HomeMy WebLinkAboutSite Plan of Development (24) TOWN OF SOUTH WINDSOR, CONNECTICUT D ��
PLANNING & ZONING COMMISSION )•/
APPLICATION FORM
Application No. : �7- /a 4 /6 AUG 18 1991
Date Received: (!�9_Q '7--(7 7
Action/ .lL ; - t=i' //--/3-91 $
Receipt No. Pl8n11j South Windsor
ng & Zoning Commission
APPLICANT: Borghesi Building & Engineering Company, Inc.
ADDRESS: 2155 East Main Street. Torrington, Connecticut 06790
OWNER OF RECORD ON LAND RECORDS ABCO Welding & Industrial Supply, Inc.
ADDRESS: 130 Cross Road, P.O. Box 296, Waterford, CT. 06385
COMPLETE LOCATION OF PROPERTY: 1608 John Fitch Boulevard, (Route 5) South Windsor, CT. 06074
Assessor's Map # 109 Parcel # 12 Zone I
NAME, ADDRESS, & TEL & FAX # OF PERSON TO WHOM INQUIRIES SHOULD BE
Jack L. Neubieser, Borghesi Building & Engineering Company, Inc.
DIRECTED: 2155 East Main Street, Torrington, CT. 06790 860-482-7613, Fax: 860-482-5082
THIS APPLICATION IS FOR: (Check all that apply) : a(/
/ 6 `J_
1. Zone Change to (Public Hearing required)
_2. Subdivision/Resubdivision
a. _ Subdivision _ Minor _ Major
b. _ Resubdivision Minor _ Major (Public Hearing Required)
C. _ Conditional Approval
d. _ Open Space Subdivision (Public Hearing Required)
_3 . Special Exception to Article (Public Hearing Required)
X 4. Site Plan of Development
_5. General Plan of Development
_6. Earth Filling [Sec. 151 and/or Earth Removal [Sec. 141 (Public Hearing Req)
_7. Regulation Amendment: Zoning Subdivision
_8. Amendment to Town Plan of Development
_9. Temporary and Conditional Permit
_10. Other (explain in detail) :
Applicant Property Owner
(See reverse side for additional information)
ABCO WELDING SITE PLAN
r—
L./bing
st-fpr site plan approval for demolition of the existing 1800 square foot
d construction of a new 480 square foot building-Misting site8 J "Fitch Boulevard, I zon . xisting,lot size is j t over 3 acres,
proposed impervious covera'ge_is %, 65% allo .-e-d_.
2. This site has an existing curb cut on Route 5 and will continue to use that curb
cut l�irre-par-king spaces-are required and nine-are proposed. There-are--alsa-5
10 d4 r ca__pr
-�]
3. The site will be served by public water and sewer. Water Pollution Control
Authority approval is required for the new sewer connection, and the applicant
is scheduled to appear before WPCA on Sept. 16. The Supt. of Pollution l
Control has indicated that the sewer assessment for this property is outstanding
and will have to be calculated.
4. There,Tre-rio regulated-wetlands_on-site. IWA/CC granted conservation
approval on September 3 with a bond of$1,000 and no unusual approval
conditions.
The applicant appeared before the Architectural and Design Review Committee
on September 4. ADRC suggested moving the Norway Maple in front to an
area outside the drip line of the existing white pines. The applicant noted that
they may want to remove two existing white pines in front of the site because
they will block the front of the new building, and ADRC agreed. ADRC
suggested reconsidering the type of evergreens to be used for screening between
site and Atlantic Plywood, as white pines drop lower branches as they mature.
ADRC noted new plan is an improvement over existing site.
5. There is a dumpster proposed on a concrete pad. The dumpster pad will need
screening.
If this application is approved, there are no other Planning Dept. approval
modifications requested.
STANDARD APPROVAL MODIFICATIONS FOR SITE PLAN
PROJECT ��(r�c APPL. #
ENGINEER/ARCHITECT PROD. #
DWG # DATE REV DATE
SUBMIT MYLARS OF SHEETS . .
1 . Prior to commencement of any site work, a meeting must be
held with Town Staff.
7ZI—C 2 . No building permit will be issued until the final mylars
have been filed in the Town Clerk' s office.
—143 . This application is subject to the conditions of approval
of the Inland Wetlands Agency/Conservation Commission,
including a bond in the amount of $ 46 06
4 . An as-built plan is required prior to issuance of a
Certificate of Occupancy per Section 8 . 1 . 10 of the Zoning
Regulations .
