HomeMy WebLinkAbout1265 John Fitch Boulevard TOWN OF SOUTH WINDSOR 9
PLANNING AND ZONING COMMISSION ''� �
J4N
The Commission will officially receive applications
p cation NO . at either Special or Regular meo-ta $ �rpv ded they
ecei ed Date ' � � were submitted to the Comm#pqt n ajrpe�f� rSecretary
c
a,""
ctio or Public Hearin b or agent, at least fourteen A��a or�r14
�j meeting at which they will be officially received.
�� _ No application officially received at a Special Meeting!
Receipt No. will be acted upon at that meeting.
i
ANDRE L. CHARBONNEAU
APPLICANT : KEVIN P. CHARBONNEAU
ADDRESS : 125 Edwin Road, South Windsor, CT 06074 TELEPHONE 528-7551
OWNER OF RECORD ON LAND RECORDS : Andre L. Charbonneau and Kevin P. Charbonneau
ADDRESS : 125 Edwin Road, South Windsor, CT 06074
COMPLETE LOCATION OF PROPERTY: Westerlv Side of John Fitch Boulevard
r
SEE ATTACHED MAP
ZONE I
NAME , ADDRESS & TELEPHONE NUMBER OF PERSON TO WHOM INQUIRIES SHOULD BE
DIRECTED : William E. Grace, Esquire
479 Buckland Road, South Windsor CT 0607A _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 of an Industrial Building
7 . Removal of Sand , Gravel , Clay or Quarry Stone & Ore (public
hearing required)
8 . Other (explain in detail)
THIS APPLICATION MUST BE SIGNED BY THE APPLICANT AND OWNER OF THE PROPERTY
AND SUBMITTED WITH 6 SETS OF PLANS (7 secs if public hearing is required)
BEFORE IT IS"RECEIVE BY HE PLANNING & ZONING COMMISSIO
i
BY: oo
By
Owner
William E. Applicant
Grace, Attorney for Applicants William E. Grace, Attorney for Owners
PLANNING AND ZONING COMMISSION
TOWN OF SOUTH WINDSOR
Fee Schedule and_ Policv
1. An application processing fee of $25 per lot ($50 minimum) is required
for: Subdivisions,.. resubdivisions, and open space subdivisions.
2. An application processing fee of $50 is required for: Change of Zone,
Zoning Amendnent, Special Exception, and Earth Removal or Land Filling
Operations.
3. An application processing fee of $25 is required for Site Development
Plans, except: where new buildings/additions/renovations of 2,000 s. f.
or more are proposed, said fee shall be $50; said fee shall be $500
for Site Development Plans in the Designed Commercial Zone; $50 plus
$5 per dwelling unit for Adult Housing ($500 minimum) .
4. An application processing fee of $10 per acre ($300 minimum) is required
for a Change of Zone/General Plan of Development in the Designed
Commercial Zone.
5. An application processing fee of $100 is required for a Change of Zone/
General Plan of Development in the Multi-Family or DA-15 Residential zones; or
for a Special Exception/General Plan of Development for Adult Housing.
6. An application processing fee of $50 plus $5 per dwelling unit is
required fora Special Exception/Site Plan of Development in the Multi-
Family or DA-15 Residential zones ($500.00 minimum).
7. Application processing fees are non-refundable after the application
has been officially received by the Commission. Application processing
fees may be returned prior to the application' s official reception
provided a letter of withdrawal, signed by the applicant, has been
submitted to the Commission prior to the meeting at which said applica-
tion is scheduled to be officially received.
8. Applications unaccompanied by the required application processing fee
are incomplete, and as such may be returned to the applicant and
removed from the Commission's agenda.
9. Cemplete applications and required fees shall be submitted at least
fourteen (14) calendar days prior to the Regular or Special Meeting
at which it will be received.
10. Fees for a previously denied application shall. not apply to any
subsequent application. However, when a subdivision, resubdivision,
or open space subdivision application has been denied within the
preceding 12 months or approved for fewer lots than requested, and a
new application for the subject tract is submitted by the same appli-
cant, then the fee for the new application shall be a minimum of $50
plus $25 for each lot above and beyond the number of lots contained in
the earlier application.
11. A fee of $5 per sign is required for signs to be posted by the
applicant on the subject property.
12. Other Fees: Subdivision Regulations - $3.00; Zoning Regulations - $4.00;
Zoning Map $1.00; fees for other documents is as determined by the
Commission.
13. All checks shall be made payable to "Town of South Windsor. "
Adopted: 4/10/84
Revised: 12/4/84
.� CHECKLIST vp
REQUIRED INFORMATION
SITE PLANS
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 Distri.ct 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
directio-n arrows .
f . Names of surrounding property owners.
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
in sufficient detail to show architectural styling .
Architect ' s seal on elevations for buildings in excess
of 5000 square feet ( per CGS Chapter 390) .
Page 2 (Site Plans)
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.
IIA b . Proposed streets and street lines with center line
/ stations , curve data , and parking spaces .
V 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 .
N6� 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.
Y C . Existing and proposed sanitary sewers .
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 .
Page 3 (Site Plans)
V
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.
f h. Proposed storm drainage system, showing all catch
basins, endwalls , manholes , lengths and sizes of
pipes. (fig distance between catch basins
shall be 300 feet and minimum size of storm drain
lines shall be 15 inches . )
I
i
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 .
r/ k. A-2 Certification ; P. E. /L. S , Seal .
6 . Landscaping plan .
7 . Drainage calculations - Zero Runoff Increase per
attached guidelines . . =
lVlt4 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
..F .-1.....- r *r n 1 c
Page 4 (Site Plans)
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.
N�A 11 . Sanitary Report: Where individual sanitary sewage
disposal systems are proposed , the final plans shall
include a Sanitary Report certified by a Professional i
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 . i
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 .
eze�� Z� *:-- , . 2 ,
AN PARER P . E . L . .
November , 1987
PALMBERG & RUSSO JOB
Land Surveyor& Engineer SHEET NO. OF
15 Barber Pond Road
BLOOMFIELD, CONNECTICUT 06002 CALCULATED BY DATE_
(203) 242-2775
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PALMBERG & RUSSO JOB
Land Surveyor & Engineer SHEET NO OF
15 Barber Pond Road
BLOOMFIELD, CONNECTICUT 06002 CALCULATED BY DATE -
(203) 242-2775
CHECKED BY DATE
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BLOOMFIELD, CONNECTICUT 06002 CALCULATED BY DATE -
(203) 242-2775
CHECKED BY DATE
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BLOOMFIELD, CONNECTICUT 06002 CALCULATED BY DATE
(203) 242-2775
CHECKED BY DATE
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Land Surveyor & Engineer SHEET NO. OF
15 Barber Pond Road
BLOOMFIELD, CONNECTICUT 06002 CALCULATED BY DATE -
(203) 242-2775
CHECKED BY DATE
SCALE
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PALMBERG & RUSSO JOB
Land Surveyor & Engineer SHEET NO. OF
15 Barber Pond Road
BLOOMFIELD, CONNECTICUT 06002 CALCULATED BY DATE
(203) 242-2775
CHECKED BY DATE
SCALE
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PALMBERG & RUSSO JOB
Land Surveyor & Engineer SHEET NO. OF
15 Barber Pond Road
BLOOMFIELD, CONNECTICUT 06002 CALCULATED BY DATE -
(203) 242-2775
CHECKED BY DATE
SCALE
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15 Barber Pond Road
BLOOMFIELD, CONNECTICUT 06002 CALCULATED BY DATE
(203) 242-2775
CHECKED BY DATE
SCALE
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Land Survey r & Engineer SHEET NO. OF
15 Barber Pond Road
BLOOMFIELD, CONNECTICUT 06002 CALCULATED BY DATE -
(203) 242-2775
CHECKED BY DATE
SCALE
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15 Barber Pond Road
BLOOMFIELD, CONNECTICUT 06002 CALCULATED BY DATE
(203) 242-2775
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Land Surveyor & Engineer SHEET NO. OF
15 Barber Pond Road
BLOOMFIELD, CONNECTICUT 06002 CALCULATED BY DATE
(203) 242-2775
CHECKED BY DATE
SCALE
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Land Surveyor & Engineer SHEET NO. OF
15 Barber Pond Road
BLOOMFIELD, CONNECTICUT 06002 CALCULATED BY DATE
(203) 242-2775
CHECKED BY DATE
SCALE
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nRiFTLT 6. 60 iNCHK,
ELEV. (FT, ) FLOW (CFS�
----------------------------____
62. 5(:.j 0. O6
63. 0o 0. 47-
63. 50 0. 32'
64' ou l ' 00
64. 50 . i . 25
65. 00 1 . 42
65. 50 1 . 57
66. 00 1 . 70
66. 50 1 . 8�
o7' 00 1 ' 95
67. 50 2.06
68. 00 2. 17'
68. 50 2. 27 '
FORMULA USED O — C * A * SQR 2oh HEAD > Dza
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KI A,W FZ ci L--C3(73 3: C: 14 FE un F3 FT-F Fv CJ A�
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POND WEN11FIER VASIN Aj
-�ELEV UE&H -VELC I o�l
Feet feet BoAL . CuAt. cu& L. C. T . S.
