HomeMy WebLinkAboutSpecial Exception for Senior Residence D (2) TOWN OF SOUTH WINDSOR, CONNECTICUT
PLANNING AND ZONING COMMISSION
APPLICATION FORM
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Application No. : _ 9 /
IP Z,
Date Received : MAY 101993
Action/Public Hearing by:
Receipt No. : South Windsor
Planning & Zoning Commission
APPLICANT:
ADDRESS : 1-74,+ 5U.-WO-D4 13D iS"-'► A Wir!D�)R 14._ Cl— TELEPHONE: 6 -676
OWNER OF RECORD ON LAND RECORDS : 'A1CA ASZD S,
ADDRESS : _1� � rG[-t.�4t�TJ� Rl� 3�kt'� W'14 D5o�2 �T
COMPLETE LOCATION OF PROPERTY: C1,00 6TN 'RD. 150;,11771A L*P tiN DSo92
ZONE: 9C
NAME, ADDRESS , & TELEPHONE NUMBER OF PERSON TO WHOM INQUIRIES SHOULD BE
DIRECTED:
yVMAN1049TeX .1 C- ' 00040 TELEPHONE: C lo •�4fo
THIS APPLICATION IS FOR: (Check one of the following)
1 . Zone Change to (Public Hearing required) .
2. *Subdivision .
3. Open Space Subdivision (Public Hearing required) .
4. Resubdivision (Public Hearing required) .
i/ S. Special Exception to Article (Public Hearing Required) .
6. Site Plan of Development.
_ 7. Earth Filling [Section 10] and/or Earth Removal [Section 9]
(Public Hearing Required) .
8. General Plan of Development.
9. Regulation Amendment : Zoning Subdivision
�10. Other (explain in detail) :
CONSULT PLANNING DEPARTMENT FOR FEE SCHEDULE. THIS APPLICATION MUST BE
SIGNED BY THE APPLICANT AND OWNER OF THE PROPERTY AND SUBMITTED IN
TRIPLICATE WITH ALL MAPS AND DOCUMENTS REQUIRED ON ATTACHED CHECKLIST.
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Applicant risk-eel%a 4er
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PLANNING AND ZONING COMMISSION
APPLICATION, CONT' D. I
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TIME FRAMES AND PROCEDURES FOR SUBMITTING APPLICATIONS/PLANS !�
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1 . All prospective applicants are urged to confer with Town Planning y
Department and Engineering Department staff prior to submission of any
application to the Commission .
I
2. Plans are officially received only on the fourth Tuesday of each month I
at the Regular Meeting of the Planning & Zoning Commission (PZC) .
i
3 . Three (3) sets of blueprints are required on the second Tuesday of the
month for review by the Town Planning and Engineering Departments .
This deadline must be met if you want to ensure that your application
is officially received by PZC.
These plans must be submitted as complete plans -- which includes +
application plus all required information contained on checklist . No j
plans will be accepted at the counter if checklist is incomplete . It
is the applicant ' s responsibility to ensure that all information
_ required on the checklist is submitted in one package at the time of
submission -- including landscaping plans , architectural elevations ,
traffic report , etc . Planning Department staff will not accept
checklists with blank spaces , or with "by others" in any space .
4. Town staff will notify the applicant with any changes required to make
the plans in complete compliance with our Zoning/Subdivision
Regulations .
5 . All changes requested must be made and new, complete blueprints must
be submitted . At this time six sets of plans must be submitted . If a
Public Hearing is required ( or optional but likely) then seven sets
are required .
6 . Planning Department/Engineering Department staff will review plans
only once -- if the resubmissions are not complete/correct , the Town
Planner ' s report will reflect that revisions were not made as
requested .
I
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4D0M •t,�
LETTER OF TRANSMITTAL
��hOsO`•Co��i+
PLANNING DEPARTMENT
TOWN OF SOUTH WINDSOR
1540 SULLIVAN AVENUE J }
SOUTH WINDSOR CT 06074 ! �
( 203) 644-2511 DATE �3 /
TO:
WE ARE SENDING YOU:
P & Z initial plans Drainage comps
P & Z final plans Bond estimate requests
Inland Wetlands plans Bond reduction requests
Final plans for filing Change order form
Other Correspondence
Copies Appl. No. Project
73- JVPS
THESE ARE TRANSMITTED as checked below:
For review and comment For your file
For your use Returned with revisions
As requested.
Other
PLEASE RETURN/COMMENT BY:
COMMENTS: MAY CQ
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TR20 XEQ 05-O7-93 07�2O RSK ELDERLY R3UBSlNG SUUTH WINDSOR B5 489 JO9 1 PASS �
REV PC O9/031.2) p A@E 1
P%ECUTIV' CDNTRUL O��ATIDN INCREM MAIN Tl�� INCREMENT ` .20 HOURS R[C�n ID
FXECUTIVE 1'0NT88L OP ER,ATI0N COMPUT FROM %SECTION \ TQ STRUCTURE � RECORD lD
STARTING TIME ` .O0 RAlN DEPTH = 3.15 R0IN DURATION= 1.00 RA[N TA8LE NO.= 3 ANT. MOlST. CUND= ?
ALTERNATE NC.= 1 STORM M0.= 2 MAI� TlME INCREMENT = .20 HOURS
OPERATION RUNOFF CROSS S�CTION 1
OUTPUT HY0R1,GRApH= 1
AREA= ,OJ SQ MT TNPUT RUNOFF CURVE= 70, TIME OF CONCENTRATIDW= .75 ROURS
T�TERNAL l HYDRQGRAPH TTME NCREMENT= .100O H3URS
pFAK TlME(HRS> PEAK DlSCHARRE(CFS) PEAK ELEVATION(FEET)
�2.61 6.74 (RUNOFFl
TIME�HRS> FIRST HY0ROGRAPH PQINT = .O0 HOURS TTME IWCREMENT � .7� HOURS DRAINAGE AREA = .03 SQ.H[.
1O.00 DTSCHG .0O .0O .00 .0C .00 .0V .0O .O0 .02 .14
3ISCHG .79 2.86 5.67 6.T4 5.79 4.35 3.34 2.69 2.2� 1.91
14.00 DISCHG �.69 1.5« [.43 1.32 1,24 1.16 1.�1 �.07 1.03 1.0O
16.00 DISCHG .96 .92 .89 .R7 .83 .77 .68 .62 .59 .55
0.00 DISCH5 ,52 .51 .51 .49 .«7 .46
��.;� OlSCHG .43 .4| .40 .J9 .J9 .37 .36 .37 .J6 .35
22.0o DISCHG ,34 .36 .36 .J5 .3J .32 .32 .32 .3. .JC
24.O0 DISCHG .32 .5O .52 .35 .18 .O9 .O5 ,O2
36.00 DISCHG .oO
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-FLOW � .O0
OPER&TI0N RUN0Frr CROSS 5B3IDw 7
OUTPUT HYUROGRAPR= 2
AREA= .O3 SQ M< INPUT RUNOFF CURVE= 88, TIME OF CDNCENTRATIQN= .52 HOURS
INTERNAL HYDROGRAPH TlME ImCREM�NT= .0693 HOURS
PEAK TIME<RRS) PFAK DISCHAR5E(CFS> PEAK ELEVATION(FEET)
12.79 22.63 (RUNQFFl
Z4.72 1.04 (RUNOFF>
TIME(HRS} FTRST HYDRDGRAPH PDINT = .00 HOURS TIME INCREMENT = .2O HOURS DRAINAGE AREA = .O3 SQ.MI.
6.00 DISCHS .00 .00 .00 .O0 .0V .0� .�0 .02 .04 .08
8.O0 DTSCHG .12 .16 S. .25 .30 .35 .42 .4R .55 .67
0.00 3TSCHG .73 .82 .95 1.11 1.29 j.547.l5 2.76 4.4.2
12.00 0ISCHG 9.99 18.34 22.6 17.2R H.E4" 7.16 5.28 4.24 3.54 3.O4
14.0O DlSC�8 2.77 7.60 2.4J 7.74 2.[2 1.97 1.91 LRJ L77 1.7)
16.C� DISCHG 1.61 1.54 1.51 1.46 l.36 1.32 .96 .8�
DISCHG .8J .B7 .8J .7B .77 .76 .72 .66 .69 .73
2O.O0 DISCHG .71 .65 .65 .63 .64 .59 .58 .62 .5R .54
22.00 DISCHG .56 .64 .58
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TR20 %B 05-07-97 R� B��Y ��SI� �� WI��R � �9 JO3
RZV PC 09/83<.2> PA S E 2
24.O0 DISCHS .53 1.O4, .69 .27
RUNOFF' V0UM[ ABOVE BA��LQW = 1.97 ��E�SHED INCHES, 35.5� CFS-HRS, 2.94 ACRE-FB7; BASEFLOW = .00 ��
OPERATION RESVOR STRUCTURE �
INPUT HYDRQGRAPH= 2 OUTPUT HYDRO8RAPH= 3
SURFACE ELEVAT0N= B2.70
PEAK TIME{HRS> PEAK DlSCHARGE(CFS) PEAK EiEVATIQN(FEET)
17.99 7.85 85.33
TIME(HRS) FTRST HYDROGRAPH PQIMT = .0O HUORS TIME 7NCREMENT HOURS DRAINAGE AREA = .0J SQ.MI.
6.O0 DI5CHG .00
6.O0 �LEV 82.7O G7.70 82.70 82.7O �2.7O 82.7O 82.7O 82.70 S2.7V
8.00 DISCHR .02 .03 .0« .O6 .08 .�1 .13
R.00 ELEV 82.72 82.73 R2.7u R?.76 R2.78 82.Bi 82.83 82.86 82.90 82.94
[O.0O DlSCHG .29 .35 .47 .53 .64 .76 .9O
�.� �.0� �.� �.� �.� �.12 �.�5 83.2O 8J.� �.�
12.00 DTSCHG 2.4J 4.22 5.75 7.08 7.74 7.85 7.70 7.47 7.O9 6.74
17.O0 ELEV BJ.55 84.01 84,56 85.O5 85.29 85.3J 85.T7 85.17 85.05 84.92
[4.00 DISCHG 6,3B 6.83 5.7O 5.3B 5.08 �.8O 4.53 4.28 I94 J.58
�4.00 ELEV 84.79 84.67 84.54 84,4J 84.J2 H4.22 84.12 84.03 93,93 83.84
�6.00 DISCHG2.77 2.56 2.38 2.20 Z.03 1.B7 1.7Z �.59
�6.00 ELEV 83.76 8,3,69 83.63 83.58 R3.53 83.49 83.44 8J.«0 83.J6 83.33
18.00 DISCHG 1.47 i,J7 .G�
18.0O ELEV RJ.JO 83.28 83.25 93.73 8J.22 83.�� 81.19 RJ.D 8J.|Q 83.{5
20.00 DIS�� .86 Is", .80 .7R .T6 .73 .71 .69 .6R .66
2O.30 El, RJ.�4 8J.1* 83.1J R3.12 3J.12 R3.11 83.10 87.0 83.I0 83.09
22.O0 D7SCHG 63 .67 .61 .60 .5q .58
87.019- 83.0S 9-3.C)S 3.I'D 83.07 83.06
74.0O DISCHG .5J .57 .67 .60 .53 .46 .39 .J3 .29 .26
24.0O EIEV 8J.06 8J.O7 83.08 RJ.08 OJ.V6 RJ.O4 83.O2 R3.O1 82.99 82.96
26.00 DIs S .23 ,21 .l9 .17 .15 .14 .1� .11 .0 .09
26.�0 ELEV 82.93 8�.9Y R2.89 R?.87 B2.85 R2.B4 R2.32 92.B1 82.SO 82.79
2R.00 DISCRG .0B .07 .05 .05 .04 .04 .04 .O3
28.00 BLEV 82.78 82.77 R2,77 82.76 82.75 82.75 82.74 R2.74 R2.74 82.73
30.0O DISCH5 .03 .O3 .O2
JO.O0 I. S2.7J ��,73 R2.72 H2.72 R2.72 8?.72 82.72 82.71 82.7� 82.71
37.00 DISCH8 .01
32.00 El�� g2.71 R7.71
RUNOFF VOLUME A0VE ��B�DW � Y,97 WATERS�D INCHES/ 15.57 CFS-HRS, 7.94 ACRE-FEET� BASEFLOW
EX[CUTTVE CONTGDL DPERATIOK EKDCMP CO��TATTQNS C��LE�� FOR PASS � R,rORD TD
TR'70 VM 07-07-97 67�'7n RSK �-ED!Y ��SING �17 L', WIWD R S 5 483 10B 1 PASS, 2
AEV PC 09/R3(,2) P0GE 3
EYE��IoE C0uTR0L OpERATIUN COMPUr FROM XS[CTIQN 1 TO STRUCTDRE 1 RFCQRD ID
STARTTNG TIME ` .0O RAIW ��TH ` 4.RO RAIN DURATlOH= 1.0O RAlN TABLE HU.= 3 ANT. MUST. C��= 2
AL�RNATE NO.= 1 ST'RM NO.=1O MA7N TIME INCREMENT = .2V HQDRS
OPERATION RUNOFF CROSS SECTION i
QUTPUT HYDROGRAPH= �
CNTRATTON`TIMF 3F QNARFA= .03 SQ MI INPUT RUNOFF CORVE= 7O, 75 HOURS
INTERNAL HYDROGRAPH TlME 7NCREMENT= .10O0 H IRS
PEAK TIME{HRS> PEAK DlSCHAKGE(CFS) PEAK ELEVATIQN<FFET>
12.56 17.36 (RUNQFF}
24.37 1.03 (RDNUFF>
TTME(HRS> FIRST HYDRDGRAPH PDYNT = .00 HOURS TIME TNCREMEMT = .2O HOURS DR&INAGE AREA = .0- SQ.MT.
