HomeMy WebLinkAboutRanco Collision Repair IWWACC v
TOWN OF SOUTH WINDSOR '
INLAND WETLANDS, WATERCOURSES AND CONSERVATION APPLICAT,10
aGi?-,� %,%11.iJsor
Application # (�-`l7P Date Received lh_%k-UU
IrI��rID �M:' LANDS ACEyCY1
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INSTRUCTIONS
1. Fifteen applications (15) with map and plans (2 copies) shall be submitted
together with the fee set forth in the Inland Wetlands, Watercourses and
Conservation Regulations, Town of South Windsor. (See Regulations, Section VII -
X)
2. The South Windsor Inland Wetlands, Watercourses and Conservation Regulations
should be reviewed with respect to the standards and criteria for application
Evaluation. (See Regulations, Sections VII - X)
3. The applicant understands that this application is to be considered complete only
when all information and documents required by the Agency have been submitted.
The applicant shall also complete the state filing form.
A. Applicant's Name: c3.. S�
11 a
Address: 101Q, �'� Sf)6' \moo , �0.,••�
Phone: (home)&_W-0�work) (fax)
B. Legal owner's name: hSOG.t Tvf
Address 75 st-^e,i"c-e-
Phone (home) !J3G-+3'S+ (work) (fax)
(List additional owners, addresses, and phone numbers on back of application)
C. If the applicant is not the owner of the subject property; a letter by the owner(s)
authorizing the proposed regulated activity set forth in the application must
accompany this form and will be part of the application.
D. Project Name (if any) &1-v\e:Q C, 0CL'%r'
1. Contact Person (if further information is needed)
.)bysa v� ices -� (work) �L*L-e�Fp(o (fax) R-` 2-�.���
E. The geographical location of the property which is to be affected by the proposed
regulated activities including a description of the land in sufficient detail to allow
identification of the property on the Inland Wetland and Watercourse Map.
Assessor's map # WA Parcel # Zone
F. Names of all abutting property owners from records in Town Clerk's office. (use
separate sheet if necess )
G. Have you notified all abutting property owners (from records in Town Clerk's office)
by certified letter that an application is pending before the Agency?
L( ** (you are required to supply a copy of the letter with the list of the names of
the abutters).**
H. Purpose and description of all proposed regulated activity(s) including amount of
disturbance in square feet and types of fill and the time element involved:
`i�U• Q ta�
\00 ,
I. A class A-2 map of the property drawn to 1" = 40', showing the area to be
developed, extent of the wetlands and watercourses affected, topography, existing
and proposed activities and names and locations of adjacent property owners must
be submitted. Oa-'e,
J. Amount of regulated area disturbance and types of fill (including wetlands and
regulated buffers). tAo�e
K. Acreage of wetlands and watercourses in regulated areas to be altered:
t4cv,Q-
L. Acreage of wetlands and watercourses to be created: tl�cn!!Q
M. Lineal feet of proposed stream alteration: V4 nc-p
N. Total land area of project and percentage which is wetlands: o—c-^A-A
O. Identify all other permits or approvals that have been issued, applied for, or
required with respect to the proposed activity set forth in this application. (These
may include but not be limited to, local Planning & Zoning, Zoning Board of
Appeals, D.E.P., F.E.M.A., D.O.T., The Army Corps of Engineers, and any other
State, Local or Federal Permits.) QA
8
F
P. The applicant (or designated representative) hereby attests that a sign will be
posted at the following location(s) UL "12, ry
By Name� .�.�
on or before the following e C, e le�
Signature:
These signs must be displayed continuously for at least ten (10) days prior to
scheduled meeting (see Regulations, Section 7.3a)
The undersigned hereby applies for the regulated activities listed in paragraph H
above, for a Inland Wetlands, Watercourses and Conservation permit for the property
described herein and confirms that:
1. She/he is familiar with the currently effective Inland Wetlands, Watercourses and
Conservation Regulations of the Town of South Windsor.
2. She/he understands that at any time during the review period, the Agency may
require the applicant to provide more information about the wetlands and/or
watercourses in question and/or any proposed activity.
3. All information submitted in the application for review shall be considered factual,
or in the case of anticipated activity, binding. A knowing failure of the applicant or
any of her/his agents to provide correct information, or performance exceeding the
levels of activity anticipated, shall be sufficient grounds for revocation of any permit
under these regulations.
4. By making this application, the applicant gives permission to the Inland Wetlands,
Watercourses and Conservation Commission members and/or its representative to
enter the portions of the premises which are subject of the application for the
purpose of inspection and investigation and otherwise evaluating the merits of the
Map1both before and after a final decision has been issued.
Signat re o O of Property
Date
41ature of Applicant
9
Date
9
MEMORANDUM
To: South Windsor Inland Wetland/Conservation Commission.