...........................
62. 6 0. C)
2132. 8
b4. u 2q5o. 213B. 8 1 0
2. 0 17350. 0
66. J.4400. U 19489. 8 1 . 7 ..i
2. 32250. 0
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POND !DEHTFFIEP MEIN Q.
ELEV STORAGE LUTFLOW 2S/T+C;
(CU. FT. ) (CFSA (CFS)
... ......... ..........
62. 6 0. 0 0. 0 0. 0
64 . 0 2138. 6 1 . 1 22. c.7'
66. 0 19488. 8 1 . 7 200-7
68. 0 MWS. 8 2. 2 591 . 6
68. 5 71051 . 0 2. 7
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BASIN !DENTIFIER BASiN 0i
DISCHES INTO EXIS N WAL TIG SE.
BASIN ARG AREA - 5. 58 ACPE&
RIINUFF COEFF. = 0. 511.
RAINFALL INT. - 0. 50 IN/HR,
TIME RUNOFF
. . 1 .2
9. Ell 2. 5
13. 1 2. 6
16. 3 6. 4
19. 6 10. 1
22 7. 7.
26. 1 4. 5
2Y. 4 4. 1
35. ".],"
42. 4 1 . 9
45. -,-' 1 . 6
49. 0 1 . 21
52. 2 0. 8
55. 5 0. 4
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62. C) 0. 0
65. 0,
71 . 8 0,
75. 1 U. 0
81 . 6 0.
80. 2 0. tl
94 . 7
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8A9IN lUENTIF [EP BASW 41
PuH� lD ( 1FlER n:5lN 41
2 YEAR STORM FREQUENCY
_____ __________ ________________________________________________________________
T I1 I2 2S1/T 81 2S2/T 02 2S2/ T
+O2
----------------------------------------------------------------------
3. 3 0. o i . �� 0. -1 0. 0 1 . 2 0. 1 1 . 1
6. 5 1 . 2 2. 0 1 . 1 0. 1 4 . 5 0. 2 4. �
9. 8 2. 3 2. 5 4 . 3 0. 2 8. ? o. 4 B. 5
13. 1 2. 5 2. 6 8. 5 0. 4 13. 1 O. b 12. 5
16. 3 2. 6 6. 4 12. 5 0. 2 20. 9 1 . 0 19. 1-11
19. 0 6. 4 10. 1 19. 9 1 . 0 35. 5 1 . 1 34. 4
22. 9 10. 1 7. 0 34 . 4 1 .'1 50. 7 1 . 7 49. 5
2w, 1 7. 3 4 . 5 49. 5 1 . 2 00. 2 ' 1 . 2 59. 0
29. 4 4. 5 4. 1 59. 0 1 . 2 66. 5 1 . 2 65. 2
32. 7 4. 1 3. 8 =5. 2 1 . 2 72. 0 1 . 2 70. 7
35. 9 3. 8 3. 1 70. 7 1 . 2 76. 3 1 . 3 75. 1
39. 2 3. 1 2. 3 75. 1. 1 . 3 79. 2 ` 1 . 3 77. 9
42, 4 2. 3 1 . 9 77. 9 1 . 3 81 . 0� 1 . 3 79. 7
45. 7 1 . 9 1 . 6 79. 7 1 . 3 81 . 9 1 . 3 80. 6
49. 0 1 . 6 1 . 2 80. 6 1 . 3 82. 1 1 . 3 80. 8
52. 2 1. 2 0. 8 80. 8 1 . 0 81 . 5 1 . 3 80. 3
55' 5 0. 8 0. 4 60. 3 1 . 3 80. 2 1 . 3 78. 9
58. 8 0. 4 0. 0 78. 9 1 . 3 78. 1 1 . 3 76. 8
62. 0 0. 0 0. 0 76. 8 1 . 3 75. b 1 . 2 74. 3
b5, 3 0. 0 0. 0 74. 3 1 . 2 73. 1 1 . 2 71 . 8
68. 6 0. 0 0. 0 71 . 8 1 . 2 70. 6 1 . 2 69. J
71 . 8 0. 0 0. 0 69. 3 1 . 2 68. 1 1 . 2 66. 9
75. 1 0. 0 0. 0 66. 9 1 . 2 65. 7 1 . 2 64. 5
78. 4 0. 0 0. 0 64. 5 1 . 2 63. 2 1 . 2 62. 0
81 . 6 0. 0 0. 0 62. 0 1 . 2 60. 8 1 . 2 59. 6
84. 9 0. 0 0. 0 59. 6 1 . 2 58. 4 1 . 2 57. 2
88' 2 0. 0 0. 0 57. 2 1 . 2 56. 1 1 . 2 34 . 9
91 . 4 0. 0 0. 0 54. 9 1 . 2 53. 7 1 . 2 52. 5
94. 7 0. 0 0. 0 52. 5 1 ' 2 31 . 4 1 . 2 50. 2
MAXIMUM ELEVATION = 64. 7 F7
MAXIMUM STORAGE = 7917. 0 CU FT
MAXIMUM DISCHARGE = 1 . 3 CFS
�"6 1:.:.
Pm/'HBEPG
Bloom+ze1d . Com�ecticui
1o. 141P7
EE F"C3 FR-V V E3;Flrql
K� Vz;c I-_,:c C-1,:,--jU"", 6�AK-3
u.3-3" 871. FR Ah V 1 C-1 141 dQ ll_ �U 1D F-�;,C-;q-. "1:-.z gL%R ^U0
Q (PEAK) = C*1h`^
5 YEAR KORM FREQUENCY
BASIN IDENTIFIER BASIN #1
DISCHARGES INTO EXISTING SWALE
BASIN AREA = 5. 58 ACRES
[;|NOFF COEFF. = 0. 51
RAINFALL INT. = 4. 84 IN/HR
AME RUNOFF
(MIN) (C. F. S. /
0. 0 0. 0
3. 3 1 . 0
6. 5 2. 0
9' 8 2. 8
13. 1 3. 5
1b. 3 8. b
19. 6 13. 6 `
22. 9 10. 4
'
26. 1 7. 2
29. 4 6. 0
32. 7 4. 9
35' 9 4. 0
39. 2 3. 1
42. 4 2. 4
45. 7 1 . 7
49. 0 1 . 5
52. 2 1 . 4
55. 5 1 . 3
58. 8 1 . 2
62. 0 0. 6
65. 3 0. 0
6B. 6 0. 0
71 . 8 0. 0
75. 1 0. 0
78. 4 0. 0
81 . 6 0. 0
84. 9 0. 0
8B' 2 0. 0
91 . 4 0. 0
94 ' 7 0. �
PWE
PALMBER6 & RUS6U
Bloomfield . Connecticut
10/14/87
F'R C3 E3 3: Co ������K���-� F::-C-1��
III �df7NAU P4 I .!r!AU
-
��It, 11 Fc C3 C3 F-- F- F--",EL W E!FR 41 CcJ 1 Fz �C)�.j-g- IU',J i[:E�
BASIN IDENTIFIER BASIN 01
POND WENTlFIER BASIN #1
5 /EAR STORM FREQUENCY
_______________________________________________________________________________
l' 11 I2 2S1/T 01 2S2/T 02 2S2/T .
