HomeMy WebLinkAboutSITE PLAN (162) TOWN OF SOUTH WINDSOR, GONNECTICUT
. �. PLANNING AND ZONING COMMISSION
4 APPLICATION FORM 70
Ap tion No. :
3/ p
D to Received: W'rd APR 1990
ction Public Hearing by:
, Rece ' t No. :
Windsor
Planning & Lt;,;,r� Commission
APPLICANT: Mrs- Nancy l cmbardo (Resource ,Renewal Center)
ADDRESS : 660 Nutmeg Road, North, South Windsor CT 06074
TELEPHONE: 282-8282
OWNER OF RECORD ON LAND RECORDS : Mrs. -Nancy I nbardo
ADDRESS: 660 Nutmeg Road, North South Windsor, CT 06074
COMPLETE LOCATION OF PROPERTY: A 26.47 acre
parcel fonma.11y referred to in the
Town of South Windsor pro ma as Parcels 50-13 51-30 and ZONE: I
and RR
NAME, ADDRESS , & TELEPHONE NUMBER OF PERSON TO WHOM INQUIRIES SHOULD
DIRECTED: BE
Steven R. Colbath, Engieering Manager, Design professionals Inc
1170 Ellington Road, South Windsor CT 06074
T-ELEPHONE: 291-=755
THIS APPLICATION IS FOR : (Check one of the following)
I . Zone Change to (Public Hearing required) .
2. Subdivision .
3. Open Space Subdivision (Public Hearing required) .
4. Resubdivision (Public Hearing required) .
.._ S. Special Exception to Article
(Public Hearing Required) .
6. Site Plan of Development.
7. Earth Filling [Section 101 and/or Earth Removal [Section 9(Public Hearing Required) .
8. General Plan of Development .
9. Regulation Amendment : Zoning Subdivision
_10. Other (explain in detail) :
CONSULT PLANNING DEPARTMENT FOR FEE SCHEDULE. THIS APPLICATION
SIGNED BY THE APPLICANT AND OWNER OF THE PROPERTY AND SUBMITTED IN MU
BE
TRIPLICATE WITH ALL MAPS AND DOCUMENTS REQUIRED ON ATTACHED
CHECKLIST.
App nt 'l
Owner
PLANNING AND ZONING COMMISSION
APPLICATION, CONT' D.
TIME FRAMES AND PROCEDURES FOR SUBMITTING APPLICATIONS/PLANS
1 . All prospective applicants are urged to confer with Town Planning
Department and Engineering Department staff prior to submission of any
application to the Commission .
2. Plans are officially received only on the fourth Tuesday of each month
at the Regular Meeting of the Planning & Zoning Commission (PZC) .
3 . Three (3) sets of blueprints are required on the second Tuesday of the
month for review by the Town Planning and Engineering Departments .
This deadline must be met if you want to ensure that your application
is officially received by PZC.
These plans must be submitted as complete plans -- which includes
application plus all required information contained on checklist. No
plans will be accepted at the counter if checklist is incomplete . It
is the applicant ' s responsibility to ensure that all information
required on the checklist is submitted in one package at the time of
submission -- including landscaping plans, architectural elevations,
traffic report , etc . Planning Department staff will not accept
checklists with blank spaces , or with "by others" in any space.
4. Town staff will notify the applicant with any changes required to make
the plans in complete compliance with our Zoning/Subdivision
Regulations .
5 . All changes requested must be made and new, complete blueprints must
be submitted . At this time six sets of plans must be submitted . If a
Public Hearing is required ( or optional but likely) then seven sets
are required .
6. Planning Department/Engineering Department staff will review plans
only once -- if the resubmissions are not complete/correct , the Town
Planner ' s report will reflect that revisions were not made as
requested .
I4r)
TOWN OF SORTS WINDSOR
CHECKLIST APR i G 1990
REQUIRED INFORNATION South Windsor
SITE PLANS Planning & Zoning Commission
APPLICANT/'#,rs N4^ Z04140ro& rwia17110 �o
PROJECT NAME IL���a��o
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 .
