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Home My WebLink AboutZONE CHANGE TO DA-15 (DENIED) f TOWN OF SOUTH WINDSOR PLANNING AND ZONING COMMISSION The Commission will officially receive applications Application No . at either Special or Regular meetings provided they Received Date: were submitted to the Commission Chairperson, Secretar Action or Public Hearing by: or agent, at least fourteen (14) days prior to the meeting at which they will be officially received. No application officially received at a Special Meetin Receipt No. will be acted upon at that meeting. APPLICANT: Yvl cov,I T. Co ADDRESS : FLL' 6'j4 T71-1 J2 T-) , So 0,7-t+ LO y-I-jv b J122 T E L E P H 0 N OWNER OF RECORD ON LAND RECORDS : -4-ntA-d V1s*Y&O AD D R E S S : Fl ��--� GT'. A A1 ci 0 COMPLETE LOCATION OF PROPERTY: tvo2 i St Dt 5 yK tr-v+ 1ST, ZONE NAME, ADDRESS & TELEPHONE NUMBER OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: VtAl t-� e�$SOC 4 f-T�S P L, 3 f� wl S +a-wart �2 TELEPHONE THIS APPLICATION IS FOR: (CHECK ONE OF THE FOLLOWING) 1 . Zone Change to —A (public hearing required 2. Filing for Subdivision 3 . Filing for Open Space Subdivision (public hearing required) 4. Filing for Resubdiv1sion (public hearing required) 5. Special Exception to Article (public hearing required) 6 . Site Plan of Development 7. Removal of Sand, Gravel, Clay or Quarry Stone & Ore. (public hearing required) 8 . Other (explain lain in detail) THIS APPLICATION 'MUST BE SIGNED BY THE APPLICANT AND OWNER OF THE PROPERTY ,.SAND SUBMITTED WITH 6 SETS OF PLANS (7 sets if public hearing is required) BEFORE IT IS RECEIVED BY THE PLANNING & `ZONING COMMISSION. Applicant Owner �-Gt>4 FOL J•u1i,J M j O P T 6"s - 12/84 v N ��ow c'q� T-a 0-P S ?d&U&ot 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 OR•co AREA CODE 203/644-2511 November 23, 1984 Attorney Raymojnd LeFoll 0 2307 Silas Deane Highway Rocky Hill , Connecticut -" Dear Attorney LeFoll : At a special meeting of the Water Pollution Control Authority held on November 7, 1984, the Authority voted to approve the sewer line, as presented on 0 map of Meehan Associates, Consulting Engineer, J. & R. Realty, Smithy Clark Streets, Date 10/15/84, Sheet 1 of 3, File #841200, revised 10/16/r84. This approval was contingent on satisfactory legal evidence that the applicant has a permanent easement over the said property and that the agreement between Mr. Alexander and you will be completed before the pipe is laid. ,j ery truly yours, Jo eph J. arino, Chairman TOWN OF SOUTH WINDSOR Water Pollution Control Authority JJC:pm CC: Peter DoMal1ie, Director of Planning Robert F.' Gilligan, Chairman, Planning & Zoning Thomas IP., D'Auria, Building Inspector Richard Martel , Town Engineer 1 ) DEPT n i L 'too s�4 ce 1540 SULLIVAN AVENUE - SOUTH WINDSOR. CONN. 06074 ��'►dso�,co �, AREA CODE 203/644-2511 ' on April 3 , 19 8 5 A- Ms-. Amy M. rker, ' District Manager Hartford Co ty Soil and Water Conk vation District 340 Broad St eet Windsor ACT I 06-095,111 - RE: I NEWF IEL' 6 MANOR Dear Ms. Pail er: In accordano6 with Section 3.1..a of the South Windsor Subdivision Regulations copy enclosed, and a conversation with Mr. Peter Henry of Ric rd Meehan Associates concerning a proposal fori a develo meat do an- �,7 acre parcel northeaster) of the corner! of P P Y Smith and Clark Streets,, they will be forwarding to you, a copy of the Newfield. Manor drawings for your