+O2 -
_______________________________________________________________ _________________
1. 3 0. 0 1 . 0 0. 0 0. 0 1 . 0 0. 0 1 . 0
6. 5 1 . 0 2. 0 1 . 0 0. 0 4. 0 6. 2 3. 8
9. 8 2. 0 2. 8 3. 8 0. 2 8. 5 0. 4 8. 1
13. 1 2. 8 3. 5 8. 1 0. 4 14. 0 0. 6 13. 4
16. 3 3. 5 8. 6 13. 4 0. 6 24. 8 1 . 1 23. 7
19. 6 8. 6 13. 6 23. 7 1 . 1 44. 9 1 . 1 43. 8
22.'9 13. b 10. 4 43. 8 1 . 1 66. 7 1 . 2 65. 4 '
26. 1 10. 4 ' 7. 2 65. 4 1 . 2 81 . 8 1 . 3 80. 5
29. 4 7. 2 6. 0 80. 5 1 . 3 92. 5 1 . 3 91 . 2
32. 7 6. 0 4. 9 91 . 2 1 . 3 100. 8 1 . 3 99. 4
35. 9 4 . 9 4. 0 99. 4 1 . 3 107. 0 ] . 4 105. 6
39.2 4. 0 ' 3. 1 105. 6 1 . 4 111 . 3 1 . 4 109. 9
42. 4 3' 1 2. 4 109. 9 1 . 4 114. 0 1 . 4 112. 6
45. 7 2. q 1 . 7 112. 6 1 . 4 115. 3 1 . 4 113. 9
49. 0 1 . 7 1 . 5 113. 9 1 . 4 115. 8 1 . 4 114. 4
52. 2 1 . 5 1 . 4 114. 4 1 . 4 115. 9 1 . 4 114. 5
55. 5 1 . 4 1 . 3 114. 5 1 . 4 115. 7 1 . 4 114. 3
58. 8 1 . 3 1 . 2 114 . 3 1 . 4 115. 5 1 . 4 114. 1
62. 0 1 . 2 0. 6 114. 1 1 . 4 114. 6 1 . 4 113.2
65. 3 0. 6 0. 0 113. 2 1 . 4 112. 4 1 . 4 111 . 0
68. 6 0. 0 0. 0 1l1 . 0 1 . 4 109. 6 1 . 4 108. 3
71 . 8 0. 0 0. 0 108. 3 1 . 4 106. 9 1 . 4 105. 5
75. 1 0. 0 0. 0 105. 5 1 . 4 104. 2 1 . 4 102. 8
78. 4 0. 0 0. 0 102. 8 1 . 4 101 . 5 1 . 3 100. 1
81 . 6 0. 0 0. 0 100. 1 1 . 3 98. 8 1 . 3 97. 4
84. 9 0. 0 0. 0 97. 4 1 . 3 96. 1 1 . 3 94. 8
88. 2 0. 0 0. 0 94. 8 1 . 3 93. 5 1 . 3 92. 1
91 . 4 0. 0 0. 0 92. 1 1 . 3 90. 8 1 . 3 89. 5
94 . 1 0. 0 0. 0 89. 5 1 . 3 88. 2 1 . 3 86. 9
MAXIMUM ELEVATION = 65. 0 FT
MAXIMUM STORAGE = 11212. 6 CU FT
MAXIMUM DISCHARGE = 1 . 4 CFS
PA6F
PALMBER6 & PUSSO
Bloomfield . Connecticut
1o/ 14/87
Y KA FR CJ V.C]. I C.-" nf:j VJZ7� T- C J"r--;,
I!&*FIER C3UQV4EE&I tJ
'
U'ph8 A V & FQ i!-%1_ -9, tl�PA y �� LF F:;!�, F-".1 k
U (PEAK) = L* I*,i
zV YEAR STORU FREQULWC/
BASIN IDENTIFIER BASIN #1
D1SCHPRGE5 INTO EXISTING SWALE
BASIN AREA = 5. 58 ACRES
RUNOFF COEFF. = 0. 51 -
RAINFALL INT. = 5. 49 IN!HR.
TIME RUNOFF
(MIN) `C. F. S. )
0. 0 0. (j
3. 3 1 . 3 '
- 6. 5 2. 6
9. 8 1. 7
13. 1 4. 8
16. 3 10. 1
' 19. 6 15. 5
22. 9 12. 1
26. 1 8. !
29. 4 6' 8
32. 7 5. 0
35' 9 3. �
39. 2 2. 9
42. 4 2. 7
45. 7 2. 5
49. 0 2. 4
52. 2 2' 2
55- 5 2' 1
58. 8 2' 1
62. 0 ] . 0
65. 3 0. 0
68. 6 0. O
71 . 8 0. 0
75' 1 0. 0
78. 4 0. 0
81 . 6) 0. �
84. 9 0. 0
88. Z 0. O
91 . 4 0. 0
94' 7 0' �
PRGE
PALMBER6 A RUSSO
Bloomfield . Connecticut.
10/14/ �7
H-1"K 11)PQ C3 1_Ell W 1 11; F= ��������-�
4 -A :1. 9"'l 01"18T':�����
113 F71 13 9,E;F;: U��� ��F? c-'j, 1 �11-y' U � ��(_-:1.
EAS] N lbEHlIFlER 8ASW #�
FWD 1uEN[1FlEK BAS ! H #1
10 YEAR STORM FREQUENC�'
'------- -------------------------------------------------------------------- --
T 11 12 231 / 1- 01 2S2/T 02 2W0-
+O2
_______________________________________________ _______________ __________________
0. J 0. 0 1 . 3 0. 0 0. 0 1 . 3 0. 1 1 . -2
'
6. 5 1 . 3 2. 6 1 . 2 0. 1 5. 1 0. 2
9. 8 2. 6 3' 7 4. 9 0. 2 10. 9 0. 5 30. 4
13. 1 3. 7 4. 8 10. 4 0. 5 18. 4 0. 9 17 . !�
16' 3 4. 8 10. 1 17. 3 0. 9 31 . 6 ! . 1 5 0. 5
15. 6 10. 1 15. 5 00. 3 1 . 1 55. 0 1 . 2 53. 8
' 22. 9 15. 5 12. 1 53. 8 1 . 2 80. 2 1 . 3 7% 9
2u. 1 12. 1 ' 8. 7 78. 9 1 . 3 98. 4 1 . 3 97' 1 '
29. 4 8. 7 6. 8 91 . 1 1 . 3 111 . 3 1 . 4 1o9. 9
32. 7 6. 8 5. 0 109. 9 1 . 4 120. 4 1 . 4 119. ,:)
35. 9 5. 0 3. 9 119. 0 1 . 4 126. 5 1 . 4 125. o
19. 2 3. 9 ' 2. 9 125. 0 1 . 4 130. 4 1 . 4 129. 0
42. 4 2. 9 2. 7 129. 0 1 . 4 133. 2 1 . 5 131 . 7
45. 7 2. 7 2' 5 131 . 7 1 . 5 135. 5 1 . 5 134. 0
49. 0 2. 5 2. 4 134. 0 1 . 5 137. 5 1 . 5 136. 0
52. 2 2. 4 2. 2 136. 0 1 . 5 139. 1 1 . 5 137. )
55. 5 2. 2 2. 1 137. 6 1 . 5 140. 5 1 . 5 139. 0
58. 8 2. 1 2. 1 139. 0 1 . 5 141 . 8 1 . 5 140. 3
6Z. 0 2. 1 1 . 0 / 40. 3 1 . 5 141 . 9 1 . 5 140. 4
=5. 3 1 . 0 0. 0 140. 4 1 . 5 140. 0 1 . 5 138. 5
68. 6 0. 0 0. 0 138. 5 1 . 5 137. 0 1 . 5 135. 5
71 . 8 0. 0 0. 0 135. 5 1 . 5 134. 1 1 . 5 132. 6
75. 1 0. 0 0. 0 132. 6 1 . 5 131 . 2 1 . 4 129. 7
78. 4 0' 0 0. 0 129. 7 1 . 4 128. 3 1 . 4 126. 8
81 . 6 0. 0 0. 0 126. 8 1 . 4 125. 4 1 . 4 124. 0
84 . 9 0. 0 0. 0 i24. 0 1 . 4 122. 5 1 . 4 121 . 1
88. 2 0. 0 0. 0 121 . 1 1 . 4 119. 7 1 . 4 118. 3
91 . 4 0. 0 0. 0 118. 3 1 . 4 116. 9 1 . 4 115. 5
94. 7 0. 0 0. 0 115. 5 1 ' 4 i14. 1 1 . 4 112. 7
MAXIMUM ELEVATION = 65. 3 FT
MAXIMUM STORAGE = 13754. 9 [U FT
MAxlMUM DISCHARGE = 1 . 5 CFS
PAGE
PALMBERG & RUSSO
Bloomfield . Connecticut
10/14/87
0-1 A, ]�>Fic 4�3 I_ILD C�3 1 C:� � F=-C-3 t::;:_T_ F=C3 FR '
K:� off-�9`::Z:1E3K3U� EE-iL%LJ
� F:c 1E Ir-:%U_ ��� � �LL)I,q !2t p U-U�����Iz:Z F7-"1--1
QQPEAK) = C*I*A
25 YEAR STORM FREQUENQf
BASIN IDENTIFIER BASIN #1
DISCHARGES INTO EXISTING SWALE '
BASIN AREA = 5. 58 ACRES
RUNOFF COEFF. = 0. 51
RAINFALL INT. = 6. 54 IN/HR
'
TIME RUNOFF
(MIN) (C. F. S. )
____ ....................
__
' 0. 0 0. 0
J. 3 1 . 7
6. 5 3. 4
9' 8 4. 5 .
13. 1 5. 6
1b. 3 12. 0
19. 6 18. 4
22. 9 14. 1
26. 1 9. �
29. 4 8. 3
32. � 6. 9
3t' ?
39. 2 3. 9
42. 4_ 3' 3
45' -i Z. 7
49. {' 2. 3
52, _2 1 . 9
55. 5 1 . 7
58. 8 1 . 6
62' 0 0' 8
65. 3 0. �
&8. 6 0. �'
71 . 8 0. �
Y5. 1
78. 4
81 . 6 0. 0
84. "? 0. �
88. 2 0. 0
91 . 4 0. '}
91 . � 'l. ('
PAGE
PALMBERG & RU5SO
Bloomfield . Lomnecticut
10.' 14/87
F80"1-)FA:K-3K_�3 C-3 1 C:�: F:; E:!-':F:"I--.I F F- ������
K-11-1 F;lot lot W F41W K dmb&.11
VU4111 F?W C3 FR 14 FO VA W f1p I F< ��t-ra"-r, 1 c:3
BASIN I{`ENTlFlER BASIN 4i
POND IDENTIFIER BASIN 41
25 YEAR WORM FREQUENC*/
_____________ ____ ______________________________________________________________
.T I1 I2 2S1/T 01 2S2/T 02 2,32/1 .