On each sheet for plans or maps, title block with the
following information:
a. Name, address and telephone of applicant.
V 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
y C. Layout of streets and parking.
d. Lines indicating proposed drainage system with
direction arrows .
e. Lines indicating sanitary Y sewer system with direction
arrows .
✓ f . Names of surrounding property owners .
g. Proposed open spaces and recreation areas .
I/ 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 in sufficient
detail to show architectural styling.
Architect' s seal on elevations for buildings in excess of
5000 square feet (per CGS Chapter 390) .
4 . Plot Plan: A layout map of the proposed site drawn to a
scale of 1 inch equals 40 feet on either of the following
size sheets : ( 1 ) 24" X 36" with a 3/4" ruled margin; ( 2 )
18" X 24" with a 1/2" ruled margin, containing the
following data:
a . Distance and bearings of all boundary lines and
acreage of site. Iron pins required at all property
angle points and shown on map.
b. Proposed streets and street lines with center line
stations, curve data, and parking spaces .
C. Building lines in accordance with zoning regulations .
d. Proposed buildings and other structures, including
signs , outside lighting, and dumpsters (on concrete
pad and screened)
e. Easements, noting grantors , grantees, and purpose.
f . Names of abutting property owners .
g. Monuments will be indicated at corners and angles of
all streets and at all points of curvature and
tangency. In areas accessible to Metropolitan
District Commission points, or other coordinated
points, the monumented points within proposed site
shall be coordinated. These coordinates shall appear
in tabular form on the plot plan. The accessibility
of these MDC points shall be determined by the Town
Engineer.
h. All open space or other common or public land uses
shall be indicated.
i . A-2 certification; P.E. /L.S . Seal .
v 5 . Topographic Map: A map drawn to a scale of 1 inch to 40
feet on sheets not exceeding 24 inches by 36 inches,
including ruled margins shall in addition to the
requirements of the plot plans show the following:
a . All existing and proposed buildings .
_� b. Curb lines and pavement width, sidewalks .
✓ C . Existingand proposed sanitary sewers .
P P Y
d. Existing and proposed 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 proposed contours shall be shown in not
less than two-foot intervals, but in cases of
relatively level land, the contours shall be one-foot
intervals and spot elevations .
✓ g. Regulated wetlands and 100-year floodplain or note
that none are present.
h. Proposed storm drainage system, showing all catch
basins, endwalls, manholes, lengths and sizes of
pipes . (Maximum distance between catch basins shall
be 300 feet and minimum size of storm drain lines
shall be 15 inches. )
✓ i . Connections of all springs into proposed storm
drainage system as needed.
✓ j . Location and indications of existing brook channels,
and 100-year flood limits .
k. A-2 Certification; P.E. /L.S, Seal .
• 6 . Landscaping plan.
✓ 7 . Drainage calculations - Zero Runoff Increase per attached
guidelines .
8 . Traffic report.
9 . Plans and Profiles: A plan and profile of the proposed
streets drawn on plan/profile paper of scales 1 inch to 40
feet horizontally, and 1 inch to 4 feet vertically on
sheets not exceeding 24 inches by 36 inches, including
ruled margins and containing the following:
a. Layout of streets in sections coordinated by stations
with the profile.
b. Street plan showing roadways and drainage.
C. Sight line at driveway & street intersections .
d. Profile of roadway showing existing and finished
grades . Roadway profile will show all tangent grade
and all vertical curve information.
e. Profile will show all catch basins and all drainage
lines between catch basins with all invert and top of
frame elevations . Drainage lines will be shown and
described as to material .
f . Where any storm drainage line discharges into an
existing brook sufficient profile of this brook will
be shown to determine conditions .
g. Metropolitan District Commission datum shall be used
on all sites accessible to these controls . The Town
Engineer shall, based on standard engineering
practices , determine the accessibility of these
controls .
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 plan
which contains data for site improvement may be required.
This map shall be drawn to a scale of 1 inch equals 40
feet .
