HomeMy WebLinkAboutAvery Street PW STREET FILE SAW N S'r
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1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074
f°soe•co� TELEPHONE(860) 644-2511
February 17, 2012
Re: Avery Street Reconstruction Project
Dear Property Owner/Resident:
The Town has proposed to reconstruct Avery Street from Kelly Road to just north of
Woodland Drive including new drainage, gravel base, pavement, curbs and a sidewalk.
This project has been approved by the Connecticut Department of Transportation under
the STP-Urban Program and 90%of the project costs will be paid with federal and state
funds. The Town will be responsible for 10% of the project costs. A conceptual plan
showing the improvements proposed for this section of Avery Street has been prepared
and is available to view in the Engineering Department at the Town Hall.
A public meeting to review the initial concepts for this project and obtain citizen input
has tentatively been scheduled for Monday March 5, 2012 prior to the regular Town
Council meeting. You are invited to attend this meeting to hear about this project, ask
questions and provide input. The Connecticut Department of Transportation has
requested a resolution of support for this project from the Town Council later in March,
so that preliminary design can begin in the summer of 2012.
If you have any questions regarding this project, please call me at 644-2511, ext. 245,
or the Project Engineer, Mr. Joe Perna at ext. 240.
Sincerely,
4"�911��
ffrey Doolittle, P.E.
Town Engineer
cc: Michael J. Gantick, P.E., Director of Public Works =�
Joe Perna, Project Engineer
KBerrney Russo-F815 AvPrV Street R .., _ "✓"Pa e 1
From: Melvin Stead
To: Bernie Russo
Date: 4/29/05 10:41 AM
Subject: 815 Avery Street
I went to 815 Avery with Mark O.We took pictures and compared conditions with maps available. I
contacted the Owner, Pat Greeves and explained two methodes how she might stabalize the bank here.
This is a land owner issue. No town envolvement.
CC: Karl Reichle
Matt,
Nancy Kerensky called about 12:45 pm today(2-20)to let you know
FYI
She had just spoken to Vinnie Avino from the Dept of Transportation. They have
been following up on her request regarding Walgreens driveway being
dangerous. DOT is helping out even though the driveway is not on a State road.
After engineers looked at the area they are sending a letter to the Town of
Manchester and possibly also the developer to address the problem that the site
Tine does not conform with the way it is supposed to be.....
She wants you to know that it will probably be a long time but she intends to stay
on top of this situation and she and we should really appreciate the DOT for
helping us out.
Town o .�lanclies�er STEPHENT.CASSANO,MAYOR
• L
✓OSHM.HOWROYD,DEPUTY MAYOR
CHRISTYSCOTT SECRETARY
DIRECTORS
®• nB 41 Center Street•P.O.Box 191
® Q� ®e a� TIMOTHYH.BECKER
Manchester, Connecticut 06045-0191
THOMAS P.CROCKETT
JOSEPH S.HACHEY
wWW.ci.manchester.ct.us DAVID M.SHERIDAN
LOUISA.SPADACCINI
STEVEN R.WERBNER,GENERAL MANAGER KEVIN L ZINGLER
July 22, 2003
William E. Aman, Mayor 2
Town of South Windsor
1540 Sullivan Avenue
South Windsor, CT 06074-2786
Y3 1
Matthew B. Galligan Town Manager 4� 2
Town of South Windsor
1540 Sullivan Avenue men
South Windsor, CT 06074-2786 CA
AUG" 1,1 3;. 2�
Re: Avery Street Concern o
Dear Bill and Matt:
Since our last correspondence,the Gateway Plaza consultant engineer submitted a
grading plan to the Connecticut Department of Transportation and the Town of
Manchester that would resolve the sight line problem at the Avery Street driveway. This
plan was approved by both the State and the Town. All work to be done is on the Town
right of way and was field reviewed on July 1, 2003 with the two adjacent property
owners, who will be responsible for maintaining the grass after the work is done. The
work has not yet been scheduled, but no work can be done until seeding season returns on
August 15, 2003. The contractor must secure the cooperation of the adjacent property
owners to keep the seeded area moist at this time of year, or he may wait until the fall and
cooler temperatures to.do the work.
Sincerely,
144�
Stephen T. Cassano teven R. Werbner
Mayor General Manager
emt
c: Mark F. Carlin, P.E.,Director of Public Works/Town Engineer
James M. Mayer, Traffic Engineer
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1\eng server\d\Project\Private Development\2001033-Gateway Plaza-Deming-Avery\Correspondence\Gateway Plaza-03.doc
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An Equal Opportunity Employer . 4h ,,,Ct�
08/19/2003 WED 12:46 FAX la001
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TOWN OF SOUTH WINDSOR
1540 SULLIVAN AVENUE
SOUTH WINDSOR, CONNECTICUT 06074-2786
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DATE: �(.-Ste S I t 3 }UO 3
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1540 SULLIVAN AVENUE
SOUTH WINDSOR, CONNECTICUT 06074-2786
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08/2r9/03 15:20 FAX 860 240 8833 LEGISLATIVE MANAGEMENT IM001
g
6tate of Couttectf cut
HOUSE OF REPRESENTATIVES
STATE CAPITOL
HARTFORD, CONNECTICUT 06106-1591
REPRESENTATIVE NANCY E. KERENSKY
FOURTEENTH DISTRICT CO-CHAIR
HIGHER EDUCATION AND EMPLOYMENT
35 BERLE ROAD ADVANCEMENT COMMITTEE
SOUTH WINDSOR, CONNECTICUT 06074 MEMBER
TELEPHONES APPROPRIATIONS COMMITTEE
HOME: (860) 648-2866 EDUCATION COMMITTEE
CAPITOL: (860) 240-8585
FAX: (860) 240-8833
August 19,2003
William E.Aman,Mayor
Town of South Windsor
1540 Sullivan Avenue
South Windsor, CT 06074-2786
Matthew B. Galligan,Town Manager
Town of South Windsor
1540 Sullivan Avenue
South Windsor, CT 06074-2786
Dear Bill and Matt:
I am pleased to inform you that,in a letter dated August 8,2003, (copy attached)the
State of Connecticut Department of Transportation has notified me that,iri response to
MY written concerns, an engineer from the Department's Division of Traffic Engineering
met earlier this year with representatives from the Towns of Manchester and South
Windsor, as well as the traffic engineer for the Gateway Plaza,to discuss sight lines to
the left from the Avery Street driveway. I formally addressed the sight lines issue with
the Department of Transportation at the end of last year. I was alerted by constituents to
this potentially dangerous road condition. I then observed what I considered to be a
significant safety hazard,which was confirmed by local South Windsor authorities and
which was not being addressed as required. As a condition of approval during the
certification process, the State Traffic Commission required 450 feet of sightline to the
left from the Avery Street driveway. It was always the responsibility of the Town of
Manchester to ensure compliance with this state requirement. The plaza opened for
business and many months later there was no plan known to the state. The Town of
Manchester chose not to require action until the State Department of Transportation
initiated oversight to address the State Traffic Commission safety compliance issue.
n
L J PrMled en roryekd paper
08/28/03 15:20 FAX 860 240 8833 LEGISLATIVE MANAGEMENT Q 002
I appreciate the leadership and responsiveness of the Department of Transportation,in
honoring my request to work with the appropriate agencies. They investigated
thoroughly and ensured that the conditions of the State Traffic Commission's
requirement be met. In our conversations,they shared our safety concern for residents
subjected to making that left turn onto busy Avery Street or facing the possibility of
someone with limited sightlines in fast moving traffic making the turn in front of them.
They fully recognized that although the location and process lie within the Town of
Manchester,the resulting impact is significant in South Windsor. As a result, state
intervention was necessary to ensure required conditions were met. Their help was
essential in securing the promised improvement. I will be in contact with the Department
of Transportation regarding the actual progress of the project.
Last year I brought to the attention of the Department of Transportation the inappropriate
timing of the Avery Street traffic signal, which was allowing only two cars at a time to
cross Route 30 to enter the highway. It was immediately corrected. I was able to provide
the leadership to initiate a meeting with legislators,the Department of Transportation_
local agencies and CRCOG to begin a more regional view of our rapidly growing
dilemma. Those will be long-term issues. We have identified appropriate contact
persons in South Windsor so the Department of Transportation can keep us apprised-of
developments that affect us. I will continue to work with the players to provide help to
improve traffic flow and public safety for those of us who use local roads.
Sincerely,
Nancy Kerensky
State Representative 14th District
Attachments
CC: Chief Gary K. Tyler, Chief of Police,Town of South Windsor
John F. Carey,P.E.,Manager of Traffic Engineering, Department of Transportation
08/2.9/03 15:20 FAX 860 240 8833 LEGISLATIVE MANAGEMENT 003
6tate of Connecticut
HOUSE OF REPRESENTATIVES
STATE CAPITOL -
HARTFORD, CONNECTICUT 06106-1591
REPRESENTATIVE NANCY E. KERENSKY
FOURTEENTH DISTRICT
35 8ERLE ROAD
SOUTH WINDSOR, CONNECTICUT 06074
TELEPHONES
HOME: (860) 648-2886
CAPITOL: (860)240-8585
1FAX: (860)240-8833
December 31,2002
Commissioner James F.Byrnes
Department of Transportation
PO Box 317546
2800 Berlin Turnpike
-Newington,CT 06111
RE:Ongoing traffic safety issue concerning South Windsor residents
Dear Commissioner Byrnes,
The extensive economic development in the Buckland section of Manchester on the South
Windsor line over the past several years has created serious traffic and public safety issues. I
have worked with your department and have found them to be cooperative and responsive in
addressing the issues, which are regional in nature and involve many elected officials. I thank
Your department for their diligence and hard work
The purpose of this letter is to specifically address an issue that is creating a public safety concern
At the Gateway Plaza,which is located on Route 30 and Avery Street. The Town of Manchester
and the State Traffic Commission approved a left turn out of that center onto Avery Street. The
location of that turn is a few hundred feet from the South Windsor line and is a potentially
dangerous area due to site lines and speeds on the road.
I'm enclosing a copy of a constituent letter to give you an idea of how serious this problem is
becoming. I'm specifically requesting your department reassess this intersection with Manchester
officials and the State Traffic-Commission. It appears this left turn is a fatality waiting to happen.
Your cooperation is needed because the road is located in Manchester but the state approved it. I
look forward to your response and thank you for your time.
Sincerely,
Nancy Ker sky
State Representative
to onm" I. a
,�� tea.
08/2%9/03 15:21 FAX 860 240 8833 LEGISLATIVE MANAGEMENT R 004
LL
STATE OF CONNECTICUT
DEPARTMENT OF TRANSPORTATIONr
2800 BERLIN TURNPIKE, P.O. BOX 317546
°`"►�.N:,,;�"°"� NEWINGTON, CONNECTICUT 06131-7546
Office of the
Commissioner An Equal Opportunity Employer
August 8,2003
Hon.Nancy E.Kerensky
State Representative
Fourteenth District
Legislative Office Building
Hartford,CT 06106-1591
Dear Representative Kerensky:
Subject:Town of Manchester
Gateway Plaza
Avery Street Access
This reply is in further reference to your inquiry regarding sight distance at the Gateway Plaza in the Town
of Manchester. An engineer from the Department's Division of Traffic Engineering met earlier this year with
representatives from the Towns of Manchester and South Windsor, as well as the traffic engineer for the Gateway
Plaza,to discuss the concerns noted in your letter.