10.O0 UTSCHG .O0 .23 .36 ,5J .75 1.09 �.73
12.0O DISCNG 3.90 9.48 �5.B3 17.2S 1�.10 10.�4 7.6Z 5.97 4.R7 w.O9
14.00 OISCHS 3.5� 3.Z2 2.96 2.72 2.54 2.38 2.27 2.17 2.09 2.03
16.0101^1 D7S�H8 �.9a 1.85 1.79 1.7� 1.66 1.5� 1,J6 1.�3 1.17 1.09
18.�O 3lSCHG 1.02 1.01 1.3O .96 .92 1911,
20.C� DIS�HR .R4 .81 .7R .76 .7�, .73 .7O .7� .7� .67
2?.00 DlSCHG .66 .69 .70 .67 .64 .62 .61 .6l .61 .57
24.0O DI5CHG .6 97 1.O 05 .0Z .01
26.00 D'ASCHG .01 .00
R 1-11%1`DFF V[KUME ABOVE �c,c'FLVW 11.914 WATERSHED lMCHS` 71.37 CFS-HRS, 2.75 ACRE-FEET; BASEFiOW = .00 CFS
OPERATlON RUN p CROSS SBCTIDN -
OUTPUT HYDRQGRAPH= 2
ARE0= .O3 SQ MI TNPUT RUNQFF CURVE= 8R. TIME OF CUNCENTRATlOu= .52 HOURS
INTEBNAL �YD�DGRAPH TTME lNCREMEMT= .0693 HOURS
PEAK TlME<HRS) P F A K DISCRARSE CFS) pE&K ELEVATION[FEET)
17.J� 39.59 <RUNQFF}
24.22 1.68 (RQNOFF>
TIM�(HRS} F7RST HYDRDGRAp� POTw� = .0O HODRS TlME TNCREMENT = .20 HOURS DR0INA6E ARE0 = .O3 SO.M%.
4.00 DlSC I'll G ,O0 .0O .O0
6.oO DTSCHG .O8 .10 .14 .17 .19 .22 .Z7 .32 .40 .53
R.00 DISC F, 64 .73 .80 .89 .99 A.V8 1.23 L35 1.4R �.6J
10.00 DISr. .81 1.Y9 2.23 2.54 7.BR 3.29 3.79 4.47 5,59 8.0
D7SCHS �R 1?
16.R9 3J.01 39.50 29.66 .x1 .05 8.R2 7.0� 5.85 5.O�
D[ r HS 4.56 4.26 3.90 3.66 3.46 3.23 3.11 2.9R 2.89 ?.79
16.O0 DISCHG 7.61 %5O 7.u6 2.38 ?.21 1.9S 1.67 1.�9 �.5 4O
DISH R 1.35 34 7
2O.00 1.�5 |.O5 1.05 LO2 �.0V .95 ,9J 1.O0 .94 .17
22.00 DI��G .B4 .83 .87 .B2 .R1 .67
. O ��R .86�x V0 I .07
TRI0 XEO 05-87-91 07,20 RSK FL0ERLY �N8SING 5OUTH WTNDS3R 85 4Q9 JDB � PASS 2
REV PC 09/83(.2) PAGE o
RU»0FF VOLUM� ABD9E BA�FLUW = 3.5� WATERS�� INCRES, 63.3x CFS-HRS` 5.23 ACRE-BIT! ��BlDW = .00 CFS
OPERATION RBVOR STRUCTURE 1
INPUT 9YDR3GRAPH= 7 UUTPUT HYDROGRAPH= 3
SURFACE �LEVAT��N= 82.70
PEAK TI�[(HRS> pEAK D{SCHARGE<CFS> PFAK EiEVATlON(FEET)
13.O9 10.66 86.58
TTMF(HRS) FIBST HYDRQGRAPH POINT = .00 HOURS TT�5 INCR�wENT = .2O HOURS DRATNAG� AREA = .OJ SQ.MT.
4..00 DISCHS
4.30 ELEV R�.7O 92.7O R7.70 82.70 82.7O 82.70 02.70 82,7O .70 32,71
6.0V DISCHG .O1 .07 .03 .04 .O� .O7 .OY
6.00 ELEV 82.71 R?.72 B2.73 87.74 82.76 82.77 82.79 82.B1 8Z.83 82.87
8.0O DBCHG .21 .25 .31 .39 .48 .57 .66 .76 .R7 .9R
3.00 5lEV R2.91. 82.95 83.D0 8J.O2 R3.05 8J.O7 R3.09 83. 8J.17
0.0O DI��R1.73 1.J7 1.53 1.72 �.94 2.19 2.5O 7.91 I54
1O.0O ElEV 83.2V 8J.?u 83.27 RJ.J? BJ.J6 8J.42 83.49 8J.57 R7.67 83.R3
12.0O DIS%H5 4.65 6.56 9.35 1O.2; {O.5J 10.64 10.6� 1I.57 10.48 1U.36
1?.� �� R4./7 84.86 �.� �.3� 86.� �.� �.� �.53 �.� �.�
1«.0O DISCHG 10.23 10.09 9.95 9.8l 9.53 R.95 G.4: 7.9� 7.44 7.01
�4.00 BLEV 86.J2 R6.24 86.�5 86.06 85.94 R5.73 85.5J 85.J5 85.28 85.O2
�6.1-1)0 DIC r�G 6.6C 6.22 5.87 .1.
16.0O �LEV Sx.87 84.7m 84.6 84.3R 8*.27 84.16 8x.06 8J.96 33.05
1::,.0O DI5CwG 3.27 �.96 2.71 2.J82.12 1.97 1.�� �.7� 1.62
�B �.67 �.� 0.51 �.� �.� �.� �.� �.�
70.O0 �ISCHG 1.55 1.wG 1.4� 1.35 1.3O 1.75 i.7O 1.16 1.13 �.09
�,� �.� BJ.� 8J.� B3.� 83. .7
ZZ.00 DISCHG 1.O6 1.O4 i,07 1.0l .98 .96 .94 .92 .9O .8B
22.O� B�V 8J.19 SJ.19 8J.19 83.18 R3.\7 83.�7 8J.16 �J.�6 8J.l5 83.l5
24. .9 0o .96 .66 .74 .63 .53 .45 .37
24.� B� �,\4 �.16 �.18 �.17 �.�u �.�1 �.� 8J.O6 �.O4 �.O�
26.00 D7S�� .31 .28 .25 .23 .20 .�8 .17 .15 .13 .12
76.O0 B�V 8J.0O R?.9R 82.95 82.93 82.90 B?.B8 82.87 82.85 B2.83 8?.8Z
78.00 DISCHG .[4 .1C .09 .OG .07 .O7
�� �.R1 �.� �.� 82.� �.� �.� �.� 82.� 82.� �.74
71G.O0 DISCHG .O4 .O* .OJ ,O3 .03 .O2 .�2
30.O0 ElEV R7.7x 82.74 82.73 92.7J 82.7J 92.72 82.72 R2.72 R2.72 R2.72
32.0V DTSCHG
32.O0 ELEV 82.71 R2.7Y G4.71 82.71 87.71 87.7,
RU " 11 ABOVE BASEFLOW = J.5O WATERSRED I����, i0.29 MIS-HRS, 5.23 ACRE-FEET, BASEFL8W
FX��l� MIN� ��T� �� ��ATI� ��LB� �q PASS RCrORI TD
7R20 XFG 05-07-93 407:20 nSK 70ERLY HUHE7NG 5rUTH Wj,.I�DSOR R5 �9 J�B 1 P0SS 3
REV PC 09/E,3[.7� PASF 5
E%EC3TIVE CONTROL Q9ERATION COMpUT FROM YSECTTQN 1 TO ST8UCTURE 1 RECORD ID
5TARTIN5 TIME = .0O RATN DEPTH = 5.4O RAIN DURATTU�= �.0O RAIN TABLE NO.= J ANT. MOXST. COND= 2
ALTERNArZ, NO.' 1 CTURM ND.=25 MAIN TIME TNCREHEN7
OPERAT7DN 9UNOFF CRMSS SFCTTON �
�UTPUT HYDROGRAPH= 1
0REA= .O3 SQ M7 INPUT RUNOFF 11IRVE= 70. TTME OF 70NCEWTRATTON= .73 HQURS
INTERNAL HYDRnGRAp� 7IME TNCREwFmT= .10OO H3URS
PEAK T7ME[HRS) PEAK DlSC8ARGE�CFS) PEAK ELEVAT TIN
{FEET}
17,55 2�.7O <RUNOFF)
24.J2
r�MF�wRS> FTRST RYDROGRApH pOINT = .00 HOURS TTME TwCREMENT ` .2O HOURS DRAlwAGE AREA = .03 SQ.MT.
