HomeMy WebLinkAboutApplication Metals Testing TOWN OF SOUTH WINDSOR
PLANNING& ZONING COMMISSION
APPLICATION FORM
Application No "- 3 2
Official FREEpOf ial Recei t Date:PSCAN
Receipt No: p,1 NE--D
NING OEPT.
APPLICANT: Linbob LLC
PROJECT NAME: Metals Testing
ADDRESS: 66 Kimberly Drive
OWNER OF RECORD ON LAND RECORDS: Linbob, LLC
ADDRESS: 80 Kimberly Drive, South Windsor, CT 06074
COMPLETE LOCATION OF PROPERTY: _ _ West of John Fitch Blvd.,North of Kimberly Drive
ASSESSOR'S MAP # 97 PARCEL# 19-11 ZONE I
NAME, ADDRESS, TEL 8a FAX #OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED:
Andrew J. Krar, P.E., Design Professionals, Inc., 425 Sullivan Avenue, South Windsor, CT 06074
(860) 291-8755-phone (860) 291-8757-fax Estimated presentation time: 30 min.
THIS APPLICATION IS FOR: (Check all that apply):
❑ Zone Change to (Public Hearing required and Certificate of Mailing)
❑ Subdivision/Resubdivision ❑ Open Space Subdivision (Public Hearing Required)
❑ Subdivision ❑ Minor ❑ Major
❑ Resubdivision (Public Hearing Required) ❑ Minor ❑ Major
❑ Conditional Approval
❑ Special Exception to Article (Public Hearing, Certificate of Mailing)
® Site Plan of Development
❑ General Plan of Development - State Hearing per Section 14-55 for
❑ Earth Filling(Sec. 15) and/or Earth Removal (Sec. 14 - Public Hearing Required)
❑ Regulation Amendment ❑ Zoning ❑ Subdivision - Attach proposed amendment (Public Hearing Required)
❑ Temporary and Conditional Permit for(Public Hearing Required)
❑ In Law apartment/Accessory Apartment (Public Hearing Required)
❑ Major Home Occupation for(Public Hearing Required)
❑ Other (explain in detail)
An Application Pending sign is required to be posted on the property for all application ten (10) days
prior to being heard by the Commission.
Signature pplicant Signature of perty O ner
P.O.BOX 1167
425 SULUVAN AVENUE
SOUTH WINDSOR,Cr 06074
PHONE:860.291.8755
FAX:860.291.8757
G v� 1AN6 20„ www.designprofessionalsinc.com
CIVIL & TRAFFIC ENGINEERS / PLANNERS/ SURVEYORS /GIS ANALYSTS / LANDSCAPE ARCHITECTS
Serwng Connecticut, Massachusetts, *Rhode Island
:
• LETTER OF TRANSMITTAL
To: Michele Lipe Date: 9/26/2011 DPI Project No. 3064
South Windsor Town Planner Re. Metals Testing Corporation
1540 Sullivan Avenue 66 Kimberly Drive
South Windsor, CT 06074 IWA/CC&PZC Applications
:
WE ARE SENDING YOU: ® Attached ❑ Under separate cover via the following items:
❑ Shop Drawings ❑ Prints ❑ Renderings ❑ Specifications
❑ Copy of Letter• ❑ Change Order ❑
• COPIES DATE NO. DESCRIPTION
15 IWA/CC application
1 client check for IWA/CC application fee($260.00)
1 PZC Site Plan application
1 client check for PZC application fee($125.00)
5 9/26/11 sets of site and architectural plans
2 9/26/11 Storm Drainage Summary
• These are transmitted as checked below:
® ForApproval ❑ No exceptions taken ❑ Resubmit copies for approval
• ❑ For your use ❑ Make corrections ❑ Submit copies for distribution
❑ As requested ❑ Revise and Submit ❑ Return corrected prints
❑ For review and comment ❑ For bids due ❑ Prints returned after loan to us
REMARKS:
Also included:
• 13 copies-Traffic Statement
2 copies-Site Plan Checklist
1 copy-Letter from John lanni of Highland Soils, LLC dated May 17, 2011
SIGNED: CC:
Benja ' P.Wheeler,RLA,Director of Operations
TOWN OF SOUTH WINDSOR CHECKLIST
REQUIRED INFORMATION SITE PLANS
APPLICANT L iel 8 o s , L L C
PROJECT NAME MET A L 5 Tes T► NC CoMPANI �(o K4MBEPeL� DRly�
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.