It was determined that the sightline available from a vehicle turning left into the driveway to southbound
Avery Street traffic is adequate, based on Department guidelines. However, various ways of improving traffic
operations for vehicles turning left from the drive were discussed. It was agreed that the Gateway Plaza developer
would explore the possibility of improving the sightline to the left from the Avery.Street driveway to meet that
which was approved during the State Traffic Commission certification process(450 feet). The developer ultimately
decided on a scenario that involved re-grading the area on the west side of Avery Street to the north of the drive.
The Town of Manchester,however,did not want the developer to implement the scenario until it was discussed with
the various property owners in the area whose frontage,although in the town right-of-way, would be impacted by
the re-grading. The Town of Manchester has recently indicated that they have discussed the issue with the property
owners and given the developer permission to implement the re-grading scenario with the work to begin after
August 15,2003. This action on the part of the Gateway Plaza is expected to address your concern.
If you have questions regarding the above,please feel free t tact Mr.John F. Carey,P.E.,Manager.of
Traffic Engineering,at(860)594-2710.
VV rs,
s,Jr.
ori r
cc: Mr.James M.Mayer
Mr.Michael O'Brien,President—Gateway Plaza,LLC
Mr.Vahid Karimi,P.E.
Chief Gary K.Tyler,Chief of Police—South Windsor
08/29/03 15:21 FAX 860 240 8833 LEGISLATIVE MANAGEMENT IM005
u
STATE OF CONNECTICtJT
DEPARTMENT OF TRANSPORTATION ee °TM�r
F y
2800 BERLIN TURNPIKE, P.O. BOX 317546
°'«_ ,�"�� NEWINGTON, CONNECTICUT 06131.7546
or
Office of the
Commissioner
An Equal Opportunity Employer
January 8, 2003
Hon. Nancy E. Kerensky
State Representative
Fourteenth District
Legislative Office Building
Capitol Avenue
Hartford, CT 06106-1591
Dear Representative Kerensky:
Subject: Town of Manchester
Gateway Plaza
This is to acknowledge receipt of your December 31, 2002 letter which'
requests a review of the traffic operations on Avery Street at the driveway
to Gateway Plaza.
I have forwarded a copy of your letter to the Departments Division of
Traffic Engineering for its review.
Mr. James M. Mayer, the Legal Traffic Authority's representative for
the town of Manchester, will be contacted by .a representative of that office
for his input in this matter.
Upon completion of the study, you, Police Chief Gary K. Tyler of South
Windsor, and Mr. Mayer will be advised of the findings. Should you have any
questions regarding the study, you may contact Mr. 'Vincent A. Avino, P.E. , of
the Division of Traffic Engineering at (860) 594-2740 .
Ver ul. o ,
Ja s F. Byr es, '. Jr.
Acting Comm' sioner
CC: Mr. James M. Mayer
Mr. Michael O'Brien, President -- Gateway Plaza, LLC
Mr. Vahid Karimi, P.E.
Mr. Gary K. Tyler, Chief of Police - South Windsor
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TOWN OF SOUTH WINDSOR
1540 SULLIVAN AVENUE
SOUTH WINDSOR, CONNECTICUT 06074-2786
TELEPHONE: 860 644-2511 FAX: 860 644-7280
DATE:
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&_I,- -al,e
YVa 1164tva.11t Ziiei-j Ar fdd-3 �Vefy
If you did not receive all 3 pages (including the cover), or if you have any questions, please
call 644-2511 as soon as possible.
02/11/02
Town of South Windsor
Interest Calculation on Sidewalk Lien for 1023 Avery Street
Assessment Due- February 1, 1991 978.00
Interest for 1991 89.65
Assessment Due-January 1, 1992 1,067.65
Interest for 1992 106.77
Assessment Due-January 1, 1993 1,174.42
Interest for 1993 117.44
Assessment Due-January 1, 1994 1,291.86
Interest for 1994 129.19
Assessment Due-January 1, 1995 1,421.04
Interest for 1995 142.10
Assessment Due-January 1, 1996 1,563.15
Interest for 1996 156.31
Assessment Due-January 1, 1997 1,719.46
Interest for 1997 171.95
Assessment Due-January 1, 1998 1,891.41
Interest for 1998 189.14
Assessment Due-January 1, 1999 2,080.55
Interest for 1999 208.05
Assessment Due-January 1, 2000 2,288.60
Interest for 2000 228.86
Assessment Due-January 1, 2001 2,517.46
Interest for 2001 251.75
Assessment Due-January 1, 2002 2,769.21
Interest through March 1, 2002 46.15
Assessment Due-March 1, 2002 2,815.36
U.
FbIn �05 02 09: 15a --- r�ichardumorel li 860-370-9172 uu°P.
6
volume 608 Page N°' 052
1 stueW IEN
002634 ,
i
IdM AL MER 87 TOM PRESSTS brat thb tow of South .WirM:or. a �
sunicipat corporation existing MAolty withis the cosnt y of Hartford.
has a lien upon the following described pvW" tttuated 1n the Town l
of South ilindsorr being recorded is Vol. 323. Page 156, PAP 142,
I parcel 1, List pmbor in the 1989 Rate Book is RSiZ4, and knom as
I #10" Avery Street, and of wbieh Josephfno Y. Nafm is the supposed
owner, to secure the Payment of the sun of $978.00 with interest at 1 �,
lift per annm frog the date of eoWletion of the hereinafter described
work. A fipding of pgbtic coprenianee and necessity, and an order for
the construction of a sidewalk was made by the South Windsor fa+.n
i
CWMCit an June 41 t9n. ?hc wOrk ms completed in 1990. Assessmeet I
came.due February 1. 1991.
Mork perforaedp Constructiop of two hundred (200) linear feat of
sidewalk
� f
Dated at South Yiadsor this 151th day of May. 1991-
YN 16 ►°
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By IM IF 30
TOM CLERK
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TRANSMISSION VERIFICATION REPORT
TIME 02/11/2002 15:22
DATE DIME 02/11 15:21
FAX NO./NAME 918607457933
PAGE(S) :00:44
AGE(S) 03
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MODE STANDARD
ECM
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s ` 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
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f��SOR•co�� AREA CODE 860 /644-2511
January 25, 2000
Mr. Kenneth Dyal
670 Avery Street
South Windsor, CT 06074
Dear Mr. Dyal:
This letter will serve to confirm our conversation that the Town will have our
contractor follow through on corrective work associated with the drainage project on
Avery Street. Specifically, (1) in the spring when the weather permits, your driveway
will be sealed, (2) your mailbox post will be properly secured in the ground, and (3) the
holes in the lawn will be filled and seeded.
We thank you for your patience in this matter. Should you have any questions,
please feel free to contact me.
Very truly yours,
Michael J. Gan ick, P.E.
Director of Public Works
MJG:bmr
cc: Melvin C. Stead, Jr., Superintendent of Streets
Ron Gerber, Gerber Construction
Jerry Iazzetta, Town Engineer
David E. and Ann L. Wolff
19 Welles Lane
South Windsor CT 06074
Home Phone 860-432-1212
Emaii woiffpa@aoi.com Iro
NI
January 14, 2001 AN 1 2aU1
Mr. Michael J. Gantick it,J 04"k"
Public Works Dept.
Town of South Windsor /
1540 Sullivan Avenue Ip
South Windsor CT 06074
Dear Mr. Gantick,
We received notification about the proposed expansion of Avery St.from Kelly Road to Evans Crossing.
We are unable to attend the public meeting on Jan 16, 2000 personally due to calendar conflicts, but we
wanted to express our opinion to the proposal in the form of a letter for the record.
We are opposed to the widening of Avery Street which would to make it able to handle still more traffic.
We believe that adequate north-south orientation roadway capacity in exists in the area of eastern South
Windsor in the form of Rt. 83 in Vernon and Ellington Road in South Windsor. We believe that since
adequate north-south orientation capacity already exists, that capacity should be fully utilized rather than
adding extra capacity by increasing average speeds on a residential street. As an alternative to
widening, and to improve safety on Avery Street, we suggest that the following measures be taken
• Add additional stop signs at several cross streets south of Beelzebub
• Reduce the speed limit
• Step up enforcement of the speed limit
• Consider selective pruning or tree removal to improve visibility
Simply stated, we believe that through traffic belongs on Rt. 83 or Ellington Road, and through drivers
should be encouraged to use these roads to attain a higher average speed. Local traffic using Avery
Street should benefit from improved safety at minimum South Windsor investment through addition of
speed control measures.
We hope that our opinion may be taken into account.
Sincerely,
David and Ann offf
a
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Tau� 01P S-0� ?d&U&Olt
C, 1540 SULLIVAN AVENUE•SOUTH WINDSOR,CT 06074-2786
SOR:co�� AREA CODE 860/644-2511
FAX 860/644-3781
MATTHEW B.GALLIGAN
Town Manager
..9r
`p
April 11, 2001
APR 12 2001
Mr. John Wallace
Is:
75 Country View Drive
South Windsor, CT 06074
If
`- .
Dear Mr. Wallace:
I asked our Director of Public Works, Michael Gantick, to respond to a letter you sent to
the Mayor concerning Avery Street. The Town has always been concerned about utility
cuts and how various contractors perform work in the Town when it concerns the
digging up of our roads. We do have a program called "Before You Dig", so that our
staff can fully review the roadwork is compacted the way it should be. According to Mr.
Gantick, we hire one contractor to make the final patch. We work very hard to make
sure that we take care of these issues and the public is served and our streets are safe
and protected.
As far as the issue concerning a section of Avery Street you mentioned, that was part of
a proposed project that recently went before the Town Council. They decided not to
pursue this project, mainly because the residents in the area did not wish the Town to
make any improvements to the road. There was an opportunity for the Town to use
Federal funds but the public outcry on that particular roadway was not positive. The
Town Council opted to do other construction projects in the area.
If you need any additional information please don't hesitate to contact my office.
Very truly yours,
Matthew B. Galligan
Town Manager
MBG:ck
cc: -, Michael Gantick, P.E.
Director of Public Works
MEMORANDUM
To: Judy Hall, Assistant to the Town Manager
From: Michael J. Gantick, P.E., Director of Public Works
Date: July 20, 2000
Re: Letter from Tom Munsell regarding Avery Street
The section of Avery Street (Woodland Drive to Dart Hill Road) discussed in Mr.
Munsell's letter has been the subject of much attention over the years. In the last 15 years
there have been no less than eight subdivision projects accessing onto Avery Street between
Woodland Drive and Dart Hill. In addition there have been several individual house lots
developed that are also within this stretch of road. All these developments have included some
form of either road widening and/or utility excavation within Avery Street - requiring
patching. Along the stretch between Philip Smith School to north of the Avery Street pump
station we had the area repaved last year. Just north of the intersection of Woodland Drive
new drainage was installed and new curbing has been installed. Utility patches associated with
Cutler Ridge Subdivisions I and II will be repaired after the required settlement period of one
year. Additionally, Avery Street (from Beelzebub Road to Dart Hill Road) is scheduled for
resurfacing (overlay) in 2001.
Complete reconstruction of Avery Street is not likely in the short term. In the 1980's
Avery Street was on a regional list to be considered for reconstruction, however resident
opposition lead to the project being withdrawn from the list. Since that time federal/state
funding has been redirected and committed to other projects to the point where several of our
current projects have been delayed by several years. So even if Avery Street makes it back on
the list, it could be 10 plus years before funding is available to undertake reconstruction of
Avery Street.
