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HomeMy WebLinkAboutDeming Street (7) Mike Gantick Demin Street M _Pa e 1 Cr T-45 From: "Kevin McCann"<kmccann@tylercooper.com> To: <gallig@southwindsor.org> Date: 9/5/07 11:33AM Subject: Deming Street Dear Matt, Interesting discussion last night about Deming Street, but signs are not going to keep trucks from using that route as long as it is quicker than Oakland Road. We should focus on making it safer and/or less convenient for truckers and others looking for a shortcut. Any improvements to that road should include traffic calming. Evergreen Run may be a model to look at. The curve was made more severe, rather than straightened, and the travel portion of the roadway in each direction narrowed with a raised median and textured, colored pavement on the sides with a guardrail. Textured pavement was also added leading up to the curve to get the driver's attention. The result is that it is very difficult to make it through the curve at a speed over 20 mph. Have we had any accidents there? I know the speed has diminished, because Hesketh told us that the 80th percentile speed before the re-engineering was well over 40 mph, and now it could not possibly be that high. The idea of closing the eastern portion of Deming, between Imperial Drive and Oakland also makes sense. If loaded trucks can't get a running start up the hill, they will lumber up it, again making it less convenient for them. Stop signs on uphill portions have a similar effect. The road needs improvement, but not by making it wider, straighter, and smoother--that will just increase the traffic and the speed. If we make it less convenient for truckers, they will be more inclined to believe signs that say: "Best Truck Route, Oakland Road". I did not want to belabor the point last night. We should address this at a Capital Projects meeting. I think we should give Mike Gantick a heads-up. Thanks, 1 Kevin Kevin McCann Tyler Cooper 185 Asylum Street City Place 35th Floor Hartford, CT 06103-3488 Tel: 860-725-6219 Fax:860-278-3802 kmccann@tylercooper.com www.tylercooper.com The information contained in this email message is confidential and may contain privileged information and material. Any review or use of the information contained in this email message by persons other than the intended recipient(s) is prohibited. If you are not the intended recipient please notify Tyler Cooper&Alcorn, LLP immediately by telephone at 860-725-6200 ore-mail to mailadmin@tylercooper.com, and destroy all copies of this message and any attachments. In compliance with regulations issued by the Internal Revenue Service,we inform you that any Federal tax advice contained in this communication, including any attachments,was not written or prepared to be used and may FvV--L . LIC W�pSf7R �•!i a r;�� lt, i 41 I�tt��6 ►,�S Go—e.cc-rs r_ -.SCEs f S o r J'Fck4�'C 54 r.r'c� 0� n r' t � �t� arc- Vn.1 ul���. G tti v�G c.r,7 4 1� u3�S Cosy STi":r✓Gl�' f j �r s a�v G�+ OYt�. r 7 Aa LAP e;7 E i tole-Cyta (�_,+x. � Cii<-G`s's ,.�, .✓Zs m rn:i.' �,�r.-d vt�'�.s� 3 ft eL b G G i t G d k 4 JZA,(R- 3 c)J �%'G r>-r i 4 To - �'F, tr `f 1 1.+� s n 'g, e, 47 "06' is K) �8 ���a a. u c k'y J J c9`Js cVti `clr 1e cx t7 1 66 1�..Y-`� o ZI-4 \ G arc'`� mot. J Cam. '�-G�-e�'vi •*s-��,�yr--aett�►_�L��V`� '_1 G�a.`.Co�'' r-r,n a`r`� 3 l -��C it\, �J c rrG�-mod► � 'G!s.-v� �C:��'rs�:l : �� y- ) 1 Coo-4tc, c.e`°> �� c-6.r:S =5 o Qom„ .�r �a 1'7-sue S cl-L cJ � Too TV CV r c �•S f Li11 qf. 3 Y` AN t ,n^, .� �a r zn,� c?ct' T��'► ' ��a�u t '���. �,:5�a� *��� �,�� v.[� �� �c`a M 0 �`-�- I.,n-, mac,�'.� 1` _ a LL-j 73 '- ' ) Y� .►.' c� ca 1 } yYa.A-an "` � ca i �a r'� '7# catA,Vm cZ C�gt�A � LA , t c a -A 3> ' �aa o ! �.�►c1 ,.a a o uti �~ .� -a $,n�a s ..�,. l �i 5 0Tr-a'? c�.Aa -pv CJ �? e7 4 K+n btA b s! �s Selo 0 �? 'LY! M laa�j tOWN szq 6 � w� 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 SOR-CO TELEPHONE (860) 644-2511 February 13, 2008 Re: Deming Street Reconstruction Dear Property Owner/Resident: The Town is planning on reconstructing the section of Deming Street from approximately Buckland Road to just past Grandview Terrace because it is very steep, has poor sight lines and has poor drainage. The Town has developed preliminary plans that depict the proposed improvements to the roadway and drainage system. We have scheduled a public information meeting on Wednesday, February 27, 2008 at 7:00 PM in the Town Council Chambers at the Town Hall, 1540 Sullivan Avenue. You are invited to attend this meeting to review the plans and provide input if you so desire. The Town staff will be available to answer any questions or address any concerns that you may have. If you have any questions regarding this meeting, feel free to call Robert Grillo of the Engineering Division or me at 644-2511 ext. 244. Sincerely, Jeffrey Doolittle, P.E. Town Engineer cc: Michael J. Gantick, P.E., Director of Public Works v Robert Grillo, P.E., Project Engineer W:\PROJECTS-CONSTRUCT\05-803 Deming St Widening\Meetings Notices Abutters\DemingSt 2- 08 Pub Mtg Notice.doc taw N 6 � U 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 �f�OsoR.CO AREA CODE 203/644-2511 January 3, 1989 M E M O R A N D U M TO: Michael J. Gantick, Director of Public Works FROM: A. Bowen Davies, Deputy Town Engineer ,�133_/�> RE: Deming, Oakland, Imperial Intersection This intersection periodically comes under discussion for modification. This is the firt time, I believe, the abutter has participated. 1 . There is no established street line on Deming or Oakland roads . Oakland is monumented. 2 . The dimensions on the assessors map does imply a boundary survey. It isn't on file. 3 . There is a drainage problem on their land that could be accommodated. 4 . P.D. probably would support the change if concept were approved. 1 . Would need a taking survey. 2 . Who would do the installation of the 60 L.F. of pavement, the driveway for #673 Deming & remove the existing pavement. 3 . Would need DOT input. ABD/jsv Enclosure Valame 216 Page N2 312 FORM 167--coHxxmctT Q r ctAju nrrn-mravlvo"Mr •u.■u«■ .�.«,�y,,�R I so as people to Mom tbea Preoentg ojan come, arts R=tm ft Vx I, JOSZPII W. HADDALUNO, of the :'own of South Windsor, County of Hartford and State of Connecticut i 1 C2727 for the consideration of One or more dollars, but less than $100.00 i received to my full satisfaction of JOSEPH W. MADDALUNO and CHRRYL A. MADDALUNO, both of the Town of South Windsor, County of Hartford and State of Connecticut I do remise,release,and forever QUIT CLAIM unto the said JOSEPH I.I. .IADJALUNO and CHERYL A. 24ADDALU:70, s f1f • fl - - sad unto the survives at {{ ! them,and unto the heirs and assiM of the survivor of them forever,all right, titb, intered,ehtim and demand whatsoever as I the a� i i Releaser haveor ought to have in or to all that tract of land and the buildings thereon standing, situated in the Town of South Windsor, M County of Eartford and State of Connecticut, and being known as 539 �ff4w. Oakland Road, and being bounded and described as follows: NORTHERLY: by Oakland Road; . ' SOUTHERLY: by Deming Street; WESTERLY: by land now or formerly of Frederick A. 4,I Mikolite at ux; and �{ ; `` EASTERLY: by the intersection of said Oakland Road and Deming Street; li And being 1.3 acres more or less; and being the same premises I� conveyed to the Grantor herein by Conservator's Deed dated July 9, ;•; 1974 and recorded in Volume 182, Page 24 of the South Windsor Land Records. " eyance Tax eollectea t. �.'c m Clark o;South l indso�r ?? f _ aY • .5j4,. 