review and comments.' Thank you ford your assistance and if you have any questions,, I can be cont40ted at 644-2511, extension 244. Very truly yours, f0 A. Bowen Dairies Deputy Town Engineer ABD:bmr Enclosure ' -- E D cc: R. Mar el, Town Engineer�P DeM lie, Director of Planning APR Planning and Zoning Commission File Peter my SA I�NOR P_IANNIIYG Der Attorn Ray LeFoll 'II PUR;ELL ASSOCIATES May 10, 19 5 _ Mr. Jean Mi3rc Jacques JMJ Bulk I g 658 Ellin t n Road South Wir d or, CT 06074 Dear Mr. Jacques: Re: Tr f is Impact Study y Ne eld Manor Development Cl r Street Soar Windsor, Connecticut Enclosed are ten (10) copies of our Traffic Impact Study for the subject project. We trust th s satisfactorily responds to your needs and appreciate the opportuni ty to ,be of service to you. Very trul yours, _ PURCELL (ASSOCIATES Bruce A. H' I Isom P.E. Principal Traffic Engineer BAH:dr (85-209) Enclosures ENGINEERS ARCHITECTS • PLANNERS National Drive Glastonbury, CT 06033 • 203-633-8341 I TRAFFIC IMPACT STUDY IN CONNECTION WITH THE PROPOSED f NEWFIELD MANOR DEVELOPMENT ._ ON CLARK STREET IN SOUTH WINDSOR, CONNECTICUT PREPARED BY: PURCELL ASSOCIATES 90 National Drive Glastonbury, Connecticut May, 1985 TABLE OF CONTENTS Page I. INTRODUCTION II. EXISTING CONDITIONS � Site d ation Figure 1 III. IMPA OF THE PROPOSED DEVELOPMENT ON 2 TRAFFIC IV. CAPACI ITY ANALYSIS OF THE SURROUNDING 3 ROADWAYS Trip istribution Figure 2 V. PRES T AND FUTURE CONDITIONS q VI. CON USIONS 5 i I i I. INTR�1 UCTION The Lrpose of this study is to evaluate the traffic impact of thip pro- pose ewfield Manor development located on the east side of Clark Stree in the Town of South Windsor, Connecticut. The develo ment consi t of 130 condominium units, 48 single-family units, 16 two-�amily units ( ousing 32 families) and an 11-lot subdivision that will ultimately acco obdate 11 single family homes. It is intended that this report be resp n eve to the concerns of the Town with regard to the impact of the -' props d development on the surrounding roadways. The c pe of work involved in the preparation of this report in luded maki g Automatic Traffic Recorder (ATR) counts; making anual turni ic movement counts; obtaining data relating to the physical har- acteris ics of the roadways; obtaining information from the Conne ticut _ Depa ti ent of Transportation (ConnDOT) relating to the reconstr ction of 1- 6 and associated local roadway improvements; obtaining informa- tion r m the Town of South Windsor relating to the roadway improve- ments 1 the area due to the proposed Winchester Mall; determine I the sight istances from the proposed access roads to the develop ent; obtai i g traffic accident data from the Town; and conducting traffic engin ring analyses. II. EXIS G CONDITIONS An 1 lot subdivision and 210-unit housing development consisting of 130 dominium units, 48 single-family units and 32 units in 16 uild- ings is proposed for the approximately 78-acre site bounded o the west Clark Street and on the south by Smith Street (see Figure 1). Auto a is Traffic Recorder Counts were made during February! 