R.0O �TSCHG .OU .O0 .00 .00 .00 .O0 .00 .00 .01
l0.0O DISCHG .00 .15 ,25 .36 .5� .69 .91
�2.0O 3I�CHG 5.�8 17.7R 20.02 21.55 17.4J {2.57 9.31 7.25 5.R9 m.93
14,0O DISCHG 4.79 3.86 3.5 25 3.04 7.EM 7.70 7.59 7.50 2.4[
16.0O QISCRG 2,3� 2.20 ?.1J 2.O7 1.qR �.61 1.46 1.39 1.30
� . DlS�� .7�B 0 O 1.O7 �.04 .97 1
IA 'I 3ISC�G 1.O0 .95 .92 .Y0 .9V .96 .83 .B4 .84 .80
Z2.Oill DTSCHG .78 .82 ,RJ .79 .75 .73 .73 .72 .TZ .67
24,0O CHG .�| .11
RUNOFF VOLUmF ABOVE 8ASEF QW ` 2.36 WATERSHED I�C�ES, 4�.20 CFS-HR�` 3.40 ACRF-"ET; BASEFlOW
UPERAT QN nDNOFF CROSS 5ECTI0N 7
OUTPUT HYDROGRAPK= 2
ABEA= .03 SQ MT lNPUT RUNOFF CURVF` RB. TT�E OF CONCE�TRATl0N� -52 HOURS
TNTERNAL HYDROGRAp* TIME INCREMENT= ,O693 wDURS
PFAx TlME{*RS) PEAK D}SCwuRGE(CFS> PFAx [iEVArTUM(FEET`
12.JG 45.77 (RUNDFF>
24.72 1.91 {KUNUFF>
T7ME/UPS' FIR5T 4,nRn5RAPH PDTmT = ,0O HOURS TTME 7N FMEwT = .2V RDURS DRAINAGE AREA : .03 SQ.wT.
4.0O DISCHG .00 of, .VO .00 .00 .O2 .04 3
6.0o DT r .33 .4O .46 .56 .73
/.57 1.70 Y.R5 2.O3
10.0O DISCH5 2.75 2.46 2.7« 3.�0 3.5O 3.97 4.56 5.35 6.66 9.59
12.00 D7SCHG !9.8� 3B.J9 45.65 34.16 71,i5 13.81 10.�0 0.05 6.68 5.72
14.On DI��� 5.21 4.B6 k54 *.15 3.95 3.6R 3.5� Iw0 3.79 7.1R
16.00 DlSCHG �.98 2.85 2.GO 2.7� 2.57 2.75 1.90 [.R1 � i.59
18.O9 DTSCPC 1.54 �.60 1.53 3� �.7O 1.77 1.34
70.00 DISC I.14
22,OO I7
%EQ 35-0"-9J 07,,20 Rcv E10F9 Y ROU8SlNS SUUTH NTNDSOR 85 �� JQ9 � pASS 3
REV PC 09/R3(.7> PARE 6
24.00 DISCKS .YR 1.90 1.26 .49 .19 .O7 .07
RUNOFF VOKUMF AP'lVE RASEFLOW = x.O8 WA��SHEQ INCHES, 73.T7 CFS-HRS, 6.O9 ACRE-RBT� BASBlO� = .0O C11
OPERATTON RES�� 5TRUCT�� i
INp�T HYDRORRA9H= 2 ODTPUT RYDRO�RAPH= 3
SURFACE ELFVAT�ON` 82.7O
PEAK TJyF<HRS) PFAK DTSCHARGE(CFS> PEAK [L[VATlQN(FFET)
11,23 R6.93
74.43 1.14 R3.22
TIMF< -) FIRST HYDRDGRAPH POINT = .O0 H7RS TTME INCREMFNT = .20 HOURS DAlNAGE AREA = .O3 SQ.MT.
«.00 D{SCHS .O0 .0O .OA .0)
4".� FLEV 7" B7.7 �.� �."0 82.7O F?.70 97.71
6.00 DIS�HR .04 .3� .D7 .O9 .�� .1J .y5 .�3 .?� .25
6.O0 FL�� 52.74 82,75 87.77 R2.79 R7.R� 82.83 82.85 R2.88 8�.91 82.95
8.VO D{SCHG .31 .41 .51 .6O .70 .80 .91. 1.03 1.i5 1.2R
R.00 B�V 83.00 H3.07 83.O5 G�.0� 8�.10 R3.�3 83.�6 RJ./9 8J.22 83.?5
10.0O 3ISCHG 1.4� �.5� L73 L92 2.�4 2.40 2.7O 3.06 3.53 4.2«
B.T. �.� �.� �.47 �.«7 �.5� �.61 �.71 �.-71*1 8x.01
i2.O8 OlSCHG 5.22 7.47 9,95 10.66 11.06 1�.2\ U.23 1L18 �1.09 0.97
ELEV Sw.37 85.19 G6.15 96.5� B6.87 86.97 86.Y3 86.9O B6.B4 R6.77
!4.00 UT5CHR 0.8� �0.71 1V.57 10.42 1O.77 YO.�7 9.96 Y.31 9.5^ R.94
y4.00 BFV 96.69 S6.61 86.57 86.4x 86.35 R6.25 86.16 B6.07 85.94 85.7?
16.00 DISCHG R.39 7.R8 7.4O 6.97 6.56 6.16 5.78 5.4� 5,07 4.75
16.00 ELEv 85.57 95.-74 85.16 �5.0l 84.86 84.7, R«.57 Rx.«a 9�.37 04.2O
D 4.45 4.�7 3.75 3.J9 3.V7 2.81 2.57 2.J6 2.0 2.O4
83.� B�.� �.79 �.71 �.6m �.5R 83.53 83,� �3.45
7O.00 DTSCHR 1.93 1.82 1.72 1.63 1.5� 1.49 �.42 �.37 �.33 �.28
"I ,� �� �.� �.� �.� �.34 �.32 �.� �.� PJ.�
77.0o D7S�� [.23 �,21 �.�9 1.16 L13 {.�O 1.37 �.05 �.03 L00
22.O0 ELFV R3.24 R .23 R3.73 83.7? R3.Z1 83.21 83.20 R3.l9 B3.�9 83.1B
24.00 DIS�� .970 1.05 /.14 1.�o .9R .B« .71 .6O .3/ .47
24.0O EiEV 83.17 R3.19 83.21 R3.2O G7.17 R3.14 R3.�1 BJ.0G 03.05 R3.03
26.00 DTSCRG .J6 .30 .27 .24 .22 .70 .�8 .�6 .15 .13
26.30 BcV R7.O1 P3.Oo B2.97 8%.9w R6 R2.92 R2.9O 82,88 82. R7.R5 R?,83
7S.00 DlSCH� .111 .07
2R.00 ELEV 82.R7 97.G� 5�.8O 82.79 87.7B 82.77 B2.76 R2.76 R7.75 82.75
3O.0O DTSCHG .O4 .04 .0J .O3 .OJ .O3
3O.00 FLEV S7.74 87.74 G2.73 87,T3 82.77 8 87.77 92.7�
3?.VO DI��G .01 .O� .O1 .O1
32.On ELEV B2.71 87.71 87.7| 82.71 87.7� R2.7)
RUNOFF �K�� ABOVE 9AS�FLUW = 4.08 WATFRSHFD TNCHES, 73.69 CFQ-HRS` 6.09 AC9F-�FT« EBOW
FXECUTTVE CDNTRDL DPF0TJON EHDCI CQMp��TTONS CUMPLErED FOR PASS 3 RF7ORD Tr
1 PASS 4
RFV PC 09!93(1?) PAGE 7
T R 2 n XF C! 05 O 73 O7,70 RSKF0F R L Y H INfz MVrVWT,�IrFOR 85 *11:1 PAC, �
REV PC 09/93(.21, PAGE 8
EXFCUTTVE CON'T Rf],L UpERATTOm C� 7PnM %SECTI0N 1 TD S�����E D T�
ST0RTTNG TlMF ` .0O RVIN DEPT� = 6.9O RAIN D0RATTON= 1.O0 RATN TABLE W0.= J ANT. MOIST. COmD= 2
ALTERNATE NO.= 1 STORM ND.=�9 MAIK T7ME INCREMENT = .20 HOURS
O PP-RAT]GN RUNOFF CROSS SECTlON �
DUTPUT HYDROSRAPH= I
ARFA= .0� SQ Ml INPUT RUNOFF CURVE` 70. r7ME OF CONCENTRATTCN= .75 wQURS
INTERNAL HYDROSRAPH TlmE INCREMENr= .1OOn HOURg
PEAK TTME<HkS) PEAK DTSCHARSE<CFS) PE0K ELEVAT0N<FEET)
12,5* J3.16 (PUMUFF)
7�.32 1.�9 (RUNOFF)
TT�E{HRS) FTRS7 H�DROR7�R A POTNT = .O0 HONRS TTME INCR��NT = .20 HOURS DR&7NAGE AREA = .O3 SQ.MI.
B.0O 0ISCHG .00 .00 .00 .0� .03 .23 .JJ .44
0.00 DISCHG .57 .77 .R9 �.1O �.35 1.65 2.O7 7.5O �.2? 4.6O
1Z.O0 3ISCH� q.V9 19.B6 71.14 J2.77 76.|| 18.63 1J.67 10.56
�4.O0 DIS�� 6.1J �.5O 5.OJ 4.61 4.3U 4.C2 3.87 3.6� J,52 J.48
16.00 DISCHG 3.24 3.O8 7.98 2.90 7.77 2.56
1�.00 DISCHG �.69 1.6R �.65 �.5F L33 �.37
2O.V0 DTSCH8 1.39 {.3J 1.79 .75 Y.75 ].7O ].15 1.417 i.16
74.00 DTSCHR �.00 1.59 1.64 L{O .55 .29 .15 .O8 .O4
76.00 DISCHR
ROWUFF VOL�� �0V� RASFFL�W ` 3.57 WATF gS HED TNC�s, 62.25 CPS-HRS, 5.14 ACRE-FFET� 30SEFLOW = .00 C F S
DpERATIfl� RUNUFF CRDS5 5ECTT3W 2
DUTPUT HYDRQGRAPH= 2
ARFA= .03 SQ MT 7NPUT RUNOFF CURVE= 88,
TTME OF CONC�NTRATl��` .52 HOURG
TNT
,FRNAL HYDROSRAPH TTME TNCREMFMT= .0693 HOUR,c
PEAK TlME{HVS) PEAw AISCHARGE<CFS> PEAK ELE'VA 7IDN(FEFT)
12 7
24.22 2.48 <gUNDFF�
TTMF(HR�� FIRST RYBROGRAPH pOINT = .WO HUUR5 TTw� INCREMBNT = .2O 0DURS DRAINASF AREA = .O3 SQ.MI.
.�3 .18 .2* .-9
6.0O DISCHG .41 .45 .52 .6O .61 .65 .76 .87 L01
�.65 �.76 1.90 7.O7 .64 2.85 J.1O
10.O0 DIS�� 3.J9 3.67 c.06 �.55 5.O9 5.74 6,53 7.60 9.38 13.37
�7.�0 DTSCHG 77.�7 51.8� 60.96 45.34 27.97 .2O 17.%7 /O.55 8.74 7.4R
14.nO DISCHG 6.8� 6.J5 5.93 5.45
�6.00 DISCHG 3.88 J.71 3.64 3.5� J.27 2.93 2.47 2.36 �.O7
�8.O� DISCHP 7.0r, 7.OG �.8G 1.�� 1.77 �.64 1.74
7O.00 DISCHG �.69 1.56 1.55 |.50 1.53 1 40 L37 1.3P
?7.00 7 TS:If: 1.3J
TR'170 X'a OF-O'-91 17;70 'W C'.DFRL.V Uof'SRTN^ SOUTH WINDa"OR. o A' s
;, J
R F V 0 C 09 1 jR I COIN F
77
RIANFF " 7FONT SF F TSHM T I- Il 177
- A A w W U q_p "
!,ro1IWW AF ; l .
U7 OPFRATT^N RPSV^' S TR''Till.
JR.'
