HomeMy WebLinkAboutResubdivision (82) TOWN OF SOUTH WINDSOR /
PLANNING &ZONING COMMISSION d<
APPLICATION FORM
Application No:
Official Receipt Date: =
Receipt No:
APPLICANT: D & L Caron, L.L.C.: �r
ADDRESS: 312 Deming Street, South LVindsor,CT 06074
OWNER OF RECORD ON LAND RECORDS: same
ADDRESS:
COMPLETE LOCATION OF PROPERTY: south side of Commerce.Way.
ASSESSOR'S MAP # 121 PARCEL # 24 ZONE I
NAME, ADDRESS, TEL& FAX # OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED:
Peter R. DeMallie,Principal, Design Professionals,Inc: , 165 S. Satellite Road,
South Windsor,CT 06074 Tel. 291-8755, Fax 291-8757
THIS APPLICATION IS FOR: (Check all that apply):
❑ Zone Change to (Public Hearing required and Certified letter to abutters required)
❑ Subdivision/Resubdivision ❑ Open Space Subdivision (Public Hearing Required)
❑ Subdivision ❑ Minor ❑ Major
❑x Resubdivision (Public Hearing Required) ® Minor ❑ Major
❑ Conditional Approval
❑ Special Exception to Article (Public Hearing, Certified letter to abutters required)
❑ Site Plan of Development
❑ General.Plan of Development
❑ Earth Filling (Sec. 15) and/or Earth Removal (Sec. 14 - Public Hearing required)
❑ Regulation Amendment: ❑ Zoning ❑ Subdivision (Attach proposed amendment)
❑ Temporary and Conditional Permit for
❑ Major Home Occupation for
❑ Other (explain in detail)
An Application Pending sign is required to be posted on the property for all applications ten (10) days
prior to being heard by the Commission.
/Agr
ent for Applicant A ent for Owner
MUM
ignature of Applicant Signature of Property Owner
(See reverse side for additional information)
f '
TOWN OF SOUTH WINDSOR
CHECKLIST OF REQUIRED SUBMISSION DOCUMENTS
SUBDIVISIONS/RESU BDIVISIONS
APPLICANT D+�— ,,�, ,,,F L- L,C,
PROJECT NAME D f-L L.L,�
This checklist must be signed by plan preparer(P.E/L.S) declaring that all required information
is provided. Place a check mark for each item supplied.
Subdivision
Minor Regular
I. PROJECT-PLOT INFORMATION
A. General Information
1. Appl. &owner name, address x x
t 2. Engineer & land surveyor name, address, license no.
&seal x x
L 3. Key map at 1" = 100'scale showing location of tract
with reference to surrounding properties, streets,
municipal boundaries, etc., within 500'. Key map
must include: x x
I A a. Outline of buildings.
b. Layout of streets
c. Surrounding property boundaries-within 500
feet.
V/ d. Names of abutting property owners.
e. Proposed open spaces and recreation areas.
f. Driveway cuts on abutting properties and any
properties across from proposed site
Subdivision
Minor Regular
g. Distance to and name of nearest intersection
street.
4. A schedule of.required and provided zoning district
requirements including lot area, lot frontage, lot
depth,yard setbacks, open space. variances granted,
/ etc. x x
✓ 5. North arrow and scale. x x
AAppropriate certification block. x x
�7. Date of original drawing and all revisions. x x
t� 8. Name of development. x x
B. Plot plan at I" = 40'scale an standard 18"x 24' or 24" x
36"'sheets with a 1/2'" ruled margin containing the
following data. Developments which require more than
two 24" x 36" sheets may submit the plot plan at 1" =
100' scale. x x
1. Metes and bounds description showing dimensions,
bearings, curve data, length of tangents, radii, arcs,
chords, and central angles for all centerlines and
rights-of-way, and centerline curves on streets.
