Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Special Exception/Site Plan/Regulation A
i r.=?i,1 CAT IO"i FOB 7 /� ication ,to. / - OCT 31 W �G Receiver.: . //-/ (.J `7 7 ztior./Public Hearing b.1: Receipt No. South Windsor Planning & Zoning Comml=W APPLICANT: Summerville GT,LLC ADDRESS: 11.9 Cheshire_ Road; Bethany , CT .06524 Ow-NER OF RECORD ON LAND RECORDS Richard S. Kelley ;=FESS: 1 744 Ellington Road , South Windsor , CT 06074 :,f_-M_!_TE LOCATION OF PROPERTY: Assessor's Map r51 Parcel Zc._e R A DR=S & T== & FLY r OF PERSON TO WHOM INQUIRIES S OU"iD B= D_RECTED: James D. Parry , P E . , Fuss & O ' Neill . Inc . 146 Hartford Road . — Manchester , CT 06040 THIS APPLICATION IS FOR: (Check all that apply) Phone • 646-2469 fax : 643-631 3 Zone Change to (Public Hearing require ) 2 . Subdivision/,Resubdivision yd.5 l a. _ Subdivision Minor Major Resubdivisien Minor _ Major (Public Hearing Re=aired) Conditional Approval Owe- Soace S bdivi c" (=uhlic Hearin= Rea-aired) d. _ __ _ �- -- - - X - _ -._a'_ ExcG n-�-c-_ _ic- Tr- 'e 5 . 1 .6 (P hiic Hearin- Ro�a_red: X z Site YlG-"- ._O De`Je OmmPTt Jam- General Plan of Development E . Earth Filling [Sec. 15) and/or Earth Removal [Sec. 141 (Public Hearing Req) X 7. Regulation Amendment: Zoning X Subdivision. 8 . Amendment to Town Plan of Development g. Temporary and Conditional Permit lo. 'Other (explain in detail) : i Applicant Property Own r (See reverse side for additional informatio a c TOWN OF SOUTH WINDSOR CHECKLIST ' REQUIRED INFORMATION SITE PLANS APPLICANT Summerville CT, LLC PROJECT NAME Summerville at South Windsor This checklist must be signed by plan preparer (P.E./L.S.) declaring that all required information is provided. Items 1-7 are required for all applications; items 8-11 required where appropriate. Check mark for each item supplied. _X_ 1. On each sheet for plans or maps, title block with the following information: X a. Name, address and telephone of applicant. X b. Name, address and telephone number of Land Surveyor or Professional Engineer. X c. Name of Development. X d. Date when drawings were made. X 2. Key Map: An overall map drawn to a scale of 1 inch equals 200 feet, which can be used as an overlay on Metropolitan District Maps. This map will show the overall design of the Development and surrounding property within 500 feet. X a. Date block which gives needed zoning information such as percentage of lot coverage, acreage of tract, number of apartment units, parking requirements, etc. X b. Layout of buildings. X C. Layout of streets and parking. X d. Lines indicating proposed drainage system with direction arrows. X e. Lines indicating sanitary sewer system with direction arrows. X f. Names of surrounding property owners. g. Proposed open spaces and recreation areas. h. Driveway cuts on surrounding properties. 3. Architectural Elevations: See attached checklist for Architecture and Design Review. X 4. Plot Plan: A layout map of the proposed site drawn to a scale of 1 inch equals 40 feet on either of the following size sheets: (1) 24" x 36" with a 3/4" ruled margin; (2) 18" x 24" with a 1/2" ruled margin, containing the following data: X a. Distance and bearings of all boundary lines and acreage of site. Iron pins required at all property angle points and shown on map. X b. Proposed streets and street lines with center line station, cun•e data, and parking spaces. X C. Building lines in accordance with zoning regulations. X d. Proposed buildings and other structures, including signs, outside lighting a.nd dumpsters (on concrete pad and screened). X e. Easements, noting grantors, grantees, and purpose. X f. Names of abutting property owners. X - g• Monuments will be-indicated at corners and angles of all streets and at all points of curvature and tangency. `In areas accessible to Metropolitan District Commission points, or other coordinated points, the monumented points within proposed site shall be coordinated. These coordinates shall appear in tabular form on the plot plan. The accessibility of these MDC points shall be determined by the Town Engineer. X h. All open space or other common or public land uses shall be indicated. X i. A-2 certification; P.E./L.S. Seal. X 5. Topographic Map: A map drawn to a scale of 1 inch to 40 feet on sheets not exceeding 24 inches by 36 inches, including ruled margins shall in addition to the requirements of the plot plans show the following: X a. All existing and proposed buildings. X b. Curb Lines and pavement width, sidewalks. X c. Existing and proposed sanitary sewers. X d. Existing and proposed water and gas main systems. X e. Present wooded area indicated by foliage lines. Any individual trees to be saved should be shown, X f. Existing and proposed contours shall be shown in not less than two-foot intervals, but in cases of relatively level land, the contours shall be one-foot intervals and spot elevations. X g. Regulated wetlands and 100-year floodplain or note that none are present. X h. Proposed storm drainage system, showing all catch basins, endwalls, manholes lengths and sizes of pipes. (Maximum distance between catch basins shall be 300 feet and minimum size of storm drain lines shall be 15 inches. i. Connections of all springs into proposed storm drainage system as needed. • Location and indications of existing brook channels, and 100-year flood limits. X k. A-2 Certification; P.E./L.S. Seal. X 6. Landscaping plan: X 7. Drainage calculations: - Zero Runoff Increase per attached guidelines. X 8. Traffic Report: - 2 - .'.a .s ar,c Profiie�: a-. z:ic prole c, the-r�roposez s:rec-.s . - paper of scales 1 inch zo A ?met exceeding 24 inches by M #ees, cl ` tt w ins and cc-..a L Lavou: of streets in sections coordinated b: stati-ans with t b. Street plan showing roadways and drainage. c. Sight line at driveway & street intersections. d. ;Profile of roadway showing existing and finished grades. Roadway profile will show -all tangent,grade and a'll vertidid;curve' reformation. e. >l toffie.arvill ,catch asmI 'and:alt a Iim betw Been catch basins-%6th al i anent _ e va#~cis - cs v 'llie shown and described as to f. 'where any storm drainage line discharges into an existing brook sufficient profile of this brook mill be shown to determine conditions. g. Metropolitan District Commission datum shall be used on aL sites accessible to the_e controls. The Town Engineer shall, based on staridard engineering practices, determine the accessibility of these controls. h. :Profiles shall show all sanitary-sewer lines and manholes, including elevations,sizes, lengths, and slopes of pipes. Top of foundation elevations for building shall be ,shown. 10. Open Space Site Improvement Plan s: I;'or sizes which require or include a provision for open spaces, a plan which contains data for site improvement may be required. This map shall be drawn to a scale of 1 inch equals 40 feet. : i i . Sanittary Reror: CVhere individual sanitary sev age disposal srsems are proposed, the f=i plans sh.aL include a Sa:--:a-v Recor, cerd ied by a Profe_ss:_ ._,I E.,--- . �he repor: sha'1 de...ons:ra:e the fe?iiDi �:ti• o`the pr000sed indivicu_ systemms: T-he rez-= s ou;d dew v.i�. the are:. as c.•hole, discussi.g ti e foLowi.g r�z s: Genera n -re a-.: deve: -e-. c: s ��ou .dir.� a_ea. To o`raphv and na=,al, drainage parer:.. c. Subsurface conditions as shown by subsurface investigation, including soil absorption characteristics, ground water level conditions, ledge rock, and general nature of soil. d. General description of type of development contemplated. e. Detailed description of proposed sanitary sewage disposal facilities, indicating sizes for various ground conditions, materials to be used, and the general layout pattern to be used, etc. f. Special precautions that may be necessary to provide proper functioning of the proposed disposal systems. g. map of general area with locations of all tests shown on proposed layout. h. Flood heights of any nearby streams, brooks, or rivets. - 3 - drat;researtuarui' 'ferion 4.13.5 AN 1-formation rewired above is includect-in this applicat' n at the = [,m,2 n. ,L P.E. F.) ATE 17, 1995 - z - 4 - SPEAKER IDENTIFICATION (FOR RECORD) PLEASE PRINT CLEARLY NAME AND ADDRESS 1. Dfw L prpp� I Guorlook PC/ 2. 3. 4. 5. 6. 2IZ�E2Z 8. Ci02 Poev 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. DRAINAGE CALCULATIONS SU MERVILLE AT SOUTH WINDSOR ��Qc ,J.AllRA� uo. X-9, PREPARED DATE CHECKED DATE �PROJECT NO. Fuss&O'NeiK Inc. Considting Enigiji es j BY BY j L) I`'r 4'rtG f �, _€#l_ - SHEET NO. of Ak , o � � = bg9 1 J p . 1'7 L •CpZo G ci ,3z AG, c.. FO-#110 POSED r..� E D!EN6 f / TYPE 'C' �- BUILDING %CB Ec i � F� �NUt 84 00 j j ---' TF:89.40 FF: 90.75 ,-,�1 _ o: INV-86.20 ( - f J. v —87.7 �.. x Mom � � � 51 " 1O'R ,t 4 z PROPOS 6' CONCRETE .� X 8s �, \. � ��. R BOOR c, 150 L.F. N 15` CPP— X 80 LF�N 15 P—S ® 0. . SE UCTURE TRAP HOOD] 20'R CBE ' L' TYPC 'CL �' J__ -—•" � ON OUTLET + 15 88. 0 �' 0 i V• 830 �� �� INV.- 4.55 PR :85 7000N 1 l R 7' ELECTR -Ea(SFMF AI E�� EXISTING COLLECTOR— LINE FROM ROOF LEA RS CB E 'CL' FROM RETAIL BUILD c •F:91.00 EXISTING DUMPSTER ONE INV.86.10 TO BE RELOCATED WAY NOT RELEASED FOR CONSTRUCTION U6 KARTFaM rto w an oeo . o (eeo)646-2169 In J DRAINAGE AREA MAP —30 0 30 so so N SUMMERVLLLE AT SOUTH WINDSOR SCALE: 1" = 30' Z ASSISTED LIVING FACILITY Do a ELLINGTON SOUTH WINDSOR CT. - 0. a PROJ. NO.:85489A2 DATE:AUG. 1997 SCALE:1"= 30' Ij I.TIV\ILAI 5 ry TIME TO INLET -•, w ko N w AREA IN ACRES RUNOFF COEFFICIENT w a AI o, SUM OF Al ol -4 TOTAL Al ao RAINFALL INTENSITY ca Q TO INLET � © o p GRADE OF GUTTER CROSS SLOPE OF SHOULDER DEPTH OF FLOW N AT GUTTER w WIDTH OF FLOW j, Q BYPASSING- INLET 5, AI BYPASSING INLET 'o . --- � t` _ Al ENTERING '3 rn CATCH BASIN Q.,a AiF!2'�� d Y f��7✓�� ��.:k ��%'c P�,_�i'S E..� � oN 133HS A13 03H03H0 Wa13 1338iS A W V1n C TIME TO INLET vN TIME IN PIPE ;j g ACCUMULATED TIME Y s` CA V`` N l f ° .-- AI ENTERING t� a CATCH BASIN �! + SUM OF Al ..9 IN SYSTEM w RAINFALL INTENSITY tad =o N ti ri O ° ab 0 IN SYSTEM PIPE SIZE Q Q p G p LENGTH OF PIPE a = SLOPE AVERAGE VELOCITY .-Q W FULL CAPACITY HEADWATER oN 133HS AG 03)403H0 ` ri813 133HIS of V, L4 -1 ♦y'c of le A 2, a , D!c8 LI Y�, 1, t L4Z y JHI f `�'p� 1,�� ' C"�i� t._.�. �•��'I �P�` r��' .�. ,,�L2• ' 1 1."tr-r n E*�_..y:Wr 1, 1 /i V �! �+,='� EY:!`:i\•."'t tf' 1 F , `D' c' i i�'f c.- J 'Flow tp Lq ln L+ �' Li je "0 rl .5 760' -�ka F -e4 r�v t 1 SCul02 tl-SM N i IAL R00.ClN4R �LL.t1uG-rolV RD. SD. V�11NdSoQ X.SEL-1 oat [AWrt Coty tst-rtvNs (%-2-'7-q7) )( SELF 047- PR o POSE& �s 1RULi of FaD AoSsib h &1' EIU7 .lkA b W7CKj-r BAs/N �LowS 'I Mt LU DE ALL TO 1b.. k7eN' f. *****ae***e*e**8�'8 LlST OF INPUT DATA �� TC,-?V HYDK0LO8Y***************e* �UB �r20 7NT SUHMA8Y N0PL0TS T\TiF 0N KFLiY NA CFNTER 85-w]YA2 5 RAlNFL 3 .20 8 V.V V0o? 0.0V* 0.006 0.V08 6 V.01V 8 V.V70 7 V.0 9 ` R 0.04� V.0149 V.V5| O.054 8 0.057 0.060 0.0 6.3 0.0 616 0.0 L'9 ' 8 0.072 0.075 0.079 0.082 0.085 8 01089 01093 0.099 0.103 0.109 ~ ' 8 6.115 J 0.127 0.13* O.1uV R 0.140 0,155 0.167 0.171 0.186 8 0.189 0.199 0.210 0.272 0.239 9 0.LJ 0.266 0,287 0.3\2 0.363 8 ' 0.500 0.A.38 0.689 0.714 0.734 8 0.751 0.766 0.779 0.770 0.901 8 V.RU 0.821 0.8 17 V.�� 0.845 8 0.853 0.960 0.867 0.874 0.980 8 0.886 0.892 0.898 0.903 0.908 O 0.9i1 0.915 0.919 0.922 0.925 8 0.911.19 V. 311, V.937 V.Us 0'941 8 0.944 0.946 0.949 6.952 0.95"; 8 0.957 V.9 A 0, 0.9 6J 0.965 0.967 R 0.969 V.972 0.974 0.976 V.978 8 0.981 0.9013 V.985 V.987 0.�� 8 0.991 0.99, 0.995 0.997 V.990 8 LV LV LV \.V 1.V � 9E D T8L J ST8UCT N � 8 82.7' � 8 8J,0 J .V4J B 84,« 4.2 .164 8 86.V 9.7 L\74 8 ' 87.5 12.7 1'920 R 98.1) 173.6 2.1196 8 88'5 43.r 2.487 9 [NDTBL J STRU T O2 a 82.7 0.o V.V 8 84.0 4,2 .068 V R6.o 9.7 8 88.V 13.V 1.�o L R 89.O UV.V 2 �� 9 ENUT L 6 oUNOF i 0o\ L, .07 87.V h mmwm 1 ue h 4 U&f 6 RUHR 67 5 017 FNDATA 7 WREM 6 15 7 COPUT 7 01 01 to 11 33 3 2 W 6? FNKMP I ? COMPHT 7 001 31so LED 1.0 37 01 10 FNKNP I 7 COW 701 01 to 14 nn 3 2 W 25 FNKNP 1 7 CNNT 7 001 % in &9 C§ 3 2 Al 99 F N,D 1,,M p i ENJOB 2 OF 80-80 �XM lvE C8NTo0 PPFKA lnN ]NCRF� HAlH TlMF lNCREHFNrR[CU8n 0 � FxF;-TT!!-r �A.Tl0 ��� lD STA»TTNG TlN[ = ,0o 8AlN VFPTH � J.10 RAlN DUKATIVw� \.m0 RAIu TA8LF WO.~ J AuT. M07S�. �0ND~ 2 AiTERNAT[ N0.= \ STORw NO.= 2 MAIN TlM[ lNC8EMF*� jj P F -ITTf")NI" N'QFF �0 SS SF C.T>� OUTPUT HY RflGRAPH= 6 AVEA= .03 Co Hl lNPUT RUW0FF ��V[= 87. TlME OF ��CENTR*T0N= .57 H0VRS INTERNAL HYD806RAPH TIME lNCREMENT= .0693 HOURS PEAK TIME(HRS) PEAK 8{SCHARGE(CFS> PEAK 8EVAT/0N(FE[T) 12'38 20.23 (HUN0FF) RUNOFF VOLUME ABOVE BASEFLOW = 1.84 WATERSHED INCHES, 32.06 CFS-HRS` 2.65 ACK[-FBT; 3ASEFL0W = .60 US UPFRATlUN RSNOFF CROSS SECTl0N 2 OUTPUT HY8K05RAPH= 7 ARFA= .VJ SO Ml INPUT RUNOFF CU8VF= 88. TIME OF C0NCENTRATl0N= .52 HOURS INTERNAL HYUROGHAPH TTMF lNCREMFNT= .06Y3 HUURS PEAK TlMF(HKS> PEAK 0lSCHARGE<CFS> P[AK EiEVAT0H/FEUT) � 12.38 21.87 (KUNDFF) T[ME(��.) FIRST HYDVOGRAPH POINT = .VV HU0B TIME INCREMENT = .15 HOURS DRAINAGE AREA = .V3 SQ.Ml. 6.0o VlSCHG .0V .OV .00 .00 .0» .00 .VV .V0 .00 .V1 7.50 DlSCHG .02 .V� .V7 .iV .\J �\6 .M ,22 .26 .29 9,V0 0SCH� .33 .JR .4J .u7 .5J .5H .65 .72 .79 .8D 10.5O O{SCHG .99 1,U \.?5 1.uV \.59 \.8N %Vq 2,5\ J.16 4.68 I?.no, DlSCH5 8.76 15.59 2L25 2LJ4 u.90 U.89 8.48 6.4J 5.119 4.37 \3.5V DlSCHG 3.�� 7.32 2.98 2.77 2.62 2.5\ 2.3B 2.2J 2.14 2.V4 15.»o Dl�CHG 1.94 l.88 1.84 1.77 1.7* \.711! 1.61 1.55 1.51 1.*9 16'50 VlSCHG 1.47 1.41 1.J4 1.24 1'09 98 .97 .96 .89 .8J 18.V0 OlSCHG .84 .8N .77 .76 .75 .74 .71 .65 19'5V D{SC6G .65 .69 .72 .71 .66 164 .64 .62 .61 .62 V}SC�S .�� .56 .59 .61 .57 .53 57 .57 .6O .5R 22.5V D\SCHS .5^ .52 '51 .50 .3V .5o .50 .5V .w .37 n{�CeG .52 ,95 .�P .1J .06 ��� .�V .01 25.50 V{SCH8 .Vo RUWDFr ���� kB0o 8ASEF 0N = \.92 WAT[RSKE8 {NCHFS` 3«�7V CFS-HRS' ?.R7 A�f-FEET� BASEFUON = .00 CFS »PERAJlUw RESVOR S78VCTURF 2 TmpUr HYDROGRAPH= � 0UTpUT HYDR0GRAPH= « SURFACF RFVATl0u= R7.7« P.'--AK PEAK BVATlVNTFFT> 1?.R2 9.o4 Hh,.O8 TTMF(PR-c;) rlRRJ KY8 RIA6R PH P0TNT - 'Dq HOURS TIME WFMFNT = .15 HOUR DRAINAGE AREA = AJ 91xl. 7.5O SCHR .0 0 ,0V .0) .C? �Su .0� OR ,1� .i4 .17 7,5V FIN 8170 8170 R170 82.7( 8171 RA72 8173 8173 R!74 8?.75 9.08 DlSCHG I ,2k .24 .?8 .37 IT .41 jh .52 OR 315 9.00 R[V 82.76 82.77 07.79 82.80 0,R> REM V2.R4 81R! 82.H8 0.9k � 1150 O{SCHG .73 .87 .93 1.05 M9 /.35 455 b91 7.70 ?,9J � 1150 EiEV 82.93 82.95 87.99 810? 81»7 8J.\2 8z.1R HJ.;« VJ.Jn Ss.6\ 17.00 D{SCHG 4.31 5,20 6.74 8.44 9.66 Y.B? 9.8\ 9.71 9.18 8.56 {?.VV FIL0 84.04 84.36 84.92 85.54 85.97 86.07 86.V7 86.N 85.81 85.59 1150 UJSCHG 7.94 7.14 6,77 6,25 5.75 5.31 4.92 4.V 4.2J J.08 13.50 [LEV 0136 8114 84.93 84.74 8056 8C41 84.?6 R4.13 84.N 8165 15.00 D\SCHG 2.41 2,08 1.90 1.79 11.72 1.67 \.61 1,55 1.49 1,45 15.00 ELFV 8J.45 8134 8129 8J.25 81?3 83.22 V3.2V 8J.0 83.16 RJ.15 16.50 OTSCVG 1.42 1.39 LJ^ 1.27 1.0 1.07 .99 .94 .91 ,05 16.50 ELFV 0.14 83.13 83.11 0.09 8106 810 83.N 82.39 82.98 V2.76 0.00 DlSCHG .R1 .80 on .79 .76 .74 .72 .7{ .70 .fJ 0.00 FLFV 0.95 02.95 82.95 82.94 8 .94 0.93 8192 RE 92 RE 92 82.91 19.50 DlSCHP .64 .64 .65 ,66 .66 .6J .6Y .60 ,6111 .59 19,50 8FV 82.90 82.90 87.96 82.91 BET 82,9D 0.R9 R2.89 0.88 8?.BPI 21.VV 0lSC145 .52 .56 ,55 .56 .56 .54 .57 .52 .54 .55 21'V0 BEV 82.88 SEW RT87 8T87 MR7 RE87 0.86 8?.b RER7 8t87 27,50 DTSCHG ,54 .52 .56 .49 .48 .48 .48 .47 .47 .4J 22.50 [LFV 82.87 82.86 R2.86 82.85 8?.85 82.85 8185 82.85 8184 82.8J 24'00 01806 .43 .58 .75 . .72 .51 .34 an .12 .06 .0J �.VV F',EV 87.0 RTRR 82.93 82.92 BE Rh 8181 BE70 8174 8177 R?.7\ 75.50 D{SCHG '02 .V) .»o 75.5V ELEV 0171 8170 8170 eUN0FF MME A80vE BUF OW = \.Gw WATERSHED MCHFS` J2.VJ CFS'xR ` 2.65 ACRF- BT) P!A SEFLOu ` .o0 CFS 0PF8AT0N RESVOn STnUCTUKE' 1 lNPUT HYDR06KAPH= 7 OUTPUT HYDm&G»APH= 5 SURFACE [iFVAT0N= 82.70 PFAK'TlMF(HRS) PEAK TSCeAKGF(CM PEAK 8`FV07lDu(rEET) 12.9J 9.24 n5.47 T HF(H�> FIRST 9YDR0RAPH P0}8T = .V0 HVUKS TMF 7NrRF;FNT = .15 HOURS 3RANASF AR[A = o3 SQ.ml. 7.50 DlnCHG .00 .oO .m .01 .o' .oJ .04 .oA .07 A9 7.50 8FV 8170 RT7A 07.71 82.71 8172 RE73 82.74 R7.76 82.77 8179 9100 DlSCHG .0 .13 ,15 .18 .?V .23 .?6 M JA 13 9.06 8Fy SE81 81R3 8?,05 87.AS 8?.90 82.93 a,9A 8J.00 8].69 R1M 10.5» O{SCHG .50 .58 ,66 .75 .86 As 1.11 1.2« 1.5o !.n* 1O'5» BFV R�.05 RT07 83.A9 ntO R114 R!i7 8121 RJ.T RTJ1 Vs.39 D.mV OTSCH6 157 3'R7 5.19 6.49 7,5l n.CA u,?4 117 1pe 7.7y 115n DIM 7.41 7.17 A.RO A,4R h.17 51 Ro 5.61) 5,34 5,OR 4-R4 it 53 BTU Al i 7 RT At Rk 94 W 83 RK 72 KAI W 51 8041 RL 39 Rk 73 1160 DISCHR chi U29 hip 1R5 155 LEO IN Los 1 AR t 51 F. F1,:Ij A RE W 9179 BIT RI S3 R!77 0171 RT Ah 8161 R!57 15 1.15 2,00 !.RR 1,71 17 7.74 7112 1151 1.47 5A F t.Fiw` R--II-5 3 RT 50 2147 RI 44 RT C RN 3R RT 15 8137 RI An 21 A 1100 DISCHR 116 114 LIR LIH 1.08 154 1 An At sa T? RT to R!24 SIT RT 17 F i.IF v R N 7 A 8173 0170 8119 RT th 8T 15; 1,50 DIRCHR At As .02 .86 AR 77 .75 .73 '77 AID 1156 Elfu 83,14 nNu R3,13 ON 13 RT 12 sit? RT 11 Pill Sill Alto 21-00 DISCHO 169 .67 At A5 04 163 .61 At jn A n 2100 T 83,10 09 g!n 8 ONno 810 OR O , 8 ON 81010, ?7.50 DISCHR .60 159 .50 .57 156 .55 '94 .54 43 All 22,50 ELEV 83,08 8107 83.07 63.07 8107 8106 BE 06 8106 8106 8106 MOO DISCHIR 51 i .54 —59 19.3 47 41 .3A 31. 74.06 FLFV 83,95 8166 RE 09 RE os 81 M RT on ON OR RE 07 RE 06 RE 04 25,56 D 15 CH R ?R 26 TI 177 1?n JS 117 F, 114 7s-58 FLFV 82,98 82196 82.93 82,92 82.90 sh OR 8I87 8185 8184 FT T 27,00 DISCHR ll? Illm ,10 ,0P ,OP .07 IU .06 27,00 FHV 8202 WE 8200 P2,79 8178 81 7R 82,77 8176 R!76 8175 2058 DTKHG 105 .05 34 104 .03 03 03 Al 02 A? 28.50 FLEV R!75 8175 8174 074 8170 8173 M 73 R!73 si 77 V 72 on DTSCHR 1011. .69 02 'M 0 101, 0 1 01 00 FI-Ev 82,72 82.7? 82.77 82,72 RTM 62,71 8171 RT 71 RT 71 OTT 31.50 OISCHR Al 31,1511) FL.,FV 82.71 UF FO 9 IATFR H ' 111HS A9 287 RF-LC NF ACRMVRIM MVU , ? k D I,C ! M AC ; ROW S FXFCHTT&F MUM, OPMATMN PMUMP COVINAWNS CONFUn FOR PUS 1. RUM TFj T AI i:TillIF I I n i ;JIM c —12 C'[" HAI A; T M-k!A 0 T ill;:';X fl; 1 LVI-K! Timc -.—Dri F!D-C mNI R O.cm.c RMTH 1—1Tm-D-1 Li" — . ,I t D R 0 R R A 0 i 4 P.n r RIMU-, MRV-= 'R."Cr Flf" 111117 TMP:lj j IN j 57' H n 11 i hITFPNA I HYDR 0 A P11-11 T 1 M T J,,N"E H 14-f- Al .1 P,fI. p DCAR-1 TTM�WIC) Fl-FVAT 1 MIN' UFF T DT P-1AV 12,37 37,14 (RUNOFF 24.22 1,56 (RUNOFF) RUMUF Vl"'IJIMF ABOVF RASF 4.. TFI.AW 9 Fl.PW- 1,40 WATER9HE'll WHES, 53�7 rCR-HR.31 -1 ". ..4,96 ACRF-FFF DAL OPERA T I Ill N Rl:NO" CRUS I Q M Nr n 1 ITP!IT H YDR 9 5 R A P'u 7 A IR,'-A. .03 911 M. TINPUT lQUINOFF CURVE`= M TIME OF CONCFNTRATTON= 52 HOURS T NTFRNAI HYDROGRAPH TIMF lNCRFMF'MlT= 0697 Hill R-" PEW T-tMF(HRL) PEAK DISEHARSF(CM PEAK FIBAMNIFFM (Rtj;Q' FFj 2 4,2) ' 1,f3 I R UNDF F) 'rMc r I Rc T lY I ROP RAPH Dn T NT = RR " TrFF 15 NRr l 60MI NRMMT Holm fTAF AREA SOX, 4,50 ITPPHR (16 "r, no 00 '19 nil P,n L 5-i 7 5: 94 0 1 C;L I, gin I -- 1tj7 i f.cf) 117 lF.H111 p"q 1; 53 4.A 7, ? L,L I'llf; Ili F""1-1 89 1�9.V 1p"56 3 7,C"i 70,Aq 14,A4 1.1-62 R S 2 7.41 1,56 1 Sil Hl S A, bc, 5.01 41 66 .3-018 3.73 .7.57 3,40 4,40 4.110 A P 4 F, 3-? -.IF. .1 n.:'q rt,cz H ?,95 M 7 f.' 50 2.47 1,59 1.�Rl 6c 3 pi T SCHS 2,43 2-21 8 11 1.4R 1,.17 _0 .74 '63 p OCI PITR�LIFi I,35 1,40 1,39 _12 5 1,17 1-07 1 7 1,119 1.115 9.Fir, 1 07 !.IR 71.00 D i lnif".Hrl95 91 .9R I firi .94 AF - .1 vj Gr Ro C. RQ R.7 04 n," KI T-ruf: F`A =A i 5 Rq A i ,I n .'. " .1 .. . r1likirIFF VICHINIFF ABOVE BASMOW ff W A T F RR H PI, T N CHI—C''t,"i STRUMIRF v -i ".I 7 N 011 T HYDRORRAPH= L Oj_jTPt IT HlYDRAERAPHI= A ;HnrFAPF FIF"VAJ. , .TTjj'jNl= R?1 7 6 —. �--C 1 D rAV il.r� -! Cs`j?r�Fs.I I p,_Tti I 9 07 7 III ILI le, f LIZ, R 'C, 1 P Fj R A.p ffl! N-T (If'i u n I R c T?SrTT ri Al 511) nit isR r.-r,FI 7 0 q 0 0 1., 71 U 7;- V P.T C-I 7,F!FV 74 R"."f i P, I -0 Rl F, 71 R 7 7 T S C H In 7- 7 ,Ai) 47 =A 59 c, 71 70 Pi? R? R c, 71 r-- R , F1.'FV 0-'- 77 R7',7n q o P,-2 1, U 91 Rn rl� 7 1 S 1114 G P,4 r,1 1,09 1.,18 I U 9,00 FLFV 82,9� 82,98 silol 83,04 81106 R31 09 91.13 R3,1111 2.1.20 R.1,?4 10,50 DISCHS 1.90 2.09 2.30 2.54 2.81 .3,13 3,52 4,03 4.34 4.73 F'..FV S; 13 9 I P,.j 79 R7,9C 191,T; G-3 4 11 P11,4 0 P1.7, U, 05 R4,19 2.Oil D i S C H G 5.7ti 7,76 0 D2 i 1).93 11.67 Inato 1.217.6 1'i,"A 1 1 A 1 o 17 of F1r v R4 89,10 i 9 9;' R7,4r R7-5� A7,.cI c R7,49 R7,13,50 DISTHR W,17 9,94 9,70 1. 8 1 H159 1.1,36 11112 i 0.C'i 10,65 10,41 I I,c 0 F[.Fv RL ?9 87,2,q R7.15 87,Of 86,96 84.77 RA,57 8 A .1 Rti.14 PA.(10 R,R 5 R,09 OA DIRNG 7,4,7, 4 6. 4.LR 4.70; 15.00 FLEV 85,h9 85,41 85l 17 84,95 84,76 84,59 ql*f,44 24,It", A4.1 R R4.07 16,Yl D I SNIG 3'R3 ?c I - i � ..1 7,0? t 191. 11 66 i,5M' .9 t 1 4 11 1h,50 ICI-FV PI),R9 193,Q R1.48 83,4A F13'3i M.1,7% 83 1 7. All 7 2.1,14 1-115 1,1 3 1.33 11.31, 1,27 1,23 70 i R,Ott FUV - .1? R". i 1 11.1 R.1,OR RIl(17 R3.0 7 q1.Oh R3.0 4 81 P71,I 1 09 19.50 D I LCHS 1,06 OA I,OR1.i}5I,69 I 1 02 1.Ao 99 '99 19,5.ID FLFV P.11,03 P.,3,0.1 R.1,t 14 R-, R 04 R�T'.fl 4 Ri.nil �.