HomeMy WebLinkAbout251 Sullivan Avenue (2)ff
TOWN OF SOUTH WINDSOR
y
PLANNING AND ZONING COMMISSION
MAR 8 19
pplication No. 7 The Commissi n will officially ;JJ v y cati nsateitherSpecialrRegularme014sVgdtheyeceivedDate :_ j , were submitted t the Coma®ai g d pA tarctionorPublicHearingby: or agent, at least fourteen (14) days pprrii rr to tthh
y
meeting at which they will be officially received.
Receipt No.tl No application officially received at a Special Meetingwillbeacteduponatthatmeeting.
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APPLICANT: Robert Lavey d/b/a A-1 Glass & .Mirror Co,
ADDRESS : 251 Sullivan Avenue, South Windsor, CT TELEPHONE 289--3481
OWNER OF RECORD ON LAND RECORDS : Robert Lavey d/b/a A-1 Glass & Mirror Co
ADDRESS : 251 Sullivan Avenue, South Windsor, CT 06074
COMPLETE LOCATION OF PROPERTY: Sullivan Avenue, South Windsor Cm
SEE Attached Map
ZONE I
NAME, ADDRESS & TELEPHONE NUMBER OF PERSON TO WHOM INQUIRIES SHOULD BE
DIRECTED: William E. Grace, 479 Buckland Road, South Wl naRnrf Cm
TELEPHONE 644-1528
THIS APPLICATION IS FOR: (CHECK ONE OF THE FOLLOWING)
1 . Zone Change to public hearing required)
2. Filing for Subdivision
3 . Filing for Open Space Subdivision (public hearing required)
4. Filing for Resubdivision (public hearing required)
5. Special Exception to Article public hearing required)
XXX 6 . Site Plan of Development -- INDUSTRIAL' BUILDINGS
7. Removal of Sand, Gravel , Clay or Quarry Stone & Ore (publichearingrequired)
8 . Other (explain in detail)
THIS APPLICATION MUST BE SIGNED BY THE APPLICANT AND OWNER OF THE PROPERTYANDSUBMITTEDWITH6SETSOFPLANS (7 sets if public hearing is required)BEFORE IT IS RECEIVE BY THE PLANNING & ZONING COMMISSION.Robe t a d/b Glass Mirror Co, gp v v d Glass & Mirror Co.BY:
Applicant OwnerWilliamE. Grace,William E. Grace,ItsARis Attorney Its/His Attornev
1_? /R A
r
528 Bassetts Bridge Road
Mansfield Center , CT 06250
August 30, 1987
Mr . Phillip Moreschi , P. E.
Meehan Associates
387 N. Main Street
Manchester , Connecticut 06040
Dear Mr . Moreschi :
At your request , on August 30, 1987, I examined the soils on
the property where A-1 Glass is located in South Windsor,
Connecticut and a parcel of property now, or formerly , owned
by Edward V. Sayers Jr . which lies just to the west of the
property of A-1 Glass . Together these two parcels of land are
located west of Sullivan Avenue, north of Patria Road , and
southwest of the tracks of the New York, New Haven , and
Hartford Railroad . Soils were examined primarily for the
purpose of delineating those soil types that are defined by
the Connecticut General Statutes [Section 22a-38(15) ] as
wetlands, i .e . , " . . , any of the soil types designated as
poorly drained , very poorly drained , alluvial , and floodplain
by the National Cooperative Soil Survey , as may be amended
from time to time . . . " .
Soil profiles were examined with a spade and auger and were
described to the detail required to identify them at the soil
series level . Those soil types identified as being wetlands
were separated from the other soils by placing numbered blue
flags on trees , or other vegetation , along the boundary . Two
very small areas of wetlands were so located . It is my
understanding that these flags will be located by survey by
your firm. I request the opportunity to review any maps that
are prepared which show the location of these flags .
Soils observed that qualified as wetlands were poorly drained
soils that are taxadjuncts of the Walpole series .
The non-wetland soils observed included moderately well
drained soils of the Deerfield series and filled soils .
Sincerely yo s ,
Harvey uce , Ph.D. , CPSS
cc . Robert Lavey
528 Bassetts Bridge Road
Mansfield Center , CT 06250
August 30, 1987
Mr . Robert Lavey
P.O. Box 101
East Windsor Hill , Connecticut 06028
Dear Mr . Lavey :
At the request of Mr . Phil Moreschi of Meehan Associates , on
August 30, 1987 , I examined the soils on the property where
A-1 Glass is located in South Windsor , Connecticut and a
parcel of property now, or formerly , owned by Edward V.
Sayers Jr . which lies just to the west of the property of A-1
Glass . Together these two parcels of land are located west of
Sullivan Avenue , north of Patria Road , and southwest of the
tracks of the New York, New Haven , and Hartford Railroad .
Soils were examined primarily for the purpose of delineating
those soil types that are defined by the Connecticut General
Statutes [Section 22a-38(15) ] as wetlands , i . e . , " . . . any of
the soil types designated as poorly drained , very poorly
drained , alluvial , and floodplain by the National Cooperative
Soil Survey , as may be amended from time to time . . . " .
The fee for this service is $240.00 (4 hour minimum charge) .
Your prompt payment in this amount will be appreciated .
Si a ely yo s ,
r
arvey Luce , Ph.D. , CPSS
cc . Phil Moreschi
CHECKLIST
Tk
41
REQUIRED INFORMATION
SITE PLANS
MAR
South Windsor.
This checklist must be signed by plan preparer (P.E. /L.4". AN*kgnqPMM13S1d1
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 supplies.
1 . On each sheet for plans or maps, title block with th
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 200 feet , which can be used as an overlay on
Metropolitan District Maps. 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 . Layout of buildings
C, Layout of streets and parking.
d . Lines indicating proposed drainage system with
direction arrows.
e. Lines indicating sanitary sewer system with
direction arrows.
f . Names of surrounding property owners .
WrrHIN EDO' -W6 g . Proposed open spaces and recreation areas.
h. Driveway cuts on surrounding properties .
3. Architectural Elevations: Plans of the proposed
buildings drawn to a scale of 1/8" = 1 ' - 0" showing
the elevations of all sides of the proposed buildings
7V &rv- in sufficient detail to show architectural styling .
SE-4j-,Fo Architect' s seal on elevations for buildings in excess
of 5000 square feet (per CGS Chapter 390) .
Page 2 (Site Plans)
l/ 4. Plotof Plan : A layout map of the proposed site drawn toascaleof1inchequals40feetoneitherofthefollowingsizesheets: ( 1) 24" X 36" with a 3/4" ruledmargin ; (2) 18" X 24" with a 1/2" ruled margin,containing the following data:
c/
a. Distance and bearings of all boundary lines andacreageofsite. Iron pins required at all
Property angle points and shown on map.
b. Proposed streets and street lines with center linestations , curve data , and parking spaces .
C . Building lines in accordance with zoningregulations.
d. Prop osed buildings and other structures, includingsigns, outside lighting , and dumpsters (on concretepadandscreened)
e. Easements, noting grantors , grantees, and purpose.
V f Names of abutting property owners.
g . Monuments will be indicated at corners and anglesofallstreetsandatallpointsofcurvatureand
tangency. In areas accessible to MetropolitanDistrictCommissionpoints , or other coordinated
points , the monumented points within proposed siteshallbecoordinated. These coordinates shall
appear in tabular form on the plot plan. The
accessibility of these MDC points shall bedeterminedbytheTownEngineer.
WA h. All open space orPp other common or public land usesshallbeindicated.
1/i. A-2 certification ; P.E. /L.S . Seal .
v S. Topographic Map : A map drawn to a scale of 1 inch to40feetonsheetsnotexceeding24inchesby36inches ,including ruled margins shall in addition to therequirementsoftheplotplansshowthefollowing:
a. All existing and proposed buildings.
b. Curb lin es and pavement width, sidewalks.
V c. Existing and proposed sanitary sewers .
d. Existing and proposed water and gas main systems.
e. Present wooded area indicated by Zo13ags ]riao.s.:, h)org 0
Any individual trees to be saved should be shown.NAP
SOLLTil LOT 2-5 CO/V/0_4 I IJOOCOQ
A)OT_ tk P/-OPE/4 Bu(&A.)0A1?k1 1r'S FOLtA6-e `I,LE
1
V f . Existing and proposed contours shall be shown innotlessthantwo-foot intervals , but in cases ofrelativelylevelland , the contours shall beone-foot intervals and spot elevations .
g . Re' ulated wetlands and 100-year floodplain or notethatnonearepresent.
v h. Proposed storm drainage system, showing all catchbasins , endwalls, manholes , lengths and sizes ofPipes. (Minimum distance between catch basinsshallbe300feetandminimumsizeof -storm drainlinesshallbe15inches . )
i. Connections of all springs into proposed stormdrainagesystemasneeded.
j . Location and indications of existing bfe.echannels , and 100-year flood limits.
k. p E /
6. Landscaping plan.
7. Drainage calculatio ns -Zero Runoff Increase perattachedguidelines . .
8. Traffic report .
9. Plans and Profiles : A plan and profile of edstreetsdrawnonplan/profile paper of scales e1 inch to40feethorizontally, and 1 inch to 4 feet verticallyonsheetsnotexceeding24inchesby36inches ,including ruled margins and containing the following:
a. Layout of streets in sections coordinated bystationswiththeprofile.
b. Street plan showing roadways and drainage.