N P 11 T! lu Y";j R n R P A
MPU•T HYnRnSAPH:::
SURFAC"t
PEAK mr,(HRCJ D,T,S tr A R 07,F 14 C F'S 11 REAK FLFVA7TfqNfF-FT'j
t, rz01,
IT 'P,T
I -r --, ---- '07 Po,MT
AP
FIFF7 HYDRURAPH PrTNT
MF
4 'D ii DIT S C H G 0 1 1117 n4 nz 12
4
-1. 'in. 7":"7n. -1,7! q't 0i'-14 Ff-7,7 7,il.i�j F V,
Okl 32 -R r7l 110
I!r , 7 Il A 07Fv f P'" 1 O 71; t. oll, ;,73 "39
I-? nI c- C 7,
I I.
I ?r j�,7,-79 Fl,17 77 P7.4
R7, tip
; 3,24 177 1 7;
1 , 1 ,, .
'1,75 p, a,4 Sn'T 'Ile-1 ctCFI^71 6 11 C fl,
3 17,A3
C 7, 7,Rill R-4
00 FLU F4,54, 6 Ol
, " 41 1
t 7
7 1 1
JT�Ll, ), 1 , 4 ,It, I .0 Q 7�-7,1 7 9
R'7 15 FF 7. 40 1 IF F 7, 9 IM
6-1;7 C 7
T 1 #114 4 'on
.z " -7
10,3 5:
fr
F 6 9 1 193 1 41 S
P, '61
q
4,77 4.,11"
'1A n T 7-1 PH; -7,AR, A, 5.44 t C
F -7f a!4 4. f4 5
17
4 F,4- Q
t Fi
7 j'7
c-1 1 5'A 0 Fil,4p 44,
P-Z"0
1 7 -1 4 tip 4 4C."
47
'V
130
J 11 M
17
13"Ic 1.17i D H -t I
-Z c '7tC,7
Rl 7 Flll{
7
r,"'6 4 7: IT"Il 26 47 1
^I F.-Z,-i F--�
tj j, ., V, -7
7 R,7 85,
4,
4 1
:•i )7 7 4 6 Oc,
crPI
"Is 11)0 QWr, .08
Q,: c,
76
FV 4 7-1 F. c, 114
%
1%T 9nl-ll j-,C: A 11 4 A 7
it
t V
4
CH,P,
F7 1 7!FF e,
w V I.!, t'l
INMA F 7 "'U."Ir ABOVE RASFFl,,,,,W, 5,54 WA 731SHFDO •N C"ll S z CFE
`pin R
UP; 05-07-91 07:70
V
FY7!'!!T7VZ 7MNTDr,'.. -7
�'V, yF 5- - 3 7-2 RS D Y ��T� ��wWINSR R 1 E M AY
PAGE 11
SUMMAgY TABLE 1 - S�LECTFQ R�SULrS DF STANDARD AND E%ECV7TVE C�NTROL INSTRUCTl8NS Im T�E D�FR PERFORwFD
(A STAR(*> AFTER THF PEAK 0SCHARGF TIME AN" RAT" (CFS) VALDEl TN`TCATF" A FLAT TOP RYDROGRAp14
A Q VESTT8N mABK(r) �NDTCATES A HYDR0GRAPR WTTN pEAK AS iAST P TNT.}
SFCTION/ STAN"AR" RATN ANTE!' MAIN PREC7p}TATIDN PEAK DISCHARGE
STRUCTURF CONTROL DRAIN0^E TADLE M"TCT TIME ------------- OFF -------------------
T� OPERAT�UN AREA # CDN� TNCREM 8FGTN AM3UNT DUq0T7UN A�OUNT FLEVATTON 47MF RATE RATF
(Sm MT! /MR) (HR> {TN> /HR) (IN! [Fn (HR) (CFS} (CSw>
%S-CTION 1 RUNOFF ,033.2.5 74.00 .81 -- O.61 6.7u 2u9.7
XSFCTTUN 2 R3NMFF
STRUrTl!RF | R[SVUR .V3 3 7 .2O .0 3.15 24.00 1.97 85.33 12.99 7.R5 �80.5
tj
xSECTTOm � 9umOFr .O3 3 2 .20 .o 4.8o 7«.oV 1.9� --- 17.56 �7.J� 6«n.1
XSECTI0m 2 RUNDFF .03 3 7 .7O .O *.BO 74.00
5TRUCT�RF 1 RESV�R .u3 3 2 .�O .O *.RV 2u.O0 3.5O 86.5R 13.O9 1O.66 73N.6
�SECTIRN | RUNUFF .0J � 2 .2O .0 5.40 O 7.36 -- 12,55 21.7O 8O3.6
XSFC7ION 7 RUNOFF .OJ 3 7 .20 74.00 4.0R -- 17.�G q5,77 1634.7
STRUC��E | RB�OR .03 3 2 .3V .0 5.40 24.00 4.08 86.n3 13.�5 {\.2J 4�1.�
<S[CTION 1 R
OFF .OJ J ? .2O .O 6,90 Z4.0O 3.57
XSECTI0m 2 R0NOF- .O- 3 5.53 -- 12,77 61"7 729 .7
STRUCTU9F I R�SVOp .O3 3 5.54 87.R5 5 455.2
-5 407 m m A R y
P A F
--C P,7.1,
FUMMARY TAr�7,il,.,F 1j, t
1,—C) AT XSF'TTnNC AND
�"'TT5N 1 7• A I N A F
Irk"
'tfl-
C m i
fly
ni
T '-NU T
' .. 1
XCr^77ON
---------------!
A! 74 7.36
----------
ALTFRNAT' 4!Z.7-1 7
TOWN OF SOUTH WINDSOR ID :203-644-3781 MAY 11 '93 11 : 13 No .002 P .02
D
TOWN OF SOWN WINDSOR
. CYST
MAY 10 1993
RSQDIRED INMRKATION
SITE PI ANS South Windsor
planning & toning Commission
APPLICANT ��K 1� (.LCO .j.+t�G•
PROJECT NAME 1R51< 5 5-N\0,2 RS b O)cN11 AL.
This checklist must be signed by plan preparer P.S. /L.S. ) declaring
that all required information is provided. Items 1-7 are required for
all appicationsf items 8-11 required where appropriate.
Check mark for each item supplies.
-� 1 . on each sheet for plans or maps, title block with the
following informations
a. Name, address and telephone of applicant.
✓ b. Name, address and telephone number of Land Surveyor or
Professional Engineer.
c. Name of Development.
✓ d. Date when drawings were made.
2. Key Maps 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.
a. Data block which gives needed zoning information such
.as. percentage of lot coverage, acreage of tract,
number `of. apartment units,- parking requirements, etc.
b. Layout of buildings
c. Layout of streets and parking.
d. Lines indicating proposed drainage system with
direction arrows.
e. Lines indicating- sanitary sewer system with direction
arrow0.
f . Names of surrounding property owners .
g.. Proposed open spaces and recreation areas.
h. Driveway cuts on surrounding properties.
TOWN- OF SOUTH WINDSOR ID :203-644-3781 MAY 11 ,93 11 : 14 No .002 P .03
✓ 3 , Architectural Elevations: Plans of the proposed buildings
drawn to a scale of 1 8" s 1 ' - 0" showing the elevations
of all sides of the proposed buildings in sufficient
detail to ,show architectural styling.
Architect's seal on elevations for buildings in excess of
5000 square feet (per CGS Chapter 390) .
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:
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. Proposed streets and street lines with center line -
stations, curve data, and parking spaces .
C. Building lines in accordance with zoning regulations.
ell' d. Proposed buildings and other structures, including
signs, outside lighting, and dumpsters (on concrete
pad and screened)
e. Easements, noting grantors, grantees, and ,purpose.
f. Names of abutting property owners .
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,
_._. / h. All open space or other common or public land uses
shall be indicated.
i. A-2 certification; P.E./L.S. Seal.
5 . Topographic Mns A map drawn to a scale of 1 inch to 40
feet on sheets not exceeding 24 inches by 36 inches,
including ruled margins shal•1 in addition to the
requirements of the plot plans show the following:.
a. All existing and proposed buildings.
b. Curb lines and pavement width, sidewalks.
TOWN- OF SOUTH WINDSOR ID :203-644-3781 MAY 11 '93 11 : 14 No .002 P .04
V c. Existing and proposed sanitary sewers .
`J d. Existingand p q
proposed water and as main systems'.
e. Present wooded area indicated by foliage lines.
Any individual trees to be saved should be shown.
f�• Existing and
proposed contours shall be shown in not
lees than two-foot intervals, but in cases of
relatively level land, the contours shall be one'-foot
intervals and spot elevations .
. Regulated wetlands and 100- ear f lood
g g y plain or note
that none are present.
✓ h. Proposed storm drainage system, showing all catch
basins, endwalle, 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.
__..� k. A-2 Certification; P.E./L.S, Seal.
6. Landscaping plan.
7 . Drainage calculations - Zero Runoff Increase per attached
gu alines.
8. Traffic report,
9. Plans and Profiles: A plan and profile of the proposed
streets drawn on lan/ rofile p p paper of scales 1 inch to 40
feet horizontally, and 1 inch to 4 feet vertically on
sheets not exceeding 24 inches by 36 inches, including
ruled margins and containing the following:
a. Layout of streets in sections coordinated by stations
with the profile.
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.
9. Profile will show all catch basins and all drainage
lines between catch basins with all invert and top of
frame elevations. Drainage lines will be shown and
TOWN-OF SOUTH WINDSOR ID :203-644-3781 MAY 11 '93 11 : 15 No .002 P .05
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 these 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 . Sanitaa Reps: 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 report 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.
. c. Subsurface conditions a.s 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 test$ shown
on proposed layout.
h. Flood heights of any nearby streams, brooks, or
rivers.
TOWN.-OF SOUTH WINDSOR ID :203-644-3781 MAY 11 ,93 11 : 15 No .002 P .06
is Test results and engineering evaluation per Section
4. 13 .5 .
All information required above is included in this application at the
time of submission.
PLAN EPAR P.VE. DATE ,
November, 1987
PLANNING_DEPARTl�NT
t IN-HOUSE REFERRAL FORM
TO: Jean Z rig
en,
en, Karl Reichle, Michael Gantick, Mel Stead,
e S aw, gt. Gerald Lewis, Fire Marshall Lanning, James
FROM: Marcia A. Banach, Director of Planning
The Planning & Engineerin Departments have received plans for the
following project: # 3- /611r°
Zone RC - Acreage 3. (o /
Subdivision Site Plan Residential _
No. of Lots(Unit cab
Commercial Industrial
Location: ti7 shct3�' ; sj ,
� p
Project Description: ,., (��.t �.g. �.�^r��.��, l�_h �l.�Ar_-C
Future Town-owned property involved? Yes No4-
(a) new streets (existing frontage also)
(b) new open space/recreation area
.active passive
(c) new detention area
Planning Department comments
Please let me know by r 6'h �f�I if you will have comments
on this application so that I can follow up with your department when
I do a Planning Department report.
v�
C,d1�.`V,,,w•- ,- ,S.�,a e,A. t^3 3 i /' , �1,,Wt,,, �� ���u,,•�-'I
ctA., / t> 4:
,'�-
. V
PLANNING DEPARTMENT
IN—HOUSE REFERRAL FORM
TO: Jean Zurbrigen, Karl Reichle, Michael Gantick, Mel Stead,
F aw, Sgt. Gerald Lewis, Fire Marshall Lanning, James
Snow
FROM: Marcia A. Banach, Director of Planning
The Planning & Engineering, Departments have received plans for the
following project: # levy
Zone �'_ Acreage 3. (o t
Subdivision Site Plan_ Residential_
No. of Lots Unit 90
Commercial Industrial
Location.: Y J i, �~ -
` 1J
Project Description:
Future Town-owned property involved? Yes No4
(a) new streets (existing frontage also)
(b) new open space/recreation area
.active passive
(c) new detention area
Planning Department comments
Please let me know by P# On (P/ 11 if you will have comments
on this app 'cation so that I can follow up with your department when
I do a Plan 'ng Depar ent report.
i qb
PLANNING DEPARTMENT
IN-HOUSE REFERRAL FORM
TO: Jean Zurbrigen, Karl Re' le, Michael Gantick, Mel Stead,
Fred Shaw, Sgt. a d Lewi Fire Marshall Lanning, James
Snow
FROM: Marcia A. Banach, Director of Planning
The Planning & Engineerin Departments have received plans for the
following project: #
Zone ';' Acreage 3. (o /
Subdivision Site Plan_ Residential_
No. of Lots(Unit c1 b
Commercial Industrial
Location:�jjLk? SkQr-W)W�,A4 �^
Project DescriptionOr
Future Town-owned property involved? Yes No4
(a) new streets (existing frontage also) .
