Loading...
HomeMy WebLinkAboutSpecial Exception/Site Plan of Developme (5) TOWN OF SOUTH WINDSOR, CONNECTICUT PLANNING & ZONING COMMISSION lxrnyz APPLICATION FORM 16 Application No. : � rf, Date Received: -d - y7 APR 22 IM . /Public Hearing by : �4- -,a-7 - y -y Receipt No. � South Mndsor APPLICANT: John C. Chakalos, President of Chakalos Investment; . &-hMRg-*Mfld&Q ADDRESS : 52 Overlook Drive, Windsor, CT 06095 OWNER OF RECORD ON LAND RECORDS Helen Z. Krawski ADDRESS : 178 Foster Street, South Windsor, CT Easterly side of Foster Street, South Windsor, CT COMPLETE LOCATION OF PROPERTY: Portion of property known as Parcel #65 on Assessor's Map Assessor ' s Map # 53 Parcel # 65 Zone Rural Residential # 53 NAME, ADDRESS, & TELEPHONE # OF PERSON TO WHOM INQUIRIES SHOULD BE (860) 652-4020 DIRECTED: Peter Jay Alter, Esquire, P.O. Box 1420, 701 Hebron Ave. , Glastonbury, CT THIS APPLICATION IS FOR: (Check all that apply) : _1 . Zone Change to (Public Hearing required) _2 . Subdivision/Resubdivision a. , Subdivision Minor Major b. _ Resubdivision Minor Major (Public Hearing Required) C . Conditional Approval d. _ Open Space Subdivision (Public Hearing Required) X3 . Special Exception to Article 4.1.8f (Public .Hear .ng,...:.Requred)-._._..`-', X4 . Site Plan of Development . _5 . General Plan of Development _6 . Earth Filling [Sec. 101 and/or Earth Removal [Sec. 91 (Public Hearing Required) _7 . Regulation Amendment: Zoning Subdivision _8 . Amendment to Town Plan of Development 9 . Temporary and Conditional Permit —10 . Other (explain in detail ) : Ap, icant Property w er (See reverse side for additional information) SPEAKERS . � IN NO. NAME & ADDRESS 2. - i��-t= 4. L !S� L / L L is 6� 6-7 G r ets '1 7 .�� �. 8. v Z/ 9. R f 9 C-t I 10. LP11 11. __ R RlcK AJDkC-7GvS 12. 13. 14. ���( l 12 �� '12JZ� T 1L 15 16. 4w 17. 18. 11 � it 1- r r �.-. rll � -��.,ry L•V✓' ��r ��Cr � � r .�- ,q .A.LTER AND SHERWOOD, LLG Q1�il1+1 ATTORNEYS AT LAW 701 HEBRON AVENUE f nAVID F.SHERWOOD P.O. BOX 1420 TELEFIIONE [,. I>ETER.JAYALTER CLASTONBURY.CONNECTICUT 00033-8820 (8QO) (552-4020 .. J. MARIO Di LORETO' TEI.ECOPII H •ALSO ADMITNO IN MA AND NY (840} O g 2-40 2 2 .;: November 7, 1996 South Windsor Planning & Zoning Commission Town of South Windsor 1540 Sullivan Avenue South Windsor, Connecticut 06074 ' a Reference: Request for advice, Chakalos Investments, Inc. #' Assisted Living Facility "1. Gentlemen/Ladies: Zc.� Please be advised that this firm represents Chakalos Investments, Inc. (hereinafter j,.: "Chakalos"), a land development firm with offices in Windsor, Connecticut. Since its inception in 1962, my client has specialized in the development of convalescent home facilities and has constructed facilities in Connecticut, Massachusetts and New Hampshire. In performing extensive market research as part of its ongoing business strategy, and to pursue economically feasible development opportunities, Chakalos has identified the South Windsor area as offering an opportunity to build a progressive facility designed to meet the needs of the area's aging population. t The expense of full service convalescent home care and the tightening regulatory policies toward admission of elderly citizens to full-care facilities has created the need and market for a facility which offers the fundamental services of a convalescent home, avoids providing services not required for residents in basic good health in order to reduce costs, and provides a social and physical environment which honors rather than demeans our older citizens. Such a facility will also offer the services needed by certain handicapped individuals of varying ages who can live relatively independently but may need assistance in certain daily functions. i1 ` ALTER ALNND SHERWOOD' LLC 011601 � South Windsor Planning & Zoning Commission November 7, 1996 Page 3 use will be deemed by the Commission My client seeks confirmation that this proposed to be a convalescent home in accordance with Section 4.1.$.f. '�succh attnt cannot and expense to the proper design, permttting and consttuction of facility ithout the knowledge that it is, in fact, a permitted Special Use under the be undertaken w regulations. While a general overview of the facility is contained in this letter, supporting documentation, verification and additional information will be provided at the meeting • representatives will be present on November 12, 2996. Mr. Cha� raised and� by the Commission. - r company to address specific issues as may i 9 My client recognizes that this determination does not assure approval of the project as may be propo sed. All requirements of the Special Use regulation will be addressed in a subsequent, site specific application. Thank you for your attention and consideration. Yours very truly, ALTER AND SHERWOOD, LLC eter J lter l 4 PJA:ljctn cc: Cbakalos Investments, Inc. 133i" COMPARISON OF CONVALESCENT HOME, ASSISTED LIVING FACILITY, SENIOR/ELDERLY HOUSING ' .yi�l� r J P— f - Full Service Assisted Living Senior/Elderly Convalescent Home Facility Housing State finding of Yes Yes No Certificate of Need State license required Yes Yes No Medical staff on Yes Yes No . premises 1/10 residents 1/30 residents Full service Yes Yes No dining/meals provided - dietician; waitstaff; cooks Full time aides, Yes Yes No housekeeping, personal assistance Planned recreation Yes Yes No Physical therapist on Yes Yes No staff Transportation provided Yes Yes No Physicians on call; Yes Yes No provi"a on-site treatment Supervision of Yes Yes No medication Direct Supervised Administration Self-Administration Board of Quality Yes Yes No Assurance Full medical record Yes Yes No history maintained Common areas for Yes Yes No social, recreational events Full time on-site Yes Yes No director Full privacy including No Yes Yes private bath Home furnishings; self No Yes Yes decorated; carpeted; limited meal preparation ALTER AND SHEI3WOOD, LLC ATTORNEYS AT LAW 701 HEBRON AVENUE DAVID F.SHERWOOD P.O.BOX 1420 TELEPHONE PETER JAY ALTER GLASTONBURY,CONNECTICUT 06033-6620 (8(30) 652-4020 MARIO Di LORETO* TELECOPIER *ALSO ADMITTED INMA AND NY (860) 652-4022 November 7, 1996 South Windsor Planning & Zoning Commission NOV 8 t996 Town of South Windsor 1540 Sullivan Avenue South Windsor South Windsor, Connecticut 06074 Planning & Zoning Commissiop Reference: Request for advice, Chakalos Investments, Inc. Assisted Living Facility Gentlemen/Ladies: Please be advised that this firm represents Chakalos Investments, Inc. (hereinafter "Chakalos"), a land development firm with offices in Windsor, Connecticut. Since its inception in 1962, my client has specialized in the development of convalescent home facilities and has constructed facilities in Connecticut, Massachusetts and New Hampshire. In performing extensive market research as part of its ongoing business strategy, and to pursue economically feasible development opportunities, Chakalos has identified the South Windsor area as offering an opportunity to build a progressive facility designed to meet the needs of the area's aging population. The expense of full service convalescent home care and the tightening regulatory policies toward admission of elderly citizens to full-care facilities has created the need and market for a facility which offers the fundamental services of a convalescent home, avoids providing services not required for residents in basic good health in order to reduce costs, and provides a social and physical environment which honors rather than demeans our older citizens. Such a facility will also offer the services needed by certain handicapped individuals of varying ages who can live relatively independently but may need assistance in certain daily functions. ALTER AND SHERWOOD, LLc South Windsor Planning & Zoning Commission November 7, 1996 Page 2 The facility contemplated would most closely resemble a full service convalescent home. It will be a single building consisting of two stories. The core facilities will include a full service dining hall for residents who choose not to prepare their own meals or who cannot do so. In addition, there will be common recreational rooms for television, games, cards, reading and physical activities. The facility will be staffed on a full time basis by nurses, with staff physicians always on call. Exam rooms, physical therapy areas and private offices for professional consultation will be provided. The average resident will be over the age of 65, although younger residents with needs which the facility can meet will not be excluded. In similar facilities in other communities, the average age of the residents is 80 years. As in a more traditional convalescent home, the facility will provide its own transportation services, its own recreational activities and its own medical services. As this is a for-profit, tax paying facility, no demand for town provided services would be made. As seems to happen with greater and greater frequency, zoning regulations of many communities must be examined in light of the changing needs and expectations of the community. Pursuant to Section 4.1.8.f. of the Town of South Windsor Zoning Regulations, a convalescent home is a Special Use, permitted as a Special Exception, in a Rural Residential Zone. An assisted living facility such as is contemplated by Chakalos, appears to meet the commonly expected criteria of such a facility. Under Connecticut General Statutes, 19a-490 (d), nursing home (convalescent home) is defined as: "An establishment which furnishes, in single or multiple facilities, food and shelter to two or more persons unrelated to the proprietor and, in addition, provides services which meet a need beyond the basic provisions of food, shelter and laundry." In accordance with well-established case law, it is the Commission which must interpret its regulation. It is a basic function of the Commission to determine whether an applicant's proposed use of the property is expressly permitted under the Commission's regulations. Connecticut General Statutes 8-2; WATR. Inc. v. Zoning Bd. of Appeals of Town of Bethany 158 Conn. 196, 200 (1969). a• ALTER AND SHERWOOD, LLc South Windsor Planning & Zoning Commission November 7, 1996 Page 3 My client seeks confirmation that this proposed use will be deemed by the Commission to be a convalescent home in accordance with Section 4.1.8.f. The commitment of time and expense to the proper design, permitting and construction of such a facility cannot be undertaken without the knowledge that it is, in fact, a permitted Special Use under the regulations. While a general overview of the facility is contained in this letter, supporting documentation, verification and additional information will be provided at the meeting on November 12, 1996. Mr. Chakalos and other company representatives will be present to address specific issues as may be raised by the Commission. My client recognizes that this determination does not assure approval of the project as may be proposed. All requirements of the Special Use regulation will be addressed in a subsequent, site specific application. Thank you for your attention and consideration. Yours very truly, ALTER AND SHERWOOD, LLC '6 eter J lter PJA:ljcm cc: Chakalos Investments, Inc. RECEIVED Senior Assisted Living Facility APR 28 1997 Foster Street South Windsor, Connecticut SOUTH WINDSOR PLANNING DEPT. April 15, 1997 Chakalos Investments has selected a gently sloping field with largely wooded perimeters and valley views to construct a senior assisted living facility serving South Windsor and neighboring towns. The thirteen acre site is on the easterly side of Foster Street, some 2,200 feet north of Oakland Road (Route 30). The proposed two-story colonial style building, set back some 850 feet from Foster Street, features roof dormers, architectural columns and brick facade treatments. It will be accessed by a private drive and will be connected to public water& sewer utilities. The senior assisted living facility will contain 84 residences, a library, dining rooms, fitness center, large community activity room, chapel, elevator, and a greenhouse. Applications have recently been submitted to South Windsor's Inland Wetlands Agency, Planning&Zoning Commission and Water Pollution Control Authority. As with other residential communities designed for a senior population , traffic generation will be very low. The Foster Street facility will offer its own private transportation for those residents who choose not to drive. The small pocket of wetlands on the site will not be disturbed by development activity. The project's consulting team includes the Design Forum of West Hartford (architects), Design Professionals of South Windsor (site engineers, planners and surveyors), CR3 of Simsbury (landscape architects) and Bubaris Associates of Woodbridge (traffic engineers). s DESIGN PROFESSIONALS Inc. 165 South Satellite Road South Windsor, Connecticut 06074 Hydrologic Study Rita's Commons Senior Assisted Living Facility Foster Street South Windsor, Connecticut �17, APR 22 19 i South Windso- Planning & Zoning April 22, 1997 Detention & Sedimentation Basin Analysis V-Aft)A6�a A-oLk , /G.&lp Ac- _ ljo a`pe 7,1,Al AC_ /`f oCTg ai _77e>a PW-r�l 0: PX2GUL A ore-r4 ©r --.. __.. . ._ _ __ � a� � @ to f �l�F • .' e'�f= �o � T _ 1 i I{I ; i it „t ,,....4 e I . f I �I j I' iI -DE,TrENTyb i i (!w r' w AG. �' q,6 f`� ~v>pw, AG, S'f y{I { C �P-v s- 2 I I E I _ !L I' I' { 1► E.� 1 - - i I _ I M+ tZ tf a a1 jr. i _ I I � - I i :i .Hydrograph Summary Report Page 1 Hyd. Hydrograph Peak Time Time to Volume Return Inflow Maximum Maximum Hydrograph No. type flow interval peak period hyd(s) elevation storage description (origin) (cfs) (min) (min) (acft) (yrs) (ft) (cult) 1 SCS Runoff 2.9 1 740 0.48 2 ---- ------ ------ Existing Condi 2 SCS Runoff 12.2 1 726 1.00 2 ---- ------ ------ Proposed Deten 3 Reservoir 2.3 1 761 1.00 2 2 252.86 12737 Detention Basi 4 SCS Runoff 0.2 1 728 0.03 2 ---- ------ ------ Proposed Deten 5 Combine 2.4 1 760 1.03 2 3+4 ------ ------ Total Proposed 9 SCS Runoff 0.6 1 736 0.09 2 ---- ------ ------ Existing Foste 10 SCS Runoff 1.0 1 731 0.12 2 ---- ------ ------ Proposed Foste 11 Reservoir 0.9 1 737 0.12 2 10 248.90 211 Sedimentation Proj. file: 96970.GPW OF file: New.OF Run date: 04-22-1997 Hydrograph Summary Report Page 1 Hyd. Hydrograph Peak Time Time to Volume Return Inflow Maximum Maximum Hydrograph No. type flow interval peak period hyd(s)• elevation storage description (origin) (cfs) (min) (min) (acft) (yrs) (ft) (cuft) 1 SCS Runoff 13.1 1 733 1.42 10 ---- ------ ------ Existing Condi 2 SCS Runoff 31.3 1 725 2.28 10 ---- ----- ------ Proposed Deten 3 Reservoir 12.7 1 741 2.27 10 2 254.02 25528 Detention Basi 4 SCS Runoff 1.1 1 726 0,09 10 ---- ------ ------ Proposed Deten 5 Combine 13.2 1 741 2.36 10 3+4 ------ ------ Total Proposed 9 SCS Runoff 2.6 1 731 0.26 10 ---- ------ ------ Existing Foste 10 SCS Runoff 3.3 1 729 0.31 10 ---- ------ ------ Proposed Foste 11 Reservoir 2.2 1 739 0.31 10 10 249.74 1364 Sedimentation Proj. file: 96970.GPW OF file: New.lDF Run date: 04-22-1997 Hydrograph Summary Report Page 1 Hyd. Hydrograph Peak Time Time to Volume Return Inflow Maximum Maximum Hydrograph No. type flow interval peak period hyd(s) elevation storage description (origin) (cfs) (min) (min) (acft) (yrs) (ft) (cuft) 1 SCS Runoff 20.4 1 732 2.04 25 ---- ------ ------ Existing Condi 2 SCS Runoff 42.8 1 725 3.06 25 ---- ------ ------ Proposed Deten 3 Reservoir 18.6 1 739 3.04 25 2 254.46 33211 Detention Basi 4 SCS Runoff 1.6 1 725 0.13 25 ---- ------ ------ Proposed Deten 5 Combine 19.4 1 738 3.17 25 3+4 ------ ------ Total Proposed 9 SCS Runoff 3.9 1 730 0.37 25 ---- ------ ------ Existing Foste 10 SCS Runoff 4.9 1 729 0.43 25 ---- ------ ------ Proposed Foste 11 Reservoir 2.9 1 740 0.43 25 10 250.11 2321 Sedimentation Proj, file: 96970.GPW OF file: New.IDF Run date: 04,-22-1997 - Hydrograph Summary Report Page 1 Hyd. Hydrograph Peak Time Time to Volume Return Inflow Maximum Maximum Hydrograph No, type now interval peak period hyd(s) elevation storage description (origin) (cfs) (min) (min) (acft) (yrs) (ft) (cuft) 1 SCS Runoff 27.3 1 731 2.65 50 ---- ------ ------ Existing Condi 2 SCS Runoff 53.4 1 725 3.79 50 ---- ------ ------ Proposed Deten 3 Reservoir 24.5 1 736 3.76 50 2 254.87 40235 Detention Basi 4 SCS Runoff 2.2 1 725 0.16 50 ---- ------ ------ Proposed Deten 5 Combine 25.6 1 736 3.92 50 3+4 ------ ------ Total Proposed 9 SCS Runoff 5.2 1 730 0.47 50 ---- ------ ------ Existing Foste 10 SCS Runoff 6.3 1 729 0.54 50 ---- ------ ------ Proposed Foste 11 Reservoir 3.3 1 742 0.54 50 10 250.38 3511 Sedimentation Proj. file: 96970.GPW OF file: New.OF Run date: 04-22-1997 Hydrograph Summary Report Page 1 Hyd. Hydrograph Peak Time Time to Volume Return Inflow Maximum Maximum Hydrograph No. type flow interval peak period hyd(s) elevation storage description (origin) (cfs) (min) (min) (acft) (yrs) (ft) (cuft) 1 SCS Runoff 34.8 1 731 3.29 100 ---- ------ ------ Existing Condi 2 SCS Runoff 64.3 1 725 4.55 100 ---- ------ ------ Proposed Deten 3 Reservoir 31.0 1 734 4.50 100 2 255.28 47218 Detention Basi 4 SCS Runoff 2.8 1 725 0.20 100 ---- ------ ------ Proposed Deten 5 Combine 32.5 1 734 4.70 100 3+4 ------ ------ Total Proposed 9 SCS Runoff 6.6 1 730 0.59 100 ---- ------ ------ Existing Foste 10 SCS Runoff 7.8 1 728 0.66 100 ---- ------ ------ Proposed Foste 11 Reservoir 3.8 1 744 0.66 100 10 250.68 4903 Sedimentation Proj. file: 96970.GPW IDF file: New.IDF Run date: 04-,22-1997 Gutter Flow Analysis PROJECT ' ' GUTTER FLOW ANALYSIS Sheet_,of LOCATION_ Eat, 5, ww�<,z civil engineers planners surveyors eSign DESIGN STORM IC DATE 4 16 a-7 rofessionais, Inc. (203) 291-8755 DESIGED BY___,L_V CHECKED BY south wlndsor, ct. 06074 ulsog yo}pO ko 6u10`dU3 ® Qo o � om co O ,U dr }eiUI — 6u ssad�( trn ! 0V e l o I o l `� off' I l i l l l l l ! o o I l o------------ ( 's �•O }alul 6ulssodr(g t ! c► I I ° N 1 1 ( I c!1 �° mOIA }o LI}P!M 4 d! rUi uj m �a n o mold Jo u 'n 0, 0, a o / i edolS esOJO l o 6 0 6 o g �� �` ( N �: as}}n0 }o 0 1 0 o o I t ( I Q o i 4 0 \n 9pp.i0 40 I ° o ( Jt I 10 a ' h }elui}•o}(bold O' n 0 d 0 0\ .� (I) D}uspe}ul r3 N r' rJ r\ r1 � ;J � r! �} � � O � � N �► d c� � c�1 � � 11 ; lN 00 � U) ' �Q J `� 1(1 �(� .4 In ,D �b � Idol — a� �n �1s- Q b ~ r o O t� c�1 M a a 0 0p O~ m Y c' r� O c0 ,�j to 9pda0 do (0 � � � 6UlssadAe Ob p i - 1 t i 1 t l l o l l i 1 a l l o l l t o l P b9ay }elul do o \11 - \n ON t0 (� fj v c() ^ cc> o. �y fV U1 co r y 4- 4 — 1{� t - T_ cal �q (� �1 1 1 ) Ob` — O c`' O �► �1 U — — O I'o O O Q v� m <t ci (0) }Ua10111900 n pp jj o u n N b\ © 01 s9JOV UI (y) aa.ty "� �1t �an � � � cJ � n � o kn eU1I Vl \1 0\ to %()p \11 \}elui O} 3 1� '7 J `,' a to r m r, = c 1 c�1 a Ul r ,ts c� O a y iti c.� }9)U( v PROJECT 5og %-97o GUTTER FLOW ANALYSIS Sheet_.of LOCATION � � s / 5 cy;vnso�Z civil engineers planners surveyors DESIGN STORM_ DATE 16 -1 rofessionals, Inc. (203) 291-8755 DESIGED BY— SAP CHECKED BY south Windsor, at. 06074 ulsDI3 yo}DO 6ul,a}u3 co chi o 0V Is 6ulsau saCVE] U) Od •s•�•� }alul — — 6ulssD VE) d �'? tq 0 1 molj a a o MolZI }o LAPIM (•}j) aa}}nO }D cr- ir ^^old }o u}dap 'Id/'13 rn KI m shy adolS ssoaO o o ! ( a " ! o n 10 ja}}nO }o o t� o `�� a �► s } o (b) Cn }elul O} MOIj r• (1 rp <i 400 (1) AlIsua}ul N I10JulD2l 00 T13 7�_ ' ID}oj r` N t, — }alai — — — apDaO do 10 6ul88adAg Ob daay IeNI 10 m — �t� r9 �• o �. Ob `n � ® � a Q (0) }ualolllaoO d. r► � }jouna c: � c � r ® 4 U ® 4 seaoy u! _ r� 43 (y) Daad "� �' C) V) o owil .oN .Q.O 1�t1's 'S'0/1,1011oIS � }aiul rj Culvert Analysis r PROJECT Sots _9G 970 -- `�'[Ot;1J1 SEVVEi, I)I .IGE.I LOCATION Fps-r e Y/ w:u� o civil -t:ir-,r. sur"yx�_ aIclrl ` ULSIGN STORPr9}�__ rof-;ri s. DESIGED BY- a�'.'_ .—("HECKED 13Y souMt rt;ut^nr, ct, ow74 - anj4n u. to - - - - - _!Ln I. 4 a n o a o 0 1 odld Lt1 ppaH ;tTloQdna n�ol__I �� tt3 .D i wnV.JjXDVj � � �i- - ( coci M aimo� 0 0 A11001en N tP M I r r- - afinaanVOQ acl;)IS iCl p D 0 ` U I0 o p p ( O n o Q Oi0 t mild do 1416ua 1 r' I\D 0\ N t•)I a r 0 .n <F •D p } - c� N ON I LJ d ad;tJ puu I n o o f by a- d a a is Q aziS wild m i J v �j J�. U l v V u.re�}sAs ul Mo(_I 0 o � �I t!1 � �° � _ d � 0 ;C}1st.l9}ul r rJ N N ► `° llodt.ala� •D iP w t�j . 'n LUG)'--AS Ul o N - - a} �^ �n rn r- r- - to I OV }o wn `° o ;o t0 o ,r d s r- S - Q � o � o N M M ei- � �D ulsDO (} c a0 .ry d j i J 6u1.)9}u3 t.l? 0 m d- � � CA (-Ulu)) Owrl � � c/1 �t � O mp O J [;a}r�inwnao� �n �0 1f1 in N .o .o Q` aC k t ulwf � tS j- t!} Vs d• CO ,D M edict iil auil� c N< - �n o ( q N �D �; 0 0 . 0 t }n i u l o} a w1.1 \f) M) 10 111 %.D `1 h %h V1 N rn V) m lA kD •N•D o} •g•D Q I)IS 01 'DIS 't )' t` t r If -P }i -a * * V N rl�u16;�r ©c91 u v v v� v v v et}bi v' tui �_ p- o-' rL; n. �--:' n- tl- `•'�- a- A- I'l i OJECT 9.7o S101-11A `REV EFL Dl --,IGN _____of Civil ("mir"Tr 111witirl! P.O.,;) 2.91-41755 o.f-�-!;iono Is. IF)v Ff-SIGN sww�--i. A DESIGED BY— -1)? CHECKED BY Sn'11-11 ',-Iffldnor, ct, 003074 GnIM U, to \4� U — v — —o00 0pG 0 o Q 0 0 0o Pdld Of pawl-I 6\ \0! 0) 0 Allot)dDC) MOJ.J 41) vo r- .o tA r: 'D r- wnu.jlxDVq Ui m tr i cf c6 r 'z4 m CS-d-1) A110019A ! O ,�I -® -- —- 915DJOAV 6 U\* 0 ON i m 0, 0► 9((C*JS 0 0 0 p =1 0 0 o ID C1j) 0 10 416ue-I — 0 r I 0" \,D 9 CVJ PUD (3) (N- Q -Q j Z\oj aziS wild NO �0- 4 It- uj-)IsAr,, ul mol_-1 cO \D U) r7 i —, L6 v 0) Alys-1-19jul I-- j 0 0 3 31 a 0 rj to 0 0r, 6 'A ID 11) 6 4 ro 0 4 6\ jv 40 wils 0 - \0 0 r- 6N -A- O C) r bul-"IU3 L 0 1 6'T !� Ci v (-UJW) OWI-L 4 - I j) t�Ul 0\ F.-IDInt-utloo,V + v) C; 6 Culw) V) ,?did L11 PLUJ 0 4 \o (-ulw) }-Jul 01 awl-L cv in V) \A ki) 11) V) m to j M 01 jo p It 111S 01 & T- j -?Wf, S ocil'i \j �J- o ,it, 4 f Line -Segment (A (_4 W (Station to Station) f I I f I I I m Time to Inlet (mina I w Time in Pipe (min.) .p Accumulated..Time QJ Q) c), Al Entering Catch Basin 1 s Ja) Sum of Al in System (A ­4 Rainfall lntenqityclrL/h.) IN 03 IQ in System (c.f.s.) Lo Pipe Size B Type tp to Cb n, tJ QN t> N Length of Pipe (ft) N o ® O o p = Slope (ft./ft.) N N 0N Z r") Average Velocity(tp.sa N N LQ Full Capacity (c-ts) Headwater (f Q (>0 -ON PgqS -djU(j :Aq po�ooqo 9 1 no 8 umoj_ I : . - b 7/ l 7 _ Aq POUU, TWU " NDIS30 V431SAS HnM29 NHM k-r 3os.t I� r i r r' __l� �— GPcTG'c� �J+�in) �ZA;reHCc.�• f� ' , '� wE - ZIP ��� � - ...... �, � '7�D • F •-� ?O/I 19T 9 •1"f. d � t� '.��T yt4 S f %_ / ALTER AND SHERWOOD, LLC ATTORNEYS AT LAW r 701 HEBRON AVENUE C(D U DAVID F.SHERWOOD P.O. BOX 1420 TELEPHONE PETER JAY ALTER GLASTONBURY,CONNECTICUT 06033-6620 (860) (352-4020 MARIO Di LORETO* ELECOPIER ALSO ADMITTED IN MA AND NY beo& , , W2-ef L i D CERTIFIED MAIL-RETURN RECEIPT REQUESTED APR 28 1997 April 22, 1997 Ladies/ Gentlemen: =UMBSOR PURNMI DEPL This is to advise you that this firm represents Chakalos Investments, Inc. and Mr. John Chakalos, the applicant and developer of a substantial portion of the property located northerly of the Krawski home on Foster Street, shown as a portion of Parcel 65 on Plan 53. This letter will advise you that a Wetlands Application has been filed with the Town of South Windsor and that an Application for site development and site approval has been filed with the Planning and Zoning Commission. Please consider this letter as notification as required by the Inland/Wetlands Commission of all abutters of the property. No activity will occur in the wetlands or the wetlands buffer. While the proposed use is permitted in the Rural Residence Zone, because is it not a typical residential subdivision, members of the Planning and Zoning Commission suggested that we provide the abutters with advance information concerning the project. We are enclosing a narrative description of the proposed project, a landscape plan for the site, engineering site plan, the building elevation and cross-section elevation. The applicant is providing this information to assist you in understanding the proposal. If you have any questions, please feel free to contact me at (860) 652-4020 or Peter DeMallie of Design Professionals at (860) 291-8755. Very truly yours, ALTER AND SHERWOOD, LLC Peter Jay Alter Attorney for Applicant cf/Enclosures cc: Marcia Banach, Director of Planning Jeffrey Folger, Zoning/Inland Wetlands Enforcement Officer Russell G. Levack, Chairman - Planning and Zoning Conunission Phyllis Mann, Secretary to Commission I j' ;r Lill ILA 490 . , f ^_ Gi 1 ii i i; 1 �1 yy i Olt lk -Xv xoz Yls- /1,7 ' &ir4�5 df ; ull t / f . tom ,.. r, ''i.f MEMORANDUM W TO: Marcia A. Banach, Director of Planning FROM: Jerry C. Iazzetta, Town Engineer DATE: May 9, 1997 RE: RITA' S COMMONS - 97-28P We have reviewed the drawings dated April 15, 1997 and the Hydrologic Study dated April 22, 1997 for the proposed Rita ' s Commons Site Plan and have the following comments : 1 . This seems to be a major traffic generator - has a traffic study been requested? 2 . Foster Street is about 22 ' wide at the entrance to this proposed facility. The roadway should be widened to provide for turning movements into this facility. 3 . Is this a subdivision of N/F Krawski .property? 4 . Street line is indicated as "assumed" . This street line should be established, monuments placed and coordinated, and area deeded to Town. 5 . No checklist has been received. 6 . Sheet 6 a. Sight line for entrance way should be indicated. b. Have test pits been taken to determine if groundwater is high in this area - especially in detention basin where there is a 10 foot cut? C. Gravel access road should be labeled. d. PCB #37 should be a drop catchbasin to reduce the velocity of the water exiting the basin. e. Will sidewalk be required for this facility from building to Foster Street? f. WPCA approval will be required. JCl/j sv JU97/MABMEMOS/ritasway r 12 :;♦ -.. _�-�_: �--ram.. ....- .. __-•;.. ... .... .. ......._a-...... �.. ._..,._._. ,.__......_._�.__"-._ __ ..___..-...... _.... _....... _ _....._ .. ...