The spot improvements (drainage, widening and curbing) associated with some of the
subdivision projects along with the Town resurfacing and drainage projects have, overall,
improved the riding condition of Avery Street despite increased traffic.
Should you require additional information please contact me.
Michael J. Gantic , P.E.
Director of Public Works
MJG/sfg
cc: Melvin C. Stead, Jr., Supt. of Street Services
Jerry C. Iazzetta, P.E., Town Engineer
Marcia A. Banach, Director of Planning
from
Tom Munsell from
TOM Munsell
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R.CO � AREA CODE 203/644-2511
October 19, 1987
Mr. Candido D'Occhio
31 Berkshire Drive
Farmington, CT 06032
Dear Mr. D'Occhio:
Enclosed herein, in accordance with your request, is a copy of
the Town of South Windsor "Inland Wetlands and Water Courses"
map. This map was prepared in the 1950 ' s based upon an
aerial survey of the Town, and represents the data base used
for regulatory purposes since that time. There have been no
changes made to this map during the interim period.
This map shows the extent of wetland area on your Avery Street
property. .
I have reviewed this map with the Town Engineering Department,
and they have indicated that they have no reason to believe
that the wetlands near to and on said property have increased
in area in the period following the 1950 ' s survey. However, if
You wish to pursue this issue further, you may hire for yourself,
a soil scientist to determine the extent. of the wetlands, and to
resolve any concerns you may have relative to the spread of the
wetland area.
In regard to the earthen and concrete dam behind the Philip R.
Smith School on Avery Street, the Public Works Department has no
record on file relative to this structure. There have been no
Public Works permits issued in regard to dam improvements in this
area, and the staff has no knowledge of any improvements made to
the structure.
The proposed sidewalks along Avery Street will be designed and
constructed so as not to exacerbate existing storm water conditions.
If there are any further questions or concerns relative to the
aforementioned issues, please feel free to contact this office.
Very truly yours,
l ` ` -k
C. Vrederick Shaw, Assistant Director
of Public Works/Pollution Control
CFS/jsv /
CC: Mr. Michael J. Gantick, Director of Public Works `�
tpW N Sf�
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wG 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
OR-c0 AREA CODE 203/644-2511
October 19, 1987
Mr. Alexander J. Kasper
14 Claredon Street
Hartford, CT 06114
Dear Mr. Kasper:
Enclosed herein, in accordance with your request, is a copy of
the Town of South Windsor "Inland Wetlands and Water Courses"
map. This map was prepared in the 1950 ' s based upon an
aerial survey of the Town, and represents the data- base used
for regulatory purposes since that time. There have been no
changes made to this map during the interim period.
This map shows the extent of wetland area on your Avery Street
property.
I have reviewed this map with the Town Engineering Department,
and they have indicated that they have no reason to believe
that the wetlands near to and on said property. have increased
in area in the period following the 1950 ' s survey. However, if
you wish to pursue this issue further, you may hire for yourself,
a soil scientist to determine the extent of the wetlands, and to
resolve any concerns you may have relative to the spread of the
wetland area.
In regard to the earthen and concrete dam behind the Philip R.
Smith School on Avery Street, the Public Works Department has no
record on file relative to this structure. There have been no
Public Works permits issued in regard to dam improvements in this
area, and the staff has no knowledge of any improvements made to
the structure.
The proposed sidewalks along Avery Street will be designed and
constructed so as not to exacerbate existing storm water conditions.
If there are any further questions or concerns relative to the
aforementioned issues, please feel free to contact this office.
Very truly yours,
C. Frederick Shaw, Assistant Director
of Public Works/Pollution Control
CFS/jsv
CC: Mr. Michael J. Gantick, Director of Public Works
OVIN at,,
C, D
CID
1540 SULLIVAN AVENUE • SOUTH WINDSOR,CT 06074-2786
��N�SOR•CoN� AREA CODE 203/644-2511,EXTENSION 200
FAX 203/644-3781
`1 QWMt%N October 8, 1996
Town Manager
Ms. Lynn Jones
571 Avery Street
South Windsor, CT 06074
Dear Ms.Jones:
After careful review of pertinent information and staff input, I must advise you of the following:
Last year the Town of South Windsor did do some reseeding on your property and had dressed
up the area quite expediently with seed and loam. Because you run a food stand there, cars have
been driving up on that area and have done damage and made ruts. This should not be the
responsibility of the Town to keep redoing this area so you can promote a private business.
You have indicated to me that there was damage done to your driveway during the
reconstruction of the brook. After speaking with some individuals who were involved with the
work there, it is my understanding that your driveway was not damaged and the condition was
already existing.
This past year, you requested a steel barrier be placed over the area where some work was done.
I believe you requested this previously and it was staff's input to you that this was not necessary
because there are no sidewalks, so there were no concerns of preventing anyone from falling.
Therefore, this request will also not be followed through on.
I know this is not what you wanted to hear, but as a Town, we have a responsibility to all tax
payers that their money is being spent for municipal purposes. Therefore, the items you have
requested are denied. I think the Town has been more than fair and adequate for the concerns in
the front of your house. I thank you for your cooperation in this matter and hope that you
understand the Town's position.
Very truly yours,
Matthew B. Galligan
1V i ltae: antick, Dke-c-tor of public Works
Jerry Iazzetta, Town Engineer
Members of the South Windsor Town Council
MBG:dr
<�w" St+
�- 0le
1540 SULLIVAN AVENUE SOUTH WINOSOOR. CONN. 06074
oA•coN� AREA AugF.0Q3&4-211490
M E M 0 R A N D D M
TO: Michael J. Gantick, Director of Public Works
FROM: A. Bowen Davies, Deputy Town Engineer
RE: Investigation Request - 727 Avery Street
In response to a request for investigation last week, by Fred, I
met with Mr. Paul Erickson of 727 Avery Street (644-8743)
concerning surface runoff from his abutter, Joe Vassallo of 735
Avery Street.
I walked the site with him and observed his concerns about
adverse effects caused by the filling, a new retaining wall and a
pipe installed by the neighbor to the Erickson property. The
change in the runoff pattern is removing the surface litter to a
point to expect soil erosion in the near future.
The current status of 735 Avery Street is that it is still
without a Certificate of Occupancy which was requested 12-22-87,
essentially for . the conditions stated. Since that time the
backyard has been filled, the retaining wall has been built and a
tool shed is within a few feet of the Erickson boundary. All
without staff input, other than in-house correspondence such as
this .
The facts include (without research) this lot existed prior to
Evans Crossing, probably the Lynch Subdivision. This is contrary
to the Lucek reference. The building Permit plan, 4-28-86 .showed
modest grading, certainly within acceptable limits . The finished
product:
1. Doesn't show the deck or the shed.
2. Doesn't show the change in the grading, i.e. truck
loads.
3 . Doesn't show the gravel roadway, which I'm
reasonably sure is outside the easement limits .
4 . It is a house on a pre-existing lot.
Before we tell Mr. Erickson that unfortunately the Town didn't
approve the filling because we didn't have to and that this is
strictly a neighbor problem and he should contact his legal
advisor, there is ample drainage case law to cover this
condition. I thought you should be apprised of this situation.
ABD/jsv
Priority
, SOWN Of SOUTH WINDSOR, PUBLIC WORKS DEPT.
/—REQUEST FOR INVESTIGATION WORK REQUEST Date No.
To y (Individual, Division, Bureau, Department)
Requested by
�A I c� 6 Y�i 7 45
Caller /y/I- ��1 C��J 0`^ Address 7�-7 /JV`�•'�'' ✓ Phone
Instructions U aggc'q//U 7 3 s .QXr, I�S''T ��'.ec.�,�i• �4-c _)
(,(14llF
REPORT / � � J vi VQS� .a ✓�'� /�-/t� ? -7
C'-v, �✓'���i�-�,. ,-! aG��, .� w Bureau Chief or ( �iC, ( ���
Date Completed ° Department Head �' d .fo
TOWN of SOUTH WINDSO—R,, PUBLIC WORKS DEPT. Priority
REQUEST FOR INVESTIGATION /[,�[ WORK REQUEST Date 9, No.
To (individual,VVV (Individual, Division, Bureau, Department)
Requested by s
Caller Address 7X7 �'rJ ✓�_ Phone �5 Vl;,'^.F713
Instructions V U 73S
cell-,
REPORT
Bureau Chief or
Date Completed Department Head
o�✓ r--/zrn�i�/ 4vwf-- w,r �1,� �71�✓ sd�✓ ,y�va w. � n - s,�z
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1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074
AREA CODE 203/644-2511
SOR co
M E M O R A N D U M
December 22, 1987
TO: Thomas D'Auria, Building Inspector
FROM: A. Bowen Davies, Deputy Town Engineer/-:r�
RE: Certificate of Occupancy
Joseph Vassallo - Avery Street
The Engineering Department has reviewed the request for a certificate
of occupancy and cannot .approve it at this time.
The major concern is the grading of the sanitary sewer easement.
Mr. Vassallo was made aware by Mr. Braddock and myself, this spring,
that where his driveway is shown is essentially the only access to
about a 700' cross country sewer line and the need for a proper 20 '
wide gravel roadway within the right of way, still has to be built to
support the town maintenance vehicles at an appropriate grade. ' This
was a condition of approval- of the subdivision and is not done -to the
Towns satisfaction. There is a standard, he should see Mr. Shaw
about this.
Also, the finish grading on the plot plan does not appear the same as
in the field. This should also be checked.
0 li
moo:
ABD/7 sv
cc: Joseph Vassallo _
Michael J. Gantick
Fred Shaw
Lester Braddock
Marcia Banach
Applicant '� J�' �� l�'� ss✓�:.� 0 Certificate of occupancy
f��-�,�� �1�-i=7 Bldg. Permit No.
Address Date Submitted ,-
Lot No. _ -
• �� � �.'S C•i-�?S, . Reviewed By
Project Date
As required in the Zoning Regulations , no certificate-vf-occupancy
shall be issued until grading plans have been complied with and
approved by the Town Engineer. The minimum requirements shall
inlcude:
Approved Denied N/A
1. Approved building permit plan.
r 2. Finish grading per approved
building permit plan.
�,-
3 . Site work; i.e. trees, shrubs, dumps
required parking
/ 4 . Utility location
a. sanitary sewer
b. foundation drain
c. electrical & telephone
d. water
e. other -
5 . Appropriate certification
i
6 . Bonding
Sewer Permit No .
Pavement Excay . No.