+O2
-------- -------'----------------------'---------------------------------------
J. 3 0. 0 1 . 7 0. 0 0. 0 1 . 7 ' 0. 1 1 . 6
6. 5 1 . 7 3. 4 1 . 6 0. 1 6. 7 0. 3 6. 3
9. 8 3. 4 4. 5 6. 3 0. 3 13. 9 0. 6 13. 3
13. 1 4. 5 5. 6 13. 7 0. 6 22. 8 1 . 1 21 . 7
16. 3 5. 6 12. 0 21 . 7 1 . 1 38. 3 1 ' 1 37. 2
19. b 12. 0 18. 4 37. 2 1 . 1 66. 5 1 . 2 =5. 3
22~ 9 18. 4 14. 1 65. 3 1 . 2 96. 6 1 . 3 55. 3 _
26. 1 14. 1 ' 9. 7 95. 3 1 . 3 117. 7 1 . 4 11b. 3
29. 4 9. 7 8. 3 116. 3 1 . 4 132. 9 1 . 5 1j1 . 5
32. 7 8. 3 6. 9 131 . 5 1 . 5 145. 3 1 . 5 143. 8
35. 9 6. 9 5. 4 143. 8 1 . 5 154. 6 1 . 5 153. 1
39. 2 5. 4 3. 9 153. 1 1 . 5 160. 9 1 . 6 159. 4
42. 4 3. 9 3. 3 159. 4 1 . 6 165. 1 1 . 6 163. 5
45. 7 3.3 2. 7 163. 5 1 . 6 167. 9 1 . 6
49. 0 2. 7 2. 3 166. 3 1 . 6 169. 7 1 . 6 108. 1
52. 2 2. 3 1 . 9 168. 1 1 . 6 170. 7 1 . 6 109. 1
55. 5 1 . 9 1 . 7 169. 1 1 . 6 171 . 1 1 . 6 1 ,9. 5
58. 8 1 . 7 1 . 6 169. 5 1 . 6 171 . 2 1 . 6 1±9. 6
62. 0 1 . 6 0. 8 169. 6 ] . 6 170. 5 1 . 6 108. 9
65. 3 0. 8 0. 0 168. 9 1 . 6 168. 1 1 . 6 166. 5
68. 6 0. 0 0. 0 166. 5 1 . 6 164. 9 1 . 6 163. 3
71 . 8 0. 0 0. 0 163. 3 1 . 6 161 . 8 1 . 6 160. 2
75. 1 0. 0 0. 0 160. 2 1 . 6 158. 7 1 . 5 157. 1
78. 4 0. 0 0. 0 157. 1 1 . 5 155. 6 1 . 5 154. 0
81 . b 0. 0 0. 0 154. 0 1 . 5 152. 5 1 . 5 151 . 0
84. 9 0. 0 0. 0 151 . 0 1 . 5 149. 4 1 . 5 147. 9
88. 2 0. 0 0. 0 147. 9 1 . 5 146. 4 1 . 5 144' �
91 . 4 0. 0 0. 0 144. 9 1 . 5 143. 4 1 . 5 141 . 9
94. 7 0. o 0. 0 141 . 9 1 . 5 140. 4 1 . 5 138. 9
MAXIMUM ELEVATION = 65. 7 FT
MAXIMUM STORAGE = W617. 2 CU FT
MAXIMUM DISCHARGE = 1 . 6 CF5
i'OLHDERG & RUSKO
y] uomfie] d . Connecticut. .
10/14/B7
V 9-:;�4:31-C3 G-3 1 9= �r-;,
4 -,,, 8'A0`4 U'�
I C� k: V,E='Fit My XfK_ M As k' X 4 IQ OAK_ I v in CD C3 FR 0 1 vi
a I REAR) = L-1+1-1
5" YEAR STuRN ME&UENC\
|
BASIN lDEN [IFlER BASIN #1 |
DISCHARGES INTO EXISllN6 SWALE i
/
�
BASIN AREA = 5. 58 ACRES '
RUNOFF COEFF. = 0. 51
RAINFALL INT . = 7. i9 IN/HR -
TIME RUNOFF '
(M] N) C. F. 6' /
_���_ ���_��������_��
- 6. 5
7. 8 0. l
1J. 1 1. 8
16. 3 13. 5
. 19. b 20. �
22. 9 15. 7
26. 1 11 . 2
29. 4 9. 5
32. 7 7. 8
35. 9 3. 8
39. 2 J. 8
42. 4 3. 6
45. 7 3. 4
49. 0 2. 8
52' 2 2. 2
55. 5 1 . 5
58. 8 0. 7
62. 0 0. 4
65. 3 0. 0
b8. b '). ()
71 . 8 0. �
75. 1 0. �
78. 4 0. 0
81 . 6 0. 0
84. 9 0. ()
88. 2 0. 0
9i . 4 0. 0
94. 7 O. 0
«
Kl',E
F;/LMBEW N Pi !S6//
8loumfie1d . ��one�ticut
13, 14/87
�
�A�~�t�1 lit I.-C-3 ul; -L q-�, F-- V:*-:"4.--Ii F::�'--V-
C:�',»A lzic C-11 I,,,n ;r:-"hK-V
vU `111 ro C3 C---.P F.".c ir:-%F.", V 1 IS E0 EE�FQ"",«:J i:-,:
BASIN lDBNTlFIER BASI|J 43.
FUND IDEHT iFlER BASIN #1
5o YEAR 3lORM FREQUENCY
_____ ____ ___________ ________________ _ __________________ _______________________
T 11 12 2S1ZT 01 232/ T 02 2S2jr
+U2
---------------------------- ---------- _ -------------------------- -- --------------
j. 3 0. 0 1 . 7 0. 0 0. 0 ] . 7 0. 1 1 . 0.
6. 5 1 . 7 3. 4 1 . -,�) 0. 1 6. 6 0. 0 6. ---�
9. 8 3' 4 5. 1 6. 3 0. 3 14 . 5 0. 7 13. 8
13. 1 5. 1 6. 8 13. 8 0. 7 25. 0 1 . 1 24. ,
10. 3 6' 8 13. 5 24. 0 1 . 1 43. 2 1 . 1 42. �
19. 6 13. 5 20. 2 42. 0 1 . 1 74. 7 1 . 2 73. 4
22. 9 20. 2 15. 7 73. 4 1 . 2 108. 2 ' 1 . 4 106. 117.)
21. 1 15. 7 11 . 2 106. 8 1 . 4 132. 4 1 . 5 13o. 9
29. 4 11 . 2 9. 5 130. 9 1 . 5 150' 2 1 . 5 148. 7
32. 7 9. 5 7. 8 148. 7 1 . 5 164. 5 1 . 6 163. �
35. 9 7. 8 5. 8 163. 0 1 . 6 ] 75. 0 1 . 6 173. 4
. . 2 5. 8 3. 8 173. 4 1 . 6 181 . 4 1 . b 179. 8 ,
39
42. 4 3' 8 3. 6 179. 8 1 . 6 185. 5 1 . b 183. 9
45. 7 3. 6 3. 4 183. 9 1 . b 189. 2 1 . 7 187. 5
49. 0 3' 4 2. 8 187. 5 1 . 7 192. 0 1 . 7 ] 90. 3
52. 2 2. 8 2. 2 190. 3 1 . 7 193. 6 1 . 7 192. �'
55. 5 2' 2 1 . 5 192. 0 1 . 7 194. 0 1 . 7 192. �
58. 8 1 . 5 0. 7 192. 3 1 . 7 192. 8 1 . 7 191 . 1
62' 0 o' 7 0. 4 191 . 1 1 . 7 190. b 1 . 7 188. 9
65. 3 v. w 0. 0 188. 9 1 . 7 187. 6 1 . 7 18b. o
68. 6 0. 0 0. 0 186. 0 1 . 7 184. 3 1 . b 182. 7
71 .8 0. 0 0. 0 182. 7 1 . 6 181 . 0 1 . 6 179. 4
75. 1 0. 0 0. 0 179. 4 1 . 6 177. 8 1 . b 176. 1
78. 4 0. 0 0. 0 176. 1 1 . 6 174. 5 1 . b 172. �
G1 . 6 0. 0 0. 0 172. 9 1 . 6 171 . 3 1 . 6 169. 7
84 . 9 0. 0 0. 0 169. 7 1 . 0 168. 1 1 . 6 166. 5
88. 2 0' 0 0' 0 166. 5 i . 6 W5. 0 1 . b 163. 4
91 . 4 0. " 0. 0 163. 4 1 . 0 W . 8 1 . 0 160. 3
94 . 7 0. 0 0' 0 160. 3 1 . 6 158. 7 1 . 5 157. 1
MAXIMUM ELEVATION = 65. 9 FT
MAXIMUM STORAGE = 18834. 9 CU FT
MAXIMUM DISCHARGE = 1 . 7 CFS
(
|
PAGE i
|
FPLMBER6 & RUSSO /
Bloomfield . CoonecticuL
l{'' 14/87
�A N,13L 11-:R C-D!L-C.-I C'.3 -L C:� E---F:"--3 U F=411��
4 .0KK 1. A.,0 1-;,! F�act I ]Lt?kvA 94 L- �-I L�o���Z 0-=-V-'
U (PEAK) [*l*A
!OO iEAR STORM FREQUENC\
BASIN TDENTIFIER BASIN #1
DISCHARGES INTO EXISTING SWALE
BASIN AREA = 5. 56 ACRES '
RUNOFF COEFF. = 0. 51
RAINFALL INT . = 7.79 IN/HR
TIME RUNOFF
(MIN) (C. F. S. )
__________________
0. 0 0. 0 '
3. 3 2. 1 -
b. 5 4. 1
9. 8 6. 4
13. 1 8. 7
16. 3 15. 3 '