1. On each sheet for plans or maps, title block with the following information:
a. Name, address and telephone of applicant.
b. Name, address and telephone number of Land Surveyor or Professional
Engineer.
Jc. Name of Development.
J d. Date when drawings were made.
J2. Key Map: An overall map drawn to a scale of 1 inch equals either 100 feet or
200 feet. This map will show the overall design of the Development and
surrounding property within 500 feet.
Ja. Data block which gives needed zoning information such as percentage of
lot coverage, acreage of tract, number of apartment units, parking
requirements, etc.
b. Outline of buildings.
Jc. Layout of streets.
d. Surrounding property boundaries-within 500 feet.
J e. Names of abutting property owners.
f. Proposed open spaces and recreation areas.
g. Driveway cuts on abutting properties and any properties across from
proposed site.
h. Distance to and name of nearest intersection street.
3. Architectural Elevations: See attached checklist for Architecture and Design
Review.
i
J 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:
J 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 R b. Proposed streets and street lines with center line station, curve data, and
parking spaces.
J c. Building lines in accordance with zoning regulations.
J d. Proposed buildings and other structures, including signs, outside lighting,
and dumpsters (on concrete pad and screened).
nl e. Easements, noting grantors, grantees, and purpose must be shown in
table format, e.g. below
Grantor Grantee Type of Date Filed Vol/Pg
Easement
J f. Names of abutting property owners.
N g. Monuments will be indicated at corners and angles of all streets and at all
points of curvature and tangency. The monumented points within
proposed site shall be coordinated. These coordinates shall appear in
tabular form on the plot plan. The accessibility of these CGS points shall
be determined by the Town Engineer.
h. All open space or other common or public land uses shall be indicated.
i. A-2 certification; P.E./L.S. Seal.
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:
y a. All existing and proposed buildings.
J b. Curb Lines and pavement width, sidewalks.
J c. Existing and proposed sanitary sewers.
d. Existing and proposed water and-all existing utilities.
2
Je. Present wooded area indicated by foliage lines. Any trees to be saved
should be shown.
J 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.
Jg . Regulated wetlands and 100-year floodplain or note that none are
present.
h. Proposed storm drainage system, showing all catch basins, endwalls,
manholes, lengths and sizes of pipes and elevations of structures.
(Maximum distance between catch basins shall be 300 feet and minimum
size of storm drain lines shall be 15 inches, within Town ROW.) If
plan/profile sheet is provided all of this does not need to be shown. Only
top of frame elevations and inverts of open discharge pipe shall be shown
on this plan.
I i. Connections of all springs into proposed storm drainage system as
needed.
Ij. Location and indications of existing brook channels, and 100-year flood
limits.
J k. A-2 &T-2 Certification; P.E&L.S. Seals.
y 6. Landscaping plan
7. Drainage calculations: - Zero Runoff Increase per attached guidelines.
Y 8. Traffic Report
9. Site Lighting Plan
,Q I 10. 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.
J b. Street plan showing roadways, drainage, sanitary sewer (including house
sewer), foundation drains, lot lines, buildings including all utilities with
/ elevations (top frame and inverts), size, type, length, slopes of pipes.
y c. Sight line at driveway&street intersections.
3
a d. Profile of roadway showing existing and finished grades. Roadway profile
will show all tangent grade and all vertical curve information.
N 0 e. Profile will show all catch basins and all drainage lines between catch
basins with all invert and top of frame elevations, sizes, lengths and
slopes of pipes.
N I f. Where any storm drainage line discharges into an existing brook sufficient
profile of this brook will be shown to determine conditions.
g. CGS 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.
►� h. Profiles shall show all sanitary sewer lines and manholes, including
elevations, (inverts, top of frame) sizes, lengths, and slopes of pipes.
Top of foundation elevations for building shall be shown.
11. 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.
I12. 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.