5 . Footing drains are required if the building has a basement .
4L6 . A landscape bond in the amount of $ 16 C) d 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.
Black and white transparent mylars of Sheets # S 101
with the above modifications, together with three blueprint copies
of the entire set of plans must be submitted to this Commission
within 30 days to be stamped and signed. The letter of approval
of this Commission, 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 .
Su rivef'I
4e
1P�e art ���rse 1, e 4-wee� ,pre Ca__r �- -/-y
ABCOWELDING & INDUSTRIAL SUPPLY, INC.
130 Cross Road P.O. Box 296 Waterford. CT 06385
Phone (860)442-0363 Fax (860)447-3347
August 15, 1997
Jack Neubieser
Borghesi Building& Engineering Co., Inc.
2155 East Main Street
Torrington, CT. 06790
This letter is to confirm that you and your firm are acting as our agents in the matter of construction
of a new building at 1608 John Fitch Blvd., South Windsor, Ct. You are authorized to represent us
in all matters relating to the filing of plans, obtaining permits, and whatever else is necessary to obtain
approval to begin construction.
Sincerely,
Kent Lacey
General Manager
TOWN OF SOUTH WINDSOR CHECKLIST
REQUIRED INFORMATION SITE PLANS
APPLICANT Borghesi Building & Engineering Company. Inc.
PROJECT NAME ABCO Welding & Industrial Supply, Inc.
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 supplied.
x 1. On each sheet for plans or maps, title block with the following information:
a. Name, address and telephone of applicant.
x b. Name, address and telephone number of Land Surveyor or Professional Engineer.
N/A c. Name of Development.
x d. Date when drawings were made. '
x 2. Key Map: An overall map drawn to a scale of 1 inch equals 200 feet, which can be used
as an overlay on Metropolitan District Maps. This map will show the overall design of
the Development and surrounding property within 500 feet.
x a. Date block which gives needed zoning information such as percentage of lot coverage,
1� g Pe g
acreage of tract, number of apartment units, parking requirements, etc.
x b. Layout of buildings.
N/A c. Layout of streets and parking.
x d. Lines indicating proposed drainage system with direction arrows.
x e. Lines indicating sanitary sewer system with direction arrows.
x f. Names of surrounding property owners.
N/A g. proposed open spaces and recreation areas.
x h. Driveway cuts on surrounding properties.
x 3. Architectural Elevations: See attached checklist for Architecture and Design Review.
x 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:
x a. Distance and bearings of all boundary lines and acreage of site. Iron pins required at
all property angle points and shown on map.
N/A b. Proposed streets and street lines with center line station, curve data, and parking
spaces.
r
x C. Building lines in accordance with zoning regulations.
x d. Proposed buildings and other structures, including signs, outside lighting, and
dumpsters (on concrete pad and screened).
N/A e. Easements, noting grantors, grantees, and purpose.
X f. Names of abutting property owners.
N�f} 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.
N/A h. All open space or other common or public land uses shall be indicated.
x i. A-2 certification; P.E./L.S. Seal.
x 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:
x a. All existing and proposed buildings.
x b. Curb Lines and pavement width, sidewalks.
x c. Existing and proposed sanitary sewers.
x d. Existing and proposed water and gas main systems.
x e. Present wooded area indicated by foliage lines. Any individual trees to be saved
should be shown.
x 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.
x g. Regulated wetlands and 100-year floodplain or note that none are present.
x h. Proposed storm drainage system, showing all catch basins, endwalls, manholes,
lengths and sizes of pipes. (Maximum distance between catch basins shall be 300
feet and minimm.u size of storm drain lines shall be 15 inches.
N/A i. Connections of all springs into proposed storm drainage system as needed.
N/A j. Location and indications of existing brook channels, and 100-year flood limits.
X k. A-2 Certification; P.E./L.S. Seal.
X 6. Landscaping plan:
X 7. Drainage calculations: - Zero Runoff Increase per attached . C► CANL t K-)
N/A 8. Traffic Report:
- 2 -
N/A 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:
N/A a. Layout of streets in sections coordinated by stations with the profile.
N/A b. Street plan showing roadways and drainage.
N/A c. Sight line at driveway & street intersections.
N/A d. Profile of roadway showing existing and finished grades. Roadway profile will show
all tangent grade and all vertical curve information.
N/A 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.
N/A f. Where any storm drainage line discharges into an existing brook sufficient profile of
this brook will be shown to determine conditions.