C. Sight line at driveway & street intersections.
d. Profile of roadway showing existing and finishedgrades . Roadway profile will show all tangent
grade and all vertical curve information.
e. Profile will show all catch basins and all drainagelinesbetweencatchbasinswithallinvertandtopofframeelevations. Drainage lines will be shownanddescribedastomaterial .
f . Where any storm drainage line discharges into an
existing brook sufficient profile of this brookwillbeshowntodetermineconditions.
g . Metropolitan District Commission datum shall beusedonallsitesaccessibletothesecontrols .The Town Engineer shall , based on standard
engineering practic s, determine the accessibilityofthesecontrols.
1
i iaaa.a
h. Profiles shall show all sanitary sewer lines and
manholes , including elevations , sizes, lengths , and
slopes of pipes. Top of foundation elevations for
building shall be shown.
10. Open Space Site Improvement Plans: For sites which
require or include a provision for open spaces, a planwhichcontainsdataforsiteimprovementmayberequired . This map shall be drawn to a scale of 1 inch
equals 40 feet .
I_ /A 11 . Sanitary -Report: W here individual sanitary sewagedisposalsystemsareproposed, the final plans shall
include a Sanitary Report certified by a ProfessionalEngineer . The report shall demonstrate the feasibilityoftheproposedindividualsystems; the report should
deal with the area as a whole, discussing the followingpoints:
a. General nature and development of surrounding area.
b. Topography and natural drainage pattern.
C. Subsurface conditions as shown by subsurface
investigation, including soil absorption
characteristics, ground water level conditions,
ledge rock, and general nature of soil .
d . General description of type of development
contemplated.
e. Detailed description of proposed sanitary sewage
disposal facilities, indicating sizes for various
ground conditions, materials to be used, and the
general layout pattern to be used, etc .
f . Special precautions that may be necessary to
providep proper functioning of the proposed disposal
systems.
g . Map of general area with locations of all tests
shown on proposed layout .
h. Flood heights of any nearby streams, brooks, or
rivers .
i. Test results and engineering evaluation per Section
4. 13. 5.
All information required above is included in this application at the
time of subm ' sion.
7 19Y
PLAN PR PA E
November , 1987
DEPOT SQUARE SITE PLAN - PLANNING DEPARTMENT REVIEW COMMENTS
Zoning Data Table:
Show parking formula, required # of parking spaces in
addition to # of spaces provided
Plot plan/Topographic Map:
r Right to drain onto Sperry Wood property?
Is one dumpster adequate for entire site?
10, radii on Patria Rd. entrance drive too tight for
trucks
A-2 Certification/ bearings of boundary lines?
Landscaping Plan:
need some type of planting along the west boundary of the
site, between the proposed building and Metric, Inc.
528 Bassetts Bridge Road
Mansfield Center , CT 06250
August 30, 1987
Mr. Phillip Moreschi, P.E.
Meehan Associates
387 N. Main Street
Manchester , Connecticut 06040
Dear Mr . Moreschi :
At your request , on August 30, 1987, I examined the soils on
the property where A-1 Glass is located in South Windsor,
Connecticut and a parcel of property now, or formerly , owned
by Edward V. Sayers Jr. which lies just to the west of the
property of A-1 Glass. Together these two parcels of land are
located west of Sullivan Avenue, north of Patria Road , and
southwest of the tracks of the New York, New Haven , and
Hartford Railroad . Soils were examined primarily for the
purpose of delineating those soil types that are defined by
the Connecticut General Statutes [Section 22a-38( 15) ] as
wetlands, i .e . , tie . . any of the soil types designated as
poorly drained , very poorly drained , alluvial , and floodplain
by the National Cooperative Soil Survey , as may be amended
from time to time . . . ".
Soil profiles were examined with a spade and auger and were
described to the detail required to identify them at the soil
series level . Those soil types identified as being wetlands
were separated from the other soils by placing numbered blue
flags on trees , or other vegetation, along the boundary. Two
very small areas of wetlands were so located . It is my
understanding that these flags will be located by survey by
your firm. I request the opportunity to review any maps that
are prepared which show the location of these flags .
Soils observed that qualified as wetlands were poorly drained
soils that are taxadjuncts of the Walpole series.
The non-wetland soils observed included moderately well
drained soils of the Deerfield series and filled soils.
Sincerely yo s ,
7
arvey uce, Ph.D. , CPSS
cc . Robert Lavey
RECEIVED
MAY S 1 1988
SO. WINDSOR PLANNING DEPT.
STORM DF;tA I NA[3E F;tEPOFkT
Prepared For:
D FEE FsOT SGlUARE
NORTH AND SOUTH LOTS
SULLIVAN AVE. AND PATRIA DRIVE
SOUTH WINDSOR9 CT
MARCH 49 1988
PREPARED BY:
MEEHAN ASSOC I ATES FsC
CONSULTING ENGINEERS - SURVEYORS
387 NORTH MAIN STREET
MANCHESTER, CT
203-643-2520
INTRODUCTION
Two adjacent properties are proposed to be developed for
commercial use. In that they are owned by the same individual ,
will be developed at the same time, and will share access and
storm drainage easements they are being analyzed together. The
properties are bounded by Sullivan Ave. to the north, Patria Dr.
to the east, and the railroad to the west. The north lot contains
two existing buildings with gravel parking areas and a total area
of 3.45 acres. The south lot is completely wooded and contains
1 .3 acres. A drainage divide exists on the north lot, directing
some drainage to a storm drainage system in Sullivan Ave. and the
remainder is directed to the south lot ultimately discharging to
a ditch adjacent to the railroad. The slope of the drainage areas
is extremely flat, ranging from .5% to- .6%.
These two drainage areas; the South D.A. which drains the south
lot and a portion of the north lot totalling 3. 12 acres, and the
North D.A. which drains the remainder of the north lot totalling
1 . 7 acres were analyzed for both existing and proposed
conditions. It appears that the stormwater management basins
indicated on a site plan prepared by Page Engineering and dated
10/2/84 were not constructed. This analysis will therefore assess
the impact of the proposed development and the recently
constructed building in comparison to conditions as they existed
in 1984. In this manner stormwater management can be designed
which will address the complete proposed development conditions
for both lots. (See attached map)
EXISTING CONDITIONS — North D.A.
The North D.A. drains to a catch basin located on State property
adjacent to Sullivan Ave. This C.B. , numbered 11 on the attached
drainage area maps, discharges via a 15" R.C.P. to a 12" pipe
which collects drainage along a 2400 ' length of Sullivan Ave.
The CONNDOT drainage system was analyzed to determine its
capacity and water surface elevations to be expected for the 25
year return frequency rainfall . System data was obtained from
existing CONNDOT and M.D.C. mapping supplemented with field
survey to establish invert and top frame elevations. (See
attached map and calculations)
The existing storm drainage system within Sullivan Ave. was found
to be inadequate to pass the 25 year storm. Ponding at numerous
locations along the sides of Sullivan Ave. would be expected to
occur where drainage exceeded system capacity. At C.B. # 11 water
surface elevation would be expected to pond above the top frame
elevation flooding the areas adjacent to the roadway at or below
elevation 81 . 0. Field investigation during a recent heavy rain
indicated that pipes and catch basins were severely clogged with
sediment and debris. This in combination with the extremely flat
grade caused localized ponding of drainage in areas adjacent to
and below roadway level . The inadequate piping in combination
with the low grades adjacent to the roadway precludes full
drainage to the system with significant quantities of stormwater
being stored in these ponding areas.
EXISTING CONDITIONS — South D.A.
The South D.A. drains overland along the railroad to the west of
the north lot and through wooded areas at extremely flat gradetoabroadditchlocatedtothewestofthesouthlot. This
ditch ultimately discharges to a ditch which parallels the east
side of the railroad and flows south. The nature of the ground
cover and the flat grade provides significant retention
capabilities for stormwater. The broad ditch at such flat grade
provides flood storage and controls the peak rate of flow.
Field investigations indicated no obvious flooding problems
other than ponding water within the wooded areas and also
adjacent to the tracks. The west side of the tracks appeared to
be at extremely fiat grade and would be expected to experience
ponding during intense rainstorms.
PROPOSED CONDITIONS — General
The proposed development consists of two additional buildings;
one on the south lot and one on the north lot and associated
parking facilities. The fiat grade of the site and the receivingdrainagesystemseliminatedtheoptionofaconventionalcatch
basin and piping system due to insufficient cover. The site is
proposed to be graded for overland flow to both the north and
south. 12" CMP slatted drains are proposed to collect this
overland flow and discharge to the receiving systems, thereby
minimizing the potential for localized ponding of drainage which
has been observed to occur on similar properties in the area.
The suing of the drain pipe was based on the receiving systems
flow lines and cover available from proposed grading. Grading is
controlled to a certain extent by the existing buildings on
site. Storm water retention areas are proposed to provide flood
storage to compensate for the expected increases in runoff.
PROPOSED CONDITIONS — North D.A.
The North D.A. remains essentially the same in area. Parking
areas that now drain to the south must be graded in such a
fashion that they will now drain to the north. The net increase
in storm runoff volume has been calculated to be approximately:
2100 cu. ft. for the 25 yr.. flood
2400 cu. f t. for the 100 yr.. flood
The Sullivan Ave. storm drain system is expected to cause
flooding to at least elevation 81.0 essentially precluding any
substantial drainage of this site until the peak flow subsides.
Therefore the detention basin is designed to provide additional
flood storage below elevation 61 .0 equal to the increased volume
of runoff. The proposed detention basin will provide in excess
of
6000 c u. f t. at elevation 81.0
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Robert E. Raymond
780 Dommerich Drive
Maitland, Florida 32751
March 17, 1988
Mr. Robert Lavey
A-1 Class, Inc.