1985 along lark Street south of Smith Street and along Smith Street east of Clark treet. Turning movement counts were made during the nX rning and a it rnoon peak periods during February 1985 at the intersect on of Clark, treet at Pleasant Valley Road. These counts are summari ed in the A endix to this report. Access roads to the site will be pro, ided from I rk Street and Smith Street. Clark' treet, approximately two-miles long, runs in the northeast- south st direction terminating at Ellington Road (Connecticut Route 74) a he northeast end and Burnham Road at the southwest terminus. The o dway is generally tangent and gently rolling in the vicin ty of _ the sit Clark Street is 22 to 28 feet wide with one lane of traffic in each ii ection. The posted speed limit along Clark Street is 30 mpri. The la d use along Clark Street includes single-family homes andlagri- cultul a land. The daily two-directional traffic volume on Clark treet south f Smith Street is 1,065 vehicles with 37 vehicles tra eling north ly and 100 vehicles traveling southerly during the morning peak hour ( :00 a.m. to 8:00 a.m.) and 92 vehicles traveling norther) and 1 - o I ` p P ROJECT L. CATION Op`Jf. `� pGpEEy'I -`- o a rip DMV O9wE v f > Y J W Roho L H v ROB VALLEY � F ,w Y W 0 � w I 7q�4 t J 4i OvE g BROOR �yE I NEWFIELD MANOR Y j, R°A° LOCATION MAP! PC! L TES A _ w n SCALE: N.T.S. FI URE I 58 v t icles travelingsouther) during the afternoon ea h Y 9 peak our (4:30 p.m. 5:30 p.m.). Smith Street, approximately 5,000 feet long, runs in the east-west dire t� in between Buckland Road at the easterly end and Clark Street at the Westerly end. The roadway width varies from 18 feet to �4 feet and has one lane in each direction. The land use along Smith Street inclucj s single-family homes, agricultural land, and 2 condominium complq es (Burr Meadow and Pleasant Hills). The cl ily two-directional traffic volume on Smith Street east of Clark Street, is approximately 437 vehicles with 21 vehicles traveling easterly and !� vehicles traveling westerly during the morning peak hour (6:45 a.m. to 7:45 a.m.) and 37 vehicles traveling easterly and 19 vehicles trav H g westerly during the afternoon peak hour (4:30 p.m. tb 5:30 p.m.), Pleasal, t Valley Road runs in the east-west direction beginning at Buck) d, Road in Manchester at the easterly end and extendingl� about 3.75 Iles to Main Street ' in South Windsor at the westerly' end. Appro imately 1,700 feet of� Pleasant Valley Road beginning at Bu�, kland Road ind proceeding westerly has recently been reconstructed to a four U ne roadway with a median and left turn lanes. Beginning approximately 2,000 feet easterly of Clark Street, the roadway tapers to 24 feet and continues with a 22 to 24 foot width with one lane ifi each directi n for the remainder of its length. Land use along Pleasant Vallee Road includes single4amily homes, agricultural land, an&multi- famil homes (Westage Condominiums, Barrington Estates and Cinnamon Sp ri ). The uth Windsor Police Department provided traffic accident lep p data for the Ilast three-year period. During this three-year period, nol acci- dent Nere reported along Smith Street or Clark Street in the v,lcinity of the st4dy area. Ill. IMPA F THE PROPOSED'i DEVELOPMENT The itvlpant of the proposed', development was determined by calc�lating the number of trips that should be expected to be generated by the -- prop d, development, anrd subsequently, assigning the generated trips 1, 'the roadway system. The Institute of Transportation (Engi- neerATE) "Trip Generation Manual" contains trip generation rates for condokiniums and single-fa ily homes. The trip generation rates for the 1 lost subdivision were determined by using the trip generation