(11 R3,02 R1,0 1 87.00 9-? .91 .01 RQ U. RA P19 .91, 7 Pli,00 P P?-99 R .. R 9 R R 01 9? Ri.9" R?,9p, RI),9R FI-FV 9 9 qR 97,56 11 R9 R�' P-3 81 iii 7 79 .7�- .77 .71 Fi ry - V,9c' 7.9-4 -),9-1 R?-9. P,? R';,9 7 IS _9L .1 pl?.91; ?P,94 89,94 V I -R.19 .-'.')h 70 1,24 i,119 -Z— .11 3 F ? fli0 C R7 07 R? R 77n 0o . V , 0 . 1 , 2 .97 rif! R , R?.',7" 51 0 0 0 .i., Fi FV P 7 }32,70 K.'70 Vi-!i 1 1MF ARI�IVF A 7� 4 W A I I,r R FID 1N. H o 4FCT 0 A IF 1 9 AC RZF n07RATTnM RFRUR qTRUMIRF I I M p 1.1 IT HYDrR11r1i1I1jr M 1 1 I-p= IMI 7. N I T HY D R'10,Pi RA Fn H Q.11RCUFF, F'rrIjA.TTFjN= P'.,7P; PIF A I i. I 0 R RTil 'HS1 0rIT HA 7VA T %jC. TI II r7,44 HYDRURAPH H 1 R R TTMF TNrR:MFNT m R, AUA I r H P.11 RH n A 1 N A i� 4.50 n T REHR 0 0 Cm 0'1'! 0 D 0 A 7 71 7 70 Q A 17, i k n A L 7= 0 7?7,n A- 7 Ali F. 0 27, 10 4 6 0 14. 1 rl' 51A _1 1 y H) -8 A RR 7 1 rlln -7 t. A R A,I R.5 9 R7,1 M. I cl D T.RE H G P"A b R 117 7,76 7 7 7 f,I A R 6,ih fl� r �Q, .i 1, t 5 60 FU:v M.60 P5,44. 0"ncz, 29 R5,1-5) R4,79 p 41 R 84.57 9 4.4 R - . .3 P.4.96 16,5n DTSCHG 5,26 5,03 4,81 4.59 4,N, 4.1.1 3,7R 1,47 3170 2,95 I A,sn R�v r,� R� R4.19 4..1 n P,.4.9. P;4'1.4 R4.06 r.o,9^ P.1.'R 9 R3,p It R.'Z.74 AR 1P,00 D qCH-R ?.77 ?.54 IR 7_74 7,f0 1.9R I.M A-, 79 R.'I')() FI.Fv R7.A? R-,57 01.53 U,5i1 R.- 4A R',45 81.41, P3..1 I 1 .1•ml i 50 OTSING 1,55 1.42 1,44 1,40 1,36 ?R 1.75 1,19 19,50 FLFV pli,31 P3.30 Rl.?9 Rl'?R 9-3.27 2.1-24 83,75 93,'114 P3,74 9.3,73 2 1,,0 0 Fl FV R 1. 53,!l R 2 1, P-3.76 Ri,2 fj plil 19 P3.1.9 P,.1 1 P 23 1 P. Rl 18 56 rl I SUIR, 9R .97 195 .93 1911, 9i. 'R9 PR R7 P.cz gcj ci pv R3.I R R3.11 7 Rlj.17 P3,16 8 3,I k' R3,15 U,i 5 P3.1.5 R3,14 ?4.oil D I UK Pi PR 9-, 1,P,i .9h ,P 77 67 5P 50 04,06 FlL.FV pl,1.4 Ri.I q P3,17 P3,18 8.1,17 83,15 R3,12 R-3 10 93.07 P3,Oc: 75.50 DUCHR 43 .77 1? .�9 5:,Flo RFV 8.1,10 P'3'07 P13,0 11 R2,997 R 2 96 V,94 R?,q? 2 90 n2,8 9 82,P7 rl 1 RIC H R 1 114 .1i 0 '119 '09 M 07 q?.Pkl Ul R4 cl cv Rio.Rl pn.n'i% 1.1-�.. R R3 R P,1) 1 .' r.�' R?.79 R?-79 R 7 R R?,77 ?R.50 D 1.RNR Oh riF: 1015 05 '14 fl,4 Ol 0.1 5A C! 1.j -:z -,.ff, 07-77 7A 7A R"I.751 R-1 7 1 R7.7.1 R�,74 if..ff, IRCH =0 R -7 U, 71 P 71 -FFFT: W 0 W cj r) Pq RHUFF V.10,1 1 Iftl F A R V F q r:r i Fri 11W i.5D dk i hi.?4 EFR-HR' I AF'RF 7 :ia f if -11 FRO X= 7 'n T A,R' N Tj T M.C mTH '!RAT 7 fli i: ,}ii mr A'TFRNATF im" L T T V, T WD r u- 1 U C ccm Al j i H v R n P i'A P H A Aci F j,.= --n (I CQ III T 1`IT.1, 01�iIOFC i`j.1;;VP= R7,. F" .;I I a im. "U 1 IN H; !1 Y rROARAPH I'MF N1';flfWT= .01 4 9 H'Ai.1 R 0 PFAK TTMIC(HRR) nTRI`HARGF1Uc1 'FIEVATTFii"EFUT) 17.37 43,12 24,72 1.77 (RUNUFF) RUNOFF UIPF AROU PARFIFUN = 1.97 WATFR'W" 1N1p.HFO--. F.9.IA rFR-HR;l 5,71 APRF-FFFTi RA F 1-0I = .00 rF9 ,PCRATION RUNOFF CROge RECTION 2 OUTPI-IT HYI)IR(1GRAPP= 7 -A A = n.- ARE On MT INNIT RIINDFF PIIrRVF7= P8. MIF OF r.nN7NTRAT1T1j= c? HPURR INTCRNAI- HYDRORRAPH TTMF WRFmFNT= C)AU H1111155 V IMFR " CCR T iMV FIFVATTnN(F_FPFA P FA). ; 1T) 12,1A 45,AR (RHUFF) 74,7i TTM7(URRI FjRqT HYN11GRAPH PONT 61) H A I I R 0 TIMF HHURC DRAINARF ARFA 4,50 D i q NIS tin .00 13 7 09 14 A,00 11TSICHR IA I R ?4 9-' 7,=,, D I S r H R 56 0 9,Dn D I OF'PH p 1.119 rz� On= �1 14 4,; AA 1t1.50 P.j R E H A 9i I -;� 3.!9 56 .1 A.?7 7.7 7) 11.88 1 61. T s S m.? � m 44.Al 41-7 74.1; 7P, .R) I , U P.46 pi I r� ,R/ AC ? 7 I u I RJr 7, 19 70 1Z 71 �,,p 4._54 4,71 4.1,17 7,P; (,1 911.H F 1.iCIPI .1,5j A.5") 17 H 13 7.77 7.33 I P,.U-111 11 T R CH P 1.94 1,A0 J.-A 9 6 1.44 1.4 t.46 1. 9 'U j 1 I.Hill !A 1 i 7. . 11.1A ,F, R PH 1 -0 4 T R 1 i.0a 09 .94 �3 .97 .3.5 T. 0 1! TSPH' 1.77 t.77 N 7 ID 7. -I irn, fl c' 1)0 1 UMF AR11NIF FRAROFLOW 4,N LIATFIRRHF11. I INJIN F R 73.01 P—n-un R. A.60 ACRr-4,FF-1 r.j"., FFi.rhi TNP'JT HYDr.O APH= r1U0TPJU,T HUU'U-RAPM= 4 A.'rr� V III r) ,T I,jkjj ,�q M� pn I PPA-.11i. nTRrUAD�-- V A A cl.:_FV R 7 U f ft T 11 1 A F 1 F ILI P7 7 f. P,1� If 4 1 77 p. 7- H iEj. n C. A L 7 'Ift F!FV q'� R i C P;7 R, si? P5 Fw?.RR R 1:1 �i It fl?.U 115 07 7 Rl.On P1.7 4 1 74 - .7.4 0 1 3 0 iiih n,n,.7 9,00 FLFV 93.04 R3.07 R3.In R3,14 83.17 R31 70 R.I.N 2-1,28 83.32 U.17 10,50 DISNO 2.37 2.59 2.84 3111 3,44 3.91 4,21 4,3h 4.64 5,17 10,90 FIR R.I.V R3.5M Rl.5p. Rl.hh A I,7h R!,RR R4.01 R4.CIA R4,1,; R4.15 17.00 T)T.;2 P,R h.3R 2.RA In.4A I I.S A 17.45 i7.9R i7,5R 4.,;5 f7.94 19.79 06 C!,F v R4.79 R5. 4A R7.13 R 7.A7 R7.99 R 2,n)5 RR,07 R7,9h R7.R7 13,50 D I R PH 12,Al 1.2,39 1?,IA 11192 11.,67 11.42 11,11 R 10.91, 1PA9 10,45 13,50 FIF,1 R7,7h P7.A! R7,49 R7,14 9-7.19 P7,05 Ph,911 86,11.5 BA,An RA.45 15.fir, n T c(:.Hr. I 71 9.97 7.CZF� 9.74 P.9R P.?? MA 6.47 5,94 5.57 R5.74 R5.4 115,77 R 4.R I. WA-11 R4.4R 5,010 FV Rh.. R,�,1 A RA.O? R9,60 A,`r, Ill T q P.H G .5,14 4,Rl 4.50 4.72 3,in 7,42 7,05 1.R7 1-75 11,A4 R3.�A P3.4 5 s4.1 R4.()I P1,13 p13.9A p3.74 Rl,'Ili I A,1)D 5 T.q 17.H R 1-57 4A= .1 4 f) 1,37 1-351 1,?A R.(,(,I FLU 13311P Rl-17 R,3,17 RMA p13.15 R3.13 Rlw I? R3,17 R3,f1 Pl.09 i9,56 1 1,74 J'nn 1 1-17 11.14 1113 1-12 9,cirl, F I F V Rl,in 7 R3,67 R11,OR 1171,09 R3.OR R7,07 91.0,; n5 R3.c-6 05 p ;00 I� S - q n 1.H 1-nA 1.i15 0117 9.q I 'I'll 1 1,04 ,flit71 Mi.A? R7.01? .1 PH,H) rl R-'.n- Pi.07 H.H P.M. H,On Ri.�i i) R.I.oil A '95 Fi FV pl,7.1`1 171 U/.99 pli.97 14,nA T'l .-I I in no 1.41 P ? -1 FV R. R.-I.(11 All A i Al RAI.i R 111 Ill 9 0 17.77 R 74 2, 7 71 03 61 On 50. Fi,.FVI R?,71 27,7 1. R,: n 87.70 'AR, 3 0 C fl, --FC. A0,64 rcq--oc NUF: ",11011 M, HOW L P W! A W!IT�7,�H T N r.4 51.71 ACRc-FFFT! RA R F Fi.Pf.W n a 2 C nPFR8TTnN RC,"VnR ;TRij'T!jR- I T N Pf 1 T HYDRlOR,RAPH= 7 FNIT 1 YDRORRAN-1-- 5 RI HR PA r F F 1 F VA T n F'FaK T T M r�I S I PlFAR* DTRFHANFIFICP! F`FA'%' FIEVATTIMUFT) R7,R4 74.41a M F i Hil R CTRCT HYDRURHAPH PATUtU .60 Hnifl.H TW TNr.RcMPN- 15 H 0 H R R, ;j1RAINARF AUA A , !1 tf'.`. -i' �"'i _:•'•� , ... it - - 7.1 .l7 .. 5 Ill i ell _4i "?4r.H� %P.iih '1,P4 11,L, ii.3n i.11 i i, F: t.i)-h't 1 i _ i("ri0 13.5f1 F.i_FV R7.41 °7.79 R7,15 R7r0('i Rh.RS Rh.h9 R1,54 39 R,,.?4 15.0f) DISCHR 9151 9103 P.,159 R,17 7,7° 7.41 7.0' l 74 h.43 h.14 19.00 FI.FV 85.93 85.76 85,&0 85,44 85,311 85,17 85,114 94.97 R4.R1 R4.71 IA.Fit) i!I.PrHG 5.R7 5.All 5.37 `.13 4.R9 4.AA 4.43 4.?7 3.RR 3.57 i4-56 FI.FV P.4,h1 R4,51. R4.43 R4.34 R4,75 R4.i7 134.OR R4.8 R3.9? R3,R4 1R,(M) DISrHR 3,?R 3.t;4 ?,P..4 7,F.1 7,49 ?.3d ?.71 ?,1(1 1,99 1,P.9 19,01) FIN R3.7A R3r70 2.31.h5 23.AO 23.5r R3,57 R3.49 R3,4A R3.43 R3,41 19150 AISCHR 1.20 1.,7? L7 1,h7 1.57 1.5? i.dR 1.43 1.0 1,3h 19.50 Fl.FV R3,3R R3,3A R3.'= R.7..714 R3,33 R3r31 R3,M R3.79 R3,?R R3,77 71.On 1`,ISCHill 1.33 1.?9 1.7h 1,74 1,77 1,7t3 1,17 F. 1,1d 1.13 7i3OC.l F_FV R3.?n x3.7' R3..5 R3,74 N n3 .. P �' U ^^ R? ?1 R3.. ?3 r:3, U. rS.71 77.510 DISrls 1,17 1,1ti I.OR 1,{ih 1.65 1,0.1 1,o? 1 ;?0 .99 9i 72,50 F1-FV R3,7i. R3.71 P.3,?fl R3.90 R3.19 R3.19 P,3.1R MI.1R R3,1.R R3,17 4,OM DTSCHR .94 1.ti( i,1.1 1,14 1.09 .99 R7 .7F AA 57 ?4.OA FLFV R3.17 R3.1R R3,^1 R.i.7? R3.7E1 P',1R R3,1,.9 R3.1.? R3.09 R3.i7? .fi IL 49 .43 i? 31 .7R ?L 74 ^` ?ii iR-2.7 ,r1 C!F 3,i5 R.I.071 R7i? CR .9 .. g• 9 . R•-, Re . n I., DO R '.(iil 1iIRrHR 17 15 i 4 .13 .17 .11 f.ii f}9 AR O -; ii7'.R7 R7-R5 R4 ,R3 ,7.r'":' P, ,1 , c.Ri1 .9 R?.t 16 F1.1--v R..i( R t-: ./A RY.r.. H' ,7' ,..75 R.. 7 ,.,..... ! �i• f F , R? 7{ - F".: 7 f. Cr. �., R ter. nn - �, 3:i,t.•,, i..• R,..73 3 7. R".!: r 7? .71 �, Hi 5ii F!_F.`7 R).7 P. .7% _}.7' R?.71 R11 HIFF (liii_PIC ARrIVF RAF!-r1_ED11 = 4.t1R 14A T FIR C!HFD MIN! q. 7',.h9 i'=."- r.I`R. A.(i 9 Ai.RF-FFF f, Wni Fl..il4i = i)(i US F - .'1 T IVF i,l`s.-i:'Fii ;[F'FRATI;;!E t. i1Fi t` 11 F'i.ThTiflfii 1.:"'=.F =) r' c'n'= - ❑�-- sI T `0 'l, 7�M- L' a r 1 M A I I t Fi R 0 4 2.4.2 2 2,31 RliViiFFNil MAP DIP RAS - l 7 l" NUIA14 i .P i 7 A T 1 IRIN fl-F F MITNIT P.Vj)OP-'RAO!!_ TT C ARFA= A- RD M! THNNIT cmqv= q�. Hnj�OR i �,.I=RMAi H'T M-HMUKAPL _TMF W"MF AA9'it H ii . ;,l- .N ..' A V T P.R R P F M" T A` F 4 L U.; T% A 7 5. H T L L i-u 12, L A L 7 i 0 M A V 'R A.*-, "'j N L i4- 11 4 V-; UZ ii VU 1 i uf� t, Zf— L ti Lu a I L- V v V- 6 ZI L 7:3 Ll:, LD L-I— �a 0 t A4 7 1 Q f fiu I ,y b W I-7P 6IL M t. Y v (J'6 t t- 1:iu L L I u U L V W-j i i U u U'V L'LU 6 L L:-' it-I ld ir o i .6.6! H FiJ C;i 7 U W V W v v I Lo 51 C L 0 i6l vy'r tv E V l6 v H' � `L blH*Jb I U V3*Ql H, V V L B ., , t, I ..V6 tit- 0g 1 v,�Ili .. -I.I E �'10 1 iF-" - 12 v 0 T U, L u U 14 7 0 4 1 ':H 4 f-I WE FIN RE 7; AT 7? RO-71 RE 74 AT 75 RE 71 IT K AT An AT 17 2 T 2 1, .71 .23 -94 53 .31 .37 .47 Mv F!Fv RE RE RE A RE V 27:01 AT 9A RT 99 RVAl 21 A? Rl 0? 2121 ?.En OHM .51 -An A JR RR .99 1.M 1-10 W9 Lin 7.50 F!A RI A PI,OR R110 AL 1? 211 H RE 1 E 21?n 2171 RKM 21 S 3An D IRM2 1 in W 1.74 1 Al 1.39 A 1? T?7 T47 AS T 7.7. non R Fv RA.31 RK 14 RE 37 RE 40 2141 RE 4? RV A Ill 54 RI SR R L 1.7. A 7)7F. T 94 VIA TH TA7 197 497 cy MA 171 Kz. HAD F!FV RE AR RE 71 RE RD RE A RE 94 RE M AV 11 W 75 RE H7 R�A.1"'. !Eno MUM T16 147 1105 7115 WE 311 A WN M 34 71?R 1 L 0--f 17.00 Pi Fv RE 05 RE 99 RE 97 R7AR RE 41 2139 R&M RE N RE RH RE 7 1 R R 1 1 9 11Tqr.H 14 19 102 16 R7 1157 11 AD 1 1.1 11 1410 RES9 R7.49 A7,77 In FJv R7.39 RE 15 RL 07 RLR9 RE?A RE A? RE 43 KAA RAM 1019 1D.Oh I R4 WA4 1 i 7 177 135 A qq Ths 131 0 i F 111 R;.35 RM? RE OR R5.94 R5.79 At M RE 5 1 RE 3R RE?A RE i 4 KAO n 1 SCHS 7.03 L 75 AAR AM 194 1 hA 140 115 4.97 4.A? SO i RE R491 R4R R473 3 1 R4 R 7 l;. TY 0 . . . 5 4 R&35 4. A R4. R Mao 01mms 4.4R MR CO3 174 149 IS I Ah ERR A73 19. 1. an R Fv RA.In RL M AN 91 RE RR RE R? RE 7A RE 71 RE Ah RE A? RE 9R, 1-.SO 0TURS 7.44 9.33 7.94 7.17 110 TH 1AA 1 AD 104 1:.-... iy5n m Fv RE 9S R3.57 RIM RE 4R RE 4h RE 44 RE 41 RE 41 RE in RE ME!, ?LA8 DIKHR 1.75 1.70 l'AA LAI W 15A IS? 1 An 1 AR I AR 71 As FIN R3.37 RE 3h RE TH RE 34 RE 31 2137 RE 31 RE 31 RE M RE V.. ?A HD BTUHR 1 AA L 44 1.41 WR 1 JA 104 W? W 109 135 ?h SG A A RE M REA RAIR RE 72 RE 77 RE 77 RE?h R&A RE 75 A 17 A; R MI 1.31 1.44 1.49 1.41 WR 1.14 A9 SA 34 7 Fi F*li RE 74 RIS RE 79 RE M 2179 RE 75 RE 71 RE 1T RE 14 211 ?5 5a li i".H112, J4 .55 AR .41 3.5 M AR 35 .73 T 0 9 RE A RIN RE M RIO! RE An 27AR RE 0 RE 91 RE 91 Fir ?7. Fl."P.11.1 ? lH .14 .17 ?h An 9 Fu RE 91 RTRR RTRA RE R5 REM WAR RE R? RE I RE RD A T 7`� 9T 50 BMW AR AR M Al AA AH .05 Z4 A4 M 27.72 R?.7R R177 REA RE 71 RE 7H RE W RE 74 RIN RE 74. AL An R FV R7.73 RE 71 RT73 R171 RE 77 RE 77 RE 77 RE 77 RE 77 RE 7' Cll fl."I.P. .-I.-.--i ..1.14 1 .01 . j 11 .D. .'*J I I.C-i a F i RE 71 0.71 R7.71 RE 71 RE 71 AT 71 A Z 7 N 7 v m m F A QJ.�7 1?1 A P.�-P i A 5A? 9T 74 200S.; 174 AMF;Pn pop nw A 0 E-A TYPRATT PANTRM PTRAURN FNHMP ruNHATMNR FRAIM FAR PAU 070 71 .7.1AflTP.jH UFRAT;MIN ARM T A T h i I --------------------------- ------------------------------------------- nh� A. A V 7 n. ----•-------_ 0 .1h F T T!iN- 7 R 1 INID r-F I? 3 1 P,7 7 11;1 R T HRF RcFVflR .03 .1 .3 1 ?4.Of, i P.4 RL OR i?,RO 9,R4 314.4 RFRF- ,14 T [:'NA c i qTnrM I El V;FU 1 AIN 1 RUNn-- N, f) 4f) --- .1 4.R6 1 37,ii XCF' MN 7 3 4.Hl A 1 1-�p i R--r V El s 0. Aq - C, 4 C, 0 7,5�., h r, T NM T i F" ARM M Y 5. LR.i PF H '74.'1 79 1,7 A Asil.7 c c �.G N,H.- .7 R7Aq R'M nN 4.n Cl 4 10 c nn.4 V, AT TiF.IIN'.q --M-Ri i.7.i iR C�. M! H ... ... 10 9H T TR4 2 'TA? 4 11 i. UTIM 1 Aill.TFRNATF 174 Wn 1 T 91 4LT YRFETTAN 1 rt-A 7173 3TR 4W7 F 1 n -.07 5 TA? it 49 41 AR AL M Al TTRNATF APPI_TCANT Summerville CT, LLC PROJECT NAME Summerville at South Windsor This checklist must be signed by plan preparer (P.E./L.S.) declaring that all required information is provided. Items 1-7 are required for all applications; items 8-11 required where appropriate. Check mark for each item supplied. X 1. On each sheet for plans or maps, title block with the following information: X a. Name, address and telephone of applicant. X b. Name, address and telephone number of Land Surveyor or Professional Engineer. X c. Name of Development. X d. Date when drawings were made. X 2. Key Map: An overall map drawn to a scale of 1 inch equals 200 feet, which can be used as an overlay on Metropolitan District Maps. This map will show the overall design of the Development and surrounding property within 500 feet. X a. Date block which gives needed zoning information such as percentage of lot coverage, acreage of tract, number of apartment units, parking requirements, etc. '- x b. Layout of buildings. X C. Layout of streets and parking. X d. Lines indicating proposed drainage system with direction arrov,-s. X e. Lines indicating sanitary sewer system with direction arrows. X f. Names of surrounding property owners. g. Proposed open spaces and recreation areas. h. Driveway cuts on surrounding properties. 3. Architectural Elevations: See attached checklist for Architecture and Design Revie«•. X 4. Plot Plan: A layout map of the proposed site drawn to a scale of 1 inch equals 40 feet on either of the following size sheets: (1) 24" x 36" with a 3/4" ruled margin; (2) 18" x 24" with a 1/2" ruled margin, containing the following data: X a. Distance and bearings of all boundary lines and acreage of site. Iron pins required at all property angle points and shown on map. b. Street plan showing roadways and drainage. _ C. Sight line at driveway & street intersections. d. Profile of roadway showing existing and finished grades. Roadway profile will show all tangent grade and all vertical curve information. e. Profile will show all catch basins and all drainage lines bet«een catch basins with all invert and top of frame elevations. Drainage lines will be shown and described as to material. f. Where any storm drainage line discharges into an existing brook sufficient profile of this brook will be shown to determine conditions. g. Metropolitan District Commission datum shall be used on all sites accessible to t:-eSe controls. The Town Engineer shall, based on standard engineering practices, determine the accessibility of these controls. h. Profiles shall show all sanitary sewer lines and manholes, including elevations, sizes, lengths, and slopes of pipes. Top of foundation elevations for building shall be shown. 10. Open Space Site Improvement Plans: For sites which require or include a provision for open spaces, a plan which contains data for site improvement may be required. This map shall be drawn to a scale of 1 inch equals 40 feet. 11. Sanitary Report: Where individual sanitary sewage disposal systems are proposed, the final plans shall include a Sanitary Report certified by a Professional Engineer. The report shall demonstrate the feasibility of the proposed individual systems; the repo: should.deal with the area as a whole, discussing the following points: a. General nature and development of surrounding area. _ b. Topography and natural drainage pattern. shown b subsurface investigatio , including soil otio C. Subsurface conditions as water level conditions, edge ock,nand general charactenstics,.ground w nature r ofso In _ d. General description of type of development contemplated. e. Detailed description of proposed sanitary sewage disposal facilities, indicating sizes for various ground conditions, materials to be used, and the general layout pattern to be used, etc. f. Special precautions that may be necessary to provide proper functioning of the proposed disposal systems. g. map of general area with locations of all tests shown on proposed layout. .. . 1..- -l— nr rivPYC Fuss &O'Neill Inc. Consulting Engineers 146 Hartford Road.Manchester,CT 06040-5921 TEL 86o 646-2469 7Ax 363 643-6313 September 2, 1997 1200 Converse Street,Longmeadow,MA 01106-1721 TEL 413 567-9886 FAX 413 567-8936 Ms. Ellen Sirkin-Zanker Providence,RI TEL aoi 828 3510 Summerville CT, LLC %The Zanker Group, LLC 119 Cheshire Road Bethany, CT 06524 RE: Traffic Engineering Statement. Summerville at South Windsor Dear Ms. Sirkin-Zanker: As requested,Fuss& O Neill has reviewed the traffic impacts associated with providing a 90 unit assisted living facility within the State Traffic Commission(STC) approved Town Shopping Center in South Windsor, Connecticut. Our review has concluded that the traffic generated by the proposed assisted living facility will have no measurable impact on the adjacent roadway system due to the low volumes of generated traffic associated with this land use. The existing Town Shopping Center was approved by the STC (STC Certificate No. 802) as a multi-use site. The approved uses for the site included 52,000 SF of office use, 65,000 SF of retail use,and a 5,000 drive-in bank. The estimated trip generated as approved by the STC is as follows: 7Peak PM Dailv our Peak Hour ` Enter 179 254 3,392 -92 Exit 100 322 3,) Total 279 576 6,784 Currently,the Town Shopping Center consists of 16,000 SF of office use, 65,000 SF of retail use and a 12,000 bank facility. It is our understanding,that the proposed 90 unit assisted living facility may utilize some of the un-built approved Town Shopping Center square footage. Under this scenario,the proposed assisted living facility will generate traffic significantly lower than any existing approved square footage for the center. However, our analysis has considered a scenario in which the proposed 90 unit assisted living facility will be in addition to the approved square footage for the Town Shopping C'PntPr 1Atf J —�/ Ms. Ellen Sirkin-Zanker September 2, 1997 Page 2 Our analysis required the determination of the expected trip generation for a 90 unit assisted living facility. To estimate the proposed trip generation, it was necessary to investigate the Institute of Transportation Engineers (ITE) "Trip Generation" manual which maintains data for similar facilities. Also, Fuss & O'Neill maintains a database for this land use as a result of traffic impact studies conducted for similar facilities. These two data sources has allowed Fuss & O'Neill to estimate the expected trip generation for the proposed facility as follows: AM PM Week Peak Hour Peak Hour Day Enter 23 11 142 Exit 8 21 142 Total 31 32 284 Our understanding of the proposed assisted living facility and previous experience with similar facilities,indicates that the majority of the peak hour trip generation is associated with employees working at the facility. The majority of the residents at the facility will not be generating vehicle trips during the peak hour and only minimally over a daily time period. In review of the above data, and our review of the existing STC history for the Town Shopping Center, it is our opinion that the proposed assisted living facility will have no measurable impact on the adjacent roadway traffic. Additionally, the existing access driveways for the Town Shopping Centers have sufficient reserve capacity to provide safe and efficient traffic operations with the addition of the assisted living facility at the Town Shopping Center. Should you have any questions concerning our analysis of the traffic impacts associated with the proposed development,please feel free to contact us. Sincerely, William A. Vliet, P.E. James D. Pa E. i HL.l6lWV 1\Nall 111V• liV/EULLL/LSL./lsl/LCC/. I VIIQILIVIUnUQU,IVIQIII.MOLU11VI UUV`+V-J.