Box 101
East Windsor Hill, Connecticut 06028
Dear Bob:
We have received your March 10 letter regarding the proposed storm water management
system for the land you own bounded by Sullivan Avenue, Patria Road, the Saur property,
Sperry Wood Limited Partnership land and the railroad tracks in East Windsor Hill.
In view of the amount of water involved, together with the fact you will be installing
a storm water detention area at the southwest corner of your property, Sperry Wood
Limited Partnership does not object to you using for overflow drainage purposes the
existing swale located in the northwest corner of the Sperry Wood Limited Partnership
land between your land and that of the railroad.
This letter, Bob, should not be construed to establish a formal easement of any type
over the Sperry Wood Limited Partnership land but as acknowledgement of an existing
drainage situation which will be affected by additional water volume as estimated
in your March 10 letter.
We hope this letter is helpful and we were glad to have the opportunity to talk with
you on the telephone earlier this month.
Sincerely,
i1'-) f5iF
Robert E. Raymond
RER/sg
y
W T-aw a-P Sou ?d&&,SatO
e
v 1540 SULLIVAN AVENUE - SOUTH WINDSOR. CONN. 06074
SOR•C0 AREA CODE 203/644-2511
March 251 1988
Mr. John M. Moran, Jr. , Chairman
South Windsor Inland Wetlands Agency/Conservation Commission
1540 Sullivan Avenue
South Windsor, CT 06074
RE: DEPOT SQUARE APPLICATION REVIEW
Dear Mr. Moran:
This proposal would complete the development of the 3.64 acre
parcel previously approved. The wetlands will be substantially
altered with this construction, perhaps the stormwater detention
areas would offset this disturbance. Under Section 5, the
activity would include the paving and buildings within the
wetlands limits.
It should be noted, that on Sheet 2 the Engineer used the half
foot contours to assure a positive drainage pattern. The site is
flat and there is only limited material to be brought onto the
site. Sheet 4 of 7, "Erosion and Sediment Control Plan" is
thorough and well done. The technical details appear to be
complete and for this site. From a contractors view point, with
construction so close to the abutter, a specific E & S plan to
discourage incursion into their land could be beneficial.
If a permit were to be considered for "Depot Square" the
following conditions or modifications could be appropriate:
1. The right to work on the N/F Sperry Wood Limited
Partnership property shall be submitted prior to any such
activity.
2. The antitracking pad shall be correctly depicted on Sheet
2.
3 . Stockpiling will be addressed.
4 . The mechanics of placement of the 6" topsoil in the 11'
behind southerly building without encroaching should be
addressed before construction starts.
Mr. John M. Moran, Jr. , Chairman
South Windsor Inland Wetlands Agency/Conservation Commission
RE: Depot Square Application Review
Page 2.
5. An E & S plan could be beneficial.
6 . This proposal is mostly a building project. A $3,000 bond
to assure compliance with their plans, as modified, could
be appropriate.
Very truly yours,
A. Bowen Davies
Deputy Town Engineer
ABD/jsv
Enclosure
cc: Depot Square
William Grace, Esquire
Michael J. Gantick, Director of Public Works
Marcia A. Banach, Director of Planning
IWA/CC
PLANNING DEPARTMENT
IN-HOUSE REFERRAL FORM
Date: `32..2g
TO: Karl Reichle Mike Gantidc, Mel S Fred I
Richard J. Sart w, Gary Tyler, Fire John Shemo
FROM: Marcia A. Banach, Director of Planning
The Planning & Engineering Departments have received plans for the
following project: A,4&-k seu
Subdivision Site Plan
Residential Commercial
Industrial
Location:
Project Description: S -- 7 3i
Future Town-owned property involved? _ YES NO
a) new streets (_ existing frontage also)
b) new open space/recreation area
active passive
c) new detention area
Planning Department comments :
Please let me know b if you will have comments on
ythisapplicationsothatIcanfollowupwith our department when I
do a Planning Department report.
8f4c
y Tio apSau ?dzoro
C V
s' 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
f'
pSOlt-co' AREA CODE 203/644-2511
M E M O R A N D U M
May 3, 1988
TO: Marcia A. Banach, Director of Planning
FROM: Michael J. Gantick, Director of Public Works
RE: ENGINEERING REVIEW - DEPOT SQUARE
Please find attached for your information the SEA Engineering
comments for the subject plans .
Additionally, the following comments are noteworthy:
1 . The driveway radius should be increased to 25" on Patria
Road. Turning movements within the site are very limited
especially near 23,920 s.f . building.
2. Would not recommend encasement/6 inch cover for 8 inch PVC
under pavement as detailed on sheet 3 of 7 . With on-site
soil conditions and as proposed susceptible to frost action.
3. Paved leak-offs toward adjacent property are not acceptable.
4 . Construction details needed for detention basins (outlet
pipe of western basin appears to be exposed) , manholes,
underdrains; pavement structure (based on poor soil
conditions) .
5 . A State DOT permit will be needed for this project.
The major concern with this site is the management of the
stormwater runoff and the poor soil conditions with high
groundwater. As per the SEA comments, additional information is
needed in order to fully evaluate the proposed plans .
MJG/jsv
cc: Engineering Department
PZC Correspondence
April 19, 1988
SEA C nsultants Inc.
Engine rs/Architects
Principals
Arnold B.Goldstein,P.E.
Frederick G.Aufiero,P.E.
Robert M.Brandon,A.I.A. Mr. Michael J. Gantick, P.E.
Stephen H.Geribo,P.E. Director of Public Works
David T.Goodemote,P.E. Town of South WindsorBruceE.Soule,P.E.
Kenneth M.Stewart,RE. 1540 Sullivan Avenue
Anthony J.Zuena,P.E. South Windsor, Connecticut 06074
Associates
Steven L.Bernstein,P.E. Re: Depot Square
Paul F.Gabriel,RE.Job No. 88126.24MarkGould,P.E.
Michael S.Schultz,PE. Task Order No. 24
Arthur A.Spruch,P.E.
Paul C.Ross,P.E. Dear Mr. Gantick:
As requested, S E A Consultants Inc. has reviewed the following for the
above referenced project:
Sheet No. Title Prepared By Date
Cover Sheet Meehan Associates 3-88
1 of 7 Boundary Survey
2 of 7 Plot Plan/Topographic
Plan n n
3 of 7 Detail Sheet
4 of 7 Erosion & Sediment
Control Plan
5 of 7 Landscape Plan
6 of 7 Architectural
Elevations 2-88
7 of 7 Architectural
Elevations
Storm Drainage
Report 3-88
This information was reviewed for compliance with the Town of South
Windsor and Zoning Regulations dated July 24, 1972, and standard engineer-
ing practice. We note the following:
850 Silas Deane Highway
Wethersfi Id,CT 06109-3412 Section 4.13.2.3 PLOT PLAN
203)721-7993
485 Massachusetts Avenue a. Bearings of all boundary lines and acreage of site should be
Cambridge,MA 02139-4018 includ d on th plan.617)497-7800
Citicorp Park West
100 Foden Road
South Portland,ME 04106-2319
207)775-2281
SEA Consultants Inc.
Mr. Michael J. Gantick, P.E.
April 19, 1988Engineers/Architects page Two
g. All monumented points within the site shall be coordinated
and appear in tabular form on the plan.
Section 4.13.2.4 TOPOGRAPHIC MAP
e. Present wooded areas indicated by foliage lines should be
shown.
Section 4.13.2.6 CONSERVATION PLAN
1. Soil types with classifications and boundaries should be delin-
eated on the plan.
A construction apron should be provided at the Sullivan Avenue
0-driveway entrance.
GENERAL COMMENTS
1. The boundary survey plan indicates an existing drainage easement
between Lots 3 and 4. What happens to this easement in the
proposed development?
2. The gutter flow analysis submitted for Sullivan Avenue does not
indicate flows bypassing inlets. It is assumed that bypass will exist
due to the flat grades and the amount of flows calculated.
3. The proposed drainage system contains 12" diameter CMP slotted
drains. The Town requires a minimum diameter size of 15" for all
storm drainage pipes.
4. The storm drainage report does not include proposed outlet flows
and water surface elevations for either north or south detention
basins. Also,the detention analyses should include results for a 50-
year storm frequency.
5. Outlet structures should be provided for each detention basin com-
plete with trash racks eliminating possible flooding due to debris
blockage.
6. The site contains portions of Walpole, sandy loam, a wetland classi-
fied soil. This soil is a poorly drained material having a water
table at or near the surface from late fall to early spring. The
detention basins are located within these areas and will probably
retain water during this time period. The maximum allowable depth
of water for each basin is aproximately 1.5 feet.
Mr. Michael J. Gantick, P.E.
SEA Consultants Inc. April 19, 1988
Engineers/Archit cts Page Three
7. The south detention area contains an emergency spillway for storms
exceeding the basin's capacity. However, the north detention area
does not contain a spillway and it is assumed, based upon review
of the topographic plan, that water from storms exceeding the
capacity of this basin will flow onto Sullivan Avenue.
If you have any questions, please do not hesitate to call.
Very truly yours,
S E A Consultants Inc.
mes R. Bancroft, P.E.
JRB:emf
ISM
W= MEEHAN ASSOCIATES Consulting Engineers—Surveyors, P.C.
Town of South Windsor May 3, 1988
Planning Department
Town Hall
South Windsor, CT 06074
ATTN: Marcia Banach
RE: Depot Square - Sullivan Ave. _ South Windsor
Dear Ms. Banach:
I am writing to reiterate the issue which we discussed in our
phone conversation of today. I understand that the proposed
Sullivan Avenue storm drainage connection for the Depot Square
development is the source of some concern for the Inland Wetland
Commission. In addition I understand that consultants for the
town have raised some questions regarding this proposed
connection in their review. Since this is a state route the CT
Department of Transportation will be involved in the review and
permitting of any storm drainage connection here. We will
address the concerns raised by the town and their consultants
however it might not be to the satisfaction of CONNDOT since
they may have a different set of standards or concerns.