- _.._ 05/15;+199 7 16: 12 8 6065��12217 CR3 II lC PA13E 01/01 C1 �0__ - INC. LAND PLANNERS LANDSCAPE ARCHITECTS MEMORANDUM TO: Town of South Windsor Architectural Design Review Committee FROM: CR3 - Henry W. Withers RE; Rita's Commons - Foster Street DATE: May 15, 1997 Per our previous discussion, the following plantings will be added to the plan to reforest the water service R.0,W., buffer the neighbors adjacent to the building mass, and screen the utilities. Sym. fltY Botanical Name Size AH1 2 Abies baisamea 8' ht. AC 1 2 Abies concolor 8' ht. AC2 1 Abies concolor 6' ht. AF2 1 Abies frasieri 6' ht. AR 2 Acer rubrurn 2 1/2-3' cal AS 3 Acer sacchrum 2 1/2-3' cal CC 2 Cercis canadensis 6' hi. CF 3 Cornus florida 6' ht. CK 2 Cornus kousa 6' ht. E 13 Euonymus elatus 24" ht. IV 12 Ilex verticillata 18" ht. K 9 Kalmia latifolia 24" ht. M 13 Myrica pennsylvanica 1 pal. PSI 1 Pinus strobus 8" ht. R 33 Rh©do. Catawbiense 24" ht. HWW/jgh E:Tro}ed F11e9Vbmemo.vvgd — -- #,bf Post-its Fax Nate 7671 dace j R�,gs�► To ._ -- Fit Co.Mopt. f Phan9# Phone IT 571 HQPMFAD()W STREET SIMSBURY, r^)hINFCTICUT 06070-2416 (860) 658 19$8 FAX (840) 65$ 1417 • ■ JEFFREY A.GEBRIAN, A5LA ■ GARY R.HATH ■ HENRY W.WITHERS,ASLA ■ ' e o 270 Amity Road Q U Q Q \ I PLANNING Woodbridge,Connecticut 06525 7 W L�-�1 Lr [F 0 0 \�F E N G I N E E R I N G Telephone: 203 397-3600 OC�Q4[ES \ /AND DESIGN p ( ) Telecopier: (203)397-3642 May 19, 1997 ' Ms. Marcia Banach Director of Planning Town of South Windsor ' 1540 Sullivan Avenue South Windsor, CT 06074 ' RE: SITE TRAFFIC EVALUATION STUDY RITA'S COMMONS SENIOR ASSISTED LIVING FACILITY ' FOSTER STREET SOUTH OF ORCHARD HILL DRIVE SOUTH WINDSOR, CONNECTICUT ' Dear Ms. Banach: Reference is made to the proposal to construct a two-story assisted living facility on the parcel of land located on the east side of Foster Street, with a drive serving the site intersecting Foster Street about 575 feet south of Orchard Hill ' Drive and about 2,200 feet north of Oakland Road (Route 30), in the Town of South Windsor, Connecticut. ' The facility will consist of about 84,096 square feet of building area with 84 units that will contain 98 beds, and will provide assisted care for senior citizens averaging 80 years in age with amenities such as supervision, housekeeping, ' and medical care, with a nurse on duty and a doctor on call at all times. The building will be located about 850 feet from Foster Street at the eastern end of the parcel with parking for 90 vehicles to the east of the building. The site will be served by a two-way drive which will intersect Foster Street at the western end of the parcel. ' Based on our client's experience with similar facilities, the following numbers of employees and visitors are expected to visit this site on a daily basis: SHIFT HOURS EMPLOYEES VISITORS 1 7 AM TO 3 PM 24 5 ' 2 3 PM TO 11 PM 5 20 3 11 PMT07AM 1 0 TOTALS: 30 25 ' As would be expected with this type of facility, site-generated traffic volumes will be extremely low. 2 ' Refer to Exhibit 1 of the Appendix which locates this site with respect to the surrounding roadway network. ' Refer to Exhibit 2 of the Appendix which provides a site plan of this facility. ' INTRODUCTION Reference is made to the January 8, 1997 traffic study that we recently prepared 1 for the Deming Hill Estates subdivision on Deming Street, west of Slater Street, located to the south of the subject location. That traffic study evaluated the impact of the full potential for that development consisting of about 97 single ' family units, although only 34 units were proposed and approved at the time. That traffic study also evaluated the impact of the approved but not yet built ' Pond Estates, consisting of 20 single family units, also to be located on Deming Street between Deming Hill Estates and Slater Street. ' In addition, reference is made to the February 14, 1997 traffic study that was recently prepared by another consultant for the proposed renovation and ' expansion of Timothy Edwards Middle School located to the north of the subject site with access to Foster Street via a drive opposite Rainbow Terrace. Refer to Exhibit 1 of the Appendix which locates all of the foregoing ' - developments, as well as the subject development, with respect to the surrounding roadway network. ' Although the subject assisted care facility is expected to be open by mid-1998, for purposes of the subject traffic study, we opted to evaluate existing 1997 traffic operations in this area with none of the foregoing developments in place, and future operations to the year 2003 when full development of Deming Hill Estates and Pond Estates, and expansion of Timothy Edwards School are all ' expected to be completed. Furthermore, since the subject facility is expected to be a very low traffic ' generator, we chose to evaluate typical weekday morning and evening commuter peak periods at the three intersections to be most directly impacted by this development, which include: 1. Oakland Road (Route 30) at Foster Street/Slater Street 2. Foster Street at the proposed Rita's Commons site drive 3. Foster Street at Orchard Hill Drive 3 ' BACKGROUND TRAFFIC Refer to Exhibits 3 and 4 of the Appendix which graphically summarize the existing 1997 AM and PM peak hour volumes for this study area. These summaries do not include future volumes associated with Deming Hill Estates, ' Pond Estates, or the expansion of Timothy Edwards Middle School. Refer to Exhibits 5 and 6 of the Appendix which graphically summarize the ' background 2003 AM and PM peak hour volumes for this study area derived by expanding the volumes in Exhibits 3 and 4 by a factor of 1.18, or 3 percent per year for each of six years. Again, these summaries do not include future volumes associated with Deming Hill Estates, Pond Estates, or the expansion of Timothy Edwards Middle School. iRefer to Exhibits 7 and 8 of the Appendix which graphically summarize the AM and PM peak hour volumes associated with Pond Estates and the proposed ' expansion of Timothy Edwards Middle School, as well as full development of Deming Hill Estates although only one-third of the full potential of this development has been proposed and approved at this time. The background peak hour volumes shown in Exhibits 5 and 6 of the Appendix, as well as the future site-generated peak hour volumes for other developments ' shown in Exhibits 7 and 8 of the Appendix, will be combined with the subject development's peak hour volumes later in this study to represent future 2003 peak hour volumes for this study area. SITE-GENERATED TRAFFIC ' From our general knowledge of this study area and our review of the traffic characteristics of assisted care facilities similar to the subject development, it is estimated that site-generated traffic traveling to and from proposed Rita's Commons will be distributed on the surrounding roadway network as follows: TABLE A ' ESTIMATED SITE-GENERATED TRAFFIC DISTRIBUTIONS To And From The North Via Foster Street 15 Percent ' To And From The West Via Route 30 15 Percent To And From The East Via Route 30 70 Percent ' To And From The South Via Slater Street Negligible ' 4 ' Refer to Exhibits 9 and 10 of the Appendix which graphically depict the likely orientation of inbound and outbound site-generated traffic traveling to and from ' the proposed facility based on the foregoing table. For the purpose of estimating the site-generated traffic potential of the proposed ' assisted care facility, utilization was made of the data that has been compiled for this purpose from many existing developments throughout the United States, by land use, as summarized in Trip Generation Report, by the Institute of Transportation Engineers (ITE), fifth edition, 1991. In the case of assisted care facilities similar to the one proposed for this site, the site-generated traffic (i.e., "trip") potential can be estimated utilizing either the floor area or the number of beds as a basis. A`strip" is defined as a one-way vehicular movement traveling either to or from a development. ' Refer to Exhibits 11A and 11B in the Appendix which summarizes the trip generation estimates that were made for this facility based on: a) the number of beds, which is a total of 98, and b) the total building area, which is 84,096 ' square feet. The results of the calculations are summarized below: TABLE B ESTIMATED SITE-GENERATED TRAFFIC VOLUMES BASED ON BEDS BASED ON AREA (98) (84,096 SF) AM PEAK HOUR ' INBOUND 13 21 OUTBOUND 8 13 TOTAL 21 34 ' PM PEAK HOUR INBOUND 9 18 OUTBOUND 15 28 ' TOTAL 24 46 ' A review of Table B indicates that an estimate based on floor area yields higher values than one based on the number of beds, although either basis yields low traffic generation potential for the proposed facility. For the sake of erring on the high side, we opted to utilize the higher estimates based on floor area. 5 Refer to Exhibits 12 and 13 in the Appendix which graphically summarize the estimated site-generated AM and PM peak hour volumes for the proposed facility. These were derived by multiplying the appropriate inbound and outbound distributions shown in Exhibits 9 and 10 by the higher site-generated ' volume estimates from Table B. Finally, refer to Exhibits 14 and 15 of the Appendix which graphically summarize the combined 2003 AM and PM peak hour volumes that can be expected in the study area with Pond Estates,the expansion of Timothy Edwards Middle School, full development of Deming Hill Estates, and the proposed Rita's Commons ' assisted care facility, all in place. These were derived by combining the background 2003 peak hour volumes shown in Exhibits 5 and 6, with the respective site-generated peak hour volumes shown in Exhibits 7 and 8 for ' "other" developments, and in Exhibits 12 and 13 for the subject development. EVALUATION Intersection capacity analyses were performed for the three (3) study intersections utilizing the methodology described in the latest edition of Highway Capacity Manual, Special Report 209, Transportation Research Board, 1985, updated to 1995. Application of this methodology was facilitated by use of Highway Capacity Software, developed by the Federal Highway Administration, 1988, updated to 1996. Capacity analyses are utilized to determine a Level of Service (LOS) for a given intersection operating under either signalized or ' unsignalized control. These three study intersections include: ' 1. Oakland Road (Route 30) at Foster Street/Slater Street (signalized) 2. Foster Street at the proposed Rita's Commons site drive (unsignalized) 3. Foster Street at Orchard Hill Drive (unsignalized) In the case of signalized intersections similar to the Route 30 intersection, Level ' of Service (LOS) is based on the estimated stopped delay of approaching vehicles, wherein LOS A means virtually no delay, LOS C means average delay, and LOS F means over-saturation with very long delays. Additionally, a volume- to-capacity ratio (i.e., v/c) is computed for each signalized intersection. As the v/c ratio approaches a value of 1, the intersection nears its practical capacity. ' 6 ' Furthermore, as the v/c ratio becomes greater than 1, some approaching vehicles are unable to proceed through the intersection within one signal cycle ' and must wait for the next cycle to proceed. Refer to Exhibit 16A of the Appendix which provides details on the definitions of Levels of Service for signalized intersections. ' In the case of unsignalized intersections, Level of Service (LOS) is based on the average total delay for each vehicle on the approach or for the movement ' evaluated, and includes the delay associated in moving from the end to the beginning of the queue, as well as the delay in entering or crossing the competing traffic stream. For unsignalized intersections, all approaching movements from the minor street and only the left-turn movements from the major street are evaluated. A LOS is computed for each movement, as well as an average delay per vehicle for the entire intersection. LOS A means virtually ' no delay, LOS C means average delay, and LOS F means extreme delay which usually cannot be avoided when a minor street, even if a low traffic generator, intersects a relatively heavily traveled major street. Refer to Exhibit 16B in the Appendix which provides details on the definitions of Levels of Service for unsignalized intersections. The results of the capacity analyses, which compare existing 1997 conditions with future combined 2003 conditions, are summarized in Table C on the next ' page. The computer-generated worksheets for these capacity analyses are included as ' Exhibits 17 through 19 in the Appendix. The results of the capacity analyses show that the levels of service of the three intersections to be most directly impacted by the proposed Rita's Commons facility will not change even though the 1997 analyses exclude any of the pending or approved developments for this area, while the 2003 analyses include these developments and an 18 percent increase in background volumes. Furthermore the levels of service will remain at very good (i.e., LOS A) to good (i.e., LOS C) levels depending on the intersection, approach, or movement in ' question. ' 7 1 TABLE C SUMMARY OF CAPACITY ANALYSES ' LEVELS OF SERVICE RITA'S COMMONS STUDY AREA ' 1998 EXISTING 2003 COMBINED AM PEAK PM PEAK AM PEAK PM PEAK ROUTE 30 AT FOSTER STREET/SLATER STREET EASTBOUND B g B B WESTBOUND B B B B ' NORTHBOUND C C C C SOUTHBOUND C C C C -OVERALL- - B - _ g - _ B _ FOSTER STREET AT PROPOSED SITE DRIVE ' SB LEFT = -- A A WB APPROACH __ B B FOSTER STREET AT ORCHARD HILL DRIVE W B APPROACH A B g B ' SB LEFT A A A A ' SIGHT LINE ANALYSIS The location of the site drive serving this development was selected to optimize ' sight distances in both directions, and in fact, required that the site drive be shifted to the south of where it was originally intended to overcome a sight line restriction to the south that would have otherwise resulted. Given the proposed site drive location as shown in the site plan from Exhibit 2 of ' the Appendix„ sight lines were evaluated utilizing the guidelines set forth for this purpose by the Connecticut Department of Transportation. These guidelines recommend that sight lines be measured in each direction from a site drive or ' side-street approach, at a point from 10 to 20 feet back of the near-side edge of travel way of the intersecting street, at a viewing height of 3.5 feet above the site drive or side-street grade, to an object height at 3.5 feet above the intersecting grade, as follows: ' 8 ' TABLE D AVAILABLE SIGHT LINES ' PROPOSED SITE DRIVE APPROACH DIRECTION DISTANCE MINIMUM SPEED Northbound 806 Feet 59 MPH Southbound 575 Feet 50 MPH ' These sight line distances were measured from 10 feet back, c , where e e travel speeds on Foster Street are estimated to be 45 miles per hour northbound and ' 35 miles per hour southbound. Therefore, available sight line distances are satisfactory. ' ACCIDENT EXPERIENCE A review made of the most recent reported accident experience for Foster Street ' in the vicinity of the proposed site drive, as compiled by the Connecticut Department of Transportation, indicated only one accident for Foster Street ' between Route 30 and Orchard Hill Drive, for the 3-year period which includes 1992, 1993 and 1994, and that involved a rear-end accident. ' Therefore, this accident experience does not show a recurring pattern that needs to be corrected, nor a problem that may be exacerbated by the proposed development. ' OFF-SITE IMPROVEMENTS ' Reference is made to Town Engineer Jerry lazzetta's memorandum to you, dated May 9, 1997 indicating that the subject project appears to be a major ' traffic generator, and that Foster Street, which is about 22 feet wide at the entrance to the proposed facility, should be widened to accommodate turning movements. ' With respect to the first point, a review of the estimated site-generated volumes for this facility as summarized in Table B shows that this project will actually be a ' very low generator of traffic, in spite of its size. As indicated in the description of the "nursing home" category from ITE's Trip Generation Report (i.e., the source from which trip generation are typically derived): 9 ' "A nursing home, for trip generation purposes, is any facility whose primary function is to care for persons who are unable to care for ' themselves. Thus, the term applies to rest homes (which are primarily for the aged) and chronic care and convalescent homes. This type of facility is characterized by residents who do little or no driving. Traffic is primarily ' generated by employees, visitors, and deliveries." With respect to the second point, a review of combined peak hour traffic volumes shown in Exhibits 14 and 15 of the Appendix, demonstrates that turning movements into the site would be relatively light compared to the total approach traffic at the proposed site drive intersection. Although it would certainly be a nice feature to have a widened Foster Street pavement in this area to accommodate turn lanes into the site, we respectfully submit that we do not find ' the relatively low background and low site-generated traffic volumes to warrant such a treatment or expense. ' CONCLUSIONS It is the professional opinion of Bubaris Traffic Associates that the proposed ' assisted living facility, to be located on the east side of Foster Street south of Orchard Hill Drive, will not adversely impact traffic operations on the surrounding roadway network. ' The facility, consisting of 84,096 square feet of building area with 98 beds, will be a relatively low traffic generator, producing only about 34 trips during the AM ' peak and about 46 trips during the PM peak. Capacity analyses demonstrate that the project will have a negligible impact on athe traffic operations that would otherwise exist on the surrounding roadway network. ' Available sight lines are satisfactory from the proposed site drive location. The accident experience for this study area does not reveal a recurring pattern requiring correction, nor a condition that may become exacerbated by the introduction of site-generated traffic traveling to and from the site. Very truly yours, J*A%o�4 James G. Bubaris, P.E. No 9203 Principal gyro �. Bubaris Traffic Associates ' R1 A%� � �'cacta ' 10 cc: Mr. John C. Chakalos ' Chakalos Investments, Inc. 52 Overlook Drive Windsor, CT 06095 Mr. Peter DeMallie Design Professionals, Inc. 165 South Satellite Road ' South Windsor, CT 06074 ' Mr. Peter J. Alter Attorney at Law 155 Sycamore Street ' P.O. Box 1371 Glastonbury, CT 06033 r r Z W a. a a � i � � � � � � � � � � i � � � � � � ' SITE TRAFFIC EVALUATION STUDY ' RITA'S COMMONS SENIOR ASSISTED LIVING FACILITY FOSTER STREET SOUTH OF ORCHARD HILL DRIVE SOUTH WINDSOR, CONNECTICUT APPENDIX ' TABLE OF CONTENTS Exhibit 1 - Location Map Exhibit 2 - Site Plan ' - Volumes Exhibit 3 Existing 1997 AM Peak Hour Without Deming Hill Estates and Pond Estates Without Timothy Edwards Middle School Expansion ' Exhibit 4 - Existing 1997 PM Peak Hour Volumes Without Deming Hill Estates and Pond Estates Without Timothy Edwards Middle School Expansion Exhibit 5 - Background 2003 AM Peak Hour Volumes Without Deming Hill Estates and Pond Estates ' Without Timothy Edwards Middle School Expansion Exhibit 6 - Background 2003 PM Peak Hour Volumes Without Deming Hill Estates and Pond Estates Without Timothy Edwards Middle School Expansion Exhibit 7 - Site-Generated AM Peak Hour Volumes Deming Hill Estates and Pond Estates ' Timothy Edwards Middle School Expansion Exhibit 8 - Site-Generated PM Peak Hour Volumes ' Deming Hill Estates and Pond Estates Timothy Edwards Middle School Expansion ' Exhibit 9 - Site-Generated Inbound Distributions Rita's Commons ' Exhibit 10 - Site-Generated Outbound Distributions Rita's Commons I' APPENDIX ' TABLE OF CONTENTS ' (continued) ' Exhibit 11 - Site-Generated Trip Calculations ITE Code #620 - Assisted Care Facility: A - Based on Number of Beds B - Based on Building Area Exhibit 12 - Site-Generated AM Peak Hour Volumes Rita's Commons Exhibit 13 - Site-Generated PM Peak Hour Volumes ' Rita's Commons Exhibit 14 - Combined 2003 AM Peak Hour Volumes ' With Deming Hill Estates and Pond Estates With Timothy Edwards Middle School Expansion With Rita's Commons Exhibit 15 - Combined 2003 PM Peak Hour Volumes ' With Deming Hill Estates and Pond Estates With Timothy Edwards Middle School Expansion With Rita's Commons Exhibit 16 - Definitions of Levels of Service: A - Signalized Intersections tB - Unsignalized Intersections Exhibit 17 - Capacity Analysis Worksheets ' Oakland Road at Foster Street and Slater Street Exhibit 18 - Capacity Analysis Worksheets ' Foster Street at Rita's Commons Site Drive Exhibit 19 - Capacity Analysis Worksheets Foster Street at Orchard Hill Drive 1 i EXHIBIT 1 LOCATION MAP ' RITA'S COMMONS ' SOUTH WINDSOR, CONNECTICUT y v CLOVER 74 1 ►'' 00 ¢ ct`- OR o a CL�SON m d Z A 4 Z w 4�p Ci v c OIL J, b L TR'W0�• NOUNTaN o R � a �TALLW000 OR. BARD f�f► a�4. a F� �` �� �q 1U DR. r aJ yo�wslcl ul 0 k- M !]11i11 SROOx I.h 6 P CO RT 3 DLM � N d DEMIWS sr gQp,�n E9 ac �ON�,E tMr4s PIP O Him o y Q J Q V� 1 1 1 1 1 r r r r EXHIBIT 2 � 1 SITE PLAN r RITA'S COMMONS r SOUTH WINDSOR, CONNECTICUT 1 r r r r r r w� ww ww ww s ww w w ww ww w� ww w iw rw ww ww ww w� ------- � ----------+ �W ----------- i �------------------- ----------------- -------------y� -- ! -----z_ I I Y a I i 1 I �D�OqM r I a 1 r I 1 Y � I 1 I I � I � I I I I s 0 RMS i maw�.�m psm0'nm, mi,mu°cm�.° 'cn.wi m xam:,.imx.c,. mn.mo.va>wo aw�nm.e ns A81gt1 SHEET RA1UMF DIVIOM W �aTn vn RITAS G�OMMONS w i ,,.a, m . r....�..�.w,...,...�.�...o�c.,T=M ..ej Of98810fl81S. Inc. Dom, �a .rrc o.amaw aeNMAse�MDUVWGVIACU= 3 .._a n N0. VAT Foster Sheet 2] oxnyv,x�.,m mni�ea LE DESCMPMM! DY wnui,.ma a-=tt a 4 A2,M/6 xta R.R1B%9l0 70.OMC IOM Ate= CONNf'LRICUL Novi woJ S,V1l�4 U v m 9 w 1 W31 o/ p 1I 81 H X3 � 1 � 8� z SS£ � .b-Z N � rtl I 1 .�J I 's '�•v wo Iw I 1 1 1 4- `� I7 I1 Or2C ARD 1-I1LL.. DRIvE 117 `� SITE 'DR1vE I OAKLAO]) r?DA y b 1 537 3 1- M o• . x 1.537 /997 tLAA w� - In)6 BILL C5 rATC5 nC w Ifo Tyr �oN TAS Cv w ' SyUTH LJ I/Nf)S OR _ C T 1 . 1 r , r r - M Z7 ORQkhIRIb WLL DRIVE r N� O � '� SITE '�RIvE 1 r r � r 1 l OAK AOD DA �, r-- z 9 r � Wo �Jtw,���►Jct.. F�� S r � o raiiv► o cT 1 Ot2C ARO WLL DRIVE 1 a� 1 � SITE ibRwE F-- i30 � OAICLAN�J 'rZpq �y �� 6 y-� X N I P6 w/a TArl 5&HOU j!!A 'W4 0tN o — ORC PM) HALL DR\VE S ITS i�R�vE � I OWLAOD A � y y 4-- ' ,2 ---l' 5 M LU 1 0 Or2C ARO 1-►ILL DRIVE' SITE DR\vE' ' N t-� 3 . OAKLAOD MAb Ir- wit "' 4500rr+ Ww 7- Al 14 .1f Ot2C ARD WLL DRIVE 2.t. S. .V- SITE' DR1vE h�- 'O _ 7a.f OAKLAO!) MA y - 1 00 LU � 1►'V O �J� V) SOU r�u o c T" Ot2C ARM WLL. DRWE' 18� svrc DRIVE 1 I I OAKLAOb RDAb --� -Ex P r 10 2003 -D(STRI I � ' I.0 �21Ti4 '� ��rv►n�or 1 NURSING HOME* ' (BASED ON NUMBER OF BEDS) EXHIBIT 11A ******************** ' SUMMARY OF TRIP GENERATION CALCULATIONS SOURCE:TRIP GENERATION REPORT, INSTITUTE OF TRANSPORTATION ENGINEERS, 1991 LAND USE: NURSING HOME-CODE#620 ' PROJECT: RITA'S COMMONS ASSISTED CARE FACILITY ---------------------------------------------------------- ' SOUTH WINDSOR,CONNECTICUT NUMBER OF BEDS: 98 ----------------------- TOTAL ' TIME PERIOD ITE TRIP GENERATION EQUATION TRIPS INBOUND OUTBOUND AVERAGE LN ( )=0.860 LN (X)+ 1.604 256 128 128 ' WEEKDAY 50 % INBOUND*50%OUTBOUND PEAK HOUR T=0.143 (X)+9.174 23 15 9 ' 7 TO 9 AM 63% INBOUND*37% OUTBOUND PEAK HOUR LN (T)= 1.258 LN (X)-3.241 13 5 7 4 TO 6 PM 42% INBOUND*58%OUTBOUND ' AM PEAK HOUR LN (T)=0.844 LN (X)-0.829 21 13 8 OF GENERATOR 63% INBOUND*37%OUTBOUND PM PEAK HOUR T=0.273(X)-2.886 24 9 15 OF GENERATOR 39% INBOUND*61 % OUTBOUND ' AVERAGE LN (T)=0.693 LN (X)+2.208 218 109 109 SATURDAY 50% INBOUND*50 %OUTBOUND ' SAT PEAK HR. LN (T) =0.693 LN (X)+0.443 37 19 19 OF GENERATOR 50% INBOUND*50% OUTBOUND AVERAGE LN (T)= 0.876 LN (X)+ 1.424 231 115 115 SUNDAY 50% INBOUND*50%OUTBOUND SUN PEAK HR. T=0.317(X) + 10.187 41 24 18 ' OF GENERATOR 57%INBOUND*43% OUTBOUND 1 NURSING HOME (BASED ON BUILDING AREA) EXHIBIT 11 B ******************** ' SUMMARY OF TRIP GENERATION CALCULATIONS ' SOURCE:TRIP GENERATION REPORT,INSTITUTE OF TRANSPORTATION ENGINEERS, 1991 LAND USE: NURSING HOME-CODE#620 tPROJECT: RITA'S COMMONS ASSISTED CARE FACILITY --------------------------------------------------------------- SOUTH WINDSOR,CONNECTICUT BUILDING AREA IN 1'000 SF: 84.096 ------------------------ TOTAL ' TIME PERIOD ITE TRIP GENERATION EQUATION TRIPS INBOUND OUTBOUND AVERAGE NO ITE DATA AVAILABLE - WEEKDAY PEAK HOUR T=0.40(X) 34 21 12 ' 7 TO 9 AM 63% INBOUND*37% OUTBOUND PEAK HOUR T=0.35 (X) 29 12 17 4 TO 6 PM 42% INBOUND*58%OUTBOUND ' AM PEAK HOUR T=0.40(X) 34 21 12 OF GENERATOR 63% INBOUND*37% OUTBOUND ' PM PEAK HOUR T=0.55 (X) 46 18 28 OF GENERATOR 39% INBOUND*61 % OUTBOUND AVERAGE NO ITE DATA AVAILABLE ___ ___ -__ SATURDAY ' SAT PEAK HR. NO ITE DATA AVAILABLE OF GENERATOR ' AVERAGE NO ITE DATA AVAILABLE _-- _-_ --_ SUNDAY SUN PEAK HR. NO ITE DATA AVAILABLE ' OF GENERATOR -' M 1 . 1 1 1 1 i ' `� Ot2C ARD WLL DRIVE" 1 N Lu 1 1 v, 1 � 1 OAKLAOD XA y y f- 1 3 ExH 12- 2oos - rnPEAK ROTA S rrn rvt� CT 1 a W� Or2C ARO WLL DRIVE I r � i y �Zy 5 ATE DR�vE 1 � 1 � 1 H- 1 OAKLAOD MA Z003 5 rn3E Yh ?E K HryjiZ LU t.)I IJ 1 1 1 1 1 N � /9 1 z7 ORC ARD WLL 'DRwE T(� N . n 1 N I z 47-// SITE' DRwE' 1 1 M0 1 1 � 1 1 NAM �iy/. OAI�LAN�J 'tea 1 3yo� F / /T ZOO Arvi 1 �rr G ILL ALE LU 1 V) ITA 1 1�0J-) H I.JINiC 7- 1 1 1 , i 1 ORRCNARD WLL DRIVE 1NO N, S iTF DRwE 15-3 1 � . 1 � 1 oAXLAND ?,.0a _ 1 r J�- 1 LU 1 `� ►Z1TA'5 c0+M o EXHIBIT 16A LEVEL OF SERVICE CRITERIA SIGNALIZED INTERSECTIONS SOURCE: HIGHWAY CAPACITY MANUAL MCM), 1994 ' TRANSPORTATION RESEARCH BOARD Level of Service forsignalized o intersections similar to the study intersections is , based on the computed average stopped delay of all vehicles on a given approach. Delay is a measure of driver discomfort, frustration, increased fuel .consumption, and lost travel time. ' In the case of signalized intersections, the Level of Service for each approach is computed, and an overall Level of Service for the entire intersection is ' determined. Levels of Service (LOS) for signalized intersections are defined as follows: LEVEL OF SERVICE STOPPED DELAY PER CONDITION ' VEHICLE SECONDS LOS A < 5.0 VERY LOW DELAY 1 LOS B 5.1 TO 15.0 SHORT DELAY LOS C 15.1 TO 25.0 AVERAGE DELAY LOS D 25.1 TO 40.0 CONGESTION NOTICEABLE LOS E 40.1 TO 60.0 LIMIT OF ACCEPTABLE DELAY ' LOS F > 60.0 OVERSATURATION ' In today's environment, Levels of Service C to D are considered acceptable, and Levels of Service A to B are seldomly achieved at signalized intersections. (1) HCM, Table 9-1. EXHIBIT 16B LEVEL OF SERVICE CRITERIA UNSIGNALIZED INTERSECTIONS SOURCE: HIGHWAY CAPACITY MANUAL (HCM), 1994 ' TRANSPORTATION RESEARCH BOARD Level f Service e o Se ice for unsignalized intersections similar to the study intersections is defined in terms of the average total delay for the approach or ' movement evaluated. Total delay is defined as the total elapsed time from when a vehicle stops at the end of a waiting queue until this vehicle departs from the ' stop line. This total delay includes the time required for this vehicle to travel from the last-in-queue position to the first-in-queue position. ' In the case of unsignalized intersections, all approaching movements from the minor street and the left-turn movements from the major street are analyzed, and a Level of Service is computed for each movement. ' Levels of Service (LOS) for unsignalized intersections are defined as follows: ' LEVEL OF SERVICE AVERAGE DELAY PER CONDITION ' VEHICLE SECONDS LOS A < 5.0 LITTLE OR NO DELAY LOS B 5.1 TO 10.0 SHORT DELAY ' LOS C 10.1 TO 20.0 AVERAGE DELAY LOS D 20.1 TO 30.0 LONG DELAY LOS E 30.1 TO 45.0 VERY LONG DELAY ' LOS F > 45.0 EXTREME DELAY In today's environment, Levels of Service D to F are common and are often experienced on minor street approaches to major streets carrying relatively high traffic volumes. (1) HCM, Table 10-3. EXHIBIT 17 CAPACITY ANALYSIS WORKSHEETS ' OAKLAND ROAD AT FOSTER STREET AND SLATER STREET SOUTH WINDSOR, CONNECTICUT ' HCM: SIGNALIZED INTERSECTION SUMMARY Version -e sion 2 .4d 04-10 1997 BUBARIS TRAFFIC ASSOCIATES Streets : (E-W) ROUTE 30 (N-S) FOSTER/SLATER STREET Analyst: BUBARIS TRAFFIC File Name: RITAB3 .HC9 ' Area Type: Other 5-1-97 AM PEAK Comment: RITA'S COMMONS, SOUTH WINDSOR, CT.. -1997 AM PEAK --Eastbound-- -Westbound Northbound Southbound L T R L T R -L-- T -R-- L T R ---- ---- ---- ---- ---- No. Lanes 1 1 < > 1 < > 1 < > 1 < ' Volumes 78 288 2 2 355 24 3 9 1 110 12 104 Lane W (ft) 8 . 0 9 . 0 15 . 0 11 . 0 12 . 0 RTOR Vols 0 0 0 0 ' Lost Time 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 ----------------------------------------------------------------------- Signal Operations Phase Combination 1 2 3 4 5 6 7 8 ' EB Left * NB Left Thru * Thru Right * Right ' Peds Peds WB Left * SB Left Thru * Thru ' Right * Right Peds Peds NB Right EB Right SB Right WB Right Green 46 . OP Green 24 . OP Yellow/AR 5 . 0 Yellow/AR 4 . 0 Cycle Length: 79 secs Phase combination order: #1 #5 Intersection-Performance-Summary Lane Group: Adj Sat v/c g/C Approach: ' Mvmts Cap --Flow- Ratio Ratio Delay LOS Delay LOS ----- ---- ----- ----- --- --- ----- --- EB L 331 568 0 .263 0 .582 6 .3 B 6 .5 B TR 975 1675 0 .330 0 .582 6 . 6 B ' WB LTR 1061 1823 0 .398 0 .582 7 . 0 B 7 . 0 B NB LTR 433 1488 0 . 032 0 .291 15 .2 C 15 .2 C SB LTR 430 1477 0 .584 0 .291 19 . 7 C 19 . 7 C ' Intersection Delay = 9 . 8 sec/veh Intersection LOS = B Lost Time/Cycle, L = 10 . 0 sec Critical v/c (x) = 0 .460 ----------------------------------------------------------------------- HCM: SIGNALIZED INTERSECTION SUMMARY Version 2 .4d 04-10-1997 ' --BUBARIS TRAFFIC ASSOCIATES --------------------------- Streets : (E-W) ROUTE 30 (N-S) FOSTER/SLATER STREET Analyst : BUBARIS TRAFFIC File Name: RITAB3 .HC9 Area Type: Other 5-1-97 AM PEAK Comment: RITA'S COMMONS, SOUTH WINDSOR, CT. -1997 AM PEAK Eastbound Westbound Northbound Southbound L T R L T R L T R L T R ---- ---- ----' ---- ---- ---- ---- ---- ---- ---- ---- ---- No. Lanes 1 1 < > 1 < > 1 < > 1 < Volumes 78 288 2 2 355 24 3 9 1 110 12 104 PHF or PK15 0 .90 0 .90 0 .90 0 .90 0 .90 0 .90 0 .90 0 .90 0 .90 0 .90 0 .90 0 .90 Lane W (ft) 8 . 