From: Jeffrey H. Folger—Environmental Planner/Conservation Officer
Date: August 23, 2000
Re: Review of the proposed Ranco industrial site, Plans dated 10/16/00.
The project is to construct a 5,100 sqft industrial building on 1.08 acres located at
Commerce Way. No regulated areas are located onsite.
Site: The site is located in the Scantic River watershed. The parcel is comprised of 1
acre. Currently the site is 50% open and 50% early successional forested.
Stormwater is planned to be controlled by shedding runoff toward the north to two
catchbasins where it will discharge to the established detention basin that serves the
whole development.
Impacts: Proposed erosion controls consist of perimeter controls, and an anti-tracking
pad. Due to the nature of the site, flat and sandy, the proposed erosion controls appear to
be adequate.
The catchbasins shown on the plans should have 4' sumps and trap hoods.
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STORM DRAINAGE ANALYSIS
FOR
RANCO COLLISION REPAIR
COMMERCE WAY, SOUTH WINDSOR
PREPARED BY.•
BASCOMIMAGNOITA, INC.
SURVEYING AND ENGINEERING CONSULTANTS
360 MAIN STREET
DURHAM, CT 06422
SEPTEMBER, 2000
BA SCOM/MAGNOTTA,IN c.
7
Project Narrative
The project proposes to build a 5100 SF building on a 1 acre site with related parking and
drainage.
Design Criteria
The design of the stormwater drainage system utilizes the rational method to determine the
stormwater runoff rates. A 10-year rainfall rate for the New Haven area was used to design the
drainage system. Runoff coefficient "C" and time of concentration "To" were determined using an
overland flow nomograph and charts used by the Connecticut Department of Transportation in their
drainage manual. The length of flow was determined from the hydraulically most distant point
from the catch basin or structure.
Both the hydraulic and inlet capacities were determined as part of this analysis. A gutter
flow analysis using HEC-12 was performed on the two basins located in the entrance driveway.
The analysis results are attached herewith.
BA SCOM/MAGNOTTA,INC.
Hydraflow Storm Sewer Inventory Report Page 1
Line Alignment Flow Data Physical Data Line ID t
No.
Dnstr Line Defl Junc Known Dmg Runoff Inlet Invent Line Invert Line Line N J-loss Inlet/
line length angle type Q area coeff time El On slope EI Up size type value coeff Rim El
No. (ff) (deg) (cfs) (ac) (C) (min) (ff) (%) (ft) (in) (n) (K) (ff)
1 End 23.0 30.0 Comb 0.00 0.18 0.72 5.0 75.00 8.70 77.00 12 Cir 0.011 1.10 81.40 CB-2 TO CB-1
2 1 21.0 40.0 Comb 0.00 0.11 0.82 5.0 77.00 2.38 77.50 12 Cir 0.011 1.00 81.40 CB-3 TO CB-2
3 1 70.0 30.0 Hdwll 0.00 0.12 0.90 5.0 77.00 1.43 78.00 6 Cir 0.011 1.00 84.40 ROOFWATER DRAIN
Project File: New.STM 1-D-F File: SAMPLE.IDF Total number of lines:3 Date: 09-15-2000
a
Hydraflow inlet Report Page 1
Line Line ID A Inlet 1 C 4= Q 0 0 Junc Curb Inlet Grate Inlet Gutter Flow Ryp
No time CIA carry capt byp type line
Ht L area L W So W Sw Sx depth spread No
(ac) (min) (in/hr) (cfs) (cfs) (cfs) (cfs) (in) (ft) (sgft) (ft) (ft) (ft/ft) (ft) (ft/ft) (eft) (ft) (ft)
1 CB-2 TO CS-1 0.18 5.0 6.60 0.72 0.85 0.00 0.80 0.06 Comb 3.0 3.10 0.00 3.10 1.70 0.010 1.70 0.119 0.020 0.26 4.59 Offsite
2 CB-3 TO CB-2 0.11 5.0 6.60 0.82 0.59 0.00 0.59 0.00 Comb 3.0 3.10 0.00 3.10 1.70 0.024 1.70' 0.119 0.020 0.20 1.68 1
I
3 ROOFWATER DR0.12 5.0 6.60 0.90 0.71 0.00 0.71 0.00 Hdwl 0.0 0.00 0.00 0.00 0.00 0.000 0.00 0.000 0.000 0.00 0.00 1
I
Project File: New.STM I-D-F File: SAMPLEJDF Total number of fines:3 Run Date: 09-15-2000