Monuments are.regpired at comers and angles of all
new streets and new street lines, at all points of
curvature and tangency, and at critical comers and
angles of all new Town open space. Coordinates for
monuments shall be in tabular form. x x
2. CGS datum shall be used on all subdivisions
accessible to controls. The Town Engineer shall
determine the accessibility of these controls. rno C
3. Lot layout numbers, square footage of all lots and
q 9 ,
all lot dimensions. Iron pins are required at all
property angle points. No lots shall be divided on 2
sheets. x x
L4. Yard setbacks dimensioned. x x
4/5. Easements, noting grantors, grantees and purpose. x x
Subdivision
Minor Regular
I A 6. Development phasing, if proposed. x x
C/ 7. Names of abutting property.owners. x x
HI A 8. Proposed street names (use approved list of
names). x x
Al lk 9. All open space reserved for common
or public uses. x x
//10. Appropriate A-2 certification & LS seals. x x
II Topographic map at same scale as plot plan containing all
data included on the plot plan plus the following:
1. All existing structures, streets, wetlands and existing
watercourses, or other environmentally structs
sensitive areas, including enough data streets x
beyond property boundaries to allow a wednds
reasonable evaluation of the property's fldpin
ecological relationship to surrounding
// areas, 100 yr. floodplain. x
(/ 2. Existing and proposed contours to extend a x
sufficient amount beyond subject
property, to determine the effects on the property
as follows (town mapping): 100' x
up to 3% grade: 1'contour interval
3% grade &over; 2'contour interval
J3. Boundary limits, nature, and extent of
wooded areas, specimen trees, and other
significant physical features. x x
4. Existing system of drainage of subject site
and of any larger tract or basin of which
it is a part (can use Town stormwater x x
study).
5. Drainage area map. * x
6. Drainage calculations * x
7. Perc test data, preliminary indication of septic
system feasibility if individual sanitary * x
sewerage systems provided.
Subdivision
Minor Regular
AL 8. Proposed utility infrastructure plans, including
sanitary sewer. water, storm water management. * X
9. Spot and finished elevations at all property
comers, comers of all structures or dwellings,
or proposed first floor elevations x x
10. Construction details (per standard specs.) * x
11. Road and paving cross-sections (per, standard
specs). * x
4- 12. Proposed street names. x x
13. Landscape plan and details. x x
14. Site identifications signs, traffic control signs, and
directional signs. * x
VA4- 15. Sight triangles at new road intersections. * x
16. Sight triangles at driveway entrance x x
(where there may be a question)..
17. Vehicular and pedestrian circulation patterns (less
detail necessary for preapplications, concept plan,
and general plan of development. * x
III . Plans and profiles (1" = 40'horizontally
and 1" = 4'vertically) showing the following: x
a. Layout of streets in sections
coordinated by stations with the profile. x
b. Street plan showing roadways,
drainage, and partial lot lines x
.. d
Subdivision
Minor Regular
_L4- c. Profile of roadway showing existing and
finished grades, all tangent grades, and all
vertical curve information x
_4k d. Profile will show all catch basins and all
drainage lines between catch basins with all
invert and top of frame elevations. Drainage
pipe material to be described. x
e. Typical/critical cross-sections where grading is
outside street right-of-way or is at street right-
of-way. x
f. Where any storm drainage line discharges into
an existing brook, sufficient profile of this
brook will be shown to determine conditions. x
g. Profiles shall show all sanitary sewer lines and
manholes, including pipe material, elevations,
sizes, lengths, and slopes of pipes. Top of
foundation elevations for habitable buildings
shall be shown. * x
15. Traffic report(by traffic engineer)
16. Open space site improvement plan. * x
17. Architectural elevations/information per Sect. 4.20
of the zoning regulations
* - if required by Town Engineer
ALL INFORMATION REQUIRED ABOVE IS INCLUDED IN THIS APPLICATION AT THE TIME
OF SUBMISSION.
Date
Plan Prepar r(P 7C7
June 18, 1998
CARON RESUBDIVISION
1. Application for a resubdivision to create 4 lots for property located on the
southerly side of Commerce Way, I zone.