COMMENTS :
,•x i G p
f
Reference taken from a ma v
t
entitled "Evan's Crossing_`
s Topographic & Conservation:
Plan Property of Evan's Y / : . ,�1D
Crossing Associates Avery
Street South Windsor, Conn. �: )
I2acek Engineering Assoc., Inc
Scale 1"=40 Date 8-19-84. f f
t 1lev. 9-15-84, 9-24-84, 5-8- fl;
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SOUTH WINCtf.OA Comm k t rir �M i 'k a r .tiJ r e yy
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STANDARDS OF h CCA S hi 5 11tEx s°;pE Q d, ��EX yTtl� AC
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76
00*00 A" NEWINGTON, CONN. 06111
549-3200
Sold To
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TAX CODES: 1.TAXABLE 2.RESALE 3.EXEMPT
Account Job_ Prod Truck " Type of Product e
;�'11+ �►' ! 'o"c' 0 CLASS
Town Code Plant T x Code Ticket Number
IN
1 1476
AG. TW AC. TW AG3 A02 AG 1 AC 1 TOTAL
40 6 i, 1670 2890 7420 469 7889
30 5 3150 5800 15570 942 16512
60 4 3220 5470 15360 947 16307
r
NET LOAD= 20. 35 TONS
LOAD #= 4 J/P TOTAL= 80. 86 TONS
12/11/85 11 :39 _
-. CUSTOMER COPY- DUPLICATE
Received By ;�:
TICKET#
5309&5 THE BALF CO. 1430
04swo N"EWINGTON, CONN. 06111
549-3200
Sold To
T"N BUILDING CO �
TAX CODES: 1.TAXABLE 2.RESALE.3.EXEMPT -
Account Job Prod Truck Type of Product
71200 0 2 0 CLASS 2
Town Code Plant Tax Code Ticket Number
., . 1 1430
AG. TW ' 19C. TWl AG3 AG2' q'G 1 AC 1 TOT
—,�'0 `•, g„w... 1560 2780 7550 470 8020
10 6 ` 3170 5520 15650 „944 1 r,5' 4
0 8 3190 5380 *15410 947 y_ '46357
A
NET LOAD= 20. 49 TONS
L'QAD # = 2 J/P TOTAL= 40. 41 TINS
op 12/11/85 09.22
' . CUSTOMER.-COPY - DUPLICATE
Received By
a6M THE BALF CO.
NEWINGTON, CONN. 06111 427
549-3200
Sold To
T—M BUILDING CO
TAX CODES: 1.TAXABLFE 2.RESALE &EXEMPT
Account Job ,trod Truck Type of Product
71200 0 CLASS
Town Cod °,y Plant j,'Tax Code Ticket Wumber
0 2 1 1427
AG. TW` AC. TW AG 3 AG2 AG 1 AC 1 TOTAL
--20 '':. 2- 1720 2790 7550 467 8017
0 { 7 3150 5490 14950 942 15892
10 4 3160 5430 14990 949 15939 �r
` NET. LOAD= 19. 92 TONS
'OAD #= 1 J/P TOTAL= 19. 92 TOMS
12/11/85 09: 19 G
CUSTOMER COPY - DUPLICATE Received By
a TICKET# I
%IN9271 THE BALF CO. 475
.
NEWINGTON, CONN. 06111 `
549-3200
Sold To
T=M UILDING CO
TAX CODES: 1.TAXABLE 2.RESALE 3.EXEMPT
Account Job Prod Truck Type of Product
71200 2 CLASS 2
Town Code plant Tax Code Ticket Number _A
1 1475
AG. TW --AC. TW A63 A62 AG 1 AC 1 TOTAL
10 -2 1700 2880 747O 469 7939
µ 0 5 3230, 5530 15260 939 16199
50 4 3170 5520 15120 946 16066
f
i NET LOAD= 20. 10 TONS
.� LdAD #= 3 J/P TOTAL= 60. 51 TONS
12/11/85 11 :36 Gv
i� CUSTOMER,COPY - DUPLICATE Received By
. � E
FUKMD-JUI IVWN:-T u1 ?8ALF�� `Q• <_.TICKET#
%W99,V
165364
NEWING'TON, CONN. 06111
549-3200 -
' ' PRODUCT CODES
- '1.CLASS V/2" 15.. 29.CAL.CH.BASE .
2.CLASS 2 16. 30.LARGE PROCESS STONE
3.CURB 17. - 31.SMALL PROCESS STONE
4.PREMIX 18. - 32.CONCRETE SAND
5.MC 250 COLD PATCH 19.DRIVEWAY 33.BANK GRAVEL
6.PELMA PATCH 20.2"STONE 34.2"BLEND GRAVEL
7. - 21.1'/,"STONE 35. 34"BLEND GRAVEL
8.MC-.MIX FINE - 22. %"STONE 36.LARGE PROCESS GRAVEL
-' AE 3AI373S 9. 23.''A"STONE 37.SMALL PROCESS GRAVEL-
10.OTHER-BITUMINOUS CONC. 24. %"STONE 38.SCREENED SAND
11.CLASS 1'h". - 25.DUST 39..MASON SAND
12.CLASS 12 26.RIP RAP 40.FILL
13. 27.SURGE 41.WOOD CHIPS
14.O/G FRICT.COURSE 28.CRUSHER RUN 42,TOPSOIL
_TAX CODES
1. = TAXABLE 2. = RESALE, 3. = EXEMPT
'TOWN OF SO W I NDSOR
MANCH o PLANT
ACCOUNT JOB PRODUCT TRUCK TYPE OF PRODUCT 1
65 0 ? 1
TOWN CODE PLANT TAX CODE TICKET NO.
0 6 :3 165364 � t�
TKO TARE= 16.21 TONS
PROSS WT= 36.27 TOMS
NET I.._QAD.= 20.00 'TONS L.OAII NO*= 2 ,J/P TOTAL..= 40,05 TONS '
1.1/22/85 10+02
1
CUSTOMER COPY - DUPLICATE
4 .r FORM 13-3U1 MAN-
'W i TICKET#
G& THE � BALF"�� O. 364
NEWINGtON, CONN. 06111
549-3200
PRODUCT CODES
1.CLASS 1'/:" 15. 29.CAL.CH.BASE
2.CLASS 16. - 30.LARGE PROCESS STONE
3.CURB- - 17. 31.SMALL PROCESS STONE -
4.PREMIX 18. 32.CONCRETE SAND
5.MC 250 COLD PATCH - 19.DRIVEWAY 33.'BANK GRAVEL
6.PELMA PATCH 20.2"STONE 34.2"BLEND GRAVEL -
7. - 21 114"STONE 35.G"BLEND GRAVEL
8.MC-MIX FINE 22.3/4"STONE 36.LARGE PROCESS GRAVEL
-
A9 3N3J321 9. 23. %"STONE 37.SMALL PROCESS GRAVEL
10.OTHER-BITUMINOUS CONC. 24. %"STONE 38.SCREENED SAND
11.CLASS 1 3/." - 25.DUST 39.MASON SAND -
12.CLASS 12 26.RIP.RAP- 40.FILL - -
13. 27.SURGE - 41.WOOD CHIPS ,.
-14.O/G FRICT.COURSE 28.CRUSHER RUN 42.TOPSOIL
TAX CODES
1. = TAXABLE 2. RESALE 3. = EXEMPT
TOWN OF 50 WINDSOk
MANCM.PLANT
ACCOUNT JOB PRODUCT TRUCK TYPE OF PRODUCT
68500 0 ' 1
TOWN CODE PLANT TAX CODE TICKET NO.
0 6 3 165364
/ 67
TK. T'ARE= 16.27 TONS
GROSS WT= 36.27 TONS
NEI' LOA11 µ 20.00 TONS LOAD NCB.= 2 J/P TOTAL= 40*05 TONS
41
�r
CUSTOMER COPY o ORIGINAL
o' -7/ -,
T .
NCY G JV l VAN-
TICKET
NEWINGTON, CONN-. 06111 16G353 549-3200
PRODUCT CODES
1.CLASS 1 A"- 15. 29.CAL.CH.BASE.
2.CLASS 2 16. -- 30.LARGE PROCESS STONE
-. 3.CURB - 17. 31.SMALL.PROCESS STONE -
- - 4.PREMIX 18. _ - 32.CONCRETE SAND
5.MC 250 COLD PATCH 19.DRIVEWAY 33.BANK GRAVEL
6.PELMA PATCH 20.2"STONE 34.2"BLEND GRAVEL
7. 21.1'/.":STONE - 35.'/.":BLEND GRAVEL ..
8.MC-MIX FINE 22.3/."STONE 36.LARGE PROCESS GRAVEL
43AI3J34 9. 23. 'h:"STONE 37.SMALL PROCESS GRAVEL -
�,'��"��'" - - 10.OTHER-BITUMINOUS CONC. 24. %"STONE 38.SCREENED SAND --
,[ 11.CLASS 1 W" 25..DUST 39.MASON SAND ,
FF_ 12.CLASS 12: 26.RIP RAP 40.FILL
``. 13. 27.SURGE 41.WOOD CHIPS
14.O/G FRICT.COURSE 28.CRUSHER RUN 42.TOPSOIL
TAX CODES
1. TAXABLE 2.= RESALE 3. = EXEMPT
1 v,
r
MANGH..PLANT
ACCOUNT JOB PRODUCT TRUCK TYPE OF PRODUCT
}
68500 0 2 1
TOWN CODE PLANT TAX CODE TICKET NO.
0 6 3 165353 /6 -7 L k
TK. TAPE.~ 16.27 TONS `.
GROS'S WT- 36.32 TONS
NET °'LOAD= 20.05 TONS LOAD NO.= 1 ,J/P TOTAL- 20.05 TONS
x 1/,?.2/8,5- 08 t 1:?
CUSTOMER COPY - DUPLICATE
-07 HEJ A LF-; �V V� FORM B=30T:MAN'tc
TICKET#
NEWINGTON, CONN. 06111 165353
549-3200
PRODUCT CODES
1.CLASS 1'/x" 15. _ 29.CAL.CH.BASE
2.CLASS 2 16. 30.LARGE PROCESS STONE -
3.CURB .17. - 31.SMALL PROCESS STONE:- -
4.PREMIX - 18. - - - 32.CONCRETE SAND .
5.MC 250 COLD PATCH 19.DRIVEWAY 33..BANK GRAVEL
-6.PELMA PATCH - 20.2"STONE 34.2"BLEND-GRAVEL
7. - 21.1'/."STONE 35.3/4"BLEND GRAVEL
�. 8.MC-.MIX FINE 22. '/,"STONE - - 36.LARGE PROCESS GRAVEL
(13AI3:)3S 9. 23.%"STONE 37.SMALL PROCESS GRAVEL
10.OTHER-BITUMINOUS CONC. 24. 36"STONE 38.SCREENED SAND
11.CLASS 11/, - - 25.DUST 39.MASON SAND - ` -
./ 12.CLASS 12 - 26.RIP RAP 40.FILL
13. 27.SURGE 41.WOOD CHIPS
14.O/G FRICT.-COURSE 28.CRUSHER RUN 42.TOPSOIL
TAX CODES
L - TAXABLE 2, RESALE 3. = EXEMPT
TOWN OF SO W INS SOR
MANCH..RLANT >�
ACCOUNT JOB PRODUCT TRUCK TYPE OF PRODUCT .
68500 0, 2 1
T{31NN CODE PLANT TAX CODE TICKET NO.0 6 3 165353 /6 "7 L/9'
TKe TARE- 16.27 TONS .
NET LOAD= 20,05 TONS LOAD NO.= i J/P TOTAL= 20.05 TONS
11/22/85 OO 4* 12
CUSTOMER COPY ORIGINAL
emo rom /
TOWN OF SOUTH WINDSOR
TOWN HALL
SOUTH WINDSOR, CONN. 06.074
I .
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DATE f ^..: l J f•
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1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
�wsoR.-C-0 � AREA CODE 203/644-2511
M E M 0 R A N D U M June 13 , 1985
TO: Richard J. Sartor, Town Manager
RE: F. J. SMITH EQUIPMENT COMPANY
AVERY STREET PUMP STATION - ODOR CONTROL
Attached is a memorandum from Fred Shaw relative to the events
that have recently transpired concerning the Avery Street Pump
Station odor problems.