In the interest of coordinating the needs of CONNDOT and the
town and in the interest of minimizing duplication of effort and
pursuit of non-mutually satisfying investigations it would help
to have CONNDOT perform a parallel review at this time. In my
discussions with Frank Dubish of CONNDOT District I, he
indicated that they can undertake a review prior to submittal of
a permit application at the request of the town.
As we had discussed, this involvement of CONNDOT early on could
avoid numerous resubmittals to and additional review by the town
staff and commissions. With this in mind I would formally
request that the site plans and drainage computations for this
development be sent to CONNDOT for their earliest review. Please
inform me if additional copies of this information is required
and I will be happy to provide them.
Sincomely
Philip W. Moreschi PE
cc: Beau Davies
Robert Lavey
William Grac
387 North Main Street 203) 643-2520 Manchester, CT 06040
owM F,<
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01
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e
w 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
R.00 AREA CODE 203/644-2511
May 4, 1988
Attorney William E. Grace
479 Buckland Road
South Windsor, CT 06074
Re: Application #88-017, Depot Square Site Plan
Dear Attorn ce:
Attached is a copy of comments from the Planning and Engineering
Departments regarding the above-referenced application. Please
make the necessary revisions to the plans and submit 6 complete
sets (including architectural elevations, landscaping plans,
etc. ) to the Planning Department.
If you have any questions regarding the comments or the
procedure, please contact me.
Very truly yours,
Marcia A. Banach
Director of Planning
cc: Town Engineer
CASEY, HALPERN. GRACE & DOMBROWSKI, P.C.
MAY 19 1988ATTORNEYSATLAW
47S BLICKLANO ROAD
SOUTH WI NDSOR,CONNECTI CUT 06074 South Windsor
203]544-1526 Planning & Zoning Commission
JOHN M.CASEY 1135 S I LAS DEANE HIGHWAY
KENNETH S.HALPERN WETHERSRELD,CT 06109
WILLIAM E.GRACE 2031 563-2634
JOHN W.DOMBROWSKI.JR.
WILLIAM K.WASSERMAN
APRIL C.TEVERIS
May 18, 1988
Planning and Zoning Commission
Town of South Windsor
1540 Sullivan Avenue
South Windsor, CT 06074
RE: A-1 GLASS & MIRROR COMPANY
APPLICATION NO. 88-0179 DEP0 SQUARE
The A-1 GLASS &
MIVenton NY hereby grants the Planning and Zoning
Commission a 65 day extwhich to act on the application for
the site plan of develoullivan Avenue.
A-1 GLASS & MIRROR COMPANY
B 57&60ce
William E. Grace
Its Attorney
WEG/att
y 710 o-P d&&4atO
C V
1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074
R•co AREA CODE 203/644-2511
May 19, 1988
Mr. Frank Dubish, Permit Investigator
District 1, Connecticut Department of Transportation
1107 Cromwell Avenue
Rocky Hill, CT 06067
Dear Mr. Dubish:
I am requesting that your office review and comment upon a sit
plan which is pending with the Town of South Windsor, for
property located on the south side of Sullivan Avenue (Rt. 194) ,
west of Patria Road. The plan contains provisions for drainage
into the State's system on Sullivan Avenue as well as proposed
stormwater detention just south of Sullivan Avenue.
Town engineering staff have already raised questions/concerns
regarding drainage into the Sullivan Avenue system. All parties
involved would like to avoid a situation where the Town might
approve a plan which ConnDOT will not approve.
We would appreciate your input at your earliest possible
convenience as the application is pending with our regulatory
commissions . Thank you for your assistance.
Sincerely,
Michael J. Gantick
Public Works Director
cc: Marcia Banach, Director of Planning
a
S MEEHAN ASSOCIATES Consulting Engineers—En ineers Surveyors, P.C.Y
RECEIVED
Town of South Windsor MAY 31 1988 May 24, 1966
Planning Department
Town Hall SO. WINDSOR PLANNING DEPLSouthWindsor, CT 06074
AT TN: Marcia Banach
RE: Depot Square Site Plan, Application #88-017
Dear Ms. Banach:
I am writing in response to your correspondence dated May 4,
1968 regarding the above referenced site plan. I will address
the comments which were attached to that correspondence however
actual revisions to the site plan will not be made until the
CONNDOT has had an opportunity to review and comment on these
plans. I understand that the inland Wetland and Watercourse
Commission is waiting for review comments from D.O.T. prior to
their acting on this application.
Planning Department Review Comments:
1. Parking formula will be shown on the plan based on the
number of employees who will be occupying the structures for
the warehouse use and an actual square footage requirement
for office space.
2. The right to drain onto the Sperry property will be
obtained prior to request for a buiding permit. Preliminary
communications between the owners and Mr. Lavey has
indicated their willingness to grant such an easement.
3. An additional dumpster is proposed for the site and will
be indicated on the revised plans.
4. The radius on the Patria Rd. drive will be enlarged to 25
feet in order accommodate truck traffic.
5. The boundary lines with bearings and coordinates will be
shown on the plot plan with A-2 certification.
6. Landscaping along the west boundary will be incorporated
on the landscaping plan.
387 North Main Street 203) 643-2520 Manchester, CT 06040
J
Page 2
Michael J.Gantick, Director of Public Works, Letter of
May 3, 1988:
1 . Driveway radius on Patria Rd. will be increased to 25
feet.
2. The 8 inch PVC pipe inverts will be lowered to provide
minimum of 2 feet of cover on pipe. Pipe bedding will be
gravel to below the frost level .
3. Drainage easements will be obtained for these paved
leakoffs to private property. If easements cannot be
obtained drainage will then be discharged in a diffuse
manner by use of level spreader or similar concept.
4. Construction details will be provided for: the south
detention basin overflow embankment and discharge pipe
sections, as well as a revised pavement detail to address
the presence of frost prone soils.
SEA Consultants Inc. , Letter of April 19, 1988
Plot Plan
a. A seperate boundary map has been provided in order to
clearly depict the existing and proposed boundaries and
easements which are proposed. The boundary information,
easements and certification block will be repeated on the
site plan sheet.
g. All monumented points shall be shown on the plot plan.
Topographic Plans
e. The present foliage line coincides with the property line
such that a seperate foliage line would have been obscured.
The plan has a note which indicates that the south lot is
completely wooded.
Conservation Plan
I. Soil types will be indicated on the plan. They consist of
the Deerfield and Walpole series and fill .
2. The construction entrance has been designated as the
drive on Patria Rd. Construction equipment isto use only
the Patria Rd. drive for ingress and egress at the site.
This was chosen as the entrance since it was felt that
trucks and equipment which would be waiting to enter or exit
the drive could cause a traffic delay. It was felt that a
delay on Patria Rd. would be much more preferable than
disruption to traffic flow on Sullivan Ave.
Page 3
General Comments
1 . The drainage easements shown are actually proposed
easements and will be more clearly labelled as such.
2. Gutter flow is assumed to occur along Sullivan Ave.
however is not quantified by gutter flow computations.
Gutters along Sullivan Ave. have extremely flat grades in
the order of 0.2 to 0.4 %. The drainage system has been
observed in heavy rainfall and numerous ponding areas were
identified. These areas are lower in grade than the gutters
and can create significant ponding. Conservative
assumptions were made regarding the Time of Concentration
Tc for all gutter flow = 5 minutes) and the percentage of
drainage area (AI) which would actually pass to the next
downstream catch basin. The alternative approach is to
perform a detailed hydrologic reservoir routing at each
major ponding area to determine actual peak outflows and
their timing.
The ponding areas occur where the major contributing off
road drainage areas discharge to the storm drainage system.
Due to grades and insufficient culvert capacity these
drainage areas cannot contribute significantly to the peak
flows on Sullivan Ave. . The effect that they have is to
maintain flow in the drainage system long after the rainfall
has ceased as these ponding areas slowly drain.
3. The 12 inch slotted drains are being utilized to minimize
the potential for ponding within the mildly sloped parking
areas. The parking lot is designed to drain via overland
f 1 ow, with lengths of flow approximately 320 feet to the
north and 220 feet to the south. The slotted drain location
coincides with the swal a for overland flow. Grade changes
are so mild that use of a 15 inch pipe would leave minimal
elevation difference between outlet of slotted drain pipes
and outlets of detention basins. This could allow for
ponding of water within the basins since they would be
graded nearly flat. Raising of the parking elevation to
accommodate a larger pipe diameter is not feasible due to
the elevation of the existing building to the rear of the
north lot. Cleanouts will be provided at the beginning of
the slotted drains and at bends.
4. The proposed detention basins were designed such that at
existing condition peak flows magnitudes the proposed basins
would provide more than adequate flood storage to store the
expected increase in storm runoff from the proposed
development.
Page 4
South Detention Basin
See sheet 11 of drainage computations:
Increased volume of runoff (from proposed development) .
See sheet 12
Storage/Elevation curve indicates elevations
corresponding to the increased volumes due development.
See sheet 13
Indicates flow capacity of proposed 12 inch pipe.
Flow of 1.6 cf s is less than flow for 2 year storm.
For all storm events the release rate of 1.6 will be
less than the pre--development flow.
All increases in runoff will go into storage.