data fir Single family homes. The manual does not contain tripgener- ation ates for two-family (homes. Generation rates for single-family — home wore used for the two-family homes since they are greater than the cle eeation rates for all other types of residential developmen s and will owide the most conservative estimate of generated traffic _ volumes. The generation rates used are as follows: 2 I Singl -Fa Ily Condominiums Housin Av r{ g Weekday 5.2 10.0' Mo in Peak Hour Exitin 0.37 0.55 _ Mo In Peak Hour Enteri g 0.07 0.21!1 Af 0 n on Peak Hour Exiting 0. 19 0.3h After ndon Peak Hour Ente ing 0.37 0.60 Thee umber of trips a pected to be generated by the p�oposed devel pig ent is as follows: Aver, ge, Weekday 130 x 5.2 + 91 x10.0 = 1,586 Mor ii gi Peak Hour Exiting) 130 x 0.37+ 91 x 0.55 = 98 Morhji i9 Peak Hour Enterin 130 x 0.07+ 91 x 0.21 = 28 Afte;,r, o�n Peak Hour Exiting 130 x 0. 18+ 91 x 0.37 = 57 Afton odn Peak Hour Enter ng 130 x 0.37+ 91 x 0.63 = 105 Thep b've figures indicate an expected daily impact on the roadway systle of 1,586 vehicle trips with 98 vehicles exiting the site land 28 vehij� s entering during the morning peak hour. During the of ernoon pearjho r, 57 vehicles are expected to exit the site and 105 ehicles are e_ cted to enter. Two ri es will provide a cess for 210 units of the development's. One drivel will be located along) Smith Street approximately 1,750 fee east- erl lark Street and t e other along Clark Street a roximat�l 640 Y 9 PP Y feet northerly of Smith Str et. In addition, a 400 foot Cul-de-sa along Clark Street approximatel 1,350 feet northerly of Smith Stre t pro- _ videss access to the 11-lot subdivision. The prevailing speed along Clar,k, S reet and Smith St eet in the vicinity of the site are approxi- matoly 45 mph and 35 mph respectively. The sight distance available to dr+ e', s leaving the acce s drive at Smith Street will be approx mately 500 f t 'looking toward the), east and 1,750 feet looking toward the west. The', ovallable sight distan a from the access drive along Clark Street exceeds 1,000 feet in either direction. The proposed cul-de-sac on Clam' S reet has more than 1,500 feet sight distance available ooking towar! he south and more than 525 feet looking toward the north. The 0, istances exceed the minimum distance established y the _ Connecticut Department o Transportation design standards r the prevloili g speeds of vehicl s presently traveling along Clark Street and Smith) St' eet in the vicinity of the site. IV. CAPA t Y ANALYSIS OF tHE SURROUNDING ROADWAYS The r ction from which ehicles are expected to arrive to and depart from, Ithe site is important n determining the impact that the generated traf f i� will have on the roa way system. It is expected that during the peak + sods, the generat d traffic from the development will exhibit 3 I similo t avel patterns to t e existing peak period traffic. The turning mov4�y1 nl, counts at the int rsection of Clark Street and Pleasant Valley Road n the daily counts along Smith Street and Clark Street in the vicin'iity f the proposed si a for the development provide informa ion on the a is ing travel pattern The generated traffic was distrib ted as shown i Figure 2. The tal distribution percentages exceed 100%; thus prt viding a consery tive estimate of the impact of the ge erated traffics f 'om the proposed d velopment. Capa► ty' Analyses were co ducted at