0 9 . 0 15 . 0 11 . 0 12 . 0 Grade 0 0 0 0 % Heavy Veh 2 2 2 2 2 2 2 2 2 2 2 2 ' Parking (YIN) N (YIN) N (YIN) N (YIN) N Bus Stops 0 0 0 0 Con. Peds 0 0 0 0 Ped Button (YIN) N (YIN) N (YIN) N (YIN) N Arr Type 3 3 3 3 3 RTOR Vols 0 0 0 0 Lost Time 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 Prop. Share Prop. Prot . ----------------------------------------------------------------------- ' Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left * NB Left Thru * Thru ' Right * Right Peds Peds WB Left * SB Left ' Thru * Thru Right * Right Peds Peds NB Right EB Right ' SB Right WB Right Green 46 . OP Green 24 . OP Yellow/AR 5 . 0 Yellow/AR 4 . 0 ' Cycle Length: 79 secs Phase combination order: #1 #5 ----------------------------------------------------------------------- Intersection Performance Summary ' Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS ----- ---- ------- ----- ----- ----- --- ----- --- EB L 331 568 0.263 0 .582 6 .3 B 6 .5 B ' TR 975 1675 0 .330 0 .582 6 . 6 B WB LTR 1061 1823 0.398 0 .582 7 . 0 B 7 . 0 B NB LTR 433 1488 0 . 032 0 .291 15 .2 C 15 .2 C ' SB LTR 430 1477 0 .584 0 .291 19 .7 C 19 .7 C Intersection Delay = 9 .8 sec/veh Intersection LOS = B Lost Time/Cycle, L = 10 . 0 sec Critical v/c (x) = 0 .460 ----------------------------------------------------------------------- INTERSECTION DIAGRAM ---------------------------------------------------- ------------- Intersection: ROUTE 30 and FOSTER/SLATER STREET Time period: AM PEAK FOSTER/SLATER STREET ' Volumes 24 SB Total 226 355 WB Total 1 < 381 2 ' < v > 104 12 110 v—' Legend [C] [X] = Level of Service ' #J = No. of Lanes ^ DJ = De facto Turn [B] < 1 v --------------------- Intersection [B] --------------------- ' 1 [B] 1 [B] ' v ROUTE 30 [C] 78^ 3 9 1 > ' EB Total 288 368 > 1 2 13 NB Total ' v ' HCM: SIGNALIZED INTERSECTION SUMMARY Version 2 .4d 04-10-1997 --BUBARIS TRAFFIC ASSOCIATES -------------------------- Streets: (E-W) ROUTE 30 (N-S) FOSTER/SLATER STREET ' Analyst: BUBARIS TRAFFIC File Name: RITAB4 .HC9 Area Type: Other 5-1-97 PM PEAK Comment: RITA'S COMMONS, SOUTH WINDSOR, CT. -1997 PM PEAK ' Eastbound westbound Northbound Southbound L T R L T R L T R L T R ---- ---- ----' ---- ---- ---- ---- ---- ---- ---- ---- ---- No. Lanes 1 1 < > 1 < > 1 < > 1 < Volumes 66 537 3 6 514 117 3 9 1 79 5 41 Lane W (ft) 8 . 0 9 . 0 15 . 0 11. 0 12 . 0 RTOR VOls 0 0 0 0 Lost Time 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 .00 5 . 00 5 . 00 ----------------------------------------------------------------------- - Signal Operations ' Phase Combination 1 2 3 4 5 6 7 8 EB Left * NB Left Thru * Thru ' Right * Right Peds Peds WB Left * SB Left ' Thru * Thru Right * Right Peds Peds NB Right EB Right ' SB Right WB Right Green 46 . OP Green 24 . OP Yellow/AR 5 . 0 Yellow/AR 4 . 0 ' Cycle Length: 79 secs Phase combination order: #1 #5 ----------------------------------------------------------------------- Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS ----- ---- ------- ----- ----- ----- --- ----- --- ' EB L 134 230 0 .545 0 .582 11.1 B 9 .2 B TR 975 1675 0 . 615 0 .582 9 . 0 B WB LTR 1026 1762 0 .690 0 .582 10.1 B 10 . 1 B NB LTR 447 1534 0 . 031 0 .291 15 .2 C 15 .2 C ' SB LTR 434 1492 0 .322 0 .291 16 . 8 C 16 . 8 C Intersection Delay = 10 .4 sec/veh Intersection LOS = B Lost Time/Cycle, L = 10 . 0 sec Critical v/c (x) = 0 .567 ----------------------------------------------------------------------- HCM: SIGNALIZED INTERSECTION SUMMARY Version 2 .4d 04-10-1997 BUBARIS-TRAFFIC-ASSOCIATES =====__________________ Streets : (E-W) ROUTE 30 (N-S) FOSTER/SLATER STREET ' Analyst : BUBARIS TRAFFIC File Name: RITAB4 .HC9 Area Type: Other 5-1-97 PM PEAK Comment: RITA'S COMMONS, SOUTH WINDSOR, CT. -1997 PM PEAK ----------------------------------------------------------------------- Eastbound westbound Northbound Southbound L T R L T R L T R L T R ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- No. Lanes 1 1 < > 1 < > 1 < > 1 < Volumes 66 537 3 6 514 117 3 9 1 79 5 41 PHF or PK15 0 .90 0 .90 0 .90 0 .90 0 .90 0 .90 0 .90 0 .90 0 .90 0 .90 0 .90 0. 90 ' Lane W (ft) 8 . 0 9 . 0 15 . 0 11. 0 12 . 0 Grade 0 0 0 0 $ Heavy Veh 2 2 2 2 2 2 2 2 2 2 2 . 2 Parking (YIN) N (YIN) N (YIN) N (YIN) N ' Bus Stops 0 0 0 0 Con. Peds 0 0 0 0 Ped Button (YIN) N (YIN) N (YIN) N (YIN) N Arr Type 3 3 3 3 3 RTOR Vols 0 0 0 0 Lost Time 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 Pro ' Prop. Prot. _ e ----------------------------------------------------------------------- Signal Operations ' Phase Combination 1 2 3 4 5 6 7 8 EB Left * NB Left Thru * Thru ' Right * Right Peds Peds WB Left * SB Left Thru * Thru Right * Right Peds Peds NB Right EB Right SB Right WB Right Green 46 . OP Green 24 . OP Yellow/AR 5 . 0 Yellow/AR 4 . 0 Cycle Length: 79 secs Phase combination order: #1 #5 ------- ---------------------- ------------------------------ Intersection Performance Summary Lane Group: Adj Sat v/c g/C ----- --- Approach-- Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS ----- ---- ------- ----- ----- EB L 134 230 0.545 0 .582 11.1 B 9 .2 B ' TR 975 1675 0 .615 0 .582 9 . 0 B WB LTR 1026 1762 0 .690 0 .582 10 .1 B 10 . 1 B NB LTR 447 1534 0 . 031 0 .291 15 .2 C 15 .2 C ' SB LTR 434 1492 0 .322 0 .291 16 . 8 C 16 . 8 C Intersection Delay = 10 .4 sec/veh Intersection LOS = B Lost Time/Cycle, L = 10 . 0 sec Critical v/c (x) = 0 .567 ----------------------------------------------------------------------- INTERSECTION DIAGRAM --------------------------------------------------------- Intersection: ROUTE 30 and FOSTER/SLATER STREET ' Time period: PM PEAK FOSTER/SLATER STREET ' volumes "' 117 SB Total ' 125 514 WB Total 1 < 637 6 < v > 41 5 79 v ' v Legend [C] [X] = Level of Service ' #-J = No. of Lanes ^ D-J = De facto Turn [B] < 1 1 ' v --------------------- Intersection [B] --------------------- 1 [B] 1 ---7> [B] v ROUTE 30 [C] <^> 66^ 3 9 1 i EB Total 537 606 > 1 ' 3 13 NB Total v HCM: SIGNALIZED INTERSECTION SUMMARY Version 2 .4d 04-10-1997 ' - BUBARIS TRAFFIC ASSOCIATES Streets : (E-W) ROUTE 30 (N-S) FOSTER/SLATER STREET ' Analyst : BUBARIS TRAFFIC File Name: RITAF5 .HC9 Area Type: Other 5-1-97 AM PEAK Comment : RITA'S COMMONS, SOUTH WINDSOR, CT. -2003 AM PEAK ----------------------------------------------------------------------- Eastbound westbound Northbound Southbound L T R L T R L T R L T R ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ' No. Lanes 1 1 < > 1 < > 1 < > 1 < Volumes 99 340 2 2 419 41 4 16 1 139 16 122 Lane W (ft) 8 . 0 9 . 0 15 . 0 11. 0 12 . 0 Lost Time 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5. 00 ----------------------------------------------------------------------- Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left * NB Left Thru * Thru ' Right * Right Peds Peds WB Left * SB Left Thru * Thru Right * Right Peds Peds NB Right EB Right ' SB Right WB Right Green 46 . OP Green 24 . OP Yellow/AR 5 . 0 Yellow/AR 4 . 0 ' Cycle Length: 79 secs Phase combination order: #1 #5 ----------------------------------------------------------------------- Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS ----- ---- ------- ----- ----- ----- --- ----- --- EB L 249 427 0 .442 0 .582 7 .9 B 7 .1 B ' TR 975 1675 0 .390 0 .582 6 .9 B WB LTR 1057 1816 0 .486 0 .582 7 .6 B 7 .6 B NB LTR 431 1481 0 . 053 0 .291 15 .3 C 15 .3 C ' SB LTR 422 1450 0 . 730 0 .291 23 .5 C 23 .5 C Intersection Delay = 11 .2 sec/veh Intersection LOS = B Lost Time/Cycle, L = 10 . 0 sec Critical v/c (x) = 0 .567 ----------------------------------------------------------------------- ' HCM: SIGNALIZED INTERSECTION SUMMARY Version 2 .4d 04-10-1997 ----------------------BUBARIS TRAFFIC ASSOCIATES ---------------------------------------------- ----------------------------------------------------------------------- Streets : (E-W) ROUTE 30 (N-S) FOSTER/SLATER STREET ' Analyst : BUBARIS TRAFFIC File Name: RITAF5 .HC9 Area Type: Other 5-1-97 AM PEAK Comment: RITA'S COMMONS, SOUTH WINDSOR, CT. -2003 AM PEAK tEastbound Westbound Northbound Southbound L T R L T R L T R L T R ---- ---- ----' ---- ---- ---- ---- ---- ---- ---- ---- ---- No. Lanes 1 1 < > 1 < > 1 < > 1 < Volumes 99 340 2 2 419 41 4 16 1 139 16 122 PHF or PK15 0 .90 0 .90 0 .90 0 .90 0 .90 0 .90 0 . 90 0 .90 0 .90 0 .90 0 . 90 0 .90 ' Lane W (ft) 8 . 0 9 . 0 15 . 0 11 . 0 12 . 0 Grade 0 0 0 0 * Heavy Veh 2 2 2 2 . 2 2 2 2 2 2 2 2 Parking (YIN) N (YIN) N (YIN) N (YIN) N Bus Stops 0 0 0 0 Con. Peds 0 0 0 0 Ped Button (YIN) N (YIN) N (YIN) N (YIN) N Arr Type 3 3 3 3 3 RTOR Vols 0 0 0 0 Lost Time 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 Prop. Share ' Prop. Prot. ----------------------------------------------------------------------- Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left * NB Left Thru * Thru ' Right * Right Peds Peds WB Left * SB Left Thru * Thru Right * Right Peds Peds ' NB Right EB Right SB Right WB Right Green 46 . OP Green 24 . OP Yellow/AR 5 . 0 Yellow/AR 4 . 0 ' Cycle Length: 79 secs Phase combination order: #1 #5 ----------------------------------------------------------------------- Intersection Performance Summary ' Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS ----- ---- ------- ----- ----- ----- --- ----- --- EB L 249 427 0 .442 0 .582 7 .9 B 7 .1 B TR 975 1675 0 .390 0 .582 6 .9 B WB LTR 1057 1816 0 .486 0 .582 7 .6 B 7 . 6 B NB LTR 431 1481 0 . 053 0 .291 15 .3 C 15 .3 C ' SB LTR 422 1450 0 .730 0 .291 23 .5 C 23 .5 C Intersection Delay = 11 .2 sec/veh Intersection LOS = B Lost Time/Cycle, L = 10 . 0 sec Critical v/c (x) = 0 .567 ----------------------------------------------------------------------- INTERSECTION DIAGRAM ------------------------------------------------------------- Intersection: ROUTE 30 and FOSTER/SLATER STREET Time period: AM PEAK FOSTER/SLATER STREET Volumes 41 SB Total 277 ' 419 WB Total 1 < 462 ' 2 < v > 122 16 139 v Legend [C] [X] = Level of Service #J = No. of Lanes ^ DJ = De facto Turn [B] < i 1 ' v --------------------- Intersection ' [B] --------------------- ' 1 [B] 1 ---7> [B] ' v ROUTE 30 [C] ' <^> 99" 4 16 1 EB Total 340 ' 441 > 1 2 21 —� NB Total ' v ' HCM: SIGNALIZED - -G ALIZED INTERSECTION SUMMARY Version 2 .4d 04 10 1997 BUBARIS-TRAFFIC-ASSOCIATES =====__________________ Streets : (E-W) ROUTE 30 (N-S) FOSTER/SLATER STREET Analyst: BUBARIS TRAFFIC File Name: RITAF6 .HC9 ' Area Type: Other 5-1-97 PM -PEAK Comment: RITA'S COMMONS, SOUTH WINDSOR, CT. -2003 PM PEAK ------------------ ' Eastbound Westbound Northbound Southbound L T R L T R L T R L T R ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- No. Lanes 1 1 < > 1 < > 1 < > 1 < ' Volumes 81 634 4 7 607 153 4 16 1 113 14 64 Lane W (ft) 8 . 0 9 . 0 15 . 0 11 . 0 12 . 0 RTOR VOls 0 0 0 0 Lost Time 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5_ -005_00-5 . 00 5 . 00 - Signal Operations ' Phase Combination 1 2 3 4 5 6 7 8 EB Left * NB Left Thru * Thru Right * Right ' Peds Peds WB Left * SB Left Thru * Thru ' Right * Right Peds Peds NB Right EB Right ' SB Right WB Right Green 47 . OP Green 23 . OP Yellow/AR 5 . 0 Yellow/AR 4 . 0 Cycle Length: 79 secs Phase combination order: #1 #5 Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: ' Mvmts Cap --Flow- Ratio Ratio Delay LOS Delay LOS EB L 109 184 0 . 822 0 .595 34 .4 D 12 . 9 B ' TR 997 1675 0 .710 0 .595 10 .2 B WB LTR 1030 1731 0 . 827 0 .595 13 .7 B 13 . 7 B NB LTR 423 1518 0 . 054 0 .278 15 . 9 C 15 . 9 C SB LTR 405 1456 0 .525 0 .278 19 .3 C 19 .3 C ' Intersection Delay = 14 . 0 sec/veh Intersection LOS = B Lost Time/Cycle, L = 10 . 0 sec Critical v/c (x) = 0 . 731 ----------------------------------------------------------------------- ' HCM: SIGNALIZED INTERSECTION SUMMARY Version 2 .4d 04-10-1997 BUBARIS TRAFFIC ASSOCIATES -------------------------------------------- Streets : (E-W) ROUTE 30 (N-S) FOSTER/SLATER STREET ' Analyst : BUBARIS TRAFFIC File Name: RITAF6 .HC9 Area Type: Other 5-1-97 PM PEAK Comment : RITA'S COMMONS, SOUTH WINDSOR, CT. -2003 PM PEAK Eastbound Westbound Northbound Southbound L T R L T R L T R L T R ---- ---- ----' ---- ---- ---- ---- ---- ---- ---- ---- ---- No. Lanes 1 1 < > 1 < > 1 < > 1 < Volumes 81 634 4 7 607 153 4 16 1 113 14 64 PHF or PK15 0 .90 0 .90 0 .90 0 .90 0 .90 0 .90 0 .90 0 .90 0 .90 0 .90 0 .90 0 .90 Lane W (ft) 8 . 0 9 . 0 15 . 0 11 . 0 12 . 0 Grade 0 0 0 0 W Heavy Veh 2 2 2 2 2 2 2 2 2 2 2 2 ' Parking (YIN) N (YIN) N (YIN) N (YIN) N Bus Stops 0 0 0 0 Con. Peds 0 0 0 0 Ped Button (YIN) N (YIN) N (YIN) N (YIN) N Arr Type 3 3 3 3 3 RTOR Vols 0 0 0 0 Lost Time 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 ' Prop. Share Prop. Prot . ----------------------------------------------------------------------- Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left * NB Left Thru * Thru Right * Right Peds Peds WB Left * SB Left ' Thru * Thru Right * Right Peds Peds NB Right EB Right ' SB Right WB Right Green 47 . OP Green 23 . OP Yellow/AR 5 . 0 Yellow/AR 4 . 0 ' Cycle Length: 79 secs Phase combination order: #1 #5 ----------------------------------------------------------------------- Intersection Performance Summary ' Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS ----- ---- ------- ----- ----- ----- --- ----- --- EB L 109 184 0 . 822 0.595 34 .4 D 12 .9 B ' TR 997 1675 0.710 0.595 10 .2 B WB LTR 1030 1731 0. 827 0 .595 13 . 7 B 13 .7 B NB LTR 423 1518 0 . 054 0 .278 15 .9 C 15 .9 C ' SB LTR 405 1456 0 .525 0 .278 19 .3 C 19 .3 C Intersection Delay = 14 . 0 sec/veh Intersection LOS = B Lost Time/Cycle, L = 10 . 0 sec Critical v/c (x) = 0 .731 ----------------------------------------------------------------------- INTERSECTION DIAGRAM Intersection: ROUTE 30 and FOSTER/SLATER STREET ' Time period: PM PEAK FOSTER/SLATER STREET ' Volumes 153 SB Total i 191 ' 607 WB Total 1 < 767 ' < v > 7� 64 14 113 v v Legend [C] [X] = Level of Service ' #J = No. of Lanes DJ = De facto Turn [B] < 1 1 ' v --------------------- Intersection [B] --------------------- ' 1 [D] 1 -�> [B] ' v ROUTE 30 [C] 81" 4 16 1 < > ' EB Total 634 719 > 1 ' 4 21 --I NB Total ' v i 1 1 1 1 1 1 � 1 1 1 EXHIBIT 18 CAPACITY ANALYSIS WORKSHEETS 1 FOSTER STREET AT RITA'S COMMONS SITE DRIVE 1 SOUTH WINDSOR, CONNECTICUT i 1 i 1 1 HCS: Unsignalized Intersections Release 2 .1d RITAF3 .HC0 Page 1 _____________________________________________ BUBARIS TRAFFIC ASSOCIATES 3281 WHITNEY AVENUE HAMDEN, CT 06518-0000 ' Ph: (203) 288-4762 ---------------------------------------------------- Streets : (N-S) FOSTER STREET (E-W) SITE DRIVE Major Street Direction. . . . NS Length of Time Analyzed. . . 15 (min) Analyst. . . . . . . . . . . . . . . . . . . BUBARIS TRAFFIC Date of Analysis. . . . . . . . . . 5/1/97 Other Information. . . . . . . . . RITA'S COMMONS, SOUTH WINDSOR, CT. -200 3 AM PEAK Two-way Stop-controlled Intersection ' Northbound Southbound Eastbound Westbound L T R L T R L T R L T R ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- No. Lanes 0 1 < 0 0 > 1 0 0 0 0 0 > 0 < 0 Stop/Yield N N Volumes 138 18 3 277 11 2 ' PHF .95 .95 .95 .95 .95 .95 Grade 0 0 0 MC' s W ' SU/RV' s (�) CV' s (%-) PCE' s 1 .10 1.10 1.10 ----------------------------------------------------------------------- Adjustment Factors Vehicle Critical Follow-up ' Maneuver ------------------Gap (tg) ------------Time- (t- Left Turn Major Road 5 . 00 2 . 10 Right Turn Minor Road 5 .50 2 . 60 Through Traffic Minor Road 6 . 00 3 .30 Left Turn Minor Road 6 .50 3 .40 ' HCS: Unsignalized Intersections Release 2 .1d RITAF3 .HC0 Page_2 Worksheet for TWSC Intersection Step 1 : RT from Minor Street WB EB -------------------------------------------------------- ' Conflicting Flows: (vph) 154 Potential Capacity: (pcph) 1157 Movement Capacity: (pcph) 1157 Prob. of Queue-Free State: 1 . 00 -------------------------------------------------------- Step 2 : LT from Major Street SB NB -------------------------------------------------------- Conflicting Flows: (vph) 164 Potential Capacity: (pcph) 1432 Movement Capacity: (pcph) 1432 Prob. of Queue-Free State: 1. 00 TH Saturation Flow Rate: (pcphpl) 1700 RT Saturation Flow Rate: (pcphpl) Major LT Shared Lane Prob. of Queue-Free State: 1 . 00 - ------------------------------------------------------- Step 4 : LT from Minor Street WB EB Conflicting Flows: (vph) 450 Potential Capacity: (pcph) 581 ' Major LT, Minor TH Impedance Factor: 1 . 00 Adjusted Impedance Factor. 1 . 00 Capacity Adjustment Factor due to Impeding Movements 1. 00 Movement Capacity: (pcph) 580 -------------------------------------------------------- ' Intersection Performance Summary ' Avg. 95%_ Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph) (sec/veh) (veh) (sec/veh) -------- ------ ------ ------ ------- ------- ----- --------- WB L 13 580 > 621 5 .9 0 . 0 B 5 .9 ' WB R 2 1157 > SB L 3 1432 2 .5 0 . 0 A 0 . 0 ' Intersection Delay = 0 .2 sec/veh ' HCS: Unsi naliz g ed Intersections Release 2 .1d RITAF4 .HC0 Page 1 ' BUBARIS TRAFFIC ASSOCIATES 3281 WHITNEY AVENUE HAMDEN, CT 06518-0000 ' Ph: (203) 288-4762 ------------------------------------------------------- Streets: (N-S) FOSTER STREET (E-W) SITE DRIVE Major Street Direction. . . . NS Length of Time Analyzed. . . 15 (min) Analyst. . . . . . . . . . . . . . . . . . . BUBARIS TRAFFIC Date of Analysis . . . . . . . . . . 5/1/97 ' Other Information. . . . . . . . . RITA'S COMMONS, SOUTH WINDSOR, CT. -200 3 PM PEAK Two-way Stop-controlled Intersection Northbound Southbound Eastbound Westbound L T R L T R L T R L T R, ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ' No. Lanes 0 1 < 0 0 > 1 0 0 0 0 0 > 0 < 0 Stop/Yield N N Volumes 238 12 3 167 24 4 ' PHF .95 .95 .95 .95 .95 .95 Grade 0 0 0 MC' s (g) ' SU/RV's (W) CV' S (%-) PCE'S 1.10 1.10 1.10 ----------------------------------------------------------------------- Adjustment Factors vehicle Critical Follow-up ' Maneuver Gap g(t ) Time (tf) -------------------------- Left Turn Major Road 5 . 00 2 . 10 Right Turn Minor Road 5 .50 2 .60 Through Traffic Minor Road 6 . 00 3 .30 Left Turn Minor Road 6 .50 3 .40 HCS: Unsignalized Intersections Release 2 . 1d RITAF4 .HC0 Page 2 ----------------------------------------------------- Worksheet for TWSC Intersection Step 1: RT from Minor Street WB EB -------------------------------------------------------- ' Conflicting Flows: (vph) 258 Potential Capacity: (pcph) 1025 Movement Capacity. (pcph) 1025 Prob. of Queue-Free State: 1. 00 Step 2 : LT from Major Street SB NB -------------------------------------------------------- Conflicting Flows: (vph) 264 Potential Capacity: (pcph) 1283 Movement Capacity: (pcph) 1283 Prob. of Queue-Free State: 1. 00 TH Saturation Flow Rate: (pcphpl) 1700 RT Saturation Flow Rate. (pcphpl) Major LT Shared Lane Prob. ' Queue-FreeState: ----------------------- - --------------- Step 4 : LT from Minor Street WB EB Conflicting Flows: (vph) 436 Potential Capacity: (pcph) 592 Major LT, Minor TH ' Impedance Factor: 1. 00 Adjusted Impedance Factor: 1. 00 Capacity Adjustment Factor due to Impeding Movements 1 . 00 Movement Capacity: (pcph) 590 -------------------------------------------------------- ' Intersection Performance Summary Avg. 95%_ Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph) (sec/veh) (veh) (sec/veh) - ------- ------ ------ ------ ------- ------- ----- --------- WB L 28 590 > 623 6 . 1 0 . 0 B 6 . 1 ' WB R 4 1025 > SB L 3 1283 2 . 8 0 . 0 A 0 . 0 ' Intersection Delay = 0 .4 sec/veh ' EXHIBIT 19 CAPACITY ANALYSIS WORKSHEETS FOSTER STREET AT ORCHARD HILL DRIVE ' SOUTH WINDSOR, CONNECTICUT HCS_-Unsignalized-Intersections ---Release-2_ld----RITABI .HCO-----Page-1 BUBARIS TRAFFIC ASSOCIATES 3281 WHITNEY AVENUE HAMDEN, CT 06518-0000 Ph: (203) 288-4762 ----------------------------------------------------------------------- ----------------------------------------------------------------------- ' Streets: (N-S) FOSTER STREET (E-W) ORCHARD HILL DRIVE Major Street Direction. . . . NS Length of Time Analyzed. . . 15 (min) Analyst . . . . . . . . . . . . . . . . . . . BUBARIS TRAFFIC Date of Analysis. . . . . . . . . . 5/1/97 Other Information. . . . . . . . . RITA' S COMMONS, SOUTH WINDSOR, CT. -199 7 EXISTING AM PEAK Two-way Stop-controlled Intersection ----------------------------------------------------------------------- Northbound Southbound Eastbound Westbound . ' L T R L T R L T R L T R- -- - -- ---- No. Lanes 0 1 < 0 0 > 1 0 0 0 0 0 > 0 < 0 Stop/Yield N N volumes 97 14 23 203 23 16 PHF .95 .95 . 95 .95 .95 . 95 Grade 0 0 0 ' MC' s (%-) SU/RV' s (�) CV' s (�) ' PCEIS-----------------------1-10--------------------------1-10 10 ------1_ ' Adjustment Factors ' vehicle Critical Follow-up Maneuver Gap (tg) Time (tf) ------------------------------------------------------------------ ' Left Turn Major Road 5 . 00 2 .10 Right Turn Minor Road 5 .50 2 .60 Through Traffic Minor Road 6 . 00 3 .30 Left Turn Minor Road 6 .50 3 .40 ' HCS: Unsignalized Intersections Release 2 . 1d RITA13I.HC0 Page 2 Worksheet for TWSC Intersection -------------------------------------------------------- Step 1 : RT from Minor Street WB EB -------------------------------------------------------- ' Conflicting Flows: (vph) 110 Potential Capacity: (pcph) 1218 Movement Capacity: (pcph) 1218 Prob. of Queue-Free State: 0 . 98 -------------------------------------------------------- Step 2 : LT from Major Street SB NB -------------------------------------------------------- 1 Conflicting Flows: (vph) 117 Potential Capacity: (pcph) 1508 Movement Capacity: (pcph) 1508 ' Prob. of Queue-Free State: 0 .98 TH Saturation Flow Rate: (pcphpl) 1700 RT Saturation Flow Rate: (pcphpl) Major LT Shared Lane Prob. ' -- Queue-Free State: -----------------0_98----------- ---------------------- -- Step 4 : LT from Minor Street WB EB ' Conflicting Flows: (vph) 348 Potential Capacity: (pcph) 666 Major LT, Minor TH Impedance Factor: 0 .98 Adjusted Impedance Factor. 0 .98 Capacity Adjustment Factor ' due to Impeding Movements 0 .98 Movement Capacity: (pcph) 653 -------------------------------------------------------- ' Intersection Performance Summary ' Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph) (sec/veh) (veh) (sec/veh) - ------- ------ ------ ------ ------- ------- ----- --------- WB L 26 653 > 812 4 .7 0 . 0 A 4 .7 WB R 19 1218 > SB L 26 1508 2 .4 0 . 0 A 0 .2 ' Intersection Delay = 0 .6 sec/veh HCS: Unsignalized Intersections Release 2 .1d RITAB2 .HC0 Page 1 ----------------------------------------------------------------------- ----------------------------------------------------------------------- ' BUBARIS TRAFFIC ASSOCIATES 3281 WHITNEY AVENUE HAMDEN, CT 06518-0000 ' Ph:- (203) -288=4762_____________________________________________________ Streets: (N-S) FOSTER STREET (E-W) ORCHARD HILL DRIVE ' Major Street Direction. . . . NS Length of Time Analyzed. . . 15 (min) Analyst . . . . . . . . . . . . . . . . . . . BUBARIS TRAFFIC Date of Analysis . . . . . . . . . . 5/1/97 Other Information. . . . . . . . . RITA'S COMMONS, SOUTH WINDSOR, CT. -199 7 EXISTING PM PEAK Two-way Stop-controlled Intersection ' Northbound Southbound Eastbound Westbound L T R L T R L T R L T R ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ' No. Lanes 0 1 < 0 0 > 1 0 0 0 , 0 0 > 0 < 0 Stop/Yield N N Volumes 147 45 12 94 31 7 ' PHF . 95 .95 .95 .95 .95 . 95 Grade 0 0 0 MC's (%-) ' SU/RV's (W) CV' s (W) PCE' S 1 .10 1 .10 1.10 ----------------------------------------------------------------------- Adjustment Factors Vehicle Critical Follow-up ' Maneuver Gap (tg) ------------Time- (tf) ------------------------------------------ Left Turn Major Road 5 . 00 2 . 10 Right Turn Minor Road 5 .50 2 .60 ' Through Traffic Minor Road 6 . 00 3 .30 Left Turn Minor Road 6 .50 3 .40 1 ' HCS_-Unsignalized-Intersections Release-2 . 1d----RITAB2 .HC0----_Page-2 Worksheet for TWSC Intersection Step 1: RT from Minor Street WB EB -------------------------------------------------------- ' Conflicting Flows: (vph) 178 Potential Capacity: (pcph) 1125 Movement Capacity: (pcph) 1125 Prob. of Queue-Free State: 0 . 99 Step 2 : LT from Major Street SB NB -------------------------------------------------------- Conflicting Flows: (vph) 202 Potential Capacity: (pcph) 1373 Movement Capacity: (pcph) 1373 ' Prob. of Queue-Free State: 0 .99 TH Saturation Flow Rate: (pcphpl) 1700 RT Saturation Flow Rate: (pcphpl) Major LT Shared Lane Prob. of QueueFree' - ----------- State: ---------------0_99------------- Step 4 : LT from Minor Street WB EB ' Conflicting Flows: (vph) 290 Potential Capacity: (pcph) 719 Major LT, Minor TH ' Impedance Factor: 0 .99 Adjusted Impedance Factor: 0 . 99 Capacity Adjustment Factor ' due to Impeding Movements 0 .99 Movement Capacity: (pcph) 711 -------------------------------------------------------- ' Intersection Performance Summary ' Avg. 95%_ Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph) (sec/veh) (veh) (sec/veh) - ------- ------ ------ ------ ------- ------- ----- --------- WB L 36 711 > 762 5 . 0 0 . 0 B 5 . 0 ' WB R 8 1125 > SB L 14 1373 2 .6 0 . 0 A 0 .3 ' Intersection Delay = 0 . 7 sec/veh HCS : Unsi nalized Intersections Release 2 .1d RITAFI .HC0 Page 1 g g BUBARIS TRAFFIC ASSOCIATES 3281 WHITNEY AVENUE HAMDEN, CT 06518-0000 ' Ph: (203) 288-4762 Streets: (N-S) FOSTER STREET (E-W) ORCHARD HILL DRIVE ' Major Street Direction. . . . NS Length of Time Analyzed. . . 15 (min) Analyst . . . . . . . . . . . . . . . . . . . BUBARIS TRAFFIC Date of Analysis . . . . . . . . . . 5/1/97 ' Other Information. . . . . . . . . RITA' S COMMONS, SOUTH WINDSOR, CT. -200 3 AM PEAK Two-way Stop-controlled Intersection Northbound Southbound Eastbound Westbound L T R L T R L T R L T R ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- No. Lanes 0 1 < 0 0 > 1 0 0 0 0 0 > 0 < 0 Stop/Yield N N Volumes 123 17 27 242 27 19 ' PHF .95 .95 .95 .95 .95 .95 Grade 0 0 0 MC' S (%-) SU/RV' s (�) CV' s ($) PCE ' S 1.10 1.10 1 .10 ----------------------------------------------------------------------- Adjustment Factors Vehicle Critical Follow-up ' Maneuver Gap (tg) Time --------------------- - ------------ - -- Left Turn Major Road 5 . 00 2 . 10 Right Turn Minor Road 5 .50 2 .60 Through Traffic Minor Road 6 . 00 3 .30 Left Turn Minor Road 6 .50 3 .40 HCS: Unsignalized Intersections Release 2 . 1d RITAFI .HC0 Page 2 ----------------------------------------------------------------------- Worksheet for TWSC Intersection Step 1: RT from Minor Street WB EB -------------------------------------------------------- ' Conflicting Flows : (vph) 138 Potential Capacity: (pcph) 1179 Movement Capacity: (pcph) 1179 Prob. of Queue-Free State: 0 .98 Step 2 : LT from Major Street SB NB -------------------------------------------------------- Conflicting Flows: (vph) 147 Potential Capacity: (pcph) 1459 Movement Capacity: (pcph) 1459 ' Prob. of Queue-Free State: 0 . 98 TH Saturation Flow Rate: (pcphpl) 1700 RT Saturation Flow Rate: (pcphpl) Major LT Shared Lane Prob. ' ofQueue_Free State: 0 . 98 - _ ------------------------------------------ Step 4 : LT from Minor Street WB EB Conflicting Flows: (vph) 421 Potential Capacity: (pcph) 604 Major LT, Minor TH Impedance Factor: 0 .98 Adjusted Impedance Factor. 0 . 98 Capacity Adjustment Factor ' due to Impeding Movements 0 . 98 Movement Capacity: (pcph) 589 -------------------------------------------------------- ' Intersection Performance Summary Avg. 95%_ Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph) (sec/veh) (veh) (sec/veh) - _--_--- --- - ------ ------ ------- ------- ----- --------- WB L 31 589 > 743 5 .2 0 .1 B 5 .2 ' WB R 22 1179 > SB L 31 1459 2 .5 0 . 0 A 0 .3 ' Intersection Delay = 0 . 7 sec/veh HCS : Unsi n liz g a ed Intersections Release 2 . 1d RITAF2 .HC0 Page 1 ' BUBARIS TRAFFIC ASSOCIATES_____________________________________________ 3281 WHITNEY AVENUE HAMDEN, CT 06518-0000 Ph: _ (203) -288=4762_____________________________________________________ Streets : (N-S) FOSTER STREET (E-W) ORCHARD HILL DRIVE Major Street Direction. . . . NS ' Length of Time Analyzed. . . 