As you are aware, this problem has existed too long . This is the
reason I sent the certified letter on May 16 , 1985 to T & M
Builders (also attached) .
The Town Staff has had numerous contacts with Mr. Frank Smith
in the past, and we have always. had a good working relationship
with him. The actions of T & M in employing Mr. Smith can be
equated to building a road without a design. The request to
T & M has always been to have a designed system that we could
have confidence in. Our efforts were never meant to impugne
Mr. Smith's reputation as an installer of mechanical equipment.
Rob t Arsenault
Director of Public Works
RA:bmr
cc: C. F. Shaw, Supt. of Pollution Control
Attachments
M E M 0 R A N D U M June 6 , 1985
TO: Robert Arsenault, Director of Public Works
RE: F. J. SMITH EQUIPMENT COMPANY
AVERY STREET PUMP STATION - ODOR CONTROL
I personally regret the wholly insensitive and undeserved rebuke
Mr. Smith received from an employee of the T & M Building Company
(reference Mr. Smith' s letter of May 4, 1985 ) . However, the
rebuke was an inappropriate response by an apparently overzealous
T & M employee to my recommendation that they secure the technical
services of a firm that has the experience and chemical engineering
expertise in the application of hydrogen peroxide systems.
Mr. Smith is in the business of selling and servicing pumps and
power generating equipment. T & M purchased chemical feed
equipment from Mr. Smith. Mr. Smith provided those services for
which he is in business . Therefore, Mr. Smith performed in a
business-like manner, and the reputation of his firm should not
be impugned.
The T & M response is the result of their unawareness that the
installation of a hydrogen peroxide system requires a knowledge of the
chemistry of hydrogen peroxide. Mr. Smith is not a chemist, and
this misunderstanding could have been avoided if T & M had hired a
qualified consultant as requested by the Town for the design and
installation of a hydrogen peroxide system.
T & M apparently no longer benefits from the consulting services
of Lombardi Associates in Vernon; this engineering firm was the
first to be involved in this effort to control odors at the
Avery Street Pump Station.
In a meeting with T & M official Martin Sirkin, on Thursday,
March 14 , 1985 , I recommended that they install an automatic
hydrogen peroxide system.
T & M reported that the equipment had been ordered, but when two
odor complaints were received on May 13th, a certified letter
(Exhibit A) was mailed to T & M requesting immediate action to
control the odors.
Memorandum
To: R. Arsenault, Director of Public works
Re: F. J. Smith Equipment Co.
Avery Street Pump Station - Odor Control
June 6 , 1985
Page 2.
The equipment was installed on Saturday, May 18th; I inspected
this installation at a later date, and found that the chemical
was being introduced into the force main rather than into the
station wet well as I had recommended. Furthermore, the chemical
drum was nearly empty. My overall impression was that this
system had not been designed by a qualified consultant; this fact
was subsequently confirmed by T & M officials Mark Davis and
Ralph Miller in telephone conversations on May 28th and June 4th ,
respectively.
In my discussion with Mr. Miller, I recommended that T & M
needed the services of a consultant who had a knowledge of the
chemistry of wastewater applications of hydrogen peroxide systems .
I offered my assistance and requested of Mr. Miller that I be
kept informed as to their progress.
C. F. Shaw, Superintendent
Bureau of Pollution Control
CFS:bmr
Attachment
s w
•
�.�owN sf,t�
O F
U
w� 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074
f~osoe,ca� AREA CODE 203/644-2511
CERTIFIED MAIL: #P042890542
May 16 , 1985
Mr. Abraham Temkin
T & M Builders, Inc.
110 Brook Street
Torrington, CT 06790
RE: AVERY STREET SEWAGE LIFT STATION
ODOR CONTROL
Dear Mr. Temkin:
The Town continues to receive odor complaints from residents near
the Avery Street Pump Station.
Previous efforts to control these odors have not been effective.
This situation cannot be allowed to continue.
The pump station was not originally designed for the control of
odors during the early low flow years . A permanent and effective
odor control system must now be designed and installed by a
qualified consultant.
If this problem is not corrected immediately, the Town will
intervene and stop the issuance of any more building permits ,
and have proper odor control systems designed and installed at
the expense of T & M Builders.
Furthermore, the Town will not take ownership of and responsibility
for operating this station until such effective and permanent odor
control facilities are installed at the station.
The Town Staff will be available to answer any questions you may
have in resolving this odor problem.
Very truly yours,
Ro rt . senault
Director of Public Works
RA:bmr
cc: Richard J. Sartor, Town Manager
C. F. Shaw, Supt. of Pollution Control
T. D' Auria, Chief Building Official
Reply to: P.O. Box 559
owN SfA`�
Towt, 0-19 SOUL(, ?d1:f_U:&0t
1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
c,
SOR-CO AREA CODE 203/644-2511
May 13, 1981
Richard Shattuck
Director of Public Works
1540 Sullivan Avenue
South Windsor, Connecticut 06074
Re: Incident on Avery Street, May 1, 1981 at 10:50 p.m. Concrete Object
allegedly lying on roadway.
Dear Dick:
Kindly conduct an investigation and determine whether or not your street
services department had any knowledge or any received any complaints or
information concerning an object in the roadway on Avery Street on the
day or evening in question. Please conduct your investigation promptly
and notify my office in writing with a copy to Thomas -Burgess, the Town's
insurance advisor.
VJChr*
r ,
Wher Gerlt
T
j ah:
�O
Glot
O 0 ♦ 11
,z 9
t0*" 3f4
N -t 0_/?S-01ttlA ?A��
w� 1540 SULLIVAN AVENUE . SOUTH WINDSOR, CONN. 06074
soR•co AREA CODE 203/644-2511
DEPARTMENT OF PUBLIC WORKS
RICHARD A.SHATTUCK,DIRECTOR
ME M 0 R A N D U M May 22, 1981
TO: Wayne C. Gerlt, Town Attorney
RE: CONCRETE OBJECT ON AVERY STREET
As per your request. on May- 13, 1981, I have investigated and cannot
find any report of a concrete object being on Avery Street May 1, 1981
and can find no such claim-recorded with the Street Division.
If I can be of further assistance, please advise,
Richard A. Shattuck
Director of Public Works
RAS:bw
cc: Thomas M. Burgess Company, Inc.
PUBLIC: WORKS DEPARTMENT
POLLUTION CONTROL DIVISION
MEMORANDUM
TO Donald McLaughlin...Building Inspector
FROM Melvin Edwards, Jr....Sanitary Inspector
DATE 20 July, 1976
SUBJECT LOT "A" AVERY STREET
Attached is a copy of the approval chit on the sanitary sewer for
the subject house. This chit, as provided by Sewer Ordinance, is for
your information and records.
I request, however, that you withhold issuance of the Certificate
of Occupancy until all financial arrangements - including, but not
limited to, the connection charge - are finalized by Public Works
Director Young and Mr. Kelley.
Your cooperation in this matter will be greatly appreciated.
wards, Jr.
Sanitary Inspector
cc . Allan S. Young - Director of Public Works✓
Edward C. Moniz - Collector of Revenue
Richard S. Kelley
file (Permit 1120)
MAURICE MYRUN
COUNSELOR-AT-LAW
77 BARKSOALt ROAD
WEST HARTFORD, CONNECTICUT 06117
TgLEPHON€:. 232-2079 -
23 February 1976
Terry V. Sprenkel
Town Manager
1540 Sullivan Avenue
Town Hall
South Windsor, Connecticut 06074
Dear Mr. Sprenkel
Mr. and Mrs. Louis G. Baker, my clients, purchased a house
at -62.0 Avery Street, South Windsor, July 18 , 1975 , from. -Dwight-
T. Winter and Pauline L. Winter.
The Baker's , at the time of purchase, and-, to the present;
make use of a sewage disposal system installed in accordance
with a town permit, application No. 541, dated September 17 ,
1964. Unknown to the Baker's, before or at the time of .purchase,
was the fact that a substantial part of this system lies on
property adjacent to theirs. (See photocopy of application No.
541 enclosed) . That property is recorded in the name of J. Kirby
Holcombe, of 17 Norman Drive, South Windsor.
It has come to the attention of the Baker's that Mr.
Holcombe is preparing to build on his lot. It is requested that . :
Mr. Holcombe not be permitted to pursue any construction activity
on his property that would interfere with the use by. the Baker' s
of the sewage disposal system until they have had an opportunity
to tie in-with sewer line in front of, their property.
Very truly yours ,
MAURICE MYRUN
Ns1x/l zb
Enclosure
cc: Emil Lucek, Town Engineer
Donald McLaughlin, Building Inspector
J. Kirby Holcombe
Attorney -Leonard Jacobs
TOWN
B.UILDI �� DE.? t1RTME.W
�uutit 4Yincisor, �enrr>°t;icut - -_ .
A 0 01 icatibrr for rr; i :ca ns all �r. Repair;IndiYid ti. Selyase..Pisvosal. System
y
Application IN
TO=-fi .DiTLLI�I�i G I3EP_ Ttils.��TT _ Dati 'rf
- ,_ 19-r7
A permit"i.s requested for r oar or-coas ruc.dou of an mdivi.dual sewn a disposal system concernzaa Tvhlc +.t?aw
iollowing:1niormatioa is sabraittecl
1--Owner-of.I'ro c ,vC�,,, ddress oz Owner rtJ
- :Lacatfasr-oz PrQnext3� ,f - - Lot: No z
I`� or Str-z:ctur b Fri. � _L1 - . Io- of BxiLoams ' - n �
(�we,aiz Commercial zuilding.Story,ate-
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3. rPlt=2biug 's` tuxes Watsr Closets j Urinals �4, Batatuos '
_ Lavatories
^ Saovsrers___ �, itcltett Sus�cs— ,t 'Tsaundr:r Tubg G arks ga-Grin of O'er
6 Triquid-Caparsty"r SeptZIVIatenal of septic Tam
Safi eon s_ :Tyge of Soil i�axuaum ground wateT•'table
>v - ca�s•,. ,.,.; - ( sd.. aavei,CSa�-ate j :�; y
- If:not;served by-public water sugaly .Distance £Tara.Owne-es v�rell `v � i�r avi acijas ent.�sreils -�
9 Distauce-to-atazest~ rater rourse, drainage:dstrs�storm drzw. or.-embai2anent, "r _
.� - s -
1Q._:Pcrcrslatzo Testa. Tune sor-1" drop ixr soli test + f 7` Class&cation of soil t r'I r
1I. 1linizauzss sc#uar feet of ezctiveoage area required
14 LaaC's7in ,SySteri :"Nvrrsber aL treriCks�--rr� -=LeB�h r � :� Widtt2
'T^ '♦ 4 .� r-Gr;.�. 4Y:. 1aM�CsiJE'�11YSuuY ,zz,
_� �M��[S�C�S' �i3t� � a���4�15aIITi>L�Y$--4i1�� {?�'3'iEF' t�8�"IIf�S l2Y�i3ii�•�i31M'� h
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x
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Pe=nit Issued 19 B,
irscallawon Ca;-nleted, Icspected and Approved 1g B�
T_0' V/ W ovSiLill ' 1d&
1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
k��oSOR co�� AREA CODE 203/644-2511
April 8, 1975
Mr. Terry V. Sprenkel
Town Manager
Town Hall
South Windsor, Conn. 06074
Dear Mr. Sprenkel:
Please be advised that the South Windsor Town Council, at the
regular Council meeting of April 7, 1975, voted to approve the
following resolution:
BE IT RESOLVED that the South Windsor Town Council hereby
accepts the following roads as public highways of the
Town of South Windsor as set forth in the deeds shown as
Exhibits A.B.C� : /��e
�I Y Berle Road 4'r
Y" Arnold Way ��e�..oc�.,.�1� ( (.�j► '�?'