North Detention Basin
A 6 inch PVC pipe is proposed as an outlet which will
release minimal outflow from the basin, S = 0. 7 % and
therefore the release rate = 0.6 cfs. The Sullivan Ave.
drainage system will not handle drainage to it for the 25
year storm, (Sullivan Ave. drainage computations) . The
Depot Square site will peak and discharge prior to the time
the drainage peak from the remainder of the Sullivan Ave.
system reaches this point of discharge. The proposed basin
will provide flood storage to compensate for the increased
volume of runoff due to the proposed development.
The assumption regarding outflow is that none occurs and
all flow from the site must go into storage. Because the
peak from the site occurs more quickly, Tc = 7.2 minutes
pg. 7) as opposed to Tc = 53 minutes (sheet 4 of Sullivan
Ave. drainage computations) the storage will be available to
the Depot Square as opposed to backwater flooding from the
Sullivan Ave. system making storage unavailable.
5. The outlet structures will be provided with debris grates
to minimize blockage.
6. The soils within the detention basin areas are poorly
drained soils and would be expected to be saturated to
ground surface at certain times of the year , however they
are proposed to be graded to drain. The north detention
basin has paved swal es at slopes of .5% to assure drainage.
The south basin had a paved swaie as well , however , after
discussions with the town staff it was agreed that this
should be deleted in order to minimize disruption to the
wetland area within the basin. The south basin is located in
an area which has water pooling to an inch or so in
localized depressions after major storms and snowmelt. This
condition is not expected to change significantly nor will
it interfere with the basins function since it represents a
minor fraction of total storage available.
Page 5
7. The south detention basin has been provided with an
overflow location to provide relief should the culvert
become clogged or the inflow exceed the 100 year storm. The
north basin does not have such an overflow area because it
is an excavated basin and further it is designed to store
all of the anticipated runoff from the site. Flooding is
anticipated to occur here for the 25 year event as a result
of the inadequate Sullivan Ave. storm drainage system, not
as a result of the proposed development. Flooding is
expected to occur here no more frequently as a result of the
Depot Square detention basin.
I trust that you find this information helpful and please
contact me if you wish to discuss these matters in more detail .
Sincerely,,
Philip W. Moreschi , P.E.
CC:Robert Lavey
William Grace
Michael J. Gantick
SEA Consultants, Inc.
A.B Davies
CASEY, HALPERN, GRACE & DOMBROWSKI, P.C.
ATTORNEYS AT LAW
47S BUCKLANO ROAD
SOUTH WINDSOR,CONNECTICUT 06074
12031 644-1528
JOHN M.CASEY 1 B5 S I LAS DEANE H IGHWAY
KENNETH S.HALPERN WETHERSFIELD,CT 06109WILLIAME.GRACE 2031 563-2B34JOHNW.DOMBROWSKI.JR.
ARRIL C.TEVERIS
July 1, 1988
Planning and Zoning Commission
Town of South Windsor
1540 Sullivan Avenue
South Windsor, CT 06074
RE: A-1 GLASS & MIRROR COMPANY
APPLICATION NO. 88-017, DEPOT SQUARE
The A-1 GLASS & MIRROR COMPANY hereby grants the Planning and Zoning
Commission a SECOND 65 Day extension in which to act on the application
for the site plan of development on Sullivan Avenue.
A-1 GLASS & MIRROR COMPANY
6.
ByGvu,,
William E. Grace
Its Attorney
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1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
co AREA CODE 203/644-2511
October 17, 1988
TO: John M. Moran, Jr. , Chairman, IWA/CC
FROM:Michael J. Gantick, Director of Public Works A111
RE: Depot Square Application #88-17W
Please be advised that the storm water drainage, as it relates to
wetlands, for the subject application has been reviewed by Town
Staff and the DOT and the major items of concern have been
addressed by the applicant's engineer.
MJG/pmm
cc: Marcia A. Banach, Director of Planning
Michele R. Lipe, Assistant Planner
Depot Square, Al Glass, Sullivan Avenue, South Windsor
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1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
R.Cp AREA CODE 203/644-2511
December 20, 1988
Attorney William Grace
479 Buckland Road
South Windsor, CT 06074
RE: Application #88-17W - Al Glass & Mirror (Robert Lavey)
Dear Sir:
At the December 19, 1988 meeting, the Inland Wetlands
Agency/Conservation Commission approved with modifications
Application #88-17W - IWA/CC permit for the construction of an
industrial building located on the south side of Sullivan Avenue,
east of Patria Road, I zone.
The following modifications must be adhered to for this permit to be
valid:
1 . Black and white transparent mylars of sheets # 4 of 7 with
the above modifications ,and this letter reproduced thereon
together with two blueprint copies of the entire set of
plans, must be submitted to this Commission to be stamped
and signed. This must be completed and reviewed prior to
any construction activity on the site.
2 . Construction activities shall be subject to the approval of
the Town Engineer.
3 . The application shall indemnify and hold harmless the Town
of South Windsor against any liability which might result
from the proposed operation or use.
4 . The permit is valid for one year and shall expire December
19, 1989 .
5. All approvals required must be obtained and submitted prior
to any activity on the site.
6 . A contact person shall be identified directly on the plans.
7 . A pre-construction meeting must be held with Town Staff
prior to construction.
8. Erosion and sedimentation measures shall be applied to all
disturbed areas These areas must be loamed and seeded.
9 . We recommend a bond in the amount of $5000.00 to be
submitted to Planning and Zoning Commission to ensure
compliance with the Erosion and Sedimentation Control
Measures.
10. Right to work approval from Sperry Wood Partnership
submitted to IWA/CC prior to any activity on the site.
11 . Antitracking pad as depicted on sheet 4 be incorporat d on
sheet 2 of plans.
12. Stockpiling as agreed to on December 15, 1988 depicted on
plans.l
13 . Silt fencing be added to run boundry, detention basin,
Patria Road and before detention basin prior to construction
activities.
Very truly yours,
l
John M. Moran, Jr. , airman
Inland Wetlands Agency/
y
Conservation Commission
JMMJr. /pmm
Enclosure
cc: A.B. Davies, Deputy Town Engineer
Marcia Banach, Director of Planning
John R. Collins, Chief Building Official
Michael Gantick, Director of Public Works
Raymond Hallowell, Chairman, Planning & Zoning
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1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
tips0l-Coc AREA CODE 203/644-2511
11 January 1989
Atty. William E. Grace
479 Buckland Road
South Windsor, CT 06074
re: Appl. #88-17P, Robert Lavey/A-1 Glass & Mirror Co. , Depot
Square Site Plan
Gentlemen:
We are pleased to advise that the Planning and Zoning Commission
voted at its January 10, 1989 meeting to approve the c4ptioned
application for a site plan of development in accordance with
Drawings 1 - 7 of 7 dated 3-3-88, revised through 11-23-88,
prepared by Meehan Associates, Project No. 870370, and with the
following modifications:
1 . Prior to commencement of any site work, a meeting must be
held with Town Staff .
2 . No building permits 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 $5,000 .
4 . An as-built plan is required prior to issuance of a
Certificate of Occupancy per Section 4 . 13 . 10 of the Zoning
Regulations .
5 . A landscape bond in the amount of $10,000 is required and
must be submitted prior to filing of mylars .
6 . All plans used in the field by the developer must bear the
stamp and authorized signature of the Town of South
Windsor.
7 . Concrete pads and screening required for both dumpsters .
B. Driveway radius for both Patria Drive entrances should be
25' .
Atty. William E. Grace 2- 11 January 1989
9 . Address support of detention basin "outlet tee. "
10 . Developer to install proportionate share of State storm
drainage system per DOT/Town recommendations (along
property frontage) .
11 . Show limits of construction, especially along Saur
property; tight grades as proposed.
12 . Land surveyor stamp and seal needed on plot plan.
13 . Clarification of disposition of existing drainage easement
between Lots 3 & 4 needed; easement onto Sperry Wood
property at detention basin outlet needed.
14 . Lot lines between Lots 1, 2, 3, and 4 must be removed.
15 . Improve landscaping parallel to railroad right-of-way.
Black and white transparent mylars of Sheet #1 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 within
90 days . After filing these plans, a copy of the receipt must be
submitted to the Planning Department.
Very truly yours,
PLANNING AND ZONING COMMISSION
ymond F. Hallowell, Jr.
Chairman
cc: M. Gantick, Director of Public Works
F. Shaw, Supt. of Pollution Control
J. Collins, Chief Building Official
E. Belleville, Assessor
W. Lanning, Fire Marshal
M. Banach, Planning Director
Registrar of Voters
Inland Wetlands Agency/Conservation Commission
PZC File
Engineer
Applicant
O
1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074
i
sue-co AREA CODE 203/644-2511
TO BE PUBLISHED IN THE JOURNAL INQUIRER SATURDAY, JAN. 14 , 1989
LEGAL NOTICE
TOWN OF SOUTH WINDSOR
PLANNING AND ZONING COMMISSION
At its Jan. 10, 1989 meeting, the Planning and Zoning Commissionvotedtotakethefollowingaction:
1 • Approve, with modifications, A-1. #88-17P, Robert LaveydbaA-1 Glass & Mirror Co. , Site Plan, property onsoutherlysideofSullivanAvenuewesterlyofSchweir Road,I Zone.
2 • Approve, with modifications, Appl . #88-87P, South WindsorCongregationofJehovah's Witnesses, Resubdivision,
property on north side of Burnham Street west of Long HillRoad, RR Zone.
3 • Approve, with modifications, Appl. #88-89P, Robert
Marcantonio, Trustee and Gail Drucker, Trustee, 4-lotSubdivisiontobeknownasOakMeadow, property on
southerly side of Ellington Road (Route 30) oppositeGoernor' s Highway, A-20/RR Zone.