15 (min) Analyst . . . . . . . . . . . . . . . . . . . BUBARIS TRAFFIC Date of Analysis . . . . . . . . . . 5/1/97 ' Other Information. . . . . . . . . RITA' S COMMONS, SOUTH WINDSOR, CT. -200 3 PM PEAK Two-way Stop-controlled Intersection ' Northbound Southbound Eastbound Westbound L T R L T R L T R L T R ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- No. Lanes 0 1 < 0 0 > 1 0 0 0 0 0 > 0 < 0 Stop/Yield N N Volumes 186 53 14 134 36 8 ' PHF .95 .95 .95 .95 .95 .95 Grade 0 0 0 MC' s (%-) ' SU/RV' s (�) CV' s (%-) PCE' s 1.10 1.10 1. 10 ----------------------------------------------------------------------- ' Adjustment Factors Vehicle Critical Follow-up Maneuver Gap (tg) Time ------------------------------ ------------ - -- Left Turn Major Road 5 . 00 2 .10 ' Right Turn Minor Road 5 .50 2 .60 Through Traffic Minor Road 6 . 00 3 .30 Left Turn Minor Road 6 .50 3 .40 HCS: Unsignalized Intersections Release 2 . 1d RITAF2 .HC0 Page 2 ----------------------------------------------------------------------- Worksheet for TWSC Intersection Step 1: RT from Minor Street WB EB -------------------------------------------------------- Conflicting Flows: (vph) 224 ' Potential Capacity: (pcph) 1066 Movement Capacity: (pcph) 1066 Prob. of Queue-Free State: 0 . 99 Step 2 : LT from Major Street SB NB -------------------------------------------------------- ' Conflicting Flows: (vph) 252 Potential Capacity: (pcph) 1300 Movement Capacity: (pcph) 1300 Prob. of Queue-Free State: 0 .99 TH Saturation Flow Rate: (pcphpl) 1700 RT Saturation Flow Rate. (pcphpl) Major LT Shared Lane Prob. of Queue-Free State: -----------------0_99 ---------------------- ------------- Step 4 : LT from Minor Street WB EB -------------------------------------------------------- S Conflicting Flows: (vph) 380 Potential Capacity: (pcph) 638 Major LT, Minor TH Impedance Factor: 0 .99 Adjusted Impedance Factor. 0 . 99 Capacity Adjustment Factor due to Impeding Movements 0 . 99 Movement Capacity: (pcph) 629 -------------------------------------------------------- Intersection Performance Summary Avg. 95* Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph) (sec/veh) (veh) (sec/veh) -------- ------ ------ ------ ------- ------- ----- --------- WB L 42 629 > 678 5 .7 0 .1 B 5 .7 ' WB R 9 1066 > SB L 17 1300 2 . 8 0 . 0 A 0 .3 ' Intersection Delay = 0 .7 sec/veh vlq 41 Orchard Hill Drive So. Windsor, CT 06074 May 19, 1997 Em So. Windsor Planning & Zoning Commission MAY 20 1997 Attn: Mr. Russell Levack, Chairman Town of South Windsor 1540 Sullivan Avenue South Windsor So. Windsor, CT 06074 planning n Zoning Commission RE: Rita's Commons Assisted Living project Dear Members of the Commission: Please enter this into the record in opposition to the subject proposed project. To preface, the attorney for the applicant erred in an apparent attempt to mislead and dissuade at miniumum the property owners abutting the proposed project by indicating that the project is a permitted use in the Rural Residential Zone. As the Commission recognizes, it is a use permitted only by Special Exception and subject to a public hearing. 1. Section 4.1.12a. of the Zoning Regulations, Senior Residence Development, (SRD), Purpose, states that the purpose of the section is to meet the needs and provide a variety of housing for South Windsor's senior residents. The project proposes to construct and operate 84 assisted living apartment units for this population. There is neither a need for 84 assisted living units for South Windsor's elderly nor are there 84 South Windsor elderly residents who would demand those facilities nor whose income could afford the market rents such a project would require. Thus, these regulations do not contemplate nor should they permit the development of housing to meet the needs of the elderly in other towns, as the applicant proposes. While developers of projects such as that proposed typically view 40-unit projects as more residential and desirable in nature, they seek 80 to 90 units as the optimum for profitability potential. However, the Town of South Windsor is not here to provide or ensure feasibility for developers' projects nor to provide elderly housing for the region for the profit of developers. 1 pg. 2 Section 4.1.12a., continued.- Furthermore, the Town itself will be developing and managing a similar congregate housing project of some 40 units we understand, in the area of the existing Flax Hill elderly residences, for low and moderate income elderly residents of South Windsor. This will obviously meet the needs of the Town's elderly and any additional private project will be in excess of that need. 2. Section 4.1.12c., Application Consideration, states that the SRD provides for single-family detached and multi-family attached senior residences in the Rural Residential Zone. This clearly contemplates low-profile, small scale, typically residential facilities, more in keeping with Flax Hill. The proposed project is a large-scale, single building of 84 apartments, contrary to the intent of the regulation and inconsistent and incompatible with the Rural Residential Zone. Obviously, this regulation neither contemplates nor permits Assisted Living projects since by their nature such individual residences must be operationally housed in a single, large building. 3. Section 4.1.12d., Special Exceptions Review Criteria, states that: dl. traffic impacts will not be detrimental to the residential character of the neighborhood.- The traffic on Orchard Hill Drive is already high due to the substantial use of the road by other neighborhoods and Vernon residents as a cut-through to Oakland Road and to the Mall. Invariably the traffic well exceeds the speed limit, and patrols have been unable to curtail or control the traffic. The proposed project would exacerbate the problem with staff, visitors, vendor, and services traffic. Furthermore, such traffic would be increased above the current levels around the clock. d3. surrounding property values will be conserved and the character of the neighborhood will not be unduly disrupted. Homes abutting an institution and homes overlooking an institution are disrupted in setting and character and are less desirable, either losing value and/or losing appreciation in value in comparison to homes abutting or overlooking normal and typical, smaller and lower-scale residential complexes. Furthermore, the proposed project is inconsistent and incompatible with the neighborhood. At 84,000 square feet and 36' in height, it is overbearing, obtrusive, and institutional in nature and not in keeping with the residential character of the neighborhood. Represented as a 2 1/2 story building, the proposed height of 36' exceeds that of a 2 1/2 story single-family residence. pg. 3 Section 4.9.92d., continued. Consequently, the existing, abutting single-family homes would look down upon the roof of and upon a large, overbearing, obtrusive, institutional building, disrupting and devaluing the character of the neighborhood. Additionally, with the electorate-approved congregate housing to be developed by the Town in the area of the existing flax Hill, an approval of any institutional project such as the proposed would unduly encourage and facilitate development of the balance of the property between the proposed project and the Flax Hill/congregate housing as an "Institution Alley". This would not only negatively recharacterize the entire neighborhood but would violate the intent of the Rural Residential Zone. d7. the SRD proposal will help meet senior housing needs of South Windsor. We refer you again to the objections expressed on the preceding pages 1 and 2, under Section 4.1.12a. d10. the architectural design is aesthetically pleasing and low prole: The proposed project is certainly not of low profile. We reiterate, it is inconsistent and incompatible with the neighborhood. At 84,000 square feet and 36' in height, it is obtrusive and institutional in nature and not in keeping with the residential character of the neighborhood. Represented as a 2 1/2 story building, the proposed height of 36' exceeds that of a 2 1/2 story residence. f. ...Number of Units/Density: The permitted, alternative use of a 13 acre Rural Residential Zone parcel would be not more than 13, and likely 9 or 10, single-family homes on the net usable land. The proposed project's 84 apartments is an excessive use of that land and greatly disproportionate to the alternative permitted residential use. General. The placement of the access road to the project from Foster St. by the developer is indifferent to and inconsiderate of the abutting single-family homes. It tracks directly adjacent to and is in full view of those properties which would look down upon the project, causing disruption of the character of the area, disturbance to the residents, and a detriment to the property values. pg. 4 4. Section III: General Requirements, states that: 3.1.1: No building, structure, or premises shall be erected... or used so as to produce greater heights... for such building, structure or premises for the district in which it is located. We refer you again to the objection stated in the foregoing section 4.1.12d10. 5. General Objections: For all similar projects in the Town of South Windsor at any time, the Town must demand the following restrictions and requirements as conditions of any'zoning approval: 1, The project must be limited in future use to the purpose for which it is originally approved by the Town, i. e., elderly residential use. A project must not be permitted to be converted to conventional apartments, condominiums, or cooperatives, or converted or operated as other institutional uses, should the project prove not feasible to the developer, owner, or operator from a market, feasibility, or profitability standpoint. In the case of Assisted Living projects, stoves should not be permitted in the units at any time, and the providing or use of same must result in revocation of the zoning approval. 2. The Town must supervise the construction of the installation of public water lines through Town Rights-of-Way property in residential neighborhoods and/or which abut private properties. The Town must restrict the destruction of trees and natural habitat for such construction. Any so minimized areas opened by such construction must be replanted with mature trees and shrubs so as to preserve the natural state of the Right-of-Way land and the character of the area. 3. The Town must require the-developer to provide the market study for the project. 4. The Town must require the developer to disclose the ratio of the apartments mix and the rental or purchase prices to be charged. 5. The Town must require the developer to disclose the entity which will be managing the facility operations and the experience of that entity. Additionally, the developer or operator must provide the number of staff and the hours of their shift changes. R pg. 5 General Objections, continued. 6. Driveway, road, or other on-site outside project lighting must not be allowed more than 2' in height. 7. Only mature, tall plantings must be required for screening of projects' buildings, driveways, and roads from neighboring single-family residences. 8. The Town must ensure that any road surface disrupted or damaged by the construction of a project is repaved and restored in its entirety to Town standards. We urge that you reject the proposed project. Thank you. Sincerely, C Z?- je& Charles A. Regulbuto �n1 In1 270 Amity Road v Q \_I PLANNING Woodbridge,Connecticut 06525 Q \�I ENGINEERING WAND DESIGN Telecpo er: (203)397-3642 HAND DELIVERED May 20, 1997 Ms. Marcia Banach Q-r Director of Planning Town of South Windsor 'IRV 1540 Sullivan Avenue MAY 20 South Windsor, CT 06074 1997 South Windsor RE: SITE TRAFFIC EVALUATION STUDY Planning & Zoning Comnlission RITA'S COMMONS FOSTER STREET SOUTH OF ORCHARD HILL DRIVE SOUTH WINDSOR, CONNECTICUT Dear Ms. Banach: Enclosed are one (1) original and twelve (12) copies of the subject traffic study for distribution to Town officials as you deem appropriate. I will be attending the Planning and Zoning Commission hearing on the evening of May 27, 1997 to present our findings. Please let me know at your earliest convenience if there are any questions or if you require additional information regarding this matter. Best regards. Very truly yours, (I-- JU&V�All James G. Bubaris, P.E. Principal Enclosures (13) cc: Mr. John C. Chakalos Mr. Peter J. Alter Chakalos Investments, Inc. Attorney at Law 52 Overlook Drive 155 Sycamore Street Windsor, CT 06095 Glastonbury, CT 06033 Mr. Peter DeMallie Design Professionals, Inc. 165 South Satellite Road South Windsor, CT 06074 DR. CLARENCE WELTI, P.E., P.C. GEOTECHNICAL ENGINEERING .,1 7 227 Williams Street • P.O. Box 397 Glastonbury, CT 06033 (860) 633-4623/FAX(860) 657-2514 May 22, 1997 Mr. John Chakalos Chakalos Investments, Inc. 52 Overlook Road Windsor, CT 06095 Re: Rita's Commons; Foster Street; South Windsor, CT.;Geotechnical/Geohydrological Study Dear Mr. Chakalos: 1.0 Herewith are boring data pertaining to the above. Four borings were drilled to and into the bedrock to a maximum depth of 19.5 feet below existing grade. Monitor wells were placed in three of the borings to define the on-going water levels. The site was physically inspected by the writer on 22 May 1997 and measurements were taken at the monitor wells at that time. 2.0 Topographically the site is situated on a hillside above Foster Street and somewhat below a residential subdivision to the north. The entry onto the site at Foster Street is about Elev. 250 and the highest area on the site is at about Elev. 310. The first floor of the building will at about Elev. 271. In the area of the building the existing grades range from Elev. 260 to Elev. 280. The existing topography at the proposed upper Detention Basin is between Elev. 255 to about Elev. 263. The site slope is generally downward to the southwest with slopes up to 14% at the steepest areas near the northwest corner of developed area and about 5 to 7% near the Detention Basin. Much of the surface runoff is toward a wetlands, largely off site to the southwest. 3.0 The Geology of the Site and Environs is mapped on the Manchester USGS Quadrangle. The area of Foster Street above about Elev. 255 is generally Glacial Till or Ground Moraine. The depth of overburden is generally less than 10 feet and there are rock outcrops to the north of the subject project entrance from Foster Street. The bedrock is an Arkosic Sandstone. The terrain below Elev. 255 is generally of Glaciofluvial origin. 3.1 Site Specific Borings indicate the depth to bedrock at the northwest corner (highest 1 point) to be less than 3 feet below grade or at about Elev. 295. The overburden (soil) depth at the upper Detention Basin and Bio-Filter the bedrock was at 10 to 15 feet below grade (about Elev. 247). 3.2 Ground Water Levels at the subject development is controlled by the bedrock and the dense till (or hardpan), overlying the bedrock. The water table at the high portion of the site appears to be in bedrock or just above the bedrock. Near the Detention Basin, where topography flattens slightly the water table rises to within 5 feet of grade. Two monitor wells in this area indicated the water table to be at about Elev.253 after a 28 hour period or about 3 feet below grade at the low end of the Detention Basin. This area is roughly at the interface of the Till and the Glaciofluvial Sands and Sand Gravels. The water in proximity to grade under the above conditions is normal,where the topography changes gradients and soil type (from about 14% gradient to about 5% gradient and from the dense Till to the more pervious overlying Sands. With a relatively low permeability and relatively thin soil overburden the water table follows the topography atop the bedrock. When the grade flattens there is a requirement for the flow to have a deeper saturated area, which results in ther water table rising to well above the rock intothe more pervious surficial soils and comming closer to the ground surface. To the south of the site there is a wetlands area, which reflects the condition of poor draining soils with flattened gradients. 4.0 Regarding the General Geohydrologic Patterns at the site and environs the above described pattern will be prevalent over most of the terrain above Elev. 255. To the south in the flatter areas of the subject site near Foster Street north of where Farm Brook inpinges on the street the geology of generally of Glaciofluvial origin and sands and gravels tend to predominate the soil types in this formation. The ground water receptor for seepage from the subject site and surface water from much of the site is Farm Brook. The ground water gradients in the sands and gravels are generally quite flat and are controlled by the receptor stream gradients, as well as the depth to the hardpan. Ground water flows in the sands and gravel are on the order of 100 times higher than the flows for a given thickness and gradient in the hardpan. The cultivated field at the west side of the site near Foster Street will be atop a Silty Sand with the probable water table at 4 to 10 feet below grade. This area will probably produce a substantial amount of ground water recharge for shallow wells across Foster Street. 4.1 Hydrologically the present drainage pattern directs the storm runoff in a southwesterly direction to the off site wetlands, cited above; although the upper part of the site tends to flow more westerly. The ultimate receptor for a substantial part of the runoff appears to be a branch stream off Farm Brook, although a small portion appears to drain to the main channel of Farm Brook. The future storm runoff from the site will go largely into the Detention Basin and Bio-Filter toward the wetlands in the present drainage pattern. The area along the access road will go into a small Detention Basin at Foster Street to carried with piped drainage to Farm Brook. The future drainage pattern does not appear to be significantly altered from the existing patterns. The increased areas of "hard" surface will locally increase the runoff intensity. Ihis increased intensity is mitigated by the Detention 2 system and quality of flow off site into the wetlands will match existing quality. 5.0 Considering the above the effects on neighboring properties is as follows: 5.1 Regarding possible effects on nearby bedrock wells the effects will nil. First the major recharge is to the northwest and the proposed facility will have a piped public water supply. The on site Detention Basins will assure that the ground waters away from the facility are not altered and the Bio-Filters will exclude any decrease in water quality. Most of the houses with the rock wells are in fact away from the outlet from the Bio-Filters. Some rock removal will be required,but it appears that this rock(based on the borings) can be removed without blasting. While the effects will be nil from the subject development, it should be noted that shallow rock wells in South Windsor have experienced lowered water flows during prolong droughts. 5.2 Regarding the potential effects of the development on a shallow (overburden) well across Foster Street from the subject facility entrance road it appears that this well is approximately at the interface of the glacial till and glaciofluvial deposits. This configuration has typically produced reliable water supplies. As stated above the ground water patterns are being locally altered near the proposed building to the extent, that water will be collected around the building. Part of this ground water collection will in the weathered bedrock.This will have no measurable effect on water table or ground water flows at Foster Street. As an example a footing drain or underdrain along about 300 feet of the hillside at the building would extract less than 2 gallon/minute. The recharge on the terrain above Foster Street, which flows towards the overburden well is well in excess of 200 gallons per minute. Furthermore the proximity of the glaciofluvial sands will provide a the main recharge source and a reservoir for storing wet season flows. Even the small amount of ground water,taken at the building,is recharged below the building. The cultivated field will only be disturbed by the access road to the site. While arguably this can produce possible contaminants, the existing Foster Street would also produce contaminants and tractor droppings in the farm field could also produce contaminants. The development with single family houses would produce potentially more contaminants, than the presently proposed development on the subject site. The lower small Detention Basin will collect and mitigate the storm water runoff from the access road below the upper Basin. Flow from this basin will go to the storm drainage system. The proposed detention basin would permit monitoring of any runoff for roadway oils other droppings, which is not the case with the present farm use. 5.3 Regarding the effects on the wetland and Pond to the south the surface drainage patterns are not being altered. The small increase in runoff intensity from increased "hard" surface would be readily mitigated by the Detention Basin and the Bio-Filter system. The final cleansed runoff will approximate the existing runoff, both quantitatively and qualitatively. 6.0 In summary the proposed site development does provide approximate duplication of 3 existing hydrological and geohydrological conditions,as close as possible and certainly to the extent that significant effects on neighboring properties from any changes in such conditions would be excluded. The development of the site is essentially limited to construction in the dense hardpan, which would generally exclude an impact on water supplies or changes in off site surface flows. The area of potential recharge in the lower part of the site will only include the access road to the building. The development of the site with the subject facility clearly represents the least intrusive geohydrological and hydrogeological impact of any permittted uses on the site (other than letting the land remain as a farm or lie fallow. Very truly yours, Clarence Welti, PhD, P. E. Pres. Dr. Clarence Welti, P. E., P. C. 4 - CLARENCE WELTI ASSOC., INC. CLIENT PROJECT NAME P.O. BOX 397 RITA'S COMMONS GLASTONBURY, CONN 06033 LOCATION CHAKOLOS INVESTMENTS FOSTER STREET; SO.WINDSOR, CT AUGER CASING SAMPLER CORE BAR. OFFSET SURFACE ELEV. HOLE NO. A TYPE HSA SS LINE&STA. 298 +/- GROUND WATER OBSERVATIONS START SIZE I.D. 3.75" 1.5" DATE 5/21/97 N.COORDINATE AT none FT.AFTER 0 HOURS HAMMER WT. 140LBS E.COORDINATE AT FT.AFTER HOURS FINISH 5/21/97 HAMMER FALL 3p DATE STRATUM DESCRIPTION NO. BLOWS/6" DEPTH + REMARKS ELEV. DEPTH SAMPLE A 0 TOPSOIL 50 RED/BR.FINE-M ED.SAND,LITTLE SILT,SOME FINE-MED.GRAVEL &SANDSTONE FRAGMENTS SANDSTONE 2.0 295 5 1 60 5.00'-5.50' AUGER REFUSAL @ 8.0' .0 290 10 285 15 280 20 275 25 270, 30 265 35 LEGEND:COL.A: DRILLER: FAULKNER SAMPLE TYPE: D=DRY A=AUGER C=CORE U=UNDISTURBED PISTON S=SPLIT SPOON INSPECTOR: PROPORTIONS USED: TRACE=0-10% LITTLE=10-20% SOME=20-35% AND=35-50% SHEET 1 OF 1 THOLE NO. A CLIENT PROJECT NAME CLARENCE WELTI ASSOC., INC. P.O. BOX 397 RITA'S COMMONS GLASTONBURY, CONN 06033 LOCATION CHAKOLOS INVESTMENTS FOSTER STREET; SO.WINDSOR, CT AUGER CASING SAMPLER CORE BAR. OFFSET SURFACE ELEV. HOLE NO. B 286 +/ TYPE HSA SS LINE&STA. GROUND WATER OBSERVATIONS START SIZE I.D. 3.75" 1.5" DATE 5/21/97 N.COORDINATE AT none FT.AFTER 0 HOURS HAMMER WT. 140LBS E.COORDINATE AT Fr.AFTER HouRs FINISH 5/21/97 HAMMER FALL 30" DATE DEPTH SAMPLE A STRATUM DESCRIPTION NO. BLOWS/6" DEPTH + REMARKS ELEV. 0 TOPSOIL .50 RED/BR.FINE-CRS.SAND,SOME FINE-CRS.GRAVEL 285 &SANDSTONE FRAGMENTS 5 1 45-60 5.00'-6.00' 280 SANDSTONE 8.0 10 2 60 10.001-10.08, 275 15 270 20 AUGER REFUSAL @ 19.5' 19.5 2" DIA.PVC WELL INSTALLED @ 19.5' 265 10'SCREEN, 12 RISER, 1.5' STICKUP 25 260 30 255 35 LEGEND:COL.A: DRILLER: FAULKNER SAMPLE TYPE: D=DRY A=AUGER C=CORE U=UNDISTURBED PISTON S=SPLIT SPOON INSPECTOR: PROPORTIONS USED: TRACE=0-10% LITTLE=10-20% SOME=20-35% AND=35-50% SHEET 1 OF 1 HOLE NO. B • CLARENCE WELTI ASSOC., INC. CLIENT PROJECT NAME P.O. BOX 397 RITA'S COMMONS GLASTONBURY, CONN 06033 LOCATION CHAKOLOS INVESTMENTS FOSTER STREET; SO.WINDSOR, CT AUGER CASING SAMPLER CORE BAR. OFFSET SURFACE ELEV. HOLE N0. C TYPE HSA SS LINE&STA. 257 +/- GROUND WATER OBSERVATIONS START 5/21/97 SIZE I.D. 3.75" 1.5" DATE N.COORDINATE AT 4.0 FT.AFTER 0 Houas HAMMER WT. 140LBS E.COORDINATE AT FT.AFTER HOURS FINISH 5/21/97 HAMMER FALL 30" DATE DEPTH SAMPLE A STRATUM DESCRIPTION NO. BLOWS/6" DEPTH + REMARKS ELEV. 0 TOPSOIL .50 RED/BR.FINE-MED.SAND,SOME SILT,FINE-MED.GRAVEL &SANDSTONE FRAGMENTS 255 5 1 21-31-35 5.00'-6.50' 250 10 :: WEATHERED SANDSTONE .5 2 60 10.001-10.08, 245 15 AUGER REFUSAL @ 14.5' 14.5 2" DIA.PVC WELL INSTALLED @ 14.5' 10'SCREEN, 7 RISER, 2.5' STICKUP 240 20 235 25 230 30 225 35 LEGEND:COL.A: DRILLER: FAULKNER SAMPLE TYPE: D=DRY A=AUGER C=CORE U=UNDISTURBED PISTON S=SPLIT SPOON INSPECTOR: PROPORTIONS USED: TRACE=0-10% LITTLE=10-20% SOME=20-35% AND=35-50% SHEET 1 OF 1 HOLE NO. C CLARENCE WELTI ASSOC., INC. CLIENT PROJECT NAME P.O. BOX 397 RITA'S COMMONS GLASTONBURY, CONN 06033 LOCATION CHAKOLOS INVESTMENTS FOSTER STREET; SO.WINDSOR, CT AUGER CASING SAMPLER CORE BAR. OFFSET SURFACE ELEV. HOLE NO. D TYPE HSA SS LINE&STA. 262 +/- GROUND WATER OBSERVATIONS START 5/21/97 SIZE I.D. 3.75" 1.5" DATE N.COORDINATE AT 6.0 FT.AFTER 0 Hours HAMMER WT. 140LBS E. COORDINATE AT FT.AFTER Hours FINISH 5/21/97 HAMMER FALL 30" DATE DEPTH SAMPLE A STRATUM DESCRIPTION NO. BLOWS/6" DEPTH + REMARKS ELEV. 0 RED/BR.FINE-MED.SAND AND SILT,SOME FINE-CRS.GRAVEL &COBBLES 260 RED/BR.FINE SAND,LITTLE SILT 3.0 5 • 1 25-27-25 5.00'-6.50' RED/BR.FINE-MED.SAND AND GRAVEL,SOME COBBLES,TRACE 7.0 255 SILT 10 2 14-44-60 10.00'-1 1.50, 250 WEATHERED SANDSTONE 14.0 15 AUGER REFUSAL @ 15.0' 15.0 2" DIA.PVC WELL INSTALLED @ 15.0' 245 10'SCREEN, 7 RISER, 2.0' STICKUP 20 240 25 235 30 230 35 LEGEND:COL.A: DRILLER: FAULKNER SAMPLE TYPE: D=DRY A=AUGER C=CORE U=UNDISTURBED PISTON S=SPLIT SPOON INSPECTOR: PROPORTIONS USED: TRACE=0-10% LITTLE=10-20% SOME=20-35% AND=35-50% SHEET 1 OF 1 HOLE NO. D MEVURANDUM To: Marcia A. Banach, Director of Planning From Jerry C. Iazzetta, Town Engineer , DATE: May 23, 1997 RE: RITA'S COMMONS — 97-28P We have reviewed the revised drawings dated May 19, 1997 for the proposed Rita's Commons Site Plan and have the following comments: i L Foster,Street is about 22'wide at the entrance to this proposed facility. The roadway should be widened to a point such that from the centerline of the exis:11ng roadway to edge of new pavement the dimension is 15'. 2. Is this a subdwision of N/F Krawski property? ( .j The street ifnehould be established, monuments placed and coordinated, and area deeded to Town. 4. Sheet 6.11 a. Have test pits been taken to determine if groundwater is high in this area — especially in detention basin where there is a 10 foot cut? If not, they should be taken. b. Will sidewalk be required for this facility from building to Foster Street? C. WPCA approval will be required. JCl/jsv MEMORANDUM TO : Marcia A. Banach, Director of Planning FROM: Jerry C. Iazzetta, Town Engineer /M Pf Z3 DATE: H&T 9; 1997 RE: RITA' S COMMONS - 97-28P We have reviewed the drawings dated 1997 a�%4_t4Q-. $y ro10Qir_ Study datt�nrZ� �aT.—n=�;. for the proposed Rita ' s Commons Site Plan and have the following comments : effi etmdryi9eeR eeeqcesbe&9 Foster Street is about 22 ' wide at the entrance to this proposed facility. The roadway should be widened to Q P�� 4&fL Is this a subdivision of N/F Krawski property? 