`/GI TEL 86o 646-2469 FAX 86o 643-6313 September 2, 1997 INTERNET:www.FandO.com Other Offices: Longmeadow,Massachusetts Ms. Ellen Sirkin-Zanker Fairfield,Connecticut Summerville CT, LLC East Providence,Rhode Island %The Zanker Group, LLC 119 Cheshire Road Bethany, CT 06524 RE: Traffic Engineering Statement. Summerville at South Windsor Dear Ms. Sirkin-Zanker: As requested,Fuss&O'Neill has reviewed the traffic impacts associated with providing a 90 unit assisted living facility within the State Traffic Commission(STC) approved Town Shopping Center in South Windsor, Connecticut. Our review has concluded that the traffic generated by the proposed assisted living facility will have no measurable impact on the adjacent roadway system due to the low volumes of generated traffic associated with this land use. The existing Town Shopping.Center was approved by the STC (STC Certificate No. 802) as a multi-use site. The approved uses for the site included 52,000 SF of office use, 65,000 SF of retail use, and a 5,000 drive-in bank. The estimated trip generated as approved by the STC is as follows: AM PM Daily Peak Hour Peak Hour Enter 179 254 3,392 Exit 100 322 3,392 Total 279 1 576 1 6,784 Currently,the Town Shopping Center consists of 16,000 SF of office use, 65,000 SF of retail use and a 12,000 bank facility. It is our understanding, that the proposed 90 unit assisted living facility may utilize some of the un-built approved Town Shopping Center square footage. Under this scenario, the proposed assisted living facility will generate traffic significantly lower than any existing approved square footage for the center. However,our analysis has considered a scenario in which the proposed 90 unit assisted living facility will be in addition to the approved square footage for the Town Shopping Center. r Ms. Ellen Sirkin-Zanker September 2, 1997 Page 2 Our analysis required the determination of the expected trip generation for a 90 unit assisted living facility. To estimate the proposed trip generation, it was necessary to investigate the Institute of Transportation Engineers (ITE) "Trip Generation" manual which maintains data for similar facilities. Also, Fuss & O'Neill maintains a database for this land use as a result of traffic impact studies conducted for similar facilities. These two data sources has allowed Fuss & O'Neill to estimate the expected trip generation for the proposed facility as follows: AM PM Week Peak Hour Peak Hour Day Enter 23 11 142 Exit 8 21 142 Total 31 1 32 1 284 Our understanding of the proposed assisted living facility and previous experience with similar facilities,indicates that the majority of the peak hour trip generation is associated with employees working at the facility. The majority of the residents at the facility will not be generating vehicle trips during the peak hour and only minimally over a daily time period. In review of the above data, and our review of the existing STC history for the Town Shopping Center, it is our opinion that the proposed assisted living facility will have no Pp g � p P P g tY measurable impact on the adjacent roadway traffic. Additionally, the existing access driveways for the Town Shopping Centers have sufficient reserve capacity to provide safe and efficient traffic operations with the addition of the assisted living facility at the Town Shopping Center. Should you have any questions concerning our analysis of the traffic impacts associated with the proposed development,please feel free to contact us. Sincerely, illiam A. Vliet, P.E. 4ice D. Parr E. Proiect Manager Presi t 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 �Osox•co�� AREA CODE 860/644-2511 Date: September 9, 1997 To: Fuss & O'Neill Inc. 146 Hartford Road Manchester, CT 06040 From: Jeffrey H. Folger Zoning/Wetlands Enforcement Officer Town of South Windsor Re: Review o Summervill Assisted Living Facility, Ellington Road,plans dated 8/29/97. I have reviewed the site plans for the proposed Summerville Assisted Living facility with the following comments: 1. "Wet Meadow" seed mix should show specific species compliment and percentage. 2. Do the estimates for wetland disturbance include the wetland areas extending from the detention basin to the south? 3. Profiles of the detention basin, present and proposed, should be shown. 4. The soil stockpile is proposed to be placed in the location of the parking lot. The construction narrative should explain in greater detail the sequencing of the building, parking lot and storm system. 5. The wetland boundaries need to be located in the field. 6. The proposed disturbance to the existing detention basin is planned to occur while stormwater from Town Center is continuing to discharge into the basin. In order to insure acceptable water quality during construction the proposal will require a detailed phasing plan that incorporates grading changes by section with erosion controls erected to create a series of progressive filters leading to the outlet. cc. Town Engineer 1 Town Planner - S E P 15 1997 TO: Marcia A. Banach, Director iN lan 'ng FROM: Jerry C. Iazzetta, Town Ener RE: SUMMERVILLE AT SOUTH SOR S PLAN — 97-71P We have reviewed the drawings for the proposed Summerville At South Windsor dated August 1997 and have the following comments: 1. Entrance roadway not dimensioned on plan sheets. 2. Plan shows""Proposed 18' Gravel Access Drive" around building. A detail of this should be shown. 3. Will ""Gravel Access Road" be plowed during the winter for emergency vehicle access? 4. An energy dissipater should be placed at end of detention basin inlet pipe and riprap placed at end of roof leader pipes in detention basin. Riprap proposed should be dimensioned. 5. The proposed weir at outlet of the detention pond should be shown in a detail. 6. The existing 36 inch pipe into the existing detention basin is shown to be covered over. Please have applicant explain. 7. A detailed construction sequence of construction is required showing how this expansion of the existing detention pond is to occur. What happens to the flow of stormwater from the existing 36" pipe if a storm occurs during construction, etc. 8. It is recommended that the finish course of pavement be placed on the existing shopping center driveway from Ellington Road to the proposed entrance road. 9. An easement granted to CL&P is shown with proposed pavement, dumpster, etc., being placed on it. Has CL&P given permission for this? 10. Sheet 4, sanitary note #3 should indicate that a minimum of 4 foot of cover is required over all sanitary pipe, including laterals. 11. Sheet 6 shows the stockpile area in the future parking area. Will this hamper the construction of the parking area? 12. Sheet 7, culvert end detail should indicate that the toe wall (concrete support) is a minimum of 42". 13. - Storm trench detail should have warning tape placed in trench. 14. Sheet 8, sanitary trench detail note indicates"Warning tape to be installed by Call Before You Dig."This should read. '"...installed in accordance with Call Before You Dig requirements." `♦ 1"130yr\! 1\Vlll 111V• l.V/l.]4LL{{/{5L/{a{/1--1 11 i1-11-.,i1 , -11-11-1-1 - v -v- TEL 86o 646.2469 FAx a6o 643-6313 DATE: September 16, 1997 INTERNET:www.FandO.com Other Offices: Longmeadow,Massachusetts TO: Jerry C. Ia=etta Fairfield,Connecticut East Providence,Rhode Island FROM: James D. Parry RE: Response to Review Comments Dated September 11, 1997 on the "Summerville at South Windsor" Project Our response to your comments follow the same numerical order as shown on your attached comments. 1. The entrance roadway is dimensioned on Sheet 2 of 10. 2. A detail of the proposed 18 foot gravel base emergency access drive is shown on Sheet 8 of 10. 3. The gravel access drive will be plowed when the snow depth is greater than 3 inches. This was recommended by the Fire Chief, Mr. William R. Lanning. 4. The energy dissipater and riprap information is shown on Sheet 3 of 10. 5. A detail of the broad crested weir is shown on drawing 8 of 10. 6. The grading at the outlet for the existing 36-inch pipe has been modified and is shown on Sheet 3 of 10. 7. A detailed phasing plan for the disturbance of the existing detention basin is shown on Sheet 9 of 10„ note Number 5 of the "Erosion and Sediment Control Notes". 8. Mr. Richard Kelly will address the paving issue atTown Center. 9. The building and parking lot has been shifted to the west so that no parking or landscape planting will occur in the CL&P easement. 10. Sanitary Note#3 has been changed on Sheet 4 of 10 to reflect the 4 feet of cover. 11. The "Construction Sequencing" on Sheet 2 of 10 has been modified to v Jerry C. Iazzetta September 16, 1997 Page 2 12. The culvert end detail has been modified to reflect that the toe wall is 42 inches on Sheet 7 of 10. 13. Warning tape has been added to the storm trench detail on Sheet 7 of 10. 14. The sanitary trench detail note on Sheet 8 of 10 has been revised to read "installed in accordance with Call Before You Dig requirements." c: Marcia Banach � FUSS &O'Neill Inc. Consulting Engineers 146 Hartford Road,Manchester,CT 06040-5921 TEL 66o 646-2469 FAX 86o 643-6313 INTERNET:www.FandO.com September 16, 1997 Other Off ices: Longmeadow,Massachusetts Fairfield,Connecticut Ms. Marcia Banach East Providence,Rhode Island Director of Planning Town of South Windsor Town Hall 1540 Sullivan Ave South Windsor, Ct 06074 RE: "Summerville at South Windsor" Revised Submittal With Plan Revisions and Responses to Staff Comments Dear Ms. Banach: On behalf of Summerville of CT,LLC,we are pleased to submit four sets of our revised plans for this Assisted Living Facility. The revision date on our plans is September 16, 1997. In order to address all of the staff comments and the concerns of the Architectural and Design Review Committee,we have shifted the building footprint about five(5)feet to west. This allowed us to avoid the parking conflict with the CL&P easement along the eastern border of the property. We have responded in writing to all of the comments received form Mr. Jerry Iazzetta and Mr. Jeffrey Folger. In addition, we have incorporated these revisions onto our drawings. Our new drawings are dated August 29, 1997 and revised on September 16, 1997. There are a few comments from the "In House Development Review Group" meeting on September 10, 1997 that require minor clarification. Most of these suggestions were addressed in response to other staff comments. The exceptions are as follows: • Finish Course of Pavement of Town Center: Mr. Richard Kelley will complete the final paving from the Ellington Road curb cut to the entrance to the new "Summerville at South Windsor" facility. This paving will be accomplished when the parking lot paving is being done for the new facility. • Relocation of Dumpsters: The trash compactor(dumpster)near the service drive entrance will be relocated further to the South beyond the propane tanks as long as the proper electrical service can be provided at that location. � Fuss&O'Neill Inc. Consulting Engineers Ms. Marcia Banach September 16, 1997 Page 2 • WPCA Approval: We understand that a separate WPCA approval is required assuming that a Planning and Zoning approval is granted. • Traffic Controls and Pedestrian Circulation: Stop signs, crosswalks, sidewalks, etc. have been shown on the plans. We hope this project meets the communities needs and addresses the appropriate technical and aesthetic issues to satisfy the Planning and Zoning requirements of your Town. We look forward to presenting this project at the Public Hearing and to receive the public and Commission's input. On behalf of the entire "Summerville at South Windsor"team,we want to thank you and all the South Windsor technical staff for your input and timely reviews. Sincerely, n James D. Parry, P. . Yice Preside erector of Civil Engineering Operations 9 l0 - REc�EO SEP 19 199� {� SOUTH WINDSOR �.. ENG.DEPT P �ti 1'UfalXVl'4G111 llll. ConsultingEngineers 14f5NartToraHoaa,Ma %3-6313 4D LY W TEL aso 646 2469 Fnx DATE: September 16, 1997 INTERNET:www.FandO.CoMDR Other Offices:Longmeadow,MassachuTO: Jerry C. Iazzetta Fairfield,Connecticut9Cj East Providence,Rhode I FROM: James D. Parry RE: Response to Review Comments Dated September 11, 1997 on the "Summerville at South Windsor" Project Our response to your comments follow the same numerical order as shown on your attached comments. 1. The entrance roadway is dimensioned on Sheet 2 of 10. 2. A detail of the proposed 18 foot gravel base emergency access drive is shown on Sheet 8 of 10. 3. The gravel access drive will be plowed when the snow depth is greater than 3 inches. This was recommended by the Fire Chief, Mr. William R. Lanning. 4. The energy dissipater and riprap information is shown on Sheet 3 of 10. 5. A detail of the broad crested weir is shown on drawing 8 of 10. 6. The grading at the outlet for the existing 36-inch pipe has been modified and is shown on Sheet 3 of 10. 7. A detailed phasing plan for the disturbance of the existing detention basin is shown on Sheet 9 of 10„ note Number 5 of the "Erosion and Sediment Control Notes". 8. Mr. Richard Kelly will address the paving issue atTown Center. 9. The building and parking lot has been shifted to the west so that no parking or landscape planting will occur in the CL&P easement. 10. Sanitary Note#3 has been changed on Sheet 4 of 10 to reflect the 4 feet of cover. 11. The "Construction Sequencing" on Sheet 9 of 10 has been modified to i "I'll wv1"'A" 111V. u,"uiungEngineers Jerry C. Iazzetta September 16, 1997 Page 2 12. The culvert end detail has been modified to reflect that the toe wall is 42 inches on Sheet 7 of 10. 13. Warning tape has been added to the storm trench detail on Sheet 7 of 10. 14. The sanitary trench detail note on Sheet 8 of 10 has been revised to read "installed in accordance with Call Before You Dig requirements." c: Marcia Banach TO: Marcia A. Banach, Director of Plan ng FROM: Jerry C. Iazzetta, Town Engi er �- L r E in — P We have reviewed the drawings for the proposed Summerville At South Windsor dated August 1997 and have the following comments: 1. Entrance roadway not dimensioned on plan sheets. 2. Plan shows"Proposed 18'Gravel Access Drive"around building. A detail of this should be shown. 3. Will"Gravel Access Road"be plowed during,the winter for emergency vehicle access? r 4. An energy dissipater should be placed at end of detention basin inlet pipe and riprap placed at end of roof leader pipes in detention,basin. Riprap proposed should be dimensioned. S. The proposed weir at outlet of the detention pond should be shown in a detail. 6. The existing 36 inch pipe into the existing detention basin is shown to be covered over. Please have applicant explain. . 7. A detailed construction sequence of construction is required showing how this expansion of the existing detention pond Is to occur. What happens to the flow of stormwater from the existing 36" pipe if a storm occurs during construction, etc. 8. It is recommended that the finish course of pavement be placed on the existing shopping center driveway from Ellington Road to the proposed entrance road. 9. An easement granted to CL&P is shown with proposed pavement, dumpster, etc., being placed on it. Has CL&P given pormisslon:for this? 10. Sheet 4, sanitary note #3 should indicate'that a minimum of 4 foot of cover Is required over all sanitary pipe, including laterals. 11. Sheet 6 shows the stockpile area in the future parking area. Will this hamper the construction of the parking area? 12. Sheet 7, culvert end detail should indicate that the toe wall (concrete support) is a minimum of 42". 13. Storm trench detail should have warning tape placed in trench. 14. Sheet 8, sanitary trench detail note indicates"Warning tape to be installed by Cali Before You Dig."This should read. "...installed In accordance with Cali Before__ You Dig requirements." _SICK FA_X"'Of�"mi V12 From• �� v► ry�1 �_ G G�1 m 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 AREA CODE 860/644-2511 CERTIFIED MAIL October 14, 1997 Summerville CT, LLC The Zanker Group LLC 119 Cheshire Road Bethany, CT 06524 Dear Madam/Sir: Re: Appl #97-71P, Summerville CT, LLC At the October 8, 1997 regular meeting, the Inland Wetlands Agency/Conservation Commission approved appl #97-71 P, IWA/CC permit for regulated activities involving the construction of 90 units for an assisted living facility to be known as "Summerville" on property located on the southerly side of Ellington Road and easterly of Clark Street, RC zone (Assessor's map #51, parcel 8) as shown on plans prepared by Fuss & O'Neill, Inc. Job Number 85-489A2 and revised through September 29, 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. Plans submitted to Planning & Zoning shall be considered having met this requirement. 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 October 8, 2002. It has been IWA/CC's policy to notify landowner(s)/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. / . WC rCUU111111C11U U UL)11U 1, U1C U111(JU11L U1 4)0,000 LU UC sUD1111LLCU LU Lne r1anning 06 Zoning Commission to ensure compliance with the Erosion and Sedimentation Control Measures. 8. This approval is subject to comments written by Jeffrey H. Folger, Zoning/Wetlands Enforcement Officer on September 10, 1997. 9. Silt fence is to be placed at site of new overflow. 10. Acceptance of $15,000 in place of off-site mitigation to be dedicated to Nevers Road ponds. Submittal of this amount must be made prior to the start of construction. 11. Conservation easement shall be placed on the property south of the proposed building and must be shown on plans submitted. Very truly yours, INLAND WETLANDS AGENCY/ CONSERVATION COMMISSION Eli eth A. Warren, Chairman EAW/pmm Cc: Chief Building Official Planning & Zoning Commission Town Engineer Fuss O'Neill, Inc. r . R EM O <� OCT 15 1997 �- 'v SOUiNYJINDSOR on.DEPL ®I ro CF 1-own of�-otdh "CU' U s 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 • �G AREA CODE 860/644- �f"OS0R'C° 6VkTIFIED MAIL October 17, 1997 1� ^ Summerville CT, LLC 119 Cheshire Road / Bethany, CT 06524 Dear Madam/Sir: Re: Appl #97-71P, Amendment, Special Exception, and Site Plan of Development We regret to advise you that the Planning 8v Zoning Commission voted on October 14, 1997 to deny the above-referenced application for an amendment to allow assisted living facilities in RC zones, as well as the accompanying application for Special Exception/Site Plan approval. The Special Exception/Site Plan application was denied because it is not a permitted use in a RC zone. If you have any questions feel free to call 644-2511, ext. 253. Very truly yours, PLANNING & ZONING COMMISSION Jam; � • � Frank A. Castro, Vice Chairm� FAC/pmm Cc: Chief Building Official Town Engineer V Fuss & O'Neill, Inc Attorney Edwin A. Lassman REcEIvEO OCT 17 1997 SOUTH NNDSOR > C' rKun Mar APPLICANT Summerville CT, LLC PROJECT NAME Summerville at South Windsor This checklist must be signed by plan preparer (P.E./L.S.) declaring that all required information is provided. Items 1-7 are required for all applications; items 8-11 required where appropriate. Check mark for each item supplied. X_ 1. On each sheet for plans or maps, title block with the following information: X a. Name, address and telephone of applicant. X b. Name, address and telephone number of Land Surveyor or Professional Engineer. X c. Name of Development. X d. Date when drawings were made. X 2. Key Map: An overall map drawn to a scale of 1 inch equals 200 feet, which can be used as an overlay on Metropolitan District Maps. This map will show the overall design of the Development and surrounding property within 500 feet. X a. Date block which gives needed zoning information such as percentage of lot coverage, acreage of tract, number of apartment units, parking requirements, etc. '- x b. Layout of buildings. X c. Layout of streets and parking. X d. Lines indicating proposed drainage system with direction arrows. X e. Lines indicating sanitary sewer system with direction arrows. X f. Names of surrounding property owners. g. Proposed open spaces and recreation areas. h. Driveway cuts on surrounding properties. 3. Architectural Elevations: See attached checklist for Architecture and Design Review. X 4. Plot Plan: A layout map of the proposed site drawn to a scale of 1 inch equals 40 feet on either of the following size sheets: (1) 24" x 36" with a 3/4" ruled margin; (2) 18" x 24" with a 1/2" ruled margin, containing the following data: X a. Distance and bearings of all boundary lines and acreage of site. Iron pins required at all property angle points and shown on map. Huang grantors, grantees, and purpose. X f. Names of abutting property owners. X g. Monuments will be indicated at corners and angles of all streets and at all oints of curvature and tangency. In areas accessible to Metropolitan District Commission points, or other coordinated points, the monumented points within proposed site shall be coordinated. These coordinates shall appear in tabular form on the plot plan. The accessibility of these MDC points shall be determined by the Town Engineer. X h. All open space or other common or public land uses shall be indicated. X i. A-2 certification; P.E./L.S. Seal. 5. Topographic Map: A map drawn to a scale of 1 inch to 40 feet on sheets not exceeding 24 inches by 36 inches, including ruled margins shall in addition to the requirements cf the plot plans show the following: X a. All existing and proposed buildings. X b. Curb Lines and pavement width, sidewalks. X c. Existing and proposed sanitary sewers. X d. Existing and proposed water and gas main systems. X e. Present wooded area indicated by foliage lines. Any individual trees to be saved should be shown. ed X f. Existing and proposed contours shall be shown in not less than two-foot intervals, but in cases of relatively level land, the contours shall be one-foot intervals and spot elevations. X g. Regulated wetlands and 100-year floodplain or note that none are present. X h. Proposed storm drainage system, showing all catch basins, endwalls, manholes, lengths and sizes of pipes. (Maximum distance between catch basins shall be 300 feet and minimum size of storm drain lines shall be 15 inches. i. Connections of all springs into proposed storm drainage system as needed. j. Location and indications of existing brook channels, and 100-year flood limits. X k. A-2 Certification; P.E./L.S. Seal. X 6. Landscaping plan: X 7. Drainage calculations: - Zero Runoff Increase per attached guidelines. X 8. Traffic Report: c. Street plan showinaroadways ano drainage. c. Sight line at driveway & street intersections. d. Profile of roadway showing existing and.finished grades. Roadway profile will sho«- all tangent grade,and all vertical.curve i formation. - s e. profile Will,show.ill catch basin s acid 114ra rage: fim between catch basins u-ith all invert and�w#raAie l�v2ttonS: �mGS svt�ll�e Shown and described 8s to f. Where any storm drainage line discharges into an Ming brook sufficient profile of this brook will be shown to determine conditions. g.' Metropolitan District Commission datum shall be used on ah sites accessible to tree controls. The Town Engineer shall, based on staridard engineering practices, determine the accessibility of these controls. h. Profiles shall show all sanitary sewer lines and manholes, including elevations, sizes, lengths, and slopes of pipes- Top of foundation elevations for building shall be ,shown. 