2. Required lot size is 20,000 sq. ft and required lot frontage is 100 feet.
ee o ron a ,
lot-is..alm st-t rhfee acr et-of-fro It appears that
subdivision requirements have been met. Prior to actual development of
any lot, site plan approval from this Commission is required.
3. The new lots will be accessed from Commerce Way.r e a
gray-&-aces- rive"oriTo—Cmnreree-Way-ftom he Manee �y'� nar ' g
area,.-"throu"gh the go-rti-an-being-deeded to-Man"eeley-'-s-and--a-40-f6o�t
access-easement area) which will primarily-serve the manua.cturing part
._-of-t-he Maneely s-opetation; but which can also serve as an additional
outl,el--for-large-evenQ This easement is currently shown on lot 34. If lot
33 and 34 are not combined, the building area on lot 34 is very small.
We would request.that the access easement area be relocated if the lots
are not combined.
4. The applicant is not proposing work within the regulated wetlands area at
this time, therefor no IWA/CC approval is required for the resubdivision.
5. There is public water and public sewer available to the site. WPCA
approval is required at the time the sites are developed.
6. If this application is approved, the planning department has no additional
approval modifications.
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5 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074
sox"co� AREA CODE 860/644-2511
June 9, 1999
CERTIFIED MAIL
Mr. Peter DeMallie
Design Professionals, Inc.
165 S. Satellite Road
Dear Mr. DeMallie:
Re: Appl #99-27P, D&L Caron, L.L.C.
We are pleased to advise you that the Planning & Zoning Commission voted on June 8,
1999, to approve with modifications application #99-27P, D&L Caron, L.L.C.
Resubdivision to create four (4) lots to be known as "Ca.ron`Resubdivision" on property
located on the southerly side of Commerce Way, I zone as shown on plans prepared by
Design Professionals, Inc., project 99-1208 dated 4/12/99 as revised.This approval is
subject to the following modifications:
1. This approval is for 4 lots, numbered 31-34.
2. Drainage and construction for this subdivision is subject to the approval of the
Town Engineer.
3. All lots shall be serviced by the Town of South Windsor sanitary sewer system and
are subject to the approval of the Water Pollution Control Authority.
4. Water shall be supplied to this subdivision by public water.
5. Quantity estimates must be submitted to the Town Engineer (on the enclosed
form) for the purpose of determining subdivision bonding, and all bonds shall be
posted prior to filing the plans.
6. If lot 34 remains as a stand-alone lot, the 40' access easement must be relocated
so that not more than 20' of the easement is included on any of the lots with 100'
frontage.
Black and white transparent mylars of Sheets #3with the above modifications, together
with three blueprint copies of the entire set of plans (including architectural
elevations) must be submitted to this Commission within 30 days to be stamped and
signed. The letters of approval of this Commission, must be reproduced on the
mylars.
After mylars have been signed by the Commission, they will be returned to you for
filing in the Office of the Town Clerk by September 11, 1999. After filing these plans, a
copy of the receipt must be submitted to the Planning Department.
Very truly yours,
&0 J.
