HomeMy WebLinkAboutSite Plan - Conservation (16) TOWN OF SOUTH WINDSOR
INLAND WETLANDS, WATERCOURSES AND CONSERVATIO TED
Application # _� Date Received Z/, Zone I
JUL �0 1998
South Windsor
INSTRUCTIONS INLAND WETLANDS AGENCY(
CONUWATION COMMISSION
1. One application with map and plans submitted in duplicate, 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.
Applicant's Name: Maneeley' s Banquet Facility,L:.;E.C.
Address: 26 Schweir Road, South Windsor,CT 06074
Phone: (home) (work) 5 2 8-6 6 2 2 (fax 4.
B. Legal owner's name: D & L Caron,L.L.C.
Address: 359 Burnham Street, East Hartford,CT 06028
Phone (home) (work) 5 2 8-6 5 4 9 (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) Maneeley ' s
1. Contact Person (if further information is.needed). Peter R. DeMal lie
(WORK) 291-8755 (FAX) 291-8757
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 Watercourses Map.
Assessor's map # 121 Parcel 15
F. Names of all abutting property owners. (use separate sheet if necessary)
See attached sheet.
G. Have you notified all abutting property owners by certified letter than an
application is pending before the Agency?
Yes . See attached letter.
_ ** (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 and
types of fill and the time element involved.
Construction of new building with associated parking,drainage, access
drives , utilities , E&S measures , grading and landscaping. Time
element: one year.
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.
J. Acreage of wetlands and watercourses to be altered: 0
K. Acreage of wetlands and watercourses to be created: 0
L. Lineal feet of proposed stream alteration: 0
M. Total land area of project and percentage which is wetlands: 5 .4 ac. /3 . 7 o wetlands
or 8 , 712 sq. ft.
N. 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.) z BA,P z C,-
0. The applicant (or designated representative) hereby attests that a sign will be
posted at the following location (s) along Rye Street frontage
by DP Name Peter R. DeMallie
on or before the fo wing date: as directed by Town staff
1
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
application bot efore and after a final decision has been issued.
//_/k� /Agent
Signature of Owner of Property
Date 7/10/98
/Agent
Signature of Applicant r
Date 7/10/98
CONNECTICUT DEPARTMENT OF ENVIRONMENTAL PROTECTION
Statewide Inland Wetlands& Watercourses Activity Reporting Form
In accordance with the requirements of Section 22a-39-14 of the Regulations of Connecticut State Agencies, this form is to
be completed for each action. Completed forms for all reportable actions during a calendar month shall be mailed to the
Commissioner by the local agency no later than the 15th day of the month fallowing the month in which the action was taken.
(See instructions on back)
1 . TOWN: South Windsor,Connecticut
2. LOCATION:(original scale copy of the USGS QUAD Map with the sitg outlined or pinpointed)
USGS QUAD MAP NUMBER: OR NAME: Manchester,Connecticut
3. APPLICANT/VIOLATOR OR PROJECT NAME.: Maneeley' s
4. ACTIVITY TYPE CODE: (see list of codes on back, max. of 4 codes) [ 12 ]
Briefly describe the activity:
Construction of parking lot &industrial building with associated
improvements .
5. ACTIVITY PURPOSE CODE: (enter only one code letter) . . . . . . . . . . [ D ]
6. AREA OF WETLANDS AND WATERCOURSES ALTERED (or proposed to be altered, temporary
or permanent, for ALL agency permits, denials and enforcement actions)
A. Wetland Area Altered: . . . . . . . . . . . . . . . . . . . . . . . . . . 1150 ACRES OR So. FT.]
(circle one)
B. Open Water Body Area Altered: . . . . . . . . . . . . . . . . . . . . ( 0 ACRES OR SQ. FT.]
(circle one)