10. Open Space Site Improvement Plans: For sizes which require or include a provision for open spaces, a plan which contains data for site improvement may be required. This map shall be drawn to a scale of 1 inch equals 40 feet. Rer+or: 'Where individual sanitary sew-a?e disposal svrems are propose:, fr-e ': include a S�-�-.=r� r,epo� ce�==te�' by a Profe,��::-:-' E:wee:. r.� recorr soh de:ors:rate _ e fesibLii _; o: the proposed indiv:d�_ c s:=r s: tre rz:c.. de' wi-. the a-ec discuss-- the foLowi.` G . r.-._re an ce��. - - - Of 5' -Low... _ are---. _ Topo`raphy and pa—ner... c. Subsurface conditions as shown by subsurface investigation, including soil absorption characteristics, ground water level conditions, ledge rock, and general nature of soil. _ d. General description of type of development contemplated. e. Detailed description of proposed sanitary sewage disposal facilities, indicating sizes for various ground conditions, materials to be used, and the general layout pattern to be used, etc. f. Special precautions that may be necessary to provide proper functioning of the proposed disposal systems. g. map of general area with locations of all tests shown on proposed layout. rP.E. .,S.) ATE 17, 1995 .: s... ._.. X��•��. �^"r�};'vro�t� °G ns sixr:�.z cif ' x w Fuss&O'Neill lne. Consulting Engineers 146 Hartford Road,Manchester,CT 06040-5921 TEL 86o 646-2469 FAX 66o 643-6313 September 2, 1997 INTERNET:www.FandO.com Other Offices: Longmeadow,Massachusetts Ms. Ellen Sirkin-Zanker Fairfield,Connecticut Summerville CT, LLC East Providence,Rhode Island % The Zanker Group, LLC 119 Cheshire Road Bethany, CT 06524 RE: Traffic Engineering Statement, Summerville at South Windsor Dear Ms. Sirkin-Zanker: As requested,Fuss&O'Neill has reviewed the traffic impacts associated with providing a 90 unit assisted living facility within the State Traffic Commission(STC) approved Town Shopping Center in South Windsor, Connecticut. Our review has concluded that the traffic generated by the proposed assisted living facility will have no measurable impact on the adjacent roadway system due to the low volumes of generated traffic associated with this land use. The existing Town Shopping Center was approved by the STC (STC Certificate No. 802) as a multi-use site. The approved uses for the site included 52,000 SF of office use, 65,000 SF of retail use, and a 5,000 drive-in bank. The estimated trip generated as approved by the STC is as follows: AM PM Daily Peak Hour Peak Hour Enter 179 254 3,392 Exit 100 322 3,392 Total 279 576 6,784 Currently,the Town Shopping Center consists of 16,000 SF of office use, 65,000 SF of retail use and a 12,000 bank facility. It is our understanding, that the proposed 90 unit assisted living facility may utilize some of the un-built approved Town Shopping Center square footage. Under this scenario,the proposed assisted living facility will generate traffic significantly lower than any existing approved square footage for the center. However, our analysis has considered a scenario in which the proposed 90 unit assisted living facility will be in addition to the approved square footage for the Town Shopping Center_ Fuss&O'Neill Inc. Consulting Engineer. Ms. Ellen Sirkin-Zanker September 2, 1997 Page 2 Our analysis required the determination of the expected trip generation for a 90 unit assisted living facility. To estimate the proposed trip generation, it was necessary to investigate the Institute of Transportation Engineers (ITE) "Trip Generation" manual which maintains data for similar facilities. Also, Fuss & O'Neill maintains a database for this land use as a result of traffic impact studies conducted for similar facilities. These two data sources has allowed Fuss & O'Neill to estimate the expected trip generation for the proposed facility as follows: AM PM Week Peak Hour Peak Hour Day Enter 23 11 142 Exit 8 21 142 Total 31 32 284 Our understanding of the proposed assisted living facility and previous experience with similar facilities,indicates that the majority of the peak hour trip generation is associated with employees working at the facility. The majority of the residents at the facility will not be generating vehicle trips during the peak hour and only minimally over a daily time period. In review of the above data, and our review of the existing.STC history for the Town Shopping Center, it is our opinion that the proposed assisted living facility will have no measurable impact on the adjacent roadway traffic. Additionally, the existing access driveways for the Town Shopping Centers have sufficient reserve capacity to provide safe and efficient traffic operations with the addition of the assisted living facility at the Town Shopping Center. Should you have any questions concerning our analysis of the traffic impacts associated with the proposed development, please feel free to contact us. Sincerely, illinm A_ Wet_ P.E. Jme D. Parry .E. 1M' OCT 91 vV 1997 South Windsor tM�fpg b Zoning Commission DRAINAGE CALCULATIONS SUMMERVILLE AT SOUTH WINDSOR �Cf CONN.CT uAit J.MIR?4 h 2iC. x91 t 'a.:.�`lam„\ r��J•o� ,,;` �-$'4q7 J V V" ivl,Lfw-'y'iVl �. _R• . i> Ac ©� pvj,V.Igp r4= . 1046 .1a EvT, X,qo ini �3v +J f 5 j SO I Li 1 L VN vj t'j flral TIME TO INLET i�l yv 4,� N w AREA IN ACRES O6` RUNOFF COEFFICIENT czo r a AI Q cv a) SUM OF Al _ w -4 TOTAL Al P 5**-1 - Z co RAINFALL INTENSITY r3 rJ ti N Q � ® � co Q TO INLET O O o GRADE OF GUTTER '6 @ CROSS;< SLOPE OF SHOULDER — DEPTH OF FLOW AT GUTTER W WIDTH OF FLOW A 0 BYPASSING INLET . AZ13YPASSING INLET Al, ENTERING Qf CATCH-.B A S I N ON 133NS A8 Q31i�3H� Wald ' ' 133HIS k-TlVNlto),ltq i N TIME TO INLET tN N w AREA IN ACRES � N O j b� 6� RUNOFF COEFFICIENT O Al rn SUM OF AI 1,,/! .t TOTAL Al "O'l'�` — ao RAINFALL INTENSITY � N N N :j 0 TO INLET O O — GRADE 0 F GUTTER p — CROSS: SLOPE OF SHOULDER - DEPTH OF FLOW N AT GUTTER w W1-DTH OF FLOW p 0 BYPASSING INLET -C A"I BYPASSING INLET Y; AI ENTERING: AWAW `COCK BASIN - oN 133HS Jl8 03H03H,7 W'2lt�. 133HIS N TIME TO INLET ' w %r, V% w TIME IN PIPE ACCUMULATED TIME � Y(N AI ENTERING CATCH BASIN SUM OF Al w IN SYSTEM Lm 4 ti RAINFALL INTENSITY QD N tJ eJ a� 0 IN SYSTEM tR in PIPE SIZE LENGTH OF PIPE SLOPE hs AVERAGE VELOCITY FULL CAPACITY' i `.HEADWATER; M ' oN 133HS 1Q 03k03H FV�lV14 . 1331mis Of y IL € } t 1 k W►1�/ v! �P I )6-V j OTC ' of At at i --y } As ©2 s . �. W, 17 G. i '. .. i S t• + !���f�a_ ; �4 i i / + i s ','ice• • T L�3 -�.. - I r• _ r Lod` 4 Flow to co E r l AID w t'a 0 set bc�'e�,,��+�, (964 _ 4-1 jo u 1 w -fit PaV�r , 1 t 1v► V�1 ot,tt� \V, ' hoe Ic- Saul t. l-Stll WTIAl tOD- 01J �LLtu�-rvlV RD. Sb. 1wlNd.t��2 )CSECI DO1 MSTt r-ON uk-r(bNS (%-27?-R7) XSEL'T D4Z -�'l2o POs Ca_JU 11.0Ajs Sint u a o f PRD PP S&D D L-'f E IU T gas h S'[RVL�' GZ tit1 S'T. b g?Eu -7 I?AS/N FLOWS 2 M L LV D E ALL Pp Qj ppIm TO lb. Pr ENr'ff. LIST OF INPUT DATA FOR TR-20 NYDROL06Ymmm}tttt m JOB TR-20 FULLPRINT SUMMARY NOPL4TS TITLE 001 KELLY WAPPIN5'CENTER 85-489A2 5 RAINFL 3 .20 8 0,6 0.002 0.004 01006 0.008 8 0,010 0.012 '-0.014 0 416 0.018 8 0.020 0.022 0.024 1427 0,029` 9 0,01 0.034 01036 0.038 6.041 8 0.043 0.046 0.049 01051 0,054 9 0.057 0.060 01063 0.066 0.069 8 0.072 0.075 0.079 0,082 0.085 8 01089 0.093 0,097 0.103 0.109 8 0.115 0,121 0.127 0.134 0.140 8 0.148 0.155 0.163 0,171 0.i80 9 01189 0.199 0,210 0,222 0.235 8 0.250 0.266 0.287 0.312 0.363 B 0.500 01638 0.689 0.714 0.734 8 01751 0.766 0.779 0,790 0.801 F. 0,811 0,821 0.829 0.838 0.845 8 01853 0.860 0367 0.874 0.880 B 0.886 0.892 0.898 0.903 0,908 0.911.1 0.915 0.919 0.922 0.925 n,929 0.932 0:935 0.938 0.941 #;,944 0,946 0,949 0,9= 0.955 ...'{ 4 n., .. ... . _ c` rs 4, ?i4 1,1174 8R110 23.6 2,196 9G,` 43.7 ?.49 9 FIN,pi 3 S i RUCT 82 84,0 4.2 .068 R610 9.7 .554 89,ii 13,0 1,696 R9,0 110.0 2.56+ e CVrs h RFISVOR 2 01 7 5 82.7 1 1 1 1 ENDATA 7 INCREM b .15 7 COMPUT 7 001 01 0.0 3.1 1.0 3 2 01 02 ENDCMP 1 7 COMPUT 7 001 01 0.0 4.80 1.`0 3 2 01 10 FNDCKP 1 7 COMPUT 7 001 01 0.0 1.4 1.0 3 7 '.01 '25 ENDCMP 1 COMPUT 7 001 01 0.0 6.9 1.0 3 2 01 ? FWDCMP 1 EIdD.TI18 2 ###################f#f#########END 07 80-80 EXFCiiTIVE CONTROL OPERATION INCREM MAIN TIME INCREMENT = .15 HOURS RECORD Ir, EXECUTIVE CONTROL OPERATION COMPUT FROM XSECTION I TO STRUCTURE 1 RECORD ID STARTING TIME = .00 RAIN DEPTH = 3.10 RAIN DURATION= 1.00 RAIN TABLE NO.= 3 ANT, MOIST. COND= 2 ALTERNATE NO,= I STORM NO,= 2 MAIN TIME INCREMENT = ,15 HOURS OPERATION RUNOFF .CROSS SECTION I OUTPUT Fffl BRAPN= b AREA= .03 SO MI INPUT RUNOFF .CURVE.= 87, TIME OF CONCENTRATION= .52 HOURS INTERNAL`HYDROGRAPH TIME INCREMENT= .0693 HOURS PEAK TIME(HRS) PEAK DISCHARGE(CFS) PEAK ELEVATION(FEET) 12..38 20.23 (RUNOFF) RUNOFF VOLUME ABOVE BASEFLON = 1.94 WATERSHED INCHES; 32.06 CFS-HRS, 2.65 ACRE-FEET; BASEFLOW = .00 CFS OPERATION RUNOFF CROSS SECTION 2 OUTPUT HYDROGRAPH= 7 AREA= .03 SO MI INPUT RUNOFF CURVE= 88. TIME OF CONCENTRATION= .52 HOURS INTERNAL HYDROGRAPH TIME INCREMENT= .0693 HOURS PEAK TIMF.(HRS) PEAK DISCHAREF(CFS) PEAK ELEVATION!FEFT) 39 -TROT HY3ROGRAPH PnTNT = :'^, yi!,'R= TNpRpdc - . 4 ? FI 4 ! 24 i9 9r 3 ,69 ,7c fl .60 .Al _.:_ .57 .57 ,60 .5- ,.,..... t...,...:. _ ,• t ..��J :,!1 ,+a. .�1r __ ,47 ,37 :7 rl 52 .95 ,92 .54 26 i3 06 03 f, n+ oil .,!l!-F VlHOF yT8OVF BASEFLO�I = 1,92 WATFRSHE3 INCHF,, 34.70 CFS-HRS; 7,8? ACRE-FEET; BASFFLON = tl(i CFS 'iPFRATI TnN R!RUP STRUTURF NP 4T HYDROGRAPH= 6 011TPI,T HYDR06RAPH= 4 "RFA77 FLFVATION= rn 7r: "AY.. ;1.FltitlKti) YtAK. Wht.MAKbttu>llj) YtAK ti.tVH311Mi tt33 12.S2 9,84 86,OF TIME(HRS) FIRST HYDR08RAPH POINT = A HOURS TIME INCREMENT = .15 HOURS DRAINASE AREA = 03 S9,M1, 7.50 DISCHG .00 .00 .01 .02 .04 .06 '.08 .11 .14 .17 7.50 E.LEV 82.70 82.70 82.70 8P.71 82.71 82.72 82,73 82.71 82.74 82.75 . 9.00 DISCHB .20 .24 .28 .32 .36 41 .46 .52 .58 .65 9,00 FLFV 82.76 82.77 82.79 02,80 82.81 82.8,3 92.84 8236 82.88 82,90 10.50 DIgrHt .73 A2 .93 A.105 1,19 1.35' 1.55 1.81 2.20 2.93 10,50 ELEV .12.93 82.95 82.99 83.02 83.07 83,12 83.18 83.26 83.38 83.61 i .00 DISCHF 4.31 5.20 6.74 - 8..44 9.66 9.92 9.R1 9.71 9.18 8.56 t2.00 ELEV 84,04 84,3b 84,92 85.54 :95.99 86.07 86.07 86.01 85,81 85,59 13.50 DISCHG 7.94 -7.34 6.77 6.23 5.75 5.31 4.92 4,56 4.23 3.08 t3.50 ELEV 85.36 85.14 84,93 84,74 84.56 84.41 84.26 54,13 84.01 83.65 15,00 DISM410 2.41 .5.5 MR 1.90 1.79 1.72 1.67 1.b1 1, 1,49 1.45 t5,00 ELEV 83.45 83,34 83,29 83.25 83,23 83.22 83.20 83.18 83.16 83.15 t6150 DISCHS 1.42 1.39 1.34 1.27 1.18 1,07 .99 .94 .91 .85 16.50 ELEV 83.14 83.13 83111 83.09 83.06 83,03 83,01 82.99 82.98 82,96 18.00 DTSCH6 .91 A .80 .79 .76 .74 .72 .71 .70 .67 18100 ELEV 82,95 82.95 82.95 82.94 82.94 82.93 82.92 82,92 82.92 •82.91 19,90 DISCHS ,h4 .64 .65 .66 .66 .63 .62 .60 .60 .59 19,50 FLEV 82.90 82.90 82.90 87.91 82.90 82.90 82.89 82.89 82.88 82.B8 11 DISCH6 .11 ,56 .55 .56 .5h .54 .52 .52 154 .55 2t.t?ill, E{-FV 82.885 82.87 82.87 92.87 R2.87 82,87 82.86 82.86 82.87 82.87 ^ISChn 154 .52 .56 49 .48 ;48 JR .47 .47 .41 P Flj 82.87 82,8{ 82.86 8".°5 82:85 82,85 82.85 K.85 82,84 82,93 ..... -... 43 " .57 .34 C6 C~.r": �"•. .. :' 74 R2.7 � - Hyj .'-4:7.iHU PFFAK F;i.`i~HARSF'IUF! PEAL F'L VA"Tjj =E?. .47 "":_ R.=i R?RST HY^="SRAM ; «: IPiT = f) 4rj1''Rc TT,?1F INl:R1"=NT = 15 H!?%YH if Ai i4" AREt! _ t".,3 �i .D;. _ "T""H" 1113 itit: "1 S1 C3-4 l' 64 .4 07 i;9 - C:='i ter• R?.7,11 - .. _ B ,7J R:,73 � 8 ,7! .i"..,79827 �2.74 7 11.5 $i'.5 R 917.96 R2,9 $?.9h 83.IN R.I.02 R3, C'F5fi 5 66 _ 5 . 1,51) 4 83,?? R.I.V 91,69 83.1.? 83,14 83.17 83.71. 83,?5 83.31. 83.39 ;;F4r} ",5-: 7. 7 S '.9 1.49 7.55 R.CIA R."4 i7 7,9$ 7.+'s' ;': 5f DI=CHR 7,41 7.12 6.R0 6.48 6.17 5.RR 5,60 5,34 5,nP 4,R4 13,50 FL.--V R5.17 85.06 84.94 84,93 84,72 84,AI R4.51 R4,41 84,32 94.23 15.00 DI SIC H5 4,61 4.39 4.18 3.85 3,55 3.30 3.07 2.86 2,62 2.51 15.00 F1.FV 84.15 84,07 83.99 83,91 83.83 83.77 83,71 83.66 83.61 83.57 16,50 DISCHS 2.37 2.24 2.12 _ 2.00 1188 1.76 1,65 _1.56 1.47 1.38 16,50 FLFV 83.53 83.50 83.47 83.44 83.41 83.38 83.35 83.32 83.30 83.28 1R.00 DISCHR 1.30 1,24 1.18 1.13 1.09 1.04 1.011 .96 191 .R9 1R.00 F-LFV 83.76 83,24 =83:23 83.21 83.2Q 83:I9 83r18 83,17 83.16 83,15 19.50 DISUR .86 483 .87 .80 .78 .77 .75 .73 .12 .70 19.50 FLFV 83.14 83.14 83.13 83.4 3 9.3.12 83.12 83.11 "83,11 83.11 83.10 'A140 DISCH1 .69 .67 .66 ,&; .64 .61 .61 An .60 21.00 FLFV 83,10 83.10 83.09 R3.09 83.09 83.08 83.08 83.09 03.09 83.08 22.50 DISCH6 .60 .59 .58 .57 56 .55 ,54 .54 .53 151 22,50 FLFV 83.08 83.07 83.07 83,07 83.07 83.06 83.06 83,06 83,06 83.06 24,00 DISCHS .51 .54 .59 .61 .59 .53 47 41 .16 131 24.00 FLFV 83.05 83.06 83.08 83108 83.07 93.06 83,04 R3,n3 83.01 83.00 25,50 DISCHS ,28 .26 .23 ,22 120 .18 .17 ,15 .14 .13 25.50 FLFV 82.98 82,96 82,93 82.92 82.90 82,68 82.87 82.85 82.84 82.83 27.00 DISCHS .12 .li .10 109 .08 .08 .07 .06 .06 .05 27.00 REV 82.62 82.91. 82.80 82,79 82,78 82.78 82.77 82.76 82.76 82.75 2R.50 DISCHB .05 .05 .04 n4 .03 .03 .0.3 .03 02 .02 ?R.50 FLFV 82,75 82.75 82,74 82.74 82.73 82.73 82.73 $2.71 82.72 82.72 'in.00 DiRCH8 A? .0? .02 102 Al .01 .01 fl1 .01 01 it) FLFV 82.72 82.72 82.72 82,72 82.71 82.71 82.71 R2.71 82.71 82.71 .11.50 Dlgf RS .0i ?'.50 FLFV 92.71 0 ;MF ARNF PA_F,:W = 1.97 idA?FRFR--D Iii;� FIS FX:'.C!1TTVF CONTROL OPERATION COMPUT FROM XSECTION I TO STRUCTi.IRF 1 RECORD TD STARTING TIME = .00 RAIN DEPTH = 4.80 RAIN D!1RATION= 1.00 RAIN TABLE NO,= 3 ANT, MOIST, COND= 2 ALTERNATE NO,= I STORM NO.=10 MAIN TIME INCREMENT = .15 HOURS OPFRATION RUNOFF CROSS SECTION 1 OUTPUT HYIIROGRAPH—i 6 AREA= .03 S8 l TNPUT Ai ROFF Off 87. TIME OF.C£NII:ENTRATIOW= .52 HOURS INTERNAL,MYDROBRAPH TIME INCREMENT= .0693 HOURS PEAK TIME(MRS) PEAK DISCHARGF(CFS) PEAK ELEVATION(FEET) 17.37 37,14 (RUNOFF) 24.22 1.56 (RUNOFF) RUNOFF VOLUME ABOVE BASEFLOW = 3.40 WATERSHED INCHES; 59.25 CFS—HRS, 4,90 ACRE—FEET; BASEFLOW = ,00 CFS OPERATION RUNOFF CROSS SECTION 2 OUTPUT HYDROGRAPH= 7 AREA= .63 SO MI INPUT RUNOFF CURVE= 88. TIME OF CONCENTRATION= .52 HOURS INTERNAL HYDROGRAPH TIME'INCREMENT= .0693 HOURS PEAK TIME(HRS) PEAK'DISCHARGE(CFS) PEAK ELEVATION(FtFT) i2.37 39,49 (RUNOFF) ?4.22 1.63 (RUNOFF) .,> r t ..RFM._�: n.,,tRfi ?RA;NA;— AREA — t.., -.�..::. '. Q,Qti 4-7 ...'i. 1.{� 1,S,r I.E" 1,4`7 1,416 r -q 1,17 ...,f!il ): �. .', _ ,91 ,9,+ ..11i• . Q „ .RR.; .99 7R tr-- 1'7N 1 SEF T� r c c _ �'�' « BASzFLOW i.,?v,.,1 d,u_!..?�F GRf'JF RA tr OW = 3.5(� WArrRSUcD TAE;"nE, ; 63,2_; CFS-`raR ; -.23 ACR -r._,.T: RATTCl1 RFSVOR STRIMTHRF ?!ITp vY'1RfiGRAPH= L ')UTPUT UYDROGRAPH= Q `4`1RFA-.; F1.FVATTnN= 9?,74 PEAk' ' P!r'.tHRS; PEAK DISCHARGFICFSI PEAK FLEVATIONIFEET? 12.97 12,28 87,56 24.35 1,26 83,09 TIMFfHRSi FIRST HYDROGRAPH POINT _ .00 HOURS TIME INCREMENT = `.15 HOURS DRAINAGE AREA = .03 SD.MI. 4.50 DISCHS .00 .00 .00 .00 ,00 .00 00 .00 100 .01 4,50 ELFV 82.70 82.70 R2.70 82.70 82.70 87.70 87..70 82.70 82.70 82,70 A.00 DISCRG .:02 ,03 J4 .06 .08 110 .12 .14 .16 .19 6,00 FLFV "82.71 82.71 12.71 82,72 82.73 82.73 82.74 87.74 87.75 92.76 7,co DTSCHS .23 .27 .;33 .40 .47 -54 .59 .65 .71 JR 7.50 FLFV 87,77 82.78 82,80 92,R2 87.R5 82,97 82.89 82.90 82.92 92.94 9,00 DISCHS .94 .92 1.01 1109 1.18 1,27 1.37 1.49 1.61 1.74 9,00 EI_r".V 82.96 82.98 83.01 81,04 83.06 91.09 83.13 83.16 93,20 83,24 10,�0 DISCHS 1.90 2.09 2.30 2.54 2,81 3.13 3,52 4.03 4,34 4,73 tf12.50 FLFV 83.29 93.35 83.41 83.49 83.57 81,67 R3,79 83.95 84,05 84.19 12.00 DISCHi 5,70 7.76 10,02 10.93 11.67 12.10 12.26 12,26 12.16 12,00 12,00 FIB 84.55 85.30 9.19 86,75 87.19 87.45 87.55 87.55 87,49 R7,39 13.5t1 DISCHS 11,81 11,59 11,36 11.12 10188 10.65 10.4.1 10.17 9,94 9.70 13.50 FLFV 87.78 97,15 87.01 86,86 86.72 86.57 86.43 86.29 86.14 86.00 DISCHS 8,85 8.09 7.42 6,62 6.79 5,82 5.40 5.0.3 4.68 4.38 15,00 Fl_FV 85.69 R5.41 95,17 84,95 84.76 84.59 84.44 84,30 84.t8 84,07 r;.511 DISCHS 3.83 2.97 2,53 2,7 2.07 1.61 1.166 1.58 1.51 1,43 50 FLFV 83,89 81.62 83.4R 83.40 83.33 83.26 83121 83.19 83.17 83.t4 '.00 DIc"Hr 1135 1133 1,33 1.3! 1.27 1123 1.20 1,19 1 t.11 1n,00 Fl.FV R3,12 83111 83.11 8-7,11 R3,09 R3,0r^, R10= 23.07 $3,0i, 83,04 9.50 ?1TSl:H: 1,06 t.06 1.19 1.05 R3.V "n3,0? P,l.04 n _fi4 3.;:? R'..';3 '.. , y.'..t)'. t� .;Yn __ __ __ �C .. .S . .. 7. .;z ... . :i?'''�iRFCir .r5?R':y1.TI:RF. i W'P =4)R iSRAPP.= 7 IS11Teli1 HYitRryRA?H= 11RFA77 FI.FVATIgN'= "'',7C• -AK `lF{HR91 PEAK D13i'HAR6F.(rFS F-A,"" F:FVA?TtiVfF;:=TI FTR T HYDRnGRAPH MINT = .00 Hi iIR:= ?IMF INCRFMF,4T = .15 HfllfRS T}RATNA»,= AREA = 03 SP.qI. 4..... ti0 fir; tii tit ..a, . � #2.t7. iR .. 3!.7 i A R2.f t 6.ii0 FLFV 82.71 R2.7? 87.74 87.75 R7,76 R?.77 R?,7R R?,R[s R2.P1 7.St; 1�I>CHfi 13 15 IP, .7.1 25 ?9 34 d 42 55 7,50 FLFV 82.83 92.85 92.08 82.91 82,95 67.99 83,01 P3.03 83.05 83.06 9.00 IITSCH6 ,62 .69 .77 .85 .93 1,nIt. 111.0 1,2n 1.3t) 1,41 9.00 FLFV 83.08 83.10 83,12 83.14 83.14 83,18 83.21 83.23 83.26 83.78 1n..90 DISCH6 1,53 1.67 1,82 1.99 2.18 2.40 7..65 2,96 3,37 4,01 ID.50 FLFV 83.32 83.35 83.39 83.43 83,40 8.3,54 83.60 83.68 83.79 83.9.5 I MO UTICH6 4.83 b.29 8.51 10.31 11126 11,83 12.07 12.10 12,01 ILRIS, 12.00 FLEV -04.23 R4,76 85.57 86.37 86.94, 87.79 87.42 87.44 87.39 87.29 13<50 DIMS r 11.65 11.42 11.17 10.91 10,69 10.40 10.14 MR 9,56 9.07 13,50 FLEV 87.17 07,0.3 86.88 86.73 M. 86.47 96.26 '86.11 95.95 95.77 15.nn D TSi;H& 8.60 8.17 7,76 7.17 L 01 6.W. 6.lA 6,n6 5,7R 5,51 15.on FLFV 95,60 85,44 85.29 85.15 85.07 84,96 84.79 A4,68 84.57 84.4R 16,50 D15"H9 5.?6 5103 4,R1 4.59 4,3R 4.1.1 3.7R 3,47 3.20 2.95 1A.50 FLFV 84.39 84.30 84.22 84.14 P4.04 8319P 0.R9 83.8, 8.1.74 83,68 1R,00 BISCHS 2.73 2.54 2.38 2,24 7.1,n 1.98 1.R8 1.79 1.71 1.62 18,00 FLFV M 67 83.57 83.53 83.50 83.46 83,43 83,41 83,38 83,36 83.34 19,50 DTSFHB 1.55 1,4R 1,44 1.40 1136 1,37 1.28 1.75 1,72 1.19 19.50 FLFV 93.32 83.30 83.29 8128 83.27 83.26 83.75 93,74 93,74 83.23 71.60 DTgCHG 1.16 1.13 1.10 1.09 1,07 1.05 1.0, 1100 I'm ,99 ?1.no FIR 83,22 63.21 83.21 83.20 83.20 $.3.19 R3119 R3.18 R3,18 83.18 2 .5n DISI'HR .98 .97 .95 .93 .97 91 .89 .R8 ,R7 R.:, 119,50 FLFV 83.19 63.17 83,17 83.i6 83.16 83,16 R3,15 83.15 83.15 R3.14 ?4.M t1T1:tK .83 RP... .97 1.01 .96 .R7 .77 .67 15A .50 114,i7D F1FV 83.14 R3.15 P3,17 83,18 93.17 83.15 93,12. 93.10 83.07 83.05 T..9^4 .27 70 I9 17 =v R3.?? P'.T R'nisi P?.99 R?.96 P?.9d P?.9? P",9ii A2.A9 $2.87 ..... '. -. .-%F7n ... -.79 .79 M, .i?ti'rr 4T.1iiY3"d ..zR'Mkt = 7.czU i$AT=%5'r:`.. ';''a i'.u- ,.td I'CC_Y`_ A:`RF .;A� I ',DC AT`!'.i F,NP:"1 ;RSMP TATIi�!= rl�tF FiF-I rlg FA== RF:.!iPA TO rYF,i?TVF CGNTRO. OPFRATION COMPII? FROM XSFCTION 1 TO MIXTURE I RFC(1RD iD STARTING TIME = .06 RAIN DEPTH = 5,40 RAIN DURATION= 1,00 RAIN TABLE NO.= 3 ANT. MGiS?. CONO= 2 ALTFRNATF NO.= 1 STORM NO.=25 RAIN TIME INCREMENT = .15 HOURS GPFRATTON RUNOFF CROSS SECTION 1 UUTPIIT HYDROCRAPH= 6 AREA= 03 50 W1 INPUT RUNOFF CURVE= 87. TIME OF CWFNTRATIDN= 57 HOURS INTERNAL. HYDROGRAPH TIRE INCREMENT .0693 HOURS PEAK TIME(HRR) PEAK DIS(:HAR8F(CFS) PEAK ELEVATION(FFFT) 12.37 43.12 (RUNOFF) 24,22 1.77 (RUNOFF) RUNOFF VOLUMF AROVE AASEF10W = 3.97 WATERSHED INCHES, 65.16 CFS-HRS, 5.72 ACRF-FFET, HASFFLON = 00 CFS OPERATION RUNOFF CROSS ,SFCTION 2 OUTPUT HYDROGRAPH= 7 AREA= .03 SR MI INPUT RUNOFF C11RVF= 98. TIME OF CONCENTRATION= .52 HOURS - INTFfINAL HYDROSRAPH TIMF INCRFMFNT= .0693 HOURS PEAK TINF(HRS) PEAK DISCHARFFICFR) PEAK FIFVATIGN(FFFT) 12.36 45.AR (R1.INnIFF) 24,"^ 1.R3 (RIJNGFFi }RAIHAnF Aq 1 -:. 54 1-ni: F,"- 1.44 i.V 1.41. 4. i0 ..:; 1.7^ i.(;`. .49 ,24 .{" .(i _i�3 .f:l T All, }s FF 01IMF A;nVF 'BA-F-_Sid = 4,P7 WATERGP"-, INI !FR_ 71.0 US-HR=. 6.(3"r. ACR94E Tj RASFFI.GW = .00 UR r,?F;A?;:i4 RFc�,"�R STRiirri�gc � , L:vnRnARAPH= A rill', HYDRO"nRAPH= 4 ..