N/A g. Metropolitan District Commission datum shall be used on all sites accessible to these
controls. The Town Engineer shall, based on standard engineering practices,
determine the accessibility of these controls. ,
N/A h. Profiles shall show all sanitary sewer lines and manholes, including elevations, sizes,
lengths, and slopes of pipes. Top of foundation elevations for building shall be
shown.
N/A 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 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:
N/A a. General nature and development of surrounding area.
N/A b. Topography and natural drainage pattern.
N/A c. Subsurface conditions as shown by subsurface investigation, including soil absorption
characteristics, ground water level conditions, ledge rock, and general nature of soil.
N/A d. General description of type of development contemplated.
N/A 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.
N/A f. Special precautions that may be necessary to provide proper functioning of the
proposed disposal systems.
N/A g. map of general area with locations of all tests shown on proposed layout.
N/A h. Flood heights of any nearby streams, brooks, or rivers.
- 3 -
N/A 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.
p P c 8 -fig y-,
PLY PREPARER P.E. L.S. DATE
May 17, 1995
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TABLE OF CONTENTS
SUMMARY
APPENDIX A: DRAINAGE CALCULATIONS
APPENDIX B: WATERSHED MAP
APPENDIX C: DETENTION BASIN CALCULATIONS
BORGHESI BUILDING& ENGINEERING CO.
8/18/97
SUMMARY
The applicant proposes to construct a new 4,784 SF industrial supply distribution building at the existing
Abco Welding site at 1608 John Fitch Boulevard (Route 5), in South Windsor. The proposed drainage
system is designed to convey the estimated 100-year runoff from the site with zero increase in runoff rates
from pre-development to post-development.
The existing 3.08 acre site is approximately 40% wooded with gentle grades of approximately 0.5 to 1
percent. The site is not within any regulated floodplain. The Hartford County Soil Survey identifies the site
soils as Sudbury fine sandy loam. SCS classifies these soils in Hydrologic Soil Group B. Soils in this group
have moderate infiltration rates. Runoff from the site presently drains overland into the John Fitch Boulevard
drainage system
The proposed drainage system will collect runoff using catch basins and discharge to an on-site detention
basin. The detention basin will outlet to the existing drainage system in Route 5.
Watershed areas are determined using site plans prepared by Borghesi Building & Engineering Co. (BBE)
based on actual field topographic mapping, and Town of South Windsor topographic mapping. A watershed
map is presented in Appendix B. The proposed drainage system is designed for a 100-year storm. The
rational method is used to estimate rates of runoff from the watershed.
Detention basin volume is calculated using TR-55.
"Hydraflow" software is used to evaluate the proposed drainage system. The software uses the Rational
Method for hydrologic calculations and basic hydraulic principals to evaluate selected pipe sizes and inverts.
The system is designed using a starting water surface elevation (WSE) of 77.25. The starting WSE
corresponds to the crown of the existing pipe in the catch basin where the proposed system connects to the
existing system.
Drainage calculations for the proposed system are found in Appendix A.
BORGHESI BUILDING& ENGINEERING CO.
8/18/97
APPENDIX A: DRAINAGE CALCULATIONS
WATERSHED AREAS
RUNOFF COEFFICIENTS
TIME OF CONCENTRATION
HYDRAFLOW CALCULATIONS
BORGHESI BUILDING& ENGINEERING CO.
ABCO WELDING
1608 JOHN FITCH BOULEVARD (RTE. 5)
SOUTH WINDSOR, CT
GENERAL NOTES
1) RUNOFF COEFFICIENTS FROM CONNDOT"DRAINAGE MANUAL" (1986) &"CONNECTICUT
GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" (1985)
2) TIME OF CONCENTRATION CALCULATED USING CONNDOT NOMOGRAPH ON PAGE 126
(OVERLAND FLOW ONLY)
WATERSHED AREA CALCULATIONS
LINE AREA METHOD
(SF) (ACRE)
1 48,961 1.12 FROM AUTOCAD
2 10,387 0.24 FROM AUTOCAD
8/18/97 BORGHESI BUILDING+ENGINEERING CO. SHEET 1 OF 2
ABCO WELDING
1608 JOHN FITCH BOULEVARD (RTE. 5)
SOUTH WINDSOR, CT
RUNOFF COEFFICIENTS
LINE AREA DESCRIPTION AREA TC
(ACRE) C CA (MIN)
1 PAVED, BLDG. 0.56 0.90 0.50
LAWN/GRASS 0.42 0.25 0.11
GRAVEL 0.14 0.60 0.08
TOTAL 1.12 0.62 0.69 5
2 PAVED, BLDG. 0.00 0.90 0.00
LAWN/GRASS 0.24 0.25 0.06
TOTAL 0.24 0.25 0.06 5
NOTE: ALL TIME OF CONCENTRATIONS ASSUMED TO BE 5 MINS.