C. Stream Alteration: . . . . . . . . . . . . . . . . . . . . . . . . . . . ( 15 LINEAR FT.]
7. AREA OF WETLANDS OR WATERCOURSES CREATED: . . . . . . . ( 0 ACRES OR SQ. FT.]
(do not include wetlands converted to open water) (circle one)
8. TOTAL AREA OF PROJECT SITE. . . . . . . . . . . . . . . . . . . . . . . [ 5 . 4± ACRES]
For Local Agency Use Only For State Use Only
9. REPORTING MONTH:
10. PUBLIC HEARING HELD: Y N GIS CODE #
1 1 . ACTION: enter letter
A. permit issued
B. permit denied
C. permit extended/amend6a
D. map amendment
E. enforcement action
F. jurisdictional ruling
12. AGENT: DATE RECEIVED
DEP/rev.1/95
USE A SEPARATE FORM FOR REPORTING EACH REPORTABLE ACTION TAKEN BY THE AGENCY
i. TOWN. The name of the municipality for which the Wetland Agency has jurisdiction.
2. LOCATION. A. Attach an 8 1/2" x 11" photocopy of that portion of the United States Geological Survey (USGS)
Quadranale Mar) with the bounds of the project site outlined (where possible) or pinpointed with an arrow. B. In the
lower right-hand corner of each USGS Quad Map there is an identifying name, write the name from the corresponding map
in the space provided, or use the corresponding number (the numbers range from 1 to 1 15)-
3. NAME. The name of the applicant for a permit, petitioner for a map amendment or jurisdictional ruling, or recipient of
the enforcement action, or the name which the owner or applicant has given to the project or the name by which the
project site is generally known.
4. ACTIVITY TYPE CODE. The activity codes which best characterize the activity being reported. More than one activity
type code can be entered.
5. ACTIVITY PURPOSE CODE. The purpose code which best characterizes the activity. Enter only one purpose code
letter.
6..AREA OF WETLANDS AND WATERCOURSES ALTERED (or proposed to be altered). Figures for Wetland Area Altered
and Open Water Body Area Altered should be provided by the applicant in the application, for areas less than one acre. the
area can be reported in square feet; Stream Alterations include the total length of river, brook stream or other perennial
watercourse altered directly as a result of the action taken, by the Agency. Include any cufvertirig (e.g. driveway,
roadway, etc.), channel improvements, rip rap installation, relocation or dredging.
7. AREA OF WETLANDS AND WATERCOURSES CREATED. The total area of wetlands or watercourses created directly or
indirectly as a result of the action taken by the Agency. This figure should not include wetlands that have been converted
to open water.
8. TOTAL AREA OF PROJECT SITE. The total acreage of the property.
9. REPORTING MONTH. The month and Year in which the action being reported was taken.
10. PUBLIC HEARING HELD. Was a public hearing held on this action, circle yes or no.
11. ACTION. The letter of the action which is being reported on the line provided. Choose enforcement when a permit
has been suspended, a notice of violation has been issued, or if an order has been issued.
12. AGENT. For the purpose of this form, "AGENT" means the town agent, secretary, agency chairman or other
commission, member responsible for submitting this form. Please PRINT.