-*A':r- F FVA?I"1N= P^,' *rat ;:nrtman: rrtta tj:.at, "rear.I6r,-fr rr"A r-trVKIttlr+:rrr 17,92 17,62 RR.05 24.75 1,43 83,14 TI'?FiHR81 FIRST HYDROGRAPH POINT = .00 HOURS TIME INGREMFNT = .15 HOURS DRAINARF AREA = .03 S7.M1, 4.50 DT5CHS .Do .00 ,00 .00 40 .Do .01 .02. .04 .04 4.50 F1.FV 82.70 82.70 82,70 82.70 ;92,70 82.7n 87.70 R2,71 82.71 R2.77 6,00 DIRCHS OR .09 .12 .14 .17 119 .71 .74 .27 .31 6,P,o EL1=V ; 82.72 82.73 82.74 ' 92.74 82.75 07..76 87.77 87.77 87.78 R7.79 7.54 DISCHB 35 .40 .48 .57 .67 .75 1X As .95 1.01 7.50 €IFV 82.81 87.87 921R5 ` MIN A2.91 R7.93 R2.35 R2.97 83.m R3.02 9.00 DISCHF I'll 1.20 1.31 1.41 1.51 1.h2 1.74 1.89 7.07 2.1R 9.00 FLFV R3.04 93.07 R3,10 R3.14 R3.17 R3,70 R3,74 R3.2R RIM? R3.37 1ti.5fii DTSfHfi 2,37 2.59 2.94 3111 3,44 3.91 4.21 4.36 4,h4 .9,17 10,50 FI.FV R3.43 93.50 R315R R3.6h R3.76 Pa,PP. R4,01 84,U 84,16 R4,35 17,00 DISfHR MR 8,04 10,46 11.56 12,45 12,98 17.5R 14.65 12.94 12,79 17.00 ELFV R4,79 85.h9 U-4 87.13 87,67 87,99 RR.05 R8,07 R7,96 R7.R7 13,50 DTSGHG t2.61 12,39 12.16 11,92 11,67 11.42 11.1R 10.93 10.69 10,45 13.50 F1.FV 87.76 87,63 87.49 87.34 87.19 97,05 Rh.90 96.75 86.60 R6.45 1.5.00 DISGHfi 1D,21 9,97 9,74 R,98 IL 22 7,55 6.96 6.42 5.94 5152 15.00 F1FV Rh.3t R6,1h Bb.D2 R5,74 R5,46 85,22 H5.00 R4,R1 A4,63 84,4R 1h,HO DISPHS 5,14 4,81 4.50 4.27 .3.10 2.47 2,05 1.97 1.75 t.h4 1b.50 F_FV R4.34 94.27 94.11 R4.01 93.6h R3,45 8.3.33 R3.7R R3.24 R3.711 1R,DA DTS1:H6 1.55 1.17 1,57 1.49 1.45 1.40 1.37 1135 1.31) 1P..Us Ft.FV R3.1R 81 17 R3.17 Sao 1h V.15 R3.13 R3,17 M.1-7 P,3,1i 93.09 '9,5? DTS;:Hf, 1.21 1.20 1.?3 1.2h 1.74 1,70 1-.17 i.34 1.13 1,12 -... F's r'.... C-." =3. 19 R3. C. c? r:' ..a.Or ;....i1� z =: R3.0.. R...0. ->d^' 4f� 't D 4: r- : _ .�,L JCL'_ KPH- P r� ,.,r - ��=__ fli _ ..,,.p ;a:. ;A.� t:,.rr its :. ti- A:..,. t. i ,PFRATT.N JCVU .. R[Ir T1iRF 1 NP!!T HY^PGRAPH= 7 ..,."PHT HYDIRPIRRAPH= r VA-•. :_ PFAY TTMPLINNi PFAK DTS"HARSF(f.FS1 PEAK F1,FVATTnN!FFFT) 19.91 P,7.94 714.41 1.14 -? =t ;,^, `• =iRtii RY!1RR6RAP P!ilAi = 00 Hfl1FiS ?TMF iNfRFMF.Aj? _ 15 HC111R5 DRAi4AAF RRFp = 03 S:;.TMri. 4. DTf.".=i= MA 0'. .00 0 t7t} O1 t31 r" ti^ Q3 A. ':(; I1': "Hn tl$ 05 fih tiR 09 .11 .I 4 .16 ,IR h.")G F?_FV A2.74 97.75 82.7h R2.79, 97.79 R^r..A1 99,R3 a:?.R4 87,RA A2.RR 7,5n i?WIHS .21 .74 .77 .37 ,40 4R 5h ,6" .71. 79 7.50 F!_FV R2.191 R2.94 87.97 R3.111 83,01 83.05 93,07 Al.OR A3,10 R3,12 9,no AISCHS .96 .95 1.04 1.13 1,22 1.32 1.42 1.53 1.65 1178 9,08 FIR 83.14 83,17 83.19 R3.2.1 8.1.74 63.26 83.79 83,32 R3.35 93.38 113.50 URNS 1.92 2.09 7.26 2.45 7.68 7.93 3.23 3,59 4,07 4,55 10,50 FI,FV S3.42 83.46 83.511 R3.55 R13,61 03.67 93,75 MR4 93,97 R4.1.1 19.64 OTRUS 5.43 :°7.16 91-73 11.13 17.87 19,40 19,77 17.71 15,12 12,74 17.00 FIFV 04.45 85.OR 86-07 Rh.R6 97.53 87.R2 RL-83 R7.74 R7:63 R7,57 :I.so I115rKs 12.03 11.84 If.A1 11.36 11,11 to,86 10.1%0 t ol35 111.1fl 9,85 13.50 FI_FV 87,41 87.79 97.15 A7.Do 86.95 R6.69 R6,54 Rh.39 06.74 Ah,ii9 :5.00 AIMIG 9.51 9.03 8159 8,17 7.7A 7.41 7.07 h.74 6.43 4.i4 15,10 FLFV A5,9.1 A5.76 85.hO A5,44 R5.3n 95.1.7 85,04 84.92 R4,91 R4.71 1h.Fin il?RCFr, 5.R7 5.61. 5,'17 5113 4.09 4,66 4.4.3 4.22 31AR ',.57 16.50 Ei.FV 94.41 R4.51. 84.43 R4,34 84,25 84,17 A4,1tR R4.0i R3,92 R.3.R4 18,60 AISN; 3.28 3.04 2.84 2,h6 2.49 2.34 2.21 2110 1.99 1199 iR,60 Fi_FV R3.7h R3,7{1 R.i,h5 R3,hf R3.5h A3,52 83.49 R3.4h R3,43 91.41 19.50 RI5CHS 1.80 I,72 1.67 1.67 1.57 1.52 1148 1.4.3 1,40 1.36 19.90 FI.FV 83.32 83,3h 83.35 V.34 SMI R3,31 RI,III R3.79 R3,2R A3.27 21,00 IIIU R9 1,33 1.79 1.76 1.24 1,22 1170 1.17 I.IS 1.14 1.13 ?l'o) FLFV R3.?A 93125 M.25 93,74 R3,74 R3.23 R3,22 R.I A3,21. R3.21 50 11ISrNF 1.12 1,10 Los i,fh 1.85 1.63 1102 1,s7 99 9h 5i'' F!.FV R3,21 83,2i R3.20 R3,?() R3,19 R3.19 RI,1F. Al.1R R3,IR A'. �4. 16, ?l IPUS .94 1,R1: I.11 I.14 3.09 .99 R7 .7- ,hb 57 -4. !(; F .FV A3.11 V.1A A3.^i R3.2^ R71,20 83,1R R3.15 Al." R3.09 R3.1]? -- - - -- -- ,- ter- ,- ,,.- -- -- -- - - -- - -- -- - - -- - ..._-.. - r . . .?. T! M A :,V rW = 4.62 WATFRFHclj WPC.C. 7-.=:q ..-4..RF, h.(?9 H1R, L;ry=FF;fi _ on "_,' flPFRATT2N FOUR ^(IMPHTATMINR %"M=..F-F11 MR PA'; 5 Rc;".ij'p" F" FbFriiTTVF. rnNTRr;!_ OPERATTON rOMPi.IT FROM XSECTION 1 TO STRUCTURF I RFrORD in STARTINS TIME = on RAIN DEPTH = 6.90 RAIN DURATION= 1,00 RAIN TARLF NO,= 3 ANT, MOIST, UND= 2 ALTFRNATF NO,= 1 STORM Nl1,=99 MAIN TIMF INrRFMFNT = .19 HOUR" OPFRATION RUNOFF CROSS SECTION 1 OUTPUT HYDRTISPAPH= AREA= :43 SR'MI INPUT RUNIOFF CURVE= 07, TIME AF CtJNt;ENTRATTON= -97 HOURS INTFRWAL HYDRO&RAPH TIME. TACRF.snu= om HmaR5 PFAK T'sME(HRS) PEAK DISCHARAMFSI PEAK FLFVATTONIFFFTi 17,3h 5R.04 {FUNflFF) ?4.72 7.31 (RUNOFF) RUNOFF V1Ii-UMF AWF PASFFLOW = 5.41 WATFRSHFD INCHFS, 94.33 CFR-HR97 7.80 ACRF-FFFT; RASFFLnW = oll CFS iiPFRATIPN RUNOFF CROSS SECTION 7 nl3TP1lT HYDRngRAPH= 7 ARFA= .03 SR MI INPUT RUNOFF ri1RVF= RR, TIME OF CONCENTRATION= .52 HOURS TNTFR'aAl_ HYT1R1ifiRAPH TIME TNCREMFNT= ,0693 HOURS PFAV TIMF(HRS) PEAK DISCHARSF(fFS) PFAK FLFVATTONtFFFTi 3f 61,13 (Rl1NilFFi ?a, r7 2.ai IR INiiF= 3.{r .r._.... r1ii ........ ;}T.,,...' �,.dC) i`.'� di'. 1.'p.-1 t..':fi •.^'i .Yf t Yf it-�'i �.. — non., „ 71 �{ 177 : "=F ? •':mp ACj^jVF ;A,.;- = 5,53 'vATFRSHFD TNT:. ,F.�. 99-R7 i.FR-HR53 on rf Wryi„ -vlRnFRA7-u= A iiT ilT HYDRi3$RAP±s= 4 ..�`•,Rr A"' f.{..�YiiTTO�= 1i2•!ii . PFAY TTMF(HRS) PFAY RISUARSFtCF91 PFAY. FLFVATTQN(FFFT) 17.h5 45.1F, RR.33 74.35 1,Rh 8317R TTMF(HRS) FIRRT HY8RnSRAPH POINT = .00 HT111R5 ?IMF INCRFMFNT = .15 MURS ' DRATRAl F AREA = .03 SR,MT. 4,50 Mr.WR .fat Al, .115_ .07 10 .13 .16 .19 .22 .75 4.50 FLFV 82.79 97.71 87,71 97.77 117.73 87..74 R7.75 R7.7h R7.77 R7.7R 4.:10 FURS 28 .31 .34 .38 .43 .47 .49 .52 .57 .63 .47n FLFV R7.79 Men KAI 92.82 87.93 82.84 R2.R5 R7.Rh VAR R?..9A 7.SA 0fii (R 7t1 .78 .91 1-07 1.21 1,33 1 43 1,57 1-0 1.74 Si; Fi FV frr.97 97,94 R2.9R 83.01 R3.AR fI3.1'1 R3.14 R3.17 P.3.7Q R3.24 }.Ar. T,IS HI; 1.Ba 1,97 7.17 2.MA 2.39 2154 2.71 2.90 3110 3.31 9.AA FIFV R3,77 R3.31 R3.3h U.40 93.44 R3.49 R3.54 R3,hn R3.hh R3.73 1 M% nT5CHF 3,57 3,RR 4.71 4,3n 4.44 4.h4 4.91 5.77 5.7R h.63 1A-5n F1.FV R3.R1 R3.90 R4.nn R4.64 R4.09 R4.1h R4,7h 84.39 R4.5R MAP 12.00 DTS;.H- R.39 10,76 11.h6 18,33 43.67 37,RR 77,84 20.74 15132 12,97 17.00 FI_FV R.`.57 Rh.34 R7,19 RR.05 RR.37 RR.7_h RR,15 RR.07 RR.A7 R7.9R 13.50 DISGHR 12.Rh 12.71 12.53 17,33 12.13 11.92 11.70 11.4R 11.76 11.U 13.50 FIFV R7.97 R7.R3 87.72 R7,60 R7.47 R7.34 R7,71 87,nR Rh.95 Rh.R1 15.nn UTSCH6 10.R7 10.60 10.38 10.16 9.99 9.75 9.11 8.41 7.7R 7.27 15,nn FIR RA,hR Rh:54 Rh,4', Rh.7R Rh.1.5 Rh_63 R5.7R A5.53 R5.3f1 R5.10 1h.5A OT.SCHn 6.73 h.29 5.R9 5.51 5.t=`.+ 4,RA 4.47 4.11 3.0.1 7,a7 th.SA P FV R4.97 R4.7h R4.61 94.4R R4,35 R4,27 R4,1A q3.97 R3,h4 0-46 R,nn DTF.=R 2,17 7.05 7.n1 1.9h 1.R9 1.R3 1.79 1.7h 1.77 1.h5 R3.37 R3.33 R3:37 R3,31 R3.79 R3,77 R3.75 R3.75 R3.73 R3.21 1.5P. 1.57 LA! 1.h4 1.0 1.5h 1.57 1.49 1.47 1.4h M.19 P.3.IF 17 .R4 r L4RS 1tiTR1I"THR= , HV 3R";flR^Grp,= 7 " -e ' HY"Rfs;RAPH= Gr; -"'Z' , FZAY nTFPHAR;F!"FC, PFAY 41.91 RR.4h 1.49 -': =: R=.'. TR PYDRn RAPH P":TN' = A6 H?11RR TTMF T1a1:RF!3FPiT = 15 H?1l1RR ?1RA':hiARF ARFA - .C3 Rn.mi. nA Atl At A0, .Afi ;fi .Afi ^fi iil CT Nr: .01. r•7 .113 .N 05 oh OR i t .1? 14 4,50 F±_FV 87,71 R2.77 R7.73 R?.74 9?.75 R7,7A R?.7R R?.RO R7.R^ R?.R4 A,On DTSCHR 1h ,1R .71 .73 .?h 79 .33 .37 .47 .47 A.Op FLFV R7.Rh 87,RR R?.91. R2,93 R7.9h P,?.99 P,3,01 R3,0? R3,e R3.04 7.501 DIRCNS .53 ,60 .68 ,7A .RR .99 1,D9 1119 1.179 1,40 7,58 F1.FV 83,OA 23.08 R311R V.17 R3.15 93.18 93.70 R3.73 83.75 MI N 9.on r?!nHS 1.50 IX 1.74 1.RA 1.99 7..17 7,27 7.47 7.5R 7.75 9.no F;FV 83.31 83.34 83.37 R3.40 R3.43 A3 47 83,50 R3.54 A3.5R V,AI f n.5n D I MIND 7 94 3.16 3.40 3.67 3.97 4,27 4.50 4.Rn 5.21 5185 5P, F!FV R3.bR A3.73 R3.RD R3.Ah R3.94 R4.03 R4,11 R4.77 f14.37 R4.0 ^.in Ili TM11HP 7.tfl 9.47 t1.35 73,15 41.15 39.10 31.74 1114.34 7h.7R 17+.9R 0 fl_FV R5.�5 R5.97 Ah,99 R7.9R RR. RR. RR. RR,0? R7,P.5 P.7.71 1.1,50 DMCHR 14,78 12.19 17102 11.R2 11.h7 11.40 11,19 10.97 f0.74 10.51 13.50 FiFV R7.59 R7.49 R7.39 R7.77 R7.15 R7.0? Rh.R9 Rh.7h Rh.A? Rh.49 F F.NJ DTR"HS 10.29 11,Oh 9.94 9.54 9,17 R.73 R,35 7.99 7,AS 7.33 '5.no FIFV Rh.35 Rh.77 PA.OR R5.94 85.79 85.h5 R5.51 P.5.3R R5,?h R5.14 A,Fir, DTRM49 7.03 A.75 6.4R h.71 5.94 S.hh 5.40 5-i5 4.97 4.h9 1h.50 F CU R5.n3 R4.93 R4.R3 R4.73 R4.h3 R4.53 R4,44 R4.35 R4.7h M.1R 1R.n0 DTU"is 4.0 4.72 4.03 3.74 3.49 3.2h 3.06 7.AR 7.73 7.5R 1R.Oii Fi_FV R4.10 R4,03 R3.9h R3.RR R3.R? R.MA R3.71 R3.hh R3,h2 R3,SR 5:. DisrRs 7.44 7.33 ?,74 7.1? 7110 7.03 1196 1,90 1.84 1.A0 5_ FIFV R3,55 R3.5; V.5n R3.4R R3.4h R.,44 RMA R3.41 R3.40 R3.3R �'.?s; '?TS'H5 f_,75 1.70 %AA 1,h3 1.hn 3.Sh f.5? 1.50 i,4R 1.4R 1.n r''FV R3.37 R3,3h pl... R3,34 R3,33 P3.3 R3.31 R?.3 R3.30 R3.it :Z0 :1? ,.";iS 1.4h 1,44 1.41 1.3R '.3.= ?4 1.3? =ri; R =v R3.30 R3,?9 R3.IR 93_. R3. 9'.... ='.?5 nn - _ -1. - - - .� -• - �1 - - �- iA.C.=Pi = c Hn WA =i f TAr;F=. 99.?4 " r'..?4 A"z rr -, �==1-R = of -.=....":V= r.3PT '1 r FF s:TTr":R Fii"CIF Ci?l 11TATItii+S Ctii�='l..i'sF1f Frtr h`0 4 zr'ii nif ?i CUTRi l iIPFRA i T"H r'tdi,t F RFrOR" 7" IIMMA Y ARiF 1 - SFIECTFD RFSI)LTR OF STANDARD AND FIFnll'TVF rONTRT)l. TNSTRIICTIONS ?k THE ORDFR PERFORMED (A STAR AFTER THE PEAK DTSCHARSc TTMF AND RATF (CFR) VALUES TNi 7ATFS A FIAT TDP HYDRnS.pAPH A AUFSTION MARY M INDTCATFS A HYDRURAPH WITH PEAK AS LAST POINT.) RECTION/ STANDARD RAIN ANTF.0 MAIN PRECIPITATION PEAK DISCHARRF 5TRIMTURF CONTROL DRATNASF TABLE HOIST TIME ------------------------- R)1WE -------------------------------------- TR 1TPFRATION .AREA # CUD INCRFM RFRTN AM011NT DURATION AMOI)NT Fl-FVATIDN TIME RATE RATE (SO MT) (HR) (HR) (IN) MR) (IN) (FT) MR) (UR) 1i�SM) Al T..=RNATF STORM ? ?d 1 R))kiiFF 03 3 ^ 15 3.10 74.Ofi 1.R4 --- ;7.3R 70.73 749.4 Y= "TTDN 7 RUN:IFF .07 12 15 .0 ?.1: ?4.t?i: 1.97 --- S".?R 71.Ft+ i71.t" cTR11%TIiRF 7 RFRVfR .03 3 7 .1.`: .8 3.10 74,Of. I.R4 PA.OR 17.R7 9.R4 U4.4 STR1E:•".T;)RF 1 REcVt)R .03 3 2 .15 .0 3,10 ?4,00 1.R? R`.4? 12191 a,34 794.4 ALTFRNATF 1 STORM TO YSFrTTON 1 RltNnFF 03 3 1 0 4.R0 24.00 3.40 --- 17.37 17.14 t37 5.f XSFCTION 7 RUNI1FF .03 3 7 .1= .0 4.RO 74.00 3.50 --- 17.37 39.49 1410.7 STRUCTURF 7 RFSVOR .03 3 7 .15 .0 4.R0 74.00 3.40 R7,5h 17.97 12.79 454.8 STR1)CT)IRF 1 RF!;VOR .03 3 7 ,15 .0 4.RO 74.68 3,50 R7.44 13.0i 17,10 431., AI TFRNATF ! STORM 75 :(.".=:'.TTnN ': R!;NnFF .03 3 ? 1 .0 5,40 74.00 3.9; --- f2.:?f 43,17 11497.0 .0 3.40 74.00 4.07 --- 17.3h 4R.Ac 1h31.h tz 0 5.4A ?4.00 7.9A R;;.Os 17.913. 17 c^ en 7 -.4,1' 74.f... 4. :- ''i R4 v� 22&QEI7e 2 xF2Ia.q »9 gm"IR ; FOR #: R29R k 7R21:.; em#m . ; eRm ARR STORM p9Re..... 2 iq r! 7 m 3 9 . 3 tE RF k 7nQF 1 © 9.R4 . 17Z2 17,A2 qJ* #7% . %& 22& 0.9 t3! GR91a ! a.1 17«a7 ! S.9 2J! G27 Q G72a 7 2� �\72#7 ! 2.g 2a9 r.R R ga Memo To: Barry Guliano From: Marcia A. Banach,AICP, Director of Planning Date: 11/17/97 Re: Interpretation of"Filing in the Town Clerk's Office"as it applies to Planning & Zoning Commission-sponsored zone changes Per our telephone conversation this morning, I need your assistance regarding the interpretation of CGS Section 8-3(d): "Zoning regulations or boundaries or changes therein shall become effective at such time as is fixed by the zoning commission, provided a copy of such regulation, boundary or change shall be filed in the office of the town...clerk...." As I indicated to you, I have been apprised of a challenge by Attorney Alter that will be made to the Planning and Zoning Commission's rezoning of about 400 acres of Buckland Road in 1995. The nature of the challenge is that the zone change never took effect because the Commission did not follow the procedure that the Commission spells out in its regulations for an applicant pursuing a zone change (see attached Section 17.2.3 of the zoning regulations. The significance of this challenge is that Attorney Alter contends that Summerville's proposed zoning amendment must be submitted to CRCOG, since it affects a property within 500 feet of a town line. However, PZC rezoned the subject property when it did the comprehensive Buckland Gateway zone in 1995, therefore there is no remaining property within 500 feet of a town line affected by Summerville's proposed zoning amendment. When the PZC rezones land under its own initiative, rather than by petition from an applicant, we file it in the Town Clerk's office in two locations: ❖ On the official zoning map that is posted prominently above the map files, and ❖ Ina folder in a file drawer that is labeled "Planning &Zoning Commission." I would note for your information that, as a result of Attorney Alter's challenge, we have discovered a drawback with our posting of the zoning map on a bulletin board in the Town Clerk's office. After speaking with Attorney Alter, I checked and discovered that the current zoning map was missing from the board. As Michele and I are certain that the map was previously there, it is clear that the map was too easily removable. Therefore, it is possible that at the time Attorney Alter did his research, the map had been removed from the wall. With the aid of the Town Clerk-elect, we now have the zoning map under plexiglass on top of the map rack. If you agree that our posting of a zoning map with the new boundaries satisfies the requirements of CGS 8-3, then there is a zoning map showing the current zoning of Buckland Road on file in the Town Clerk's office at least as of Friday, November 14. The application for Summerville is being officially received Tuesday, November 18. Therefore, it would seem that, even if we were deficient because our zoning map had been removed (by unknown parties) from the Town Clerk's office, we corrected the problem prior to the acceptance of the subject application, thereby rendering the challenge moot. What do you think? Thanks so much for your help! PROPOSED AMENDMENT, SPECIAL EXCEPTION AND SITE PLAN 1) an amendment to Section 5.1.6 of the zoning regulations to allow assisted living facilities as a special exception use in RC Lzones; and for approval of a Special Exception/site plan of development under �•� b� E new amendment —Shop 11:E11:311E Th �� as denied by the Commission on October 14, 1997. AA is r v i;?l rh 2) The amendment propoges that assisted living facilities be permitted as a special exception use, with definitions and criteria for the facilities, in much the same manner as the Senior Residence Development regulations. 3) If the zoning amendment is approved, the Planning Department would like to renumber the entire amendment from 5.1.6 to 5.1.2.9.4. The reason for this is that section 5.1.2.9 includes all of the special exception uses in the RC zone. Section 5.1.6 would be at the end of the RC regulations, and outside of the special exception section. 4 Theecial E e tion a 1' ation r r 1 f r - S x�c p pp eques p ova o 3 tort', 60,00� u. foot,buildi on,3 cres included wi in the "roe boundafies of q�' g � P T wn,Shop ing Center. his site has pre ou ommissi n p�iroval for it enior idence De opment. 5) The facility would share the Town Shopping Center access driveway with its existing traffic signal, thus not requiring a new curb cut onto Ellington Road. The low traffic generation associated with a senior facility should be easily handled by the existing traffic signal and Ellington Road. 6) The 're, ark al has r �an e enc�e ice c ssw round the buyldin is is rb osed te satisfied with a avel a rfa g,�� p gr se, g� ace r�ad. he emergency access will need to be marked at its entrances with brick pillars or other permanent, readily visible markers, will require an extra hydrant, and will need to be plowed whenever there are three or more inches of snow. Landscaping will delineate the perimeter of the gravel base. The Fire Marshal has approved this plan with the above-stated conditions. 7) Public water and sewer are provided. Water Pollution Control Authority approval is required. October 8 with a $5,000 bond as well off-site mitigation in the form of$15,000 to be applied to Nevers Road ponds; and a conservation easement on the property south of the proposed building. 9) , mem oye . There is a large amount of overflow parking available within the confines of the existing Town Shopping Center. The days and times that the Assisted Living Facility would most likely require overflow parking should coincide with the days that the majority of businesses in Town Shopping Center are not open. 10) The Architecture and Design Review Committee reviewed this site plan on September 4, for the previous application. At that time, ADRC indicated that the building and site were nicely designed. They suggested that the height of plantings between the back of the shopping center and this site be increased as much as possible, and that the aesthetics of the detention basin be considered when designing the wetlands plantings. 11) There is an electrical easement between this site and the back of the retail building that prohibits placement of any structures, trees or shrubs. Within the easement are located both electrical service and water linesr s e Went, and unfortunately the easement area will have to remain bare of landscaping. 12) An entrance sign is proposed inside the Town Shopping Center complex. Since the Town Shopping Center has already exceeded the maximum free- standing signage allowed by obtaining variances, the proposed freestanding sign would also need a variance. 13) The final pavement has never been placed on the Town Shopping Center site. This results in concerns such as reduced stormwater runoff reaching catch basins, which are placed at the finished pavement level; damage to catch basin tops, manholes, etc, by snow plows, increased icing during winter, and other concerns. Staff recommend that, at a minimum, finished pavement be placed on the entrance drive from Ellington Road to the assisted living facility to minimize the drainage and icing concerns for the new residents. 14) Staff has noted that vehicles tend to park in the existing service alley behind the main shopping building. This becomes more of a concern since this alley would become a service alley for the assisted living facility, including modifications, the key map will need to show existing driveways on surrounding properties. 16) Engineering Dept. had a list of housekeeping items that has been addressed by the applicant. Engineering will review the revisions prior to the work session on this application. � y eA-� i -017 TO: Marcia A. Banach, Director of Planning FROM: Jerry C. Iazzetta, Town Engineer DATE: November 21, 1997 RE: SUMMERVILLE AT SOUTH WINDSPITEAN — 97-91P We have reviewed the drawings for the proposed Summerville at South Windsor dated 11-4-97 and have the following comments: 1. Will ""Gravel Access Road" be plowed during the winter for emergency vehicle access? 2. The existing 36-inch pipe into the existing detention basin is shown to be covered over. Please have applicant explain. 3. It is recommended that the finish course of pavement be placed on the existing shopping center driveway from Ellington Road to the proposed entrance road. 4. Sheet 6 shows the stockpile area in the future parking area. Will this hamper the construction of the parking area? 5. The proposed 203 LF sanitary pipe is not shown connected to any existing sanitary main. 6. Applicant should provide a detail of the grading, etc., at the outlet of the detention basin to a minimum scale of 1" = 20'. With the plan provided it is not clear as to what is proposed. 