8/18/97 BORGHESI BUILDING+ENGINEERING CO. SHEET 2 OF 2
Plan View
2
I
1
Proj. file: ABCO.STM OF file: HARTFORD.IDF No. Lines: 2 08-15-1997
Storm Sewer Summary Report Page 1
Line Line ID Flow Line Line Invert Invert Line HGL HGL Minor Dns
No. rate size length EL Dn EL Up slope down up loss line
(cfs) (in) (ft) (ft) (ft) N (ft) (ft) (ft) No.
1 6.13 15 c 197.0 76.00 77.10 0.558 77.25* 78.76* 0.39 End
2 5.83 15 c 130.0 77.15 77.82 0.515 79.15* 80.05* 0.35 1
PROJECT FILE: ABCO.STM I-D-F FILE: HARTFORD.IDF TOTAL NO.LINES: 2 RUN DATE: 08-18-1997
NOTES: c=circular; e=elliptical; b=box; Return period= 100 Yrs.; *Indicates surcharge condition.
Line 1 Q =6.13 Size= 15 x 15 (Cir) Nv = 0.012 Len = 197.0 JLC = 1.00
/Outfall
Invert Depth HGL EGL Area Vel T-Wid Cover
Dnstrm 76.00 15 77.25 77.64 1.23 5.00 0.00 N/A
Upstrm 77.10 15 78.76 79.15 1.23 4.99 0.00 1.65
Drainage area (ac) = 0.24 Slope of invert (%) = 0.558
Runoff coefficient (C) = 0.25 Slope energy grade line (%) = 0.768
Time of conc. (min) = 5.72 Critical depth (in) = 12
Inlet Time (min) = 5.00 Natural ground elev. (ft) = 80.00
Intensity @ 100 yr (in/hr) = 8.25 Upstream surcharge (ft) = 0.41
Cumulative C x A = 0.74 Additional Q (cfs) = 0.00
Q = CA x I (cfs) = 6.13 Full-flow capacity (cfs) = 5.23
-------------------------------------------- ----------------------------------------------------
Q Catchment (cfs) = 0.51 Inlet Type = ME
Q Carryover (cfs) = 5.83 Gutter slope (ft/ft) = 0.00
Q Captured (cfs) = 0.00 Cross slope (ft/ft) = 0.00
Q Bypassed to offsite = 6.34 Width of Flow (ft) = 0.00
----------------------------------------------------------------------------------------------------------------
Line 2 Q = 5.83 Size = 15 x 15 (Cir) Nv = 0.012 Len = 130.0 JLC = 1.00
/Downstream line= 1
Invert Depth HGL EGL Area Vel T-Wid Cover
Dnstrm 77.15 15 79.15 79.50 1.23 4.75 0.00 1.60
Upstrm 77.82 15 80.05 80.40 1.23 4.75 0.00 1.25
Drainage area (ac) = 1.12 Slope of invert (%) = 0.515
Runoff coefficient (C) = 0.61 Slope energy grade line (%) = 0.695
Time of conc. (min) = 5.00 Critical depth (in) = 12
Inlet Time (min) = 5.00 Natural ground elev. (ft) = 80.32
Intensity @ 100 yr (inlhr) = 8.54 Upstream surcharge (ft) = 0.98
Cumulative C x A = 0.68 Additional Q (cfs) = 0.00
Q = CA x I (cfs) = 5.83 Full-flow capacity (cfs) = 5.02
-------------------------------------------- ----------------------------------------------------
Q Catchment (cfs) = 5.83 Inlet Type = MH
Q Carryover (cfs) = 0.00 Gutter slope (ft/ft) = 0.00
Q Captured (cfs) = 0.00 Cross slope (ft/ft) = 0.00
Q Bypassed to 1 (cfs) = 5.83 Width of Flow (ft) = 0.00
----------------------------------------------------------------------------------------------------------------
APPENDIX B: WATERSHED MAP
BORGHESI BUILDING& ENGINEERING CO.
APPENDIX C: DETENTION BASIN CALCULATIONS
Jj
BORGHESI BUILDING& ENGINEERING CO.