4 • Approve, with modifications, Appl . #88-100P, Steven TurnerandLeonardSchwartz, Site Plan, property on Bidwell RoadknownasLots6 & 7 J.E.S. Industrial Park, I Zone.
5 • Approve, with modifications, Appl. #88-112P, Andre L.Charbonneau, 4-lot Subdivision, property on easterly sideofLongHillRoadandsoutherlysideofChapelRoad, I/RRZone.
Dated at South Windsor, Connecticut this llth day of January, 1989 .
PLANNING AND ZONING COMMISSION
Raymond F. Hallowell, Jr. , Chairman
Marshall Montana, Secretary
t
SENDER:
1 also wish to receive theCompleteitemstend/or Z for additional services.
Complete items 3,and 4a&b. following services (for an extra
e Print your name and address on the reverse of this form so that we can fee):retum this card to you.
Attach Oft form to the front of the meilpiece,or on the back If space t. Addressee's Address
does not permit.
e Write"Return Receipt Requested•,on the maliplece below the article number. 2. Restricted DeliveryTheReturnReceiptwillshowtowhamthearticlewasdeNwredandthedew
delivered. Consult postmaster for fee.
3. Article Addressed to: 4a. Article Number
ROBERT LAVEY 4b. Service Type
Reg[stered Insured
A-1 GLASS Certified COD
251-259 SULLIVAN AVENUE Return Receipt Express Mail t for
SOUTH WINDSOR CT 06074
P
7. Date of Qe very
A9 ,
5. Signature (Addressee)8. Addressee's Address(Onlyif requested
and fee is paid)
ague
A;xtbi
2
PS Form 3811, December 1991 .aWO.19011-4=414 ppMEST{C RETURN RECEIPT
UNITED STATES POSTAL SERVICE
Official Business PENALTY FOR PRIVATE
USE TO AVOID PAYMENT ,_U.S.MAIL
OF POSTAGE, $300
Print your name, address and ZIP Code here
88-17P PZC - TOWN OF SOUTH WINDSOR
1540 SULLIVAN AVENUE
SOUTH WINDSOR CT 06074
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UNITED STATES POSTAL SERVICE
OFFICIAL BUSINESS
SENDER INSTRUCTIONS
Print your name, address, and ZIP
Code in the space below.
Complete items 1,2,3, and 4 on cthereverse.
Attach to front of article if space
permits, otherwise affix to back
of article. PENALTY FOR PRIVATE
Endorse article "Return Receipt USE,S3oo
Requested"adjacent to number.
RETURN Print Sender's name,address,and ZIP Code in the space below.
TO
J
Robert E. Raymond
311 E. Morse Boulevard, 2-2
Winter Park, Florida 32789
February 2, 1989
Mr. Robert Lavey
1891 Main Street
East Windsor Hill, Connecticut 06028
Dear Bob:
Your letter regarding your new building on Sullivan Avenue and Patria Road arrived yesterday.
It took a couple of extra days in the mail due to our recent move from Maitland to Winter
Park, an adjacent town in greater Orlando. As a result of this move, our new address
is 311 East Morse Boulevard, 2-2, Winter Park, Florida 32789.
In your letter you said that before you can start construction of your new building you
need permission from Sperry Wood Limited Partnership to clean out debris in the swail
located in the northwest corner of Sperry Wood land between your land and the railroad
tracks. You may consider this letter Sperry Wood Limited Partnership's approval of
your cleaning out the debris in the swail.
Sincerely,
1
Robert E. Raymond
RER/sg
4./Remo from
TOWN OF SOUTH WINDSOR
TOWN HALL
I
SOUTH WINDSOR, CONN. 06074
F r
TO Mr. Robert Lavey DATE February 14, 1989
251 Sullivan Ave.
South Windsor, CT 06074
L
SUBJECT: Receipt of two bonds- $10,000 landscaping
FOLD- 59000 IWA/CC
Please be advised that the PLanning & Zoning is in receipt of your
savings passbook from the Savings Bank of Rockville. The Town will
hold onto this money until it has been released by the PLanning & Zoning
Commission after the site has been completed.
By Mjchele R. Lipe, Assistant PLanner
O
C V
1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
SOe-co, AREA CODE 203/644-2511
RE: Preconstruction Meeting - Application #88-17P
Depot Square (A-1 Glass)
March 2, 1989
IN ATTENDANCE
Name Company Telephone #
John E. McCahill Town of South Windsor 644-2511
Marcia Banach Town of South Windsor 644-2511
Melvin Stead Town of South Windsor 644-2511
Bob Lavey A-1 Glass 289-7481
Paul Lavey A-1 Glass 289-7481
Jerry Iazzetta Town of South Windsor 644-2511
Lester Braddock Town of South Windsor 644-2511
Graham Bell SNET 725-4531
A.B. Davies Town of South Windsor 644-2511
Michael J. Gantick Town of South Windsor 644-2511
The following is a brief summary of points discussed during the
meeting.
Public Works
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 Zoning/Wetlands
Enforcement Officer for inspection when measures are in place,
prior to commencement of site work.
2. Seven complete sets of approved/revised plans to be provided to
Town prior to start of construction. They will be stamped by
Planning Department along with plans developer needs.
3 . The Public Works Department is to be notified forty-eight
48) hours prior to the start of major construction work with
inspections and testing per Developers Checklist required for the
following:
a)After site is staked out
b)All drainage work
c)Preparation of subgrade, compaction tests as required by the
Town.
d)Preparation of subbase, six (6) inch lifts
e)Placement of bituminous concrete, 1 1/2 inch layers .
f)Clarification at base materials for driveway needed.
4 . Certification of gravel used as subbase will be required by anapprovedtestingcompany.
5 . No subgrade formation/base in frozen ground/snow. Same for
pipe/structure installation.
6 .As built plans are to include horizontal and vertical location
of all underdrains, footing drains, and sanitary sewers located
by a certified land surveyor.
7 .All topsoil stockpile areas to be protected (ringed with
haybales or equal) .
8 .All pipe and structures to be backfilled with free draining
material, compacted in maximum one foot lifts with approved
compaction equipment.
9 . During construction of the driveway a crushed stone tracking
pad is to be installed and maintained to minimize tracking of
dirt/gravel onto Sullivan Avenue. Calcium chloride is to be
used for dust control as required.
10. Any problems and/or questions regarding construction of this
project will be directed to Bob or Paul Lavey in the field.
11 . Road is to be paved with base course prior to issuance of
Certificate of Occupancy. No utility cuts after paving.
12 . All filling to be done in accordance with Department of
Transportation specifications. To be compacted in maximum lifts
and tested as necessary.
13 . Weekly job meetings will be held as needed.
14 . Forty-eight (48) hours notice needed for Certificate of Occupancy
inspection. Two week review period (10 working days) needed for
all individual site (lot) plans prior to issuance of building
permit (may be longer if application is incomplete) . See General
Guidelines for Certificate of Occupancy.
15 . Only approved copies of lot site plans to be used. Any proposed
changes are to be presented to Engineering/Planning & Zoning
prior to implementation on change sheet.
16 . Drainage along Sullivan Avenue to be determined by Town/Dot.
17 . No paving after October 15 without written approval from Director
of Public Works .
18 . Hours of operation 7 :00 A.M. - 5:00 P.M. , no work on Sunday. Any
pipe/structure work requires inspection prior to backfilling.
19 . Access off of Patria Drive only.
W.P.C.A.
1 . Letter of approval to be filed with plans.
2 . Connection fee/permit needed prior to sanitary service
construction.
SNET/NU
1. SNET will need site plan.
2 To coordinate with Northeast Utilities.
Fire Marshal
1 . Blasting (if required) to be coordinated with the Fire Marshal.
Police Department:
1 . Emergency phone numbers for the duration of the construction must
be provided to the Police Department on a company letterhead. If
the developer occupies or owns the building/s after construction
emergency numbers must be provided to the Police Department.
2 . All buildings located on property which abutts a public highway
must be numbered. Such number/s (address) shall be visible from
the street. All numbering shall comply with Town Ordinance 6-800
thru 6-802.
Barns, garages and outbuilding which are located on the same
premises as a numbered structure are excluded.
3 . Erect temporary sign on the site during construction identifying
the project.
4 . If an alarm is to be installed contact the Police Department.
Building Department:
1 . Plan review with Building Official/Fire Marshall required prior
to application for building permit. Coordinate with Chief
Building Official.
r
Very truly yours,
Marcia A. Banach
Director of Planning
MAB/pmm
cc: A. Bowen Davies, Deputy Town Engineer
Gerald Lewis, SWPD
Karl Reichle, Public Works
Mel Stead, Public Works
Michael J. Gantick, Director of Public Works
Minh V. Le, SNET
Hal Clisby, CUP
John R. Collins, Chief Building Official
Fred Shaw, Superintendent of Pollution Control
John E. McCahill, Zoning Enforcement Officer
Jerry Iazzetta, Town Engineer
Lester Braddock, Engineering Department
Sovi N S Jr,<
Q •+' V vJv! 1/ 4 1 iJ /Li-1 .Y V N v`IJ N V Y
1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 05074
SUR•C AREA CODE 203/644-2511
March 27 , 1989
Mr. Robert Lavey
A-1 Glass & Mirror Co.
251 Sullivan Ave.
South Windsor, CT 06074
RE: App. #88-17P Depot Square
Passbook from Savings Bank Of Rockville- $15, 000
Dear Mr. Lavey:
This letter shall serve as a receipt for the above referenced
passbook. The Town of South Windsor will hold onto this passbookuntilsuchtimethattheprojectisfinishedandthebondsare
released by the Planning & Zoning Commission. The passbook will
be returned to you as it was submitted to us . If you should
have any questions, do not hesitate to contact the Planning
Department.