various locations surrounding the site r j he existing traffi volumes combined with the traffic v lumes gene to by the propose development and the expected traff c vol- umes r m the access roa of the approved 70-lot subdivision along Clark) t eet opposite the roposed development. The capacity of the roadr y in the vicinity o the proposed housing development s tated y'1 the capacity of th intersections in the immediate area t rough -- which) th generated traffic must travel. The critical intersection were analy d� using the Unsi nalized Intersection Capacity Calculation Techi i Oe presented in Tr nsportation Research Circular 281 "Proposed Chaprs' for the 1985 Hi hway Capacity Manual", published y the Trans o tation Research B ard. The intersections of the access drives to th p oposed developme t along Smith Street and Clark Stree , the inters) ct on of Smith Stre t at Clark Street and the intersect on of Clark` t eet at Pleasant V I ley Road were analyzed for the anti ipated post-d v lopment traffic v lumes during the morning and aft rnoon peak r ods. The a� e s drives to the p oposed development are expected to o erate at Ley► I f Service A thr ughout the day. The intersection of Smith Stree at Clark Street is resently operating at Level of Servi a "A" and w[ I ontinue operating at the same Level of Service througho t the day u on completion of the proposed development. The multi-wa stop sign n�rolled intersection of Clark Street at Pleasant Valley R ad is prese ly, operating at Lev I of Service "C" or better througho t the day a I ill continue to op rate at this Level of Service with the post- devel m nt traffic volumes. _ I V. PRES� T AND FUTURE CO DITIONS Major roadway construction is taking place and additional develo ments are pr p sed in the southea t quadrant of South Windsor and acro s the Town in'r, in Manchester. The Connecticut Department of Trans orta- tion i�'l presently reconstru ting Interstate 86 through Mancheste into Vernoo. In conjunction wit this work, several interchanges are being reloca d and local roads r constructed near the new highway r mps. Westb n exit and entran a ramps to 1-86 intersect Pleasant alley Road i m diately east of Win sor Street in Manchester. I Appro im tely 1, 700 feet of Pleasant Valley Road from Buckland Road west s recently been reconstructed to a four lane roadway with a it i I, . I SITE LOCATION Lo M 70% 1 0 0 O o lJ.l M -- W 30% Y 15% cr Q SMITH STREET _ J V o 0 O r i % 5��° 80% PLEASANT VALLEY ROAD N EW FI E LD MANOR TRIP DISTRIBUTION � ASSOCIATES A � , n SCALE: N.T.S. FIGURE 2 i media' and left turn lanes. Along the easterly side of Wheeler Road is the tee of the proposed Winchester Mall, a regional shoppi g mall excee i g one million squ re feet. According to Town Officials, the deve per of the Winchest r Mall will be required to construct a con- nectc oad beginning at the present intersection of Pleasant Valley Road 1wilh Wheeler Road a d extending toward the southwest al ng the Tow Li a to the intersec ion of Chapel Road at Clark Street. Addi- tiona ly, the northwest cor er of Pleasant Valley Road and Wheel r Road will elocated toward t e northwest with a smooth curve r placing — the r er. As a result f these changes, Pleasant Valley Rod will becor� discontinuous at heeler Road. It is anticipated thal Smith Stre t ill either be made into a Cul-de-sac west of Buckland Road or will maintained and a t affic signal