ZPfA � i2� II
N PREPARER (P.E./L.S.) DATE
February 2002; Rev. 4-04
4
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Traffic Statement
Metals Testing Company
66 Kimberly Drive
South Windsor, Connecticut
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Prepared by: �� ►►►►► ``
Design Professionals, Inc.
425 Sullivan Avenue
South Windsor, CT 06074
esign
rofessioMIS
September 26, 2011
Table of Contents
Section Page
1 Introduction 1
2 Projected Traffic Volumes 1
3 Sight Line Analysis 2
4 Conclusion 2
Appendix
Trip Generation Computations
1. Introduction
Metals Testing Company is proposing to construct a new manufacturing facility at 66
Kimberly Drive. The property is 2.11 acres and under existing conditions undeveloped
and predominately wooded. The site is adjacent to Metal Testing's existing facility at 80
Kimberly Drive.
The new building will be 12,842 square feet and structurally connected to their existing
building at 80 Kimberly Drive via a hallway corridor. The new building will be served by
paved parking and truck loading area. Thirteen parking stalls are proposed and a 24 feet
wide driveway connecting to Kimberly Drive will provide for ingress and egress
maneuvers.
Kimberly Drive traverses east-west and connects to John Fitch Boulevard(Route 5)at its
terminus. It is anticipated that all motorists exiting the site will turn left onto Kimberly
Drive and travel east to Route 5. At the intersection turning left is prohibited. Therefore,
vehicles must turn right and travel southbound.
2.Proiected Traffic Voldmes
The Institute of Transportation Engineers (ITE)publishes trip generation data that has
over the years been voluntarily submitted by various state and local governmental
agencies, consulting firms,university and colleges, developers, etc. The compilation of
the data is published in their Trip Generation report. This document provides traffic
engineers and planning officials with a guide to help determine vehicular trip generation
rates for numerous proposed building types and land uses. The seventh edition of Trip
Generation was consulted during preparation of this traffic statement.
Trip Generation uses statistical regression equations to compute 2-way, 24-hour traffic
volumes and peak hour volumes produced by a given building type or land use. These
traffic volumes are then split by ratios that represent entering and existing traffic.
The new 12,842 square foot building will be used for manufacturing. Table 1 below
summarizes the additional vehicular trips that can be expected following the opening of
the new Metals Testing facility, during the peak morning and afternoon commuting
hours. The Trip Generation computations are provided as Appendix A.
TABLE 1
A.M.Weekday P.M.Weekday
Building Area Peak Hour(vehicles) Peak Hour(vehicles)
Use (Sq. Ft.) Enter Exit Total Enter Exit Total
Manufacturing 12,842 7 4 11 5 5 10
The forecasted Trip Generation estimates above are likely conservative since at this time,
officials at the Metals Testing Company estimate that the addition of only five(5)
employees will result following the opening of their new facility.
3. Sieht Line Analysis
The sight lines at the proposed driveway provided for motorists as they exit the site onto
Kimberly Drive were reviewed. Looking right, sightline is approximately 275 feet. To the
left, sightline is clear to John Fitch Boulevard at approximately 820 feet. Kimberly Drive
does not have a posted speed limit. However, for the purpose of this analysis a 25 mile-
per-hour design speed was assumed.AASHTO's Policy of Geometric Design of
Highways and Streets offer guidelines for acceptable sightline distances for vehicles
turning from a stopped condition onto a roadway. These guidelines were adhered to as
part of this analysis. The analysis indicates that sight line distances will be adequate for
vehicles making both left turning(looking right) and right turning(looking left)
maneuvers to Kimberly Drive, from the new site driveway. Table 2 below provides a
summary of the sight line analysis.
TABLE 2
Intersection Sight Line Analysis
(Vehicles turning onto Kimberly Drive from site driveway)
Manuever Required Sight Line Provided Sight Line
(Feet) (Feet)
Turning Left 280 280
Turning Right 240 820+'"
4. Conclusion:
Due to the insignificant projected volume of new site generated traffic as part of the new
development, it is anticipated that a negligible impact to the surrounding roadway
network will result as consequence. Furthermore, it is understood that since the time
when overall planning for the industrial park in which this proposed development is
located took place during the 1980s, it has been expected that the subject parcel would
eventually be fully built to its capacity as permitted by the Town of South Windsor.