(b) new open space/recreation area
.active passive
(c) new detention. &rpa.-..
Planning Dq rtm nt omments
C
Please let vb �//I if you will have comments
on this application so that I can follow up with your department when
I do a Planning Department report.
IMPORTANT`M SAGE
cQ�
A.M.
DATE TIME 7 P.M.
WHILE YOU WERE UT
of/ OF 1=4--C�
PHONE �j - � .
Area Code
Nye Extension
Gam/✓ 7-0 lvel4 FAX
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TELEPHONED �/ PLEASE CALL
WAS IN TO SEE YOU RETURNED YOUR CALL
.. WANTS TO SEE YOU WILL CALL AGAIN
/ 7 ���/ WILL FAX YOU URGENT
leer _ .r-
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Memo to JCI
From DTE
6-26-92
Re: Town Center AsBuilt 88-36 ------1751 Ellington Road
I inspected the entire site and essentially, the four buildings,
are being occupied by tenants, they are conducting business with
the public and with the exception of starting of construction of
the remaining buildings or the wearing surface on the driveways
and parking areas, I would consider the Engineering Department
concerns with respect to the entire site, have been done. With
the application of the finish pavement, I believe that the site
would be safe and consistent with the Planning and Zoning
approval. If and when, a new building is proposed, it could be
built without an adverse impact on the rest of the site.
I believe that it would be in the best interest of the Town, Mr.
Kelley and the `Town Center, a Condominium' , (Vol. 575, Pg. 536 ) ,
that the balance of the site work be completed, this paving
season.
It should be noted that they have occupied #1751 since Nov. `91 .
I have the following observations:
1 . The pavement is binder course, only. The site still needs
the 1 1/2" wearing surface.
2 . The map references are incomplete and inappropriate. A
`Class D' plan is not acceptable. The changes to the site
and the area, since the 1986 submission, should be current
and reflected on this drawing. The 60' error in the
boundary is still being shown. With an A-2, set the corners
3. Show street addresses on the plan.
4 . List and show all the variances and change orders.
5 . Indicate that there is a cross travel agreement with the
Terry Office Park. Volume and Page.
6 . Will need Planning Dept. input and approval.
7 . I have not compared the As-Built elevations with the
proposed, at this time. pAIx7v7- /s 5 �'�'v- .
To assure that the finish pavement will be applied in a timely
manner, a bond whould be submitted.
SO+M SC44
LETTER OF TRANSMITTAL
C �
4�hOSOR.CQ��
PLANNING DEPARTMENT
TOWN OF SOUTH WINDSOR
1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 DATE 17 -Q
13
( 203) 644-2511
TO•
ECF'V1-
A� �
JUN 1 3 1993 Do
Town of South Windsor 4
Engineering
Dept.
� s
WE ARE SENDING YOU: efvl K
P & Z initial plans Drainage comps
P & Z final plans Bond estimate requests
Inland Wetlands plans Bond reduction requests
Final plans for filing Change order form
Other CAyww4.A ° Correspondence
Copies Appl. No. Pro ect
THESE ARE TRANSMITTED as checked below:
V/ For review and comment For your file
For your use Returned with revisions
As requested
Other
PLEASE RETURN/COMMENT BY:
COMMENTS:
From:
Copy to:
s' � .
RESPONSE TO COMMENTS
BY JUN 171993#
FUSS & O'NEILL
South Windsor
p1ming & toning Commisa 1
PROJECT: Senior Residence Housing at the Town Shopping Center
N
DATE OF arZ
RESPONSE: June 17, 1993
3
CONVvIENTS 1 5 jgg3
MADE BY: Michele Like, Asst. Planner/Analyst Dated 5/27/93 6 Town of South W;a�ret
Eivineei ing 4
Dept.
----------------------------------------------------------------------------------------- - --------------
Comment # Response
PLOT PLAN
1. The map does conform to the standards of an A-2 survey in accordance with
the "Recommended Standards for Surveys and Maps in the State of
Connecticut".
2. There are no existing monuments or pins within this region of mapping,
therefore none were shown.
3. The abutters names have been updated on the revised drawings.
4. The housing does front on a street. The designated SRD line is neither a
boundary line nor a zone line, it is designated only to allow computations to
assure zoning compliance. Because of this the site does have frontage on
both Ellington Road and Buckland Road.
TOPOGRAPHIC MAP
1. The existing topography has been updated based on field survey information.
Minor changes have occurred because of the addition of the roof leader drainage
swale which was added to the site. There is no significant change to the site plan
due to this change.
2. CB's have been labeled with letters which correspond to the drainage calculations
provided.
3. The source of the existing 15" pipe is that it is a collector line from the roof
headers. The volume of the flow has been accounted for in the drainage
calculation provided.
85489\A1\SJA0611A.wp
Corres.
Y
RESPONSE TO COMMENTS
JUKE 171, 1993
PAGE 2
4. Existing and proposed pipe designations have been added to the legend to clarify
which pipes are existing and proposed.
5. The roof leaders will discharge to standard residential splash pads.
6. The houses will be slab on grade, i.e. no basements.
7. New pavement areas have been shaded on the plan for clarity.
8. The sanitary sewer system has been added to this sheet.
UTILITY PLAN
1. The sanitary sewer line has been relocated from under the building slab.
2. The units will have separate lateral connections. See the utility plan, sheet 4, for revised
system.
DETAILS (Sheet 7)
1. Item 6 of the construction schedule does address the stockpiling of the material from the
detention pond. The sequencing has been expanded upon. See sheet 7 for revised
sequencing.
2. See item 1.
DETAILS (Sheet 9)
1. The outside drop inlet has been removed.
KEY MAP:
1. Property owners within 500 feet of the development have been added to the Key Map.
2. Curb cuts of surrounding properties have been added to the Key Map.
3. The data block on the cover sheet has been updated as to the effect this development has
on the requirements of the RC zone.
85489\A1\SJA0611A.wp
Correa.
RESPONSE TO COMMENTS
JUNE 17, 1993
PAGE 3
GENERAL COMMENTS
1. A sign is proposed for the development and its proposed location has been added to the
plot plan, sheet 2. The sign will conform to regulation 4.1.12.o.
2. A note has been added on Sheet 3, Topographic Map, stating that he site is not within
a 100 year flood plain region.
3. The existing treeline has been added to the topographic plan, sheet 3 as requested.
4. The proposed weeping willow trees in the detention pond area have been removed as
requested.
5. Proposed screening has been added around the existing dumpster locations. See sheet
5 for locations.
85489\A1\SJA0611A.wp
Corres.
Memo to JCI
From DTE
6-21-93
Re: Town Shopping Center - SRD - Site Development Plans
93-14P
I have read the F & 0, 6-17-93, response to Michele's comments
about the plans submitted to the Town for the proposed Senior
Residential Devevelopent at the Town Shopping Center and have
some concern about their comments about the Plot Plan.
It appears that whomever from F & 0 that responded to Michele's
list is not very well versed in the Standards of the Profession,
the ' 1984 Recommended Standards for Surveys and Maps in the State
of Connecticut' , under which this plan is indicated prepared by,
Section 8 . 1. 2 . 3 of the South Windsor Zoning Regulations nor item
#4 of the TSW Checklist, Required Information Site Plans .
Neither the Plot Plan nor the response is acceptable.
In the 1984 Code, a Class A-2 Survey is a survey of moderate
accuracy where the horizontal and angular closure of the field
survey are within the indicated minimum standards and from this
field survey, a boundary map is prepared to those standards .
All monuments, set, found or not found, shall be shown and
adequately described, with discrepancies noted. When reference
monumentation has been used, the geometric relationship of
the reference monuments to the actual boundary shall be noted.
Peremeter distances shall be shown to the nearest hundredth of
a foot. All directions shall be shown to the nearest ten sec-
onds of arc for A-2 surveys . Directions shall be shown by
bearings and/or angles -----
On the filed Plot Plan for the Town Shopping Center, by F&O,
dated, 12-15-86, Revised to 3-1-88, Sheet SD 2, Town Clerk's map
1926B, not certified, bearings, distances and existing bounds
along the 'Clark Corner's property are shown.
On the boundary plan for 'Clark Corners' drawings, by F&O, dated
8-30-88, Revised to 12-5-88, sheet 2 of 10, Certified, but not
signed, show the abutting `Town Center' bearings and distances
and existing bounds . From this drawing, one of the bounds, a B.S .
is tipped, one of the distances is different, from the previous
plan by 10 . 06 feet, the MDC coordinates given are consistent with
that of the SRD drawing but there is an approximate 10 degree
deviation in the bearings given on the Clark Corners drawing and
the ones for Town Center. Theoretically both are by TSW Standards
and are on the same datum.
Page 2 . 93-14P Town Shopping Center SRD
6-21-93
On the filed plan of Schedule A-3 to Declaration of Town Center
Condominium, by F&O, dated 9-26-89, sheet 1 of 2, certified A-2,
Town Clerks map 2033A, there is an area designated as, NEED NOT
BE BUILT, etc. , which is a closed figure and scales about 3 . 8
acres, similar to the the 3 . 81 acre SRD figure. One could presume
that this is the parcel proposed in the application, but the
owner appears to be `Town Center Condominium' , not the Richard S.
Kelley as indicated on this application.
Section 8 . 1 . 2. 3 .a of the TSW Zoning Regulations requirements for
a Site Development Plot Plan calls for, ` Distance and bearings
of all boundary lines and acreage of site. The Plot Plan, Sheet
2 of 10, indicates that the acreage of the site is 21.43 acres
and the the acreage of the SRD is 3. 81 acres . The distances nor
the bearings of the overall site or the SRD are not given. The
plan submitted is not in compliance with this minimum require-
ment'
The TSW Checklist of Required Information, Site Plans, dated 11-
87, which does not appear to have been revised. I believe that it
was created to assist the preparer of the plans, the applicant
and the staff with the same ground rules, from which their plans
can be reviewed. In this list under # 4 . Plot Plan, the first
requirement, 'Distances and bearings of all boundary lines and
acreage of site' . The plan submitted is not in compliance with
this requirement.
I can only reaffirm, that the response, dated 6-17-93 and the
plan, dated 5-10-03, Revised to 6-16-93, are not acceptable and ,
do not meet the minimum standards for an A-2 Survey plan or the
TSW standards . By their own plans, there are existing monuments
and pins . The 3 . 81 acre parcel should be a closed figure and the
appropriate bounds should be set, as a part of the approval, if
granted.