1 lr • I' r JAMES G. BUBARIS, P.E., P.G. fANED ANNING GINEERING D DESIGN May 12, 1988 a - Mrs. Maureen Chmielecki Attorney at Law 45 Hartford Turnpike Vernon, Connecticut 06066 DEC 15 1988 Town of So.IS:.: RE: azr Traffic Study c Pubk P_;;'.' Joseph W. Maddaluno Property Oakland Road at Deming Street South Windsor, Connecticut - Dear Mrs. Chmielecki: Reference is made to your request to review the feasibility of removing the dirt road that now traverses the Maddaluno property and serves as a connection between Deming Street and Oakland Road. Refer to attached Exhibit A. Peak hour traffic counts were performed at the intersections of the dirt road at Oakland Road and the dirt road at Deming Street to determine the current vehicular usage of this dirt road. These counts were conducted for a two-hour period, between 6:30 A.M. and 8:30 A.M. at the northern junction on Monday, March 14, 1988, and for a two-hour period, between 4:00 P.M. and 6:00 P.M., at the southern junction on Friday, March 18, 1988. These counts indicated that only two vehicles utilized this dirt road during the morning two-hour period, while seventeen (17) vehicles utilized this dirt road during the evening two-hour period. Therefore, it is very unlikely that more than 60 vehicles utilize this dirt road on a daily basis indicating a very low usage. Travel on this dirt road is most probably by residents living on Imperial Street, and directly near the junction of this dirt road and Deming Street. Attached Exhibits B and C are graphical summaries of the one-hour peak periods for this dirt road. The dirt road is only about sixteen (16) feet wide at best and not-conducive to two-way traffic. Although sight distances from both ends are satisfactory, the existence of the road at its northern junction is not readily discernible by motorists on Oakland Road. The dirt road is controlled by a STOP sign at its northern junction at Oakland Road, but no STOP sign was found at its southern junction at Deming Street. The dirt road also intersects Oakland Road at a very flat angle (i.e., less than 20 degrees) which may cause a problem for motorists exiting onto Oakland Road in viewing westbound approaching vehicles if care is not exercised. In my opinion, this dirt road can be closed to traffic without adversely impacting those motorists who now utilize this road. Additionally, the removal of this road will enhance the Maddaluno property as well as the surrounding area in general. Various 177 CENTER ROAD WOODBRIDGE.CT 06525 HARTFORD(203)666-3366 NEW HAVEN(203)387-8360 alternatives to this dirt road have been explored and are shown in attached Exhibit D as follows: Option A: The first alternative is the "do nothing" option which will require that motorists who now utilize this dirt road to reach points west to travel instead west on Deming Street and north on Slater Street to reach Oakland Road. The return trip home will require that they follow this route in the reverse since a passenger vehicle cannot easily maneuver around the nose at the intersection of Oakland Road at Deming Street. With a new traffic signal now under construction at the Oakland Road/Slater Street intersection, this option provides a safe and viable alternative. Option B: The second alternative is to cut back this nose to accommodate a passenger vehicle returning home to this area from the west on Oakland Road. This cut-back will permit a safe maneuver, but will require the relocation of a utility pole and the removal of some trees. Option : The third alternative is to cut back this nose to accommodate a larger 30- -foot single-unit vehicle such as a delivery truck, snow plow, garbage truck, etc. Unfortunately, this cut-back is too close to the Imperial Street intersection and would be far better if aligned with Imperial Street instead. This option additionally creates a wide open pavement area at the Oakland Road/Deming Street intersection, which would require some island treatment to remove conflicting traffic movements and to provide better delineation. Option : This alternative aligns a cut-through directly opposite Imperial Street and can accommodate single-unit vehicles. It would pose the least disruption to motorists now utilizing the subject dirt road and would probably meet the least resistance. recommend Option A, the "do nothing" alternative, if such is acceptable to Town officials. The only inherent problem is the difficulty for the unfamiliar eastbound motorist who, after having passed the route offered by Slater Street, will have difficulty negotiating a right-turn around the existing nose at the Oakland Road/Deming Street intersection. If Option A is not deemed appropriate, then my second preference would be Option D which addresses all possible concerns. Please let me know if you have any questions or if you require additional information regarding this matter. In addition, please let me know how you wish to proceed. Very truly yours, James G. Bubaris, P.E. JAMES G. BUBARIS, P.E., P.G. D PLANNING ENGINEERING AND DESIGN JAMES G. BUBARIS EDUCATION B.S. in Civil Engineering, Cornell University. M.E.in Traffic Engineering,The Pennsylvania State University. PROFESSIONAL REGISTRATION Licensed Professional Engineer, Connecticut and Pennsylvania. PROFESSIONAL AFFILIATIONS Fellow,Institute of Transportation Engineers(ITE). Member,American Society of Civil Engineers. Director,New England Section of ITE. Technical Member,National Committee on Uniform Traffic Control Devices. Immediate Past President,Connecticut ITE Chapter. Former District 1 Director,Urban Traffic Engineers'Council,ITE. Member,ITE Technical Council Committee 6Y-35,Role of Traffic Engineer in Private Development. Chairman,former ITE Technical Council Committee 4A-15,Pedestrian Control at Signalized Intersections. PROFESSIONAL EXPERIENCE Five years traffic engineering,planning and design experience with Pennsylvania Department of Transportation. Three years as Head Traffic Engineer with Keyes Associates, Architects/Engineers/ Planners,Wethersfield, Connecticut. Eleven years as-Traffic and Transportation Manager,Town of West Hartford, Connecticut, responsible for Town's traffic engineering,planning,design and maintenance functions. Owner and President of James G.Bubaris, P.E.,P.C., a professional corporation providing traffic planning,traffic engineering and traffic design consulting services to developers,engineering consultants, architects and municipalities. 177 CENTER ROAD WOODBRIDGE.CT 06525 HARTFORD(203)666-3366 NEW HAVEN(203)387-8360 1J ,J r Ln r . 2 C ) �• �y . � s R t, > ter` ReST `i � srnEEr , yob c. �/ �'•., � r- d � i • ; r 4url. 1 o j.} iY ,�_`'_1M, //�� Y SFft� t1 - . I 1�,19 u Yr f r YJ ii.d t ` f Ii ... ti• - •• sy i r w'4 � `x r{R �,••s� r ..' Y � hs ,x I * "v � r<a..i�w rs _ - � 1t- V ' r r- � t Y T� r '+t r- 1 r ,. � • r Z i i r - •�Y V 1 .r � f1 l f [ �' f 1..`'•\. �r •f'!'- i. /2) A '� µpp, u, • f r -� ., ..�� r' • a N Y t -! �• �s{_j. s rti�.Me. 3!' .�`.'... .. r .. . i.. '.. ` � .R. r' mot•- L...°.. �. JAMES BUBARIS P.E. SITE CODE : SOUTH WINDSOR,CT PAGE: 1 N-S St. DIRT ROAD ex H ( 6 FILE: IMC-143 E-W St. ROUTE 30 Weather PrimaryMovements: Vehicles `-OF 2 DATE: 31,4188 f '/88 ------------------------------------------------------- ------------------------------------------------ -----------------�/-_-_- PEAK PERIOD ANALYSIS FOR THE PERIOD: 6:30 AM - 8:30 AM DIRECTION START PEAK HR ........ VOLUMES ........ .... PERCENTS ... FROM PEAK HOUR FACTOR Right Thru Left Total Right Thru Left ----------------------------------------------------------------------------------------------- North 7:00 AM 0.00 0 0 0 0 0 0 0 East 6:45 AM 0.95 0 489 1 490 0 t100 0 South 7:00 AM 0.25 0 0 1 1 0 0 %100 West 7:00 AM 0.40 0 530 0 530 0 %100 0 Entire Intersection North 7:00 AM 0.00 0 0 0 0 0 0 0 East 0.92 0 476 1 477 0 %100 0 South 0.25 0 0 1 1 0 0 t100 West 0.40 0 530 0 530 0 %100 0 I I 1 DIRT ROAD ; , . . ; N --------- W-+-E 1 1 1 1 • 1 . . . . . . . . . . . . , 1 1 I I 1 I 0 1 0 1 0 f . . . . . . . . . . . . 1 . . . . . . . . . . . . . . . . . . ------- ------_._-- . . . ROUTE 30 477 476 __—---_--_------__—_ , 1 ------------------ 530 530 ROUTE 30 . . . ------------------ ' 1 ii 0 —� ---- ———— . . . . . . . . . . . . . . . . . .1 I , II . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 I I I i 1 1 I . . ; DIRT ROAD • SITE CODE SOUTH WINDSOR,CT JAMES BUBARIS P.E. N-S St. DIRT ROAD PAGE: 1 E-W St. ROUTE 30 FILE: 1MC-143 Weather Primary Movements: Vehicles • 2 Of 1. ------------------------------------------------- - - DATE: 3/14/88 ------- ---------- -------------------------------------------------------- Time From North From East From South Begin RT THRU LT RT THRU LT RT THRU LT From West Vehicle _________________________ RT THRU -- Total -------------------------- ---------------------- 0 54 0 0 0 0 0 29 0 83 6:45 0 . 0 0 0 125 0 0 0 0 0 81 0 206 HR TOTAL 0 0 0 0 179 0 0 0 0 0 110 0 269 7:00 AM 0 0 0 0 115 0 0 0 0 0 68 0 183 7:15 0 0 0 0 120 1 0 0 0 0 58 0 179 7:30 0 0 0 0 129 0 0 0 0 202 7:45 0 0 0 0 112 0 0 0 1 0 13 0 0 331 0 44 444 MR TOTAL 0 0 0 0 476 1 0 0 1 0 530 0 1008 8:00 AM 0 0 0 0 105 0 0 0 0 0 53 0 158 8:15 0 0 0 0 89 0 0 0 0 0 55 0 144 �---� ----------------------------------------------------- DAY TOTAL 0 0 0 0 849 [ 1 0 0 1 Q 748 0 1599 PEAK PERIOD ANALYSIS FOR THE PERIOD: 6:30 AM - 8:30 AM DIRECTION START PEAK HR ........ VOLUMES ........ .... PERCENTS ... FROM PEAK HOUR FACTOR Right Thru Left Total Right ihru Left --------0--- -------------------------- --------------- North 12:00 AM 0.00 0 0 0 0 0 0 0 East 6:45 AM 0.95 489 1 490 0 %100 0 South 7:00 AM 0.25 0 0 1 1 0 0 %100 West 7:00 AM 0.40 0 530 0 530 0 %100 0 Entire Intersection North 7:00 AM 0.00 0 0 0 0 0 0 0 East 0.92 0 476 1 477 0 %100 0 South 0.25 0 0 1 1 0 0 %100. West 0.40 0 530 0 530 0 %100 0 JAMES 8UBARIS P.E. SITE CODE SOUTH WINDSOR,CT C X 115 ' � ^ PAGE: 1 N-S St. DIRT ROAD G C� FILE: IMC-144 E-W St. DEMING ROAD Weather Primary Movements: Vehicles O F .Z DATE: 3/lEfB$ ---------------------------------------------------- PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:00 PM - 6:00 PM DIRECTION START PEAK HR ........ VOLUMES ........ .... PERCENTS ... FROM PEAK HOUR FACTOR Right Thru Left Total Right Thru Left ------------------------------------------------------------------------------ North 4:00 PM 0.58 1 0 6 7 14 0 86 East 4:45 PM 0.82 1 35 0 36 3 97 0 South 4:45 PM 0.00 0 0 0 0 0 0 0 West 5:00 PM 0.82 1 60 1 62 2 97 2 Entire Intersection North 5:00 PM 0.75 0 0 6 6 0 0 %100 , East 0.80 1 34 0 35 3 97 0 .South 0.00 0 0 0 0 0 0 0 West 0.82 1 60 1 62 2 97 2 DIRT ROAD ; , . . N --------- ' . . . . . . . . . . r . . . . . . . . . . . . . . . . . . . . . . . . . . . • . ----------------; -- -------------- DEMING ROAD 35 — --`---- --- ------------------ 64 62 DEMING ROAD . . , ——————————— ----_ . . . . . . . . . . . . . . . . . . -- i--- 0 ———— • . . . . . . . . . . . . . . . . . » » , .. . . . . . . . . � , . . . , » . . , . , . � 0 0 0 ' + i . ; . . . ; DIRT ROAD JAMES BUBARIS P.E. SITE CODE SOUTH WINDSOR,CT PAGE: 1 N-S St. DIRT ROAD FILE: IMC-144 E-W St. DEMING ROAD A Weather Primary Movements: Vehicles (. 2 Ole 2 DATE: 3/18/88 ---------------------------------------------------------------------------------------------------------------------------------- Time From North From East From South from West Vehicle Begin RT THRU LT RT THRU LT RT THRU LT RT THRU LT Total ---------------------------------------------------------------------------------------------------------------------------------- 4:00 PM 1 0 2 0 2 0 0 0 0 0 11 0 16 4:15 0 0 2 2 2 0 0 0 0 0 12 0 18 4:30 0 0 1 0 8 0 0 0 0 0 12 0 21 4:45 0 0 1 0 9 0 0 0 0 0 10 0 20 HR TOTAL 1 0 6 2 21 0 0 0 0 0 45 0 75 5:00 PM 0 0 2 0 7 0 0 0 0 0 13 0 22 5:15 0 0 1 0 11 0 0 0 0 1 18 0 31 5:30 0 0 1 1 8 0 0 0 0 0 14 1 25 5:45 0 0 2 0 8 0 0 0 0 0 15 0 25 HR TOTAL 0 0 6 1 34 0 0 0 0 1 60 1 103 ---------------------------------------------------------------------------------------------------------------------------------- DAY TOTAL 1 0 12 31 55 0 0 0 0 1 105 a 178 PEAK PERIOD ANALYSIS FOR THE PERIOD:. 4:00 PM - 6:00 PM DIRECTION START PEAK HR ........ VOLUMES ........ .... PERCENTS ... FROM PEAK HOUR FACTOR Right Thru Left Total Right Thru Left --------------------------------------------------------------------------------=-------------= North 4:00 PM 0.58 1 0 - 6 7 14 0 86 East 4:45 PM 0.82 1 35 0 36 3 97 0 South 4:45 PM 0.00 0 0 0 0 0 0 0 West 5:00 PM 0.82 1 60 1 62 2 97 2 Entire Intersection North 5:00 PM 0.75 0 0 6 6 0 0 %100 East 0.80 1 34 0 35 3 97 0 South 0.00 0 0 0 0 0 0 0 West 0.82 1 60 1 62 2 91 2 •Ar O T � 6 -4� :f - 7 � O a q `a 372 ' �S �� iiO• A, •�3 tj 400' 400, . � .j7.?''� � ad6.36• J��� (s >� -445, E T 29� to O >� 20 N 3 3 C. ♦9 �8 N 7 N C673) y O ' ''`�C. N .SSA T 6 9 ° L S.�Ac• l9 (U (se � c• CD . S3.4c ro 400 0 7 LO 400. y1 0 4 a 70 0 .1 15 W 457.6 � (t .66 c( cv a o 5.9' C. '4 s 49 . aot 402.7 mto o 7T AG• '� (25Q) �� S N T '-1c•to Zgp,59 (26� O• Z05.59 !O �l� r �8 G 6 5 0 d 2 G 3Ac 9 0 O lD 7Ac s g r 3�1 p► 2 aa5.82" ao7.e' ,as.aa' Y0 5 Ac. Zoo' 84 A` ' o N (4.40 A E 658,000 o r o l \ E 658,500 \ \ �� J E 659,000 E 659,500 C.B. 163 DEMING • o ��\ iB3.s 9 254. • x O 186.B /86. 1x�, 9 30 /83.8 W.E. \ x x /77.6 C.B's 41f4 � O r I I /85.6 18 J C.BS STREET �B3'9 2s4.B x C.B /85.6 250 � I O O x 249.3 • 2s5.3 x c.B's /95.0 196. 9\ G -----x --- p to 3. \ t� — /939 LO z 257.3 207.2 x NN /99.6 O x x 1203.2x c.B 203.0 O x � N L • o `� X---X CP ' (L CB II O I r i 2204.9x x JAMES G. BUBARIS, P.E., P.C. ti!- <.���_,� 'eENGINEERING PL ANNINGD DESIGN May 12, 1988 Mr j.,Maureen Chmielecki C15 Attorney at Iaw 45 Hartford Turnpike Vernon, Connecticut 06066RE: Traffic Study ;`Joseph W. Maddaluno Property Oakland Road at Deming Street South Windsor, Connecticut Dear Mrs. Chmielecki: Reference is made to your request to review the feasibility of removing the dirt road that now traverses the Maddaluno property and serves as a connection between Deming Street and Oakland Road. Refer to attached Exhibit A. Peak hour traffic counts were performed at the intersections of the dirt road at Oakland Road and the dirt road at Deming Street to determine the current vehicular usage of this dirt road. These counts were conducted for a two-hour period, between 6:30 A.M. and 8:30 A.M. at the northern junction on Monday, March 14, 1988, and for a two-hour period, between 4:00 P.M. and 6:00 P.M., at the southern junction on Friday, March 18, 1988. These counts indicated that only two vehicles utilized this dirt road during the morning two-hour period, while seventeen (17) vehicles utilized this dirt road during the evening two-hour period. Therefore, it is very unlikely that more than 60 vehicles utilize this dirt road on a daily basis indicating a very low usage. Travel on this dirt road is most probably by residents living on Imperial Street, and directly near the junction of this dirt road and Deming Street. Attached Exhibits B and C are graphical summaries of the one-hour peak periods for this dirt road. The dirt road is only about sixteen (16) feet wide at best and not-conducive to two-way traffic. Although sight distances from both ends are satisfactory, the existence of the road at its northern junction is not readily discernible by motorists on Oakland Road. The dirt road is controlled by a STOP sign at its northern junction at Oakland Road, but no STOP sign was found at its southern junction at Deming Street. The dirt road also intersects Oakland Road at a very.flat angle (i.e., less than 20 degrees) which may cause a problem for motorists exiting onto Oakland Road in viewing westbound approaching vehicles if care is not exercised. In my opinion, this dirt road can be closed to traffic without adversely impacting those motorists who now utilize this road. Additionally, the removal of this road will enhance the Maddaluno property as well as the surrounding area in general. Various 177 CENTER ROAD WOODBRIDGE,CT 06525 HARTFORD(203)666-3366 NEW HAVEN(203)387-8360 .i alternatives to this dirt road have been explored and are shown in attached Exhibit D as follows: Option A: The first alternative is the "do nothing" option which will require that motorists who now utilize this dirt road to