11 Brewster Road
Gj��/ T� Gray Road, also knocan as Meadow Lane
Road stub for future street off Gray Road between
lots 39 and 40.
Very truly yours,
Winifred H. Wilson
Clerk of the Council
cc: Emil Lucek, Director of Public,Works
Charles Enes, Town Clerk
William Lanning, Eire Marshal
Planning and Zoning -Commission
STATE OF CONNECTICUT
\ " � " NEC
DEPARTMENT OF TRANSPORTATION n o
1 24 WOLCOTT HILL ROAD, P.O. DRAWER A OF 19LP����
Oui T y,StNF-
aar/sru„r WETHERSFIELD, C.ONNECTICUT 06109
JOSEPH B. BURNS
COMMISSIONER tr
November 22, 1974 i Ir
c
Mr. Emil Luc ek
Director of Public Works
Town of South Windsor
1540 Sullivan Avenue
South Windsor, Connecticut o6074
Dear Mr. Lucek:
Subject: Avery Road over Avery Brook - South Windsor
On November 7, 1974, the Bridge Safety and Inspection Section
inspected the subject structure as you requested.
The concrete slab deck is deteriorated on the west side of the bridge
and traffic has been blocked from this area, as you know. Except for this small
area, the rest of the slab appears sound. The abutments are partially undermined
along their entire .length and there are full length longitudinal cracks in the
abutment faces. Riprap has been dumped into Avery Brook on the west side of the
bridge in an attempt to stop further undermining.
We feel that traffic can be maintained on the sound portion of the
concrete slab, but that the Town should inspect the bridge at least once a week
for further signs of deterioration. It is understood that the Town plans to
replace the bridge with steel pipe arches and that State District I personnel
will review the drainage requirements.
We recommend that the bridge be replaced as soon as possible and in any
event before the Spring of 1975. The riprap on the west side of the bridge
restricts the opening and the additional water which is normal in Spring would
no doubt cause additional undermining .leading to the collapse of the structure.
Very truly yours,
L
i"
)��John F. Cavanaugh
Engineer of Bridges and Structures
Bureau of Highways
Capitol Region
Council of Governments
S 70
AVERY
STREET
Yffa.D TRAFFIC
STUDY
January 1983
r
Ra
Prepared for
The Town of South Windsor
W66j7AX.
'air
AVERY STREET TRAFFIC STUDY
w
Prepared for
The Town of South Windsor
by
Billy G. Taylor
Senior Transportation Engineer
Capitol Region Council of Governments
214 Main Street
Hartford, Connecticut 06106
January 1983
Prepared in cooperation with the U.S . Department of Transportation, Federal
Highway Administration and the Connecticut Department of Transportation. The
opinions, findings, and conclusions expressed in this publication are those of
the Capitol Region Council of Governments and do not necessarily reflect the
official views or policies of the Connecticut Department of Transportation
or the U.S. Department of Transportation.
TABLE OF CONTENTS
Page
INTRODUCTION 1
SUMMARY OF RECOMMENDATIONS 2
PHYSICAL FEATURES 3
EXISTING CONTROL MEASURES AND DEVICES 10
TRAFFIC CHARACTERISTICS 10
ACCIDENT EXPERIENCE 12
RECOMMENDATIONS 12
REFERENCES 18
w
LIST OF FIGURES
Figure Title Page
1 Proposed Signing 5-9
2 Proposed Realignment of Beelzebub
Road and Woodland Drive 17
3 Proposed Realignment of Lawrence Road 18
LIST OF TABLES
Table Title Page
1 Avery Street Traffic Volumes 11
u
INTRODUCTION
The contents of this report document the results of a traffic engineering
analysis of Avery Street in South Windsor, conducted by the staff of the
Capitol Region Council of Governments at the request of Town Manager Richard
J. Sartor.
The purpose of the analysis is to make recommendations that would improve
traffic operations and safety along Avery Street. In order to make this
evaluation thy_ following factors are considered: accident experience, physical
features of the road, traffic characteristics, existing control measures and
prevailing vehicle speeds.
The recommendations made are for two sets of actions. One set includes low
cost measures such as signing, pavement markings and tree trimming that should
be implemented immediately. The other set encompasses improvements such as road
reconstruction, intersection realignment and sidewalk construction that will
require substantial investment by the Town.
r.
1
SUMMARY OF RECOMMENDATIONS
The following low cost recommendations should be implemented immediately:
1 . Upgrade the signing to reflect good engineering practice and conform
to the Manual on Uniform Traffic Control Devices The major elements of
this program are:
A. Change the posted speed limit to 35 m.p.h.
B. Remove the STOP and STOP AHEAD signs on the Avery Street approaches to
the intersection with Orchard Hill Drive and Benedict Drive. If two-
way STOP control alone is not acceptable to area residents , the addi-
tion of an intersection control beacon can be considered. Two-way
STOP control with intersection control beacon is much more desirable
than the present four-way STOP control.
C. Post the warning sign LIMITED SIGHT DISTANCE with 25 m.p.h. advisory
speed plate on both approaches to the vertical curve approximately
1200 feet north of Pine Knob Drive.
D. Add the advisory plate ALL WAY to the STOP signs that will be re-
maining as all-way STOP intersections.
E. Replace the non-conforming SLOW SCHOOL sign with the proper school
advance sign on the northbound approach to the Learning Place, 839
Avery Street.
F. Remove all of the non-conforming SLOW CHILDREN signs since they serve
no useful traffic control purpose.
2. Restore essential pavement markings including centerlines and stop lines
to Avery Street and the intersections with Avery Street.
3. Make the following modifications to the Avery Street/Orchard Hill Drive/
Benedict Drive intersection:
A. Narrow the Orchard Hill Drive approach to the intersection to conform
to Town of South Windsor standards for a collector street and install
curb returns at the proper radius.
B. At the same time realign the Orchard Hill Drive approach so that it
lines up smoothly with Benedict Drive.
C. Remove the traffic island from Orchard Hill Drive at the same time.
4. Increase police presence and enforcement , particularly in the vicinity of
" Orchard Hill Drive, for a period of time following STOP sign removal on
the Avery Street approaches to this intersection. Publicize the removal
in the press.
5. Relocate the U.S. Postal Service mailbox that is within the intersection
of Avery Street with Woodland Drive.
2
6. Trim the trees at the southeast corner of Avery Street and Benedict
Drive to improve the line of sight to the south for motorists emerging
from Benedict Drive. Do this periodically as needed.
7. Selectively trim trees and bushes that• partially obscure some of the
signs along Avery Street periodically as needed.
8. Maintain the existing level of traffic law enforcement on Avery Street.
The following high cost improvements should be made as funds become available:
1 . Realign the Woodland Drive/Beelzebub Road/Avery Street intersection so
that Woodland and Beelzebub oppose each other at right angles with Avery
Street. This would include the elimination of the median on Woodland
Drive.
2. Relocate the southern end of Lawrence Road to the west to oppose Avery
Street at Dart Hill Road. Narrow the Avery Street approach to this inter-
section to conform to Town standards and remove the traffic island.
3. Construct a sidewalk along the east side of Avery Street between Raymond
Road and the Manchester town line.
4.- -Reconstruct Avery Street between Kelly Road and Dart Hill Road for a
40 m.p.h. design speed and to meet Town standards.
PHYSICAL FEATURES
Typically, factors considered under this heading include design speed, charac-
teristics of the roadway surface, and measurable physical features.
The South Windsor portion of Avery Street extends in a northerly direction from
the Manchester town line to Dart Hill Road, a distance of approximately 2.4
miles. Avery Street has a rolling profile with grades up to 10% and its hori-
zontal geometry is nearly tangent. A gentle horizontal curve is found just
north of Avery Street School .
The improved land abutting Avery Street is exclusively residential in use with
the exception of that of the Avery Street School and The Learning Place, a
nursery school , both louPted near the northern end of the street and a church
located at the corner of Beelzebub Road. Residential activity is denser along
the southern half of Avery Street than it is along the northern half, but
residential development is expected to rapidly continue especially along the
northern end.
Avery Street is designated as an urban systems street and is classified as a
collector street by the Town's Plan of Development. By designating Avery
Street as a collector it was recognized that the street primarily functions
to carry local traffic movements while providing land access and allowing some
usage by through traffic. Collectors that intersect Avery Street are Orchard
Hill Drive, Kelly Road, Beelzebub Road and Dart Hill Road. In addition, seven
local roads intersect Avery Street.
3
Avery Street is not only channelling traffic from the many local streets it
intersects, but also serves as a link in trips made from west to east between
residential areas to the west and the Vernon Circle area by way of Kelly Road.
It is also a convenient route to Exit 94 of 1-86 just to the south of Route
30 in Manchester.
Although it is functioning as a collector, Avery Street does not conform to
current design standards. It is too narrow (pavement width varies but in
general is between 22 and 25 feet) , has a number of vertical sight restrictions ,
for the most part lacks curbs and proper drainage and, except for a 400 foot
segment between Raymond and Kelly Roads, has no sidewalks.
Since 40 m.p.h. is generally considered an appropriate design speed for a
roadway such as Avery Street2, sight distance was checked for 40 m.p.'h Where
not adequate for 40 m.p.h. , sight distance was also checked for a speed of 30
m.p.h. The existing vertical geometry leaves Avery Street with a number of
locations which do not have adequate stopping sight distance for a speed of
40 m.p.h. and three spots do not have sufficient stopping sight distance for
30 m.p.h. (Figure 1) . These three locations are just south of Woodland Drive
(for northbound traffic) , just south of Pine Knob Drive (for northbound traffic)
and approximately 1200 feet north of Pine Knob Drive in the vicinity of the
nursery school (for northbound and southbound traffic) .
Although there are a number of intersections with other collectors and local
roads, insufficient intersection sight distance is a problem at only two inter-
sections: at Pine Knob Drive and at Beelzebub Road/Woodland Drive. Drivers
waiting on these streets to enter the flow of traffic on Avery Street would
not have time to do so safely if the northbound traffic on Avery Street were
not required to stop or slow down.
Many of the intersecting streets were poorly designed to create offset inter-
sections , intersections that are too close together and excessively large
intersections. These conditions cause driver confusion and increase both the
number and area of conflicts.
The Orchard Hill Drive intersection was constructed slightly offset from
Benedict Drive and the area of the intersection is much too wide. The ex-
cessive radii encourage drivers leaving Orchard Hill Drive to do so without
stopping.
The intersection withloBeelzebub Road and Woodland Drive is offset making
movements through the intersection more complicated and the potential for
conflict greater. The boulevard appearance of Woodland Drive further con-
fuses the movement of traffic. A poor choice was made in locating a U.S.
Postal Service mailbox within the intersection.