BORGHESI BUILDING & ENGINEERING CO. ABCO WELDING & INDUSTRIAL SUPPLY
2155 EAST MAIN ST., TORRINGTON, CT 1608 JOHN FITCH BOULEVARD (RTE.5)
S. WINDSOR, CT
DETENTION BASIN CALCULATIONS
VOLUME PROVIDED
ELEV. AREA AVE. AZ AV EV
AREA
(FT) (SF) (SF) (FT) (CF) (CF)
77.15 567 0
1,837 2.8 5,234
80.0 3,106 5,234
VOLUME REQUIRED
WATERSHED AREA DRAINING TO DETENTION BASIN 1.36 ACRE
DEPTH OF RUNOFF 0.84 INCHES FROM TR-55 CALCULATIONS
VOLUME REQUIRED 1.36 43,560 0.84 / 12 4,147 CF
DEPTH OF RUNOFF CONTAINED AT SPILLWAY ELEV. 80.0
5,234 / 1.36 43,560 x 12 1.06 INCH
ABCOVOL.xis SHEET 1 OF 1 8/18/97
RUNOFF CURVE NUMBER COMPUTATION Version 2 . 00
Project : ABCO WELDING PRE DEVEL User: MLC Date : 08-05-97
County : HARTFORD State: CT Checked: Date:
Subtitle:
--- ----------------------------------------------------------------------------
Hydrologic Soil Group
COVER DESCRIPTION A B C D
Acres (CN)
-------------------------------------------------------------------------------
FULLY DEVELOPED URBAN AREAS (Veg Estab. )
Open space (Lawns,parks etc. )
Good condition; grass cover > 750 - . 86 (61) - -
Impervious Areas
Paved parking lots, roofs, driveways - . 32 (98) - -
Streets and roads
Gravel (w/ right-of-way) - . 10 (85) - -
Total Area (by Hydrologic Soil Group) 1 .28
-------------------------------------------------------------------------------
TOTAL DRAINAGE AREA: 1 .28 Acres WEIGHTED CURVE NUMBER: 72*
-------------------------------------------------------------------------------
* - Generated for use by GRAPHIC method
TIME OF CONCENTRATION AND TRAVEL TIME Version 2 . 00
Project : ABCO WELDING PRE DEVEL User: MLC Date: 08-05-97
County : HARTFORD State : CT Checked: Date:
Subtitle:
-------------------------------------------------------------------------------
Flow Type 2 year Length Slope Surface n Area Wp Velocity Time
rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hr)
-------------------------------------------------------------------------------
Sheet 3 .2 50 . 01 F 0 .180
Shallow Concent'd 222 . 01 U 0 . 038
Open Channel 115 . 015 . 013 .2 1 .57 0 . 009
Time of Concentration = 0 .23*
--- Sheet Flow Surface Codes ---
A Smooth Surface F Grass, Dense --- Shallow Concentrated ---
B Fallow (No Res . ) G Grass, Burmuda --- Surface Codes ---
C Cultivated < 20 o Res . H Woods, Light P Paved
D Cultivated > 20 °s Res . I Woods, Dense U Unpaved
E Grass-Range, Short J Range, Natural
* - Generated for use by GRAPHIC method
GRAPHICAL PEAK DISCHARGE METHOD Version 2 . 00
Project ABCO WELDING PRE DEVEL User: MLC Date: 08-05-97
County HARTFORD State : CT Checked: Date :
Subtitle :
Data: Drainage Area 1 .28 * Acres
Runoff Curve Number 72 *
Time of Concentration: 0 . 23 * Hours
Rainfall Type III
Pond and Swamp Area NONE
Storm Number 1 2 3 4 5 6 7
---------------------- ------ ------ ------ ------ ------ ------ ------
Frequency (yrs) 1 2 5 10 25 50 100
24-Hr Rainfall (in) 2 . 6 3 .2 4 . 1 4 . 7 5 . 5 6 .2 6 . 9
Ia/P Ratio 0 .30 0 .24 0 .19 0 . 17 0 . 14 0 . 13 0 . 11
Runoff (in) 0 .58 0 . 93 1 .53 1 . 97 2 . 59 3 . 16 3 . 74
Unit Peak Discharge 0 . 730 0 . 763 0 . 795 0 . 809 0 . 823 0 . 833 0 . 840
(cfs/acre/in)
Pond and Swamp Factor 1 . 00 1 . 00 1 .00 1 . 00 1 . 00 1 .00 1 . 00
0 . 00-. Ponds Used
Peak Discharge (cfs) 1 1 2 2 3 3 4
* - Value (s) provided from TR-55 system routines
RUNOFF CURVE NUMBER COMPUTATION Version 2 . 00
Project : ABCO WELDING POST DEVEL User: MLC Date : 08-05-97
County : HARTFORD State : CT Checked: Date:
Subtitle:
---------------------------------------
Hydrologic Soil Group
COVER DESCRIPTION A B C D
Acres (CN)
--------------------------------------------
FULLY DEVELOPED URBAN AREAS (Veg Estab. )