TO CONVERT FROM SQUARE FEET TO ACRES DIVIDE SQUARE FEET BY 43 60
Mail Reporting_Forms to: DEP Inland Water Resources Division
79 Elm Street
Hartford, CT 06106-5127
Questions may be directed to the DEP Inland Water Resources Division at: 424-3019
Code#Activity TYPE Code#Activity PURPOSE
1 Filling A Residential Improvement by Homeowner
2 Excavation B New Resid. Development for Single Family Units
3 Land clearing/grubbing(no other activity) C New Resid. Development for Multi-family/Condos
4 Stream channelization D Commercial/Industrial Uses
5 Stream stabilization E Municipal Improvements
6 Stream clearance (removal of debris only) F Utility Company Improvements
7 Culverting (no roadway) (piping) G Agriculture, Forestry or Conservation,
8 Underground utilities (no other activities) H Wetland Creation/Restoration
9 Roadway/driveway construction I Storm Water/Flood Control
10 Drainage improvements J Erosion/Sedimentation Control
11 Pond dredging/Dam construction K Recreation/Boating/Navigation
L Routine Maintenance
USE ONLY 1F NONE OF ABOVE M Map Amendment
ARE APPROPRIATE N State Agency Improvements (for DEP use Only)
P Non-profit organization (churches, scouting, 4-H, etc)
12 Activity in buffer/setback area
r
Abutter List
Lot 6 Smith, Frank J. & Charlene M. , P.O. Box 354 East Windsor Hill, 06028
Lot 11 Onofrio, Daniel&Marie, 48 Commerce Way, South Windsor, CT 06074
Lot 14 Town of South Windsor, 124 Sullivan Avenue, South Windsor, CT 06074
Lot 16 Commerce Way Associates, LLC 854 Foster Street, South Windsor, CT 06074
Lot 17 Commerce Way Associates, LLC 854 Foster Street, South Windsor, CT 06074
Lot 18 Commerce Way Associates, LLC 854 Foster Street, South Windsor, CT 06074
Lot 19 Hoyt, Robert L. 154 Commerce Way, South Windsor, CT 06074
Lot 20 Hoyt, Robert L. 154 Commerce Way, South Windsor, CT 06074
Lot 21 J&M Grinding, Inc. 140 Commerce Way, South Windsor, CT 06074
Lot 22 J&M Grinding, Inc. 140 Commerce Way, South Windsor, CT 06074
DESIGN PROFESSIONALS, INC.
planners civil engineers surveyors
Transmitted via certified mail
July 10, 1998
Dear Property Owner:
Re: Maneeley's/Caron Application DPI Project No. 97-1029
Rye Street
South Windsor, Connecticut
In accordance with Section 7.3b of the "Town of South Windsor Inland Wetlands,
Watercourses, and Conservation Regulations", we are required to notify you than an application
has been filed on the property abutting yours and is subject to a hearing by the Inland Wetlands
Agency/Conservation Commission. We are also applying for site plan and resubdivision
approval from the Planning&Zoning Commission. The application and plans are on file with
the South Windsor Planning Department.
As an abutting property owner,you are invited to the IWA/CC hearing and PZC meeting
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 or meeting, if you so
desire. For further information regarding the specific dates this will be heard,please contact
Phyllis Mann, Recording Secretary, or Jeff Folger,the Zoning/Wetlands Enforcement Officer,
or Michele Lipe, Deputy Planning Director at the Planning Department, 644-2511, ext. 253, 229
or 252, respectively. Thank you.
Sincerely,
Design Pro sionals, Inc.
By: U
Peter R. DeMallie, Principal
Agent for Maneeley& Caron
cc: Town of South Windsor Planning Department/J. Folger
Phyllis Mann
Bruce Maneeley
Darrell Chaloult
David Caron
165 South Satellite Road South Windsor, CT 06074
tel. 860 291-8755 fax. 860 291-8757
July 10, 1998
Applicant: D &L Caron, LLC
359 Burnham St..
East Hartford, CT 06028
To Whom It May Concern:
D &L Caron, LLC, hereby authorize, Peter R. DeMallie &Design Professionals,
Inc. to serve as my agent for any land use applications for the Rye St. Project.
Sincerely,
Darrell R.Chaloult
July 10, 1998
Applicant: Maneeley's Banquet Facility, LLC
26 Schweir Rd.
SouthWindsor, CT 06074
To Whom It May Concern:
I, Bruce A. Maneeley, hereby authorize, Peter R. DeMallie &Design
Professionals, Inc. to serve as my agent for any land use applications for the Rye St.
Project.
Sincerely,
6'�
Bruce A. Maneeley
HIGHLAND SOILS LLc
July 14, 1998
Mr. Peter DeMallie
Design Professionals, Inc.
165 South Satellite Road
South Windsor, CT 06074
RE: MANEELEY'S
RYE STREET
SOUTH WINDSOR, CT
Dear Peter:
The inland wetland boundaries on the above-referenced
property were field delineated on June 24, 1998. The wetlands
were field delineated in accordance with the standards of the
National Cooperative Soil Survey and the definition of wetlands
as found in the Connecticut General Statutes, Chapter 440,
Section 22A-38. I have reviewed the plans prepared by your
office (dated 7-10-98) and have found the representation of the
field delineated wetlands to be substantially correct.