4treet line • should be established, monuments placed and coordinated, �vµ and area deeded to Town. Sheet 6 ., Have test pits been taken to determine if groundwater is high in this area - especially 14 deteption basin e there is a 10 foot cut? rc+rs s T vzrQ—f3 v h be a catchb to r e f th ater ex' the ba e Will sidewalk be required for, this facility from building to Foster Street? I� ,;WPCA'appro"va]� will be required-" JCl/j sv J 197/MABMEMOS/rilasway I COMPARISON of CONVALESCENT. MULTI-FAMIL Y and ASSISTED LIVING CONVALESCENT MULTI-FAMILY ASSISTED LIVING Independent Living Units NO YES YES Family Unit NO YES YES Private Bedroom NO YES YES Kitchen NO YES YES Private Bathroom NO YES YES Unfurnished NO YES YES Not Medicaid Eligible NO YES YES Not Medicare Eligible NO YES YES Not Licensed NO YES YES Primarily Ambulatory NO YES YES Provide Transportation to Medical and Recreation NO YES YES Areas Reserved for Tenants' Automobiles NO YES YES Rates Not Controlled by State NO YES YES No Medical Director, Administrator, etc. NO YES YES No Staffing Requirements NO YES YES Edwin, „jh Windsor Zoning Appeal Rita's Commons Assisted Living Facility PH 5/27/97 1. Rf lh pee ' ex 4c n defi an ov r a gisted: and Scn .1.� re;" n ect-on allows PZC to approve as special exception uses hospitals, sanitariums and pp p p p > convalescent homes. The Commission made a determination on November 12, 1996, that assisted living facilities as described by the applicant at that meetingS�cn ��0 6.e-are included in the convalescent homes use group. At the AT„v,....,.be f 12449 ,meeting;thy-applic-ant_indicated that, siar-4eeonvales , Certi-&atc_of-Need-fr-o"e-State is-required-for the proposed-use. 2. t- �xhe RR_�is 1. proposed 1. s 1-3=acres. Proposed impervious coverage is 25%, 50% allowed. The proposed development appears to conform to zoning requirements. 3. P d. WPCA approval is required%� 4. Therer-ar-& gWat-ed -- - . IWA/CC approval was granted on May 22, with a $5000 bond and no unusual approval conditions. IWA/CC has forwarded a memo to the Commission: --READ MEMO-- 5. ADRC reviewed this plan and noted that the building seems well-designed, particularly considering the mass of the building. It is architecturally interesting and includes a good landscaping plan. ADRC suggested introduction of thicker understory plantings along the boundary with existing residences. ADRC has requested that minimal disturbance occur during construction of the water line. The ADRC wants to review the lighting plan when it is 6. There is no formal buffer requirement for this site. Now nw-,Ue applicant has incorporated screening into the plan, particularly along the north property boundary abutting the existing residences. piled vcrams-seettoii-4hbVing-the-proposed-icreeni -af1years' dime and-a atur-ity. This application has the screening advantage of being located on land that is lower than the abutting residences, therefore increasing the effectiveness of screening efforts. u P park fc t- s.:fac l is-44-5-s the-appl t-isprovi&ng 90 spas-torhandl o cas on-visitor-demand. 8. Foster Street is classified as a minor collector street. Minor collector streets generally have 24-hour traffic volumes between 1,000 and 3,000 vehicles. The traffic engineer has estimated the 24-hour vehicle count at about 2500 vehicles per 24 hours, which is within the expected traffic volume for a minor collector street. The traffic report shows low daily and peak hour traffic projections as would be anticipated for a facility of this type. e 9. Margaret Kemp, Senior Services Director for South Windsor, has indicated that there is a strong need for facilities of this type in South Windsor. She notes that there are many South Windsor residents who are caregivers to their elderly parents living in other towns. These caregivers spend much time attending to the needs of their elderly parents and are very anxious to bring the elderly parents into South Windsor. Such a move results in a tremendous quality of life improvement for the caregivers themselves, as well as the elderly parents. Ms. Kemp notes also that in general, seniors will move into a location such as the proposed facility because they already have ties with residents of the community. A senior residence facility could be anticipated to impact Town senior services and facilities such as meals on wheels and dial-a-ride transportation. However, this facility will provide its own meals and senior transportation, as well as its own gathering and recreation areas; therefore, its impact on Town services and facilities would be expected to be minimal. 10.Special exception criteria for Commission consideration include: • Traffic impacts will not be detrimental to the residential character of the neighborhood; • There will be minimal adverse effects on existing uses in the area; • Surrounding property values will be conserved and the character of the neighborhood will not be unduly disrupted; • Impacts will not be detrimental to the capacity of present and proposed utilities, streets, drainage systems, sidewalks, and other infrastructure; • The land is physically suited to the proposed use and minimal adverse environmental impacts are created; and • Due consideration to preservation of historic factors has been demonstrated. In addition, the lot area must include at least 1/10 acre for each person accommodated, including patients and employees. The application as proposed meets the minimum acreage requirement. / s �� t v S C-6 wu-eev V(O Id�� Memorandum To: Russell Levack, Chair-South Windsor Planning and Zoning Commission CC: IWA/CC From: Elizabeth A. Warren-Chair, South Windsor Inland Wetland/Conservation Commission Date: May 27, 1997 Re: Rita's Commons Assisted Living Project. At the May 21st meeting of the IWA/CC, the Commission approved the conservation plan of Rita's Commons Assisted Living project on Foster Street. During the discussions of their approval toncerns were raised as to the effect on neighboring wells. There is a well to the ............ ......... ...... ...... northwest:O site, one across Foster Street, and one immediately to the south of the '................ ........... .................- --- ------- ........... ------- M�tention basin. It is the recommendation of the Conservation Commission ............................ stormwat6t.. e ...................... .................... ....................... ... ................ M.-T.""I "d capacity that the effects on groundwater quality and most especially ............... .. -----------... .. acting 4"-f-sawisory.................... ......... ........................ --- ............ in relation to the proposed project. ................... quantity bevaluated ................... .. .... ...... . y, 5e: ........... .... . ........... ......... ­­-­%­_­............. ................................. .......... ................ ............... ......................... ........ ....... ............................... %......... ............ ..... ...... ............. - ................. The Co.............. MMIssion would recommend that any approval contain a condition that all sediment ............ b -annually or twice a year. This would give the structur*'e'*s.., ..e..�i,nspected and maintained bi ..................... -me'ans nece Town th, _J:........ ssary to properly enforce this measure. In addition, in order to ................ maintaim diverse wildlife habitat at the corridor along the southern boundary we recommend that the cleared areas south of the parking lot be maintained in a "meadow' U condition, mowed once a year. This would create a "soft" edge or gradual transition to the shrub layer. A snow shelf of adequate width would be maintained as turfgrass. ................ ........ . ...... .. . . ........... X`.::::-:-X.-..... .. ......... .......................... .. . ..... . ............ ................... ... . ...... .. .. ................... ..................X .. ...... . ....................... ................ ........ ......... ............. ........... 10 NN se" C� 0 G :J s 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 SOR•COr�� AREA CODE 860/644-2511 CERTIFIED MAIL May 29, 1997 John C. Chakalos Chakalos Investments, Inc. 52 Overlook Drive Windsor, CT 06095 Dear Mr. Chakalos: Re: Appl#97-28P, Rita's Commons/Assisted Living Facility At the May 21, 1997 regular meeting, the Inland Wetlands Agency/Conservation Commission approved appl#97-28P, Conservation Plan Approval for the construction of an 84 unit Senior Assisted Living Facility on property located easterly of Foster Street and southerly of Orchard Hill Drive, RR zone(Assessor's map #53, portion of Parcel No. 65)as shown on plans prepared by Design Professionals, Inc., Job #96-970 and dated April 15, 1997. This approval is subject to the following conditions: 1. One blueprint copy of the entire set of plans and this letter reproduced thereon,must be submitted to this Commission. This must be completed within 65 days of approval prior to any construction activity on the site. 2. Construction activities shall be subject to the approval of the Town Engineer. 3. The application shall indemnify and hold harmless the Town of South Windsor against any liability which might result from the proposed operation or use. 4. The permit is valid for five years and shall expire on May 21, 2001. It has been IWA/CC's policy to notify landowners)/applicant(s) of expiring wetland permits. However, it is the landowner(s)/applicant(s)responsibility to track expiration dates and notify the Commission of a renewal request at least 65 days prior to expiration. 5. All approvals required must be obtained and submitted prior to any activity on the site. 6. A contact person shall be identified on the plans. 7. We recommend a bond is the amount of$5,000 to be submitted to the Planning&Zoning Commission to ensure compliance with the Erosion and Sedimentation Control Measures. 06-84-1997 11:18RM FROM NORTHEAST ALLIANCE -SEDC TO 918606443781 P.01 r ; i G ( # 614/97 # TO: Marcia Canach j Director of Planning { Michelle Lipe j r Asst. Director of Planning Town of So. Windsor FIR M: Charles Regulbuto j ( 41 Orchard Hill l7r So. Windsor � y RE: PROPOSED RITNS COMMONS P suant to the questions by the Commission of the subject applicant's traftio I a eft at the{public hearing on 5127 about the sight lines on Foster St. too the pr at project entry road, I drove North on Foster St, last week to personally 9ayge.the tinie and distance_ I { Afar coming up out of the dip in the road (from where there is zero visibility of 4 the proposed ingress/egress road) and then up onto the last hill before!that proposed road, there is actually less than 200 to where the antra road would be, in ntrast to;the testimony. Further, at 4� mph it takes about 4 seconds from the point of visibility do that hill l to a point of impact at the proposed read. Obviously, these factors would pry sent an extremely dangerous traffic hazard. May.1 suggest that the Planning, Engineering, and Police Departments'review this situation. It would also be beneficial for all in Town involved in the: { ct elderation of the project to drive Foster St. and personally experience that sight line situation and its potential hazard. E ec, ov� 4 4t 06-13-1997 10:28AM FROM NORTHEAST ALLIANCE —SBDC TO 919606443791 P.02 I � i s s ,( 4 £ ill 1 3/07 I ' i { t i4 RIEC •I� .. :SAX TQ: rbia Banach ; eotor of Planning � � I N1 chella Lips i q, st. Director of Planning SOUTH W Town of South Windsor INDSOR PLANNING DEPT. FROM: Charles Regulbuto ! 41 Orchard Hill Dr. s $.i Windsor f f � I RE: F OPOSED RITXS COMMONS 1!i) t On�197 l sen you a fax noting sight line tl' a and distance going Nlorth on ! roster St. to tt proposed ingresstegress road for the propdsed project relative f to rejection of ' id project. This is to sup 'lament that fax. I erred in both the time and distando, The distance froni tl�e top of the last hill before thqpe proposed i�ngress�,cgress road! 1 is not 20V but!l less than 15Y, and the tray l time at 45.mph is not 4 seconds but 2 seconds Obviously,,thie time and distance oxacerbates the potential of an extremely dangerousAraff c hazard at that point on Foster St. and warrants rejection of the i project application. i I i I i I TOTAL P.02 MEMO From: 1izn4"4 12- To: Town Clerk, Town of South Windsor Date: 6 - '� Y _ S ? Subject: Disqualification By means of this memorandum, I am disqualifying myself from any/all participation in matters concerning: Application No. �f- 7_a Name of Project Reason for Disqualification 'ev,1 6 / A-/¢c.t s .^_( r Uh�����tw �'¢t / v�� c !+ eca..�.J All C./ C<n'J C/ vommissioner and/or Councillor memo....memo....memo....memo....memo....memo....memo....memo....memo t O*N se44 4� s 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 SOR•cor`�� AREA CODE 860/644-2511 June 26, 1997 Mr. Charles Regulbuto 41 Orchard Hill Drive South Windsor, CT 06074 Dear Mr. Regulbuto: In response to your facsimile communication of this date, I offer the following. 1. The Planning and Zoning Commission's public hearing for the Rita's Commons Assisted Living Facility was held on May 27, 1997. Subsequent to that hearing, on June 4 and June 13, I received fax communications from you via your observations regarding sight lines for the proposed driveway for the subject development. As both communications were received after the public hearing was closed,neither communication could legally be introduced to the Commission. Case law provided to me previously from the Town Attorney is also quite clear that Town staff cannot be used as a conduit for information provided outside of the public hearing. Town staff concerns regarding this application were presented to the Commission at the public hearing. 2. As you can imagine, trying to track individual citizen requests to be kept informed regarding specific items is almost impossible,but there are several ways for residents to keep informed. You may track resubmittal of plans by checking the legal notices in the Journal Inquirer(the Planning &Zoning Commission generally advertises on the two Thursdays preceding the scheduled public hearing), and watching for the yellow Application Pending signs to appear on the property frontage. All proposed zoning amendments are advertised in the Journal Inquirer in the same manner. Also,please feel free to contact my office at any time to inquire whether new plans or zoning amendments have been submitted. Finally,we can also add you to our PZC agenda mailing by receiving from you a supply of self-addresssed, stamped envelopes. (The agenda mailing is not selective; you would receive each agenda until you _ stop supplying us with envelopes). Very truly yours, Marcia A. Banach, AICP Director of Planning cc: Matt Galligan, Town Manager ,�06-25-1997 03:03PM FROM NORTHEAST ALLIANCE -SBDC TO 918606443781 P.01 i rf i f 6/24/97 FAX TO: Marcia Danach D ector of Planning f T wn of South Windsor i FROM: Charles Regulbuto f 41 Orchard Mill Drive South Windsor i 1.' Re. the q ita Commons project denial, ;can you Pleas6l advise as to why the dabgerous "tion of the proposed incyr�ssleyress roam of said project oi-t Foster St, and the extremely hazardous traffiip safety condition which would have j reiult was.a parently not reported on by Manning, Engineering, and Safety staff 40d submi.ted in consideration of that denial? i ` 2.' Please i dicate in your records that I Wish to be informed as to if and when this Planning and Zoning Commission or any other successor plans or proposes to rasiise the current regulations to add to, MI odify, or expand them r1oativ.0 to provisions for Assisted Living facilities in any gone. I Thank you. i 1 I k i I f � j 1 TOTAL P.01 10*N Sf4C J 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 '`<tosoR Co C AREA CODE 860/644-2511 CERTIFIED MAIL June 26, 1997 John C. Chakalos Chakalos Investments, Inc. 52 Overlook Drive Windsor, CT 06095 Dear Mr. Chakalos: Re: Appl #97-28P, Special Exception and Site Plan of Development We regret to advise you that the Planning & Zoning Commission voted on June 24, 1997 to deny the above-referenced application. The Commission determined that this application did not meet the following Special Exception criteria enumerated in Section 4.1.8 of the Zoning Regulations: 1. There will be minimal adverse effects on existing uses in the area, and 2. surrounding property values will be conserved and the character of the neighborhood will not be unduly disrupted. Very truly yours, PLANNING &. ZONING COMMISSION ussell G. Le ack, Chairman RGL/pmm Cc Town Engineer Chief Building Official Design Professionals, Inc. .Attorney Peter Alter CN LAND PLANNERS LANDSCAPE ARCHITECTS A r. Hol GOLD LtAP/PAINTED LOGO YV Rolla I��rABUR6ANPY ACCENT BOROM v MI M C.OI.ONIAL 5*N PLATE H/CARVED GOLD LEAP PROXOT NAIL<ADDRC-SS:BOTH SIPM-TYP. iv ®r q 6IX6'POSTS TO BE ® 11 GHAMf-L-R®t PAINTID riiITE. Roster 91rerf Jc 6 5/4' Gntrance PAINTED GRAPHIC SCS DARE FEET OF SION PACE, IS.a OF(PER SIDE,PACH SIGN) 10 5P.(50TH 5I6W Main Entrance Sign (,1 Not To Salo ■ 571 HOPMEADOW STREET SIMSBURY, CONNECTICUT 06070-2416 (860) 658-1988 FAX (860) 658-1217 ■ ■ JEFFREY A.GEBRIAN,ASLA ■ GARY R.HATH ■ HENRY W.WITHERS,ASLA ■ Planting Buffer Section— 5 Years L1 says.vie r o — � t i ! Planting Buffer`Section- Mature U Scale:Vte-t-O 3NY� 3Nb'lp O , � 1 dnV 30nadS b M°Tyr Qj ACH ono � a �o wv�(7701 Al 13s Ab .. c3 . W pRNE 0_ N ,, . �_ J ti by/ 67 O��JE R/pC�t 'DR I vF � +t X�4 F i COLONIAURICHMOND GLOBE/MANOR II GLOBES/ 9623-TF/3910-T Features our--.- historic G16/508/3907-P Scales 9' overall height Assembly colonial design with clear-(antique)seeded with our 16" globe in acrylic or, center cap acrylic lens and our unobtrusive polycazbonate. Design features tapered wattage, u refractor/reflector, for'high performance. fluted pole and our distinctive flared globe; arms and d Scales 15" M!'H and provides downlight fitter. Ladder rest is = available_ .when: Green: wit via open legs (shown). Our closed base is specified._ Scaled : for 50, 75 or 100w becomes 9 recommended for_high wattages.-With our mercury vapor and 56- or 70w high The 18" gl. refractors the;fixture can:handle 100, 175 pressure sodium.Coordinated wall bracket mercury o or 250w mercury vapor,_70, 1007 150 or is shown on page 55. Unit--will also carry high prey. 2500_high pressure sodium or 70, 100, our A840 ornamental acorn; See page 14 specified 150 or__250w fiiefal 'halide 1 for more details. _ mercury v, Specifications, Specifications, Standard Fixtures and Arms. Optional Equipment. Fixture shall be Underwriters.Laboratories listed for wet locations: Houseside Shielding shall Housing shall be fabricated from a one piece extruded aluminum consist of two shielding side panel with mitered corners that are internally welded and components permanently sealed for weathertightness.A press-formed aluminum top cover installed at the Kim factory. shall interlock with the housing,and have a continuous seal of One component shall reduce silicone rubber resistant to weathering,moisture,UV and ozone.Top light directly from the lamp, shall be peaked for increased strength and efficient water runoff. and the other component shall reduce reflected light.(For Optical Chamber shall consist of a one piece hydroformed Kim clear lamps only.Not available reflector with a highly specular Alzak'D processed surface and a for 1000 Watt.See catalog A2 socket assembly. Mogul base socket shall be mounted in a one for photometrics.) piece casting which is fully gasketed at the reflector surface.All Lexan®Shield shall be one wires to the socket shall be gasketed at point of entry into the optical piece vacuum formed clear chamber. Reflector side walls and top shall be contoured so that no polycarbonate to operate with light is reflected back into the larng arc tube,for optimum lamp life a maximum of 250 watts. and performance.For EKG 401 sCies,reflector shall hinge down for (Shield may be used with ballast access using two quarter-turn latches,and snap out for 400W.HPS in locations where installation ease.All MH lamps,all HPS lamps 200 watts and up, ambient air temperature and all MV lamps 400 watts and up shall be supported at the tip by during fixture operation will not a harness.All High Pressure Sodium fixtures shall be provided with exceed 85°F.).Lexan Shield the appropriate 4KV or 5KV pulse rated socket. shall be semi-pyramidal in Lens Frame Assembly shall consist of a 3/16"thick impact resistant shape for high thermal. clear tempered glass lens enclosed by a one piece molded high resistance,impact resistance temperature gasket.Lens and gasket shall interlock in an extruded and light transmission. It shall aluminum frame which shall hinge at the pole end, and shall close replace standard glass lens as and tightly seal the optical chamber by four gasketed vibration- an integral part of the lens : proof quarter-turn fasteners.Lens frame shall be removable without frame.Caution: Use only when - tools by means of quick-disconnecting hinges. vandalism is anticipated to be All Electrical Components shall be UL recognized and be an high. Useful life is limited by integral part of the fixture. Ballasts and related components shall be discoloration caused by UV integrated onto a single mounting plate as a self-contained from sunlight,mercury vapor and metallic halide lamps. subassembly.On EKG 401 fixture,ballast assembly shall attach to Photocell Receptacle shall be integrally mounted to accept NEMA the fixture using quick-disconnecting key slots.On EKG 501 and base photocells(by others).When two,three,or four fixtures are EKG 601,ballast assembly shall attach to fixture with quick- mounted per pole,one fixture shall be furnished with an installed disconnect no-tool hinges and latches.Fast field wiring shall be receptacle(plus a relay when required)to operate the others. provided for by prewiring all electrical components with quick- Photocells shall be furnished by others. disconnect plugs.All ballasts shall be the component type capable Wood Pole Mounting shall be by a modified arm containing an of providing lamp starting down to —20°F,with power factor of 90% access hole to allow field splices within the arm.A bearing plate or better(High Power Factor). shall be furnished between arm and wood pole,and all components Fixture Arm shall be a one piece rectangular aluminum extrusion shall be finished to match the fixture.Available for 1A or 2B with internal centering guides. Luminaire-to-pole assembly shall be mountings only.Wood poles by others. made through a mechanical draw bolt attachment inside the arm, Wall Mounting shall be by a modified arm containing an access eliminating all exposed fasteners and welds.Arm assembly shall hole to allow field splices within the arm.A wall embedment bracket include a pole reinforcing plate which will mount inside the pole for shall be provided to accept fixture mounting rods,and a trim plate added strength at the arm joint. shall be provided to cover the wall embedded junction box.(J-box Standard Finish on fixture and arm shall be TGIC Thermoset by others).All exposed parts shall be finished to match the fixture. Polyester Powder-Coat Paint applied over a chromate conversion For concrete mounting only. coating. Standard colors are black, dark bronze, light gray alu- minum or white. Optional finishes shall be Architectural Class 1 Cluster Mounting types 2U,4U,3E and 6E,shall utilize a square anodize, black or dark bron mounting bar with internal draw bolts to mount the fixtures.Mounting bar shall attach to pole using a tenon with set screws and one throughbolt.(Pole must have a 21/2"pipe size tenon in steel only,27/8" s O.D.x 43/a"long). Anodized Finishes shall be Duranodic®black or dark bronze applied over a satin polish according to Architectural Class 1 specifications. WARNING:Fixtures must be grounded in accordance with local "Lexan"isa trademark of General Electric. codes or the National Electrical code.Failure to do so may result in "ouranodic"isa trademark ofAlcoa. serious personal injury. "Alzak"is a trademark of Alcoa. - Al-11 Specifications, Specifications, Standard Fixtures and Arms. Optional Equipment. Fixture shall be Underwriters Laboratories listed for wet locations. Houseside Shielding shall Housing shall be fabricated from a one piece extruded aluminum consist of two shielding side panel with mitered corners that are internally welded and components permanently sealed for weathertightness.A press-formed aluminum top cover installed at the Kim factory. One component shall reduce shall interlock with the housing,and have a continuous seal of silicone rubber resistant to weathering,moisture,UV and ozone.Top light directly from the lamp, shall be peaked for increased strength and efficient water runoff. and the other component shall reduce reflected light.(For Optical Chamber-shall consist of a one piece hydroformed Kim clear lamps only.Not available reflector with a highly specular Alzak@ processed surface and a for 1000 Watt.See catalog A2 socket assembly. Mogul base socket shall be mounted in a one for photometrics.) piece casting which is fully gasketed at the reflector surface.All Lexan®Shield shall be one wires to the socket shall be gasketed at point of entry into the optical, piece vacuum formed clear chamber. Reflector side walls and top shall be contoured so that no polycarbonate to operate with light is reflected back into the lamp arc tube,for optimum lamp life a maximum of 250 watts. and performance.For EKG 401 series,reflector shall hinge down for r, fI ballast access using two quarter-turn latches,and snap out for. (Shield may be used with ere 400W. HPS in locations wh installation ease.All MH lamps,all HPS lamps 200 watts and up, - ambient air temperature and all MV lamps 400 watts and up shall be supported at the tip by during fixture operation will not a harness.All High Pressure Sodium fixtures shall be provided with exceed 85°F.).Lexan-Shield the appropriate 4KV or 5KV pulse rated socket. shall be semi-pyramidal in Lens Frame Assembly shall consist of a 3/16"thick impact resistant shape for high thermal clear tempered glass lens enclosed by a one piece molded high resistance, impact resistance temperature gasket.Lens and gasket shall interlock in an extruded and light transmission. It shall aluminum frame which shall hinge at the pole end,and shall close replace standard glass lens as and tightly seal the optical chamber by four gasketed vibration- an integral part of the lens y proof quarter-turn fasteners.Lens frame shall be removable without frame.Caution: Use only when tools by means of quick-disconnecting hinges. vandalism is anticipated to be All Electrical Components shall be UL recognized and be an high. Useful life is limited by integral part of the fixture. Ballasts and related components shall be discoloration caused by UV from sunlight,mercuryvapor and metallic halide lamps. late as a sel f-contained contained g p integrated onto a single mounting gp subassembly.On EKG 401 fixture,ballast assembly shall attach to Photocell Receptacle shall be integrally mounted to accept NEMA the fixture using quick-disconnecting key slots.On EKG 501 and base photocells(by others).When two,three,or four fixtures are EKG 601,ballast assembly shall attach to fixture with quick- mounted per pole,one fixture shall be furnished with an installed disconnect no-tool hinges and latches.Fast field wiring shall be receptacle(plus a relay when required)to operate the others. provided for by prewiring all electrical components with quick- Photocells shall be furnished by others. disconnect plugs.All ballasts shall be the component type capable Wood Pole Mounting shall be by a modified arm containing an of providing lamp starting down to —20°F,with power factor of 90% access hole to allow field splices within the arm.A bearing plate or better(High Power Factor). shall be furnished between arm and wood pole,and all components Fixture Arm shall be a one piece rectangular aluminum extrusion shall be finished to match the fixture.Available for 1A or 2B with internal centering guides. Luminaire-to-pole assembly shall be mountings only.Wood poles by others. made through a mechanical draw bolt attachment inside the arm, Wall Mounting shall be by a modified arm containing an access eliminating all exposed fasteners and welds.Arm assembly shall hole to allow field splices within the arm.A wall embedment bracket include a pole reinforcing plate which will mount inside the pole for shall be provided to accept fixture mounting rods,and a trim plate added strength at the arm joint. shall be provided to cover the wall embedded junction box.