19. 0 21 . 9
22. 9 18. 1
26. 1 14. 3
29. 4 10. 2
32. 7 12. 1
35. 9 8. 5
39. 2 4. 9
42. 4 3. 6
45. 7 2. �
49. 0 1 . 9
52. 2 1 . 6
55. 5 0. 8
58. 8 0. 0
62. 0 0. 0
65. 3 0. 0
68. 6 0. 0
71 . 8 0. 0
75. 1 0. 0
78. 4 0. 0
81 . 6 0. 0
84. 9 0. 0
88. 2 0. 0
91 . 4 0. O
"^ -1 ^ o
r.)6 -
F. .LA6BR5 a RU65O
63oomield . Connecticut
C3 C3 L Cl #Q, 1!F l ",--3��
��VA e!":)i 1 �.4K�������;�
U V�� Ll--3 F<R�:-%F7.'�-E, EE 03 El F?%/C:'P, �f-P 4 x U J
BASlN 1DBNTlF1ER 8h61N #1
PONb IDENTI / 1ER 8oSIH #1
100 YEAR S [ORM FREOUENQ.
----------------------------------------------------- ---- ---` --- -- ---- ------ --------
T 11 12 2S1/T 01 292/T 02 2S2/T
+O2
-------------------------- ---- ----------------------------------------------- ---
3. 3 0. 0 , 2. 1 0' 0 um 2. 1 0. 1 2. 0
6. 5 2. 1 4. 1 2. 0 0. 1 8. 1 0. 4 7. 7
9. 8 4. 1 6. 4 7. 7 0. 4 17. 9 0. 8 17. 1
1s. 1 6. 4 8. 7 17. 1 0. 8 31 . 4 1 . 1 30. 3
16. 3 8. 7 l5. 6 30. 3 1 . 1 53. 5 1 . 2 52. 1
19. 0 15. 3 21 . 9 52. 1 1 . 2 88. 2 1 . 3 86. 9
22. 9 21 . 9 16. 1 86' 9 1 . 3 125. 7 1 . 1 124 . 3
26. 1 18. 1 14. 3 124. 3 1 . 4 155. 3 1 . 5 150. 8
29. 4 14. 3 13. 2 153. B 1 . 5 179. 8 1 . 6 17G. 2
32. 7 13. 2 12. 1 178. 2 1 . 6 201 . 9 1 . 7 2o0. 2
35. 9 12. 1 8. 5 200. 2 1 . 7 219. 1 1 . 4 217. 4
39. 2 8. 5 4. 9 217. 4 1 . 7 ' 229. 1 1 . 7 227. 4
42. 4 4. 9 3. 6 227. 4 1. 7 234. 2 1 . 7 232. 4
45. 7 3. 6 2. 2 232. 4 1 . 7 236. 4 1 . 7 234. 7
49. 0 2. 2 1 . 9 234. 7 1 . 7 237. 0 1 . 7 235. 3
52. 2 1 . 9 1 . 6 235. 3 1 . 7 237. 0 1 . 7 235' 3
55. 5 1 . 6 0. 8 235. 3 1 . 7 235. 9 1 . 7 204. 2
58. 8 0. 8 0. 0 234. 2 1 . 7 233. 2 1 . 7 231 . 5
62. 0 0. 0 0. o 231 . 5 1 . 7 229. 7 1 . 7 228. 0
65. 3 0. 0 0. 0 228. 0 1 . 7 226. 3 1 . 7 224. 5
68. 6 V. 0 0. 0 224. 5 1 . 7 222. 8 1 . 7 221 . 1
71 . 8 0. 0 0. 0 221 . 1 1 . 7 219. 3 1 . 7 217. 6
75. 1 0. 0 0. 0 217. 6 1 . 7 215. 9 1 . 7 214. 2
78. 4 0. 0 0. 0 214. 2 1 . 7 212. 5 1 . 7 210. 7
81 . 6 0. 0 0. 0 210. 7 1 . 0 209. 0 1 . 7 207. 3
84. 9 0. 0 0. 0 207. 3 1 . 7 205. 6 1 . 7 203. 9
88. 2 0. 0 0. 0 203' 9 1 . 7 202. 2 1 . 7 200. 5
91 . 4 0. 0 0. 0 200. 5 1 . 7 198. 8 1 . 1 197. 1
94. 7 0. 0 0. 0 197. 1 1 . 7 195. 4 1 . 7 193. 7
MAXIMUM ELEVATION = 66. 2 FT
MAXlMUM STORAGE = 23048. 0 CU FT
MAx1MUM DISCHARGE = 1 . 7 CF6
^
Values of Runoff Coefficieot (C'
for Rational Formula �
Land use C Land use _
Business: lawns:
Downtown areas 0.70-0.95 Sandy soil, flat, 2: 0.0.5--.::
Neighborhood areas 0.50-0.70 Sandy soil, average, 2-1: �.
Sandy soil , steep, 1:
Residential : Heavy soil, flat, 2:
Single-family areas 0.30-0.50 Heavy soil , average, 2-1:
Multi units, detached 0.40-0.60 Heavy soil, steep, 1 O.2:
Multi units, attached 0.60-0.75 I
Suburban 0.25-0.40 Agricultural land:
Bare packed soil
!ncustrial: S.-nooth Cr,.3- Ei
Light areas 0.50-0.80 Rough
:;cavy areas 0.60-0.90 Cultivated rows
Heavy soil no crop
Parks, cemeteries 0.i0-0.25 Heavy soil With cro; :.2G
Sandy soil no crop
playgro;;nds 0.20-0.35 Sandy soil with crop
Pasture f
Railroad yard areas 0.20-0.40 Nenvy soil
Sandy soil _.-.
Unimproved areas 0.110-0.30 Woodlands Q
Streets:
Asphaltic 0.70-0.95
Concrete 0.80-0.95
Brick 0.70-0.85 !
;
--Drives and walks 0.75-0.85 i
i
Roofs 0.75-0.95
Note: The designer must use judgement to select the bppropriat'e C value within, -one
4 J 9
range. Generally, larger areas with permeable soils, flat slopes and dense
vegetation should have lowest (C) values. Smaller areas with dense soils,
moderate to steep slopes, and sparce vegetation should b- assigned highest
(C) values.
Source: Virginia Erosion and Sediment Control Handbook, 1980. '(i c ^ c
and Water Conservation Commission.
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10MN Be,,
4 Gory K. Tyler
% Chief of Police
,~OSOR•co
Police Services SOUTH WINDSOR POLICE DEPARTMENT
CONSTRUCTION REQUIREMENTS
Project Title: 89-06 P Charboneau Date: 13, Febuary 1989
1. Developer is responsible for the purchase and installation of all
street and traffic signs. Any signs on or intersecting with a
State Highway must be cleared through the Department of Trans-
portation. All signs must be in place before a c.o. is issued.
C100, 2. Developer is responsible for the purchase of all street lighting
through Connecticut Light and Power. CUP will install all
lighting once they have received payment from the developer and
the locations of the lights has been reviewed by the Police
Department. All lighting must be in place before a c.o. is
issued.
I 3. Developer will submit three (3) 831 x 11 or 811 by 14 maps of the
proposed project to the Police Department for the purpose of
identifying and locating all signs. Completed maps will be
distributed to the developer, Town Planner and the Police
Department. Any changes in road design will require new maps.
5Y00%. Temporary street signs must be in place as soon as possible and
maintained throughout the project.
5. Emergency phone numbers for the duration of the construction
? must be provided to the Police Department on a company letter-
head. If the developer occupies or owns the building/s after
construction emergency numbers must be provided to the Police
Department.
6. 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.
7.
' 151 Sand Hill Road • South Windsof, Connecticut 06074 • (203) 644-2551
-2-
CONSTRUCTION SUGGESTIONS
[� 1 . Keep all shrubbery low around doors and windows so as
to allow an unrestricted view.
d2 . Locate business name, if applicable, on the building .
d3 . Backlight business name and address.
LJ 4 . Provide lights over all doors .
5 . Provide ample lighting of parking areas .