reach points west to travel instead west on Deming Street and north on Slater Street to reach Oakland Road. The return trip home will require that they follow this route in the reverse since a passenger vehicle cannot easily maneuver around the nose at the intersection of Oakland Road at Deming Street. With a new traffic signal now under construction at the Oakland Road/Slater Street intersection, this option provides a safe and viable alternative. Option B: The second alternative is to cut back this nose to accommodate a passenger vehicle returning home to this area from the west on Oakland Road. This cut-back will permit a safe maneuver, but will require the relocation of a utility pole and the removal of some trees. Option : The third alternative is to cut back this nose to accommodate a larger 30- foot single-unit vehicle such as a delivery truck, snow plow, garbage truck, etc. Unfortunately, this cut-back is too close to the Imperial Street intersection and would be far better if aligned with Imperial Street instead. This option additionally creates a wide open pavement area at the Oakland Road/Deming Street intersection, which would require some island treatment to remove conflicting traffic movements and to provide better delineation. Option D: This alternative aligns a cut-through directly opposite Imperial Street and can accommodate single-unit vehicles. It would pose the least disruption to motorists now utilizing the subject dirt road and would probably meet the least resistance. I recommend Option A, the "do nothing" alternative, if such is acceptable to Town officials. The only inherent problem is the difficulty for the unfamiliar eastbound motorist who, after having passed the route offered by Slater Street, will have difficulty negotiating a right-turn around the existing nose at the Oakland Road/Deming Street intersection. If Option A is not deemed appropriate, then my second preference would be Option D which addresses all possible concerns. Please let me know if you have any questions or if you require additional information regarding this matter. In addition, please let me know how you wish to proceed. Very truly yours, *A p4j"064 James G. Bubaris, P.E. JAMES G. BUBARIS, P.E., P.G. fAN ANGINEERING D DESIGN JAMES G. BUBARIS EDUCATION B.S. in Civil Engineering, Cornell University. M.E.in Traffic Engineering,The Pennsylvania State University. PROFESSIONAL REGISTRATION Licensed Professional Engineer, Connecticut and Pennsylvania. PROFESSIONAL AFFILIATIONS Fellow,Institute of Transportation Engineers(ITE). Member,American Society of Civil Engineers. Director,New England Section of ITE. Technical Member,National Committee on Uniform Traffic Control Devices. Immediate Past President, Connecticut ITE Chapter. Former District 1 Director,Urban Traffic Engineers' Council,ITE. Member,ITE Technical Council Committee 6Y-35,Role of Traffic Engineer in Private Development. Chairman,former ITE Technical Council Committee 4A-15,Pedestrian Control at Signalized Intersections. PROFESSIONAL EXPERIENCE Five years traffic engineering,planning and design experience with Pennsylvania Department of Transportation. Three years as Head Traffic Engineer with Keyes Associates,Architects/Engineers/ Planners,Wethersfield, Connecticut. Eleven years as-Traffic and Transportation Manager,Town of West Hartford, Connecticut, responsible for Town's traffic engineering,planning,design and maintenance functions. Owner and President of James G. Bubaris, P.E., P.C., a professional corporation providing traffic planning,traffic engineering and traffic design consulting services to developers,engineering consultants, architects and municipalities. 177 CENTER ROAD WOODBRIDGE.CT 06525 HARTFORD(203)666-3366 NEW HAVEN(203)387-8360 Tr rn LY Z 4 �q � J ti Lo 1 0 4 prr �r r S►Tt / Y � � i, � dJ ?r+�►�I�rt�gt, ^ O S w♦ ",�. f• j'f �_r )r. +, a 'P��ok,; t "�r.fi+�w -Yt5.lQ� 1 RR ? 4l 4 W.• rC{`! '��• " rY: �d �_i t ) �"'♦�a_ii , "'� Y 3� -{� H ' "✓ ��' I J'�.r r i.aY+. } ! f 't a yr 4.t Y.�, c'it ! -4. T t r �•a A I f` �- 1AMES BUBARIS P.E. SITE CODE SOUTH WINDSOR,CT PAGE: 1 N-S St. DIRT ROAD X }{ �'� V FILE: IMC-143 E-W St. ROUTE 30 t Of Z Weather PrimaryMovements: Vehicles -- - -------DATE_ 31/140 ------------------------------------------------------- ---------------------------------------------- ------'----- PEAK PERIOD ANALYSIS FOR THE PERIOD: 6:30 AM - 8:30 AM DIRECTION START PEAK HR ........ VOLUMES ........ .... PERCENTS ... FROM PEAK HOUR FACTOR Right Thru Left Total Right Thru Left ----------------------------------------------------------------------------------------------- North 7:00 AM 0.00 0 0 0 0 0 0 0 East 6:45 AM 0.95 0 489 1 490 0 %100 0 South 7:00 AM 0.25 0 0 1 1 0 0 %100 West 7:00 AM 0.40 0 530 0 530 0 %100 0 Entire Intersection North 7:00 AM 0.00 0 0 0 0 0 0 0 East 0.92 0 476 1 477 0 %100 D South 0.25 0 0 1 1 0 0 %100 West 0.40 0 530 0 530 0 %100 0 1 I 1 DIRT ROAD ; . . . ; N I , , I I I I J I I I I i I 1 1 1 1 0 ; 0 ; 0 ; . . . • • . . . . . . . 1 . . . . . . . . . . . ———— 0 . . . . . . . ' ——————— ------------ . . . ROUTE 30 477 476 # -� 1 I I —_----_ --------_._ ----�+ 530 530 ROUTE 30------------------ . . I . . . . . . . . . . . . . . . . . . I 0 — I —___ ———— . . . . . . . . . . . . . . . . . . 1 I I I I 1 0 I I I 1 1 i I I 1 I I i DIRT ROAD SITE CODE ; SOUTH WINDSOR,CT JAMES BUBARIS P.E. PAGE: 1 N-S St. DIRT ROAD E-W St. ROUTE 30 pp.. FILE: IMC-143 Weather Primary Movements: Vehicles V• Z D1� 2 DATE: 3/14/88 ------------------------------------------------ -------------------------- Time From North From East From South From West Vehicle Begin RT THRU LT RT ' THRU LT RT THRU LT RT THRU LT Total ----------------------------------------- ---- --------------0 83 ---------- 6:30 0 0 0 0 54 0 0 0 0 0 29 6:45 0 . 0 0 0 125 0 0 0 0 0 81 0 206 HR TOTAL 0 0 0 0 179 0 0 0 0 0 110 0 Y89 7:00 AM 0 0 0 0 115 0 0 0 0 0 68 0 183 7:15 0 0 0 0 120 1 0 0 0 0 58 0 179 7:30 0 0 0 0 129 0 0 0 0 0 73 0 202 7:45 0 0 0 0 112 0 0 0 1 0 331 0 444 HR TOTAL 0 0 0 0 476 1 0 0 1 0 530 0 1008 8:00 AM 0 0 0 0 105 0 0 0 0 0 53 0 158 8:15 0 0 0 0 89 0 0 0 0 0 55 0 144 --------------------�------------------------------------------------------------------- DAY TOTAL 0 0 0 0 849 f 1 r 0 0 1 E1748 0 1599 PEAK PERIOD ANALYSIS FOR THE—PERIOD: 6:30 AM - 8:30 AM DIRECTION START PEAK HR ........ VOLUMES ........ .... PERCENTS .., FROM PEAK HOUR FACTOR Right Thru Left Total Right Thru Left --------------------------------------------------------------------------------- North 12:00 AM 0.00 0 0 0 0 0 0 0 East 6:45 AM 0.95 0 489 1 490 0 %100 0 South 7:00 AM 0.25 0 0 1 1 0 0 %100 West 7:00 AM 0.40 0 530 0 530 0 %100 0 Entire Intersection North 7:00 AM 0.00 0 0 0 0 0 0 0 East 0.92 0 476 1 .477 0 %100 0 South 0.25 0 0 1 1 0 0 %100. West 0.40 0 530 0 530 0 %100 0 JAMES BUBARIS P.E. SITE CODE SOUTH WINDSOR,CT c X � I � ' � ^ PAGE: 1 N-S St. DIRT ROAD C t� FILE: IMC-144 E-W St. DEMING ROAD Weather Primary Movements: Vehicles DATE: 3/jg/% ------------------------------------------------------------------------- PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:00 PM - 6:00 PM DIRECTION START PEAK HR ........ VOLUMES ........ .... PERCENTS ... FROM PEAK HOUR FACTOR Right Thru Left Total Right Thru Left ----------------------------------------------------------------------------------------------- North 4:OO PM 0.58 1 0 6 7 14 0 86 East 4:45 PM 0.82 1 35 0 36 3 97 0 South 4:45 PM 0.00 0 0 0 0 0 0 0 West 5:OO PM 0.82 1 60 1 62 2 97 2 Entire Intersection North 5:00 PM 0.75 0 0 6 6 0 0 %100 East 0.80 1 34 0 35 3 97 0 South 0.00 0 0 0 0 0 0 0 West 0.82 1 60 1 62 2 97 2 i DIRT ROAD ; . . . N . . W—+—E 1 I I I I 1 - I I 1 . . . . . . . . . . 1 1 I 1 1 1 . . . . . . . . ... . 0 1 1 6 1 . . . . . . . . . . .I 1 1 . . . . . . . . . . . . . . . . . . , I ———— 6 ———— . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . ; __ ___—_—_ _—____ . . DEMING ROAD — 35 7 � .