Very Truly Yours,
Michele R. Lipe
Assistant Planner
TOWN OF SOUTH WINDSOR
STAFF SITE CHANGE
FOR SITE & SUBDIVISION
GENERAL:
Site Name I P&Z No. 17
Owner Phone No.-.
Contractor 6ev&-x-
Signature of Owner Date: 1 4? Pf
Signature of Design Engr. Date:
CHANGE: (Describe location and nature of change. Include plan/profile of
Change) .
IP4--t4--
v;:
2a
SGo (26
Reason for Change: (Why is change required)
An-
APPROVALS: (
Vin
ired) 7
Date•Dir.. A)f Plann
Town Engineer Date:
Dir. of Public,
Date:
other: Date: zzs 7
T
STAFF COMMENTS:
cc: Deputy Town Engineer
Zoning Enforcement Officer T
Chief Building Official ALP
L
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1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074
4soR•co' AREA CODE 203/644-2511
December 14, 1989
Robert Lavey d/b/a
A-1 Glass & Mirror Company
251 Sullivan Avenue
South Windsor, CT 06074
Dear Mr. Lavey:
Re: Application 88-17P - Depot Square
At the December 11, 1989 meeting, the South Windsor Inland Wetlands
Agency/Conservation Commission approved a one year extension ofApplication #88-17P with all original conditions.
Application #88-17P becomes effective December 19, 1989 and expires
on December 19, 1990.
Very truly yours,
James A. Lombardi, Chairman
Inland Wetlands Agency/
Conservation Commission
JAL-pmm
cc.-John E. McCghill, Zoning/Wetlands Enforcement Officer
Marcia A. Banach, Director of Planning
John R. Collins, Chief Building Official
Planning & Zoning Commission
Jerry Iazzetta, Town Engineer
Enclosure
To: Raymond F. Hallowell, Jr. , Chairman
Planning and Zoning Commission
This is to advise that I am disqualifying myself from
participation in any/all discussion/decision/action regarding
Appl. #88-17P, Robert Lavey dba A-1 Glass & Mirror Co./Depot
Square.
Mar aret Rossi
Commissioner
DEC 1990
s d&U&Ot
4 v 1540 SULLIVAN AVENUE • SOUTH WINDSOR, cor4?Ld&)Qindsor
soe•co' AREA CODE 203/64 1C & Zoning Commission
December 11, 1990
Robert Lavey
1891 Main Street
South Windsor, CT 06074
Dear Mr. Lavey:
Re: Application #88-17P
At the December 10, 1990 meeting, the Inland Wetlands
Agency/Conservation Commission approved with original and standard
conditions Application #88-17P - IWA/CC permit for the construction
of an industrial building on property located on the southerly side
of Sullivan Avenue, easterly of Patria Road, I zone as shown on plans
prepared by Meehan Associates, File No. 870370, dated March 3, 1988,
revised November 23, 1988, February 2, 1989, and December 29, 1989 .
1 . Two blueprint copies 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 sit .
2 . Construction activities shall be subject to the approval of
the Town Engineer.
3 . The application shall indemnify and hold harmless the Town
of South Windsor against any liability which might result
from the proposed operation or use.
4 . The permit is valid for one year and shall expire on
December 19, 1991 .
5. All approvals required must be obtained and submitted prior
to any activity on the site.
6 ., A contact person shall be identified directly on the plans.
7 . All original approval conditions shall apply to this
approval per approval letter dated December 20, 1988.
Mr. Robert W. LaveV Page Two December 11, 1990
Application #88-17P
Very truly yours,
Zli2zabeth A. Warren
Vice Chairperson
Inland Wetlands Agency/
Conservation Commission
EAW/pmm
cc: Jerry C. Iazzetta, Town Engineer
Marcia A.Banach, Director of Planning
John R. Collins, Chief Building Official
Planning & Zoning Commission -
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October 15, 1991 OCT 18 1991
South Windsor
pMaing & Zoning CammiUiot
Planning and Zoning Commission
South Windsor Town Hall
Sullivan Avenue
South Windsor
Ct. 06074
Re : Depot Square, 251-259 Sullivan Avenue, South Windsor
Dear Marsha Banach:
In regards to our Landscape Bond, which you are holdingintheamountof $19, 500.
I am requesting that you release the bond because of economic
pressure. Phase 1 is complete at this time.
I will gladly re instate said bond at the time we apply for
our building permit on phase 11 .
Very truly yours
of G etc.-&
Robert Lavey
o y-'
M E M O R A N D U M
October 29, 1991
TO: PLANNING & ZONING COMMISSION
FROM: Marcia A. Banach, Director of Planning
RE: BOND REDUCTIONS/RELEASES -
Below please find recommended bond reductions and releases.
LANDSCAPING BOND
PRESENT BOND RECOMMENDED REMAINING
SITE AMOUNT BOND REDUCTION BOND BALANCE
Depot Square 100,000 10,000 0-
A-1 Glass
A new landscaping bond will have to be posted at the time that construction is
started on Phase II . Planning Department will recommend a new amount at that
time.
ml
cc: Planning Department
Engineering-Project File
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1540 SULLIVAN AVENUE - SOUTH WINDSOR. CONN. 06074
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osaR-CO AREA CODE 203/644-2511
October 31, 1991
Robert Lavey d/b/a
A-1 Glass & Mirror Company
251 Sullivan Avenue
South Windsor, CT 06074
Dear Mr. Lavey:
Re: A-1 Glass/Depot Square - Application #88-17P
This is to advise that the Planning and Zoning Commission voted on
October 29, 1991 to release the landscaping bond of $10,000 . 00
At such time a building permit is requested for Phase II of the
project, a new landscaping bond amount will be established by the PZC
and must be posted prior to issuance of the building permit.
Very truly yours,
Louise C. Evans, Crairman
Planning & Zoning Commission
LCE/pmm
cc: Director of Planning
Building Department
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1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
OR-co AREA CODE 203/644-2511
November 6, 1991
Attorney William Grace
1740 Ellington Road
South Windsor, CT 06074
Dear Attorney Grace:
Re: Application #88-17P, Depot Square
At the November 4, 1991 meeting, the South Windsor Inland
Wetlands Agency/Conservation Commission approved .a three year
extension of Application #88-17P with all original and standard
conditions.
Application #88-1 7P expires on December 19, 1994.
Very truly yours,
r
Elizabeth A. Warren, Chairman
Inland Wetlands Agency/
Conservation Commission
EAW/pmm
cc: Director of Planning
Planning & Zoning Commission
Town Engineer
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Cd 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074
SOR-CO AREA CODE 203/644-2511
December 15, 1994
Robert Lavey
dba A-1 Glass Company
251 Sullivan Avenue
South Windsor, Ct 06074
Dear Mr. Lavey:
Re: Application #88-17P - Depot Square
At the December 14 , 1994 meeting, the South Windsor Inland Wetlands
Agency/Conservation Commission approved a three year extension of
application #88-17P with all original and standard conditions .
Application #88-17P expires on December 19 , 1997 .
Very truly yours,
INLAND WETLANDS AGENCY/
CONSERVATION COMMIS/S.ION
Eliza eth A. Warren, Chairman
EAW/pmm
cc : Planning & Zoning Commission
Town Engineer
TOWN OF SOUTH WINDSOR
C.HSCI AST
REQUIRED INFOiRNATION
SITS PLANS
APPLICANT R a 84i 2T L R VE y
PROJECT NAME DJFPCI7 U/-?2&—
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 supplies .
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
200 feet, which can be used as an overlay on Metropolitan
District Maps . 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.
lor b. Layout of buildings
Vol c. Layout of streets and parking.
d. Lines indicating proposed drainage system with
direction arrows.
e. Lines indicating sanitary sewer system with- dir ction
arrows .
f . Names of surrounding property owners .
A(/* g. Proposed open spaces and recreation areas .
h. Driveway cuts on surrounding properties.
13Y v7NERS 3 . Architectural Elevations: Plans of the proposed buildingsdrawntoascaleof18" = 1' - 0" showing th elevationsofallsidesoftheproposdbuildingsinsufficientdetailtoshowarchitecturalstyling.
S Y a?NERS Architect's seal on elevations for buildings in ex-' g excess of5000squarefeet (per CGS Chapter 390) .
4 . Plot Plan: A layout map of the ro osed site to ascaleof1inchequals40feetoneitherofthecaollowinsizesheets: (1) 24" X 36" with a 3/4" ruled margin; (2g18" X 24" with a 1/2" ruled margin, containing thefollowingdata:
a. Distance and bearings of all boundary '--- g ry lines andacreageofsite. Iron pins required at all propertyanglepointsandshownonmap.
b. Proposed streets and street lines with centernter linestations, curve data, and parking spaces.
C. Building lines in accordance with zoningregulations.
d. Proposed buildings and other structure s, includingsigns, outside lighting, and dumpsters (on concretepadandscreened)
e. Easements, noting grantors, grantees,g g s, and ,purpos .
f . Names of abutting property owners .
g. Monuments will be indicated at corners and anglesallstreetsandatallpointsofcurvatureand
es of
tangency. In areas accessible to MetropolitanDistrictCommissionpoints, or other coordinated
points, the monumented points within proposed siteshallbecoordinated. These coordinates shall appearintabularformontheplotplan. The accessibilityoftheseMDCpointsshallbedeterminedbytheTownEngineer.
h. All open space or other common or publicp land us sshallbeindicated.
i. A-2 certification; P.E./L.S. Seal .