6 . Advise the new owner / purchaser to provide the Police
Department with emergency numbers . (Business, Commercial
and Industrial property only) .
r
e ar
SIGNATURE
Sergeant Thomas C. Hart #103
Traffic Services Unit
Approved by;
/Chiei Ga K. er
PLANNING DEPARTMENT
IN-HOUSE REFERRAL FORK
TO: Karl Reichle, Mike Gantick, Mel Stead, r aw
Richard J. Sartor, Gary Tyler, Fire Marshall
Lanning, Jim Snow
FROM: Marcia A. Banach, Director of Planning
The Planning & Engineering Departments have received
plans for the following project:# `] - ) f'
Zone_ Acreage
Subdivision Site Plan Residential_
No. of Lots/units
Commercial Industrial
Location: (:�,�._ i.,� �UL, c����, -� fr?I r�--�V
Project Description:
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 by !� =' `� if you will have
comments on this application so that I can follow up with your
department when I do a Planning Department report.
Z✓2'1.�(...., c�.-, C��_ _�4v�.Ga-.y-��...., c't'L.-,.�v �-� e �C, ��L-->-�.�..—,�'i..,i.-� .._., ��vi C'-G-r �= . _
�� �UG2"� C'.�vi>���4 _ /�•L- /� D->Ll-4L-+yz e i 1...., / -, .��-��.,.L.- _�-�_ c . -_
✓l�
<011N 8f,`
ra n 0-le s-ate ?d
9 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
SOR-Co AREA CODE 203/644-2511
March 30, 1989
Mr. Andre L. Charbonneau
125 Edwin Road
South Windsor, CT 06074
Re: Application #89-06, Site Plan, Route 5
Dear Mr. Charbonneau:
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: Jerry Iazzetta, Town Engineer
Charbonneau Industrial Building, Route 5 - Planning Dept. Review
Comments
Key Map
- Are there any median cuts on Route 5 in vicinity of site?
Landscaping Plan
- Demonstrate that buffer meets requirements of Section
5 .4 .a. 1 . and 2 . , 5 .4 .c .
General Comments
- Fire marshall approval requested because of length of
building
- Suggest widening driveway to 301 , increasing driveway
radii to 50 ' (in lieu of providing
acceleration/deceleration lanes )
<011 M s f+�
�- Tom o-PsotA VZndAot
o
9 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
solt-0) � AREA CODE 203/644-2511
March 30, 1989
M E M O R A N D U M
TO: Marcia A. Banach, Director of Plan ing
FROM: Jerry C. Iazzetta, Town Engineer
RE: Charbonneau Industrial Park - Site Plan - #89-06P
We have reviewed the site plan and drainage calculations for the
Charbonneau Industrial Site Plan and have the following comments :
1 . Catch basins are to be numbered on plans the same as
on drainage calculations .
2 . A detail of work to be done around the area of the
emergency spillway is needed. The 40 scale drawing
is too busy to be very clear.
3 . Storage capacity of detention basin not furnished.
4 . Tire stops will be required in parking area that
does not have curbing.
5 . Grading of side slopes from edge of new parking area
with curbing to the south property line not shown.
Will a retaining wall be utilized?
6 . A detail showing the edge of the parking pavement
that has no curb is required.
7 . Bar grate detail ( for detention basin outlet) not
provided.
JCl/jsv
CASEY, HALPERN, GRACE & DOMBROWSKI, P.C.
ATTORNEYS AT LAW
479 BUCKLANO ROAD
SOUTH WINDSOR,CONNECTICUT 06074
(203]644-1528 � '
TELECOPIER(2O3]644-1520
JOHN M.CASEY 1B5 SILAS DEANE HIGHWAY
KENNETH S.HALPERN WETHERSFIELD,CT 06109
WILLIAM E.GRACE 12031 563-2B34
JOHN W.DOMBROWSKI,JR.
APRIL C.TEVERIS
March 30, 1989
Planning and Zoning Commission
Town of South Windsor
1540 Sullivan Avenue
South Windsor, CT 06074
RE: ANDRE L. CHARBONNEAU and KEVIN P. CHARBONNEAU - Applicants
SITE PLAN OF DEVELOPMENT - INDUSTRIAL BUILDING
On behalf of the above Applicant, I hereby grant the Planning and Zoning
Commission a "t*te-h&ion in which to act on the application for the
site plan of development of an industrial building located on the westerly
side of John Fitch Boulevard.
William E. Grace, Attorney for
Andre L. Charbonneau and
Kevin P. Charbonneau
WEG/att
S�yl N SE4
,.q • U
William R. Lanning
S �
�•, '"rr
lN�SOR•GON�
Fire Department
April 7, 1989
Planning & Zoning Commission
Town Hall
South Windsor, Conn. 06074
r
Attention: Raymond Hallowell , Chairman
Dear Mr. Hallowell:
I have reviewed the site plan for Andre and Kevin Charbonneau' s
building to be located on Route Five south of Kasheta Power
Equipment. I find no problems with the site plan as it will pertain
to fire protection.
Very truly yours,
yy/ <
William R. Lanning
Chief
cc/Marcia Banach
1175 Ellington Road 9 South Windsor, Connecticut 06074•(203) 644-8547
CHARBONNEAU SITE ROUTE 5
1 . Site plan application for an 45, 000 sq ft industrial
building on a 4 .4 acre parcel located on the westerly side of
Route 5, southerly of Strong Road. ( This site was previously
approved as the Connecticut Driveshaft site Building coverage
is 23 . 3%;50% allowed; impervious coverage i ;65% allowed, I
zone. It appears that all other zoning requirements have been
met.
2 . Toal parking spaces required is 54 (Aprroximatley 4 ,500 sq
ft will be office requiring 36 parking spaces, the remainder will
be manufacturing) ; the applicant has provided 89 spaces .
Is this adequate arking based on the types of uses
expected?
3 . The site is a half wooded `site with the back half being all
woods . There are regulated wetlands on the site. The applicant
received wetlands approval on May 8, 1989 requiring a $5,000 bond
with no other unusual approval conditions .
4 . The site will be serviced by existing water and sewer in
Route 5 . WPCA approval is not required. However, Fred Shaw
would like to know the estimated flow and type of use- waste
discharge- industrial or otherwise. If industrial process
wastewater is flow> 5, 000 gal/day a DEP Discharge Permit is
required. An industrial user will be required to install a
manhole in building sewer line.
5 . The fire marshal has reviewed this plan. We have a
correspondence from him stating that he has no problem with the
site as it pertains to fire protection.
6 . There is one curb cut off of Route 5 which will require DOT
permit. We would suggest widening the driveway to 301 ,
increasing the driveway radii to 50' (in leiu of providing
acceleration/decelleration lanes) .
7 . The site abutts in the back to A-40 zone. The applicant
has provided the 50 , buffer area, bu *a Fromm
ve-r' "ghat t111O atCQ�RGCI QTtt Dffrl�iQ�LGLIICll l..7,
The landscaping proposed for the site appears to be adequate. It
includes a variety of pines to be located in the front of the
buVding and along the southern side of the property line- a total
of 15 pines . They also propose a few of flowering trees up in
the front and a number of low lying arbovitaes, rhododendrums,
and junipers .
8 . The building as proposed will be made out of split face
concrete block towards the front with the remainder back of the
building being concrete block. The facade of the building facing
out to Route 5 will have windows set into split face concrete.
If this plan is approved, the planning department requests the
following modifications :
I ve�iatti(pnAha th��bpf er 'lre4nyh" �b s'h` t pO-t'
4� j ft
2 . estimated flow of wastewater and type of uses to be
reported to Fred Shaw with pollution control
STANDARD APPROVAL MODIFICATIONS FOR SITE PLAN (rev. 2/7/89)
PROJECT �,�A Ka-Wt ��, APPL. NO.
ENGINEER/ARCHITECT r��t.,, PROJ. NO. C�c`� 13
DWG. NO. DATE REV. DATE
SUBMIT MYLARS OF SHEETS . . . 2
{
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 .
V/ 5 . Footing drains are required if the building has a basem nt:
6 . A landscape, bond in the amount of $ 5;c7-t) is required and
/ must be submitted prior to filing of mylars .
V 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 # a
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. + -tk_, _So ' bu'�� ►�� � Snvin.l C��� r � _
L v
q ? S�'�rnc.tc c G�Gri �� S�WG'�{je �� �� w ✓1�r'c�ec-'�.
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.a
s ` 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
SOR•CON
AREA CODE 203/644-2511
May 10, 1989
Andre L. & Kevin P. Charbonneau
125 Edwin Road
South Windsor, CT 06074
RE: Application #89-06P - John Fitch Boulevard
Dear Mr. Charbonneau:
At the May 8 , 1989 meeting, the Inland Wetlands Agency/Conservation
Commission approved with modifications Application #89-06P - IWA/CC
permit for the construction of an industrial building located on the
westerly side of John Fitch Boulevard and southerly side of Strong
Road, I zone. The approval was based on plans prepared by Palmberg &
Russo, Project # 88139 , sheets 1-5 dated 1/9/89 and to include any
final revisions .
The following modifications must be adhered to for this permit to be
valid:
1 . Black and white transparent mylars of sheets # 2 of 5 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 within 65 days of approval 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 . We recommend a bond in the amount of $5000 . to be submitted to
Planning and Zoning Commission to ensure compliance with the
Erosion and Sedimentation Control Measures .