Another poor intersection is found at Dart Hill Road. Lawrence Road is off-
set. In addition, the Avery Street leg contains an island and is excessively
wide.
In general , the pavement on Avery Street is in good condition south of Kelly
Road and only in fair condition north of Kelly Road.
4
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AVERY STREET STUDY • Town of South Windsor , Connecticut JULY 1982
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AVERY STREET STUDY - Town of South Windsor , Connecticut JULY 1982
( .',1% , PROPOSED SIGNING Figure 1
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AVERY STREET STUDY Town of South Windsor ; Connecticut JULY 1982
erC6q PROPOSED SIGNING Figured
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AVERY STREET STUDY Town of South Windsor , Connecticut DULY 1982
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EXISTING CONTROL MEASURES AND DEVICES
Existing control measures and devices consist of signing, pavement markings
and police enforcement.
An inventory of signing revealed that there are a number of signs along Avery
Street, some of which are improperly placed, have no useful purpose or do not
conform to the standard uses and shapes necessary to assure the orderly, pre-
dictable and safe movement of traffic.
As outlined in the Manual on Uniform Traffic Control Devices, a traffic control
device should meet the following basic requirements:
1 fulfill a need
2. Command attention
3. Convey a clear, simple meaning.
4. Command respect of road users.
5. Give adequate time for proper response.
Signing along Avery Street includes 9 speed limit signs (30 mph) , 7 STOP signs,
4 STOP AHEAD signs, 4 School Advance signs, 3 No Parking signs, 2 BLIND DRIVE-
WAY signs, 1 Side Road sign, 1 SLOW SCHOOL sign (not conforming to shape or
message) , 2 SLOW CHILDREN signs (not conforming to shape) , 1 SLOW WATCH OUT
FOR CHILDREN sign (not conforming to shape) , and 1 SLOW CHILDREN AT PLAY sign
(not conforming to shape) . There is a flashing yellow hazard identification
beacon suspended over the roadway at the Learning Place. It is operated only
during the hours when a hazard exists due to school activities.
Two types of pavement markings have been used extensively on Avery Street in
the recent past. There are faded remnants of a double yellow center line and
of stop lines. At some intersection approaches there are remnants of more than
one stop line. A crosswalk has been delineated at the Avery Street School
although it is not signed and apparently not used very much.
Enforcement procedures are regularly undertaken by South Windsor Police to
control speeds on Avery Street. Radar is employed approximately twice a month.
Police records and conversations with the police seem to indicate that the
use of excessive speed by motorists is not very widespread. There are other
streets in South Windsor where the use of radar results in many more summons
than on Avery Street..
TRAFFIC CHARACTERISTICS
A spot check of free-moving vehicles was conducted in two locations. A free-
moving vehicle is one in which the driver may choose his own speed because
he is not restricted by other vehicles. The 85-percentile speed* is the
principal factor that is generally used to set speed limits.
-, The 85-percentile speed is the speed at or below which 85 percent of the
vehicles are traveling.
10
A spot speed check in the vicinity of Clinton Drive revealed the mean speed
to be 37.5 m.p.h. and the 85-percentile speed to be 40 m.p.h. Nearly 85%
of the vehicles observed were travelling at speeds between 31 and 40 m.p.h.
Speeds checked north of Pine Knob Drive were slightly higher, probably re-
flecting the less dense development in the area and because the vehicles were
descending a steep hill . The mean speed was found to be 40 m.p.h. and the
85-percentile speed was 45 m.p.h. Approximately 78% of the vehicles were
operating at speeds between 36 and 45 m.p.h.
These observations indicate that the posted speed limit of 30 m.p.h may
be too low. It is generally agreed by traffic engineers in the United States
" that drivers usually adjust their speeds to the conditions of the road and
not necessarily to posted speed limits .3
Field observations found little pedestrian activity along Avery Street pro-
bably because there is not a particularly attractive walking environment.
There are no sidewalks and the road is quite narrow. School children living
on Avery Street and in the area east of Avery Street do not walk to school .
Parking does not appear to be a problem and the percentage of large, commercial
vehicles using Avery Street is low.
Traffic counts conducted June 15-17, 1982 at four locations on Avery Street
indicate that average annual daily traffic (AADT) varies from a high of 5600
vehicles per day south of Orchard Hill Drive to a low of 2200 vehicles per
day north of Avery Street School . The AADT between Kelly and Beelzebub Roads
is 4600 indicating that there is a large reduction in traffic volume north
of Beelzebub Road.
The peak hour volume of 715 vehicles per hour was recorded between 7: 15 and
8: 15 a.m. south or Orchard Hill Drive. The peak hour occurred between 4:30
and 5:30 p.m. at the other locations on Avery Street (Table 1) .
TABLE 1
AVERY STREET TRAFFIC VOLUMES
June 1982
AADT Peak Hour Volume
Location (Vehicles/Day) (Vehicle/Hr.)
r South of Orchard Hill Drive 5600 715
Between Clinton Dr. & Glen- 4800 600
wood Road
Between Kelly & Beelzebub 4600 510
Roads
North of Avery Street School 2200 290
11
ACCIDENT EXPERIENCE
An extensive inventory of motor vehicle accidents in South Windsor was made
in connection with a transportation study authored by the South Windsor
Planning Department and recently released in draft form. The inventory in-
cluded the years 1977 to 1980.
Avery Street, as a whole, did not experience a particularly high accident
rate per million vehicle miles based on an estimated average daily traffic
(ADT) of 2740. 1982 ADT's of 4600 to 5600 for the portion of Avery Street
south of Beelzebub Road suggest that the accident rate per million miles
is actually much lower.
The transportation study also identified intersections with major, moderate
and minor accident problems. Identified as "moderate" problem intersections
were those at Benedict Drive/Orchard Hill Drive and Beelzebub Road/Woodland
Drive. The Avery Street intersections with Kelly Road and Dart Hill Road
were termed "minor" problems. This classification was based most heavily
on the absolute number of accidents and does not necessarily indicate a high
accident rate.
A review of all accident reports for 1979 through April 1982 was made for
this report in an attempt to determine if there are any unusually high fre-
quency accident locations and if there are any likely engineering solutions.
Fourteen accidents occurred in 1979, 6 in 1980, 12 in 1981 and 6 occurred
through April 1982 on Avery Street. Two of the accidents involved bicycles
and one involved a pedestrian who was fatally injured. Two other accidents
resulted in personal injuries. The other accidents caused property damage
only.
Many of the accidents resulted when vehicles ran off the road, hitting fixed
objects. A large proportion occurred during poor driving conditions , par-
ticularly when the pavement was snow or ice covered. A pattern to these
accidents is not evident.
As is to be expected because of their high traffic volumes (relative to the
other intersections on Avery Street) and their poor design, the intersections
at Orchard Hill Drive/Benedict Drive and Beelzebub Road/Woodland Drive have
been the site of higher concentrations of accidents than have the other
intersections along Avery Street. Most of the collisions were minor and
probably occurred 6t low speeds as the severity would indicate.
Although there does not appear to be a severe accident problem on Avery Street ,
one tragic event causes special concern and merits mention. A pedestrian was
recently struck and killed by a hit-and-run vehicle north of Orchard Hill
Drive. Weather and pavement conditions were not factors. A review of the
case indicates that, unfortunately, no application of traffic control devices
or engineering methods would have been able to prevent the pedestrian from
being hit.
RECOMMENDATIONS
Two sets of actions are being recommended. The first set is largely comprised
of a list of low cost improvements to traffic control devices (signs, pavement
markings) but also includes a minor intersection realignment and recommends
12
some trimming of trees and bushes. The second set of actions is much more
costly and is envisioned to be a long-term solution to the major deficiencies
of Avery Street. The second list of recommendations is generally presented
in the order in which it should be acted upon. Considerations beyond the
scope of this report, such as a change in development patterns or investigations
into the cost or engineering feasibility of each recommendation, may well
reorder these priorities.
Implement the following as soon as possible:
1 . UPGRADE THE SIGNING TO REFLECT GOOD ENGINEERING PRACTICE AND TO CONFORM
_4 TO THE MANUAL 'ON UNIFORM TRAFFIC CONTROL DEVICES (SEE FIGURE 1). SPECIFICALLY:
A. CHANGE THE POSTED SPEED LIMIT TO 35 m.p.h. The 85-percentile speed
on Avery Street was observed to be 40 m.p.h. in one location and 45
m.p.h. in another. The 85-percentile speed is the principal factor
generally .used by traffic engineers to determine speed limits. This
study has revealed that 40 m.p.h. is neither an unreasonable nor un-
safe speed at the locations where the spot speed study was made.
However, there are a few locations where stopping sight distance
restrictions dictate a safe operating speed of 35 m.p.h. There
are also two areas where stopping sight distance is even worse,
but because their proximity to intersections dictates the use of
an all-way stop, there is no need to lower the speed limit in
these areas. In general , 35 m.p.h. is a safe and reasonable
speed on Avery Street. Many studies have shown that the imposi-
tion of speed limits does not change average speed characteristics
and that traffic accidents can be reduced by posting reasonable speed
limits. Drivers will disrespect speed limits which they recog-
nize as being unreasonable.5
B. REMOVE THE "STOP" AND "STOP AHEAD" SIGNS ON THE AVERY STREET
APPROACHES TO THE ORCHARD HILL DRIVE/BENEDICT DRIVE INTERSECTION.
These conditions may warrant the use of a multiway STOP sign installation:
1 . Where traffic signals are warranted and urgently needed the
multiway stop can be used as an interim measure.
2. Where five or more reported accidents of a type susceptible to
correction by a multiway stop have happened in a 12-month
period b
3. In the case of Avery Street, where:
a. The total vehicular volume entering the intersection from all
approaches averages at least 500 vehicles per hour for any
8 hours of an average day, and
b. The combined vehicular and pedestrian volume from the minor
street must average at least 200 units per hour for the same
8 hours, with an average delay to minor street vehicular
traffic of at least 30 seconds per vehicle during the max-
imum hour.
6
None of these warrants is met for this intersection and there are
no other safety considerations that justify the use of an all-way
STOP control . Apparently the multiway STOP has been employed at
13
this intersection as a speed control device. The Manual states,
"STOP signs should not be used for speed control".7 State Traffic
Commission regulations also prohibit the use of STOP signs for
speed control .8 In addition studies have shown that STOP signs
are very ineffective in controlling speeds9 and have even suggested
that, between signs , an increase in speed may actually occur .
Another recently completed study concluded that indiscriminately
placed stop signs at low-volume intersections breed defiance of
the law and waste fuel1l The stop-go cycle dramatically increases
carbon monoxide (CO) emissions12, the effects of which are widely
known. By replacing this four-way STOP with a two-way STOP,
approximately 22,500 gallons of fuel and 13,500 hours of travel
time will be saved and 55,000 fewer pounds of (CO) will be emitted
into the air per year.
Although conversion of this intersection to two-way STOP control
is all that is necessary, the addition of an intersection control
beacon, estimated to cost $2000 to $3000 to construct, is considered
to be a more desirable solution than the four-way STOP that now
exists. The construction, maintenance and operating cost of the
flashing beacon would be more than offset by the user benefits.
C. POST THE WARNING SIGN, "LIMITED SIGHT DISTANCE" WITH 1125 m.p.h."
ADVISORY PLATE ON BOTH APPROACHES TO THE VERTICAL CURVE APPROXIMATELY
1200 FEET NORTH OF PINE KNOB DRIVE. This sign is necessary to
warn traffic that there is not adequate safe stopping sight dis-
tance available at this vertical curve on Avery Street and that
caution and a reduction in speed are required on the part of the
driver.