(J-box Standard Finish on fixture and arm shall be TGIC Thermoset by others).All exposed parts shall be finished to match the fixture. . Polyester Powder-Coat Paint applied over a chromate conversion For concrete mounting only. } coating. Standard colors are black, dark bronze, light gray alu- minum or white. Optional finishes shall be Architectural Class 1 Cluster Mounting types 2U,4U,3E and 6E,shall utilize a square anodize, black or dark bronze'.' mounting bar with internal draw bolts to mount the fixtures.Mounting bar shall attach to pole using a tenon with set screws and one throughbolt.(Pole must have a 21/2".pipe size tenon in steel only,27/8" O.D.x 43/4"long). Anodized Finishes shall be Duranodic®black or dark bronze applied over a satin polish according to Architectural Class 1 specifications. WARNING:Fixtures must be grounded in accordance with local "Lexan"lsa trademark of General Electric. codes or the National Electrical code.Failure to do so may result in "ouranodic"is a trademark of Alcoa. serious personal injury. Azak fsa trademark orAlcoa. Al-11 INC. LAND PLANNERS LANDSCAPE ARCHITECTS O6OLD LEAP/PAJNTED LOBO iW R ELROMPY ACCENT BORDER MITE COLONIAL 516N PLATE PV CARYM GOLD LEAP PROXOT NAt�R ADDRE59.BOTH SIPM-TYP. n uommon5 b'xb'POSTS TO BE CiNAFER®t PAINTED MITE. hosier �freet 65/4• - Qriirance _ . PAINTED 6RAPNI0 SWARE FEET OF SI&N FACE= 10.BB Sr.01M SIDE,EACH 51" "!O Sr.(BOTH vcw ji1 Main Entrance Sign Lt Not To Sal. ■ 571 HOPMEADOW STREET SIMSBURY, CONNECTICUT 06070-2416 (860) 658-1988 FAX (860) 658-1217 ■ ■ JEFFREY A.GEBRIAN,ASLA ■ GARY R.HATH Is HENRY W.WITHERS,ASIA ■ COMPARISON OF CONVALESCENT HOME, ASSISTED LIVING FACILITY, SENIOR/ELDERLY HOUSING Full Service ,Assisted Living Senior/Elderly Convalescent Home Facility Housing State finding of Yes Yes No Certificate of Need State license required Yes Yes No Medical staff on Yes Yes No premises 1/10 residents 1/30 residents Full service Yes Yes No dining/meals provided - dietician; waitstaff; cooks Full time aides, Yes Yes No housekeeping, personal assistance Planned recreation Yes Yes No Physical therapist on Yes Yes No staff Transportation provided Yes Yes No Physicians on call; Yes Yes No provide on-site treatment Supervision of Yes Yes No medication Direct Supervised Administration Self-Administration Board of Quality Yes Yes No Assurance Full medical record Yes Yes No history maintained Common areas for Yes Yes No social, recreational events Full time on-site Yes Yes No director Full privacy including No Yes Yes private bath Home furnishings; self No Yes Yes decorated; carpeted; limited meal preparation r ww vF CCONNECTICUT 4647 25 •i+oR rdNfr. Rccd Intffvctfoliv on bottom or REGULATION Page 101 X9 es trtl/1Caatia" r'7o 11 btfor* comolerin9 fhf$ — F011—ro comoly -ith Insrrvcrfon, W ca.eftolsaoorovof o/orcooted OF 19vfancrv, NANC OF AG.CIfCY DEPARTMENT OF PUBLIC HEALTH AND ADDICTION SERVICES . C�ns�mrn� fu9.tECT NAfTC,A 0/ HEVUI.ATIOK ASSISTED LIVING SERVICES AGENCIES ECTION The regulations of Connecticut State Agencies are amended by adding Sec ion 19-13-D105 to read as .follows: (NEW) Section 19-13-0105. Assisted living services agency. (a) Definitions. As used in this section. (1) "Agency" means assisted living services agency. (2) "Assisted living services" for the purpose of this section only means nursing services -and assistance with activities of daily living provided to clients living within a managed residential community having supportive .services that encourage clients primarily age fifty-five (55) or older to maintain .a maximum level of independence. Routine household services may be provided as assisted living services by the assisted living services agency or by the managed residential community as defined in subsection (a) (13) . These services provide an alternative for elderly persons who require some help or aid with activities of daily living as , described in subsection (a)(4) or nursing services in order to remain in their private residential units within the managed residential community. (3) "Assisted living services agency" means an entity that provides assisted living services. (4) "Assisted living aide" means an unlicensed person who has successfully completed a training and competency evaluation program in accordance with Section 19-13-08t(1) , Section 19-13-D69(d)(2) or Section 19-13-D83(b) of the regulations of Connecticut State Agencies. An assisted living aide may assist clients with one or more of the following activities of daily living: ambulation, feeding, bathing, dressing, grooming, toileting, oral hygiene, transfers, exercise and supervision of self administration of medications. (5) "Client" means the recipient of the assisted living services provided by licensed nurses or assisted living aides. (6) "Client service program" means a written schedule of assisted living services to be provided to, reviewed with and agreed to by a client or client representative. (7) "Commissioner" means the Commissioner of the Department of Public Health and Addiction Services, or the commissioner's representative. (8) "Community" means managed residential community. (9) "Core services" means the services described in subsection (cam of this section which shall be made available in order for an assisted living services agency, for the purpose of this section only, to provide services within a managed residential community. (10) "Department" meansfthe Connecticut Department of Public Health and Addiction Services. (11) "Full time" means on duty a•minimum' of thirty-five (35) hours per workweek. (12) "Licensed nurse" means a registered- nurse or licensed practical nurse licensed under chapter 376 of the Connecticut General Statutes. _ C . 3:ATE F CC!1NecT:= .7 4647 REGULATION Or ?aqe 2 aE 25?ages NAME OF AGENCY ,OEP ,F. I FOP kI�C NEALMTH 'AND ADOICTIQN SERVICES R�, , A SECTION (13) "Managed residential community" means a facility consisting of private residential units that provides a managed grdup living environment, including housing and services primarily for persons age fifty-five (55) or older. (14) "Primary agency" means an assisted living services agency that contracts for the services of other organizations, agencies or individuals who provide care or services to its clients. (15) "Private residential unit" means a living environment belonging to a j tenant(s) that includes a full bathroom within the unit including a water closet, lavatory, tub or shower bathing unit and access t o facilities and equipment for the preparation and storage of food. (16) "Self administration of medications" means a client taking medication in accordance with directions for use and includes: (A) the client removing an individual dose from a container of medications that have been ordered by a physician or health care practitioner with the statutory authority to prescribe medications and dispensed by a pharmacy or purchased over-the-counter by or under the direction of the client; or (B) the client taking an individual or multiple dose(s) of medications that have been prepared or prepoured by a licensed nurse, family member or significant other and stored for client administration in the client's home. (17) "Tenant" means a person who either owns, rents under a lease agreement or otherwise contracts for the use of the home within a managed residential community in which that person resides. (b) Assisted living services. agency (1) I ` `is"""' etermihed''by`.the! appropriate state"agency'that 'a certificate of n sect : r an.,...assisted ..living` 4Yservlces <Fagency; h 'fir a "b6,%a:prerequisite to `1'°i ceritT.ng. (2) ! �,nnaarl=i censure' (A) No person shall operate an assisted living services agency without a license issued by the department in accordance with Connecticut General Statutes, Section 19a-491. (B) Application for the grant or renewal of a license to operate an assisted living services agency shall be made to the department, in writing, on forms provided by the department; shall be signed by the person seeking authority to operate the service; shall be notarized; and shall include, but not necessarily be limited to, the following information: (i) a list of the managed residential communities where assisted living services shall be provided; (ii) an affidavit attesting that assisted living services ' shall be provided only at managed residential communities that have complied with the requirements of subsection (c) of this section; i, r s, - 4647 REGULATION 3 25 OF ?aqe '3E_`?ages .r NAME OF AGENCY DEPARTMENT OF PUBLIC HEALTH AND ADDICTION SERVICES SECTION (III) an' affidavit attesting that Assisted living services shall be provided on an individual basis to clients who fully understand and agree to the provision of services and are made aware of the costs involved prior to the initiation .of such services; (iv) the total number of employees, by category; (v) the services provided; (vi) evidence of financial viability to include a projected two (2) year budget, with estimates of net income and expenditures, at the time of initial application; (vii) a certificate of malpractice and public liability insurance; (viii) a certificate of good standing, if applicable; (ix) a statement of ownership and operation, to include, but not necessarily be limited to the following information: (a) the name and address of each owner and, if the agency is a corporation, all ownership interests (direct or indirect) of ten percent (10%) or more; and (b) the name and address of each officer, director and member of the governing authority; (x) any relevant statistical information requested by the ti department; �xi) the agent for service; and Xii) a listing of the health care institutions or agencies owned or operated in other states, at the time of initial application. (C) The assisted living services agency shall notify the department of any changes in the information provided in accordance with subparagraph •(B)(i)(v)(vii)(viii)(ix)and (xi) of this subdivision. (3) Issuance and renewal of license (A) Upon determination by the department that the assisted living services agency is in compliance with chapter 368V of the Connecticut General Statutes and the regulations thereunder pertaining to its licensure, the department shall issue a license or renewal of license to operate the service for a period not to exceed two (2) years. (B) Application for license renewal shall be made in accordance with subdivision (2)(B)• of this subsection not less than thirty (30) days preceding the date of expiration of the ,agency's current license. (C) A license shall be issued in the name of the entity that has submitted application for the license. (D) The license shall not be transferable to any other person, entity or service. (E) Each license shall list on its face, the name of the licensee, the "doing business as" name, the location(s) served and the date of issuance and expiration. r s (F) The license shall be posted in the business office of the licensee. (G) The licensee shall immediately notify the department in writing of any change in the supervisor of the assisted living services agency. r i • r , Jti SATE ^.F CONNEC'."";: 4647 REGULATION 4 25 ^F Page ,)f-pages NAME OF AGENCY DEPARTMENT OF PUBLIC HEALTH AND ADDICTION SERVICES SECTION (H) Any change in the ownership of an assisted living services agency, owned by an individual , partnership or association or the change in ownership or beneficial ownership of ten percent (10%) or more of the stock of a corporation that owns, conducts, operates or maintains such agency, shall be subject to prior approval of the department. The licensee shall notify the department in writing of any such proposed change of ownership, at least ninety (90) days prior ,to the effective date of the proposed change. (4) Suspension, revocation, denial , non-renewal or voluntary surrender of license (A) A license may be suspended, revoked, denied or its renewal refused whenever in the judgment of the department the facility: (i) fails to comply with. applicable regulations prescribed by the commissioner or statutes; (ii) furnishes or makes any false or' misleading statements to the department in order to obtain or retain the license; or (iii) provides assisted living services in a.managed ti.. residential community that fails to provide or arrange to make available the core services on a regular and continual basis. (B) In the event of the suspension, revocation, denial or non-renewal of a license, the assisted living services agency shall have the opportunity for a hearing in accordance with the contested case provisions of Chapter 54 of the Connecticut General Statutes and Sections 19a-4-1 through 19a-4-31 of the regulations of Connecticut State Agencies, as applicable. (C) Refusal to grant the department access to clients, records and staff of the agency shall be grounds for suspension, revocation, denial or non-renewal of the license. (D) Surrender of license. The licensee shall notify, in writing, each client receiving services from the agency, the next of kin or legal representative, and any third party payors concerned, at least thirty (30) days prior ,to the voluntary surrender of an assisted living services agency 'license or surrender of license upon the department's order of revocation, refusal •to renew, or suspension of license. Arrangements shall be made by the licensee for the continuation of care and services as required for any individual client following the surrender of the agency's license. This notice shall include at a minimum: (i) a statement by the assisted living services agency identifying which services shall no longer be provided to clients; and (ii) information regarding other resources available to provide health care services to clients. (5) The assisted living services agency shall ensure that all of the core services are provided. In the event that a managed residential community fails to ,provide or arrange to make available one or more of the core services -on a regular and continual basis, the licensee sh 11 terminate the provision of assisted living services to the ma aged residential community. The department, each client re eiving services from the agency, the next of kin or legal re resentative and any third party payors concerned shall be mailed wr tten notice from the licensee at least thirty (30) } STATE OF REGULATION 4 647 OF Page 5_of 25 :ages NAME OF AGENCY DEPARTMENT OF PUBLIC HEALTH AND ADDICTION SERVICES SECTION days prior to the termination of services. Arrangements shall be made by the licensee for the continuation of care and services as required by any individual client following termination of the assisted living service. In the event that the disruption of services is temporary, alternative arrangements for the health and safety of the clients shall be made immediately by the managed residential community, with full service restored in not more than seven (7) days. (6) The assisted living services agency shall maintain records of all temporary service disruptions or the managed residential community's failure to provide core services and shall record the length of disruptions and provision of alternative arrangements. (c) Managed residential communities served by assisted living services agencies (1) Assisted living services may not be provided in a managed residential community unless the managed residential community has notified the department either in writing or by telephone of its intention to provide or arrange to make available licensed assisted living services and has submitted all information as required in this subsection and until the assisted living services agency has been issued a license to operate by the department. The information shall be provided to the department on forms provided by the department, shall be signed by the owner(s) or the operating or managing entity and shall be notarized. The form(s) shall include the following information: (A) evidence of compliance with local zoning ordinances, local building codes and the Connecticut Fire Safety Code and Supplement; (B) name of the management company or manager, as appropriate; (C) legal entity that owns or operates the managed residential community; (D) description of the manner in which tenants are advised that the managed residential community is not licensed by the department; (E) description of the information provided to tenants informing them of the assisted living services and home health care services available- for individual use and how to access itemized costs of services delivered by these providers; (F) person to whom official notices are to be sent; (G) name of the assisted living services agencies; and (H) attestation that the core services described in subdivision (3) of this subsection are made available and are accessible on a regular and continual basis to those tenants who choose to use such core services. (2) Upon receipt of the' form(s) by the department, the .department shall notify the managed residential community in writing within thirty (30) days that either the managed residential community's form(s) is complete and shall be maintained on file in the department or that the information submitted was incorrect or incomplete. STATE ^.r CONNECTICU REGULATION 4647 9F ?aqe 6 0E 2_ 5 pages NAME OF AGENCY DEPARTMENT OF PUBLIC HEALTH AND ADDICTION SERVICES SECTION (3) "1fian1ged residential community shall provide or-ar'range to make available the following core services to its tenants who choose to use any or all of the core services: ,-( ) regularly s.:. , ; A cfiedul ed meal :�servi ce `for-`three (3') 'meal s pe red y (B) regularly scheduled laundry service for personal laundry and linens; regularly scheduled transportation for personal shopping, social recreational events, health care appointments and similar needs and .for which public bus transportation shall not qualify ' as the only form of transportation; K regularly scheduled housekeeping services; ( ('L '' maintenance service for tenants'- living units, including chore services for routine domestic tasks that the tenant is unable to perform; and j "programs of social and recreational opportunities. (4) A managed residential community shall also provide: (A) a formally established program that provides tenants with twenty-four (24) hour a day security designed to protect tenants from intruders; (B) an emergency call system in each .living unit; (C.) on-site washers and dryers sufficient to meet the needs of the \ ; tenants; and ( rt b use space that' is" sufficient in size to .accommodate�'fifty percent (50%) of the tenant population. (5) The managed residential community shall employ an on-site service coordinator who reports directly to the operating or managing entity or the administrator of the managed residential community. (A) The service coordinator shall possess at a minimum a bachelor's degree in social work or in a related human service field. Individuals without a bachelor's degree may be hired if they have an associate's degree in social work or in a related human service field and two (2) years of experience in a social service delivery system dealing with issues and coordinating services related to persons primarily age fifty-five (55) or older. Individuals without a bachelor's degree or an associate's degree may be hired if they have four (4) years of experience in a social service delivery system dealing with issues and coordinating services related to persons primarily age fifty-five (55) or older. The service coordinator should have prior supervisory or management experience. Any person employed as a service coordinator prior to December 1, 1994 shall be eligibl4 to continue in the facility of employment without restriction. 1. • STATE OF :ONNEC::C:I REGULATION 46421 OF ?age 7 It 25 gages ..,__. NAME OF AGENCY DEPARTMENT OF PUBLIC HEALTH AND ADDICTION SERVICES SECTION (B) Responsibilities of the service coordinator shall include, but not necesarily be limited to: (i) ensuring that the services required by this subsection are provided or made available to all tenants; (ii) assisting tenants in making arrangements to meet their personal needs; (iii) establishing collaborative relations with provider agencies, support services and community resources. (iv) establishing a tenant council , ensuring that a private space is provided to the group for meetings and providing assistance and responding to written requests that result from group meetings; (v) serving as an ongoing liaison with the assisted living services agencies to include liaison with the assisted living services agencies' quality assurance committee as required in subsect.fon (1) of this section; (vi) ensuring that a tenant information system is in place; and (vii) developing a written plan' for the delegation of responsibilities and functions in the absence of the service coordinator. (C), A service coordinators absence of longer than one (1) month shall be reported to any assisted living services agencies servicing the community. (6) The managed residential community, through its service coordinator or any other representative, may not provide health services, including but not limited to the provision of rehabilitative therapy, administration or supervision of the self-administration of medications, nursing care or medical treatment, unless it has been licensed as an assisted living services agency. It may contract with one or more assisted living services agencies, home health care agencies, or other appropriately licensed health care providers to make available health services for tenants provided by such licensed persons or entities. (7) Managed residential communities may not require tenants to share units. Sharing of a unit shall be permitted solely upon the request and mutual consent of tenants. (8) The owner or operating entity shall notify the department and any assisted living services agency that provides services to tenants of the managed residential community, in writing, of any proposed change of ownership or operating entity or elimination of core services at least thirty (30) days prior to the effective date of such proposed change. (9) The owner or operating entity shall immediately notify any assisted living services agencies servicing the community of any change in the service coordinator. (10) The managed residential community shall provide the department with unrestricted access to the community, tenants and tenant related documents. (11) The managed residential community shall notify, in writing, each tenant concerned, the next of kin or legal representative, any third servicingers theconcerned communit and at leastassisted thirty (30)living services prior toethe Y Y ( ) Y P gr 3TA T E OF CONNECT!C;;; 46417 REGULATION OF ?aqe 8 of 25 pages NAME OF AGENCY DEPARTMENT OF PUBLIC HEALTH AND ADDICTION SERVICES SECTION voluntary elimination of its status as 'a managed residential community and immediately upon the department's order of revocation, refusal to renew or suspension of license of the assisted living services agency. This notice shall include at' a minimum: (A) a statement by the managed residential community identifying which core services and assisted living services shall no longer be provided to tenants and clients; and (B) information regarding other resources available to tenants and clients to provide health care services. (d) Governing authority of an assisted living services agency (1) There shall be a formal governing authority with full legal authority and respons.ibility for the operation of the agency, which shall be the officers and directors of the corporation, and which shall adopt bylaws or rules that are reviewed in accordance with a schedule established by the governing authority and so dated. Such bylaws or rules shall include, but not necessarily be limited to-: (A) the purpose of the agency; (B) a delineation of the powers, duties and voting procedures of the governing authority, its officers and committees; (C) the qualifications for membership, method of selection and terms of office of members and chairpersons of committees; (D) a description of the authority delegated to the supervisor of the assisted living services agency; (E) the agency's conflict of interest policy and procedures; (F) assurances that a written contract shall be maintained with one or more licensed home health care agencies if the licensed home health care agencies are not owned and operated by the managed residential community; and (G) assurances that a written contract shall be maintained with one or more licensed assisted living services agencies if the . agencies are not owned and operated by the managed residential community. (2) The bylaws or rules shall be available to all members of the governing authority and all individuals to whom authority is delegated. (3) The governing authority shall : (A) meet as frequently as necessary to fulfill its responsibilities as stated in subdivision (4) of this subsection, but no less than two (2) times per year; (B) maintain minutds`;for each meeting; (C) ensure that minutes reflect the identity of those members in attendance and that, following approval , such minutes are dated and signed by the secretary; and r STATE or CCNNECTT.C.. REGULATION 4647 9f ?aqe 9 ,3e 2 pages NAME or AGENCY DEPARTMENT OF PUBLIC HEALTH AND ADDICTION SERVICES SECTION (D), ensure that the minutes of any -of its meetings or any of its committees are available at any time to the commissioner. (4) Responsibilities of the governing authority shall include, but not necessarily be limited to: (A) ensuring the quality of services provided by the agency and the quality of care rendered to clients; (B) establishing a quality assurance program in accordance with subsection (1) of this section; (C) selecting and appointing a quality assurance committee; (D) reviewing and accepting all minutes of meetings held by the quality assurance committee and assuring the implementation of corrective actions identified in these minutes; (E) adopting and documenting the annual review of the written agency budget; (F) developing policies and programs and delegating the authority to implement policies and programs; (G) managing the fiscal affairs of the agency; (H) establishing a schedule for the review of its bylaws or rules; (I) establishing a schedule for the submission of the reports described in'subsection (9)(2)(G) and. (H) of this,section to the governing authority; (J);; ensuring that a written contract is maintained between the e' assisted living services agency and one or more licensed home health care agencies or the managed residential community and one or more licensed home health care agencies unless the assisted living services agency operates under common ownership with the licensed home health care agencies that serve the same i managed residential community; and (K) ensuring that a written contract to include provisions that the assisted living services agency shall monitor the provision of core services to determine if the services are being provided on a regular and continual basis, is maintained between the assisted living services agency and the managed residential community unless the licensed assisted living services agency is under common ownership with the managed residential community. (5) If an assisted living services agency is owned by or is under common or related ownership with the managed residential communities it serves or a licensed home care agency serving such communities, the governing authority of the related managed residential community or licensed home health care agency may serve as the governing authority of the assisted living services agency provided that the requirements of this subsection are met and minutes of meetings clearly identify discussions related to the assisted