NOTES: Inlet N-Values= 0.015; Design depth for grate(s)= 0.3 (ft); Intensity=64.34/(Inlet time+10.10)^0.83; Return period= 10 Yrs.; 'Indicates Known 0 added
r
Hydraftow FL-DOT Report Page 1
Line To Type n- Len Drainage Area Time Time Inten Total Add inlet Elev of Ht3L Rise HOL Actual Date: 09-15.2000
No Line of value of of (I) CA Q elev
struc C1= 0.2 conc flow Elev of Crown Span Pipe Full Flow Frequency: 10 yrs
C2= 0.35 in Total
C3= 0.9 sect flow Elev of Invert Project: New.STM
Incre- Sub- Sum Q Up Down Fall Size Slope Vol Cap
ment total CA
(ft) (ac) (ac) (min) (min) (inlhr) (cfs) (ft) (ft) (ft) (ft) (in) M Mrs) (cfs) Line description
3 1 Hdwll 0.011 70.0 0.00 0.00 0.00 5.00 0.58 6.6 0.11 0.00 84.40 78.72 77.91 0.81 6 1.16 3.63 0.71 ROOFWATER DRAIN
0.00 0.00 0.00 0.71 78.50 77.50 6 1.43 4.03 0.79
0.12 0.12 0.11 78.00 77.00 1.00 Cir
2 1 Comb 0.011 21.0 0.00 0.00 0.00 5.00 0.17 6.6 0.09 0.00 81.40 77.87 77.91 -0.04 12 -0.21 1.53 0.59 CB-3 TO CB-2
0.02 0.02 0.01 0.59 78.60 78.00 12 2.38 8.27 6.49
0.09 0.09 0.08 77.50 77.00 0.50 Cir
1 End Comb 0.011 23.0 0.00 0.00 0.00 5.58 0.19 6.4 0.33 0.00 81.40 77.62 76.50 1.12 12 4.85 3.42 2.11 CB-2 TO CB-1
0.06 0.08 0.03 2.11 78.00 76.00 12 8.70 15.80 12.41
0.12 0.33 0.29 77.00 75.00 2.00 Cir
NOTES: Intensity=64.34!(Tc+10.70)"0.83 (inlhr) Time of flow in section is based on a design velocity of 2.00(ftls); Initial tailwater elevation=76.50 (ft) ; Total flows limited to inlet captured flow
Storm Sewer Profile Praj, file: New.STM
Elev. (ft)
87.0
84.0
Line: 1 Line: 2
Size: 12(in) Size: 12 (in)
81.0
78.0
75.0
72.0
0 10 20 30 40 50 60 70 80 90 100
Reach(ft)
t.1 • 6
10/07/2000 14:11 FAX 8604364368 ALEXANDER lib01
JFI Associates, Inc.
75 Commerce Way
UndrPor,Cr 06074
October 6,2000
Jonathan Festa
PDS Engineering&Construction,Inc.
107 Old Windsor Road
Bloomfield,CT 06002
RE: LOT 5 COMMERCE WAY, SOUTH WINDSOR-RANCO COLLISION REPAIR
INLAND WETLANDS,WATERCOURSES AND CONSERVATION APPLICATION
Dear Mr, Festa:
This is to authorize Ranco Collision Repair and PDS to preform the activities required by the
proposed regulated activity as set forth in the conservation plan submitted as part of the
referenced application_
If we can be of any fiuther assistance,please contact us_
cerel ,
J. Ale er
Cd
10/07/00 SAT 13:14 [TX/RX NO 79361
PDS ENGINEERING & CONSTRUCTION, INC.
ollrof'e'l)
October 6 2000
pU
JFI Associtates
1
75 Commerce Way ® � \OVA- 040 tk
South Windsor, CT 06074 SOP 6 - \�
�N�PNE�v P��pC1
coNs Certified Mail
Dear Property Owner:
Re: Ranco Collision Repair, 72 Commerce Way (Andrew Hewitt)
In accordance with Section 7.3b of the"Town of South Windsor Inlands Wetlands,
Watercourses, and Conservation Regulations", we are required to notify you that an
application has been filed on the property abutting yours and is subject to a hearing
by the Inland Wetlands Agency/Conservation Commission. The application and plans
are on file with the South Windsor Planning Department.
As an abutting property owner you are invited to the hearing to ask questions and/or
give comments, however, you are not required to attend. You may also submit written
comments regarding the application prior to the hearing if you so desire. For further
information regarding the specific date this will be heard, please contact Jeff Folger, the
Zoning/Wetlands Enforcement Officer at the Planning Department, 644-2511, eat.
253.
Sincerely,
eathan Festa,
PDS Engineering and Construction, Inc.
107 Old Windsor Road
Bloomfield, CT 06002
860-242-8586
107 Old Windsor Road, Bloomfield, Connecticut 06002 • Tel: (860) 242-8586 • Fax: (860) 242-8587 • www.pdsec.com
POS ENGINEERING & CONSTRUCTION, INC.