11 . Sanitary Report: Where individual sanitary sewage
disposal systems are proposed, the final plans shall
include a Sanitary Report certified by a Professional
Engineer. The report shall demonstrate the feasibility of
the proposed individual systems; the report should deal
with the area as a whole, discussing the following points :
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 provide
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 submission.
A�at_r> Apo
P PARER . /L.S . ) -0 1/96,5 / DATt
��, •�►.,,,y
�t aF co�M
November, 198��pc i`�.-----
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MO
tr�a�iirsl �+A
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STANDARD APPROVAL MODIFICATIONS FOR SITE PLAN (rev. 2/7`69)
PROJECT Au Ure-e, 1� APPL. NO. e?o
ENGINEER/ARCHITECT rr r) Pw 7�rr� ello PROJ. NO. Se—-3 2
DWG. NO. / ' 3 0 -3 DATE REV. DATE
SUBMIT MYLARS OF SHEETS . . .
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 $ •
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 . Footing drains are required if the building has a basement.
6 . A landscape bond in the amount of $ is required dnd
must be submitted prior to filing of mylars .
7 . All plans used in the field by the developer must bear the stamp
and authorized signature of the Town of South Windsor.
Black and white transparent mylars of Sheets #
with the above
modifications, together with three blueprint copies of the entire s t 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 W tlands
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
th se plans, a copy of the receipt must be submitted to the Planning
Department.
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esI J .n HAND DELIVERED9
rofessionals, inc.
civil engineers • planners • surveyors LETTER OF TRANSMITTAL
■
TO: Marcia Banach DATE: 4/16/90
Director of Planning
TOWN OF SOUTH WINDSOR
REGARDING: Resource Renewal Center PROJ. NO. 89-342
South Windsor, Connecticut
WE ARE SENDING YOU:
for your use at your request
X for approval for your files
for review and comment
THE FOLLOWING: a. ) Three sets of 3- 24"x36" blueline showing
site plan we discussed April 4th. b. ) Three copies of the Planning
& Zoning application and c. ) a $50 .00 application fee. Thank you.
Design fessi als, Inc.
By:
Steven R. Colbath
Engineering Manager
1170 Ellington Road (Route 30), South Windsor, CT 06074 0 (203) 291-8755
`;UPPLEMENT to
Drainage Studv
for
FZESC)UFR F—= FZEtNlEWintL CrE l-TEE
Nutmeg Road North
South Windsor-, CT
Job No . 88-342
April 16, 1990
Resource Renewal Center
Drainage Study Supplement
Resource Renewal Center-
Drainage Study
This report is a supplement to the original drainage report
of the approved Reliable Refuse, Inc . site plan dated
February 26, 1990. In the approved site plan, Resource
Renewal , Inc . proposed to construct 44,000 square feet of
industrial building to the east of their existing office
building. The site improvements include two buildings: one
35,000 s. f. building will be used to sort and bundle
recyclable material ; and another 9000 s.f buildinq will
provide covered storage for clean pre-sorted recyclable
material . There will also be 1 .9 acres of view pavement
constructed for parking spaces, loading areas, and roadway.
The site plan is being modified by the addition of a one
half acre gravel lot . This lot will be south of the
existing and proposed site facilities on other land
controlled by Reliable Refuse Inc . The gravel lot will be
used for the storage of empty and cleaned dumpsters. The
lot will be graded to drain to the catch basin being
proposed as catch basin #6 in the approved site plan.
Using the rational method , the expected stormwater discharge
for the gravel lot was conducted . A storm magnitude
equivalent to the ten year return frequency was used . After
determining flow rate for the lot discharge the storm sewer
system was checked computer solution of Manning ' s equation,
assuming inlet control unless there was significant
tailwater at the discharge point for the pipes.
In the original report of February 26, an extensive analysis
Ft fhft ORkFi itipil b-4sire iy, crrnd+►icted Wsing thR 2, Ir:i, f35,
50, and 100 year return frequency storm events, in both the
existing and proposed conditions. The detention basiii
analysis was conducted using a computer- model ( BASINA) .
The discharge from the gravel parking lot is combined with
the discharge from the detention basin at the catch basin
immediately downstream from the detention basin. The
discharge is added in a time-wise fashion from the detention
basin flow to assess the impact on downstream structures and
to check existing and post development runoff conditions.