living services agency. r 4647 REGULATION Io 25 %F ?aqe -ages NAME or AGENCY DEPARTMENT OF PUBLIC HEALTH AND ADDICTION SERVICES 3ECTION (e) General requirements for an assisted living services agency (1) An agency shall be in compliance with all applicable federal , state and local laws and -regulations. (2) An assisted living services agency, as defined in this section, shall only provide services to individuals residing' in a managed. residential community. �/(3) Any assisted living services agency which contracts individually with a tenant of a managed residential community and is not under contract with the community shall comply with this section. (4) Each agency shall have a designated office on the site of the managed residential community. This office shall provide adequate and safe space for: conferences with clients and their families; staff to carry pre out and post client visit activities; supervisory conferences with staff; storage and maintenance of equipment and supplies necessary to provide client services in an area, that may be separate from the business office; and maintenance of administrative records and files, financial records and client service records in locked file cabinets or an area that can be locked. (5) Contracted services. Assisted living services agencies may contract with other organizations, agencies or individuals to provide the services defined in subsections (h) and (i) of this section to their clients. Services provided by the primary agency through arrangements with a contracted agency or individuals(s) shall be set forth in either a written contract or a written memorandum of understanding between participating agencies. The provisions set forth in this subdivision sha 1 also i,pply-Age,. sErY cgs a `being provided at the same time to the Kame C-11mt-by-mare-u agency 7fSid o provi sha_u es. The contract or written MMM-rdvm- f`vMerstan ing ll include, but not necessarily be limited to: (A) a statement that clearly defines the assignment of primary responsibility for the client's care; (B) the methods of communication and coordination between agencies to- ensure that all. information necessary for safe, coordinated care to clients is accessible and available to all participating agencies; (C) the necessity to, conform with all applicable primary agency policies, including personnel qualifications and staffing patterns; and (0) the responsibility of participating agencies in developing and implementing the client service program. f 1 REGULATION 4 (1471 11 25 %? ?age -.ages 'a' NAME or AGENCY DEPARTMENT OF PUBLIC HEALTH AND ADDICTION SERVICES 3ECr o,,j (6) Each assisted living services agency shall have a communication system adequate to receive requests and referrals for service, maintain verbal contact with health service personnel at all times when they are providing services to clients, receive calls from clients under the care of the agency and tenants residing in the community and maintain contact as needed with the client's source of medical care and other providers of care, if applicable. (7) Assisted living services, including nursing services and assistance with activities of daily living, may be provided to clients with chronic and stable conditions as determined by a physician or health care practitioner with applicable statutory authority at least on an annual basis and as needed. Chronic and stable conditions are not limited to medical or physical conditions, but also include chronic and stable mental health and cbgnitive conditions. The determination shall be made in writing and maintained in the client's service record. (8) Each agency shall establish written criteria for admission to assisted living services. The criteria shall not impose unreasonable restrictions which screen out a client whose needs may be met by the agency. (9) Each agency shall develop written policies for the discharge of clients from the agency. Agency discharge policies shall define categories for the discharge of clients and shall include but not necessarily be limited to: (A) Change in client's condition. Termination of services when the client's condition is no longer chronic and stable; (B) Routine discharge. Termination of services when goals of care have been met and the client no longer requires assisted living services; (C) Emergency discharge. Termination of services due to the presence of safety issues which place the client or agency staff in immediate Jeopardy and prevent the agency from delivering assisted living services; (D) Financial discharge. Termination of services when the client's insurance benefits or financial resources have been exhausted; and (E) Premature discharge. Termination of services when goals of care have not been met and the client continues to require assisted living services. (10) Clients and other responsible parties shall be informed when their individual care and service needs may qualify for reimbursement by a third party payor. A summary of the information provided to the client shall be documented in the client service record and shall be signed and dated by the supervisor of assisted living services or his or her designeg As well as by the cli.ent or the client's representative. (11) Each agency shall develop and have-readily available a policy and procedure to address the appropriate steps to follow in the event of a medical emergency. A review of the policy and procedure shall be included in the employee orientation program. 4647 REGULATION 12 25 :? ?aqe :a es NAME OF AGENCY DEPARTMENT OF PUBLIC HEALTH AND ADDICTION SERVICES �ECTiOti (12) Each agency shall establish a written complaint procedure regarding the provision of care and services, any allegations of physical or mental abuse or exploitation or the lack of respect for a client's property by anyone providing agency services including, but not necessarily limited to: (A) a statement that a client or his or her family has the right to file a complaint without discrimination or reprisal from the agency; (B) the manner in which the agency shall address the complaint with the client or his or her family including a full investigation into the complaint; and (C) provisions to ensure that the agency shall promptly attempt to resolve complaints. (13) The agency shall maintain a complaint log which shall include, but not necessarily be limited to the name of the client and the date, nature and resolution of the complaint. The log shall be available to the department upon its request. (14) The agency shall apprise the client of his or her right to access the appropriate state agency should the complaint not be resolved to the client's satisfaction. (f) Personnel policies for an assisted living services agency (1) An agency shall have written personnel policies which shall include but not necessarily be limited to the following: (A) Each agency shall have an orientation policy and procedure for all employees which shall include but not necessarily be limited to the following: (i) organizational structure of the agency and philosophy of assisted living services; (ii) agency client services policies and procedures; iii) agency personnel policies; iv) applicable regulations governing the delivery of assisted living services; and (v) orientation dates, content, and name and title of the person providing the orientation as documented in the employee's personnel folder. ' (B) Each agency shall have an in-service education policy that provides an annual average of at least one (1) hour bimonthly for each assisted living aide.' (i) The in-service education shall include, but not necessarily be limited to current information regarding specific service procedures and techniques and information related to the population being served. (ii) The in-service education program shall be provided by or under the, supervision of the supervisor of assisted living services or a designated licensed nurse who possesses a minimum of two (2) years of full time or full time equivalent experience in nursing, at least one (1) year of which shall be in a home health care agency or community health program that included care of the sick at home. k REGULATION 4647 13 25 .,, NAME OF AGENCY DEPARTMENT OF PUBLIC HEALTH AND ADDICTION SERVICES 3ECTION (iii) An- assisted living services agency that utilizes an aide from a placement agency or nursing pool shall maintain sufficient documentation to demonstrate that in-service education requirements are met. (iv) A nursing home or home health care agency having the same ownership as, or under common or related ownership with, as assisted living services agency may provide joint in-service education programs for all aides, provided that records of such in-services clearly reflect content, attendance and work location. (v) An assisted living services agency may contract with a home health care agency or nursing home to .provide in-.service education to its assisted living aides in accordance with this section. (C) Each agency shall have a policy and procedure for the annual performance evaluation of employees which includes a process for corrective action when an employee receives an unsatisfactory performance evaluation. (D) Agency personnel policies and procedures shall include written Job descriptions that specify the duties and qualifications of each Job. (E) Agency policies and procedures shall address documentation by a physician or health care practitioner with applicable statutory authority of annual physical examinations, including tuberculin testing, that are performed for the purpose of preventing infection or contagion from communicable disease. A statement that the employee is free from communicable disease, .including results of the tuberculin testing, shall be obtained prior to assignment to client care activities. (2) For all employees of the agency employed directly or via individual or agency contracts, the agency shall maintain individual personnel records containing at least the following: (A) educational preparation and work experience; (B) written verification of successful completion of a home health aide training and competency evaluation program. or a competency evaluation program approved by the commissioner in accordance with Section 19-13-D8t(1), Section 19-13-069(d)(2) or Section 19-13-D83(b) of the regulations of Connecticut State Agencies, if applicablle; (C) current licensure, if applicable; (D) written annual performance evaluations; (E) record of health examinations; and (F) documentation of orientation. (3) For persons utilized ,via contract with another assisted living services agency, a home health care agency, homemaker-home health aide agency or nursing pool , the assisted living services agency shall ensure it has access to the personnel records required in subdivision (2) of .this subsection and shall make the documents available to the department upon its request. 47 5:111:S :3 =aaEC: 6 REGULATION 14 25` ;F ?aqe :E,_aages .. NAME OF AGENCY DEPARTMENT OF PUBLIC HEALTH AND ADDICTION SERVICES SECTION (4) An assisted Tiving services agency owned by, or under common or related ownership with, a nursing home or home health care agency, may maintain one (1) personnel file for each employee or independent contractor utilized by the nursing home or home health care agency and the assisted living services agency. (g), Supervisor of assisf"Q 'living �servlceg­' (1' The supervisor of assisted living services shall be a registered nurse licensed to practice in this state who has one of the following: (A) a baccalaureate degree in nursing and a minimum of two (2) years full time or full time equivalent clinical experience in nursing, at least one (I) -of which shall be in a home health care agency or community health program that included care of the sick at home; or (B) a diploma or associate's degree in nursing and at least four (4) years full time or full time equivalent clinical experience in nursing within the past ten (10) years, at least .one (1) year of which shall be in a home health care agency or community health program that included care of the sick at home. (2) The supervisor's responsibilities include, but are not necessarily limited to: (A) coordinating and managing all nursing and assisted living aide services rendered to clients by direct service staff .under his or her supervision; (B) supervising assigned nursing personnel and assisted living aides in the delivery of nursing services and assistance with the provision of activities of daily living; (C) ensuring the evaluation of the clinical competence of assigned nursing personnel and assisted living aides; (D) participating in or developing all agency objectives, standards of care, policies and procedures concerning nursing services and the provision of assistance with activities of daily living; (E) participating in direct service staff recruitment, selection, orientation and in-service education; (F) participating in program planning, budgeting and evaluating activities related to the clinical services provided by the agency; (G) providing weekly reports to the service coordinator regarding any problems associated with the provision of the core services, or any problems or concerns associated with the managed residential community or the assisted living services' agency, summaries of which shall be provided to the governing authority in accordance with the schedule established by the governing- authority; and (H) providing monthly reports to the service coordinator regarding statistical data including the number of clients served and services provided, summaries of which shall be provided to the governing authority in accordance with the schedule established by the governing authority. _.` 4647 REGULATION ?P ?aqe 15 if`25?ages -'" NAME or AGENCY DEPARTMENT OF PUBLIC HEALTH AND ADDICTION SERVICES SECTION (3) The supervisor of assisted living ,services may provide direct nursing services to clients in accordance with subsection (h) of this section. (4) Any absence of the supervisor of assisted living services longer than one (1) month shall be reported. to the commissioner. A registered nurse with a minimum of two (2) years full time or full time equivalent clinical experience in nursing, at least one (1) year of which shall be in a home health care agency or community health program that included care of the sick at home, shall be designated, in writing, to act during any absence of the supervisor of assisted living services. " (h) Nursing Services provided y: rovided. b an-assisted living services agency (1) An assisted living services agency shall have written policies governing the delivery of nursing services. (2) Nursing services shall be provided by licensed nurses in accordance with subparagraph W) of subdivision (3) of this subsection. (3) A registered nurse shall be responsible for the following which - shall be documented in the client's service record: (A) admission of clients for.service; (B) development of the client service program and instructions for assisted living aide services; (C) assessments, completed as often as necessary based on the client's condition but not less frequently than every one hundred and twenty (120) days, and prompt action when a change in the client's condition would require a change in the client's service program; (D) coordination of services with the client, family, and other appropriate individuals involved in the client service program; (E) participation in orientation, teaching, and supervision of assisted living aides; (F) arrangements for training or supervision of the assisted living aide by other professionals, when appropriate; (G) referral to appropriate professionals or agencies, whenever the client s 'condition necessitates, including the provision of current clinical information ensuring that if the client's condition is no longer chronic and stable, services of a licensed home health care agency are engaged or other appropriate arrangements are made; (N) planning for clients who shall no longer receive or require the services of the assisted living services agency; (I) implementation or delegation of responsibility for the availability of nursing services on a twenty-four (24) hour basis; REGULATION 4647 Page16:...-._P3ees NAME OF AGENCY .re DEPARTMENT OF PUBLIC HEALTH AND ADDICTION SERVICES SECTION- (J) nursing services which shall include, but not necessarily be limited to: i) client teaching; ii) wellness counselling; iii) health promotion; iv) disease prevention; (v) medication administration and delegation of supervision of self-administered medications as specified in subdivision (4) of this subsection; and (vi) provision of care and services to clients whose conditions are chronic and stable as defined in subdivision (7) of subsection (e) , (4) Supervision of medication administration by an assisted living service agency shall be provided in accordance with the following: (A) A licensed nurse may administer medications to clients under the written order of a physician or health care practitioner with applicable statutory authority. (B) A licensed nurse may pre-pour medications fQr clients who are able to self-administer medications, under the written order of a physician or health care practitioner with applicable statutory authority. (C) With the approval of the client or his or her representative an assisted living aide may supervise a client's self-administration of medications. The aide shall only: (i) remind a client to self administer the medications; (ii) verify that a client has self administered their medications; or (iii) assist the client with the self administration in the form of opening bottles, bubble packs or other forms of packaging if the client is not capable of performing this function. (D) For clients who require only supervision of self-administration, a registered nurse may verbally verify the client's medication regimen with the' client's physician or health care practitioner with applicable statutory authority and document the medication regime in the client's service record. (E) The registered nurse shall verify written or verbal orders from the physician or 'health care practitioner with applicable statutory authority as needed, but at least once every one hundred and twenty (120) days. (F) All medications shall be stored within a client's private residential unit. (G) A -licensed nurse shall ensure that the client or his or her representative is aware of the client's medication regime and able to make decisions regarding medication administration. STATE or CONNECT:.;;; 4647 REGULATION Or ?aQe 17 -of,_25 pages NAME OF AGENCY DEPARTMENT OF PUBLIC HEALTH AND ADDICTION SERVICES' SECTION (i) Assisted living aide services provided by an'assisted living services agency (1) An assisted living services agency shall have written policies governing the delivery of services by an assisted living aide. (2) Any person who furnishes assisted living services on behalf of an assisted living services agency shall have successfully completed a training and competency evaluation program in accordance with Section 19-13-D8t(1 ) , Section 19-13-069(d) (2) or Section 19-13-D83(b) of the regulations of Connecticut State Agencies, and shall have completed ten (10) hours of orientation prior to providing any direct client care service. This orientation shall be provided by the supervisor of assisted living services or a licensed nurse designated by the supervisor., (3) When designated by the licensed nurse responsible for a client's care and services, the duties of the' assisted living aide may include; (A) assisting the client with personal care activities including bathing, oral hygiene, feeding, dressing, toileting and grooming; (B) assisting the client with exercises, ambulation, transfer activities and supervision of self-administered medication; and (C) performing routine household services essential to client care at home, including shopping, meal preparation, laundry and housecleaning. (4) An assisted living services agency is not required to provide the services described in subparagraph (C) of subdivision (3) of this subsection. These services may be provided by an assisted living aide or any other person. (5) Supervision of assisted living aides (A) A registered nurse shall be accessible by telephone and available to make a home visit at all times, including nights, weekends and holidays, when assisted living aides are on assignment in a client's home. (B) The licensed nurse assigned to the client is responsible for supervision of the services rendered' by the assisted living aide. (�) Assisted living services agency staffing requirements (1) An assisted living services agency shall appoint, with the written approval of the governing authority, a supervisor of assisted living services and a designee, as described in subsection (g) of this section. (2) An assisted living services agency shall employ or contract with at least one (1) registered nurse in addition to the supervisor of assisted living services. This registered nurse may serve as the designee in the absence of the supervisor and shall be available to Provide relief for the supervisor as needed. S:A E CF .CIJNECTICO. 4 7 REGULATION 4F ?age 18 )E_25?ages .., NAME OF AGENCY DEPARTMENT OF PUBLIC HEALTH AND ADDICTION SERVICES SECTION (3) Thy^tiger;cyoshall employ a; supervisor of' assisted living services to be on site as follows: at least twenty (20) hours per week for each ten (10) or less full time or full time equivalent licensed nurses or assisted living aides; or (B) at least forty (40) hours per week for each twenty (20) or less full time or. full time equivalent licensed nurses or assisted living aides. (4) In addition to the supervisor of assisted living services, the agency shall be staffed with licensed nurses at least ten (10) hours per week for each additional ten (10) or less full time or full time equivalent assisted living aides. L. (5) The supervisor of assisted living services shall be responsible for ensuring that licensed nurse staffing is adequate at all times to meet client needs. ` (6) All registered nurses shall be supervised directly by the supervisor of assisted living services. (7) All licensed practical nurses shall be supervised by the supervisor of assisted living services or a registered nurse designated by said supervisor. (8) An assisted living services agency shall designate a registered nurse to be on call twenty-four 24) hours a day. The on-call registered nurse -shall have two (2) years of full time or full time equivalent clinical experience in nursing, at least one (1) year of which shall be in a home health care agency or community health program that included care of the sick at home. The on-call registered nurse may be the supervisor of assisted living services or another registered nurse as specified in this section. An assisted living services agency may contract for on-call registered nurse services with a licensed home health care agency. The on-call nurse shall be reachable by telephone and shall be available to make an on-site visit, if necessary in order to: (A) respond to the assisted living aides during the provision of care .to clients; and (B) respond to client emergencies. (9) I.n an assisted living services agency that serves no more than thirty (30) clients on a daily basis, one (1) individual may serve as both the supervisor of assisted living services and the service coordinator, as described in subdivision (5) of subsection (C) of this section, provided that the assisted living services agency is owned by, or under common or related ownership with the management of the managed residential community. The minimum qualifications required for the supervisor of assisted living services shall be sufficient to meet the minimum qualifications required for these shared positions. In the event that the monthly average of clients served per day excde4s thirty (30) for two (2) consecutive months, the agency shall not qualify for the sharing of the positions. (10) The supervisor of assisted living services shall be responsible for ensuring that sufficient numbers of assisted living aides are available to meet the needs of clients at all -times based on the clients' service programs. r . i v ` 3TATE OF CONNECTICUT 4647 REGULATION . OF 19 25 page aEpages '•' NAME OF AGENCY DEPARTMENT OF PUBLIC HEALTH AND ADDICTION SERVICES SECTION (k) Client service record (1) Each assisted living services agency shall maintain -a complete service record for each client, All parts of the record pertinent to the daily care and treatment of the client shall be located in an accessible area on the campus of the managed residential community. The agency shall use a format that shall be provided by the department. (2) The complete clierft service record shall include, but not necessarily be limited to: (A) client identifying data including name, date of birth, sex, date of admission or readmission, marital status, and religion; (B) name of family member or stgnificant other, including address and telephone number; (C) name, location and phone number of client's personal physician or source of medical care; (D) complete medical diagnoses; (E) all initial and subsequent orders by the physician or health care practitioner with applicable statutory authority, if applicable; (F) assessment of the client including pertinent past and current health history, physical , mental and social status, and evaluation of client's needs; (G) annual and other certifications by a physician or health care practitioner with applicable statutory authority of the client's chronic and stable condition; (H) a client service program, completed by a registered nurse in consultation with the client, family and others involved in the care of the client, within seven (7) days of the client's admission to the agency, which shall be reviewed as often as the client's condition requires but not less than once every one hundred and twenty (120) days, shall be explained to, reviewed with and agreed to by the client or his or her representative, shall reflect the client's or his or her representative's or family's preferences and choices regarding client services, and shall include but not necessarily be limited to: (i) identification of client's problems and needs; (ii) goals of management, plans for intervention and implementation; (III) types and frequency of services and equipment required; (iv) types and frequency of services to be provided by the client's family or informal support system; (v) medications to be self-administered with supervision or administered by a licensed nurse, treatments and other required nursing services; (vi) written ,instructions for the assisted living aide which shall be completed before the assisted living aide provides care and services to include the scope and limitations of the assisted living aide's activities and pertinent aspects of the client's condition to be observed and reported to the registered nurse;. and REGULATION 4647 'a9e_..1ff' �9ces NAME or AGENCY ' .r DEPARTMENT OF PUBLIC HEALTH AND ADDICTION SERVICES SECTION (vii) frequency and plan for registered nurse supervision of the assisted living aides, including methods of ensuring ongoing competence of the assisted living aide; (I) nurses notes including changes .in client conditions and notification .of appropriate sour.ce `of medical care, family member or significant other, treatments, and responses to such treatments; (J) a record of medications administered, including medications pre-poured for the client or medications refused by the client; (K) documentation of coordination of services with the client, family, and others involved in the client service program; (L) documentation of all care and services rendered, including assisted living aide notes which have been reviewed by the registered nurse; and (M) referrals and discharge summary, if applicable. (3) Upon a client's referral to a home health care agency, the name of the agency to which the client was referred and a summary of the