Adequate sight lines will be provided for exiting motorists as they maneuver onto
Kimberly Drive.
12 i S 12 S F Me-rALS less 4 G
G� k►Mbe�ly D�lile
-.
IPW
Manufacturing
(140)
Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area
E R I N on a: Weekday, E x t T i N G
TRIPS A.M. Peak Hour of Generator
`f2 s.F x X G2 / - 7TZiPs 12� 8`12 s. A. o.�8 T�ifs x32'I = 4TRIP
I►ono S.F. I®oOs.F
Number of Studies: 50
Average 1000 Sq. Feet GFA: 370
Directional Distribution: 68% entering, 32%exiting
Trip Generation per 1000 Sq. Feet Gross Floor Area
Average Rate Range of Rates Standard Deviation
0.78 0.10 8.75 1.01'
Data.Plot and Equation
3,000
2,000 - • •---
a X
y X
U ,
QD
N X
CD
3� L
d Q :
1,000 ------ -- - --- ----- ___ -_-____ - - -_______- _-__
F L llllll
!— X
X _
X
X
X X
X'
X X
X
0 1000 2000 3000
X=1000 Sq.Feet Gross Floor Area
"stclG�i�Parrrc�s Fnf�a'Ccrrve ------ Average Rafe
x — Fitted Curve Equation_ T=0.83(X)-17.71 R2=6.81
_� ration,7th Edition 173 institute of Transportation Engineers
manummuring MCTALS IeSIIN b
�9ulLD1A1G :z 12l ?g2 S.0 (140) G6 kltAbeeo bits L
Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area 91Z�I e 1
On a: Weekday,
E.NTEZI N G P.M. Peak Hour of Generator
o.�SY�iPS _ tS IIapS ExITiN G
, 2`f2 s.F x x52I 121?g2 S.r o.�S-nei�s
1000 S. Number o u le s: 50 -�P
Average 1000 Sq. Feet GFA: 370
Directional Distribution: 52% entering, 48% exiting
Trip Generation per 1000 Sq. Feet Gross Floor Area
Average Rate Range of Rates Standard Deviation
0.75 0.09 - 7.85 0.98
Data Plot and Equation
1,800
1,700 X - ---
1,600 - ----- - - - - - --- -- X--- • --•-- - ---- - --- - ---
.x > X
1,500 -- ---- •---- --
1,400 -- -- - ------ - --- - - - • -- - - -- --- -- . - - ---- - --- - - - - - - - -
rt, 1,300 --- - - . . . - - - - ---- - -----
Cl)
c 1,200 - -- - • • - -- ---- - . . .. .......
LU
B1;100 - - - - - -- ----- - . . . .. ... .. . . .-•-- -- •-
F
1,000 ----- --- ------ - -- ---- --- ---
900 - -- • ------ - ---- -- - -------- - - - -- ---- -
i� 800 - --- -- - - --- ----- - - ---- - ---
> 700 - --- - -- ----X .. :. .- • - - ---- - - - - -- - --- - -
.
11 600 -•- -- - --
500 - --- - - ------ - • -- --- - - -X -- - -- - --- - - - --- -
400 - ---- - ;
300 ------ -- -X- - - --- -- - - - --- - - ---- - - - - - - -- • ---- • • -- --• - - --- • --- -
X X
200 ----X - -
�f XX X X ----- -- ------ - -•.
100 X X - - ---- - - - - ----• ---- -- - - - ---- - - - - ---
X -- ----
X
' 0
0 1000 2000 3000
X=1000 Sq.Feet Gross Floor Area
X Actual Data Points Fitted Curve ------ Average Rate
Fitted Curve Equation: T=0.76(X)-5.15 R2=0.83
Trip Generation,7th Edition 174 Institute of Transportation Engineers
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m . 1540 SULLIVAN AVENUE • SOUTH WINDSOR,CT 06074
SOR-co TELEPHONE(860)644-2511
Certified#10081300000145787366
October 6,2011
Design Professionals,.Inc.