SUMMARY
Since all peak discharges from the basin will be less than
in the existing conditions , the additional flow from the
proposed gravel lot will not adversely impact downstream
drainage structures. Peak discharges from the site will
remain near or at present rates.
DETENTION BASIN INFLOW
RATIONAL METHOD WORKSHEET
Desc : Reliable Refuse PROPOSED Conditions
Location: South Windsor , Hartford County , CT
SUBAREA No : 6
Description: Gravel Lot overland discharge to CB #6,
combined with proposed pavement area draining
to CB #6.
Drainage Area: 0.59 acres
Runoff Coefficient (C) :
Description C Area ( ac . )
-------------- ---- ----------
Gravel 0.90 0.45
Impery 0.90 0. 14
0.90(0.45)+0.90(0. 14)
C = ----------------------------
0.59
Average Runoff C: 0.92
Total Drainage Area: .59 acres
Time of Concentration ( T. ) :
Method used : FAA ( 1970) *
Description Length Slope Time
( ft ) (ft/ft ) (min)
impervious 250 ' 0.009 6.0
* Tc=1 .8( 1 . 1-C)L0.50/S0.333
Total T.: 6.0 min.
Storm Intensity ( i ) and peak runoff (Qp ) for 6.0 minute
storm duration:
Return Intensity CB #6
Period ( in/hr ) + Inflow++
2 3.7 1 .79
10 5.8 2.81
25 6.8 3.29
50 7.4 3.58
100 8.0 3.87
Storm Intensity ( i ) and peak runoff (0p) for 24.0 minute
storm duration:
Return Intensity CB #6 CB #8
Period ( i n/hr ) + I of 1 ow++ Outflow
------ --------- ------ -------
2 1 .9 0.92 1 .4
10 3.2 1 .55 3.2
25 3.6 1 .74 3.6
50 4 .2 2.03 4. 1
100 4.6 2.22 4.4
+ From Hartford County IDF chart
++ Qp = CiAT
I
give ve4 1+
1540 SULLIVAN AVENUE SOUTH WINDSOR. CONN. 06074
e•co� AREA CODE 203/644-2511
April 25, 1990
M E M O R A N D U M
TO: Marcia A. Banach, Director of Planning
FROM: Jerry C. Iazzetta, Town Engineer
RE: Resource Renewal Center - #90-31P
We have reviewed the plans dated 4-11-90 for Resource Renewal
Center and have the following comments:
1 . Key Map does not indicate the new area for this
application. It identifies "Proposed Buildings"
instead.
2. Drainage calculations indicate a "C" value for gravel as
. 80. This value is to be the same as pavement - .90.
3. Drainage calculations do not address the adequacy of the
detention basin to handle the additional runoff from the
proposed parking area.
JCl/jsv
cc: Michael J. Gantick, Director of Public Works
4.Mem0 from -
TOWN OF SOUTH WINDSOR
TOWN HALL
SOUTH WINDSOR,CONN.06074
F
TO Marcia A. Ba nach DATE May 7, 1990
Director of Planning
L
SUBJECT: Preconstruction Meeting
FOLD- Resource Renewal Site Plan
W/side Nutmeg Road North
There will be a preconstruction meeting for the above
mentioned site plan on Thursday, May 10, 1990 at
10 :30 AM here at the Town Hall.
cc: M. Gantick, L. Braddock, A. Davies, K. Reichle,
M. Stead, B. Lanning, J. Collins, J. Mc Cahill
By
t��N t,4
�- O-Ps ?d&U&Ot
4 `v 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074
�ti •co�,� AREA CODE 203/644-2511
TO BE PUBLISHED IN THE JOURNAL INQUIRER SATURDAY, JUNE 30, 1990
LEGAL NOTICE
TOWN OF SOUTH WINDSOR
PLANNING AND ZONING COMMISSION
At its June 26, 1990 meeting, the Planning and Zoning Commission
vot d to take the following action:
1. Approve, with modifications, Appl. #90-32P, Wapping Fair,
T&C Permit, Rye Street Park, RR zone.