will be installed at the in ersec- tion f Smith Street and uckland Road. These improvements would sepa to the residential eighborhoods in South Windsor fr m the cc rcal developments at Winchester Mall and in Manchester. V1. CON IJSIONS The r posed 11-lot subdivision and 210-unit Newfield Manor is ex- pecte t generate 1,586 vehicle trips per day with 98 vehicles exiting the si a and 28 vehicles en ering during the morning peak hour and 57 vehicl s exiting and 105 ehicles entering during the afternoo peak hour1 i hese additional t ips combined with the traffic volumes from the a 'proved 70-lot subdiv sion along the westerly side of Clark Street shoul roduce no notice ble degradation to the traffic flow n the road y system surround ng the site. The access drives the prop a development alon Smith Street and Clark Street and th inter- sects f Smith Street at lark Street will operate at Level of ervice "A" t�r ughout the day. he multi-way stop sign controlled in ersec- tion lark Street at Plea ant Valley Road will continue to opera a at a Level Of Service "C" or bet er throughout the day. I The ig t distance availabl at the proposed three access drives to the devel ent, will exceed the minimum standards established y the Conn ti ut Department o Transportation for the prevailing speeds along m th Street and Clar Street. The ro osed Newfield Manor development along Clark Street is not _ expe d to adversely affect the quality of traffic flow or safety on the road y surrounding the development. No roadway or traffic Aera- tion p ovements are nec ssary due to the traffic generated y the prop ed development. i i 5 i I i i � I i i PPENDIX j I I - I i i I _ I i TD - 20 JAMES .P. PUR ELL ASSOCIATES VEHICLE VOLUME COUNT INTERSECTION TURNING MOVEMENTS Location P L ASA NT UAL LLE CLARK St. Date 2-124,1166 CLARk STREST Time 7 8 Weather CLOUDY NORTH ARRO# N Surface Condition D — Traffic Control O M -- �' MULTI WAY-S P Method of Count MANUAL Compiled by V's k tu �. 18 16 E3 3 3 9 168 _ Z 29 O 471 z 4 — N do ~ M Total Volume 59 Time Period AM P k. N y a, N CtAQk 5-mos-r- Notes and Com ents TD - 20 - JAMES -P. PUR ELL ASSOCIATES VEHICLE VOLUME COUNT INTERSECTION TURNING MOVEMENTS Location- A 3A L V P. CL Date 2 9-4 186 CLA R1 S-r z EST Time 4: 30 -5: 3� Weather CLoQb i NORTH ARR�'1M Surface Condition D R Traffic Control — LD vo MULTI - A s P --_ Method of Count MANUAL vrn Compiled by lu Q 13 III i71 > 52 z v' Iq l�q 341 Q � a -- Lo Total Volume �3 Time Period P PEA l9 N O K� CAA R K Sort E ET Notes and Cam ents MACHINE COUNT DATA SHEET DAMES P. PORCELL ASSOC. j, INC PROJECTREASLANT 1-� LLS - .� -- LOCATION LSMITA St. FROM 7 P M 2 2 (0 65' COUNTER 1# S C� TO 7 p M 2.)11 18 S of 15 THr. '� of 5 Hir of ' min. Vol. 24 h mina Vol. 24 :hrl. Vol" . 4 hr. in.. Vol. Vol. Vol. ' ol. ol. AM 12- ---- 8: 15 11 37 4.1 1 51 i12 ' 5 ! L:30 10 -3 15 12.3015r' ! E:45 � 4:4 15 12:45 a-oo l . 1_•a� i I ls 5 5-1 1 •30 ; �� 43 1•�0 1 s_. !O C I 45 - . 5 I� J J,). ; 6-. - • J:15 7 6.1 6 2- 15 I di t Q ; 0:3J 3 17 ii_6-3 12 2:30 O 0:45 I 6.4 1 L.4S , .3 00 O ; 1:00 7:0J G 1. 15 3 3:15 f o j 24 � 7.151 12 � i 3.30 O , 1-30 9 7:3 4 ------ _. 1-45 70 3;45 ol 2-00 10 2.pp' 'y 4 15 = 0� ' 3 2- :�� 315 0 - 19 • 3 444 S-4 9:0 5 s:JJ - 1: 15 t9 9:1 2 5:15 '1 -0 "c I4 9 3 �:3 5-30 IL , 5 T:43t I i 4" 6=i� 2:15 i 1J.1 7 6= ''-5 ' 9 2:30 23 i 25 6.3 8 10:3 c7 10:4 5 6:45 ��$ - 3.JO I I 111:0 , . '3: 15 1 43 11:1 1 7.15 25 - Q 7.: 34 25 lco 3:30 • . 