The wetlands consist of a man-made drainage ditch (flags 1-
10 and 35-43) and natural watercourse. The wetland area between
flags 51-57 contains poorly drained soils of the Walpole Series.
The remainder of the mapped wetlands were identified as based on
the watercourse definition of wetlands.
The upland soils to the east of the mapped wetlands include
the moderately well drained Sudbury and Ninigret Series.
Somewhat poorly drained soils of the Ninigret Series were also
found to the east of the wetlands. Both upland soils overlay
deposits of sand and gravel. The soils of the Ninigret Series
tend to be sandier than the soils of the Sudbury Series which do
contain gravel in the substratum. Below a depth of five or more
feet, lacustrine clay deposits were noted.
If you have any questions please call me at 742-5868.
Very truly yours,
RECr ! John P. Ianni
LiVLD Professional Soil Scientist
AIL 291998
SOVIN vallMa PLANNING IIE"-
let98146
P.O. Box 337, Storrs, Connecticut 06268 • (860) 742-5868
esign
rofessionais, wjhdsbv �
`CONSERVATION C4)(VIV]k8M
Civil Engineers • Planners • Surveyors CIS
Hydrologic Study
for
Maneeley's Banquet
Facility, L.L.C.
South Windsor, Connecticut
Proj. No. 98-1029
A
2
K fi.
A
:maw'
July 29, 1998
Table of Contents
Summaryand Conclusions ............... ..............................................................................1
Introduction ....................................................................................................................2
Methodology..............................................................:........................ .....................3
Proposed Drainage Basin A x I Calculations................................................................A-5
Proposed Storm Drainage Calculations ........................................................................6-7
Calculationssheet....................................................................................8
Rainfall intensity chart for Hartford................................................................9
Chart 3 time of concentration......................................................................10
Drainage area map fold out........................................................................I 1
Drainage Summary
July 29, 1998
Maneeley's Banquet
Facility,L.L.C.
File no. 98-1029
Existing Proposed
Runoff Development
2 year storm 2.0 5.0
10 year storm 3.3 7.9
25 year storm 3.9 9.8
50 year storm 4.5 10.7
100 year storm 5.0 11.7
in C.F.S.
A 49-minute time of concentration was used for the runoff calculations for existing
conditions. The Bio-filter increases the time of concentration for the proposed conditions
from approximately 12 minutes to 34 minutes. No detention is proposed, it is understood
that the industrial park has a detention basin further down stream.
Conclusions
The use of a bio-filter and sedimentation basins will act to clean the runoff and
preserve the quality of the stream leaving the property
Introduction
The subject of this drainage study is approximately 5.4 acres located on the
northern side of Rye Street in South Windsor, Connecticut.
Under existing conditions, the site drains to the northwest towards a stream
adjacent to the boundry of the property The site is a farm land with some wooded area
along the stream.
The proposed improvements to the site include the construction of a Banquet
facility with corporate offices, kitchen, storage, parking for 199 vehicles, and a storm
water management system including a biofiltration basin. Under proposed conditions, the
site will drain to the biofiltration basin and then to the existing stream.. The total
discharge of 7.9 cfs, for a ten year storm.
Methodology
The rational method was used to determine 2, 10, 25, 50 and 100 year storm
discharges for pre-existing and for proposed conditions.