-_________________ I ______________ __ 64 62 DEMING ROAD . . . ------------------ 1 __,.....�.._.._.._........._._. . . . . . . . . . . . . . . . . . . . . . U ———— . . . . . . . . . . . . . . . . . . . . . . . . .. .. . . . . . . . . . . . . . . . . . . . . . ; © ; U ; p I 1 1 1 I 1 I 1 I I I 1 , , . . . ; DIRT ROAD 1 1 1 ' JAMES BUBARIS P.E. SITE CODE SOUTH WINDSOR,CT PAGE: 1 N-S St. DIRT ROAD FILE: IMC-144 E-W St. DEMING ROAD �! Weather Primary Movements: Vehicles (. O1�2 DATE: 3j18/88 ---------------------------------------------------------------------------------------------------------------------------------- Time From North From East From South From West Vehicle Begin RT THRU LT RT THRU LT RT THRU LT RT THRU LT Total ---------------------------------------------------------------------------------------------------------------------------------- 4:00 PM 1 0 2 0 2 0 0 0 0 0 11 0 16 4:15 0 0 2 2 2 0 0 0 0 0 12 0 18 4:30 0 0 1 0 8 0 0 0 0 0 12 0 21 4:45 0 0 1 0 9 0 0 0 0 0 10 0 20 HR TOTAL f 0 6 2 21 0 0 0 0 0 45 0 75 5:00 PM 0 0 2 0 7 0 0 0 0 0 13 0 22 5:15 0 0 1 0 11 0 0 0 0 1 18 0 31 5:30 0 0 1 1 8 0 0 0 0 0 14 1 25 5:45 0 0 2 0 8 0 0 0 0 0 15 0 25 HR TOTAL 0 0 6 1 34 0 0 0 0 1 60 1 103 ---------------------------------------------------------------------------------------------------------------------------------- DAY TOTAL 1 0 12 Ea 55 0 0 0 0 1 105 In 178 PEAK PERIOD ANALYSIS FOR THE PERIOD:. 4:00 PM - 6:00 PM DIRECTION START PEAK HR ........ VOLUMES ........ .... PERCENTS ... FROM PEAK HOUR FACTOR Right Thru Left Total Right Thru Left --------------------------------------------------------------------------------=-------------= North 4:00 PM 0.58 1 0 6 7 14 0 86 East 4:45 PM 0.82 1 35 0 36 3 97 0 South 4:45 PM 0.00 0 0 0 0 0 0 0 West 5:00 PM 0.82 1 60 1 62 2 97 2 Entire Intersection North 5:00 PM 0.75 0 0 6 6 0 0 %100 East 0.80 1 34 0 35 3 97 0 South 0.00 0 0 0 0 0 0 0 West 0.82 1 60 1 62 2 97 2 ell Q�Tr oN q / :91 Fcl D PT t orb 8 / r' owl t�nTro �. ,�6rF v K I cam. O PTr ON - - OAKS iA 1 � fi 5 bX H 161T DI C OViN 8 4 D70wn 0-.PS-OUA 6z()z0U-;&0t U �f o o two 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 �osoR.co� AREA CODE 203/644-2511 January 3, 1989 M E M O R A N D U M TO: Michael J. Gantick, Director of Public Works FROM: A. Bowen Davies, Deputy Town Engineer RE: Deming, Oakland, Imperial Intersection This intersection periodically comes under discussion for modification. This is the firt time, I believe, the abutter has participated. 1 . There is no established street line on Deming or Oakland roads . Oakland is monumented. 2 . The dimensions On the assessors map does imply a boundary survey. It isn't on file. 3 . There is a drainage problem on their land that could be accommodated. 4 . P.D. probably would support the change if concept were approved. 1 . Would need a taking survey. 2 . Who would do the installation of the 60 L.F. of pavement, the .::driveway for #673 Deming & remove the existing pavement. 3 . Would need DOT input. ABD/jsv Enclosure Volaime 216 Page No 312 FORM 167--wrimwrunT golT ccAlm orXM-eravIvOWHIr. — "• �WM�,r,.,�.. go an people to Mom tbat Pregentg obaQ @Lome, ores. R=lu fit. IU I, josuH W. MADDALUNO, of the ':own of South Windsor, County of Hartford and State of Connecticut • j 0272 for the consideration of One or more dollars, but less than $100.00 received to my full satisfaction of JOSEPH W. MADDALUNO and CHERYL A. MADDALUNO, both of the Town of South Windsor, County of Hartfor, and State of Connecticut 'i do remise,release,and forever QUIT CLAIM unto the said JOSEPH I-l. XADJALUNO ; CHERYL A. MADDALUNO, i„ i If� sad unto the rmvivor of them,and unto the Min and assips of the survivor of them forever,al lil, ( right, title, interest, Claim and demand whatsoever as I th f Releases' haveor ousht to have in or to all that tract of land and the buildings thereon standing, situated in the Town of South Winds( 1 County of Hartford and State of Connecticut, and being known as Oakland Road, and being bounded and described as follows: NORTHERLY: by Oakland Roads '. SOUTHERLY: by Deming Street; i WESTERLY: by land now or formerly of Frederick A. Mikolite at ux; and EASTERLY: by the intersection of said Oakland Road t 1 and Deming Street; 4 ! t And being 1.3 acres more or less; and being the same premises conveyed to the Grantor herein by Conservator's Deed dated July 1974 and recorded in Volume 182, Page 24 of the South Windsor L1 Records. �� I "�..Conveyance Tax collecW . can Clark o.' South Windsor �y ..•:sue. a? o 47 -� N � o s� Ac 372 -440, 400, pEM'N as 400, �4.S' (6�9) a y�. T 20 r63j) It �4 o ! 3 49 k 48 N c rs�9) 7 N Cs7,3) y 400 C) ! /�C. AC 7 ,. + 6 Uri �S . SrAc, T S3.gc, N 89) 4000T s to t0 �3 iq ) a°o �4 c 0 4 (To,,) 4 13'S.O 470, co iq p�j 3 ag7.6•I' ./5 A� '66' � �72y� 2 O N Ita05.9 a N C. 2g�g a N Y °0 8 �a a31 , 63'9 C. n N �6 T. 4o2.7, r m •9c 3�a ° o 8 (26) O. / 285.59 !O ��, r 0) !o(i W AZ 40 a• A !� 93 Ac • 4.7A C 56 s �� AZw.bs c0 3�A 0 y0 2�p O Q ' 445.82' %A aae.5a' L 5 AC. z&o s4 A _ 0 N N T e 96 AC n ?SS C N Make Ga tick- Demmin street From: Mike Gantick To: Mark Owens; Melvin Stead; Ron Asselin Date: 7/17/02 9:01AM Subject: Demming street I was contacted by a resident(David Joy)from 333 deming Street regarding drainage along theirs and the resident to the west(lots west of Ridge Road, south side of Deming). I took a look and found that the shoulder had been scalped by a snow plow. The gutter is eroding. The resident indicated that he had talked with the crew back when some of the other drainage work was being done and was told wait to see how that work would help. It did help a little but problem still remains. Please take a look. It appears that curbing should be put in place beyond the current edge of pavement. There is a old drain east of the residents driveway that probably should be made into a CB to catch some of the flow off Ridge and Deming. Its an awful long run between CB's from Ridge Road west. Let me know your thoughts so I may respond to the resident. Thanks. Regards, Michael J. Gantick, P.E. Director of Public Works 1540 Sullivan Avenue South Windsor, Ct. 06074 Tel: (860)644-2511 ex. 242 Fax: (860)644-7280 CC: Jeff Doolittle C:\DOC4JME-1\ADMINI-1\LOCALS-1\Tem \ 00001.TMP Pa e 1 Mail Envelope Properties (3D356ABA.865 : 14 : 34902) Subject: Demming street Creation Date: 7/17/02 9:01AM From: Mike Gantick Created By: gantic(Qsouthwindsor.org Recipients Action Date& Time southwindsor.org TOWN HALL.TWN HALL Delivered 07/17/02 09:01AM asseli (Ron Asselin) Opened 07/17/02 09:16AM doolit CC (Jeff Doolittle) Opened 07/17/02 11:17AM owens (Mark Owens) stead(Melvin Stead) Opened 07/17/02 10:39AM Post Office Delivered Route TOWN HALL.TWN HALL 07/17/02 09:01AM southwindsor.org Files Size Date& Time MESSAGE 1654 07/17/02 09:01AM Options Auto Delete: No Expiration Date: None Notify Recipients: Yes Priority: Standard Reply Requested: No Return Notification: None Concealed Subject: No Security: Standard To Be Delivered: Immediate Status Tracking: Delivered& Opened 07/23/2002 10:45 8606448027 SW PUBLIC WORKS PAGE 02 o A NOTES #333 DEMING STREET • The area has a pavement width of 22 feet. • According to a hand drawn sketch circa 1976 there is a steel (corrugated metal)pipe extending west from Ridge Road. The sketch was drawn prior to some of the homes being constructed and shows some open ditch that has since been piped. • It is a long stretch from Ridge Road west to the first catch basin and that basin is behind what would be the curb line. • The lawn area in front of 333 is well above the pavement. If curbs were installed here there would not be the need for a lot of loam to back up. • A new catch basin should be put in the line somewhere here. • There is a possibility that the CMF could be rotted and need replacement. • Deming Street from Ridge Road east has been widened piece meal by subdivision development. • Utility poles at#333 are on the south side but they