5 . The permit is valid for one year and shall expire on May 8,
1990 .
6 . All approvals required must be obtained and submitted prior to
any activity on the site.
7 . A contact person shall be identified directly on the plans .
8 . Concrete debris must be removed from drainage area and removed
off site.
9 . Silt fence in the rear of the lot should be relocated along
remaining tree line and additional fencing should be provided
along the detention basin.
10 . Stump disposition should be addressed on the plans .
11 . Additional stockpiling areas should be shown if needed.
12 . Limits of construction should be indicated on the plans .
13 . Soil boundaries should be clearly indicated on the plans .
14 . Additional stabilization should be shown for parking lot areas
without curbs .
15 . Additional stabilization should be shown for the discharge
outlet from the front of the lot.
Very truly yours,
l
John M. Moran, Jr. C airman
Inland Wetlands Agency/
Conservation Commission
JMMJr. /pmm
Enclosure
cc: Jerry Iazzetta, Town Engineer
Marcia Banach, Director of Planning /
John R. Collins, Chief Building Official ✓/
Raymond Hallowell, Chairman, Planning & Zoning
Palmberg & Russo, 15 Barber Pond Road, Bloomfield, CT 06002
William E. Grace, Esq. , 479 Buckland Road, South Windsor
40wm sE4(
o.P soa A `d
o
G U
1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
SOR•CON AREA CODE 203 644-2511
May 19 , 1989
M E M O R A N D U M
TO: Marcia A. Banach, Director of Planning
FROM: Jerry C. Iazzetta, Town Engineer \a
RE: Charbonneau Industrial Park Site Plan - #89-06P
We have reviewed the revised drawings for the subject project
dated 4-18-89 and have the following comments :
1 . Our March 30, 1989 comments #2 and #3 have not been
addressed.
2 . Typical pavement detail shows only 4" of processed stone
between pavement and subgrade. With the "Te" soil under
part of the parking area, a minimum of 8" of processed
stone should be required.
JCl/jsv
cc: Michael J. Gantick, Director of Public Works
10wM Stq
yI <`p
P 1
slo� ?d&UlAot
mac` 1540 SULLIVAN AVENUE - SOUTH WINDSOR. CONN. 06074
��°SOR•c0N� AREA CODE 203/644-2511
26 May 1989
William E. Grace, Esq.
479 Buckland Road
South Windsor, CT 06074
re: Appl . #89-06P, Andre L. and Kevin P. Charbonneau I-Site
Westerly side John Fitch Boulevard
Gentlemen:
We are pleased to advise that the Planning and Zoning Commission
voted on May 23, 1989 to approve the above-referenced application
for a site plan of development for property on the westerly side
of John Fitch Boulevard in accordance with Drawings 1-5 of 5
dated 1/9/89 (rev. 4/18/89 ) prepared by Palmberg and Russo,
Project No. 88139, 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 . Footing drains are required if the building has a basement.
6 . A landscape bond in the amount of $5, 000 is required and
must be submitted prior to filing of mylars .
7 . All plans used in the field by the developer must bear the
stamp and authorized signature of the Town of South
Windsor.
8 . Place snow fence at the 50 ' buffer.
9 . Estimate of daily sewage flow is needed.
William E. Grace, Esq. -2- 26 May 1989
10 . Provide details of work to be done around the area of the
emergency spillway.
11 . Storage capacity of detention basin must be furnished.
12 . A minimum of 8" of processed stone should be between
pavement and subgrade.
13 . If proposed parking becomes inadequate, additional parking
must be constructed.
Black and white transparent mylars of Sheet #2 with the above
modifications, together with three blueprint copies of the entire
set of plans, must be submitted to this Commission within 30 days
to be stamped and signed. The letters of approval of this
Commission, as well as the Inland Wetlands Agency/Conservation
Commission, must be reproduced on the mylars .
After the mylars have been signed by the Commission, they will be
returned to you for filing in the Office of the Town Clerk.
After filing these plans, a copy of the receipt must be submitted
to the Planning Department.
Very truly yours,
PLANNING AND ZONING COMMISSION
� R;ymond F. Hallowell,
Chairman
cc: Inland Wetlands Agency/Conservation Commission
M. 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
Engineer
Applicant
—PZC File
4a"'M st4
s 1540 SULLIVAN AVENUE SOUTH WINDSOR. CONN. 06074
���osoR•co�'�� AREA CODE 203/644-2511
TO BE PUBLISHED IN THE JOURNAL INQUIRER SATURDAY, MAY 27 , 1989
LEGAL NOTICE
TOWN OF SOUTH WINDSOR
PLANNING AND ZONING COMMISSION
At its May 23, 1989 meeting, the Planning and Zoning Commission voted
to take the following action:
1 . Approve the proposal of the Town of South Windsor
for a Zone Change for property located at 1050 Sullivan
Avenue, in the triangle created by Ayers Road, Sullivan
Avenue, and Graham Road, total acreage 2 . 25 acres, from
Residential A-20 to Restricted Office.
2 . Approve, with modifications, Appl . #89-19P, Truck Trailers,
Site Plan (addition to existing industrial building) ,
southerly side of Sullivan Avenue, GC Zone.
3 . Approve, with modifications, Appl . #89-06P, Andre L.
Charbonneau and Kevin P. Charbonneau, Site Plan, industrial
building, westerly side of John Fitch Blvd. , I Zone.
Dated at South Windsor, Connecticut this 24th day of May, 1989 .
PLANNING AND ZONING COMMISSION
Raymond F. Hallowell, Jr. , Chairman
Marshall Montana, Secretary
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0�ESTIC RETUR
RECEIPT
CASEY & GRACE
ATTORNEYS AT LAW
479 BUCKLANO ROAD
SOUTH WINDSOR.CONNECTICUT 06074
(203)644-152B
JOHN M. CASEY
TELECOPIER(203)644-1520
WILLIAM E GRACE
June 14, 1989
Town of South Windsor
1540 Sullivan Avenue
South Windsor, CT 06074
ATTN: Michele Lipe, Asst. Town Planner
RE : Appl. 89-06P Andre L. & Kevin P. Charbonneau
(I-Site) Westerly side John Fitch Boulevard
Dear Michele:
Enclosed please find two certified checks each in the
amount of $5, 000 . 00 requested by the Planning and Zoning
Commission for the landscaping bond and as required by
the Inland Wetlands Agency/Conservation Commission.
Very truly y4.,.,
e.'Ve.;1six
William E. Grace
WEG/att
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TOWN OF SOUTH WINDSOR RECEIVED
TOWN HALL
SOUTH WINDSOR,CONN. 06074 JUN 22 L%q
M N►INDSOR PLANNING DEPL
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TO A. Bowen Davies DATE June 21, 1989
Deputy Town Engineer
L
SUBJECT: CHARBONNEAU IND. SITE
FOLD-
Route 5
There will be a preconstruction meeting on Thursday,
July 6, 1989 at 3 :00 PM for the above mentioned
project.
cc: M�Banac�e ,
M. Gantick, L. Braddock, F. Shaw, M. Stead,
K. Reic B. Lanning, J. Collins, J. McCahill
By
Joy e
C r TV-uw a.P SotdA W
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1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074
soe•co� AREA CODE 203/644-2511
June 29, 1989
M E M O R A N D U M
TO: Marcia A. Banach, Director of Planning
FROM: Jerry C. Iazzetta, Town Engineer
RE: Charbonneau Industrial Site - Route 5 - #89-06P
We have reviewed the final plans for compliance and have the
following comments :
1 . Information as to the storage capacity of the detention
basin has not been furnished.
2 . Detail of area near emergency spillway is still required.
3 . Estimate of daily sewage flow is still needed.
JCl/jsv
cc: Michael J. Gantick, Director of Public Works
tad M 8 f,�
Tom O-Psot'dA ?A
9 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
SOR•c AREA CODE 203/644-2511
July 6, 1989
RE: Preconstruction Meeting - Application #89-06P, Andre L. and
Kevin P. Charbonneau, Site Plan on the
western side of John Fitch Boulevard
IN ATTENDANCE
Name Company/Address Telephone #
John E. McCahill Town of South Windsor 644-2511
Lester Braddock Town of South Windsor 644-2511
Jerry Iazzetta Town of South Windsor 644-2511
Michele Lipe Town of South Windsor 644-2511
William R. Palmberg Palmberg & Russo
15 Barber Pond Road
Bloomfield, CT 06002 242-2775
Elliot Henowitz Andre Charbonneau & Sons
125 Edwin Road
South Windsor, CT 06074 528-7551
Jeff Herz Palmberg & Russo
15 Berber Pond Road
Bloomfield, CT 06002 242-2775
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
lace 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 . Four 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 .
4 . Certification of gravel used as subbase will be required by
an approved testing company.
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 road/driveway a crushed stone
tracking pad is to be installed and maintained to minimize
tracking of dirt/gravel onto John Fitch Boulevard. 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 Elliot Henowitz (528-7551 ) in the
field.
11 . All filling to be done in accordance with Department of
Transportation specifications . To be compacted in maximum
lifts and tested as necessary.
12 . Weekly job meetings will be held as needed.