x
Drainage Study
A x I Calculations
Existing Conditions Acres I A x I
for Drainage
Impervious 0 0.9 0.000
Pervious 5.48 0.3 1.644
1.644
Proposed Conditions
CB1 Impervoius 0.21 0.9 0.189
Pervious 0.04 0.3 0.012
0.201
CB2 Impervious 0.03 0.9 0.027
Pervious 0.01 0.3 0.003
0.030
CB3 Impervious 0.4 0.9 0.360
Pervious 0.08 0.3 0.024
0.384
C134 Impervious 0.065 0.9 0.059
Pervious 0.001 0.3 0.000
0.059
CB5 Impervious 0.18 0.9 0.162
Pervious 0.08 0.3 0.024
0.186
CB6 Impervious 0.25 0.9 0.225
Pervious 0.09 0.3 0.027
0.252
CB7 Impervious 0.09 0.9 0.081
Pervious 0.03 0.3 0.009
0.090
C68 Impervious 0.22 0.9 0.198
Pervious 0.05 0.3 0.015
0.213
C69 Impervious 0.41 0.9 0.369
Pervious 0.17 0.3 0.051
0.420
CB10 Impervious 0.2 '0.9 0.180
Pervious 0.13 0.3 0.039
0.219
CB11 Impervious 0.3 0.9 0.270
Pervious 0.04 0.3 0.012
0.282
7/31/98 R. A.
Drainage Study
A x I Calculations
CB12 Impervious 0.38 0.9 0.342
Pervious 0.1 0.3 0.030
0.372
F/D Impervious 0.034 0.9 0.031
Pervious 0 0.3 0.000
0.031
BIO FILTER Impervious 0 0.9 0.000
Pervious 0.46 0.3 0.138
0.138
7/31/98 R. A.
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RAINFALL INTENSITY CHART IN INCHES PER HOUR
F. HARTFORD , CT
MINUTES
STORM
(YRS) 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 120 21 22 23 24 25 1 26 27 128 29 30 31 32
2 4.1 3.8 3.6 3.4 3.2 3.1 3.0 2.9 2.8 2.6 2.5 2.4 2.3 2.3 2.2 2.2 2.1 2.1 2.0 2.0 1.9 1.9 1.8 1.8 1.7 1.7 1.7 1.7
10 6.2 5.6 5.4 5.3 5.0 4.7 4.5 4.4 4.3 4.1 4.0 3.9 3.8 3.7 3.5 3.4 3.3 3.3 3.2 3.2 3.1 3.0 2.9 2.9 2.8 2.7 2.6 2.6
4
25 7.1 6.7 6.4 6.1 5.7 5.6 5.4 5.2 5.0 4.9 4.7 4.5 4.4 4.3 4.2 4.1 4.0 4.0 3.9 3.8 3.7 3.6 3.5 3.5 3.4 3.3 3.2 3.2
50 7.7 7.4 7.0 6.7 6.5 6.1 6.0 5.8 5.6 5.4 5.2 5.1 5.0 4.9 4.7 4.6 4.5 4.4 4.3 4.3 4.2 4.1 4.0 3.9 3.8 3.7 3.6 3.6
100 8.4 8.0 7.6 7'.3 7.0 6.8 6.6 6.4 6.2 6.0 5.8 5.6 5.4 5.2 5.1 5.0 4.9 4.8 4.7 4.6 4.5 4.4 4.3 4.2 4.1 4.0 3.9 3.8
MINUTES
STORM
(YRS) 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60
2 1.6 1.6 1.6 1.5 1.5 1.5 1.4 1.4 1.4 1.3 1.3 1.3 1.3 1.3 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1. 1 1.1 1.1 1.1
10 2.6 2.5 2.5 2.5 2.4 2.4 2.3 2.3 2.3 2.2 2.2 2.1 2.1 2.1 2.0 2.0 2.0 2.0 1.9 1.9 1.9 1.9 1.8 1.8 1.8 1.8 1.8 1.8
25 3.1 3.1 3.0 3.0 2.9 2.9 2.8 2.8 2.7 2.6 2.5 2.5 2.5 2.5 2.4 2.4 2.4 2.4 2.3 2.3 2.2 2.2 2.2 2.2 2.2 2.1 2.1 2.1
50 3.5 3.4 3.3 3.3 3.2 3.2 3.1 3.1 3.0 3.0 2.9 2.9 2.8 2.8 2.8 2.7 2.7 2.7 2.6 2.6 2.5 2.5 2.4 .2.4 2.4 2.4 2.4 2.3
100 3.8 3.7 3.7 3.6 3.6 3.6 3.5 3.5 3.4 3.4 3.3 3.3 3.2 3.2 3.2 3. 1 3. 1 3.0 2.9 2.9 2.8 2.8 2.7 2.7 2.7 2.7 2.6 2.6
CHART 2
January 1
55
4000 w
z
3000 50
H
0
Z000 a 45
40
1000
35
900
800 v!