7. It is suggested that the catch basins be installed with 6"to 12"of leveling courses of concrete bricks between the top and last riser section. Also 6"of stone should be placed under the structures. JEROME E.CAPLAN CITYPLACE 1, 22ND FLOOR JEFFREY W.STEIN EDWIN A.LASSMAN 185 ASYLUM STREET MARK J.LASSMAN ROBERT L.HIRTLE BENJAMIN ENGEL STEVEN D.BARTELSTONE HARTFORD, CONNECTICUT 06 1 03-3 460 BRENDAN T.FLYNN DAVID M.CALL ELIZABETH R.HOUDE PAUL B.ZOLAN TELEPHONE (860) 278-7480 ANDREW C.STABNICK DAVID J.HEINLEIN FAX (860) 278-2179 JONATHAN M.STARBLE LEWIS K.WISE JOAN G.ENGEL MARK A.ROSENBLUM Retired BARRY S.FEIGENBAUM EDWARD S.ROGIN DONALD GAUDREAU December 3, 1997 LOUIS E.NASSAU PETER S.SOROKIN IRIS JUNE BROWN Ms. Marcia Banach 15cmayT . , Town Planner South Windsor Town Hall 1540 Sullivan Avenue DEC 15 1997 South Windsor, CT 06074 South Windsor Re: Summerville/Assisted Living Applications Planning A Zoning Commission Dear Marcia: In view of the fact that a public hearing has been scheduled for January 6, 1997 for the Commission's proposed Assisted Living Amendment, I would respectfully request that the continued public hearing on Summerville's applications be rescheduled to January 6, 1997. In addition, please construe this letter as consent by Summerville of the extension of the period for which a decision must be made as provided in Section 8-7d of the General Statutes. Very truly yours, �- Edwin A. Lassman EAL/nef PETER JAY ALTER v .. TELEPHONE GLASTONBURY,CONNECTICUT 06033-6620 ($(3O) (352-4020 MARIO Di LORETO' TELECOPIER •ALSO ADMITfEDINMA AND NY (860) 652-4022 VIA FACSIMILE ONLY AT 643-5773 AND 644-3781 ® �% December 4, 1997 TV-0 J L{ Barry D. Guliano, Esquire [)EC $ 1997 Phelon, Fitzgerald and Wood South Windsor 773 Main Street Manchester, Connecticut 06040 Reference: Pending application for change in zoning regulations regarding assisted living facilities in the RC Zone Dear Attorney Guliano: As you may be aware, Attorney Glenn Coe appeared at the first session of the Public Hearing in the above-referenced matter on behalf of John Chakalos. At the public hearing Mr. Coe raised an issue of threshold importance to the consideration of the application. It is my understanding that this matter was referred to you for consideration. I have been asked by Mr. Coe and Mr. Chakalos, for whom I have acted in zoning matters, to provide you with the factual and legal basis of the position taken at the first session of the public hearing. The pending application is directed at all RC Zone parcels of land in South Windsor. Connecticut General Statutes Section 8-3b requires that any proposed change in a regulation which will affect the use in a zone within 500 feet of an adjoining municipality, by a town within the operation of a regional planning agency, must be referred to the planning agency by written notice for a thirty-five day period for comment. This requirement is mandatory and any action taken without compliance with the statute is ineffectual and without proper jurisdiction. (See 2 Conn. App. 595, Conn. Sup. 246 for support of this position.) Prior to April 15, 1995, an RC Zone existed along the boundary between Manchester and South Windsor. This RC Zone is clearly within the 500 foot limitation of C.G.S. 8-3b. The South Windsor Planning and Zoning Commission took action to make a zone change from the RC Zone to the Gateway Zone for this parcel to be effective on April 15, 1995. However, a review of the land records of the Town of South Windsor reveals that no map Barry D. Guliano, Esquire December 4, 1997 Page 2 Windsor Zoning Regulations require the filing of a "plot plan" within 90 days of the approval. "Any map not so filed or recorded within 90 days...shall become null and void." (Section 16.2.3.g). The effective date of the approved zone change shall be the date of the filing of the map. As a result of the failure to comply with the regulation, the zone of the parcel remains RC Zone and therefore compliance with C.G.S. 8-3b is required. Connecticut General Statutes Section 8-3 also requires the filing of a map of the zone change boundaries. The 1995 Town of South Windsor Zoning Map still reflects the zone of the parcel as RC Zone. Until November 18, 1997, the 1997 Zoning Map was either not on file in the Town Clerk's office or had been lost or stolen. This recent filing does not resolve the failure to comply with either the local ordinance or state statute in 1995. At the time of the pending application's filing, an RC Zone still legally existed within 500 feet of a town boundary and therefore compliance with C.G.S. 8-3b was required. The pending application cannot be acted upon until both the local regulations and state statute are complied with. Thank you for your attention in this matter. As always, I will be available to discuss this letter with you at your convenience. Yotys very truly, ��-_' eter J y lter i cc: John Chakalos Glenn Coe, Esquire Peter DeMallie Marcia Banach, Town Planner JEROMEE CAPLAN CIT'TPLACE 1, 22ND FLOOR LDWgN A.L WMA.N 185 ASYLUM STREET JE.FAry W STE:nc ROBERT L.WRTLE ...I,,'. BTEvEN 0.MARTEL3TONE HARTFORD. CONNECTICUT 0610.S-346c) SEN.,Mmm E..a&L DAVID M.CALL SRENOAN".r„YNN PAUI,S.ZOLAN Trr LEPhJOhlG tBeto] 2tts•irt$4 ICL-7.11rTli rs`+oUDC DAVIP J.HEIN4EIN FAX{$80) �7E-2175 ANDREW C.STAGNICK LEN'Ir,K.WISE JONATMAN M.STARBLE JOAN Is.ENOEI. MARK A.ROSENOLUM -_ BARRY FEIOEN[IAUM Refirdd DONALD GALinq Pai y-y 1 EDWARn-..0glht December b 1997 PETER S.MGROWN e a LOUIS E.NASSAU IR'S JU NE aMOWN Ms.Marcia Banach Town Planner South Windsor Town lull 1540 Sullivan, Avenuc South Windsor,CT 06074 Re: Summerville./Assisted Living Applications Dear 1V umia, In view of the fact that a public bearing has been scheduled for January 6, 1997 for the Commission's proposed assisted Laving Axnendrxicnt, I would respectfully request that the continued public hearing on Summerville's applications be rescheduled to January 1, 1997. In addition_please construe this letter as consent by Stunmerville of the eXtOnSion of the pc1:jQd for which a decision must be arcade as provided in Section 8-7d of the General Statutes. Very tr-uly.�}` s9 Edvl fr'�/A. Lassman EAL/nef Fax To: Attorney Ed Lassman From: Marcia A. Banach,Director of Planning Fax: 808-0834 Pages: 2 Phone: Date: 12/05/97 Re: Summerville Assisted Living Applications CC: ❑ Urgent ❑ For Review ❑Please Comment ❑Please Reply ❑Please Recycle • Comments: Re:your fax of 12-4-97, please correct the request for continued public hearing on January 1 (looks like a typo). Also, your letter doesn't indicate that Summerville wants their application considered under the new amendment (or that you want to merge the two amendments). As written, your letter will result in rescheduling of your public hearing, but not consideration under the new amendment.. Do you want to clarify this? Any questions, please call. JEROME E.CAPLAN CITYPLACE I, 22ND FLOOR JEFFREY W.STEIN EDWIN A.LASSMAN 185 ASYLUM STREET MARK J.LASSMAN ROBERT L.HIRTLE HARTFO RD, CO N N ECTI C UT 06I03-3460 BENJAMIN ENGEL STEVEN D.BARTELSTONE BRENDAN T.FLYNN DAVID M.CALL ELIZABETH R.HOUDE PAUL B.ZOLAN TELEPHONE (860) 278-7480 ANDREW C.STABNICK DAVID J.HEINLEIN FAX(860) 278-2 1 79 JONATHAN M.STARBLE LEWIS K.WISE JOAN G.ENGEL MARK A.ROSENBLUM Retired BARRY S.FEIGENBAUM EDWARD S.ROSIN DONALD GAUDREAU December 17, 1997 LOUIS E.NASSAU PETER S.SOROKIN IRIS JUNE BROWN Ms. Marcia Banach �y�n Town Planner �����rYY// South Windsor Town Hall 11 1540 Sullivan Avenue DEC 19 IM South Windsor, CT 06074 South Windsor Re: Summerville Health Care Planning & toning Commission Dear Marcia: This letter will confirm our telephone conversation with regard to the Summerville applications. As I indicated to you, Summerville will merge its applications to Amend the Zoning Ordinance with the proposed Assisted Living Ordinance proposed by the Planning&Zoning Commission to be heard at the public hearing on January 6, 1998. Very tXuly yours, Edwin A. Lassman Attorney for Summerville EAL/nef 1. Applicant has requested that the Summerville zoning amendment be combined with the Commission's proposed zoning amendment, and that the site plan be considered under the PZC amendment. 2. Staff have reviewed the site plan for conformance with the proposed PZC amendment. There are two sections with which we are unable to determine conformance and will need the applicant to address: ♦ Section 4.20.p Outdoor Recreation, if adopted as presented, will require at least one acre of outdoor recreation area(s), fenced and creatively designed to provide stimulation such as bird feeders, benches, gardens; and ♦ Section 4.20.q Screening, will require screening around all sides of an assisted living facility in a commercial zone except for street frontage. The screening must meet the standards in our buffer Section 10.4.a.1 & 2, which are: (1) the field of view shall be obscured visually within five years' time to such an extent that activity on the abutting lot is not immediately apparent; and (2) the field of view must be substantially obscured visually by the maturity of the planting. 3. The previous public hearing was held open in order to obtain input from the Town Attorney regarding the need for Summerville's proposed zoning amendment to be reviewed by CRCOG. The PZC-proposed amendment has been reviewed by CRCOG, as noted in the preceding public hearing for the assisted living amendment. Therefore, the applicant's request to be considered under the PZC amendment should satisfy the challenge regarding the need for CRCOG review. TO: Marcia A. Banach, Director of Pla ning FROM: Jerry C. Iazzetta, Town Engineer DATE: January 26, 1998 RE: SUMMERVILLE AT SOUTH WIN SITE PLAN — 97-91P We have reviewed the revised drawings for the proposed Summerville at South Windsor dated 1-5-98 and have the following comments: 1. It is recommended that the finish course of pavement be placed on the existing shopping center driveway from Ellington Road to the proposed entrance road. 2. Sheet 6 shows the stockpile area in the future parking area. WUtN9+mnVerttTe PEJFAJS% 3xj S,yduLb t3 F T>L�IC'D 3. Will "Gravel Access Road" be plowed during the winter for emergency vehicle access? JCl/jsv m v7 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 oSOR co��w AREA CODE 860/644-2511 January 29, 1998 Certified Mail Summerville CT, LLC 119 Cheshire Road Bethany, CT 06524 Dear Madam/Sir: Re: Appl #97-91P, Summerville At South Windsor We are pleased to advise you that the Planning & Zoning Commission voted on January 271 1998 to approve with modifications the above referenced application for a Special Exception to Article 4.20 of the Zoning Regulations and Site Plan of Development for the construction of 90 assisted living units to be known as "Summerville at South Windsor" on property located at Town Center, Ellington Road, RC zone as shown on plans prepared by Fuss & O'Neill, Inc., Job Number 85-489A2 and revised through 1/5/98. This approval is subject to the following modifications: 1. Prior to commencement of any site work, a meeting must be held with Town Staff. 2. No building permits will be issued until the final mylars have been filed in the Town Clerk's office. 3. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission, including a bond in the amount of$5,000. 4. An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 8.1.10 of the Zoning Regulations. 5. Footing drains are required if the building has a basement. 6. A landscape bond in the amount of$10,000 is required and must be submitted prior to filing of mylars. 7. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 8. Free standing entrance sign is not approved, as the total site has maximum signage nprmittPrl by znnina rPmilntinnc 9. Final pavement is required on the Town Shopping Center entrance from Ellington Road to the Summerville entrance. 10. Sheet 6 shows the stockpile area in the future parking area. Topsoil for areas other than detention basin should be placed elsewhere. 11. The gravel emergency access road must be maintained such that it is always readily accessible to emergency vehicles. 12. Adequate screening between the Town Shopping Center rear wall and the assisted living facility is required. 13. Zoning data chart and plans should be revised to reflect the requirements of the new Section 4.20, Assisted Living Facility. 14. The enclosed Special Exception form must be completed and filed in the Town Clerk's office. The special exception will take effect upon filing. Black and white transparent mylars of Sheet # 2 with the above modifications, together with three blueprint copies of the entire set of plans must be submitted to this Commission within 30 days to be stamped and signed. The letters of approval of this Commission as well as the Inland Wetlands Agency/Conservation Commission must be reproduced on the mylars. After the Commission has signed the mylars, they will be returned to you for filing in the Office of the Town Clerk by May 16, 1998. After filing these plans, a copy of the receipt must be submitted to the Planning Department. Very truly yours, PLANNING & ZONING COMMISSION Frank A. Castro, Chairman FAC/pmm VIYIIJ VlVV%AI%.%A Vr 14JJ N V I—.1, —1V., .IVV T W" IW.,"— MI9\ Iv.IlJ bl11V\dyll i,J,✓V• Assessor's Map and Parcel Number: Map 51, Parcel #8 More particularly bounded and described as follows: (legal description from Deed or Mortgage) COMMENCING at a point marked by a merestone set in the south boundary of said Ellington Road which point marks the northeast corner of premises owned now or formerly by Henry A. Dodd; thence running east along the south boundary of said Ellington Road, north 890 461 03" east, 486.64 feet to a point which point marks the northwesterly corner of other land of the grantor herein; thence running south 00 494 13" west, 240.00 feet to a point= thence running north 890 46' 27" east, 266.58 feet to a point i'n the general westerly line of Buckland Road. The last two courses being along other land of the grantor herein; thence running south 30 52' 10" east along the general westerly' line of Buckland Road, 246.53 feet to a point which point marks the northeast corner of land now or formerly of The Southern New England Telephone Company; thence. running south 860 481 47" west 199.6.0 feet to a point; thence running south 30 11' 13" east• 200.00 feet to a point in the general northerly line of land now or formerly of Herman M. Frechette et al. The last three courses being along land now or formerly of The Southern New England Telephone Company; thence running south 860 481 47" west, 101.81 feet to a point; thence running south 00 491 13" west, 206.23 fact to a point in the general northerly line of land now or formerly of Clynton Buckland. The last two courses being along land now or formerly of Herman M. Frechette at al; thence running west along the northerly boundary of land now or formerly of said Buckland, south 850 461 2811west, 317.90 feet to a point; thence running north 730 581 57" west and along land now or formerly of Robert H. Jones and land now or formerly of Joseph W. Bertrand in part by each 240.20 feet to a oointt thence runnine north 040 551 17" east along land now or formerly of Henry A. Dodd at a14 865.94 feet to the point and place of beginning. OWNER OF RECORD: Richard S. Kelley Dated at South Windsor, Connecticut this 29th day of January, 1998 In accordance with CGS Section 8-3d Frank A. Castro, Chairman Planning & Zoning Commission Received for record this day of , 19 , at South Windsor, Connecticut ATTEST: �DSORCO VVV/YAREA CODE 860/644-2511 �LW" A Date: April 6, 1998 To: Peter DeMallie-Design Professionals �L ,i�i!r 165 South Satellite Road t _ South Windsor, CT 06074 ,.► APR 8 1998 so'] YG'OSO From: Jeffrey H. Folger �',''.oEPT R Zoning/Wetland Officer Town of South Windsor ° v Re: Review of Roncalli Senior Care Facility-Plans dated 3/88. I have reviewed the submitted plans with the following comments. 1. The proposed detention basin should incorporate wetland plantings on the bottom to act as a biofilter. The route that storm flows of 2-year intensity and less take through the basin should maximize travel time from inlet to outlet. A detailed planting plan should be submitted. 2. Efforts should be made to reduce the level of disturbance in the area of the proposed detention basin. 3. The eastern slope to the detention basin should have a reverse slope bench incorporated in the grading to reduce the velocity of stormwater runoff. (See section 7-17 CT E&S Guidelines). 4. The 40' and 80' regulated areas need to be shown on the plans and any proposed disturbance in these areas need to be calculated and reported on the permit. 5. Proposed stormwater outfalls at reach 6+00 and 11+00 should incorporate level spreaders parallel to the slope and biofilters to attenuate runoff. - 6. The applicant should consider utilizing infiltrators to accommodate the extensive roof drainage(3.95 acres)planned. This water is relatively free of potential pollutants and it would be beneficial to the maintenance of hydrology to the wetlands adjacent to the project if this water could be incorporated into the ground. 7. The plans show outlet protection and proposed stormwater structures on the grading plan but not on the E&S plan. These items should be shown on the E&S plan as well. 8. The construction narrative shows the installation of the,crossing is proposed between July and November. I would not recommend starting construction of the crossing anytime after August 15''. From August 15'on the likelihood of wet weather is increased. 9. The amount of land to be disturbed at one time for phase one is approximately 10 to 12 acres. Given the proximity of wetland to the site,presence of slopes, and nature of the soil I would not recommend more than five(5) acres be exposed at any one time. A very detailed sequence of clearing, grading and temporary seeding should be done to insure that exposed soil is immediately dabiIi7.ed_ 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 �sox•co`' AREA CODE 860/644-2511 May 13, 1998 Summerville CT, LLC 119 Cheshire Road Bethany, CT 06524 Dear Madam/Sir: Re: Preconstruction Meeting — Appi #97-91P, Summerville at South Windsor Assisted Living Facility IN ATTENDANCE Jim Martucci Simscroft-Echo Farms 2 Farms Village Road 860-651-0231 P 0 Box 581 Simsbury 06070-0581 Steven McLarty Simscroft-Echo Farms Joe Camarda Architecture, Inc. 1801 Alexander Bell Drive 703-476-3900 Suite 640 Reston, Virginia 20191 Jim LeClair Fuss & O'Neill, Inc. 124 Hartford Road 646-2469 Manchester, CT 06040 Jeffrey Folger Town of South Windsor 644-2511 x229 Michele Lipe Town of South Windsor 644-2511 x252 Ken Lane SNET 40 Brainard Road 725-4295 Hartford, CT 06114 Jerry Iazzetta Town of South Windsor 644-2511 x245 Bill Hurst, Jr. FIP 10 McKee Place 203-271-0356 Cheshire 06410 Richard Lheureux FIP 203-271-0356 The following is a brief summary of points discussed during the meeting. Erosion and Sedimentation Control 1. All erosion and sedimentation control measures are to be in place prior to earth moving operations in each area and maintained/cleaned out during construction. Call Jeffrey Folger, 9. All pipe and structures to be backfilled with free draining material, compacted in maximum one foot lifts with approved compaction equipment or approved equal if deep trench is encountered. 1-0. Any problems and/or questions regarding construction of this project will be directed to William Hurst, Jr. in the field. 11. All filling to be done in accordance with Department of Transportation specifications. To be compacted in maximum lifts and tested as necessary. 12. Job meetings will be,held as needed, and can be called by the developer or Town 13. Forty-eight (48) hours' notice needed for certificate of occupancy inspection. 14. Any proposed changes are to be presented to the Engineering or Planning Department prior to implementation on change order form in quadruplicate with 4 copies of the drawing. Town will attempt to turn around within 24 hours. 15. Normal hours of operation 7:00 a.m. — 5:00 p.m., no work on Sunday. 16. DOT permit needed for all work within state road. Copy must be given to the Engineering Department. 17. No paving after October 15 or before April 15 without written approval from Director of Public Works. 18. Drain Layer Permit required for sanitary sewer. Planning Department 1. Landscaping is to be installed in accordance with the approved landscaping plan. If there are changes required, contact the Planning Dept. Additional landscaping installed on one part of a site will not preclude planting all of the remaining items shown on the landscaping plan. IWA CC 1. Wetlands Mitigation of $15,000 must be paid to the Town per the wetlands approval letter. cniC-rinn 1 i I r � Fire Marshal 1. Blasting (if required) to be coordinated with the Fire Marshal. Police Services 1. Emergency phone numbers for the duration of the construction must be provided to Police Services on a company letterhead. If the developer occupies or owns the building after construction emergency numbers must be provided to Police Services. 2. All buildings located on property, which abuts a public highway, must be numbered. Such number(s) (address) shall be visible from the street. All numbering shall comply with Town Ordinance 6-800 thru 6-802. it 3. Erect temporary sign on the site during construction identifying the project. 4. If an alarm is to be installed contact Police Services. Building Department I i° 1. Plan review with Building Official/Fire Marshal required prior to application for building permit. Coordinate with Chief Building Official I' i Very truly yours, Michele R. Lipe, AICl(L i Assistant Director of Planning MRL/pmm cc: Karl Reichle, Public Works f' Mel Stead, Public Works Tom Ludwig, CL&P Minh V. Le, SNET John R. Collins, Chief Building Official Fred Shaw, Superintendent of Pollution Control { I' l y '('j' SUMMERVILLE HEALTHCARE GROUP ,,. 