Attn: Andrew Krar
425 Sullivan Avenue
South Windsor,CT 06074
RE: Appl.#11-32P—Metals Testing—66 Kimberly Drive
Dear Mr. Krar:
At the October 5,2011 regular meeting,the Inland Wetlands Agency/Conservation Commission approved
Appl.#11-32P—Metals Testing—66 Kimberly Drive—IWA/Conservation Commission Erosion site plan
application for the.construction of an industrial building, parking, stormwater structures and associated
improvements. The site is located northerly of Kimberly Drive. Industrial(1)Zone,with the following
conditions:
1. The final approved copy of the entire set.of plans and this letter reproduced thereon must be
submitted to the Planning Department. 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 October 5, 2016. 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.
4. Bond shall be collected in the amount of$5,000 to ensure proper placement and maintenance of
erosion and sediment controls.
5. All approvals required must be obtained and submitted prior to any activity on the site.
6. A contact person shall be identified on the plans.
7. Roof leaders to be installed to discharge run-off to splash pads at grade.
Very truly yours,
INLAND WETLANDS AGENCY/
CONSERVATION COMMISSION
Elizabeth Warren,Chairperson
EW/dt
cc: Town Planner/..
Chief Building Official
P.O.BOX 1167
425 SULLIVAN AVENUE
SOUTH WINDSOR,CT 06074
0 ign PHONE:860.291.8755
I� FAX:8onalsi .8757
c.com
www.designprofessionals inc.com
CIVIL & TRAFFIC ENGINEERS I PLANNERS I SURVEYORS /GIS ANALYSTS I LANDSCAPE ARCHITECTS
Serving Connecticut, Massachusetts, Rhode Island
•
October 24, 2011
Town of South Windsor, CT
Attn: Mr.Jeffrey Doolittle, P.E. - Town Engineer
1540 Sullivan Avenue
South Windsor, CT 06074
Re: Responses to Town Staff Comments DPI No.: 3064
•
Metals Testing Application 11-32P
• Dear Mr. Doolittle:
Our office has received your site plan comments for the above referenced project. Comments are
listed by number below followed by our response in bold.
•
1. Any concrete curb by the sidewalk or other places should be labeled on the plans.
•
•
Concrete curbing will be clearly annotated on the final set of submitted plans.
2. The Stormceptor particle separator needs to be sized for the water quality flow per the CT
DEP Stormwater Quality Guidelines. It is not clear if this was done.
s
Using the methodologies presented in Chapter 7 of the DEP manual, a WQF of 0.50 cfs was
computed. This WQF was used as a site parameter input while using Stormceptor's computer
software to determine the appropriate model. A printout of this additional analysis will be
provided.
3. 1 suggest moving the yard drain basin that is shown to the north of the parking spaces,
toward the building so it is not in the way of any future extension of the sidewalk or parking
spaces.
Catchbasin will be moved.
• 4. The sanitary sewer lateral and water lines need to be separated by at least 10 feet per the
State Health Code.
The existing sanitary lateral and 6" fire service stub are approximately 7 feet apart. Site plans will
be revised to increase the separation distance to achieve 10 feet, between the fire service and
sanitary sewer within the site.
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• October 24,2011
• Page 2
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5. What is the reason for the oil water separator and how was it sized?
•
The oil water separator will service proposed floor drains in the building. At this time, the
required size is uncertain. Our office will coordinate with the WPCA and architect.
• 6. An easement must be provided to the Town for access and monitoring of the sanitary
sewer manhole in front of the building. I suggest this easement area be at least 20 feet
wide by 20 feet long.
Easement will be provided as described above.
7. WPCA review and approval is needed for this site plan.
f
We have submitted application to WPCA and expect to be heard during their next meeting on
November 1, 2011.
Should you have any questions or require any additional information. Please feel free to contact
our office.
Sincerely,
Andrew Krar, P.E.