Walter J. Mealy, Vice Chairman
Planning & Zoning Commission
z
WM/dlw
Enclosure
cc: Town Engineer
Chief Building Official
Assessor
Superintendent of Pollution Control
Fire Marshal
Board of Education
PLANNING DEPARTMENT TRANSMITTAL
DATE: n
TO:
l RAN',
WE ARE SENDING YOU:
0 PZC initial plans 0 Drainage computations
0 PZC revised plans )�r Bond estimate request
f� PZC Final plans for review O Bond reduction request
PZC Final plans for filing 0 Correspondence
0 IWA/CC plans
O Other
NO.OF COPIES APPLICATION NUMBER PROJECT/APPLICANT
a (kL" l �
9CI - 2--j (,j
oi� - 7 DL CAA^
.3 4
THESE ITEMS ARE TRANSMITTED: S
N �
For review and comment - 0 For your files
0 For your use 0 As requested /
CV Other = .1.0 N �.� ,7 1999 v
WifflW uM
PLEASE RETURN/COMMENT BY: ' mum cb
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Copy to: From: 2
Planning Department- 10/98 `�
TOWN OF SOUTH WINDSOR
PROJECT: [/f-Lcrvy� i Le
frREET: CU BOND ESTIMATE FORM
ENGINEER: ��,s,-0 Tqc. 1996 CALENDAR YEAR
DATE: -i$ - 9
Bond Bond
Unit Reduction Reduction
Item Description Unit Quantity Price Cost No. 1 No. 2
i. Clearing& GrubbingLS
2. Strip & Stockpile
To soil CY 2.00
3. Earth Excavation
(Excluding Roadway
&Trench) CY 10.00
4. Roadwav Excavation CY 12.00
5. Earth Trench Exc. 0-4 CY 10.00
6. Earth Trench Exc. 0-10 CY 12.00
7. Earth Trench Exc. 0-15 CY 15.00
8. Earth Trench Exc. 0-20 CY 18.00
9. Roadway Exc. (Rock) CY 50.00
10. Rock Trench Exc. 0-4 CY 50.00
11. Rock Trench Exc. 0-10 CY 75.00
12. Rock Trench Exc. 0-15 CY 100.00
13. Rock Trench Exc. 0-20 CY 150.00
14_ Formation of Sub rade SY 1.50
15_ Subbase Gravel CY 20.00
M. Processed Aggregate TONS 1 1 18.00
17. Common Borrow CY 10.00
18. C_ ,el Borrow CY 15.00
19. " Bit. Concrete
Class I TONS 50.00
20. " Bit. Concrete
Class 11 TONS bi 55.00
*varies
Page 1 Sub-Total$
BOND ESTIMATE FORM
Bond Bond
Unit Reduction Reduction
Item Desch tion Unit Quantity Price Cost No. 1 No. 2
21. 6" Asphalt Lip Curbing LF 3.00
22. Road Widening Complete SY 50.00
23. Conc Sidewalk 4' Wide LF 30.00
STORM DRAINAGE SYSTEM COMPONENTS
24. 60" RCP Class IV In Place LF 130.00
25. 54" RCP Class IV In Place LF 100.00
26. 48" RCP Class IV In Place LF 75.00
27. 42" RCP Class IV In Place LF 65.00
28. 36" RCP Class IV In Place LF 60.00
29. 30" RCP Class IV In Place LF 50.00
30_ 24" RCP Class IV In Place LF 42.00
31_ 18" RCP Class IV In Place LF 35.00
32_ 15" RCP Class IV In Place LF 0.00
33.
POLYETHYLENE PIPE
34_ 8"ADS-N-12 or Eaual 21.00
35. 10" ADS-N-12 or FAual 22.50
6_ 12" ADS-N-12 or FAual 24.00
37. 15" ADS-N-12 or Equal 25.50
38. 18" ADS-N-12 or Fqyal 28.00
UNDERDRAINS
39. 6" PVC SDR 35 In Place LF 15.00
40. 8" PVC SDR 35 In Place LF 20.00
RIPRAP
41. Modified Ripray CY 45.00
Page 2. Sub-Total$ - t
BOND.ESTIMATE FORM
Bond ( Bond
Unit Reduction 1 Reduction
Item Description Unit Quantity Price Cost No. 1 No_ 2
42. Intermediate Ril2rap CY 45 00
43. Standard Riprmy CY 45.00
DRAINAGE STRUCTURES
44. T "C" Catch Basin EA 1500.00
45. T "C" Double Grate EA 2000.00
46. T "C-L" Catch Basin EA 1500.00
47. Manhole EA 1500.0
48. Manhole w[Drop Inlet EA 2500.00
49. Manhole Over Ten Feet EA 2000.00
50. Headwall EA
1. Endwall EA
52. Box Culvert x LF
53. 15" Flared End EA 450.00
54. 18" Flared End EA 500,00
55. 24" Flared End EA 550.00
56. 36" Flared Fnd EA $50. 0
7.
58.