5285 Shawnee Road Suite 401 Alexandria,Virginia May 20,1998 22312-2328 Office (703)813-2500 Town of South Windsor Fax Attn: Mr.Jerry Iazzetta (703)813-2525 Town Engineer 1540 Sullivan Avenue South Windsor,CT 06074 Re: Summerville at South Windsor Utility-Sewer Assessment Fee Dear Mr. Iazzetta: On behalf of Ms. Beth DeLucenay,enclosed is Summerville Healthcare Group,Inc. check in the amount of$5,300.00 to cover the sewer assessment fee for Summerville at South Windsor,CT. If you should have any questions,you may contact Ms. DeLucenay at 703.813.2518. Thank you, Vivian Braxton Administrative Assistant Enclosure Cc: Beth DeLucenay,Vice President,Development ,�a Received Jun-03-98 03:25pm from 860 644 5650 - TOWN SOUTH WINDSOR page 1 JUN-03-99 03e27 PM RSK KELLCO INC 860 644 5650 P. 01 tMr� RSKawKELLEDIN0, • DevQiopor$ • euNdere 1744 Ellington Fload • PrQporty Managers South Windsor, OT 08074 nag Tel: 880-644.8751 /644-8140 FAX:860-644-5680 This FAX is for: , This FAX is from: Today's Date: -- Sheets Transmitted Inc. Cover Sheet: � Return FAX number: (860) 644-5650 Return phone number: (860) 644-8761 Notes: 47 A4-LI.A a ri , . z We Build Our Reputation L t MA Ole so� m 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074-27860 R•c0��`v AREA CODE 860/644-2511 INLANP WETLANDS AGE3vG:j May 6, 1999 FAX 860/644-3781 MERVAT101-4 00MISSION William Drury Architecture, Inc. 1801 Alexander Bell Drive Suite 640 Reston,VA 20191 Dear Mr.Drury: Please be advised that beneficial occupancy is hereby granted for the new Assisted Living Care Facility to be known as the Sommerville, erected at 1715 Ellington Road, South Windsor,CT under Building Permit#25134, as provided by Connecticut General Statute 29-252-1b-1195.1. Please be advised this occupancy is for furniture placement,kitchen setup, and staff training only. No occupancy for residential units is granted with this approval. The permanent Certificate of Occupancy will be issued upon the receipt and approval of an as- built site plan and receipt of an affidavit of actual cost with appropriate fees paid in association with this affidavit. Please be advised that any changes in the building,which constitute violations of the conditions of the permit,will result in revocation of this approval. This occupancy is granted for a period of 60 days, and will expire on July 6, 1999. Very truly yours, John R. Collins Chief Building Official cc: Marcia Banach, Director of Planning Jerry Iazzetta, Town Engineer William Lanning, Fire Marshal SOWN St o 0ILQ/ dole, 0 5 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 SOR•c0 AREA CODE 860/644-2511 May 6, 1999 NOTICE OF VIOLATION Fax and Certified Mail Mr. Francis Chaves, Area Superintendent Sangermano Construction Company 207 Bank Street Waterbury, CT 06702 LOCATION: Village At South Windsor Assisted Living Facility - Buckland Road Dear Mr. Chaves: ZONE: GD Gateway Development Zone TYPE OF VIOLATION: Failure to install and maintain proper erosion controls as per the approved plan associated with the construction of the assisted living facility known as the Village At South Windsor. Specifically erosion controls along the entrance drive have not been properly established. Sediment migrates down the paved drive during rainstorms and enters Buckland Road and negatively impacts Plum Gully Brook. Existing erosion controls have not been properly maintained as per the approved plan. Earth moving activities associated with the soil stockpiles has resulted in sediment being tracked onto Buckland Road unabated. Repeated requests to on-site staff have been ignored. Additionally the northern most rock wall entrance appears to have been constructed in part on the neighboring property. CORRECTIVE ACTION REQUIRED: Accumulated sediment from the road must be swept. Existing erosion controls must be repaired. Erosion controls must be erected along the driveway shoulders and center island. An anti-tracking pad must be installed adjacent to the soil stockpile to prevent trucks exiting the site from tracking soil onto the town roads. The listed improvemen. must he co=leted by Monday May 10, 1999 Failure to comely with the terms of this notice will result in the issuance of a cea e and desist order-and desist owork order, The location of the rock wall must be evaluated. If it encroaches on the neighboring property, it must be removed or an easement must be acquired prior to the issuance of a certificate of occupancy. Request For Quotation Construction Services For Strawbridge Condominium Recreation Area May 10, 1999 Ryan As sociates P.O. Box 586 South Windsor, Connecticut 06074-0586 Phone/Fax: 860.644.5682 e-mail: bizrep(a,writeme.com WWW.RYANLLC.COM Strawbridge Condominium Recreation Area April 2000 Purpose Strawbridge Association,Inc. (SAI)is planning to revise the recreation area by adding a basketball area,reorienting and reconstructing two tennis courts and other revisions as shown on the attached drawings (2)and this Document General Description The plot plan (background view)shows the existing three tennis courts and a volleyball court.A planning committee has conceived the reconfiguration shown on the site plan that provides for the facilities desired by our residents. The revised plan provides two tennis courts (reoriented), a % basketball court a sand base volleyball court and modification/new fencing though out the recreation complex. Under this phase of the construction, the Association seeks an experienced tennis court contractor to complete the building of all new courts and all fence work. In addition,the contractor will be responsible for providing the finished parking area shown along the roadway and final grading ready for plantings by others. Site permitting will be by SAI, all other permits needed for the work specified will be the responsibility of the contractor. Task Description The contractor will provide all labor, materials, tools etc. necessary to complete all tasks described above. These tasks include the following: 1. Staking out and verifying site locations and a True North orientation for the new tennis courts. 2. Demolition and removal of all unused material except for the existing fence fabric around the swimming pool. That material is to be coiled and relocated to SAI's on-site storage area. It is anticipated that the existing asphalt and gravel will be used on site. If that is not the contractors plan, so state in the quotation and SAI will identify an on- site storage location. 3. Construction of the Tennis Courts per details on the drawings and contained in this document. Court and sideline colors will be selected from options provided by the contractor. Lines shall be white. 4. Construction of the% court for basketball. Court and sideline colors will be selected from options provided by the contractor. Line coloring will be selected from the contractor's available colors. 5. Construction of the volleyball court using a minimum of 8"sand base. Contractor will also supply Net Mounting Posts and stanchion sleeves similar to that shown on the print for the tennis courts. The "in-bound" area will be outlined by T shaped,2x6 pressure treated wood with the narrow side at surface level. 6. Fence replacement around the courts (101) using new posts, rails and the existing fence fabric is permitted. The Contractor will make every effort to match fence colors where new fencing is needed. 7. Fence gates shall be self-closing,lockable and fence height maintained over the gate. 8. Finish grade all work areas ready for Planting by others RYAN ASSOCIATES PO Bog 586 South Windsor,CT 06074 Tel 860 644 5682 -2. Strawbridge Condominium Recreation Area April 2000 9. Furnish and install one basketball goal. The goal shall be adjustable height. Goalsetter Systems "MVP" or equal approved by Ryan Associates shall be used. 10.Furnish &Install top quality tennis court accessories including nets, net posts, center pins and straps. Include description, options and pricing information with quotation. 11. Swimming pool fence replacement. Use regulation fabric size and maintain uniform height of 6' until joining with the court fence. Contactor may use existing rails and fence posts with an over mount pole to achieve proper height. Match existing colors. This activity requires close coordination and the use of temporary fencing. 12. Install a 4"to 6"wide strip of paving blocks between the tennis court and % basketball court. Reference drawing. 13. Cut curb from proposed walkway (by others)and construct parking areas as shown. Contractor may paint or use tape for lining. Use 6" processed gravel with a minimum of two—2"courses of asphalt. Curb as shown. 14.Alternate I—provide a unit price to install a 4' sidewalk approximately as shown. Location determined later. 15.Alternate H- Construct a practice wall • A. Concrete-28' by 10' high(Fence on top)x 8" thick. Requires footings and standard concrete construction methods. • B. Wood-28' x 10' mounted on fence posts. Indicated design and materials proposed Special Conditions 1. All materials shall meet the standards set forth by the U.S. Tennis Court and Track Builders Association 2. Install all net post sleeves and center strap anchors prior to applying bituminous concrete. 3. Base course shall be thoroughly compacted using a vibratory roller 4. got bituminous mix shall be applied with a paving machine and rolled thoroughly with a ten-ton roller. 5. After paving the tennis courts, flood with water to locate low area more than 1/8" deep. Depressions %" or less shall be leveled by troweling or screeding with patch mix. Deeper depressions may require multiply coats. All rough paving joints and roller marks shall be leveled prior to the application of surface treatment. 6. Sawing and sealing joints as shown on the drawings shall include saw cutting, cleaning and hot sealing. 7. Allow 10 curing days before applying color coats 8. Contractor shall supply details of items furnished in tasks 9 & 10, color samples and details of any alternates proposed by the contractor prior to contract award. RYAN ASSOCIATES PO Bog 586 south Windsor,CT 06074 Tel 860 644 5682 -3 - - Strawbridge Condominium Recreation Area April 2000 General Conditions 1. Activities shall be restricted to the construction areas only unless escorted by a SAI representative. 2. Contractor will be responsible for all Environmental, Health and Safety issues and must conform to all local, state and federal regulations. 3. SAI has designated Ryan Associates to represent them for the purpose of inspection of the work and for project management. 4. The Contractor shall permit access for SAI Directors (5) and for Ryan Associates for the purpose of inspection or project management and they shall be required to follow Environmental, Health and Safety regulations as established for the site by the Contractor. 5. All change orders must be in writing, and approved by both parties, stating impact on cost and schedule. Change Orders under $ 1,000 may be approved for SAI by Mr. Richard Ryan. All other Change Orders require the additional approval of Mr. Brian Patterson or Mr. Steve Hay. No other Pam has the right to authorize or direct any activity on the co,+nstruction area. 6. Contractor and subs must obey the 15 MPH speed limit on all SAI roadways and may park only in spaces designated by Ryan Associates. 7. Prior to starting work, the Contractor shall furnish Certificates of Insurance in the following minimum amounts: • Public Liability $ 1,000 000 • Property Damage $ 100,000 • Workman's Compensation as required by law This requirement shall apply to any subcontractor and the Contractor shall not allow any subcontractor to commence work without obtaining and approving the necessary insurance coverage. Payment Schedule Contractor may submit invoices to Ryan Associates bi-weekly for completed work. 90% of the approved amount will be paid within 10 days. Final payment will be within 10 days of job completion, except that 10% may be held for 30 days. Alternates to Base Bid. Alternate finishes and details recommended by the contractor are encouraged if specifics are included and the base(specified) price is identified. Bid Procedures Use the bid sheet that follows this page and any related documents that help explain your bid, equipment furnished etc. Return all bids to Mr. Steve Hay, President,2606 Mill Pond Drive, South Windsor,CT 06074. Bids are due no later than 4 PM on Tuesday May 16,2000. This document will be used as the eventual contract,supplemented to reflect final contract details. Contact Dick Ryan at 860 644 5682 for any questions you may have. RYAN ASSOCIATES PO Bog 586 South Windsor,CT 06074 Tel 860 644 5682 -4- Strawbridge Condominium Recreation Area April 2000 Quotation Strawbridge Recreation Area Contractor Address Telephone Fax Person in charge Bid Pricing-All contractor work done under the same contract&time Tasks 1 through 11 $ Task 12 Swimming pool fence $ Task 13 Parking area $ TOTAL BASE BID $ Alternate I Sidewalk $ Alternate 1A-Concrete Practice wall $ Alternate 1B-Wood Practice wall $ Estimated Start & Finish dates - Start - Finish Note: Assume award date is May 19,2000 Contractor Suggested Alternatives 1. $ 2. $ 3. $ 4. $ Note:Attached detru7s re tasks 10& 11 and any pmnosed al9;Ves Agreement Contractor - Signed by Date Strawbridge Association, Inc. Signed by Date RYAN ASSOCIATES PO Bog 586 south Windsor,CT 06074 Tel 860 644 5682 -5- 1 DyIN a co TO W-n 0 0 a,61, 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074-2786 soR•c0 AREA CODE 860/644-2511 FAX 860/644.3781 July 27, 1999 Summerville Health Care 1715 Ellington Road South Windsor, CT 06074 Dear Madam/Sir: There have been numerous discussions with the owners and developers of p properties along Ellington Road near Town Center. These discussions centered on connecting walkways between all the facilities. The Planning & Zoning Commission would like to see this project happen and would be glad to initiate a group meeting to start the project or just receive a report stating the progress of the walkways. I am available for any questions you may have or any assistance you may need. I can be reached at 644-8859. Sincerely, Sue W. Larsen, Chairperson Planning & Zoning Commission SWL/dlw SUMMERVILLE SENIOR LIVING SERVICES January 5, 2000 5285 Shawnee Road Suite 401 Alexandria,Virginia Jeff Folger 22312-2328 City of South Windsor 1540 Sullivan Ave. Office South Windsor, CT 06074 (703)813-2500 Fax RE: Application# 97-71 P (703)813-2525 Summerville Assisted Living Facility Dear Mr. Folger: Construction of the Summerville at South Windsor assisted living facility is completed and the facility has opened and is accepting residents. At this time, I am respectfully requesting release of the $5,000 bond being held to ensure compliance with the Erosion and Sedimentation Control Measures. Please let me know if you need additional information. I appreciate your assistance. XS' erely, Beth DeLucenay Vice President, Development 41 ri1a 777, _r i 5 0 ' f' q1 A,l' rn Sioutil1 Vtfindsor INLAND VVETIANi3S AG'.NCYJ CONSERVATION COi(MISSION �11 041N BE,t� Town aps-otdA ?A 9 ` 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 OR-co�' AREA CODE 860 /644-2511 February 23, 2000 Summerville CT, LLC 119 Cheshire Road Bethany, CT 06524 Dear Madam/Sir: Re: Appl 97-91, Summerville Assisted Living This is to advise you that the Planning and Zoning Commission voted on February 15, 2000, to release the IWA/CC bond for the above-referenced project. Advance arrangements should be made to pick up the bond to ensure that the necessary contact person(s) will be available. If you have any further questions contact the Planning Department at 644-2511, ext. 252. Thank you. Sincerely, 9. Walter J. Mealy, Chairman Planning and Zoning Commission WJM/dlw cc: Town Engineer 3 TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION �rf GENERAL: . CHANGE ORDER CONTACT PERSON 'D+c V. ky aJv Phone No. Address .-q[) M,11 Site Name 5� ; _�� ,� :> Grr✓,,, r�,Ns . . P&Z No. - Owner Phone No. .. Contractor Signature of Owner Date: Signature of Design Eng Date: CHANGE: (Describe location nature;�P" ` of change. Include k \\ Four (4 ) copies of plan/profile of Change. ) - - 1 ''..,a+.11 C - 4' f li+J.,.�. f'./✓i3� t. {iJi/r/4: ! !.,'t�lf ..� ( .`A.i0y1 'f U Lye y? —ka-\N 1 ry r�e,i +1+ si1 T �� +P t' 7 ^'ter'' / / + Reason for Change: (Why is change required) ' _�~ r_l iJl y _. -a✓i: [C :UpP- :� �� r N l ^. 4l/.. /i'(.:'�J/ rr ;/Ajc �� .:,�'' s-Jt_t + rW +\ !vt ^. i .yoJ ;, J - t ' r✓i? �i.t,f/f'Jl r APPROVALS: (As. Required) Dir. Of Planning Date: 57 dv-a Town Engineer Date: G. fs Dir. of Public rks ,r` Date: Other: Date: STAFF COMMENTS: White - Town Engineer Yellow - Applicant Pink - Director of Planning Goldenrod - -En ineering Department �tpWN Sf 44 G � TiOwn OP Sou�i U s 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 p S+ AREA CODE 860 /644-2511 pR,Ct, May 17, 2000 Summerville CT, LLC 119 Cheshire Road Bethany, CT 06524 Dear Sir/Madam: Re: Appl#97-71P, Summerville Assisted Living This is to advise you that the Planning and Zoning Commission voted on May 16, 2000, to reduce the landscaping bond from$10,000 to $2,000. Please forward an amendment to the bond we are currently holding showing this reduction at your earliest convenience. Sincerely, Walter J. Mealy, Chairman Planning and Zoning Commission WJM/dlw cc: Town Engineer Chief Building Official �tOwNOle soilrz& 8F'� U 9 ` 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 R.00 AREA CODE 860/644-2511 May 23,2000 Summerville CT, LLC 119 Cheshire Road Bethany, CT 06524 Dear Madam/Sir: Re: Appl#97-71P, Summerville Assisted Living This is to advise you that the Planning and Zoning Commission voted on May 16, 2000, to reduce the landscaping bond from 10,000 to $2,000. Please call Michele Lipe, Assistant Director of Planning,regarding remaining items to be addressed on site at 644-2511,ext. 253. Sincerely, -504'6 � 6 Walter J. Mealy, Chairman Planning and Zoning Commission cc: Town Engineer Chief Building Official a 9 � SOUL/, Vle� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 N�s0R.co TELEPHONE(860) 644-2511 May 4,2001 Summerville CT, LLC 119 Cheshire Road Bethany, CT 06524 Dear Madam/Sir: Re: App197-91, Summerville Assisted Living This is to advise you that the Planning and Zoning Commission voted on May 1, 2001 to release the landscaping bond for the above-referenced project in the amount of$2,000. Advance arrangements should be made to pick up the bond to ensure that the necessary contact person(s) will be available. If you have any further questions contact the Planning Department at 644-2511, ext. 253. Thank you. Sincerely, Walter J. Mealy, Chairman Planning and Zoning Commission cc: Town Engineer PROPOSED ZONING AMENDMENT ASSISTED LIVING FACILITY Definition: Assisted Living Facility: A managed residential community having support services that encourage residents primarily 55 years or older to maintain a maximum level of independence. It includes on-site 24-hour nursing services, recreational services and food services, and provides necessary assistance with activities of daily living. The included services shall provide an alternative for elderly and/or handicapped persons who require some help or aid with activities of daily living in order to remain in their independent, private residential units within the managed community. Note: The suggested numbering scheme places Assisted Living Facilities at the very end of all residential zones,right in front of commercial zones. 