2. Approve, with modifications, Appl. #90-30P, Switaj Special
Exception 4. 1.8.a. , Neiderwerfer Road, RR zone.
3. Approve, with modifications, Appl. #90-31P, N.
Lombardo/Resource Renewal Site Plan, easterly side of
Nutmeg Road, North, I zone.
4. Deny, Appl. #90-34P, Services Development/Roadway Packaging
Site Plan, north side of Sullivan Avenue, east side Kennedy
Road, I zone.
5. Approve, with modifications, Appl. #90-39P, Raymond
Subdivision, west side of Main Street, A-40 zone.
6. Approve, with modifications, Appl. #90-40P, Berman/Russo
Site Plan, 819 Clark Street, RC zone.
PLANNING AND ZONING COMMISSION
Louise C. Evans, Chairman
Bernard Hart, Secretary
o �
u
s v 1540 SULLIVAN AVENUE - SOUTH WINDSOR. CONN. 06074
AREA CODE 203/644-2511
July 2, 1990
Mr. Steven R. Colbath
Engineering Manager
Design Professionals, Inc.
1170 Ellington Road
South Windsor, CT 06074
D ar Mr. Colbath:
Re: Appl. #90-31P, Resource Renewal Center
We are pleased to advise that the Planning and Zoning Commission
voted on June 26, 1990 to approve the above-referenced
application for a site plan of development in accordance with
drawings No. 1, 2, and 3, dated April 11, 1990 prepared by Design
Professionals, Inc. , Project No. 88-342, and with the following
modifications:
1 . Prior to commencement of any site work, a meeting must be
held with Town Staff .
2. All plans used in the field by the developer must bear the
stamp and authorized signature of the Town of South
Windsor.
3 . Drainage subject to Town Engineer's approval. Drainage
calculations should include "C" value identical to pavement
( . 90) . Calculations must also demonstrate the adequacy of
the detention basin to handle the additional runoff from
the gravel lot.
4 . A 20' setback from the west property line must be
maintained, with plantings interspersed among existing
vegetation to ensure permanent screening.
Black and white transparent mylars of Sheet #3 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 letter of approval of this
commission must be reproduced on the mylars.
Mr. Steven Colbath
Design Professionals, Inc.
July 2, 1990
Page Two
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 b
submitted to the Planning Department.
Very truly yours,
PLANNING AND ZONING COMMISSION
Louise C. Evans
Chairman
cc: Inland Wetlands Agency/Conservation Commission
A. Banach, Planning Director
J. Collins, Chief Building Official
J. Iazzetta, Town Engineer
F. Shaw, Supt. of Pollution Control
E. Belleville, Assessor
W. Lanning, Fire Marshal
Registrar of Voters
Contact Person
PZC File
(I esigg
rofessionGls, inc. MAR 18 1991
civil engineers • planners • surveyors South Windsor LETTER OF TRANSMITTAL
Planning & Zoning Commissio7
TO: ��I _ — DATE: — 3- i 8' 91 ---
A&A QWh. 0►q ASS - ----
REGARDING: Rtoc%4CAWS b PROJ. NO. 418 - 3+2-
le. o�` r
WE ARE SENDING YOU:
J-_ for your use ----at your request
for approval for your files
for review and r�mment
THE FOLLOWING: a-) -TkStt Zoe X 36« ske testa i�►trw� _�
10(!Rk w;4L VW di► T%s 4`0 ns d�� 4v (PlAce J 6K: d�� s� tie
�) C AN Oaf�at' 4 h.&SAI0K5 IF
_
C. o '� re 4 l:"'f d
AC 3�
h m s 4le C41
Desi?n ,;e pals, Inc.
By:
C,
esign
rofessionals, inc.
civil engineers . planners . surveyors 1170 Ellington Road (Route 30), South Windsor, CT 06074 • (203)
1170 Ellington Road (Route 30), South Windsor, CT 06074 • (203) 291-8755 FAX: (203) 291-8757
TOWN OF SOUTH WINDSOR
STAFF SITE CHANGE
FOR SITE & SUBDIVISION
GENERAL:
CHANGE ORDER CONTACT PERSON L)orialca Cwzpzari Phone No.