The deviation in the bearings has to be resolved. According to
TSW standards, dated 1987, there shouldn't be a ten degree
discrepancy, certainly not by the same Consulting Engineer.
There should be a clarification of the ownership of the property.
The latest plan on file would imply that the Condo Group should
have some place in the process .
In the response from F&O, the Plot Plan Item #4, it is not clear
how the SRD line is neither a boundary line nor a zone line. What
are the limits of the 3 . 81 acre parcel within the 21 .43 acre Town
Center property? How are the buffering and building limits
established? It certainly appears that the SRD area does not have
Page 3 . 93-14P Town Shopping Center SRD
6-21-93
direct access to a public street. There will have to be some
documentation and location of unlimited residential activity
access across the Condo' s land to both Buckland and Ellington
Roads .
Item 4 .e. in the Site Plan Checklist, easements, the Plot Plan
for the SRD, fails to show the 4 1000 gallon underground Propane
tanks encroachment into the apparent SRD area. Nor does it show
the items on Sheet 4 of 10, Utility Plan that appear to encroach.
With the introduction of a residential area in the proximity of
these tanks, I believe that some place in the plans, they should
show some security measures around the tanks .
This plan does not show the encroachment of the dumpsters for the
Shopping Center into the SRD area. They are shown on the Land-
scaping Plan, Sheet 5 of 10 .
The Map Reference: Record Drawing of Town Shopping Center, Dated
2-27-89 , Rev. to 1-8-92, is not in our files nor was not
submitted as supporting documentation. This has been required, in
the past. There was a plan submitted for a C. of 0. for 1751
Ellington Road on 10-08-91 which was denied on 10-09-91 . Nothing
has been resubmitted. This plan is also a 'Record Drawing' , Sheet
2 of 2, dated 2-26-89, rev. to 10-07-91 . This information appears
to be available, just requires the printing.
With the respect to the Topographic Map, the TSW has asked for
verification of the capacity of a couple of detention areas . Two
of them were undersized. requiring reworking. This is not to
imply that the one for Shopping Center wasn't constructed as
proposed but a verification, based on a field survey, by the
Consultant, would be helpful. I would prefer l ' contours and
sufficient spot shots .
On the Landscape Plan, Sheet 5 of 10, the Typical Section -
Buffer, assuming that the eye ball is at elevation 96,
( 90 . 83 FF + 5 . 2) and an elevation 92 . 2, (Town Shopping Sheet
SD 2 ) amd some clearance over the car, say 5 feet, this would
project a top of berm at an elevation of 96+. The plans do not
reflect this . This plan also does not provide for storm water
management along the edge of pavement and the berm.
Section 4 . 1 . 12 .t. Application procedure. The commission shall
determine whether or not the application is complete. Incomplete
applications may be removed from the agenda and returned to the
applicant without further action. It would be my recommendation
that the submittal is incomplete, that there is too much inform-
ation lacking.
M E M O R A N D U M
June 4, 1993
TO: Marcia A. Banach, Director of Pl ning
FROM: Jerry C. Iazzetta, Town Engineer
RE: RSK - Senior Residential Housing -14P
We have reviewed the drawings dated 5-11-93 and the drainage
calculations dated 5-6-93 and have the following comments:
Plot Plan
1 . The survey does not comply with the standards of an A-2
survey.
2 . Iron pins, monuments, etc. should be identified.
3 . Names of some abutters are not current.
4 . Housing does not front on a street. Only access is via
shopping center driveway.
Topographic Map
1 . Existing topography does not appear to reflect the existing
conditions . Please have applicant verify.
2 . Catch basins should be identified consistent with labeling
shown in Drainage Calculations .
3 . An existing 15" pipe is shown connecting into the new storm
drainage system. Where does this pipe come from?
4 . Are the pipes shown at the north end of the detention basin
existing? If so they should be so labeled.
5 . What is disposition of roof leaders?
6 . Will houses have basements? If so, footing drains will be
required.
7 . New pavement should be identified.
8 . Sanitary sewer should be shown on this sheet.
Utility Plan
1 . Sanitary sewer is shown as going under building 8 . This
should be revised.
2 . Do each of the units have a separate lateral connection? If
so, they should be shown.
Details (Sheet 7 )
1 . Construction schedule does not address detention basin
construction. The detention basin should be built and
stabilized first.
2 . Schedule indicates that building construction starts prior to
drainage system. This should be reversed.
Details (Sheet. 9 ) _
1 . An outside drop .inlet is shown on this sheet. Where is this
drop inlet to be installed?
JCl/jsv
TOWN CENTER SENIOR RESIDENCE DEVELOPMENT
Key Map
x. Property owners within 500 feet must be identified.
Curb cuts of surrounding properties must be shown.
3 . Data block must address the effect this development has on
the requirements of the RC zoning, e.g impervious coverge,
building coverage.
General Comments
la Is there any sign proposed for this development?
/2: A note should be added regarding the presence/absence of
100 year floodplain.
Existing tree line must be shown on the topographic plan.
Will any of these trees be saved? If so, significant trees
should be identified on the plan and flagged in the field.
No trees should be planted in the detention basin area.
,8": Existing dumpster locations are not screened. Proposed
screening should be shown on these plans .
WPCA Comments
What is the concept for this development? Will the units be
individually owned, or will there be a single owner? Will Town
be requested to provide residential refuse and recycling services
(like Flax Hill) ? If yes, Town will require execution of hold
harmless and permission to enter forms .
Sanitary sewer: WPCA approval is not required; will require
satisfaction of Community System 'P.A. 81-331 (copy Attached) ;
owner must pay additional sewer connection charge for incremental
increase in amount of developed acreage. Each unit should have
separate connection to 6" pipe. No pipe should be constructed
under a building.
• MAY 21 1993
TOWN CLERK
LEGAL NOTICE
TO BE PUBLISHED IN THE
JOURNAL INQUIRER
THURSDAY, MAY 27 , 1993 AND THURSDAY, JUNE 3, 1993
SOUTH WINDSOR - PLANNING & ZONING COMMISSION
Notice is hereby given that there will be a public hearing on
Tuesday, June 8, 1993 at 8:00 p.m. in the Council Chambers of the
South Windsor Town Hall to consider the following:
1 . Appl . #93-14P, Town Center SRD, RSK-Kellco, Inc. , - Special
Exception to Article 5 . 1 . 2 . 9 .2 of the Zoning Regulations and Site
Plan of Development to create a 20 unit Senior Residence
Development on property located south of the Bank of South
Windsor, south of Ellington Rd, RC zone
2 . Appl . #93-15P, Green Acres Realty - Zone Change of 9 . 69 acres and
General Plan of Development to create a 17 unit Designed
Residence development to be known as Green Acres on property
located on the north side of Strong Road, east of Route 5, RR
zone
Copies of the applications are on file in the office of the Town
Clerk and/or the Planning Department. At this hearing, interested
persons may appear and be heard, and written recommendations will be
received.
Louise Evans, Chairman
w
TOWN CENTER SENIOR HOUSING
1 . Application for a special exception to article 4==t::T-B and
site plan to construct a 20 u it senior residence
development on a 3 . 8 acre of property located on the
southerly side of Ellington Road, immediately south of the
Bank of South Windsor, RC zone. This is the second
application of its type since this regulation was adopted
on 11/6/92 . Previously, the Commission approved 14 units
in Wyndemere Court development on Nevers Road.
This site is currently surrounded by town shopping center..,
residential property to the
south. A sidewalk will be extended from the bank site into
the senior development.
2 . The proposed density for this project is 8 unit/acre. Ten
units per buildable acre are allowed with a max. of 20 per
site. Impervious coverage proposed is 20%; •60% allowed.
The applicant has provided 1 1/2 parking spaces per unit as
required. It appears that all other zoning requirements
have been met, with the exception of storage, for which a
variance was granted Fyn V13)93
It should be noted that the Town Shopping Center site is
one large property. Where buildings have separate
ownership, it is'condominium form of ownership. No
individual building has individual lot frontage which is
exclusive to that building. For example, the bank building
does not have an individual 150, frontage, the retail
building itself does not have an individual 150, frontage,
etc. This is identical to other multiple-building
commercial sites, where each site needs only to satisfy the
150' minimum lot frontage requirement once regardless of
how many buildings are on the site. The significance of
this is that the Commission has indicated in past
discussions regarding the SRD that there must be lot
frontage equivalent to two separate frontage requirements
for mixed use SRD and commercial. Town Shopping Center has
total lot frontage considerably in excess of 3001 , which is
double the lot frontage requirement in the RC zone (almost
1000, along Ellington Road) .
3 . The SRD requires a 50, front yard and 10 , side & rear
yards, plus applicable buffer (in this case, 501 ) . The
regulations do allow PZiC the discretion of having combined
buffers and yards, provided the combined yards and buffers
are no less than 251 , that site conditions support such,
and large trees are saved or planted within the buffer (6"
caliper on deciduous trees, 15' height for evergreen
trees) . In this case, the applicant has combined the
buffers with the side yards . They have maintained a 25,
combined buffer/yard on the west side of the development,
and a 50F combined buffer/yard on the east and south sides .
The front yard has the detention basin with very little
land area available between the Bank of South Windsor and
the detention pond. Thus, it appears that the requirement
for larger than normal trees would apply to the requested
combined buffers & yards . Our main concern is the area
between the back of the shopping center and the senior
development.
3 . The site will be serviced by public water and town sewers .
Fred Shaw, Sup't of WPC has
inquired into whether the units will be individually owned,
or will there be a single owner? Will Town be requested to
provide residential refuse and recycling services (like
Flax Hill) ? If yes, Town will require execution of hold
harmless and permission to enter forms .
Sanitary sewer: WPCA approval is not required; will
require satisfaction of', Community System P.A. 81-331 (copy
Attached) ; owner must pay additional sewer connection
charge for incremental increase in amount of developed
acreage. Each unit should have separate connection to 6"
pipe. No pipe should be constructed under a building.
4 . There are regulated wetlands on the site and this project
does involve some work within the regulated wetlands . The
wetlands Commission will be hearing this application on
6/14/93 .
6 . The landscaping proposed includes a berm between the
shopping center and senior residence area. Also, there is
existing vegetation in the areas of the proposed units .
The plan does not indicate the correct tree line. Will any
of these trees be saved? If so, a note should be added to
the plans that any trees to be saved will be flagged in the
field and inspected by the town.
7 . The architecture for the buildings include three L-shaped
buildings . Units range from 690 sq ft to 900 sq ft.
There arte no basemnts or garages proposed. Each unit will
have 60 sq ft of storage within the unit. The- ap
rage
within_th
Architecture & Design Review (Board will be reviewing this project
on Thursday, June 10 - we would ask that the public hearing be
held open specifically for their comments .
In reviewing thig Applicati= the commission should refer to the
special exception criteria lusted in section 4 . 1 . 1 . 2 d to
determine if this use is appropriate for this site.
If this application is approved, the planning department requests
y
the following modifications:
Key MAP
1 . Property owners within 1,500 feet must be identified.
2 . Curb cuts of surrounding properties must be shown.
3 . Data block must addressthe effect this development has on
the requirements of the',, RC zoning, e.g impervious coverge,
building coverage.
General Comments
1 . Is there any sign proposed for this development?
2 . A note should be added ;regarding the presence/absence of
100 year floodplain.
3 . Existing tree line mustlbe shown on the topographic plan.
Will any of these treesll be saved? If so, significant trees
should be identified on, the plan and flagged in the field.
4 . No trees should be u d plan ed in the detention basin area.
Existing d ste locations are not screened. Proposed
5 Exi ing ump r � p
screening should be shown on these plans .