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♦ G:\jobs\3064\DocsyCorrespondence\Sent\2011 1024 Response to Town Comments\2011 1024 Response to Comments.doc , *jn
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REAR ELEVATION
PERMITS/INSP PAYMENT RECPT#: 20521352
TOWN OF SOUTH WINDSOR
1540 SULLIVAN AVENUE
SOUTH WINDSOR CT 06074
DATE: 09/26/11 TIME: 16:19
CLERK: mariadace DEPT:
CUSTOMER#: 0
PARCEL:
CHG: DEP DEP FEE 125.00
AMOUNT PAID: 125.00
PAID BY: ANDREW KRAR
PAYMENT METH: CHECK
39441
REFERENCE:
AMT TENDERED: 125.00
AMT APPLIED: 125.00
CHANGE: .00
PLANNING DEPARMENT
IN-HOUSE REFERRAL FORM
DATE: 9/26/11
TO: Matt Galligan, Fred Shaw, Michael Gantick, Rich Bond, Walter Summers, Jeff Doolittle
Ray Favreau, Karl Reichle, Mark Owens, Chris Dougan, Sherry Roy, Ron Asselin,
John Caldwell, Dennis Sheridan
FROM: Michele Lipe, AICP, Town Planner
The Planning&Engineering Departments have received plans for the following projects:
Appl 11-32P, Metals Testing Site Plan
Location: 66 Kimberly Drive
N Site Plan ❑ Subdivision No. Acres 2 Zone I
N Industrial ❑ Commercial ❑ Residential No. Lots/Units
Water: N Public ❑ Private Well Sewerage: N Public ❑ Septic System
Project Description: 12,000+Industrial Building
Future Town-owned property involved? ❑ Yes N No
❑ new street(s) ❑ new detention area
❑ new open space/recreation area ❑ active ❑passive
Planning Department notes:
Please comment by 10/7/11 and return to the Planning Department.
Certified#70081300000145787366
October 6, 2011
Design Professionals, Inc.
Attn: Andrew Krar
425 Sullivan Avenue
South Windsor, CT 06074
RE: Appl. #11-32P—Metals Testing—66 Kimberly Drive
Dear Mr. Krar:
At the October 5, 2011 regular meeting, the Inland Wetlands Agency/Conservation Commission approved
Appl.#11-32P—Metals Testing—66 Kimberly Drive—IWA/Conservation Commission Erosion site plan
application for the construction of an industrial building, parking, stormwater structures and associated
improvements. The site is located northerly of Kimberly Drive. Industrial (1)Zone, with the following
conditions:
1. The final approved copy of the entire set of plans and this letter reproduced thereon must be
submitted to the Planning Department. 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 October 5, 2016. 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. Bond shall be collected in the amount of$5,000 to ensure proper placement and maintenance of
erosion and sediment controls.
5. All approvals required must be obtained and submitted prior to any activity on the site.
6. A contact person shall be identified on the plans.
7. Roof leaders to be installed to discharge run-off to splash pads at grade.
Very truly yours,
INLAND WETLANDS AGENCY/
CONSERVATION COMMISSION
Elizabeth Warren, Chairperson
EW/dt
cc: Town Planner
Chief Building Official
Appl #11-32P, Metals Testing Site Plan
October 11, 2011
Planning Department Report
1. Request for site plan approval to build a 12,842 sq ft building on property
located at 66 4WKimberly Drive, I zone. Maximum impervious coverage
allowed is 65%, 31.4% proposed. Proposed building height is 24 feet; 40 feet
allowed. Lot size is 2.1 acres �itnunt-lot-size-allowed is-J/2 acre. Front yard
setback is about 49 feet, 35 feet required.
2. There will be a connector constructed between the existing building at 80
Kimberly Drive and this building. The applicant received two variances from
the ZBA to be able to cross the property line with this structure (0 foot
sideyards). d), ' , I � `
3. There is no outdoor storage proposed on the site plan. Outdoor storage-is,-
a�ed with j, 7C approval and appropriate screening.
4. There is a required 50' buffer along the north property boundary abutting Fitch
Meadow DRZ. The applicant is proposing to supplement the existing trees with
some evergreen plantings and is also showing a berm outside of the buffer area.
The closest activity proposed at this time is approximately 240 feet.
5. The parking requirement for this building is 22 spaces, 13 have been provided
and 9 have been shown as reserved spaces. The zoning data table should be
corrected to reflect them as reserved spaces (not a waiver).