Address b--() .'�ut-leg 1--'d- ..'Grth, south 1,,dn6,scr,, CT 06074
Site Name P&Z No. 81)-697
Owner Saritc rcc, Rccycler's , Inc. Phone No.
Contractor Orl,,ndo !=u13-i;."& ,,.c,cns,, Tric.
Signature of Owner Date:
D
Signature of Design EngX.' ate:
CHANGE: (Describe location and �il(t;ur,e,' of change. Include
three (3) copies of plan/profile of Change. )
For initial ?hase,, of ru� cx.!nter huilc7dinc-, relocatc, lcaCinr
to cast enu of Luiidin.;. 'Gxadn� j-no r-r,-iinap-, ac-11just-ed to
'luillc,- a1-4)rn-%7rr' 't-,y 4-Q
Irl j If
luiaire-, a.,-; operatior',a rceus warrant.
Reason for Change: (Why is change required)
''n orc=er to accreasu &Lio-t tcri�� jjdluina Co--,-Ls. auilcdhrl tc Le Si.-"ec. Cril", to
accaxx;zate prescnr- machinery ig--e-cis h. Lic initial Tphnse-
APPROVALS: (As Required)
Dir. Of Planning 1, z, Date:-4�"k
Town Engineer r Date:
Dir. of Public Works Date:
Other: Date:
STAFF COMMENTS:
White - Town Engineer
Pink - Director of Planning
Yellow - Applicant
TOWN OF SOUTH WINDSOR
STAFF SITE CHANGE
FOR SITE & SUBDIVISION
GENERAL:
CHANGE ORDER CONTACT PERSON T��. - " '- Phone No.
Address
Site Name �� P&Z No. `
Owner Phone No. r
Contractors
Signature of Owner Date:
Signature of Design Engr'. Date:
CHANGE: (Describe location and nature of change. Include
three (3) copies of plan/profile of Change. )
.e, t-
Reason for Change: (Why is change required)
(;• ' �; �` - ^Y , ,, - c _ .ter -
APPROVALS: (As Required)
Dir. Of Planning I " Date.
Town Engineer- ,*; r Date: '1��a F
Dir. of Public Works Date:
Other: Date:
STAFF COMMENTS:
White - Town Engineer
Pink - Director of Planning
Yellow - Applicant
L 934.45'
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i - - - - - PTCQ• i - _
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pad exist gravel area PROP CB 5 1
TF=80.70 a� o` I g I
FL:76.05'P �obQ,` N I R E
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exist. trees in det. �'�; ma �
basin to be replanted _ 15 IMP FL=7910 /
r X 78.50
containment 57 6 pVC c
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Q ' DETENTION BASIN -73.9 Q ' of
Q ' OU (SEE DETAIL)_ _ I 4V FL=79 Q6
FL-73 — (to be► - -
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' FL=74.60 ► g
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r _pJop.rR _ p >l5 - 1S'RCP 0.7%
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January 23, 1996
��►N 23 19%
South Windsor
Mr. Russell G. Levack, Chairman Planning & Zoning Commission
Planning and Zoning Commission
Town of South Windsor
1540 Sullivan Avenue
South Windsor, CT 06074
Dear Mr. Levack:
Please be advised that we are requesting a five year extension of our site plan approval
for our Recyclers building as requested in Application 89-69P and originally approved on
March 27, 1990. This will bring the building to its approved size. We intend to begin
the construction of this addition in 1996.
The storage building to the rear of the property is still on hold. Thank you for
considering our request. I enclose three sets of as built drawings showing the proposed
addition.
erely,
Sia:
Donald C. Canap aW��o
General Manager. G
P C
y�risu�
600 Nutmeg Road North P.O. Box 769 South Windsor, CT 06074-0769
Hartford(203) 282-8282 • Windham (203)455-9862 • Putnam (203) 974-0780 • Torrington (203)485-9191
Fax(203) 291-9062