4.20 Assisted Living Facilities (ALF) a. Purpose. The purpose of the Assisted Living Facility regulations is to permit the development of a managed residential community having support services that encourages residents primarily fifty-five years or older to maintain a maximum level of independence. b. Permitted Uses.The only permitted uses shall be assisted living, as well as accessory uses which are intended and designed for the maintenance and/or operation of the Assisted Living Facility and/or the use of its residents. Incidental retail within the facility is allowed, provided the retail uses are solely to serve the needs of the residents of the facility, as determined and approved by the Commission. There shall be no external advertising or signs related to any internal retail use. c. Locations. Application for an Assisted Living Facility may be made in any zone except Industrial. d. Use Variances Prohibited. Pursuant to CGS Section 8-6, use variances shall not be granted for any use in or on an Assisted Living Facility building or site. e. Application Consideration.Upon application of the owner of the land or the owner's duly authorized agent, the Commission may, in appropriate cases and subject to appropriate modifications and safeguards prescribed by it, grant a Special Exception/Site Plan of Development approval for an Assisted Living Facility(ALF), subject to the requirements of these regulations. f. Special Exception Review Criteria. Applications for Assisted Living Facilities may be approved if the Commission determines that: 1. traffic impacts will not be detrimental to the residential character of the neighborhood; 2. there will be minimal adverse effects on existing uses in the area; 3. surrounding property values will be conserved and the character of the neighborhood will not be unduly disrupted; 1 4. impacts will not be detrimental to the capacity of the present and proposed utilities, street,drainage systems, sidewalks, and other elements of the infrastructure; 5. the land is physically suited to the proposed use and minimal adverse environmental impacts are created; 6. the Assisted Living Facility proposal is consistent with the goals and objectives of the Town Plan of Development; 7. the Assisted Living Facility proposal will help meet senior housing needs of South Windsor; 8. the Assisted Living Facility facility has been designed to meet the needs of handicapped residents or visitors; 9. the architectural design is aesthetically pleasing and blends well into the surrounding area; and, 10. the application has met all requirements of these regulations. g. Lot Size/Frontage/Yards/Setbacks. Requirements are as established in the underlying zone. �i. Building Size/Height/Maximum Number of Units. The Assisted Living Facility shall not be larger than 70,000 square feet gross floor area. Building height is limited to the height limitations in the underlying zone. However, in any commercial zone with a maximum building height of two stories/30 feet, an Assisted Living Facility may be increased in height to three stories/45 feet if the front yard setback is increased to at least 125 feet. Maximum number of units within a facility is 100. V . Maximum Impervious Coverage.Maximum impervious coverage is 50%. j. Architectural Considerations. Architecture shall be compatible with architecture in the surrounding neighborhood. k. Conformance with State of Connecticut codes. The building shall be constructed in accordance with the State of Connecticut Basic Building Code and shall comply with the State of Connecticut, Department of Public Health and Addiction Services requirements for an assisted living facility. Off-street Parking. One off-street parking space shall be required for every two dwelling units. In addition, the site plan shall demonstrate reserve parking equal to the primary parking in the event that additional parking is needed. (Shared parking facilities may be used to satisfy this requirement.) m. Improvements. Utilities, streets, and related improvements shall generally conform to Town procedures and design standards; however, 24 feet pavement width is acceptable, and other standards may be reduced or waived in order to reduce development costs, J provided there is no objection from the Town Engineer. All utilities shall be underground. Sidewalks shall only be required where deemed necessary by the Commission. Public sewer and water services are required. Where,in the judgment of the Commission, off-street improvements to the municipality's infrastructure (including, but not limited to, streets, sidewalks, storm drainage facilities, illumination, or other system) are required in order to minimize the adverse impacts of i i 2 the development on the infrastructure, or to ensure the development will function adequately, such improvements shall be installed at the expense of the applicant. n. Handicapped Access. Provisions for the physically handicapped, including wheelchair access; curb cuts and curb inclines for sidewalks; dwelling units expressly designed for the handicapped; building access; and parking space location and other architectural treatment shall be in accordance with the State of Connecticut Basic Building Code, and other applicable rules and laws. The Commission may modify the application and increase the requirement to ensure that special needs of handicapped residents are met. o. Fire Safety. The development shall be designed to meet all applicable standards for fire safety. Each dwelling unit shall contain a smoke alarm. Fire hydrants and the water system shall be installed in accordance with the requirements of the Commission and Fire Marshal. Unobstructed emergency vehicle access shall comply with all applicable codes and the requirements of the Chief of Police and Fire Marshal, and be approved by the Commission. p. Outdoor Recreation. Each Assisted Living Facility must provide at least one acre of -7 outdoor recreation area(s), fenced and creatively designed to provide stimulation (e.g., bird feeders,benches, gardens). q. Buffer/Screening. Assisted Living Facilities in any residential zone require a buffer area around all sides of the development except the street frontage. Buffer width shall in accordance with Section 10.4.1, Schedule of Buffer Widths. The buffer shall be designed to conform to the requirements of Section 10.4. Assisted Living Facilities in any commercial zone are required to provide screening fkD around all sides of the development except the street frontage. There is no minimum width requirement,but the screening must meet the standards in Section 10.4.a.1 &2. r. Landscape Plan. A landscape plan portraying all landscaping elements shall be submitted with the Site Plan application. This plan shall be prepared by a landscape architect. Suitable landscaping, including lawns and nursery-grown trees and shrubs, is required in all areas not covered by impervious surfaces, except that the Commission may waive this requirement in lieu of maintenance of existing natural vegetation. Landscape Plan Inclusions. The landscaping plan shall include a listing and count of all trees and shrubs to be planted, by common and botanical names, size (caliper, height, time until maturity) at planting, and height and spread at maturity. Large trees and stands of mature trees and shrubs are to remain undisturbed where practical and desirable. All trees and shrubs to remain undisturbed shall be tagged, or otherwise identified, in the field prior to commencement of site work, and shall be shown on the landscape plan. Maintenance of Landscaping. All landscaping elements included on the approved landscaping plan shall be maintained in a manner sufficient to ensure its continuing performance and the survival of all plantings. Obstruction by Landscaping. Front yard landscaping shall not obstruct line-of-sight for vehicles entering and exiting the premises, nor shall it unduly obstruct line-of-sight for vehicles traveling on abutting Town or State highways. Corner visibility shall be maintained consistent with Section 3.9 of these regulations. Landscaping shall not obstruct line-of-sight for vehicles entering and leaving either common driveways or other accessways. 3 This is the other permitted"Signs for all reside non- Signs.All Signs hall ntial uses" area, di men s be loc An alternative is to section. mensio ated on the include this in the same Co signage re ns' height, materials site development gulations for ' and pment plan, and shall be described as to ge category as mmission the underlying All signs housing for the elderly, �88, Addition all reside g zone must be in conformance with SRDs,and Non_residential zones, si and are sub' centers. day cue installed if it Residential Si gnage shall conect to the approval of the Sign obs poses a potential gns in Single-family in °O): rmance with Section tract the line- hazard or danger gle-family Zones t Outdoor °f sight for to PedestriansNo such sign motorists or or bic shall be ilium Illumination Outdoor Pedestrians 'cyclists, nor shall any urination of s locations and treets, parkin lighting shall be directed ape as approved areas Provided, to ensure so that indirect b ' certain recreational Proper and safe and shall ndi ect light Y the Commission. facilities, and walkways, in not cause falling outside Such lightin external to a nuisance fro the develo g shall be shielded and dwelling the site. In addition m excessive Pment, shall be g unit. , any outdoor illumination or shine into °f 10�' intensity u• Solid Waste,).s umination shall not the eyes of anyone Pad, a Posal. An directly into any appropriately screened solid waste stations(dam v° Special ,maintained Psters)shall be Exception and 'and shown On the site placed on a concrete Facility no building Site DeVelo develo no landg permit shall be .Pment Plan Approval, pment plan. use or land development issued Within and Site DeVelo Pment ' nO building ors an Assisted Living effect for prnent Plan ma activity shall be tructuie shall be subs said building P(s) have undertaken until a Special and substantive ch g or structure been approved b pecial Exception Development Panes in Or or ' land uses, or land the Commission and taken at the direction application shall require to that approved development n of the Co m the Pment activity. Any Application mmission quire additional approval Special Exception/Site approval Procedure. A ,may require a new aPPli anon f the Commission, and, shall be Applications for duplicate COm I submitted with the Special Exce the Site Develo ete applications required ption/Site Develo section], g� 9 pment shall include fees on thement Plan Plan Ina seven (7) blue CoCommission's form in submissio , 1 0 and 13 of these rse Prepared or black line co is ns noted belo regulations in accordance pies each of the a complete. The The Commission shall and all Other required d Sections _ [this Incomplete without applications ma determine dOOUmentation and further Y be removed fro Whether or not AdvisO action, an rY Reports m the agenda and application governmentalThe CO returned to aapaplic sl uencies mmission rnish to missions may request advisory re information said ' officials, the Desi ports and/or n as directed b parries copies Of gn Review g reviews from to the applicant Y the Co application Board, or others. mmission, COpies of documents and Ina The Public 1eari any such re Ps and other within the rig' Said applicationsPorts shall be provided time limits Of shall be Posting Section 8_� considered at a g of Signs/NOtification Of Abutters.of the Connecticut public hearing and acted upon Abutters, See Section 3.20: totes, as amended. 4 Y t PROPOSED AMENDMENTS TO ZONING REGULATIONS OF THE TOWN OF SOUTH WINDSOR 1. SECTION 1: DEFINITIONS is amended by adding the following definitions: Assisted Living Facility: A building or combinations of buildings consisting of individual residential units that each contain a full bathroom and at least one bedroom or combination bedroom/living room, and which facility supplies nursing services, housekeeping, communal dining and recreations areas and other supportive services that encourage tenants to maintain a maximum level of independence and their own private residential unit.. 2. SECTION 5.1.6 is added to Section V: 5.1.6. ASSISTED LIVING FACILITY a. Purpose. The purpose of this Section is to provide a facility for persons primarily 55 years or older,to maintain a maximum level of independence in their own apartment unit with the following services available within the facility: (i) Three meals per day (ii) Regularly scheduled transportation for personal shopping and healthcare appointments (iii) Housekeeping (iv) Maintenance Services (v) Social and recreational programs (vi) Security system b. An Assisted Living Facility shall be permitted as a Special Exception, subject to the approval by the Commission of a Site Development Plan prepared in accordance with Section VIII of these regulations. The facility shall be located in reasonable proximity to shopping and services as are required by elderly persons. C. General Requirements: (i) Area Requirements. 1. A minimum size of 2 acres is required. (ii) Yard and Frontage Requirements. EdwinUSummerville-Zanker Proposed Zoning Amendments.doc 1. Yards. Minimum front yard- 50 feet, minimum side and rear yards -25 feet. 2. Frontage. At least 100 feet on a public street. (iii) Building Height. Buildings shall not exceed three stories or forty-five (45') feet in height. Basements are not required but when provided shall not be used for living areas, except that service facilities are permitted. (iv) Building Size. In calculating space requirements for elderly occupancy, the following areas shall be considered minimum: Occupancy(persons) 1 2 Area Square Feet* 290 390 *These areas do not include circulation and public facilities outside the unit or spaces for heating equipment. Storage areas are calculated as a part of the minimum area requirement. (v) Parking and Access. 1. At least one parking space for each four dwelling units shall be provided,however, at the discretion of the Planning and Zoning Commission,this may be increased up to one parking space for each dwelling unit. Parking available on adjacent premises may be used to satisfy the parking requirement. 2. The location and arrangement of access shall be consistent with public safety and shall provide no undue hindrance to the safety of existing or proposed streets. 3. Access ways shall be constructed to the street specifications contained in the Town of South Windsor Standard Roadway Specifications dated January, 1963 or as amended; except,the width, location and arrangement of access and paring shall be consistent with public safety and welfare and shall provide no undue hindrance to fire or other emergency apparatus or to safety of existing or proposed ways. (vi) Sidewalks. Sidewalks shall be provided for internal circulation within the project and connection to the street frontage. Sidewalks shall be constructed to the specifications of the Town of South Windsor. i (vii) Recreations. Recreation area or areas shall be provided for the use of the residents. The recreation area or areas shall be designated for the special EdwinL/Summerville-Zanker Proposed Zoning Amendments.doc needs of elderly persons. Such uses as shuffleboard and sitting areas are examples of recreations areas. (viii) Buffer Areas. The location and design of the project shall be compatible to the surrounding neighborhood and shall itself be ample protection from potential or actual non-compatible uses. Buffer areas of plants or fencing may be required to effectuate physical and environmental separation of the project from non-compatible uses. (ix) Signs shall conform to Section 4.1.5 of these regulations. (x) Impervious coverage limited to 40%. I EdwinUSummerville-Zanker Proposed Zoning Amendments.doe oWN 8f44co F Tiov 2 0-1 C 7 ti S • 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 w,�d SOR•C AREA CODE 203/644-2511�N May 20, 1998 Mr. Richard S. Kelley Summerville CT,LLC 119 Cheshire Road Bethany, CT 06524 RE: Summerville at South Windsor Assisted Living Facility SOUTH WINDSOR, CT Dear Mr. Kelley: The South Windsor Water,Pollution Control Authority, at its regular meeting of May 19, 1998, gave approval for the connection to the Town's sewerage system of a commercial building at Town Center, as more specifically shown on plans entitled "Utility Plan-Summerville at South Windsor -Assisted Living Facility" prepared by Fuss and O'Neill,Inc.,Manchester, Connecticut, Project No.89-489A2,Drawing No.4 of 10 dated August 1997,revised 9-16-97, 9-29-97, 11-4-97, 1-5-98, 4-1-98, 4-3-98, and 4-20-98, and subject to the following conditions: 1. Technical approval of the Town Engineering Department. 2. Final Authority approval and acceptance of the sanitary sewerage connection will be given once the sewer line has been installed and inspected by the Town staff, and based upon the written verification of the Town staff that said sanitary sewer line was installed in- substantial conformance with the design plans previously approved by the Authority, and meeting all Town regulations and appropriate technical specifications relating to sanitary sewer construction. 3. This approval letter must be superimposed on the final approval plans. Very truly yours, Thom 1 dson, Chairman Wat Pollution Control Authority cc: Matthew Galligan, Town Manager Michael J. Gantick, Director of Public Works Jerry Iazzetta, Town Engineer Marcia Banach, Director of Planning John Collins, Chief Building Inspector TOWN OF SOUTH WINDSOR STAFF SITE CHANGE ��, WINDSOR FOR SITE & SUBDIVISION GENERAIE�G NEER"NG DEPT CHANGE ORDER CONTACT PERSON aN/tL, Lo®S Phone No. b �(072 X/bI Address ) / fib .S� �'��?�!i� A6 � v6rnt `ouR � tn1G-b�Ep"r.-- Site Name Nves/n& //On96 r41- /DAD /17tFi�/ �' P&Z No. {{�� Owner I'to✓►C4111 /zeiZA e,445 Phone No.0GD._� zz4- Contractor Q S /yl evp �Y�Gp /1►�s,/ �✓ S1eMS L LL Signature of Owner Date: Signature of Design Engr. Date: CHANGE: (Describe location annature of change. Include Four (4 ) copies of plan/profile of Change. ) ^_ AIR /X Z* ' /l 6/ ,,�., 41'/Aj %eoI/�S �1�Glf Pu, A 7U -AkA k Or ff Po 9X/9 !�1/9t,� /� Clvv/��- D t� 94 c k 6v�,6 Reason for Change: (Why is change required) ' �,X//�'A / M /;a lel y`ri /1 a 0V-8 GbOI� ZO4 loe APPROVALS: (As Required) Dir. Of Planning% / L Date: it b 0 Town Engineer Date: Dir. of Public 'orks Date: Other: Date: STAFF COMMENTS: White - Town Engineer Yellow - Applicant Pink - Director of Planning Goldenrod - Engineering Department N-50-1 5 ' -oo"w � '} BITUMINO S LA 1 �\♦ N *' / .HEDS ."".►� ATTACHED f14' `t{ 1 1 , ♦\ N 1 x / \ �'—='=•tti LIDO SHED,q '. -aBITUMINOUS � � � ♦\ L4co ►� N 1 ��.. ..` 4' NT. WALK 00, 41 \ IT. AL� 3' BIT. WALK ♦��, \�\ �`` �, 1 1 CONC. PATIO ! ..... ��` \\ ��/ ♦♦ � ISLAND ; BITUMINOUS ,♦` GRASS r / 1 • 1 � GRASS COURT YARD253 . 23 0 .r.. -'�. 1 ♦ �\ 1 —5 0-5 7 —00"E \' ♦\ `\ 1 • 4. 5 BIT. WALK ' ` \ to / BITUMINOUS 1 ". I ♦♦ \\ 'Tl a o co ♦ N/F 31MES LK 1 i 016 ♦\ ; t�.. 1 � rn ♦` 1 4.S' BIT. WALK ♦` 1♦ t,\` O r h."J rw.rwr....r. wu-. rwr r.rwr.wr..r.•.m-••nr � �r rwr .au. `�"'.+...+w"r ' ��wr,r .rr•ur � , rn \` 1 r 1 , iDG 0 finAaa s 7 N/F THOMAS SMITH �` . RECEIVED TOWN OF SOUTH WINDSOR APR 3 0 2003 STAFF SITE CHANGE FOR SITE & SUBDIVISION SOUTH WINDSOP,PLANNING DEPT GENERAL: _ CHANGE ORDER CONTACT PERSON vv)fv , „ c A Phone No. - Address ` I - //�� U 1 U Site Name A >Sl !1 P&Z No. Owner LADWvu1,.,,oA1-P HeaR je Phone No. Contractor Signature of Owner Date: Signature of Design Engr. Dater CHANGE: (Describe location and nature of change. Include Four (4 ) copies of plan/profile of Change. ) r Reason for Change: (Why is change required) APPROVALS: (As R uired) Dir. Of Planning Date: Town Engineer Date: Dir. of Public Works Date: Other: Date: STAFF COMMENTS: White - Town Engineer Yellow - Applicant Pink - Director of Planning Goldenrod - Engineering Department ... .-_ ..f.< _ _ .... PROPOSI DAUM ♦ ; ar _ 8q � Q -'--`r*"'•=�.y,� Vti ,y ^� SPIl.LM41y " � "``• " .�.:..= , - - - r, a"i,%l4.. � .r _ SEEM, MOD` 4 RIP RAP ( �:•"• - ' , _ ... emu L GEIENTION BASMJ '�'E �'• s -.-— z k WATER o ELM. x$3.2 NO CUR$ IN 8 WED WETLANDS OF FARE ACC£3S CARTE rtD } j.,, FIRE LANE NO PARKINGNV KITCHEN fg NT C OMPRE S S O R ►�' :,`, + i .°1Pd DUMPSTER C ENCLOSURE ' RO P-QS E D BUILDING { r WETL S ,EMERGENCY GENERATOR FF:90.75 AND COOLING TONER ' EQUIPMENT ENCLOSURE 7 GAL SE :90.30 INV'.87.30 IN +- ` INV.87.05 OUT PR!EPd3 PR ° � } P�dTECTiOt$ ;X .-- r aC i11t�E '+ C014NEC I IN «-�s 3 9 < ; -r 4i NOPARRCNG ;I- 2 DAR _ e , '..... i ` �9 CB 6 tds0 LF 15 �CPp t - _ ' 71 9. TYPE 'Y S. ♦- ;� TRb88p TF. t i 1 eg• A710N t f`' r i PROP 85.�0 NV•$S. � fig. : .92"' I- .�� H HOOD - r . . . . '°E= - _ , ."I?�C•.• � AREA TO 8E PAbED VAIN A 9a.D0 ELECWbC SERIAE JT,[+_', M ty..��.��1.�.`c�`�`a. trY''' . . . 'a CONCfK YE EU CLASS S 8S i• Y'�';`^Y^T:.fTYPt/. 4 SURFACE CO .1. TO r f INTO DUSTM PAVEWENT AT f z I. �V4U AND PARKINGOIR�R y El4STING DUMPSTER z- #` TO BE RELOCATED 1; F : . Lla r TOWN OF SOUTH.-WINDSOR } STAFF SITE CHANGE FOR SITE & 'SUBDIVISION GENERAL. ` CHANGE ORDER CONTACT. PERSON "� % -- Phone No.. 17 Address `.') �3�iT'A' -�--��t Site- Name q ::F&Z No. Owner Phone No; v` Contractor Signature of Owner ! Date: Signature of .D:gsign Engr. Date: CHANGE: ,,{xHWcribe . location. and;;nature of change. Inclulip de fi _ Reasgn''for Change: (>Why is change required) 1 ¢ i APPROVALS: } 4.r �.{As Aye uired) Dir.. Oflaning Date: T} �� Town Engineer-, Date: T' ' Other: kr Date: STAFF COMMENTS: 31 - ` a- White Town Engineer Yellow Applicant Pink - Director of Planning Goldenrod - .Engineering Department TOWN OF SOUTH WINDSOR STAFF SITE CHANGE SEP 1998 FOR SITE & SUBDIVISION GENERAL: SOUTH 1a11,NBSUJJ� a CHANGE ORDER CONTACT. (PERSON k LE&Lt4ox- phone No. �` �q Address U� ` ®`/Y�ce'L— A� o /`�pp #AZt> IAA-,�JCAgM-7 ,e 6r Dl9OJO Site Name vjLLE P&Z No. Owner SD►�nE2V+t.,_E AT Qwo%ce., , L L-C- Phone No.(103) �j13 -Z C7 Contractor r1F 1--N - . Signature of Owner ate: _ Signature of Design Engr. Dater CHANGE: (Describe location and ur change. Include Four 'I ) copies of plan/profile of Change. ) PaPor-!9: 70 1wT`elW7 Reason for Change: (Why is change required) APPROVALS: (As Required) Dir. Of Planning Date: Town Engineer Date: Dir. of Public Works Date: Other: Date: STAFF COMMENTS: White - Town Engineer Yellow - Applicant Pink - Director of Planning Goldenrod - Engineering Department