5 . Topographic Map: A map drawn to a scale of 1 inch' to 40feetonsheetsnotexceeding24inchesby36inches,including ruled margins shall in addition to therequirementsoftheplotplansshowthefollowing:
a. All existing and proposed buildings.
b. Curb lines and pavem nt width sidew alks .
c. Existingand proposed sanitary sew rs .
d. Existing and ro os dPp water and gas main systems .
e. Present wooded area indicated by foliage lines .Any individual trees to be saved should be shown.
f . Existing and ro osedPp contours shall be shown in notlessthantwo-foot intervals, but in cases ofrelativelylevelland, the contours shall be on -footintervalsandspotelevations .
g. Regulated wetlands and 100-year f loodplain or notethatnonearepresent.
h. Proposed storm drainage system, showing all-" g catchbasins, endwalls, manholes, lengths and sizes ofpipes . (Maximum distance between catch basins shallbe300feetandminimumsizeofstormdrainlinesshallbe15inches. )
i . Connections of all springs into proposed stormdrainagesystemasneeded.
J . Location and indications of existing brook chann ls,and 100-year flood limits .
k. A-2 Certification;tion; P.E. /L.S, Seal.
6 . Landscaping-plan.
7 . Drainage calculations - Zero Runoff Increase per attachedguidelines . REFE2 At S7-QR1v7 Ol AIA14GG 2E/ook i F2o/-, 198F
grJPG/C471&-V. NU C/1vGES /qa= %H4TN AFFeC7-8 . Traffic report.---- S O/L/_jL-
N 9 . Plans and Profiles: A plan andP profile of the proposedstreetsdrawnonplan/profile paper of scales 1 inch to 40feethorizontally, and 1 inch to 4 feet vertically onsheetsnotexceeding24inchesby36inches, includingruledmarginsandcontainingthefollowing:
a. Layout of streets in sections coordinated by stationswiththeprofile.
b. Street plan showing roadways and drainage.
C. Sight line at driveway & street intersections.
d. Profile of roadway showing existing and finishedgrades . Roadway profile will show all tangent gradeandallverticalcurveinformation.
e. Profile will show all catch basins and all drainagelinesbetweencatchbasinswithallinvrtandtop offrameelevations . Drainage lin s will be shown and
described as -to material .
f. Wher any storm drainage line discharges into an
existing brook sufficient profile of this brook willbeshowntodetermineconditions .
g. Metropolitan District Commission datum shall be usedonallsitesaccessibletothesecontrols . The TownEngineershall, based on standard engineeringpractices, determine the accessibility of thesecontrols .
h. Profiles shall show all sanitary sewer lines andmanholes, including elevations, sizes, lengths, andslopesofpipes . Top of foundation elevations forbuildingshallbeshown.
10 . Open Space Site Improvement Plans: For sites which
require or include a provision for open spaces, a planwhichcontainsdataforsiteimprovementmayberequir d.This map shall be drawn to a scale of 1 inch equals 40feet.
11 . Sanitary Report: Where individual sanitary sewagedisposalsystemsareproposed, the final plans shallincludeaSanitaryReportcertifiedbyaProfessionalEngineer. The report shall demonstrate the feasibility oftheproposedindividualsystems; the report should dealwiththeareaasawhole, discussing the following points:
a. General nature and development of surrounding area.
b. Topography and natural drainage pattern.
C. Subsurface conditions as shown by subsurfaceinvestigation, including soil absorption
characteristics, ground water level conditions, ledgerock, and general nature of soil .
d. General description of type of development
contemplated.
e. Detailed description of proposed sanitary sewagdisposalfacilities, indicating sizes for various
ground conditions, materials to be used, and the
general layout pattern to be used, etc.
f . Special precautions that may be necessary to provideproperfunctioningoftheproposeddisposalsystems.
g. Map of general area with locations of all tests shown
on proposed layout.
h. Flood heights of any nearby str ams, brooks, or
rivers.
i. T st results and engineering evaluation per Section
4 . 13.5 .
All information required above is included in this application at the
time of subm' s'on.
PLAN PREPARER (P.E. L.S. ) DATE
Novemb r, 1987
nn
MEEHAN ASSOCIATES Consulting Engineers—Surveyors, P.C.
June 8, 1995
Mr. Robert Lavey
A-1 Glass Co. , Inc.
255 Sullivan Avenue
South Windsor, CT 06074
RE: Depot Square
251 Sullivan Ave. & Patria Rd. , South Windsor, CT
Dear Mr. Lavey:
Enclosed is the following material for your reapplication to the
Planning and Zoning Commission for this project:
4 copies of the site plans ( you need to attach a copy of the
building plan to each set )
One original copy of the Town's Site Plan Checklist
One copy of the 9/10/90 Environmental Questionnaire
Because parts of the project were constructed and parts have not
yet been built, I have provided the new sheet 6 of 7 "Existing
Conditions Plan" . This will allow the town staff to see what has
been completed to date without the need to completely revise all
the drawings .
Once the town staff have a chance to review your submission, I
would expect there to be some questions and comments . Let me know
what you hear from them and I will respond accordingly.
In the meantime, if you need additional copies or have any
questions regarding this matter, please contact me accordingly.
Sincerely,
MEEHAN ASSOCIATES, PC
E. Russell Johnston III , PE
a
ERJ/mth AUG 3 199587-379 )
South Windsorencl.
planning & Zoning Commissiop
TV
387 North Main Street 203) 643-2520 FAX (203) 649-8806 Manchester, CT 06040
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MEMORANDUM
TO: Marcia A. Banach, Director of P1 nning
FROM: Jerry C. Iazzetta, Town Engineer
DATE: August 8, 1995
RE: A-1 GLASS - #88-17P
We have reviewed the updated drawings dated 5-25-1995 for the three
year extension of the original site plan for A-1 Glass . The plan
titled "Existing Conditions Plan" , sheet 6 of 7 should show all the
existing and proposed storm drainage along with contours for the
detention basins . Also, the drawings should be revised in
accordance with the original approval conditions .
JCl/jsv
AI MEEHAN ASSOCIATES Consulting Engineers—Surveyors, P.C.
September 1 , 1995
Ms. Marsha Banach
Planning Department
South Windsor Town Hall
1540 Sullivan Avenue
South Windsor, CT 06074
RE: Depot Square
251 Sullivan Ave. A Patria Rd. , South Windsor, CT
Dear Ms . Banach:
On behalf of the Applicant, Mr. Lavey, I am sending you six
copies of the site plans for this project.
These plans have been revised in accordance with my discussions
with the Town Engineer.
If you need additional copies or have any questions regarding
this matter, please contact me accordingly.
Sincerely,
MEEHAN ASSOCIATES, PC
7
E. Russell Johnston III , PE
ERJ/mth
87-379 )
encl.
cc: Mr. Robert Lavey, w/encl.
387 North Main Street 203) 643-2520 FAX (203) 649-8806 Manchester, CT 06040
LETTER OF TRANSMITTAL
PLANNING DEPARTMENT
TOWN OF SOUTH WINDSOR
1540 SULLIVAN AVENUE
SOUTH WINDSOR CT 06074
203 ) 644-2511 DATE
TO:
r,mSEP 5 199b
i
1
t
WE ARE SENDING YOU:
P & Z initial plans Drainage comps
P & Z final plans Bond estimate requests
Inland Wetlands plans Bond reduction requests
Final plans for filing Change order form
Other Correspondence
Copies Appl.. No. Pro ect
ARE TRANSMITTED as checked below:TH
For review and comment For your file
For your use Returned with revisions
As requested
Other
PLEASE R ZSRETURN/COMMENT BY.
COMMENTS:
Copy to: From:
Op)11A
DY1 N Sfq
Tio ap s V&U&10t
1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074
soR-CO AREA CODE 203/644-2511
October 12, 1995
Robert Lavey
A-1 Glass
251-259 Sullivan Avenue
South Windsor, CT 06074
Dear Mr. Lavey:
Re: Appl #88-17P, A-1 Glass/Depot Square
We are pleased to advise you that the Planning & Zoning Commission voted on October 10, 1995
to extend the approval of the above-referenced site plan for an additional three (3) years. All
conditions of the original approval letter, dated January 11, 1989, remain in effect. The new
expiration date is January 10, 1999.
A new black and white transparent mylar of sheet #1 together with 3 blueprint copies, must be
submitted to this Commission within 30 days to be stamped and signed. The letter of approval of
this Commission must be reproduced on the mylars.
After the mylar 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.
Very truly yours,
PLANNING & ZONING COMMISSION
Fussell G. Levack, Chairman
RGL/pmm
cc:Chief Building Official
Town Engineer
Superintendent of Pollution Control
Fire Marshal
Assessor
Registrars
W4 1 1995
x
ASS111j",NT TOWN CILE
LEGAL NOTICE
TO BE PUBLISHED IN THE JOURNAL INQUIRER
SATURDAY, OCTOBER 14, 1995
SOUTH WINDSOR - PLANNING & ZONING COMMISSION
At,its-October 10 egular Meeting, a ssion voted to take the following actions:r"
1. Approve with modifications appl #88-17P, A-1 s, Robert Lavey - a three (3) year site
plan extension
2. Approve appl #95-34P, John T. Whitten - Two year Temporary and Conditional Permit for
the keeping of one horse on property located at 788 Main Street, A-40 zone
3. Deny appl #95-25P, Bahler Brothers - Zoning amendment to the Zoning Regulations to allow
Landscape Contracting Establishments by Special Exception limited to A-20 zones
4. Approve with modifications appl #95-31P, Robert Waldron -Special Exception to Article 4.6
of the Zoning Regulations to create an interior lot and subdivision of property located on the
northerly side of Newberry Road, easterly of Main Street, A-40 zone
Russell G. Levack, Chairman