13 . 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.
14 . Only approved copies of lot site plans to be used. Any
proposed changes are to be presented to Engineering/Planning
Department prior to implementation on change sheet.
15 . DOT Permit needed for all work within state road. Copy to
the Planning Department.
16 . No paving after October 15 without written approval from
Director of Public Works .
17 . Hours of operation 7:00 A.M. - 5:00 P.M. , no work on Sunday.
Any pipe/structure work requir s inspection prior to
backfilling.
18 . 36" pipe placed before any other site work (except stumping,
clear grubing, erosion and sedimentation measures) .
Planning Department:
1 . A snow fence is to be installed at the 50 foot buffer line at
rear of the property.
SNET/NU
1. Contact utilities for coordination of utilities connection.
IWA/CC
1 . Concrete debris must be removed from the site.
2 . Special attention must be given to erosion and sedimentation
controls relative to the adjacent watercourse.
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 .
3 . Barns, garages and outbuilding which are located on the sam
premises as a numbered structure are excluded.
4 . Erect temporary sign on the site during construction
identifying the project.
5 . If an alarm is to be installed contact 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.
Very truly yours,
Michele R. Lipe
Ass't Planner/Analyst
MRL/pmm
cc: Jerry C. Iazzetta, Town Engineer
A.B. Davies, Deputy Town Engineer
Thomas Hart, SWPD
Karl Reichle, Public Works
Mel Stead, Public Works
Minh V. Le, SNET
Hal Clisby, CL&P
John R. Collins, Chief Building Official
Fred Shaw, Superintendent of Pollution Control
John E. McCahill, Zoning Enforcement Officer
William R. Palmberg
Elliot Henowita
Jeff Herz
TOWN OF SOUTH WINDSOR
STAFF SITE CHANGE
FOR SITE & SUBDIVISION
GENERAL: _
Site Name T�^1 '� �� P&Z No.- to
Owner Phone No.
Contractor r� �, �' �o
Signature of Owner - Date:
Signature of Design Eng ' Date:
CHANGE: (Describe location and nature of change. Include plan/profile of
Change) .
�(] Y cx,
Reason for Change: (Why is change required)
Oh --3-6� ��te
APPROVALS ��(As Required
Dir.. at -f Piing Date: ZJ
Town Engineer Date:
Dir. of Plannin Date: - .&�2
Other: Date:
STAFF COMMENTS:
cc: Deputy Town Engineer
Zoning Enforcement Officer
Chief Building Official
TOWN OF SOUTH WINDSOR
STAFF SITE CHANGE
FOR SITE & SUBDIVISION
GENERAL:
Site Name Andre' L. & Kevin P. Charbonneau P&Z No. 86-06P
Owner Same Phone No. 528-7551
Contractor Same
Signature of Owne - =-- Date: -28-809
Signature of Design Engr. Date: 7-28-89
CHANGE: (Describe location and nature of change. Include plan/profile of
Change) .
The building and Parking in t e front will move towards Route 5 (Easterly)
a distance of 20 feet.
Reason for Change: (Why is change required)
The offices in the proposed building will be looking at the rear of the djn rent
building on both sides. Also moving towards Route 5 will Make- the front of rhP
proposed building more in line with the adjacent buildings
APPROVALS• (As Required)
P"W. wog �����9 Dir. Of deg Date:
� � L
Town Engineer Date: 0124 ISE
Dir. of Plann'n �1 LrA�� Date: 7�y���
Other: Date:
STAFF COMMENTS:
cc: Deputy Town Engineer
Zoning Enforcement Officer
Chief Building Official
40+N 6'r7
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1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
����soe•co�'� AREA CODE 203/644-2511
Andre L. Charbonneau April 25, 1990
Charbonneau & Sons, Inc.
125 Edwin Road
South Windsor, CT 06074
Dear Mr. Charbonneau:
Re: Application 89-06P - Charbonneau Industrial Building
At the April 23, 1990 meeting, the South Windsor Inland Wetlands
Agency/Conservation Commission approved a one year extension of
Application #89-06P with all original conditions.
Application #89-06P becomes effective May 9, 1990 and expires on
May 9, 1991 .
i
truly yours,
s A. Lombardi, Chairman )
Inland Wetlands Agency/
Conservation Commission
JAL/pmm
cc:John E. McCahill, Zoning/Wetlands Enforcement Officer
Marcia A. Banach, Director of Planning
John R. Collins, Chief Building Official
Planning & Zoning Commission L-'
Jerry Iazzetta, Town Engineer
Enclosure
J.R. RUSSO & ASSOCIATES
Land Surveyors & Professional Engineers
March 1 , 1991
Town of South Windsor
1540 Sullivan Avenue
South Windsor, CT 06074
Attention: Mr. John McCahill
Re: Landscape Bond on Property of Andre L. & Kevin P.
Charbonneau 1265 John Fitch Blvd. South Windsor, CT.
Dear Mr. McCahill:
On March 1 , 1991 I made a site inspection of the land-
scaping at the above mentioned site. The design plan
called for a total of 93 (ninety-three) plants to be installed
on the site. The site inspection revealed approximately 130
(one hundred thirty) plants installed.
The landscape is in general conformance with the approved
landscape plan. Some species substitution was made due to the
unavailability of quality stock, but this did not have any
adverse affect on the aesthetics of the plan.
It is my opinion that the landscape bond can be released
at this time. If you have any questions please call me at
623-0569 .
Very truly yours,
James E. Ussery, Jr. , L.L.S.
J.R. Russo & Associates
cc: File
Atty William Grace
Andre Charbonneau
1 Shoham Road • East Windsor, CT. 06088 • TEL: (203) 623-0569 • FAX: (203) 623-2485
WILLIAM E. GRACE
ATTORNEY AT LAW
1740 ELLINGTON ROAD
SOUTH WINDSOR,CONNECTICUT 06074
(203) 644-8867 MAP 8 1991
FA
X(203) 644-7918 1J
South Windsor
Planning & Zoning Commissitlp
March 6, 1991
Planning and Zoning Commission
Town of South Windsor
1540 Sullivan Avenue
South Windsor CT 06074
RE: Andre L. Charbonneau/Kevin P. Charbonneau
Application No. 89-06P - Westerly Side of John Fitch Boulevard
Dear Commission Members:
With respect to the above-referenced application, we hereby ask that the
Landscape Bond being held in the amount of $5,000.00 be released as all landscaping
has been completed. Attached for your information is a copy of a letter from
the Engineer dated March 1, 1991.
Very truly your
r
William E. Grace
WEG:mgs
Attachment
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9 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
AREA CODE 203/644-2511
SOR•CO��
March 12, 1991
Planning & Zoning Commission
1540 Sullivan Avenue
South Windsor, CT 06074
Dear Madam/Sir:
Re: Bonds
At the March 11, 1991 meeting of the Inland Wetlands Agency/
Conservation Commission, it was voted to release the following
bonds:
Application #88-62P, Dynamic Controls Corporation
in the amount o
Appli -ton #89-06P, Charbon�eau Industrial Building
in e amount of $5,000.00
Very truly yours,
Elizabeth A. Warren
Chairman
EAW/pmm
cc: Marcia A. Banach, Director of Planning
Jerry C. Iazzetta, Town Engineer
Michele R. Lipe, Assistant Planner/Analyst
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9 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
soe•ca AREA CODE 203/644-2511
18 June 1991
Atty. William Grace
1740 Ellington Road
South Windsor, CT 06074
Dear Atty. Grace:
re: Charbonneau Site - Route 5
$5, 000 Landscaping Bond
This is to advise that the Planning and Zoning Commission voted
on June 11 , 1991 to release the above-referenced bond.
Advance arrangements should be made to pick up the bond to ensure
that the necessary contact person(s ) will be available. Please
call or write the Planning Department office at the South Windsor
Town Hall ( [ 203 ] 644-2511, Ext. 251 ) to make these arrangements .
Thank you.
Very truly yours,
PLANNING AND ZONING COMMISSION
Louise C . Evans j
Chairman
cc: J. Iazzetta, Town Engineer
M. Banach, Director of Planning
PZC File
PALMBERG & RUSSO
STORM SEWER JOB
SHEET No Or
Land Surveyor & Engineer
15 Barber Pond Road D E S I G N C 0 M P U TAT ION S cn1.c,lLnIrD By __ DATE
BLOOMFIELD, CONNECTICUT 06002
(203) 242-2775 cl+ecKeo BY Dore
SUBJECT —AREA (ACRES) RUNOFF TIME OF CONCENTRATION ;RAINFALL RUNOFF PIX PIPE PIPE VEIOCITY(FT./SEC. LENGTH ELEVATIONS
LOCATION A x C (MIN.) ' " DIA. CAPACITY OF
' SLOPE (C.F.S.) ( ) -- -
(�F FROM TO „A' FACTOR — TO IN I I Q $IZE FULL DRAIN
STRUCTURE INCR. TOTAL "C " INCR. TOTAL I INLET PIPE TOTAL /HR.) (C.F.S.) TIN•) (FT/FT.) FULL DESIGN FT TOP FRAM£ INVERT
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