No
Address-
Site Name 4f a q4 0 r ,-/,c / G P&Z No. Syr
Owner eS G e o/".vy ' ilk . Phone No.
Contractor
Signature of Owner eeeA Date: `
Signature of Design Engr. Date:
CHANGE: ('Describe location: and- naf ure bf ch&6ge ;Include
Four (4) copies of plan/profile of Change. )
.t
. Reason for Change: (Why is change required)
Ire e Yd i/ v<-e-
APPROVALS: (As Re uirgd)
i
Dir. Of Planning t t�.:,�� �ltvri� Date
Town Engineer Date:
Dir. of Public Works a Date: '
Other: Date:
STAFF COMMENTS:
White - Town Engineer Yellow - Applicant
Pink —Director of Planning Goldenrod - Engineering Department
t 0*1 N SC
OD
C.3 U
5 C, 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074
SOR-r-O AREA CODE 860/644-2511
CERTIFIED MAIL 7004 1160 0002 1059 9724
August 19,2004
Edward Kasheta
Kasheta Farms, Inc.
1275 John Fitch Blvd.
South Windsor, CT 06074
Re: Appl#04-45P, Kasheta Farms Addition
Dear Mr. Kasheta:
We are pleased to advise you that the Planning&Zoning Commission voted on August 10, 2004
to approve with modifications the above referenced application for a Site Plan of Development.
This approval is for the construction of a 3,200 square foot addition on property located at and
1275 & 1287 John Fitch Blvd, I zone as shown on plans prepared by Design Professional, Inc.,
Job No.1856 dated August 8, 2004, 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.- An as=built plan is required prior to issuance of a Certificate of Occupancy per Section 8.1.11
of the Zoning Regulations.
4. All plans used in the field by the developer must bear the stamp and authorized signature of
the Town of South Windsor.
5. This approval does not constitute approval of the sanitary sewer, which can only be granted
by the Water Pollution Control Authority.
6. The building street number must be included on the final plan.
Black and white transparent mylars of Sheet#3 with the above modifications, together with three
blueprint copies of the entire set of plans (including architectural elevations and landscaping
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,
Timothy H. Wentzell, Chairman
Planning and Zoning Commission
THW/kak
cc: Town Engineer
Chief Building Official
Assessor
Superintendent of Pollution Control
Fire Marshal
SpW N Sf4
C�
w° 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074
r�OsoR.c° TELEPHONE (860) 644 2511
September 23,2004 a�
Design Professionals,Inc.
165 South Satellite Road
South Windsor,CT 06074 RECEIVED
Attn: Becky Meyer
SEP 2 8 2004
RE: Kasheta Farms Inc.
1275& 1281 John Fitch Blvd. SOUTH WINDSOR PLANNtNr nFpT,
South Windsor,CT
Dear Ms.Meyer:
The South Windsor Water Pollution Control Authority,at its regular meeting of September 7,2004 gave
approval for the connection to the Town's sewerage system of a commercial building at 1275& 1281 John
Fitch Blvd., South Windsor,CT,as more specifically shown on plans entitled"Kasheta Farms,Inc. Site
Plan"prepared by Design Professionals,Inc.,Project No. 1856,Drawing No.(s)3,dated 6-24-04,revised
8-02-04 and 8-09-04,and subject to the following conditions:
1. Technical approval of the Town Engineering Department.
2. 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,
S,-ph T.Cnri i(,,h=. iman
Water Pollution Control Authority
JC:dd
Cc: Matthew Galligan,Town Manager
Michael J.Gantick,Director of Public Works
Jeff Doolittle,Town Engineer
Marcia Banach,Director of Planning
Chris Dougan,Chief Building Inspector
Kasheta Farms,Inc.
10 N Sf4
Co . t F
U �n �s� �
1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074
f�OsoR•CO TELEPHONE (860) 644-2511
November 12,2004
Edward Kasheta
Kasheta Farms, Inc.
1275 John Fitch Boulevard
South Windsor, CT 06074
Dear Mr. Kasheta:
Re: Preconstruction Meeting—Appl 04-45P, Kasheta Farms
IN ATTENDANCE
Edward W. Kasheta, Jr. Kasheta Farms 1300 Main Street 860-528-3697
Becky Meyer Design Professionals 165 South Satellite Road 860-291-8755
Karen Isherwood Design Professionals 165 South Satellite Road 860-291-8755
Jeff Doolittle TOSW 1540 Sullivan Avenue 860 644-2511 245
Michele Lipe TOSW 1540 Sullivan Avenue 860 644-2511 252
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, Zoning/Wetlands Enforcement Officer for inspection when measures are in place,
prior to commencement of site work or if any problems/concerns arise during construction.
2. All topsoil stockpile areas to be protected(ringed with haybales or equal).
3. During construction of the road/driveway a crushed stone tracking pad is to be installed and
maintained to minimize tracking of dirt/gravel on to John Fitch Boulevard. 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 with inspections and testing per Developers Checklist (requested,
required) for the following:
a. After site is staked out
b. All drainage work
c. Preparation of subgrade
d. Preparation of subbase, six(6) inch lifts
e. Placement of bituminous concrete, two(2) inch layers maximum
3. No subgrade formation/base in frozen ground/snow. Same for pipe/structure installation.
4. As built plans are to include horizontal and vertical location of all underdrains, footing
drains, and sanitary sewers and house service laterals located as per revised as-built
checklist.
5. All pipe and structures to be backflled 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.
6. Any problems and/or questions regarding construction of this project will be directed to Ed
Kasheta the field at phone number 860 528-3687.
7. Job meetings will be held as needed, and can be called by the developer or Town.
8. Seventy-two- (72)hours' notice needed for certificate of use inspection.
9. 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.
10. Normal hours of operation 7:00 a.m.—5:00 p.m., no work on Sunday.
11. DOT permit needed for all work within state road. Copy must be given to the Engineering
Department.
12. No paving after October 15 or before April 15 without written approval from Director of
Public Works.
13. A drain layers permit is required prior to installation of the sanitary sewer lateral.
14. Sanitary lateral locations should be tied down to existing structures and shown on the as-
builts.
15. During construction of sanitary sewer 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.
pprr,
Planning De an rtment
1. Landscaping is to be installed in accordance with the approved landscaping plan. If there
are changes required, contact the Planning Dept. Additional landscaping installed on one
part of a site will not preclude planting all of the remaining items shown on the landscaping
plan.
SNET/NU
1. Contact utilities for coordination of utilities connection.
Fire Marshal
1. Blasting(if required)to be coordinated with the Fire Marshal.
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.
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.
Building,Department
Dl,«1 ev e.- . Wirier to application for building
permit. Coordinate with Chief Building Official.
Sincerely,
WJA .
Michele R. Lipe, AICP
Assistant Director of Planning
MRL/pmm
cc: Jeff Doolittle, Town Engineer
Karl Reichle, Public Works
Mel Stead,Public Works
Christopher Dougan, Chief Building Official
Fred Shaw, Superintendent of Pollution Control
CL&P
SBC