shift to the north side as you move further west. THOUGHTS We should consider putting curb here but try to have it moved south as much as we can to achieve a wider pavement. • We should also add a catch basin and get a look at the pipe to see what its condition is. If we were to be successful in pushing the edge of pavement south we could be driving over the pipe with the wheel load. • This is one of those places where we should have a proposed road lay out "in the can"so we could do improvements that fit into an ultimate final plan. 07/23/2002 10'45 8606448027 SW PUBLIC WORKS PAGE 03 Melvin Stead-Demmin street P 1 From: Mike Gantick To: Mark Owens; Melvin Stead; Ron Asselin Date: 7117/02 9:01 AM Subject: Demming street I was contacted by a resident(David Joy)from 333 deming Street regarding drainage along theirs and the resident to the west(lots west of Ridge Road,south side of Deming). I took a look and found that the shoulder had been scalped by a snow plow.The gutter is eroding.The resident indicated that he had talked with the crew back when some of the other drainage work was being done and was told wait to see how that work would help. It did help a little but problem still remains. Please take a look. It appears that curbing should be put in place beyond the current edge of pavement.There is a old drain east of the residents driveway that probably should be made into a CB to catch some of the flow off Ridge and Deming. Its an awful long run between CB's from Ridge Road west. Let me know your thoughts so I may respond to the resident.Thanks. Regards, Michael J.Gantick, P.E. Director of Public Works 1540 Sullivan Avenue South Windsor, Ct.06074 Tel: (860)644-2511 ex.242 l Fax: (860)644-7280 CC: Jeff Doolittle 07/23/2002 10:45 8606448027 SW PUBLIC WORKS PAGE 04 w . .��.��' r• �a� .✓rr/Ju1� Dc G*�eolnc�nu�. �"�dls° :.c :� ,�"'r .s'�_y. P�,-S"ht��'►Zs,�s i s R�' rr NO'A "at A '14w-j3-,r op an V;luT Y Awk ��'v►r'P'� GroSS Jval1 fit— L4 �ww!�E�KQ oAf��► uw - K 44 400 a 0+ NOTES #333 DEMING STREET • The area has a pavement width of 22 feet. • According to a hand drawn sketch circa 1976 there is a steel (corrugated metal) pipe extending west from Ridge Road. The sketch was drawn prior to some of the homes being constructed and shows some open ditch that has since been piped. • It is a long stretch from Ridge Road west to the first catch basin and that basin is behind what would be the curb line. • The lawn area in front of 333 is well above the pavement. If curbs were installed here there would not be the need for a lot of loam to back up. • A new catch basin should be put in the line somewhere here. • There is a possibility that the CMP could be rotted and need replacement. • Deming Street from Ridge Road east has been widened piece meal by subdivision development. • Utility poles at #333 are on the south side but they shift to the north side as you move further west. THOUGHTS • We should consider putting curb here but try to have it moved south as much as we can to achieve a wider pavement. • We should also add a catch basin and get a look at the pipe to see what its condition is. If we were to be successful in pushing the edge of pavement south we could be driving over the pipe with the wheel load. • This is one of those places where we should have a proposed road lay out "in the can"so we could do improvements that fit into an ultimate final plan. 1� B� � IIG.GyLO � J U L 24 2002 Co somewsm w PUINUCWOWS i� M"• g 8 e Melvin Stead-Demmin street Pa e 1 From: Mike Gantick To: Mark Owens; Melvin Stead; Ron Asselin Date: 7/17/02 9:01 AM Subject: Damming street I was contacted by a resident(David Joy)from 333 deming Street regarding drainage along theirs and the resident to the west(lots west of Ridge Road, south side of Deming). I took a look and found that the shoulder had been scalped by a snow plow. The gutter is eroding. The resident indicated that he had talked with the crew back when some of the other drainage work was being done and was told wait to see how that work would help. It did help a little but problem still remains. Please take a look. It appears that curbing should be put in place beyond the current edge of pavement.There is a old drain east of the residents driveway that probably should be made into a CB to catch some of the flow off Ridge and Deming. Its an awful long run between CB's from Ridge Road west. Let me know your thoughts so I may respond to the resident.Thanks. Regards, Michael J. Gantick, P.E. Director of Public Works 1540 Sullivan Avenue South Windsor, Ct.06074 Tel:(860)644-2511 ex.242 W Fax:(860)644-7280 CC: Jeff Doolittle Y w ci '' :` This �s:•dge. �,�s a S� FS .SIJON�d De ��e011�Cc�.tlu�. G�^ldga iS iq IaOO r S/+q/G- ' ,Di l 4 To crook S'�oK�c(Qm dMy •�t`1= �1 (pu Ct,0 55..E },. a Y r . �Ae� wAj�• 1 i �r°w �1 �- � C.h�rdi•��. 4 - otetj 4r .. .a7 MEMORANDUM June 19, 2001 TO: Michael Turk, Zoning Enforcement Officer SUBJECT: SIGNAGE Please find attached a copy of a letter from a resident concerned about a sign(s) at the intersection of Deming Street and Oakland Road. Marcia indicated that you would follow through on its removal. Thanks. Michael J. Gantick, P.E. Director of Public Works MJG:bmr Attachment June 6, 2001 Dear Mr. Gantick, I have two concerns that I would like to bring to your attention. The first one is the intersection of Slater and Deming Streets that is a four-way stop. A tree was planted in that triangle a number of years ago. It has grown to the point where it now is a hazard. Without the tree, that particular intersection was a problem since vehicles pause rather than stop. With the increase in the volume of traffic and the decrease in visibility due to the height and width of that tree, it has become a dangerous intersection. The second concern is at the intersection of Deming and Oakland(RTE 30). A sign was recently posted advertising manure for sale. That is another intersection that poses a problem because of the angle of Deming Street leading into a faster traffic situation. The manure sign is positioned so the view to the left is obstructed. Perhaps the sign could be relocated or better yet, removed. I also wish to thank you for taking time to visit our area regarding the cul-de-sac at the end of Slater Street. I anticipate that project will be put in effect as you projected. Hopefully, the two concerns listed above will be resolved. South Windsor is no longer a little farm community and has to deal with issues concerning a rapidly -n suburban area. The high volume of traffic and faster speeds certainly constitu gnpial hazards without obstructions adding to it. I would like to hear from you regarding these issues. V�A Thank you. SUN � Pat Thompson i 3 i f MEMORANDUM October 16, _1990 .E i 1 TO: Mel Stead, Superintendent of Streets i FROM: Ron Asselin, Road Supervisor I RE: Deming Street Storm Drain Reconstruction A 12" corrugated storm drain lateral located in front of 33 Deming Street is failing. A settlement in the westbound lane, evident since this spring, is a sign that the corrugated pipe, which runs south to north across Deming Street, is deteriorated. ! After closer inspection it was found to have been patched at the inlet end with a piece of 12" PVC. The rest of the pipe has rusted severely and is recommended that it be removed in its entirety and replaced with 15" Hi-Q pipe. The lengths of the pipes that need to be extracted and replaced make it necessary that construction take place on both the east and westbound traffic lanes simultaneously. For the safety of both the motoring public and the Street Service crew, Deming Street should be closed between 9:00 A.M. and 2 :30 P.M.4 (October 22, 1990 or rain date October 23, 1990) , from Buckland Road to Clark Street while construction is underway. 