11:3 3 3:45! 1 ro 1111:45 OTAL DAILY VOLjJMEI06 SY A.M. PEA H UR: TIME 7 0 - $ :op VOLUME 100 P.M. PEAK HOUR: TIME S• 3 VOLUME S 8 i MACRIkE COUNT DATA SHEET JAMES P. pqRCE.LL ASSOC. , INC.. PROJECT PEA ANT H)LLS-II LOCATION C E s . FROM Cur i Y COUNTER 4 - Q(j -A) TO 7 em2 15 1 Hr. o 5-�------- % f Hr. -% of 15 H of ' m.L Vol. 24 h in.l Vol. 24 h ►yin. I V 1. 4 hr. Y - Vol. -Vol. Vol. - U01. 1 Wol. AM 12:00 1 J �-JJ 3 4•J ) �12 • i j E:15 5 20 "'' �12.30 r 2 ! C. 30 .3 1 E:45 9 2GI 12:45 9:013: 941 4.4 = 1s 6 �• 5.1 20 1:15 :3J �o ; �� 5.3 �0 1•j0 ' • I 45 '-- --��-, i 1-45 ' 0:00 2 6. J�• 0 , ' 2:15 0 0:15 ; ; 0. �I ; ;_6:1 6 3�2 i 6:3a 7 2:30 C 0;4. 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Vol. AMb24 O _ .. -- 'i .I a• 15 i2 �.� , O - C. 30 4 .3 8 r8:45 3 4.4 ac.0 , - O �:15 2 5:1 O �:3J 3 13 5-3 2 10 ' •30 ' O 45 i 1 1.45 ' .0 'io,i ° 3:15 i 6.1 3 — 2:15 I O I 0:3J _ g { 6-30� 4. 2:30 O 1 0:45 6 Q k:45 - j' 0 i:15 7:151 3 3:15 O 1-30 4 II 7`3 Q g 3:30 O %451 7 _ 45 - 2-00 2 i 3 2.0O• 1.J3 00 .15 3 10 4:15 s - 4:30 O 2:45 - 4 4—� _ •. 1:�� 9:0 S:Jo .,O 1: 15 .3 9•:1 0 5: 15 E•1=3J' 2 15 30 .1 3 5-30 .O I T:43 j -45 5_45 I 2:JO' O iJ-00 2 6:o 1 ?:I 5 2 i I1J:1 2 q 3 I 2:30 8 �lfl:3 1 _ 6='0 7 G' 2:1- 3 1 10:45 6`45 .5 3!0 15 111:0 7 •0'' •3:I9 la 11:15 7. 15 ! 3 .33 I 11;3 I �O 7 :30 6 3:45 8 ll:45 17-45 3 T A L DAILY VOLUME_ 4 3-7 (60 i ki A.M. PEAK qo TIME G: 30 -7:3 0 VOLUME 2� P.M. PEAK 0ou : TIME 4:30 - 5: 3 0 VOLUME MACHINE COUNT DATA SHEET JAMES P. PURGE L ASSOC. , INC. PROJECT ( e- N H ILL -U LOCATION SM I 1•I S?". FROM M Q 26 �'TUE) COUNTER ;# A) TO P 7 S . ' % of 15�� Hr. of jj 5 Hr. % f min.l, vol. 24 h min.1 Vol. 24. •hJ. in. I Vol.i ?4 hr Yol- Vol. Vol. Vol. ' ol. Vo AM c 12:J) . 12� 1 � ails 2 13 4., 6 30 II • -30 ' Q:30 i -3 10 I 0:45 5 I 4. $ 4 12:45 . C-U Ip 1:•�� 0 io.15 5 5 1 1:15 0 �Itijor. 30 4 5-3 3 25 � 11-45 ' 0--aaO ac � 6:1 2 10 { I 6-301 2:30 O 1 z:45 _1:0U 1 7:UJ' 1 . -- 3'U0 � � 1:15 • O � 7:151 3:15 O ! 1-3 0 I 3 7:3 O 9 3: .0 O 1.45 3 45 - �. 2-00 7 i g.JO• }:a� O 15 5 •2 a-ls 4:15 i O :' O 2•:30 I Irp .�0 I 6 — •I •O C. 4—== 2:45 _ 4 .- 4:45 9:00 jo 1:15 2 5:15 9:15 5 9 4 1:jot 5 +::3 .2 5- t-5-f 2:J0i 4 10-0J p 6:90 1 1 1 6- S 2:I5 t 13 110:1 • � 4 6 5 w:30 �10:3 2 0 0 ; tg 10:451 . 6:45 '.S 3!J I11:O�—VU 2 3:I9 6 22 '1_l:15 1 4 7: 15 II 3:33 Q. 11:30 I 7.: 3 + I I I ' , , 3.45 3 11.45 i7-4.5 TO rAL DAI-LY VOLUME 43 A.M. PEAK 40 : I TIME �e•�15 - 7' '4 5 VOLUME 21 P.M. PEAK FOU TIME A;SO - 5:3 O VOLUME 3'7 i I i at,` 4 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 ��'►'osoR,co AREA CODE 203/644-2511 j I September 18 , 1985 i Raymond G. LeFol , Esq . 2307 Silas Dealne Highway Rocky Hill , Ct. 06067 Dear Sir : i Re: App . #1088 - J.M.J. Construction Co . Zone Change to DA,-15 - Newfield Manor - Please be advised that the Planning and Zoning Commission voted last night to de y the above application for a zone change from RR to DA-15 on 34 . 10 acres located on the northeast corner of Smith and Clark 'Streets , and the General Plan of Development j for Newfield Manor, consisting of 48 single family and 16 two family dwellings . Yours very truly , PLANNING AND ZONING COMMISSION vg By oliert F. GiYligan , Ch i man I CC: Inland Wetlands Agency/Conservation Commission Water Pollution Control Authority P . DeMall'ie Planning Director i I CERTIFIED MAIL E D RETURN RECEIPT REQUESTED DEFT. I