700 H
600� Z 30
500 �� (n .
PAV ED W =_
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EXAMPLE 'A' >> EXAMPLE 8 --
LENGTH: 700 FEET n LENGTH: 100 FEET
PAVED DENSE GRASS
SLOPE: 1.0 % SLOPE: 6.0
TIME: 10 MINUTES TIME : 13 1/p MINUTES
TOWN OF SOUTH WINDSOR NOMOGRAPH FOR DETERMINING APPROVED
STANDARD DETAIL TIME` OF CONCENTRATION
_
JANUARY, 1991 (CHART 3)
REVISED: PUIIL1C WORKS DIRECTOR
"OWN Sf4
5 e 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
SOR-CO'�� AREA CODE 860/644-2511
To: Design Professionals
165 So. Satellite Road
South Windsor, CT 06074
From: Jeffrey H. Folger-Zoning/Wetland Enforcement Officer
Date: August 6, 1998
Re: App. #98-41P - Review of the proposed Maneeley' Banquet facility - Plans dated 7/31/98.
I have reviewed the proposed plan with the following comments:
I. Item#4 should be amended to read: "All erosion control measures are to be inspected,
maintained, or replaced on a weekly basis or within 24 hours of a storm event".
2. Sediment and Erosion Control Notes: Items 4,5,6, and 12 contain typographic errors and
should be corrected.
3. CB#10 and 12 have an icons for a sedimentation structure. �CB# 12 is not labeled as such.
There is no detail for a sediment structure on the plans.
4. A detail to correspond with#14 of the E&S Narrative should be included in the plans.
CC IWA/CC
Town Engineer
Dir. of Planning
Lv��/CC
SOyMN Sf4<
m 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
tidSOR•CO AREA CODE 860/644-2511
To: Design Professionals
165 So. Satellite Road
South Windsor, CT 06074
From: Jeffrey H. Folger -Zoning/Wetland Enforcement Officer
Date: August 6, 1998
Re: App. #98-41P - Review of the proposed Maneeley' Banquet facility -Plans dated 7/31/98.
I have reviewed the proposed plan with the following comments:
The plan shows a gravel access road exiting onto Commerce Way. I believe there is a high
likelihood that this area will be used as access to the site as well as the one shown on the plans.
An anti-tra�king-pad. pds to be installed in this area and be shown on the plans.
(reduce
he proposed building will comprise a little over 10% of the impervious surface site. To
stormwater discharge to the stream and return some of the runoff into the ground for
charge I strongly recommend that all of the roof runoff be returned to the ground via
rators.
__..
The IWA/CC application needs to be amended to reflect the amount of disturbance in regulated
areas.
MEMORANDUM
TO: Jeffrey H. Folger, Zoning/Wetlands Enforcement Officer
FROM: Jerry C. Iazzetta, Town Engineer
DATE: August 10, 1998
RE: Maneeley's Resubdivision/Site Plan
We have reviewed the plans dated July 31, 1998, received August 5, 1998, for the
proposed Maneeley's Resubdivision/Site Plan and have the following comments:
1. Riprap pads must be dimensioned and a detail provided.
2. Roof drainage is not addressed.
JCl/sfg
P&Z/maneeleys/memo810
MEMORANDUM
To: South Windsor Inland Wetland/Conservation Commission.
From: Jeffrey H. Folger-Zoning/Wetland Enforcement Officer
Date: August 11, 1998
Re: Review of the proposed Maneeley's Banquet facility Commerce Way, Plans dated
7/31/98.