Open space (Lawns,parks etc. )
Good condition; grass cover > 75% - . 66 (61)
Impervious Areas
Paved parking lots, roofs, driveways - 56 (98)
Streets and roads
Gravel (w/ right-of-way) - . 14 (85)
Total Area (by Hydrologic Soil Group) 1 .36
--------------------------------------------
----------------
TOTAL DRAINAGE AREA: 1 . 36 Acres WEIGHTED CURVE NUMBER: 79
-----------------------------------------------
* - Generated for use by GRAPHIC method
TIME OF CONCENTRATION AND TRAVEL TIME Version 2 . 00
Project : ABCO WELDING POST DEVEL User: MLC Date : 08-05-97
County : HARTFORD State: CT Checked: Date:
Subtitle :
--- ----------------------------------------------------------------------------
Flow Type 2 year Length Slope Surface n Area Wp Velocity Time
rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hr)
-------------------------------------------------------------------------------
Sheet 3 .2 50 . 01 F 0 . 180
Shallow Concent'd 90 . 01 U 0 . 015
Shallow Concent'd 45 . 01 P 0 .006
Open Channel 366 . 005 . 012 . 785 3 . 14 0 . 029
Time of Concentration = 0 .23*
--- Sheet Flow Surface Codes ---
A Smooth Surface F Grass, Dense r-� --- Shallow Concentrated ---
B Fallow (No Res . ) G Grass, Burmuda --- Surface Codes ---
C Cultivated < 20 o Res . H Woods, Light P Paved
D Cultivated > 20 o Res . I Woods, Dense U Unpaved
E Grass-Range, Short J Range, Natural
* - Generated for use by GRAPHIC method
GRAPHICAL PEAK DISCHARGE METHOD Version 2 . 00
Project : ABCO WELDING POST DEVEL User: MLC Date : 08-05-97
County : HARTFORD State: CT Checked: Date:
Subtitle :
Data: Drainage Area 1 .36 * Acres
Runoff Curve Number 79 *
Time of Concentration: 0 .23 * Hours
Rainfall Type III
Pond and Swamp Area NONE
Storm Number 1 2 3 4 5 6 7
-- -------------------- ------ ------ ------ ------ ------ ------ ------
Frequency (yrs) 1 2 5 10 25 50 100
24-Hr Rainfall (in) 2 . 6 3 . 2 4 . 1 4 . 7 5 .5 6 .2 6 . 9
Ia/P Ratio 0 .20 0 . 17 0 . 13 0 . 11 0 . 10 0 . 09 0 . 08
Used 0 . 20 0 . 17 0 . 13 0 . 11 0 . 10 0 .10 0 . 10
Runoff (in) 0 . 91 1 .34 2 . 04 2 . 55 3 . 24 3 . 86 4 .49
Unit Peak Discharge 0 . 786 0 . 809 0 . 830 0 .840 0 . 848 0 . 848 0 . 848
(cfs/acre/in)
Pond and Swamp Factor 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 .00 1 . 00
0 . 00-o Ponds Used
Peak Discharge (cfs) 1 1 2 3 4 4 5
* - Value (s) provided from TR-55 system routines
STORAGE VOLUME FOR DETENTION BASINS Version 2 . 00
Project : ABCO WELDING POST DEVEL User: MLC Date: 08-05-97
County : HARTFORD State: CT Checked: Date:
Subtitle :
Drainage Area: 1 .36 Acres Rainfall Frequency: 10 years
Rainfall-Type: III
Runoff : 2 .5 inches
Peak Inflow: 2 . 90799 cfs
Peak Outflow: 2 cfs
Detention Basin Storage Volume: 0 .54 inches or 0 . 1 acre feet
STORAGE VOLUME FOR DETENTION BASINS Version 2 . 00
Project : ABCO WELDING POST DEVEL User: MLC Date : 08-05-97
County : HARTFORD State: CT Checked: Date:
Subtitle :
Drainage Area: 1 .36 Acres Rainfall Frequency: 25 years
Rainfall-Type: III
Runoff : 3 .2 inches
Peak Inflow: 3 . 732166 cfs
Peak Outflow: 2 . 92 cfs
Detention Basin Storage Volume: 0 . 59 inches or 0 . 1 acre feet
STORAGE VOLUME FOR DETENTION BASINS Version 2 . 00
Project : ABCO WELDING POST DEVEL User: MLC Date: 08-05-97
County : HARTFORD State: CT Checked: Date :
Subtitle:
Drainage Area: 1 .36 Acres Rainfall Frequency: 50 years
Rainfall-Type: III
Runoff : 3 . 9 inches
Peak Inflow: 4 .449518 cfs
Peak Outflow: 3 cfs
Detention Basin Storage Volume: 0 . 84 inches or 0 .1 acre feet
STORAGE VOLUME FOR DETENTION BASINS Version 2 . 00
Project ABCO WELDING POST DEVEL User: MLC Date: 08-05-97
County HARTFORD State : CT Checked: Date:
Subtitle:
Drainage Area: 1 .36 Acres Rainfall Frequency: 100 years
Rainfall-Type: III
Runoff : 4 .5 inches
Peak Inflow: 5 . 180801 cfs
Peak Outflow: 4 cfs
Detention Basin Storage Volume: 0 . 83 inches or 0 . 1 acre feet
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MEMORANDUM
TO: Marcia A. Banach, Director of Plannin
FROM: Jerry C. Iazzetta, Town Engineer
DATE: September 3, 1997
RE: ABCO WELDING SITE PLAN — 97-66p
We have reviewed the drawings dated 8/17/97 for the proposed Abco Welding Site
Plan and have the following comments:
Sheet SP1 should have an A-2 Certification.
Detail for catch basins should show concrete brick leveling courses between precast
top and precast riser sections to allow for adjustments.
JCl/jsv
SONN Se44
C �
ti 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
Soe•ca AREA CODE 860/644-2511
CERTIFIED MAIL
September 11, 1997
Jack L. Neubieser
Borghesi Building 8s Engineering Company, Inc.
2155 East Main Street
Torrington, CT 06790
Dear Mr. Neubieser:
Re: Appl #97-66P, ABCO Welding 8v Industrial Supply Company
We are pleased to advise you that the Planning & Zoning Commission voted on September
9, 1997 to approve with modifications the above referenced application for a Site Plan of
Development for the construction of a 4,784 sq. ft. building on property located at 1608
John Fitch Boulevard, I zone as shown on plans prepared by Borghesi Building &
Engineering Co., Inc. and dated August 18, 1997. This approval is subject to the following
modifications:
1. Prior to commencement of any site work, a meeting must be held with Town Staff.
2. No building 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$1,000.
4. An as-built plan is required prior to issuance of a Certificate of Occupancy per Section
8.1.10 of the Zoning Regulations.
5. Footing drains are required if the building has a basement.
6. A landscape bond in the amount of$1,000 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. Screening required for dumpster.
9. An A2 boundary survey must be filed on the land records.
10. Detail for catch basins should show concrete brick leveling courses between precast
top and precast riser sections to allow for adjustments.
Black and white transparent mylars of Sheet #SP-1 with the above modifications, together
with three blueprint copies of the entire set of plans must be submitted to this Commission
within 30 days to be stamped and signed.. The letters of approval of this Commission as
well as the Inland Wetlands Agency/Conservation Commission must be reproduced on the
mylars.
After the mylars have been signed by the Commission, they will be returned to you for filing
in the Office of the Town Clerk by December 27, 1997. After filing these plans, a copy of
the receipt must be submitted to the Planning Department.
Very truly yours,
PLANNING & ZONING COMMISSION
ussell G. ,/evack, Chairma�
RGL/pmm
Cc: Town Engineer
Chief Building Official
Assessor
Superintendent of Pollution Control
Fire Marshal
ABCO Welding 8s Industrial Supply, Inc., 130 Cross Road, P. O. Box 296, Waterford,
CT, 06385
PLANNING DEPARTMENT
IN-HOUSE REFERRAL FORM
TO: Matt Galligan, Fred Shaw, Michael Gantick, Sargent Thomas Field, Fire Marshal
Lanning, Ray Favreau, Karl Reichle, Mel Stead
FROM: Marcia A. Banach, AICP, Director of Planning
The Planning & Engineering Departments havereceived plans for the following project:
l - 61�e
Zone _ Acreage Commercial
Subdiv Site Plan �_ Residential
# OF Lots/Units Industrial _
Location: Mti
Project Description: h 4 C, �4tk'
Future Town-owned property involved? Yes _ No
(a) (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.