6. There is one overhead door included along the side of the building. It faces
away from the abutting residential properties.
7. Architectural and Design Review Committee reviewed this site on October 6.
They were satisfied with the proposal as presented.
8. New lighting will consist of three full cutoff poles in the parking area.
9. There are no regulated wetlands on this lot. IWA/CC approved the erosion and
sediment control plan on October 3 with a $5000 bond to ensure compliance
with the erosion and sediment control measures.
10.The site is served by public water and sewer. Water Pollution Control Authority
approval is required.
11.They are showing the dumpster that will be screened a stockade fence and
plantings.
12.If this application is approved, there are no other approval modifications
requested.
10*N SEq
710V 07'e s,0� ?d
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w 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074
SOR-CO TELEPHONE (860) 644-2511
CERTIFIED MAIL 7008 1300 0001 4578 4129
October 12, 2011
Design Professionals Inc.
Andrew J. Krar
425 Sullivan Avenue
South Windsor CT 06074
Dear Mr. Krar:
Re: Appl # 11-32P, Metals Testing Site Plan
Please be advised that the Regular Meeting of the Planning & Zoning Commission in
the above referenced matter has been scheduled for Tuesday, October 25, 2011 at
7:30 PM in the Madden Room of the South Windsor Town Hall, 1540 Sullivan
Avenue. Someone must be present at the hearing to represent the application.
One sign advertising the hearing must be posted on the property for ten (10)
consecutive days prior to the hearing and must be clearly visible from a town street.
A sign must be posted on Kimberly Drive by Friday, October 14, 2011.
Signs can be obtained in the Planning Department.
Sincerely,
ael'&Sc)
Maria D. Acevedo
Administrative Secretary
MEMORANDUM
To: Michele Lipe,Town Planner
From: Jeffrey Doolittle,Town Engineer
Date: 10/19/11
RE: Application 11-32P—Metals Testing Co, 66 Kimberly Drive
I have reviewed the site plan for the above application and have the following comments:
1. Any concrete curb by the sidewalk or other places should be labeled on the
plans.
2. The Stormceptor particle separator needs to be sized for the water quality flow
per the CT DEP Stormwater Quality Guidelines. It is not clear if this was done.
3. 1 suggest moving the yard drain basin that is shown to the north of the parking
spaces, toward the building so it is not in the way of any future extension of the
sidewalk or parking spaces.
4. The sanitary sewer lateral and water lines need to be separated by at least 10
feet per the State Health Code.
5. What is the reason for the oil water separator and how was this sized?
6. An easement must be provided to the Town for access and monitoring of the
sanitary sewer manhole in front of the building. I suggest this easement area be
at least 20 feet wide x 20 feet long.
7. WPCA review and approval is needed for this site plan.
Please contact me if you have any questions.
STANDARD APPROVAL MODIFICATIONS FOR SITE PLAN
PROJECT Metlas Testing APPL.#11-32P
ENGINEER/ARCHITECT Design Professionals PROJ.#
Submit mylars of sheets: 1,V01, CL-1
1. Prior to commencement of any site work,a meeting must be held with Town Staff.
2. No building permit 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 bonds in the amount of$5,000.
4. A landscape bond in the amount of$3000 is required and must be submitted prior to filing of mylars.
5. All bonds must be in one of the forms described in the enclosed Bond Policy.
6. An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 8.1.11 of the
Zoning Regulations.
7. All plans used in the field by the developer must bear the stamp and authorized signature of the
Town of South Windsor.
8. This approval does not constitute approval of the sanitary sewer,which can only be granted by the
Water Pollution Control Authority.
9. The building street number must be included on the final plan.
10. Pavement markings must be maintained in good condition throughout the site drives and parking
areas.
11. All free standing signs and/or building signs require the issuance of a sign permit before they are
erected.
12. If a State Traffic Commission certificate is required,no building permits will be issued until the
certificate has been issued(per CGS §14-311).
13. Buffer line should be added to the survey. Sp4te-5
14. Future parking should be shown as "reserved parking"as a waiver of the p wees is not being
requested.
15. Engineering comments dated 10119111 must be incorporated into the plans.
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1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074
SOR-CO TELEPHONE(860) 644-2511
CERTIFIED MAIL 7008 1300 0001 4578 4198
November 2,2011
Design Professionals Inc.