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RESPONSE TO COMMENTS JUN 171"3 ISO
BY
FUSS'& O'NELL South Windsor
Planning & zoning Commissiol
PROJECT: Senior Residence Housing at the Town Shopping Center
DATE OF
RESPONSE: June 17, 1993
COMMENTS
MADE BY: Michele Like, Asst. Planner/Analyst Dated 5/27/93
-----------------------------------------------------------------------------------------------------------------
Comment # Response
PLOT PLAN
1. The map does conform to the standards of an A-2 survey in accordance with
the "Recommended Standards for Surveys and Maps in the State of
Connecticut".
2. There are no existing monuments or pins within this region of mapping,
therefore none were shown.
3. The abutters names have been updated on the revised drawings.
4. The housing does front on a street. The designated SRD line is neither a
boundary line nor a zone ine, it is designated only to allow computations to
assure zoning compliance Because of this the site does have frontage on
both Ellington Road and uckland Road.
TOPOGRAPHIC MAP
1. The existing topography has been updated based on field survey information.
Minor changes have occurred because of the addition of the roof leader drainage
swale which was added to the site. There is no significant change to the site plan
due to this change.
2. CB's have been labeled with letters which correspond to the drainage calculations
provided.
3. The source of the existing 15' pipe is that it is a collector line from the roof
headers. The volume of the flow has been accounted for in the drainage
calculation provided.
85589\A1\SJA0611A.wp
Corres.
r
RESPONSE TO COMMENTS
JUKE 17, 1993
PAGE 2
4. Existing and proposed pipe des gnations have been added to the legend to clarify
which pipes are existing and proposed.
5. The roof leaders will discharge to standard residential splash pads.
6. The houses will be slab on grade, i.e. no basements.
7. New pavement areas have been shaded on the plan for clarity.
8. The sanitary sewer system has been added to this sheet.
UTILITY PLAN
1. The sanitary sewer line has been relocated from under the building slab.
2. The units will have separate lateral connections. See the utility plan, sheet 4, for revised
system.
DETAILS (Sheet 7)
1. Item 6 of the construction schedule does address the stockpiling of the material from the
detention pond. The sequencing has been expanded upon. See sheet 7 for revised
sequencing.
2. See item 1.
DETAILS (Sheet 9)
1. The outside drop inlet has been removed.
KEY MAP:
1. Property owners within 500 feet of the development have been added to the Key Map.
2. Curb cuts of surrounding properties bave been added to the Key Map.
3. The data block on the cover sheet has been updated as to the effect this development has
on the requirements of the RC zone.
85489\A1\SJA0611A.wp
Correa.
}
RESPONSE TO COMMENTS
NNE 17, 1993
PAGE 3
GENERAL, COMMENTS
1. A sign is proposed for the developm Int and its proposed location has been added to the
plot plan, sheet 2. The sign will conform to regulation 4.1.12.o.
2. A note has been added on Sheet 3, Topographic Map, stating that he site is not within
a 100 year flood plain region.
3. The existing treeline has been added to the topographic plan, sheet 3 as requested.
4. The proposed weeping willow trees in the detention pond area have been removed as
requested.
m r locations. a
5. Proposed screening has been added .round the existing du pste See sheet
5 for locations.
i
85489\A1\SJA0611A.wp
Correa.
O �
C V
1540 SULLIVAN 1kVENUE • SOUTH WINDSOR. CONN. 06074
SOR•CON
AREA CODE 203 644-2511
June 22, - 1993
CERTIFIED MAIL
Richard S. Kelley
RSK-Kellco, Inc.
1744 Ellington Road
South Windsor, CT 06074
Dear Mr. Kelley:
Re: Application #93-14P, Town Center SRD
At the June 21, 1993 regular meeting of the South Windsor Inland
Wetlands Agency/Conservation Commission, the approval motion for
this application did not carry and the motion failed.
You may, at your convenience, reapply to the Commission with
additional information and/or changes .
Very truly yours,
El' abeth A. Warren, Chairman
Inland Wetlands Agency/
Conservation Commission
EAW/pmm
cc: Planning & Zonin Commission
Town Engineer ,
M E M O R A N D U M
June 24, 1993
TO: Marcia A. Banach, Director of Pl Vning
FROM: Jerry C. Iazzetta, Town Engineer
RE: RSK - Senior Residential Housing 9 -14P
We have reviewed the drawings dated 5-11-93 and the drainage
calculations dated 5-6-93 and have the following comments:
Plot Plan
1 . The survey does not comply with the standards of an A-2
survey.
2 . Iron pins, monuments, etc . should be identified.
Names of some abutters are not current.
Housing does not front on a street. Only access is via
shopping center driveway.
Topographic Map
1 . Existing topography does not appear to reflect the existing
conditions . Please have applicant verify.
2 . Catch basins should be identified consistent with labeling
shown in Drainage Calculations .
3 . An existing 15" pipe is shown connecting into the new storm
drainage system. Where does this pipe come from?
4 . Are the pipes shown at the north end of the detention basin
existing? If so they should be so labeled.
5 . What is disposition of ro f leaders?
Will houses have baseme ts? If so, footing drains will be
required.
7 . New pavement should be identified.
8 . Sanitary sewer should be hown on this sheet.
Utility Plan
1 . Sanitary sewer is shown as going under building 8 . This
should be revised.
2 . Do each of the units have a separate lateral connection? If
so, they should be shown.
Details (Sheet 7 )
1 . Construction schedule does not address detention basin
construction. The detention basin should be built and
stabilized first.
2 . Schedule indicates that b ilding construction starts prior to
drainage system. This sh uld be reversed.
Details (Sheet. 9 )
1 . An outside drop inlet is shown on this sheet. Where is this
drop inlet to be installed?
JCl/ 'Jsv
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R5K�KE: INC.
• Developers 1744 Ellington Road
• Builders
• Property South Windsor, CT 06074
Managers Tel: 203-644-8761 / 644-8140
Fax: 203-644-5650
i
i
July 21, 1993
i
i
I
Louise Evans, Chairman
Planning and Zoning Commission
1540 Sullivan Avenue
South Windsor, CT 06074
RE: Application 93-14P Senior Residence at Town Center
Per a request from the Planningll Department, we hereby grant the
Town of S uth Windsor Planning and Zoning Commission an extension
of sixty (60) days in which to Oct on the above application.
Yours truly,
I
Ick
Richard S. Ke ley
President
23 W
South Windsor
Planning .& toni"S ConupissioR
We Build Our Reputation
LETTER OF !TRANSMITTAL
PLANNING DEPARTMENT
TOWN OF SOUTH WINDSOR
1540 SULLIVAN AVENUE
SOUTH WINDSOR CT 06074 1?�
( 203) 644-2511 DATE
193
TO:
WE ARE SENDING YOU:
initial Z&P plans Drainage comps
P & Z final plans Bond estimate requests
Inland Wetlands plans Bond reduction requests
Final plans for filing Change order form
Other Correspondence
Co 1es Appl. No. 1Proiect
THESE ARE TRANSMITTED as checked below:
For review and comment For your file
For your use Returned with revisions
As requested-
Other
8
PLEASE RETURN/COMMENT BY: �2
VC
COMMENTS: l JUL 2 9 1993
Town of South Windsor
--bill 1�111jg
IMOL
Copy to: From:
MEMORANDUM
July 30, 1993
. TO: Marcia A. Banach, Director of PlaNin
g
FROM: Jerry C. Iazzetta, Town Engineer
RE: RSK - Senior Residential dousing ZP
We have reviewed the revised drawings dated July 26, 1993 for the
proposed RSK Senior Residential Housing and have the following
comments:
Plot Plan
1 . Iron Pins and monuments should be shown along the property line.
2 . Five points are shown monumented. The location of these points
are "loosely defined. Plan should show what is in place (iron
pipe, monument, etc. ) and exactly where they are.
3 . One of the SRD defining lines should be coordinated either on the
westerly or southerly property lines .
4 . Four units are shown within the buffer area.
Topographic Map
1 . Existing propane tanks are shown within SRD area.
2 . Side slopes for additional detention basin are shown at 2:1 .
Maximum slopes should be 3:1.
3 . Drawing should state:
a. Disposition of Roof Drainage
b. All buildings will be slab on grade only.
Details - Sheet 7
1 . Construction schedule should show that drainage and sanitary sewer
to be installed before beginning first building.
JCl/jsv
MEMORANDUM
July 30, 1993
. TO: Marcia A. Banach, Director of Plan ing
FROM: Jerry C. Iazzetta, Town Engineer
RE: RSK - Senior Residential Housing - 3- 4P
We have reviewed the revised drawings dated July 26, 1993 for the
proposed RSK Senior Residential Housing and have the following
comments :
Plot Plan
1 . Iron Pins and monuments should be shown along the property line.
2 . Five points are shown monumented. The location of these points
are loosely defined. Plan should show what is in place (iron
pipe, monument, etc. ) and exactly where they are.
3 . One of the SRD defining lines should be coordinated either on the
westerly or southerly property lines .
4 . Four units are shown within the buffer area.
Topographic Map
1 . Existing propane tanks are shown within SRD area.
2 . Side slopes for additional detention basin are shown at 2: 1 .
Maximum slopes should be 3:1 .
3 . Drawing should state:
a. Disposition of Roof Drainage
b. All buildings will be slab on grade only.
Details - Sheet 7
1 . Construction schedule should show that drainage and sanitary sewer
to be installed before beginning first building.
JCl/jsv
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Tio aps ?d&U&01t
v 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074
R•C AREA CODE 203/644-2511
w���
August 4, 1993
Bruce Kelley
RSK-Kellco, Inc.
1744 Ellington Road
South Windsor, CT 06074
Dear Bruce:
Re: RSK - Senior Residential Housing (appl . #93-14P)
I have reviewed the revised drawings dated July 26 , 1993 for the
proposed RSK - Senior Residential Housing, at your request, and have
the following comments :
1 . The plans do not indicate who is responsible for the limits of
the wetlands .
2 . Additional information should be provided with regard to the
"existing temp. drainage swale" and the two wetland areas in the
southerly portion of the project site.
3 . Mitigation of the wetland impacts should be considered. This
could possibly include enhancing the detention basin and/or
improving the quality of the two southerly wetland areas .
4 . The proposed slopes on the detention basin are relatively steep
(approximately 2: 1 ) . You should consider reducing the slopes to
approximately 3 : 1 .
5 . Groundwater information and drainage calculations should be
provided when the new application is submitted.
Very truly yours,
John E. McCahill
Zoning/Wetlands
Enforcement Officer
JEM/pmm
cc: Director of Planning
Town Engineer
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LETTER OF TRANSMITTAL
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4�'rOspe.G���
PLANNING DEPARTMENT
TOWN OF SOUTH WINDSOR
1540 SULLIVAN AVENUE
SOUTH WINDSOR CT 06074 z�z3
( 203 ) 644-2511 DATE 73
TO:
✓ RECENED
AUG 2 5 1993 0, 10
Town of South Windsor
Engineering �l
WE ARE SENDING YOU: 7
P & Z initial plans -' Drainage comps
P & Z final plans Bond estimate requests
Inland Wetlands plans Bond reduction requests
Final plans for filing Change order form
Other t%j,..i,.- n F
Correspondence
Copies Appl. No. Pro ect
THESE ARE TRANSMITTED as checked below:
For review and comment For your file
For your use Returned with revisions
As requested
Other
PLEASE RETURN/COMMENT BY:
COMMENTS:
Copy to: From: r
�93
Fuss&O'Neill Inc.