The project is to construct a 16,500sgft building, located on lot#42 Commerce Way by
resubdivision. Proposed disturbance is estimated at 9300sgft.
I
Site: The site is located in the Scantic River watershed. The parcel is comprised of 5.38
acres. The site is 90% level, comprised of light shrub and open grass with a forested area
to the southwest along a small watercourse.
The watercourse channel on the site is approximately 4 to 6 feet wide with steep slopes 3
to 5 feet deep. I would estimate the average base flow to be 1 to 2 feet wide and 1 to 3
inches deep. At the time of the site evaluation, August 4"', there was no water flowing in
the channel. The plan proposes to discharge stormwater to the southwest to a wet swale
and then to the watercourse.
There are sediment structures planned prior to discharge into the biofilter.
Impacts: The site is comprised of medium and fine sands. The level portion of the
property is comprised of Sudbury Fine Sandy Loam (SsA), erosion potential is listed as
low in this area. Proposed erosion controls appear to be adequate to control migrating
sediments.
Approximately 10% of the total proposed impervious area is roof. I have recommended
to the design engineer that runoff from this area be introduced into the ground via
infiltrators to reduce flow quantities to the common detention basin and maintain ground
water recharge.
MEMORANDUM
TO: Jeffrey H. Folger, Zoning/Wetlands Enforcement Officer
FROM: Jerry C. Iazzetta, Town Engineer
DATE: Aupst 998
RE: Maneeley's Resubdivision/Site Plan
l��►�-�� 8-J/-98 /3
We have reviewed theAplans dated 3 1998, received August,V,, 1998, for the
proposed Maneeley's Resubdivision/Site Plan and have the following comments:
aliprap,pads must be dlrnemle�����.
Roofadd�ss®dr _
AT A-af
]Cl/sfg
M/maneeleys/memo810
MEMORANDUM
TO: Jeffrey H. Folger, Zoning/Wetlands Enforcement Officer
FROM: Jerry C. Iazzetta, Town Engineer
DATE: August 17, 1998
RE: Maneeley's Resubdivision/Site Plan
We have reviewed the revised plans dated August 11, 1998, received August 13,
1998, for the proposed Maneeley's Resubdivision/Site Plan and have the following
comments:
1. Roof leader from building to level spreader requires rip-rap pad.
JCl/sfg
P&Z/maneeleys/memo aug 17
Spy1N SEA
Tawn 0-"e S-Otzm ?dbid44,0t
cp
m 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
f�osOR•CON AREA CODE 860/644-251 1
August 24, 1998
Certified Mail
Maneeley's Banquet Facility, LLC
26 Schweir Road
South Windsor, CT 06074
Dear Madam/Sir:
Re: Appl #98-41P, Maneeley's Banquet Facility/Rye Street
At the August 17, 1998 special meeting, the Inland Wetlands Agency/Conservation
Commission approved appl #98-41 P, Maneeley's Banquet Facility, LLC - IWA/CC
permit for the construction of a 16,516 sq. ft. building and associated improvements
on property located northerly of Rye Street and northerly of Sullivan Avenue, I zone,
Assessor's map #121, parcel 15 as shown on plans prepared by Design Professionals,
Inc., Job. No. #98-1029 and revised through August 11, 1998. 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
8s 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 August 17, 2003. It is the
landowner(s)/applicant(s) responsibility to track expiration dates and notify the
Commission of a renewal request at least 65 days prior to expiration.
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 $5,000 be submitted to the Planning 8�
Zoning Commission to ensure compliance with the Erosion and Sedimentation
Control Measures.
7. The biofilter in the swale will be accepted as mitigation for the wetlands taken in
this project.
8. If the soil permeability allows for more drainage, dry well/ will be
installed to accommodate first flush flows.
Very truly yours,
INLAND WETLANDS AGENCY/
CONSERVATION COMMISSION
Elizabeth A. Warren, Chairman
EAW/pmm
Cc: Chief Building Official
Planning & Zoning Commission
Town Engineer
Design Professionals, Inc.
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