Andrew J. Krar
425 Sullivan Avenue
South Windsor CT 06074
Dear Mr. Krar:
Re: Appl. 11-32P,Metals Testing Site Plan
We are pleased to advise you that the Planning & Zoning Commission voted on October 25, 2011 to approve
with modifications the above referenced application for a Site Plan of Development.
This approval is for the construction of a 12,842 sq ft building on property located at 66 Kimberly Drive, I zone,
as shown on plans prepared by Design Professionals Inc. dated 9/26/2011, as revised. 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 permit 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 bonds in the amount of$5,000.
4. A landscape bond in the amount of$3000 is required and must be submitted prior to filing of mylars.
5. All bonds must be in one of the forms described in the enclosed Bond Policy.
6. An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 8.1.11 of the Zoning
Regulations.
7. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of
South Windsor.
8. This approval does not constitute approval of the sanitary sewer, which can only be granted by the Water
Pollution Control Authority.
9. The building street number must be included on the final plan.
10. Pavement markings must be maintained in good condition throughout the site drives and parking areas.
11. All free standing signs and/or building signs require the issuance of a sign permit before they are erected.
12. If a State Traffic Commission certificate is required,no building permits will be issued until the certificate
has been issued(per CGS §14-311).
13. Buffer line should be added to the survey.
14. Future parking should be shown as "reserved parking" as a waiver of the spaces is not being requested.
15. Engineering comments dated 10/19/11 must be incorporated into t he plans.
Black and white transparent mylars of Sheet# 1, VO1, CL-1 with the above modifications, together with three
blueprint copies of the entire set of plans (including architectural elevations and landscaping plans) must be
submitted to this Commission within 30 days to be stamped and signed. The letters of approval of this
Commission as well as the Inland Wetlands Agency/Conservation Commission must be reproduced on the
mylars.
After the mylars have been signed by the Commission,they will be returned to you for filing in the Office of the
Town Clerk. After filing these plans, a copy of the receipt must be submitted to the Planning Department.
Sincerely,
Patrick Kennedy, Chairman
Z�5—
Planning and Zoning Commission
PK/ma
cc: Town Engineer
Chief Building Official
Assessor
Superintendent of Pollution Control
Fire Marshal
PERMITS/INSP PAYMENT RECPT#: 20550603
TOWN OF SOUTH WINDSOR
1540 SULLIVAN AVENUE
SOUTH WINDSOR CT 06074
DATE: 03/12/12 TIME: 08:44
CLERK: michelerl DEPT:
CUSTOMER#: 0
PARCEL:
CHG: BONDPL BOND FEE - PLAN 5000.00
AMOUNT PAID: 5000.00
PAID BY: LINBOB LLC
PAYMENT METH: CHECK
0000787783
REFERENCE:
AMT TENDERED: 5000.00
AMT APPLIED: 5000.00
CHANGE: .00
BOND TRANSMITTAL
DATE: la
APPLICANT NAME
-ADDRESS
PROJECT LOCATION/ADDRESS LOT
SUBDIVISION
P&Z OR IWA/CC APPLICATION NUMBER
.AMOUNT OF BOND E fS_
CHECK NUMBER `J
DEPARTMENT IG-h h 11 S
SUBMITTED BY
NAME
DATE
RECEIVED BY FINANCE3 /,3 /
NAME DATE
SUB ACCOUNT NUMBER S-® O / 7 8
tYowoLil!-0dvoll�Phnpine D'PK 7 0� ',Pamir B-&'ZMDTRANSMCI7'AL08-27-0I.&,
Dan &40&4c0 gac.
CT LIC# 103122
6 Sandra Drive South Windsor, CT 06074
Tel. (860)289-8512 Fax. (860) 289-2091
September 29, 2013
Jim Simmons
Allied Construction, Ina
111 Utopia Road
Manchester, CT 06040
Re: Metals Testing-66 Kimberly Drive
The site lighting poles and fixtures are installed per the Town approved plan and do have House Side
Shields installed.
Sincerely,
Bernie Morissette
General Manager