reason(s) for the referral shall be documented in the client record including the staff person contacted and the date of contact with the agency. (4) Upon a client's resumption of services by an assisted living services agency, a summary of the 'care and services provided to the client by the home health care agency shall be documented in the client record. (5) All entries in the client service record shall be typewritten or written in ink and legible. All entries shall be verified according to accepted professional standards. (6) Client service records' shall be safeguarded against loss, destruction or unauthorized use. (7) All client service records, originals or copies, shall be preserved for at 'least seven (7) years following death or discharge of the client from the assisted living services agency. (8) Client records shall be confidential . Written consent shall be obtained from the client prior to the release of information to persons not otherwise authorized under law to receive said information. (1 ) Quality assurance program for an assisted living service agency (1) ,11here shall be a quality assurance committee, appointed by the governing authority, consisting of at least one (1) physician, one (1) registered nurse with a minimum of two (2) years of clinical experience in home health care or one (1j nurse with a bachelor's degree in nursing and one (1) social worker with a bachelor's degree in social work or in a related human service field. Representatives appointed to the committee shall be in active practice in their profession or shall have been in active practice within the last `` five (5) years. No member of the quality assurance committee shall 57ATE CF CONNECT 4647 REGULATION �F ?aqe 21 25 pages NAME or AGENCY DEPARTMENT OF PUBLIC HEALTH AND ADDICTION SERVICES SECTION be an owner, 'stockholder, employee of the agency or related by blood or marriage to an owner, stockholder or employee of the agency. However, provision may be made for employees to serve on the committee as ex officio members only, without voting powers. The service coordinator of a managed residential community may be appointed to serve as the social worker for the assisted living services agency's quality assurance committee provided that the agency is not owned by, or under common or related ownership with the managed residential community. (2) The quality assurance committee shall meet at least once every one hundred and twenty (120) days. (3) Written minutes shall document dates of meetings, attendance, and recommendations. The minutes shall be presented and acted on at the next regular meeting of the governing authority of the agency following the quality assurance committee meeting. These minutes shall be available to the department upon its request. (4) The professional advisory committee of a home health care agency that owns, or is under common or related ownership with, an assisted living services agency may also serve as the quality assurance committee for the assisted living services agency, provided that minutes and other records clearly distinguish committee activities. (5) The functions of the quality assurance committee shall be to participate in the agency's quality assurance program 'to the extent defined in the quality assurance program policies and to, at least annually, review and revise, if necessary, the agency's policies on: (A) program evaluation; (B)- assessment and referral criteria; (C) service records; (D) evaluation of client satisfaction; (E) personnel qualifications; (F) standards of care; and (G) professional issues, especially as they relate to the delivery of services and findings of the quality assurance program. (6) Each agency shall have a written quality assurance program which shall in but not necessarily be limited to: (A) program evaluation; and (B) client record review. (7) The quality assurance committee shall conduct the program evaluation, which shall include, but not necessarily be limited to: (A) the extent to which the managed residential community's policies and resources are adequate to maintain core services on a regular and continual basis and are appropriate to the community tenants and family needs; and . X REGULATION 4647 =s ?age_22`'-__23ces NAMZ Or AGENCY .ri DEPARTMENT OF PUBLIC HEALTH AND ADDICTION SERVICES 3ECTICN (B) the extent to whi.ch the agency's objectives, policies and resources, are adequate to meet health and personal care needs of the managed residential community tenants, including referral to other health care services 'agencies or professionals, as appropriate. (8) At least every one hundred and twenty (120) days, the quality assurance committee shall review a random sample of active and closed client records. Each record review shall be documented on a record review form apd shall include, but not necessarily be limited to verification that: (A) agency policies are followed in the provision of services to clients; (B) services are provided only to clients whose level of care needs can be met by an, assisted living services agency; (C) provision of .care is coordinated within the agency involved in the care of the client; and (D) referral of the client is made to a home health care agency or other services of care or health care professionals when the client's status and care needs are no longer limited to the services provided by an assisted living services agency. (9) The agency's sampling methodology for reviewing client records shall be defined in its quality assurance program policies and procedures. (10) An annual written report of the agency's quality assurance program shall summarize all findings and recommendations resulting from the quality assurance activities. This report and documentation of all actions taken as a result of the findings or recommendations included in the report shall be available to the department. (m) Client's bill of rights and responsibilities. An assisted living services agency shall have a written bill of rights and responsibilities governing agency services which shall be provided and explained to each client at the time of admission to the agency. Such explanation shall be documented in the client's service record. All clients shall receive a written copy of any changes made to the bill of rights. The bill of rights shall include but not necessarily be limited to: (1) description of available services, charges and billing mechanisms with the assurance that any changes shall be given to the client orally and in writing as soon as possible but no less than fifteen (15) working days prior to the date such changes become effective; (2) criteria for admission to service; (3) information regarding the right to participate in the planning of (or any changes in the care to be furnished, the frequency of visits proposed, the nurse supervising care and the manner in which the nurse may be contacted; (4) client responsibility for participation in the development and implementation of the client service program and the client's right to refuse recommended services; .. REGULATION 647 =° ?aqe 23 :E_ 25;ages. NAME OF AGENCY •r� DEPARTMENT OF PUBLIC HEALTH AND ADDICTION SERVICES SECTION (5) right of the client to be free from physical and mental abuse and exploitation and to have personal property treated with respect; (6) explanation of confidential treatment of all client information retained in the agency and the requirement for written consent for release of information to persons not otherwise authorized under law to receive it; (7) policy regarding client access to his or her service record; (8) explanation of the complaint 'procedure and right to file a complaint without discrimination or reprisal from the agency regarding the provision of care and services, any allegations of physical or mental abuse or exploitation or the lack of respect for property by anyone providing agency services; (9) agency's responsibility to promptly investigate the complaints made by a client or his or her family regarding the provision of care and services, any allegations of physical or mental abuse or exploitation or lack of respect for the client's property by anyone providing agency services; (10) procedure for registering complaints with the commissioner including the address and phone number of the department; (11) the client's right to have services provided by an individual or entity other than via an assisted living services agency; (12) the circumstances under which the client may be discharged from the agency or may not be permitted to receive services from the assisted living services agency; (13) a description of Medicare-covered services and billing and payment requirements for such services; (14) information advising the client of his or her rights under state law to make decisions about medical care, including the right to formulate advance directives such as living wills and durable power of attorney for health care decisions; (15) the client's right to make individual arrangements with an assisted living services agency which does not have a formal contract with the managed residential community in which he or she resides; and (16) the client's right to terminate or reduce services provided by an assisted living services agency at any time. M. • • , f 5TATE of CONNECT l_U: 4 6 4 rZ REGULATION OF ?age24._oE_Z�_?ages NAME OF AGENCY DEPARTMENT OF PUBLIC HEALTH AND ADDICTION SERVICES SECTION STATEMENT OF PURPOSE: To establish licensing regulations which shall provide a new option and allow for provision of integrated services to persons primarily fifty-five (55) or older who live in a managed group living environment who may require some aide with activities of daily living or nursing services and wish to continue to reside in their own homes. Provision of assisted living services through a licensed assisted living services agency offers an option to enhance home health care services by complementing existing models and recognizing a lower intensity of service need and provision. It is not intended to prohibit individuals from obtaining the services of personal care attendants subject to the provisions of Connecticut General Statutes, Section 19a-490(f) . It does not replace care levels designed to serve the needs of patients, residents or clients which are dictated by the acuity of their condition(s) , rather, it expands the continuum. Document #0148N VN N139 REV. 1/77 4647 647 Page 25 of 2S pages. lie it knoNvn that the foregoing: , (x� Regulations ( J Emergency Regulations •JI a r•c: [K� Adopted ( J Amended as hereinabove stated ( ] Repealed By the aforesaid agency pursuant to: (X] Section 19a-495 of the General Statutes, Section of the General Statutes, as amended by Public Act. No. of the Puhlic Acts. ( J Public Act. No, of the Public Acts. After publication in the Connecticut Law Journal on March 22, 19,94 of the notice of the proposal to: ( J Adopt ( J Amend ( ] Repeal such regulations (If applicable): [ J And the holding of an advertised public hearing on 26 day of April 19 94 WHEREFORE, the foregoing regulations are hereby: [ J Adopted [ ] Amended.as hereinabove stated [ J Repealed Effective: [X] When filed with the Secretary of the State. (OR) [ J The day of 19 Date SIGN (dead of lloard gency or Commission) OFFICIAL TITLE,DULY AUT•IIORtl.•rD n Witness Whereof: ���2 �R Commissioner Approved by the Attorney General as to legal Si OFFICIAL TITLE.DULY AUTIIORIZEU suflicicncy in accordance tvilh Scc.4-169,as �� ARSt�C Atty Genes--y mncndcd.C.G.S.: ).]Approved ' O T 1 E C E I V E D ( j Disapproved ' NOV. 2 9 1994 ( J Disapproved in part, (Indicate Section Numbers disapproved only) RECORDS & LEGISLATIVE SERVICES [ J Rejected without prejudice. SECRETARY OF THE STATE The Legislative Review Committee in accordance EDATE / �Sl Jerk th Jilslative egulatlon Review Committee with Sec.4.170,as amended,of the General Statutes Two certified copies received and riled,and ode s copy forwarded o the Commission on Official Legal Publications in accordance with Section 4-172,as amended,of the General Statutes. ENE Zq ��11�f s1��0(sue IZf th e State) av%`� . � ...... INSTRUCTIONS One cop}' of nil regulations for adoption,amendment or repeal,except emergency regulations, must be presented to the Attorney General for his determination of legal,st frciency. Section 4-169 of the General Statutes. Seventeen collies of all regulations for adoption,amendment or repeal,except emergency regulations,must be presented to the standing Legislative Regulation Review Committee for its approval. Section 4-170 of the General Statutes. Each regulation must be in the form intended for publication and must include the appropriate regulation section number and section heading. Section 4-172 of the General Statutes. Indicate by"(NEW)" in heading if new regulation. Amended regulations must contain new language in capital letters and deleted language In brackets. Section 4-170 of the General Rfnfivtet_ TYPE 1 DBl - IN -TA 7_66.63 10'-12'CPP-S 01.0% INV-25r7.51 - \ 4 m PCB/14 I.._ L `270.0� ♦ \ . 8 TF-262.36 -264.73 �166. IN) tNV-256.81 - ' NV- 1 - - _ .48 _ W V= 262.84 -i _ ^�12*CPP-5 0 20S RW�8 ATERMNN_._ S L.P 140 l.F. .., .PVC S PCEt/72 - ' RF '-12'CPP-S O LOS i 1F�64. PCB 1\12,CPP-S O TcOS I 2t'..) O` 34'^•15'CPP S OI.SS L.P. 12' V 286\ \ `� ` �' P 5 PCs/15 96'..15'CPP-S 01. - PROPOSED CONCRETE i P08/2 \ \ SED - - _ _ PcBjITF-486.45 TF=2Q236 I - - - _ 264.00 4'� t80N7►t •9 I 1NV-262.99 IN A INV=260.18- 7g...1 -S O 4.0X PETQF: CPP-S m 0.6X 258.64(15 46'^•16'RCP - PCB/if(C-L RC8 - V-265 - TF-266.0 R(. 70.8 r 26..,12 04.05 t t I I F.E. TNV.254.00 - - .` Pcb#K- RIP RAP AGE - _ _ " \� `INV.266�7,2 _� \ I267. \_ •� Xi I �I MEADOW- �-F, 0 5 JT.S PC808(C-w ` ` `y ' r r Q P08216 1 30�MCH X 8' 2 .SA ." N x 49'-12'CPP- 07.05 \ ` TF-26t.- \p TF-'282.30 a 1 VVIDE FILTER�ILTDHEB ••T•• 2 5 �, `� �t{V-266.53 `\ \ INV-279. 9'X78 ?' PA T10 \\ SPACE \ ` ` ) PLANTED PCBR1(C-L) `` PEE ATIO \ ` ( . &O-FILTET2 TF-267.00 'Sp'^12-beP-S.O2.01[ > > V� 8 S � IHV-263.75 � \ � 1 ' ORASS SEED TUX / 5 2 o 12' f Q 1500 GAL GREASE \ASE TR P 1'2ht.30 259.0 IN N 2> ` ` NV-278.05 I 1 -259.> OUT ?7j.5 1.5 271.5 ` 2-n.5 , ` ` - C. RIP'RAP _ ISLAND ? a PLANTED .v SM. M.H. No. 810-FLTER y. TF-267.50 `� V-258.52 PATIO i i -�\ -OFs - -- - - - gS 267.58 °P0 SDR 5 T« 0 ) osINV-260.D0 PRQPOSED 13UIIIQING H.P 5 1ST FF:27200 RE s RhcE 1 3' Z° 2ND FF.282.00IRIA TIC RFFRM r}�° \ PLANTEDWET -'- e' r - •, • ` 1 ', NO-277.0X, \ 1 (xiA55 .-254 i � 3 7 tt6� -{- 269.5 ! 268.0 TURE N s2 1 ') 8' P \ t _ It V.- • \ - - - - T v..+'2S'f.;7 24`OUTLET m `1 f1REkCH DR , 4 p i ( WJL E DET WV AfI) >- - (SEE 265.0) P , PATIO m \� 0 P !2-Uyr- L) y lF 266(0062.80 , c � - INv,--50.52 24' OUILET `' � 9 w 1 \ •. T' INTERMEDIATE RIP RA 1 V? 5 4 2- d �•. _ _ LEVEL SPREADER(8 V- 8) \ _ BOTTOM O EL-249.0 1 \PCB/23 \\\• PLANTED 610-FILTER - _---_- _ _ _ _ v ` / - ,.� TF.275.70` O \ INV-272,4 J(l INV-26'6.23(( � � 1 7r..j \ ` - - - - - - - - - - - - - PC8 24(C-L) 271.5 TT_ 66.2 + R.� o wv 66.25 I p i+ i PETITION We are property owners in the town of South Windsor opposed to the senior assisted living center proposed by Chakalos Investments, Inc. for the Krawski farm property on Foster Street. NAME ADDRESS SIGNATURE DATE J C(e it w 5- --G Jcrl ol Dow iod Lao CA `� ZNOPZ� PETITION We are property owners in the town of South Windsor opposed to the senior assisted living center proposed by Chakalos Investments, Inc. for the Krawski farm property on Foster Street. NAME ADDRESS SIGNATURE DATE 1/14Z L r �ae11� D JA a5� 9' 0 -? d/ � Fj Cam`�J GvGG� S� PETITION We are property owners in the town of South Windsor opposed to the senior assisted living center proposed by Chakalos Investments, Inc. for the Krawski farm property on Foster Street. NAME ADDRESS SIGNATURE DATE ( S � it t C A/ N c A-) pry , s- Z 77 Z)A S-J V- 7 j&M -"44L1eJQ 44— 99 -b1f6,�Ilx 7�o � i-A 10 ^ LL 12 PETITION We are property owners in the town of South Windsor opposed to the senior assisted living center proposed by Chakalos Investments, Inc. for the Krawski farm property on Foster Street. NAME ADDRESS SIGNATURE DATE A n n -Fri v i Bonn o a1 q F06- er 6*. 6®. Wrnd ` .� �t ✓r r _ S �7 M c g4 1�h 5 213 i — Z G P d� PETITION We are property owners in the town of South Windsor opposed to the senior assisted living center proposed by Chakalos Investments, Inc. for the Krawski farm property on Foster Street. NAME ADDRESS SIGN URE DATE S iIZ- ve'tiu 1�- c" 3t t o�ie � t u�,n 2 �5 Z'6 jdct�� q ( SA-K--sf .S. ( dSC XX L 4 L�T7 512Fe �� ii PETITION We are property owners in the town of South Windsor opposed to the senior assisted living center proposed by Chakalos Investments, Inc. for the Krawski farm property on Foster Street. NAME ADDRESS / SIGNATURE DATE Cl 70 6-Ck ,��i DiQh� e r r 4d Q K"U- \b L 6:ro0 66e 144 CD r harc 4II r, 11-7 (Ylze'�'f 2 PETITION We are property owners in the town of South Windsor opposed to the senior assisted living center proposed-by Chakalos Investments, Inc. for the Krawski farm property on Foster Street. NAME ADDRESS SIGNATURE 4 DATE 2 C)-`r 2 r MA l 191 1)/Ezo Sri s lr PETITION We are property owners in the town of South Windsor opposed to the senior assisted living center proposed by Chakalos Investments, Inc. for the Krawski farm property on Foster Street. NAME ADDRESS SIGNATURE DATE 10 [,v�.,D✓, t .�!� �X y-/�✓ "`� -S`f z// `/�7 LFW 7-/('/Z-1/ e,,V I-r1Y 7 7 CTC,,-,E� CT J-W `72- Al S 7'f9 N L t- -!5 H 4 ✓c'L. 8.5— Ola cl¢vg2 b L Z- — S v9Z 5Ox6lace 1// 1�1 e'C)A�)Co J 0 V �1-fe, t kAelrd 6dw��b r zz)�I'Ab ��j a- sl 4 b ✓ e - -21 PETITION We are property owners in the town of South Windsor opposed to the senior assisted living center proposed by Chakalos Investments, Inc. for the Krawski farm property on Foster Street. NAME ADDRESS SIGNA41 DATE 664 - 3-9 Ce /23/9 V�C lC�2L� iC -�Tc�✓� a CA(, nAl -2 3 1 5',�13 G--L L L C L )A) 1 a N _ �3 92 Mg r 'Ell eo Pe C k /-5-8' LOs-(T �O rd 141' l 1 C P-zi 7 PETITION We are property owners in the town of South Windsor opposed to the senior assisted living center proposed by Chakalos Investments, Inc. for the Krawski farm property on Foster Street. NAME ADDRESS SIGNATURE DATE N/f�t S'*, OOP S-2 7-7 7 piti. G r S s v PETITION We are property owners in the town of South Windsor opposed to the senior assisted living center proposed by Chakalos Investments, Inc. for the Krawski farm property on Foster Street. NAME ADDRESS SIGNATURE DATE 7 K lOft ba r l( Au 61 31 q'1 � � tvtt ,WZ / 2z7 r,41L-- /"ASTitU�'1,4 TT�o YILL 7 9 r PETITION We are property owners in the town of South Windsor opposed to the senior assisted living center proposed by Chakalos Investments, Inc. for the Krawski farm property on Foster Street. NAME ADDRESS SIGNATUM DATE y PETITION We are property owners in the town of South Windsor opposed to the senior assisted living center proposed by Chakalos Investments, Inc. for the Krawski farm property on Foster Street. NAME / ADDRESS SIGNATURE DATE f PETITION We are property owners in the town of South Windsor opposed to the senior assisted living center proposed by Chakalos Investments, Inc. for the Krawski farm property on Foster Street. NAME ADDRESS SIGNATURE DATE ocv A4!C o?�5 o S Sael Cc GC/ Gws- � S as Nbwav' F t n ZO I`b c r le er J,_ / ' �S fc� _S; `f XPId47 r M m m PrTON a j'�,�,�,L11111 We are property owners in the town of South Windsor opposed to the senior assisted living center proposed by Chakdos Investments,Inc.for the Kawdd v faun property on Foster Street. N NAME ADDRESS SIGNATM DATE an�a�f c o 3 M - i V/ r 1.LL TLL V' �n co I` VT, V' I N E N m Q o- PETITI We are property owners in the town of South Windsor opposed to the senior assisted living center proposed by ChaWos Investments,Inc.for the Krawdd Nfarm property on Foster Street. NAME ADDRESS SIGNATURE DATE cSW o • IJoark a I Fn�Iv S• W• C � K nn nn 1.79 dos- � ST. S, W l � -�1 Z4.17 I- tL m m �i m t` N I } / v ti 1, h frt� via �'...,.. f)•Q.•'' '� i , i � ':»+ tjfY JV � lei �• , ''t t \� `1(t 41 � .��tr�u � r roo r I�h .........._..... jl 1 n„4� byw,lrtU f r f aJ �4i r�IF37'q'i � ,_ /.��'... �—.�:-1•� j,,yl/� i,�.J.i•..F�V l � q1� E� ``\'•••� ,'� I Y ,- V i�'�S� . ' ... .-n. _- ,.-...�—'1!/ � -..o_..___.-`, 1 ��:�.4� ,l (�W f,>✓ \1 r�. i min _ �y.�:(.tip. rr.. CUPW P GG QA11E'L Af* N/F K� N/f N MOW A40SUMM lt7wtl .Ri/N P.!SERlr/N G YC1iAEZ!C,Mrr S G III�ASf�>� aL11FSY N,NN /y� ��.:. —————-- Q7L11 IKgfinlp CAWJWAW au dEMWF � ' �- _ use i.�'s..f,_z.��`~\\ _ ..__ `__.' - Oti\_``-•___-___• JAI~ ,_.--•--- -- I 1 000 J •__•___--_ _� _\\\` �•� ``.�' `'^`.�`'_``._�`^`. `����—�`\ `\ ,\ _ `, -(�_ .�.:-•�,:���r� ..,,..,..:,..a.-v..r-..:..-.-1�t.a-+.,ls„�:,n.'=:h+i�.J� _ ,min»��+`.',;^ -.---•1� t—;' ^� rL` \• _' 1 _ _-__---• �y- - \ '.` ."_ALft'a.:�..AJ._.....v� sA.✓J,,j-l.d�i \ ` ��'�'�`A�Y. - 'F.�.,,r�� �_ kr - --- tt }11 y- w yp 1 i!°SEN Z ARAI/9tl bw it ------------- A�EA LW -A a` M1 1 �,..«°6.P.A arantoeaF �---•. - arA1.7ERQ f1EZTNL 1 yy fL�'JDP t 41 } 154115 pt At, + i i i + � / r Abe g,q 1,C=TK OMOHa-M-A—RE t M CH umin REVISIONS aes SURVEr AND HAP HAS eEax PREPARED m AGWRMMCE MM sEcnoHs so-wa-1 MRu 2°-a°oe-so 44 IACAMI"5 AS ALL ou Na 614D°11 ou ABIS Of ME IE°uLA S OF°O"NEClla1T M ACFIIa6-$TA"°AR°$Po8 A8y300 AHD YAPS I ME (860)221-8755 N Fa•AATgR.NL E70S�WD 1r nna auuiD STATE cF caNRE s Cur AS FNOCRSEO Br n E CONNECT Q T ASSOaDS F OF LAVE SUND MAP 1xc THIS GRAPHIC 9CAIE BOUNDARY WRVU FLAN OF. SHEET gy BE ALL VERIFIED PRIOR TO STAKED INTTHE SLRYE'(CpIFORYS TO HORIZONTAL A=RACT Q SS.A-2 a a a wo tl B2.Y CENSE5 ARE TO M SN P*R ME FIELD esign �A v TAD Or' MTA^S COMMONS _ BV S RUCTSFD LAND SUR`1EVOR PRgR ID - TO,�BEST of"`RNDTAmcE AND BELEP.DBB�rs BUBSfARTIALLV D�"EDT AS"DIED"�O,. Sofeselonals, Inc. BENIOR A89t8TED L1VIIdG FACIi,ITY M THT!IU kA N. (IX lGT) D£5A.'1�F.LAL DRAAM.✓A[ p4fL11ED.•RPA/1 M13 PLAN 5 OAND IAiESS A BEARS ME 1 lDh-50 fL ' .e..r. p F THE PR SEAL Nq D GINEE SNi+ATURE 1c.; Civil•DDiOa•r• • PIOOO•n • •IwV%PR •� :96-970 DAM 12-2-T-96 Foster AY�t OF ME PRaeEssoNAl ENGINEER/SURVEYOR. N0. DATE DESCRIPTION BY RICHARD P.NARTE 1 85 south sat•iNt•road.south wind—.eonnee4Cue oeo7s OFAANAY`MO.:D. "96970196970OMC t3OUTH WQdDl30A COp]j�$�(�Tq the 'WWW1.&ackm Design Forum acANCPrrFroJ _ 5 — lame 1 inc• -}- _ architecture ' s — design e 8a BRICIC�..- DRT'YIT BRIGx LOAD►Ya DOCG-'� -�DRYVIT - \—eRICC - Plannin8 q 109 SbLWd St—t :'� y�. Tact HarUwd.CL i i W,6 LIM TT.L 263-963-9060 ha 203-463-7497 l �1rcPIT:NG FOR I+xidl PIBE.4.aL 5ilIN d W ♦` - %:a'L INr.LS9 - �j1R(QR eR1«� c:Va e-N� 1 M ISM - \ BRICK BA8E Di7CD C'CLWN9 �GRYYIT BR1OG CRTVIT �aR NOTICE. IL a CANOPY lPTDJ BRICC a RAILING(PTDJ THIS DRAWING AND THE AROWECTURAL OF T HE DEPICTED ARE T PROPERTY OF HE DESIGN FORUM,INC.. THE USE,RE-USE.OR REPRODUCTION OF IA8•.:'-0" THIS DRAWING FOR ANY PURPOSE WrATSOETER'AITHOUT AN EXPRESSED WRITTEN AOREEUENT BETWEEN THE DESIGN FOROM,INC. AND-HE UCEP IS PRCHIDITEO. m 1295 THE DESIGN FOR:'Y INC. =33E�aL:bB DCw ER9 FCR 4R--:'L Bar.K'aLEB r"' VENT`!'.a MMM !!I L_J Q RYVIT ./(�t i1ol :hD 1C�CR . �, r a .r BRICK cce — ,c�. -�yp■ -:T _ BRICK 91cro cc l"Ns . RG1L,1 (P`DJ BRICK ORTAT ORICTC DRyvTJ \--WCO 11:1149 r-`! a CANOPY(PTDJ Ir�+YI 03 BRICK 5 r+fi 9E700 HCl/C,9 ARGIL 41,NGI.E9 (T rt �^Y, � O PIBErr..d.Ass FA / ARCH'L$W-CiLES U)CCD C..cLu':g '� - r'�' N i a C_r.... (PSDJ t" 3z T _ FACILITY E!_EVATICt'18 BRICK DRAT BRICK DRywr atlCK GENERAL NOTES: ar N.1r31 9w.e NL �•.T_®. 2. ALL ORT'YIT to OE Rm W/A DiIITE WAb1 PlldllN d�3. ALL ROCW&Ar4 LES TOM ARCwMCTIRAL FIBEIRe3LA% 4,ALL U*00 O TO BB CA WW WF i OV6!i GRILU s• l _ CLaea.d o.�. 4J't.71 9631E1.1-16 --------------------- ----------------------- -------------- ------ { ------ ---------- ----1 fill � I y PIIDP'O�ID ouaDMOPill �' I 1 7 M 1 I � , I _ 1 I � I '\ I \ I • r+ Qfz�u .v.wr "'�' swc s� GENERAL NOTES- RECEIVED APR 281997 SOUTH INDSOH PLANNING OfPT. 1.C-A S O SH SE NOTED,DOSSEE Nc AVAILABLE REVISIONS THIS SURVEY AND MAP HIS BEEN PREPARED IN ACCORDANCE VAIN gCTITNS 20-5)01-t T RU 20-WM-20 IKFO TI AS SIOVAI,ARE BASED ON AVNIABE OF THE RECUUBCNS OE CONNECTCUT STARE AGENCIS-'STANDARDS FOR SURVEYS AND MAPS IN THE (B60)291-8765 BOUNDARY SLiRVB9C PIN/ SHEET I E FEnT VERON.IFIED ALL E)05TNC U7R.N6 agULO STATE OF cONNECTWr As pooRsio BY THE CONNECTCUT ASSOCIATION OF LAND S RVEYORS,INC.THIS OROWC SC= a Y BE FL U IUTIES PRIOR E eD KEZ)IN oN. SINRVE'!cacDTas TO t10PoZOiTK ACCURACY CLASS A-2 « n >o esign STATITTOR7 DIVISION RITA'S COMMONS B ALL UIR1T6 ARE TO TV STIR PIR R THE FIELD �ofessionais Inc.BY A LICQl49 LAND SURVEYOR PRN1R l0 70 TItE BEST W YY KNOVAIDOE AND BF316.TtRS YAP IS SIAlSTAMTALLY CORRECT AS NOIID HETE011 �` R� CONSTRUCTION. (an") SENIOR ASSISTED LIVING FAcM= I THIS PLAN Ns RVAINI UTAFM rt BEARS THE i loch-60 R f LIESII:A^JAL ORANN.•✓AL N77£C1lFD.•RPM •gRES91NN S MID ORIQN s;,A,UaE - 12M xv No..96-970 DA7E 12-2.T-96 FOeter Street OF TIE PROFESSONK ENCINEER/S7RVFYOR. NO. ATE DESCRIP770M BY R0"D P.MARTEN. UC.Na. awe engmean • Plann•ra • •urveyr• 165 south•atelits road.south wi,d,.,r,annw.itcut 09074 1 IRA~.--n.1-1-1 SOUTH vingw R . [YlT0fii4/A'lnFTn - - ♦ �•YiS.. S �t7. :'Chi""• N/Ir - ElA j PCYIEIIIL __ MS AT I �� N� 7071N ♦CYAV P. t SUS.W G M N/F N/F N/p N/F N/f• N/f' _J7 BARRA(:1 R7 _I.1 O'L/me!61RgC S .A%" P. V fNmoam G VA53AtS!EfSTRAL OOPEEN JNV70S-IXYLA/S GFQQG£F. + �rra•r 1 6/C70f/GNO NASGIXA ,�.a m, _ rur 'VwYSc116' a� PS�'IAt�SNIraR'c Q V,..� _ vr..r•F. r.:..x ------------- Ami!z-ft- �. .------- _ -- 'ti lye' } .C _ .1 1 ___ •,'�� •' ''� - _ - {_ I' X - I - .772,,954 sq. R -17.74 ar: �1 �" �• __-- _. - .�'���•.cT`• i { - ref. i ` �� � � - .. - PQ( C•SED BUILDING a { 1 -- - - - �`; 1'. - -'-- :•\ �ruan.• P .isr mzruo 0. � I �f?y, _ _ - -- - - \� --mac._�•• �� � � _ \ j - _ ".� .¢mil \� .--_—._� l �• \ _ - �i i� ry Z� \ / }} r•:s�, s 1 - ------J. � ..1>_.� _ \ R .m.f e�.�'.•T 'rc'.oz M..x `�j �i ? ..• 7 NIr WAL 7ER G d EVa 7N L i L - F057ER ------ i r otT L ATA AS MINK MC 07ipa AWd.A REVISIONS C .. $e Y! Wm"w AL w< alma rl w a SHEET K r�ea�nn�m CW dWjc w csArme xus t�l m�-rFae w AL 1DOW AR S t=MW 0 r6a .f - 6 RITA'S COMMONS n w tla/.m twRo awKwirwoe m wo nAr+tRs �9'9 �'Qf e8slona,s, Inc. aylxNww as�wr�15 SENIOR ASSISTED LiVW FACMM n01L lAK9tArE ARGNTECtf t:.m 1 - Nz w m r - . NVIItD tltDJ R BARS 7K - Alascme A RI�t l WY 1a a. 1'T/ c�__ w4IW PR lrAt N&da7tK sauna Rrwn.c♦«.n - ..- 0AW 4-15-97 &reo s w[sRo>o.v�,u tRaEII!/B,RYEYFA N0. DATE DESCR1P17DN BY w whA MR rr♦rvq - .._ .m at1:97047.00 FOfL!! Jl 7!7 RnM RawR rew, „r,a.ar. OW74 MowA6l•9704100-L1.A sotr I WD13MR o CONNSC•TYCUT ■Rr� Oil 1 tj r -- F_ / I , aC�� �4,• +Cl •'Tyr M � / a\ _ ':! `; A r '� ` ..___ i ••,v,,`- s.xr,y��"7. ... 1 Y f P ��,� >lt�,I�; �• ��\ i` 'fit rJ JJJr 't' / f'. �, � 4 1 . \ � ,yr ,�v •.�/ it�1•r 1 j� 111 � K•\. ;� 1 a• I � � � � � '•�! �\ �. �I t °1 a.I a x`t TAN .. .......... r� �i.. �' o •� A lr 4 JY —41 r / w � 5 �` S��� �� '•(' r (�V;r/) � ! fir.• ��T! A . . � _i •---�_—_-'it !'�, ' f`. 11 .310 10 , ki N ff r i 4' 44! I to � Pt��•� I�'� .r � ;� ,lit •! rIu •'� ', / ri,lye 4t� �. 10 220 on r . t t �`\ l� t •'\t� 1 � �` iL 4y 1lYd °�..` ti� \'. ,� \ •Lc �, -- ._. ....__..__ ��+ n!t of ' • .T w, �� +, .r '�� �•�\' •�"_„_ .+• {.'i � ij/�•" j 11 �4i it�:;nt)� �V•y'h�kS ''wo� _`�_ � of /t 1 . ,.F\ K�71yl�f•'Q �1'� aJ .310 k4 s t' .� ,. S.. •'' >• /� •• •-#� ,, .bYax.Y �a�,''- •� ,� s X17"P'�1 -�• w�r3(^''B;I c k7t c:l ;.�>' ,`or ,ti •�\� �\��.- '-t. / .fj .. s 4:4r`y t+�{l�s"�,��� a ••.,. '.j '�� `,. ,%.,� �• �Mrs _ �` �) 4t1 r Sib • f � �4 a cf 4.4 ts,. ' +'}�' "__ --___ .(� �.• ''!�:' `Yrit,. �r3 .� � �:��>s�il'��,fhy� � r . ~.y i/ -'-- ��'�, '!�. 1. i a: ct 'w{.'t+bP✓1` �� °r •� `` st�Y •'• s }'D/ i l , .4.y, i t Ify`•, .,y 1 1 +�';(rr �Z�! 4r ti g r : '� '"' -;,� • +fib 1 `i, t•. yci :' .a tt ��jN�a. z� � • ' iv/ Ie II %��•`�'�.�,` i fky}�' • , _.•,ate,-d � �y (ky ,, •��'f �yc., tf r ,y,.ta y �i s `. ''"\ t�� "" �� \ ,'F r!I ••\\ '11 �1 el�l�. 7� p, `y�� x hti /~ `', / ���'`'\ r• �}�{{(riggwrla,,jj���( A +J 7,� j + +,_.�i .. �.._ \ `•� taMl, ,.,,��.,•� tnt�� ate A�`�'l�a+a°tS'+i y, �l irl F twi Z3dr�=� :I' •e, ��' ` f • "'y�p n+ MOH v +