Date October 6, 2000
Condor Investments, LLC
100 Commerce Way
South Windsor, CT 06074
Certified Mail
Dear Property Owner:
Re: Ranco Collision Repair, 72 Commerce Way, South Windsor, CT 06074
In accordance with Section 7.3b of the"Town of South Windsor Inlands Wetlands,
Watercourses, and Conservation Regulations", we are required to notify you that an
application has been filed on the property abutting yours and is subject to a hearing
by the Inland Wetlands Agency/Conservation Commission. The application and plans
are on file with the South Windsor Planning Department.
As an abutting property owner you are invited to the hearing to ask questions and/or
give comments, however, you are not required to attend. You may also submit written
comments regarding the application prior to the hearing if you so desire. For further
information regarding the specific date this will be heard, please contact Jeff Folger, the
Zoning/Wetlands Enforcement Officer at the Planning Department, 644-2511, ext.
253.
Sincerely,
athan Festa
PDS Engineering and Construction, Inc.
107 Old Windsor Road
Bloomfield, CT 06002
860-242-8586
107 Old Windsor Road, Bloomfield, Connecticut 06002 • Tel: (860) 242-8586 • Fax: (860) 242-8587 • www.pdsec.com
eN 8
Sw f�<
-Own 0-'-Ile SotdA 7&7�
1540 SULLIVAN AVENUE•SOUTH WINDSOR,CT 06074-2786
Soe•co AREA CODE 860/644-2511
FAX 860/644-3781
To: Bascom/Magnotta Inc
360 Main Street
Durham, CT
From: Jeffrey H. Folger—Environmental Planner, Town of South Windsor
Date: October 24, 2000
Re: Appl. #00-47P - Review of the proposed Ranco industrial building - Plans dated 10/16/00.
I have reviewed the proposed plan witb the following comments:
The proposed catchbasins should have 4-foot sumps minimum to contain sediments generated
from the parking lot.
The proposed catchbasins should also have trap hoods installed to contain hydrocarbons and
floatables generated from the site.
�towN af,��
y ` 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
w AREA CODE 860 / 644-2511
,�OSOR•CO��
November 2, 2000
Certified #P462498132
Mr. Jonathan Festa
c/o PDS Engineering & Construction
107 Old Windsor Road
Bloomfield, CT 06002
RE: Appl. #00-47P Ranco Collision Repair, 75 Commerce Way
Dear Mr. Festa:
At the November 1, 2000 regular meeting, the Inland Wetlands
Agency/Conservation Commission approved application #00-47P- Ranco
Collision Repair, 75 Commerce Way- Conservation application for a site
plan to construct a 5100 sq. ft. building, parking, drainage structures and
associated improvements on a 47,427 sq. ft. parcel located northerly of
Sullivan Avenue and westerly of Rye Street, (Assessor's map #121, parcel
#9) I zone. This approval is subject to the following conditions:
1. One blueprint copy of the entire set of plans and this letter
reproduced thereon, must be submitted to this Commission. This
must be completed within 65 days of approval prior to any
construction activity on the site. Plans submitted to Planning &
Zoning Commission shall be considered having met this requirement.
2. The application shall indemnify and hold harmless the Town of South
Windsor against any liability, which might result from the proposed
operation or use.
3. The permit is valid for five years and shall expire on November 1,
2005. It is the landowners)/applicant(s) responsibility to track
expiration dates and notify the Commission of a renewal request at
least 65 days prior to expiration.
Mr. Jonathan Festa
c/o PDS Engineering & Construction
November 2, 2000
Page 2
4. All approvals required must be obtained and submitted prior to any
activity on the site.
5. A contact person shall be identified on the plans.
6. We recommend a bond in the amount of$1,000 be submitted to the
Planning & Zoning Commission to ensure compliance with the Erosion
and Sedimentation Control Measures.
7. Trap hoods and 4-foot sumps must be installed in the proposed catch
basins and be shown on a revised set of plans.
Very truly yours,
Eliz eth Warren, Chairperson
INLAND WETLANDS AGENCY/
CONSERVATION COMMISSION
EW:dr
cc: Chief Building Official
Town Engineer
BOND RELEASE TRANSMITTAL /
DATE :
CONTRACTOR/DEVELOPER 'S C
NAME & ADDRESS
� jIQ Otl f RC) rum
R,4
PROJECT LOCATION/ADDRESS
. _rorA 'Y1.P rci 1Aj,j LOT F
Y
i
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P&Z- OR .IWA/CC APPLICATION NUMBER -�(`�f� 100-16
I
SUB ACCOUNT NUMBER `( OOP La
ORIGINAL BOND AMOUNT , ( ----
Please release the bond indicated above as all of the required
work has been completed.
NAME DATE
. F
Ll
93 9/a 0//° BY �� E
CHECK # ISSUED DATE
S:\ENGINEER\FORMS\Office Forms\BOND RELEASE TRANSMITTAL.doc