D. ADD THE ADVISORY PLATE "ALL-WAY" TO THE REMAINING ALL-WAY STOP SIGNS .
This usage is recommended in the Manual and aids traffic flow and
safety by better alerting the driver to the type of control used
at the intersection.
E. REPLACE THE NON-CONFORMING "SLOW SCHOOL" SIGN WITH THE PROPER
SCHOOL ADVANCE SIGN ON THE NORTHBOUND APPROACH TO THE LEARNING
PLACE, 839 Avery Street. The existing sign is not standard. It
does not conform to the nationally recognized use of shape and
message. The uniformity of traffic control devices is important
because it aids in recognition and understanding.
F. REMOVE ALL THE NON-CONFORMING "SLOW CHILDREN" SIGNS THAT SERVE NO
USEFUL TRAFFIC. CONTROL PURPOSE. SLOW CHILDREN signs do not ful-
fill a need or command respect of road users. It seems rather
obvious that children are to be found in most residential areas.
These types of signs tend to reduce the effectiveness of the
needed signs and waste money. A recent survey found the cost of
installing a STOP sign to range from $21 .60 to $100,00 with an
average cost of $58.43. 13
2. RESTORE CENTERLINES AND STOP LINES TO AVERY STREET AND STOP LINES TO
THE STREETS INTERSECTING_AVERY STREET. Centerlines provide important
guidance to motorists and should be used on collector streets such as
Avery Street. Stop lines indicate the point behind which vehicles are
required to stop for a STOP sign. These markings should be carefully
i t
located. Stop line remnants on Avery Street and intersecting streets
indicate some confusion about stop line location.
3. MAKE THE FOLLOWING MODIFICATIONS TO THE AVERY STREET/ORCHARD HILL DRIVE/
BENEDICT DRIVE INTERSECTION:
A. NARROW THE ORCHARD HILL DRIVE APPROACH: The current configuration
encourages noncompliance with the STOP sign. The new approach
should conform to the design standards of the Town for a collector
street.
B. SLIGHTLY REALIGN THE ORCHARD HILL DRIVE 'APPROACH TO LINE UP SMOOTH-
LY WITH BENEDICT DRIVE. This can be done at the same time as (A)
above.
C. REMOVE THE TRAFFIC ISLAND FROM ORCHARD HILL DRIVE. This will no
longer be needed in the realigned and narrowed leg of the inter-
section. Some minor modifications to the storm drainage system
will be necessitated by these improvements.
4. RELOCATE THE U.S. POSTAL SERVICE MAILBOX THAT IS WITHIN THE INTERSECTION
OF AVERY STREET AND WOODLAND DRIVE. This is not a desirable location
for drivers to stop and deposit their mail .
5. TRIM THE TREES AT THE SOUTHEAST CORNER OF AVERY STREET AND BENEDICT DRIVE.
This is necessary to improve the line of sight to the south for motor-
ists emerging from Benedict Drive. Tree trimming at other intersections
along Avery Street should be done as needed.
6. SELECTIVELY TRIM TREES AND BUSHES THAT PARTIALLY- OBSCURE SIGNS ON AVERY
STREET. As in (5) above, this should be done as needed.
7. INCREASE POLICE PRESENCE AND ENFORCEMENT, PARTICULARLY IN THE VICINITY
OF ORCHARD HILL DRIVE, FOR A PERIOD OF TIME FOLLOWING STOP SIGN REMOVAL
ON THE AVERY STREET APPROACHES TO THIS INTERSECTION. PUBLICIZE THE
REMOVAL IN THE PRESS . This action will help to ease the transition
period while drivers are becoming familiar with the new level of con-
trol of the intersection.
8. MAINTAIN THE EXISTING LEVEL OF TRAFFIC LAW ENFORCEMENT ON AVERY STREET.
The spot speed and accident studies conducte6 for this report indicate
that there has been an appropriate level of traffic enforcement on
Avery Street. - This should continue.
The following are long term improvements that should be made when resources
become available:
1 . CONSTRUCT A SIDEWALK ALONG THE EAST SIDE OF AVERY STREET BETWEEN RAYMOND
ROAD AND THE MANCHESTER TOWN LINE. This action would provide a side-
walk along the most densely populated portion of Avery Street that
would link with the existing sidewalk between Raymond and Kelly Roads.
Construction of a sidewalk north of Kelly Road is not being included
as part of this recommendation because of lower population density
and because it would be very difficult to build in this area.
15
2. REALIGN AND RECONSTRUCT THE WOODLAND DRIVE/BEELZEBUB ROAD/AVERY STREET
INTERSECTION SO THAT WOODLAND DRIVE AND BEELZEBUB ROAD OPPOSE EACH
OTHER AND FORM RIGHT ANGLES WITH AVERY STREET. ELIMINATE THE MEDIAN
ON WOODLAND DRIVE (See Figure 2) . Presently this offset intersection
creates an unnecessary potential for conflict and confusion. The
area of potential conflict is very large and the boulevard-like
appearance of Woodland Drive is confusing. No signing or pavement
markings indicate to which side of the median a vehicle can or cannot
go. By relocating Woodland Drive to the north and Beelzebub Road to
the south, major disruption to private properties should be avoided.
3. RELOCATE THE SOUTHERN END OF LAWRENCE ROAD TO THE WEST TO OPPOSE
AVERY STREET AT DART HILL ROAD. NARROW THE AVERY STREET APPROACH TO
CONFORM TO TOWN STANDARDS AND REMOVE THE TRAFFIC ISLAND (See Figure 3).
This action should be taken before development of the northwest
quadrant of this intersection. Reasons for this recommendation are
similar to those for the two intersections realignments recommended
above.
4. RECONSTRUCT AVERY STREET BETWEEN KELLY ROAD AND DART HILL ROAD FOR A
40 m.p.h. DESIGN SPEED AND TO CONFORM TO TOWN STANDARDS. This recon-
struction should include sidewalks and storm drainage. This portion
of Avery Street was chosen for reconstruction because it is generally
narrower, the pavement is in poorer condition and the vertical geome-
try is poorer than the section of Avery Street south of Kelly Road.
The section south of Kelly Road is generally adequate for speeds of
35 m.p.h. but is in need of sidewalks.
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AVERY STREET STUDY Town of South Windsor , Connecticut JULY 1982
C17ca9 PROPOSED REALIGNMENT OF BEELZEBUB ROAD & WOODLAND DRIVE Figl.lr+e 2
HEET OF
Capitol Region Council of Governments • Hartford, Connecticut SCALE : 1" 200' S
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AVERY STREET STUDY Town of South Windsor , Connecticut JULY 1982
Si arcoy PROPOSED REALLIGNMENT OF LAWRE"NCE ROAD Fj9111'@
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REFERENCES
I. U.S . Department of Transportation, Manual on Uniform Traffic Control Devices
for Streets .and Highways, 1978
2. Institute of Transportation Engineers, Transportation and Traffic Engineering
Handhnok; Prentice-Hall , Englewood Cliffs, New Jersey, 1979, p, 6U6
• 3. Ibid, p 854
4. Pignataro, Louis, Traffic Engineering, Prentice-Hall , Englewood Cliffs , New
Jersey, 1973, P. 393
5. Institute of Transportation Engineers, op. cit. , P. 853
6. U.S. Department of Transportation, op,cit. , pp. 213-3, 4
7. Ibid. p. 213-3
8. State of Connecticut, Regulation of State Traffic Commission, 1977, Sec.
14-298-523 (e)
9. Pignataro, op, cit. , P. 393
10. Taylor, Billy, Stop Signs for Speed Control , Their Effectiveness and Adverse
Effects, Student Thesis, University of Connecticut, 1979, p.
11 . "Stop Signs Breeding Lawlessness?" American City and County, May 1982, p. 9
• 12. Procedures for Estimating Highway User Costs , Air Pollution, and Noise Effects
Report 133, National Cooperative Highway Research Program, Highway Research
Board, 1972, p• 39
13. Van Gelder, William, "UTEC Forum: A Look at Signing, "ITE Journal , June 1982,
p. 26
MEMORANDUM
TO: Emil Lucek, Director of Public Works
FROM: Terry V. Sprenkel, Town Manager
DATE: September 12, 1975
SUBJECT: LACK OF PURCHASE ORDER FOR PURCHASE AND INSTALLATION OF CULVERT
ON AVERY STREET.
I have attempted to locate the purchase orders for the purchase of the metal culvert
material and labor and equipment contracted to install the culvert. To my knowledge
there haven't been any purchase orders filed though the project has been completed
and is accepted by the Town.
The dollar volume of this project is of sufficient volume that these purchase orders
should have been issued so as to properly emvumber the monies related to the cost
of the project.
cc: G. Ted Ellis, Controller
1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074
soe•co AREA CODE 203 f 644-2511
Public Works August 15, 1975
Mr. Frank Kamay, Dist. Supervisor
Connecticut Light & Power Company
Gas Division
King Street
Enfield, Connecticut 06082
Dear Mr. Kamay:
Re: Reconstruction o"very Street Culve"rt�
f
As you may know, on � u1�30 Lestez..$za�deiock of our Engineering
Division met with Mr. Andrew Maciolek of CL&P, at the culvert
site, to discuss the above-mentioned project. Mr. Braddock
described the work to be done and the fact that the gas main
in that area would have to be cut and temporarily detoured before
reconstruction of the culvert could be started. Mr. Maciolek
told Mr. Braddock that as- soon as the Town' s work schedule was
firmed up, you should be informed so that CL&P' could schedule
their work.
On September 8, 1975, the Town will commence reconstruction work;
and the work must be completed by September 12, 1975. The work
will consist of removing the existing culvert, and replacing it
in approximately the same location with twin metal squash pipes.
However, the new pipes will extend approximately 25 feet west of
the center line of the existing pavement on Avery Street--thus
making it necessary to relocate the present gas main.
It is --my understanding that this main may be cut, temporarily
detoured, and then permanently relocated after the new culvert
installation.
Since Avery Street is a major traffic artery in South Windsor,
we must complete .the work within the time allotted (the 5 days
mentioned above) . Would you please contact me, or Mr. Lester
Braddock of our Engineering Division, as soon as possible so
that we may coordinate our efforts to accomplish the completion
of this project within the given time limits.
Very truly yours,
Emil W. Lucek
EWL:prb Director of Public Works
MEMORANDUM July 30, 1975
To: Emil W. Lucek
Re• ery Street Culvert
I met with a representative of Connecticut Light & Power Co,
Gas Division, this morning on Avery Street. They located
the gas main, and we found that in order to reconstruct
this culvert, the gas main must be relocated.
CL&P informed me that at the present time the pressure in this
main line is down to 60 pounds. After October 1, the pressure
is increased to 100 pounds; therefore, if the work is not ,
completed before October 1, they cannot move this line again
until sometime next Spring.
If you want this work ;completed this year, we must order
the pipe immediately (if we have not done so already) ,
since it will probably be about four weeks before delivery
of the pipe--bringing us up to around September 1st. CL&P
needs the same amount of time to order the fittings to
relocate their pipe.
Connecticut Light & Power is awaiting our decision.
Oj
Lester•A-. Braddock ,n
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