- 10' Wide
59. Gravel Access Road LF 15.00
60. Reset M.H. or C.B. EA 550.00
SANITARY SEWER COMPONENTS
61. 12" PVC In Place SDR 35 LF 01A 40.00
2. 10" PVC In Place SDR 35 LF 37,00
63. "PVC In Pi DR LF 35,00
64. "PVCIn Place SDR 5 LF Mot-
varies
Page 3. Sub-Total$ ' "`-
Bt)NG)ESTIMATE
Bond Bond
Unit Reduction Reduction
Item Description Unit Quantity Price Cost No. 1 No. 2
SANITARY SEWER STRUCTURES
5. Sanit Manhole EA � 1500.00
66. Sanitary Manhole
wfDrop Inlet EA 2500.00
67. Sanitary Manhole
over 10 FT. EA 2000.00
68.
69.
STRUCTURES&MISC. ITEMS
70. Retaining Wall LF N !"
71. Fence
T LF
72. Guide Rail
LF
73. End Anchorage
EA
74. Guide Post EA 100.00
75_ Pavement Marking LF 1 50
76_ Street Sizns EA 75.00
77_ Traffic Signs EA 75.00
78_ Street Li is EA 1000.00
79. Furnishing
/Placing To oil SY 2.50
80. Fertilizing, Seeding
and Mulching SY 2.50
81. Trees EA 150.00
82. Maintenance/Protection
of Traffic
83. Construction Staking LS
*varies
Page 4. Sub-Total$
B(-)'N'jj)ESTIMATE FORM
Bond Bond
Unit Reduction Reduction
Item Descri tion Unit QuantityPrice Cost No. 1 No. 2
84. As-Builts LS
85. Iron Pins EA 100.00 C 00*0 U
86. Concrete Monuments EA 250.00
87. Drivewav-Bit. Cone. SY 20.00
88.
89.
90.
Sub-Total$ b 0.0 0
Sub-Total Page 1 $
Sub-Total Page 2$
Sub-Total Page 3$ '— C)
Sub-Total Page 4$ T'
Sub-Total Page 5$ `6 Od • 0 6
Sub-Total$
25°10 Contingencies x Sub-Total: $ zoo
TOTAL$
*varies
Page 5.
/vaIIez/B0NDESTFORM1form95
1540 SULLIVAN AVENUE•SOUTH WINDSOR,CT 06074-2786
��OsoR.CON AREA CODE 860/644-2511
FAX 860/644-3781
July 7, 1999
D. L. Caron
312 Deming Street
South Windsor, CT 06074
Dear Sir/Madam:
Re: Appi 99-27P, D. L. Caron Resubdivision
This is to advise you that the Planning and Zoning Commission voted on June 29,
1999, to set the resubdivislon bond at $1,000.
A bond or letter of credit in this amount must be posted prior to the filing of
mylars and issuance of building permits.
Sincerely,
Sue W. Larsen, Chairperson
Planning &Zoning Commission
SL/diw
cc: Town Engineer
Chief Building Official
Zoning/Wetlands Enforcement Officer
Peter DeMallie, Design Professionals, Inc.
MEMORANDUM
TO: Marcia A. Banach, Director of Planning
FROM: Jerry C. Iazzetta, Town Engineer
Date: June 24, 1999 oov
Re: D L Caron Resubdivision
We have reviewed the bond estimate for the DL Caron Resubdivision and
recommend that it be set at $1,000.
Attached is a copy of the bond estimate for your records.