33 Deming Street is located nO ' east of Clark Street. RA/ds cc: Mike Gantick, Director Tom Hart, Sergeant MEMORANDUM March 30, 1990 TO: Mike Gantick, Director of Public Works FROM: Mel Stead, Superintendent of Streets RE: Dumping along Deming Street near Imperial Drive I visited the location on Deming Street you referred to me. The area has been filled in by small sections of tree logs and wood chips. Thursday morning, I spoke with Ed Havens about his concern regarding the dumping and suggested that the material could have come from the land to the west of the cut off road. He told me that last fall was when the material appeared there and that it was about the time the land owner remodeled his home. The tree logs look like they are from the same species of trees growing next to this home and Ed and I suspect it may have come from there. He did not see who dumped the logs. I had Ron Asselin refer this matter to the Police Department. Ron met with Officer Barile at 10:30 A.M. , March 29, 1990 and discussed the dumping problem with him. Officer Barile referenced Section 121-5 of the Town Code on litter and said he would follow up. I called Jean Zurbrigen at 3 : 15 P.M. , March 29, 1990 to let her know what we were doing and that we would clean up the area ourselves if we were unsuccessful in pinpointing the source. MCS/ds MEMORANDUM March 30, 1990 TO: Michael Gantick, Director of Public Works FROM: Melvin Stead, Superintendent of Streets Ivy RE: Dumping along Deming Street near Imperial Drive I received a call today from Mr. Maddeluno, 539 Deming Street about a contact made to him this morning by Officer Barile of SWPD. He expressed his concern about various problems that he has made known to the Town Manager, Town Council and others. He was also concerned that the Town may enter private property to remove material dumped at Deming Street. A very clear impression was left with me that he contends he owns the property where the material was dumped and that he expects to be formerly notified to clean it up. It appears that if we are to follow proscribed procedures as outlined in Chapter 121-6 "Order of Abatement" , the ownership of the property must be established. This is, unless the source of the material can be established. Ownership of this parcel is in dispute. Mr. Maddeluno claims to own it by deed. You have indicated that the State of Connecticut also has a claim. I expect that the Chief of Police will be looking for assistance in determining ownership in order to serve an abatement order. MCS/ds South Windsor Police CRIMINAL INVESTIGATION REPORT Case No. Character of Case Date of Report 1 —1 5-76 Rep0rt Made By AREA INVESTIGATION Number of Pages ( > Capt. William Ryan South Windsor Police This is Page ( � Initha [ X ] Supplement [ ] Closing [ ] AREA UNDER INVESTIGATION: The immediate area surrcu nding the Buckland Road-Dem- ing Street intersection in the Town of South Windsor Conn. REFERENCE: A study is being conducted to evaluate improvements in the general area of this location known as the Buckland Rd./Deming Street intersection and the type of motor vehicle traffic and accident rate applied to this location since the year of 1970 to the present date. ACTION TAKEN: As of this date, a research of the accident files indicate since January 1 , 1970 to December 31 , 1975, some twenty-eight ( 28) motor vehicle accidents have occurred in and around the general area under invest- igation. The breakdown is as follows: 17 Property type damage cases, ( vehicles and land only). 9T Personal Injury cases, none fatal. of which 24 were considered driver error. 4 resulted from icy road conditions. Conclusions: It is the opinion of this officer that improvements in the redisigning of the intersection per se is a necessary one as the present status is one that could be concluded as a minor hazard. The visability as one approaches easterly on Deming to Buckland Road, is such that creates somewhat of a hill-holding plan whilewaiting to cross Buckland Road. The topography in all directions is such that improvements are needs to insure a normal flow of traffic with the least amount of resistance and create a bainute possibility of other accidents, such as recorded, to date. 1 3WP•6 Page r#2 of 2 EXHIBITS: Twenty-eight (28) copies of the accident card file main- tained by the Sough Windsor Police Dept. that indicate the case number, date, type of accident and approximate location, the operators involved, and probable cause of the accident as well as any enforcement action taken. STATUS: Investigation is open, pending further needs by the re- searchers to aid in the reconstruction of the intersection and surrounding areas pertinant to the Buckland Road-Dem- ing Street section of South Windsor, Conn. --.. . Case .-h'70-96-A Op.#1 --Ronald F.Lipp,54. Meadow. Rd Town _ DOB 6/3/47 (22) -- - Act.Taken:_ Op.111 1y?VvJn..-Unsaf_e___Pass no. Buckland Rd (2501S:.of:D.6mirig.-.St.) PROP-DAM. Case-#70-125-k 4/1-1/70 Op.#1-James-R. Sprague,Montauk Dr.Vernon,Ct.' DOB 6/9/45 _ (24) Action Taken:Op.#1-MVSuA. .-Fail.. :To Xr: ; In .Estai Lane & MVWn.-Driving after._Drinkinj Buckland Rd. . Ca;,e #70-206-A 9/1/70 Op.-#1-.Sxtanly J. Bavis.339 Oakland- Rd,Town i.ction Taken: 0p.#1-TJ1VWn.7Fai1. To Dr. In Prop - 'mane Bucland. Rd. (1000tS.of _Ell. Rd)_ ._PROP.DAM. Case #70-250-A 10/31/70- -- 0p.#1-John T. Sel.e,350 Buckland Rd. ,Town Action Taken:Op.#1-14VWn.-Fail. To Dr. _In Prop. Lane BucK:lana ItU/1JU1fL116 0 U* L11tjci_•,_.__..----rnvr._ Lnri•.- Gase #70-276-A. -_11/20/.70 -- Op.#1-David C. Francis,981 _P.V.Kd. ,Town Op.#2-Marc F. Saegaert,Pheonix St-.,Vernon P:ct.Takn:Op.#T-DIVWn.-Fail.___To _ Gr._,Rt. _of -Jay_ Case #71 -202-A 7/6/71 Op.#'I-Edward L. L.gan,21 Pear Tree Ln. ,S�,rF Act.Taken: None 3uckland-_Rd-./D_emchng--..St.--Inter-._-. P-ERS-.INJ,-(--f—�- Jase 71_-259-A_ 8/27/71 -- - )p. 1 -Harry A. Lindgren;763 -lain St. ,SW )p.#2-Derek_-_I .-_Rennie.,_7Q2 wolcott Dill- Rd. ,Weth. act. .Taken _Op.r`141TVWn.-Fail. To _Rt. of Way at Inter.__ - Ruckland Rd. Injuries(/ j ._Prop. Dam. Case 72-4-A - 1-2-72 ..----- .----70.00P.P�I. :.--= - OP. 01-. Anne H. Ravalese __1*543- Sullivan, Ave. South-Windsor, Conn. OF.4- Kathryn L. Holmes 361 Plain St: Mancheste: Act. Taken. None____- Icy RAad Case.-.72_-!93—A ----- op. !- Walter-Foley 3 Walnut- Street- Manchester, Conn.- - Act. Taken None,. _Ruck and fl . Prop.. Dam. case__#1-2---2t7-A—. —6 II1$-72- Z«07 A.M. -Op-. George B. reoples T8 Delmont_ Street '4anchester , Conn. Act,aken, M V warning - Driving after drinking Deming Street- - ----- -- ---Injuries(-vI) --- - _ _-__ aase #72 326-A 9-20-72 7,32 P.i�i,. gip. . -1 Alex _F-,__Yakiti,s_1 Q�Ht�r am reeG_—__. Manchester. Conn. None- Injuries Passneger Car wil- Bo-noficio-Nune_ ega__r Camp Uindsor - I'liddsor,_Conn:. ILetr Taken bone Hit man hole cover aboy_e _ground Buckland---Rd._-&.-:Deming_-Streets-.-------.-.-- Injuries_(-# )dse_ #72--388"-A 11-13-72 _ - _3.15 A.PL. Judith IT. Franks 20 I-lood- Dr._East_ Hartford, _Ct. )p, i'2- Ester M. Johnson 17-J Spruce Street I.aanchester, Conn. act._ Taken.- 0p. :'l- T!IV warning -Failure to grant right of _way_ to vehicle__not obliged. to stop. ­ _-- Buckland Road Prop. Dam. Case 4 2�403-.A 1'l-22-72 7.59 AJ-1 -Qp. onAl d_F�' . Penton 5South Farms Road _._ Manchester. C na.— Wirtz, 105 Oxford-Street Manchester, Conn. Act. Taken. Op. #Op. #1 and Op. r#2- R/V warning -_ Failut-e to drive right. 3eming Street"j M�.le North Of Buckland Rd Prup. Dame. mae-# -'7'2---43.6-A — _-_Qp� Santo G. Castrm 14g3 Ellington Rd. South Windsor, Conn. )p. ##2- None-. Ict. Taken M/V warning - Op. #I- Failure to Drivt in estabished Lane. 4.33 Buckland Dr. Prop:. Dam. Case.- --72--45ff-A -12.-22-7.2 1 .3.9, A.M. Op._#-T.•_.George--14ohney-BED,..-Stoughton_Rd.._,r_ - — __-Jffarehouee..-P-od nt,,. Conn.-- Act I-Taken—Hone Icy--Roach.------� Buckland Rd. Injuries( / } Casef#72Q,469-A 12-30-72 3.34 P.P . Op, ##1-_Step_hen-P. Farnham 423 Center. Street_ Manchester Conn. Act. Taken- None Icy Roads. _ ueminq ozreez-jvu 1 .wesrt or buckland Rd.Prop.Dam dse ii ' 73---, 7,4 1-6-7 11 .0.5 AM. gip._- -t John A. Craig 106 Pospect�St e�t Ma n ch r_,__Gonn- Dp.