Thank you.
PLANNING DEPARTMENT
IN-HOUSE REFERRAL FORM
TO: Matt Galligan, Fred Shaw, Michael Gantick, Sargent Thomas Field, Fire Marshal
Lanning, Ray Favreau, Karl Reichle, Mel Stead
FROM: Marcia A. Banach, AICP, Director of Planning
The Planning & Engineering Departments hav received plans for the following project:
4L
Zone T Acreage Commercial
Subdiv Site Plan �_ Residential
# OF Lots/Units Industrial _
Location: ti
" k__7 lit,361 �A'
Project Description: � 0
Future Town-owned property involved? Yes _ No/
(a) (existing frontage also)
(b) new open space/recreation area
active passive
(c) new detention area -
Planning Department comments:
Please let me know by �Z l�� if you will have comments on this application
so that I can follow up with your department when I.do a Planning Department report.
Thank you.
10NN SF4
1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
sox•c AREA CODE 860/644-2511
October 1, 1997
Mr. Jack Neubieser
Borghesi Building &Engineering Company,Inc.
2155 East Main Street
Torrington, CT 06790
RE: ABCO Welding &Industrial Supply,Inc.
1608 John Fitch Boulevard
SOUTH WINDSOR,CT
Dear Mr. Neubieser:
The South Windsor Water Pollution Control Authority, at its regular meeting of September 16, 1997, gave
approval for the connection to the Town's sewerage system of a commercial building at 1608 John Fitch
Boulevard, as more specifically shown on plans entitled"Project-ABCO Welding &Industrial Supply,
Inc. - 1608 John Fitch Boulevard(Rt. 5) -South Windsor,Connecticut" prepared by Borghesi Building&
Engineering Co.,Inc.,Torrington,Connecticut, Drawing No.SPI dated 8-6-97, revised 8-13-97 and 8-18-
97, 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.
3. This approval letter must be superimposed on the final approval plans.
Very truly yours,
oseph J. Carino, Chairman
Water Pollution Control Authority
cc: Matthew Galligan,Town Manager
Michael J. Gantick,Director of Public Works
Jerry Iazzetta, Town Engineer
Marcia Banach,Director of Planning ✓`
John Collins, Chief Building Inspector
FILE No. 898 02/02 '98 13:18 ID:ABCO WELDING SUPPLY 860 447 3347 PAGE 2
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PRE-DEVELOPMENT
``: WATERSHED MAP
- N`.. `xf'. ABCO WELDING de
INDUSTRIAL SUPPLY, INC.
1608 JOHN FITCH BOULEVARD (RT. 5)
SOUTH NANDSOR CT
sckx DATE
1"=50' 1 8/18/97
BORGHESI BUILDING & ENGINEERING CO. INC.
2]36 EAST VAIN STREET TONW&TEK CT.067%
960-102-7&3
o PC: 2 X
12'
C OR N 'PA D
—PROP. 12' x 25'
CONC. PAD
_--s" METAL MOVE: EXIST. BLOCK BUILDING,
(TO BE RELOCATED STONE RAMP & CONC WALLS
13Y OWNER)
PROP. 6' x 8'
CONC. DUMPSTER PAD
v
PROP. 'C-L' CB
NTH HOOD
d, TF 80.32
INV 77.82
N
81
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--Pvc
81
92'
PROP.
�';�Y . AREA 134,225 S.F. _�
co BLDG.
_04
L W'N'.
4784 S.F.
F.F.=85;25
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L(8') 8- P\vc \\�—FLARED END
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1 NU F L 7. 5 INV. 77.15
MAO
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PROP. 'C-L' C8
TYPE 'B' GRATE
TF 80.0
'v. INV 77.10
POST-DEVELOPMENT
OST
WATERSHED MAP
INDUSTRIAL W%lPNpG &
LY, INC.
1608 JOHN FITCH BOULEVARD RT. 5)
SOUTH WNDSOR, CT
SCALE DATE
-50'l' 8/18/97
\iF,'�R
BORGHES1 BUILDING & ENGINEERING CO. INC.
2=EAST NAM STREET TOMMMN.CT 067%
860-482-7W
---------------