JCl/sfg
S:\ENGINEER\Prof.-P&z Wetland Applications\DL Caron.doc
TOWN OF SOUTH WINDSOR
PROJECT: Q-t-L t_uvu,rt. LLC
STREET: co BOND ESTIMATE FORM
P&2. .D.: J A
ENGINEER: Qc�,��,�, Q„��rss�� J �,.tc. 1996 CALENDAR YEAR
DATE: (6-I S -q 9
Bond Bond
Unit Reduction Reduction
Item Description Unit OUamity Price Cost No. 1 No. 2
1. Clearing& Grubbing LS )�
2. Strip&Stockpile
To oil CY 2.00
3. Earth Excavation
(Excluding Roadway
&Trench) CY 10.00
4. Roadwav Excavation CY 12.00
5. Earth Trench Exc. 0-4 CY 10.00
6. Earth Trench Exc. 0-10 CY 12.00
7. Earth Trench Exc. 0-15 CY 15.00
8. Earth Trench Exc. 0-20 CY 18.00
9. Roadwav Exc. (Rock) CY 50.00
10. Rock Trench Exc. 0-4 CY 50.00
I I. Rock Trench Exc. 0-10 CY 75.00
12.' Rock Trench Exc. 0-15 CY 100.00
13. Rock Trench Exc. 0-20 CY 150.00
14_ Formation of Sub grade SY 1.50
15. Subbase Gravel CY 20.00
16. Processed Aguesmte TONS 18.00
17. Common Borrow CY 10.00
18. G.- +el Borrow CY 15.00
19. " Bit. Concrete
Class I TONS 50.00
20. " Bit. Concrete
Class II TONS �� 55.00
*varies
Page 1 Sub-Total.'$
BOND ESTIMATE FORM
Bond Bond
Unit Reduction Reduction
Item Description Unit Ouantitv Price Cost No. 1 No. 2
21. 6" Asphalt Lip Curbing LF M .00
22. Road Widenin Com fete SY 50.00
23. Conc Sidewalk 4' Wide LF 30.00
STORM DRAINAGE SYSTEM COMPONENTS
24. 60" RCP Class IV In Place LF 130.00
25. 54" RCP Class IV In Place LF 100.00
26. 48" RCP Class IV In Place LF 75.00
27. 42" RCP Class IV In Place LF 65.00
28. 36" RCP Class IV In Place LF 60.00
29. 30" RCP Class IV In Place LF 50.00
30. 24" RCP Class IV In Place LF 42.00
31. 18" RCP Class IV In Place LF 35.00
32. 15" RCP Class IV In Place LF 0.00
33.
POLYETHYLENE PIPE
34. 8"ADS-N-12 or Enual 21.00
35. 10" ADS-N-12 or Egual 22.50
6. 12" ADS-N-12 or Eaual 24.00
37. 15" ADS-N-12 or Egual L 25.50
38. 18" ADS-N-12 or F4mal 28.00
UNDERDRAINS
39. 6" PVC SDR 35 In Place LF 15.00
40. 8" PVC SDR 35 In Place LF 20.00
RIPRAP
41. Modified Riprap CY 45.00
Page 2. Sub-Total
BOND ESIZMATE FORM
` Bond Bond
Unit Reduction i Reduction
Item Descri tion Unit Ouantitv Price Cost No. 1 No. 2
42. Intermediate Ri ra CY 45.00
43. Standard RiMR CY 45.00
DRAINAGE STRUCTURES
44. T "C" Catch Basin EA I A I500.00
45. T "C" Double Grate EA 2000.00
46. T "C-L" Catch Basin EA 1500.00
47. Manhole EA 1500.0
48. Manhole wfDMp Inlet EA 2500.00
49. Manhole Over Ten Feet EA 2000.00
50. Headwall EA
1. Endwall EA
52. Box Culvert x LF
53. 15"Flared End EA 450.00
54. 18" Flared End EA 500.00
55. 24" Flared End EA 550.00
56. 36" Flared End EA 850.00
57.
58.
- 10' Wide
59. Gravel Access Road LF 15.00
60. Reset M.H. or C.B. EA 550.00
SANITARY SEWER COMPONENTS
61. 12"PVC In Place SDR 35 LF 40.00
2. 10" PVC In Place SDR 35 LF 37.00
63. "PVC In PI DR LF 35.00
64. "PVCIn Place SDR 5 LF30-00
*varies
Page 3. Sub-Total$ I
BOND ESTIMATE
Bond Bond
Unit Reduction Reduction
Item Description Unit Ouantitv Price Cost No. 1 No. 2
SANITARY SEWER STRUCTURES
5. Sanitary Manhole EA �p 1500.00
66. Sanitary Manhole
W/DroR Inlet EA 2500.00
67. Sanitary Manhole
over 10 FT. EA 2000.00
68.