#2- L.amrenee S• $r►pmn-62-No-r­t y-Lew-Dr. South Win .nr Cnnn_ Act. Taken Op. #2- Summons-. Failure to drive right at curve. 3ueklandiRd.&Demrg_Rd )p- 1-- Donald--J.--Donahue.--A_1+8LCannon',Rd _ -- -- ------._�_._��_ East--Hartford-,-Conn )p.--u2- Zilliam-.Nathaniel_.-$__ActiQn__Str-eet_ _Hartford} ict. shaken- Op.__#2; Verbal warning to. fast for Condition . Buckland Rd.--40!South OfS.N.E_.7. CO pole 1 -. Case # 73-253-As - Og« #1- William Kusma Jr.. 109 Roxbury Rd. East Hartford, Conn. Op. #2-_ Cr2:g_L.-_Taylor.--:_45__Canterburp___Rd. —_- __ Hartford,--Conn.-__-_-. Act. Taken Op.- #T. Mom%_warning Improper Changing. ------------- Buckl.and Rd & Deming Stree# -Prop. Dam. ase # 73,-262-A - 7.729-73 - 1 g:1 s ma's -- - - ----­ p. #1- Norman E. Olmstead 627 Graham Rd.. _ South Windsor, Conn. p._ #2-_ Karl -J. Traska 44__Ensign Street - East .Hartford,---Bonn..----- -- ct. -'aken__-_ Op... 2=-_M/ - warning -Failure r a ta-------- Buckland Rd T.__37.9A 1_1 4_5-73_ -_21 :21 -Ers.------- Maureen Keating 68 Deerfield bane OP. #3 ---------Act. Taken—_Under _Investigation, _-_.�-----_:-_- Buckland Rd.. --530 t South Of Deming .Rd." Injuries Case #_7"3- 422-A - 12-20- 73. - 20:39 Hrs1 ( � - Op.. #1--. VTayne H. Hurlbut 370, Main Street £anchester,_Conn.___- Op... .#Z Doris B.Loverin-g<8 Neiderv_mrerferjRd, _-----_-------------:-_:-___-----------South_.Windsor., ---Conn._-- Ac;t. Taken - M/V warning - Speeding too, fast for condition Case #74-41-A-- 1-21-74-- 21 :26 Hrs., Prop. Dam. OP. _#-1-_TTichael W.Shaia 47_.Thomas.Dr. -:---_-._ South 1-Tindsor_, -Conn. Act. `Taken- 1- Verbal Warning Speed to; --------------- 3uckland. Rd. 3,168 south Of.Deming Rd. Prop. Dam. jase # 74-165-A- 5-13-74 - 08:30 Hrs. gyp. #1- Dennis M.Reed 14 Livingston Rd. East Hartford, CT. ap. #2f Unknown. kct. Taken None- Othe vehicle did not stop. - emi St. 1 �00t East of.-°Buckland Rd. Ire cries 1 as ' _;7 -3 5-A ZO-26-74- 22:t�2 Hrs. — ------� _- p. 1- Harold J.Zevesaue Jr. 491 AverySt.So WindsorI Ct-. ct. Taken- top. yr"1- Smmions Failure_tp drive right on cur -- —_ —� Curve. i E yRZ i Buckland.Rd. 550t Forth-rof Demmin St. �5am. O ttx aS� tc� OT111 z Op.. 2_ wi17.�a R. =Bi1].fg �g5 Griffin Rd; irtinas®r ct. Act. Taken - 2- warning .� Thivingo fast for, I WN: oa g- y 4 v-,te� Tz 3uckz and-Rzd. -_�':�So.-_0f_SNeW-Pole_.# asp,.. ,Z5-216.4 ©5723-25_-_T10:0 Hrs. 3p.._ ! Walter l ssocki_8 Federal St. L:3rrhrooaTconn. = ; 7p, 2_ James-A Bard -1 0 Hillside Dr. 3 So. Windsor�Conn. ket. Taken _ -. 4P �2- P'IjV warning-, Following to. Closely : a I MEMORANDUM November 16, 1973 To: Terry V.. Sprenkel Re: Deming Street-Oakland Road Intersection As a 'result of the considerable controversy and press coverage of the cleaning and clearing operation my Department has conducted at the subject location, ' I -am requesting specific directions on what additional work, if any, should be done to complete the beautification of the Highway area and/or to provide screen to area residents who have claimed personal damages from the removal of the .brush that previously existed. I will take no further action until I hear from you. Emil W.' ,Lucek EWL:prb - r Town Hall, 1540 Sullivan Avenue, 'South Windsor, Connecticut 06074 Engineering Department May ^3, 1973 krs, Erika Cicero 376- Deming Street South Windsor, Connecticut Dear -Mrs. Cicero - A short time ago, you applied for, and received, a building permit to construct a dwelling at 364 Deming Street in - south Windsor. That permit allowed you to construct a building, but did not "cover the installation of a driveway within the Deming Street ="= r ht-of-waY For that ty pe of construction., you_must _obtain a driveway permit. The purpose of this permit is to alert the Public Works Department that work' is being done and should receive an inspection. Since a driveway permit was not obtained, the Engineering Department was unaware of its installation and it was, therefore, not inspected. Unfortunately, the driveway was not constructed- properly and water from the street now flows down onto Mr. Augustinsen's driveway, causing unnecessary erosion and puddling. Please instruct your driveway contractor to pick up a permit in. the Public Wo=ks Department at the Town Mall, and then to make the needed repairs. I will be happy to assist you and/or your contractor in making the necessary grade correction. ' Verb truly yours, TOWN OF SOUTH WINDSOR Melvin Stead, Jr, E Engineering Assistant MS:prb - cc: Emil Lucek, Director of Public Works k 4 � a �! Town Hall, 1540 Sullivan Avenue, South Windsor, Connecticut O6074 Public Works _ April 18, 1973 TO WHOM IT MAY CONCERN: This is to certify that Davewell Road, in the Town of South Windsor, is. owned and maintained by the Town of South Windsor, and is an accepted street in the South Windsor street system. Very truly yours, TOWN OF SO WINDSOR E '1 W. Lucek Town Engineer (Or1N a co R F 7-own at C.1 U w� 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 SOR-CONS AREA CODE 203/644-2511 January 3, 1989 M E M O R A N D U M TO: Michael J. Gantick, Director of Public Works FROM: A. Bowen Davies, Deputy Town Engineer 4�-/�> RE: Deming, Oakland, Imperial Intersection This intersection periodically comes under discussion for modification. This is the firt time, I believe, the abutter has participated. 1 . There is no established street line on Deming or Oakland roads . Oakland is monumented. 2 . The dimensions on the assessors map does imply a boundary survey. It isn't on file. 3 . There is a drainage problem on their land that could be accommodated. 4 . P.D. probably would support the change if concept were approved. 1 . Would need a taking survey. 2 . Who would do the installation Of the 60 L.F. of pavement, the driveway for #673 Deming & remove the existing pavement. 3 . Would need DOT input. ABD/jsv Enclosure Volume 216 Page No 312 f FORM 167—COxNBCrtc'iT 9viTCLAta oP.rn-attY&volYlajp. rutEurx as VeoPlt to Mbom tfjege 3prt*nW obaA CM, �rati R=10 fit. flit I, JOSEPH W. MADDALUNO, of the :own of South ' Windsor, County of Hartford and State of Connecticut ?' 02727 /e for the consideration of One or more dollars, but less than $100.00 { , received to my full satisfaction of JOSEPH W. MADDALUNO and CHRRYL A. MADDALUNO, both of the Town of South Windsor, County of Hartford and State of Connecticut { do remise,release,and forever QUIT CLAIM unto the said JOSEPH %1. AIADJALUI10 and CHERYL A. aNMDDALU'NO, r x. ob i r, I, ! and unto the wuvivor of them,and unto the heirs mW assigns of the survivor of them forever,all right, title, interest, claim and demand whatsoever as I i the- Relesew haveor aught to have in or to all that tract of land and the buildings thereon standing, situated in the Town of South Windsor' : County of Hartford and State of Connecticut, and being known as 539 Oakland Road, and being bounded and described as follows: i; i� NORTHERLY: by Oakland Road; S6•y , SOUTHERLY: by Deming Street; WESTERLY: by land now or formerly of Frederick A. Mikolite et ux; and EASTERLY: by the intersection of said Oakland Road and Deming Street; : •,h And being 1.3 acres more or less; and being the same premises conveyed to the Grantor herein by Conservator's Deed dated July 9, 1974 and recorded in Volume 182, Page 24 of the South Windsor Land ' Records. I N nveyence Tax collectea CZ .�'ri can Clerk o; South UJindso�r ' rt . •f . z l w J'4 ' s e % T 7 V 372 ' c9� 400' O�M'IVG a 400, 4-18.36' Jto 0 2 66.37� (D (0 V 0 It 0) 1f 3-qC ' �9 �8 N (� 9, 7 ) N (673) , O dUl p C� C i '� . N S4�Cro A. . OD `S.�/qC' S3� N (689) ° p C c b 13 5.0 h 4 �)09) 00•�3. 4 N 3 405.9 457.64' a7o �5 A0 . � " N 6'Q C. n ,� s (zoo o ° 11 - 4 77A c �` 63-9 c 2 r;2� aDT• CD C. -102.7 r- lYO 7+ AC '� (25) f� ��\ m/ N/ T �C 'L g 6g � 9 ° 3k� ° Y ° ,5+Ac , s6 a9 o _ (26 O" 0) 93 A c ' C o 40 -- \ r' 17 10 O. 2 � as 5.82 O (�r3' ao7.a' 7 �1� Q aa 8.58' 8� Ac . ' Z. °• . 5 A Zoo l o N N e 96 A'`