69.
STRUCTURES&MISC. ITEMS
70. Retaining Wall LF K
71. Fence
LF
72. Guide Rail
LF
73. End Anchorage
EA
74. Guide Post EA 100.00
75. Pavement Markine LF 1 50
76. Street Sims EA 75.00
77. Traffic Signs EA 75.00
78. Street Lights EA 1000.00
79. Furnishing
Macing Topsoil SY 2.50
80. Fertilizing. Seeding
and Mulchinz SY 2.50
81. Trees EA 150.00
82. Maintenance/Protection
of Traffic
83. Construction StakinszLS
* varies
Page 4. Sub-Total$ � � �
B(-)N,D,E-MATE FORM Bond Bond
Unit Reduction Reduct
Item' Descri lion ..
Unit uanti Price Cost No. 1 No. 2
84. As-Builts
IS
ins
EA 100.00 q 00100
85. Iron P .
86. Concrete Monuments
EA 250.00
Driveway-Bit. Conc.
20.
87. 00
88.
89.
90. ,
Sub-Total$ a D D.00
Sub-Total Page 1 $
Sub-Total Page 2$ CD
Sub-Total Page 3$ ` CD
Sub-Total Page 4$ `—" 0
Sub-Total Page 5$ Od ' b
Sub-Total$ D D O
259o' Contingencies x Sub-Total: $
20U
TOTAL$ STD 0 0 0
*varies
Page 5.
,a//ez S0NDESTFORM/fonn95
-10 M "4
7-0-wn 0-1- S-llatd z ` d
m 1540 SULLIVAN AVENUE•SOUTH WINDSOR,CT 06074-2786
��tiOSOR:coN AREA CODE 860/644-2 5 1 1
October 13,2000 FAX 860/644-3781
Design Professionals,Inc.
165 South Satellite Road
South Windsor,CT 06074
Attn: Galen Semprebon,P.E.
RE: Approval to connect Star Gas,195 Commerce Way,South Windsor,CT 06074
Dear Mr.Semprebon:
The South Windsor Water Pollution Control Authority,at its regular meeting of October 3,2000,gave
approval for the connection to the Town's sewerage system of a commercial building at 195 Commerce
Way,South Windsor,CT,as more specifically shown on plans entitled"D&L Caron,LLC,Site
Development Plan for 195 Commerce Way",prepared by Design Professionals,Inc., 165 South Satellite
Road,South Windsor,CT,Project No.20-1233,Drawing No(s). 1233-2, 1233-3 dated 6-15-00,revised 9-
18-00 and subject to the following conditions:
1. Technical approval of the Town Engineering Department.
2. Final Authority approval and acceptance of the sanitary sewerage connection will be given once
the sewer line has been installed and inspected by the Town staff,and based upon the written
verification of the Town staff that said sanitary sewer line was installed in substantial conformance
with the design plans previously approved by the Authority,and meeting all Town regulations and
appropriate technical specifications relating to sanitary sewer construction.
This approval letter must be superimposed on the final approval plans.
Very truly yours,
o dson,
Water Pollution Control Authority
TH:dd
CC: Matthew Galligan,Town Manager
Michael J.Gantick,Director of Ppblic Works
Jerry Iazzetta,Town Engineerl/
Marcia Banach,Director of Planning
John Collins,Chief Building Inspector
David Caron
OCT 19 2000
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1540 SULLIVAN AVENUE • .SOUTH WINDSOR, CONN. 06074
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October 23, 2000 j
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D&L Caron, LLC OCT 5 2000 '
312 Deming Street s' �SOR
South Windsor, CT 06074 j n
Dear Mr. Caron:
Re:Preconstruction Meeting—Appl 00-34P, DL Caron Site Plan(Star Gas)
IN ATTENDANCE
See Attached
The following is a brief summary of points discussed during the meeting:
Erosion and Sedimentation Control
1. All erosion and sedimentation control measures are to be in place prior to earth moving operations in
each area and maintained/cleaned out during construction. Call Jeffrey Folger, Zoning/Wetlands
Enforcement Officer for inspection when measures are in place, prior to commencement of site work or
if any problems/concerns arise during construction.
2. All topsoil stockpile areas to be protected(ringed with haybales or equal).
3. During construction of the road/driveway a crushed stone tracking pad is to be installed and maintained
to minimize tracking of dirt/gravel on to Commerce Way. Calcium chloride or water is to be used for
dust control as required.
Public Works
1. Three complete sets of approved/revised plans to be provided to Town prior to start of construction.
They will be stamped by the Planning Department along with plans developer needs. Only approved
plans are to be used on the job site.
2. The Engineering Department is to be notified forty-eight (48) hours prior to the start of major
construction work with inspections and testing per Developers Checklist (requested, required) for the
following:
a. After site is staked out
b. All drainage work
c. Preparation of subgrade, compaction tests as per Developer's checklist
d: Preparation of subbase, six (6) inch lifts
e. Placement of bituminous concrete, two (2) inch layers maximum
3. Certification of gravel used as subbase and processed stone for base will be required from an approved
testing company.
4. Certification of all products used-- storm pipe, structures,pavement, etc., shall be presented to the Town
Engineer prior to installation.
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 as per revised as-built checklist.
10. All pipe and structures to be.backfilled with free draining material, compacted in maximum one foot lifts
with approved compaction equipment or approved equal if deep trench is encountered. Any pipe or
structure work requires inspection prior to backfilling.
11. Any problems and/or questions regarding construction of this project will be directed to Tim
in the field at phone#291-1840.
12. All filling to be done in accordance with Department of Transportation specifications. To be compacted
in maximum lifts and tested as necessary.
13. Job meetings will be held as needed, and can be called by the developer or Town.
14 Forty-eight(48)hours' notice needed for certificate of occupancy inspection.
15. Any proposed changes are to be presented to the Engineering or Planning Department prior to
implementation on change order form in quadruplicate with 4 copies of the drawing. Town will attempt
to turn around within 24 hours.
16. Normal hours of operation 7:00 a.m. —5:00 p.m.,no work on Sunday.
17. No paving after October 15 or before April 15 without written approval from Director of Public Works.
18. Street excavation and drain layer permits will be required.
Planning Department
1. Landscaping is to be installed in accordance with the approved landscaping plan. If there are changes
required, contact the Planning Dept. Additional landscaping installed on one part of a site will not
preclude planting all of the remaining items shown on the landscaping plan.
2. A $2,000 landscape bond and $1,000 Inland Wetlands Agency/Conservation bond must be posted prior
to the issuance of filing of mylars.
3. Mylar to go on file prior to the issuance of building permits.
SNET/NU
1. Contact utilities for coordination of utilities connection.
Fire Marshal
1. Blasting(if required)to be coordinated with the Fire Marshal.
Police Services
1. Emergency phone numbers for the duration of the construction must be provided to Police Services on a
company letterhead. If the developer occupies or owns the building after construction emergency
numbers must be provided to Police Services.
2. All buildings located on property that abuts a public highway must be numbered and visible from the
street. All numbering shall comply with Town Ordinance 6-800 through 6-802.
Barns, garages, and outbuildings, which are located on the same premises as a numbered structure, are
excluded.
3. Erect temporary sign on the site during construction identifying the project.
4. If an alarm is to be installed contact Police Services.
Building Department
1. Plan review with Building Official/Fire Marshal required prior to application for building permit.
Coordinate with Chief Building Official.
Sincerely,
Michele R. Lipe,AICP
Assistant Director of Planning
MRL/dlw
cc: Jerry C. Iazzetta, Town Engineer
Karl Reichle, Public Works
Mel Stead, Public Works
John R. Collins, Chief Building Official