RESPONSE TO COMMENTS 4UG 20 t993
BY
FUSS & O'NEILL South Windsor
Planning & Zoning Commission
PROJECT: Senior Residence Housing at the Town Shopping Center
DATE OF
RESPONSE: August 20, 1993
COMMENTS
MADE BY: Jerry C. Iazzetta, Town Engineer--Dated July 30, 1993
-------------------------------------------------------------------
Comment # Response
PLOT PLAN
1. Iron pins to be set have been added to this sheet.
2. Iron pins to be set have been added to this sheet.
3. Coordinates for this line have been added to the sheets.
4.. Four units are within the 50' buffer region, but the minimum buffer
distance provided is 40.07 feet and per regulation 4.1.129, this buffer may
be reduced to 25 feet at the discretion of the commission.
TOPOGRAPHIC MAP
1. Since the SRD line is not a proposed property line, the existing propane
tanks remain on one continuous parcel, and this poses no problems.
2. Side slopes of the detention basin have been adjusted to 3:1.
3. The requested notes have been added.
DETAILS (Sheet 7)
1. The construction schedule has been modified as requested.
85489W11SJA0820A.WP
comes.
® recycled paper '
Fuss&O'Neill Inc.
RESPONSE TO COMMENTS
AUGUST 20, 1993
PAGE 2
COMMENTS
MADE BY: John E. McCahill, Zoning/Wetlands Enforcement Officer
Dated August 4, 1993
Comment # Response
1. The responsible party is Kennith Stevens and his certification has been
added to the plans.
2. & 3. See letter by John Iani of Highland Soils.
4. Side slopes of the detention basin have been adjusted to 3:1.
S. Groundwater is-at elevation 83.7± which was shown on the plans. See
Sheets 3 or 6 (detention pond area).
A copy of the drainage calculations originally submitted are attached.
/ndt
8548MIWAOMAMP
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LETTER OF TRANSMITTAL
s
��NOSOe•cQ��,�,
PLANNING DEPARTMENT
TOWN OF SOUTH WINDSOR
1540 SULLIVAN AVENUE lz3l?,3
SOUTH WINDSOR CT 06074 �( 203) 644-2511 DATE
r- q�
TO:
o,
RECEIVED
AUG 2 5 1993 ' 1
Town of sad,wiedsor
Engineering lr
pept.
WE ARE SENDING YOU:
ti
P & Z initial plans Drainage comps
P & Z final plans Bond estimate requests
Inland Wetlands plans Bond reduction requests
Final plans for filing Change order form
.k Other t*q F 'ro Correspondence
Copies Appl. No. Pro ect
THESE ARE TRANSMITTED as checked below:
For review and comment For your file
For your use Returned with revisions
As requested
Other
PLEASE RETURN/COMMENT BY:
COMMENTS:
Copy to: From:
6lk�
40
�93
S0,00 ic,4
LETTER OF TRANSMITTAL
e u
e•co�'��
PLANNING DEPARTMENT
TOWN OF SOUTH WINDSOR
1540 SULLIVAN AVENUE
SOUTH WINDSOR CT 06074
( 203) G 44-2511 DATE
TO:
WE ARE SENDING YOU:
P & Z initial plansAt&r Drainage comps
P & Z final plans Bond estimate requests
Inland Wetlands plans Bond reduction requests
Final plans for filing Change order form
Other Correspondence
Copies A 1. No. Pro ect
THESE ARE TRANSMITTED as checked below:
For review and comment For your file
For your use Returned with revisions
As requested
Other
q
PLEASE RETURN/COMMENT BY:
COMMENTS: EC E I
2 0 1993 8
,i n f,P r i n /
"Dept. 9
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Copy to: From:
U
PA
1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
SOR,co�� AREA CODE 203/644-2511
October 4, 1993
CERTIFIED MAIL
. Richard S . Kelley
RSK-Kellco, Inc .
1744 Ellington Road
South Windsor, CT 06074
Dear Mr. Kelley:
Re: Application #93-14P, Town Center Senior Residence Development
Please be advised that the Planning and Zoning Commission, at its
meeting on September 28, 1993, approved application #93.-14P - Special
Exception to Article 5 . 1 . 2 . 9 . 2 'of the Zoning Regulations and Site
Plan for a Senior Residential Development. This approval is based on
the plans prepared by Fuss & O'Neill, Project 85-489A1, dated May 10,
1993 and revised through August 18, 1993 . This approval is subject
to the following modification:
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 $10, 000 . 00 .
4 . An as-built plan is required prior to issuance of a
Certificate of Occupancy per Section 4 . 13 . 10 of the Zoning
Regulations .
5 . Footing drains are required if the buildings have basements .
6 . A landscape, bond in the amount of $5, 000 . 00 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 . Quantity estimates must be submitted to the Town Engineer (on
the enclosed form) for the purpose of determining site plan
bonding, and all bonds shall be posted prior to filing the
plans .
If the developer chooses to submit a Letter of Credit for one
year term, in lieu of a surety bond, said Letter of Credit
RSK-Kellco, Inc . - 2 - October 4 , 1993
Application #93-14P
must be renewed on a yearly basis until completion of the
development. If a new Letter of Credit has not been received
within 30 days before the expiration date, the Commission
may, at its option, call the Letter of Credit it is holding.
9 . Approval is for a Special Exception to 5 . 1 . 2 . 9 . 2 of the
Zoning Regulations and will be effective upon the filing of
the enclosed forms in the Town Clerk' s office.
Black and white transparent mylars of Sheets #1 and #2 with the above
modifications , together with four blueprint copies of the entire set
of plans, must be submitted to this Commission (including
architectural elevations ) 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 mylars have been signed by the Commission, they will be
returned to you for filing in the Office of the Town Clerk within 90
days . After filing these plans, a copy of the receipt must be
submitted to the Planning Department.
Very truly yours,
PLANNING & ZONING COMMISSION
L
Loul-se C. Evans
Chairman
LCE/pmm
Enclosures
cc: Town Engineer
Building Department
Zoning/Wetlands Enforcement Officer
Assessor
Fire Marshal
I, Louise C. Evans, Chairman of the South Windsor Planning & Zoning
Commission, hereby certify that on September 28, 1993 the Planning
and Zoning Commission granted to Richard S. Kelley a Special
Exception to Article 5 . 1 . 2 . 9 . 2 of the Zoning Regulations for a Senior
Residential Housing Development.
Assessor' s Map and Parcel Number: Map #51, Parcel #9
Address: 1715 Ellington Road
More particularly bounded and described as follows : (legal
description from Deed or Mortgage)
9CHED= B
certain piece or parcel of land, situate, lying and being in the
Town of South Windsor, County of Hartford and State of Connecticut,
known as No. 1695 Ellington Road and being more particularly bounded
and described as follows:
Beginning at an iron pin in the southerly line of Ellington Road,
195.0 feet west of a Connecticut Highway Department merestone at the
northwesterly corner of land Henry A. Dodd (formerly of Lucius J.
Grant); running thence southerly, 150 feet to an iron pint running
thence westerly by interior angle of 90°, 100 feet to an iron pin,
running thence northerly by interior angle of 900, 150 feet to an
iron pin in the southerly line of said Ellington Road; running
thence easterly along the southerly line of said Ellington Road by
interior angle of 900, 100.0 feet to the iron pin at the point of
beginning, and making an interior angle of 90' with the line first
above described.
Being bounded:
NORTHERLY: By Ellington Road, one hundred (100.00) feet;
EASTERLY: By land now or formerly of Lillian H. Mayo,
one hundred fifty (150.00) feet;
SOUTHEMY: By other land now or formerly of said Lillian
H. Mayo, one hundred (100.00)- feet; and
WESTERLY: By other land now or formerly of said Lillian
H. Mayo, one hundred fifty (150.00) feet.
Being the same premises described in a Warrantee Deed from Howard D. Alford
and Anita D. Alford dated Auqust 29, 1985, which deed is recorded in the South
Windsor Land Records at Vol 414 Pg 132.
OWNER OF RECORD: Richard S. Kelley
Dated at South Windsor, Connecticut this 4th day of October, 1993
In accordance with CGS Section 8-3d
Louise C. Evans , Chairman
Planning & Zoning Commission
Received for record this day of , 19 , at
South Windsor, Connecticut.
ATTEST:
Town Clerk
I, Louise C. Evans, Chairman of the South Windsor Planning & Zoning
Commission, hereby certify that on September 28, 1993 the Planning
and Zoning Commission granted to Richard S. Kelley a Special
Exception to Article 5 . 1 . 2 . 9 . 2 of the Zoning Regulations for a Senior
Residential Housing Development.
Assessor' s Map and Parcel Number: Map #51, Parcel #9
Address: 1715 Ellington Road
More particularly bounded and described as follows: (legal
description from Deed or Mortgage)
Beginning at mi iron pin in the Southerly line of said Elli,igton Road, 195.0 feet
West of a Connecticut Highway Department merestone at the Northwesterly corner of land
of Henry A. Dodd (formerly of Lucius J. Grant), ruining thence Southerly, 150 feet
to an iron pin, running thence Westerly by interior angle of 90° 100 feet to an iron
Pin; rLming thence Northerly by an interior angle of 900 150 feet to an iron pin in
the Southerly line of said Ellington Road, zuuning thence Easterly along the Southerly
line of said Ellington Road by interior angle of 900 100.0 feet to the iron pin at the
point of beginning, end making an interior angle of 900 with the lime first above
described.
Being bounded:
Northerly by Ellington Road, one hundred (100) feet;
Easterly by land now or formerly of Lillian H. Mayo, *One hu►d red fifty (150) feet;
Southerly by other land now or formerly of said Lillian H. Mayo, one hundred (100) feet;
and
Westerly by other land now or formerly of said Lillian H. Mayo, one hundred fifty
(150) feet.
Being the same premises described in a warranty Deed from Albert S. Dodd dated
May 30,, 1984, which deed is recorded in the South Winter Land Records Vol 372
Pg 67.
Said premises are subject to the following: any and all provisions of any ordinance,
municipal regulation or public or private law; building, building line, and
zoning regulations as of record may appear; easements and agreements as of record
may appear; tenants in possession; taxes on the list of October 1, 1987, and
thereafter, not yet due and payable and a sewer lien in the approximate principal
balance of $2,305.36, and a mortgage from RWR Associates to South Windsor Bank
b Trust Company dated 8-28-85 and recorded in Vol 414 Pg 135 of the South Windsor
Land Records, all of which the grantee herein agrees to pay as part consideration
of this deed; and a drainage easement recorded in Vol 369 Pg 61 and dated 4-28-84,
and recorded in the South Windsor Land Records; and any state of facts that
an accurate survey or personal inspection of the premises would disclose.
OWNER OF RECORD: Richard S. Kelley
Dated at South Windsor, Connecticut this 4th day of October, 1993
In accordance with CGS Section 8-3d
Louise C. Evans, Chairman
Planning & Zoning Commission
Received for record this day of , 19 at
South Windsor, Connecticut.
ATTEST:
Town Clerk
Sr
L-P 2, 1993
ASSiS,,�N!T fo"'
LEGAL NOTICE
TO BE PUBLISHED IN THE JOURNAL INQUIRER
TUESDAY, OCTOBER 5, 1993
SOUTH WINDSOR - PLANNING & ZON'ING COMMISSION
At its September 28, 1993 Regular Meeting, the Commission voted to
take the following action:
1 . Approve with modifications appl . #93-39P, Mothez Goose Nursery -
Special Exception to Article 5 . 1 . 2 . 9 . 1 of the Zoning Regulations
to allow expansion of the day care on property located at 1742
Ellington Road, RC zone
2 . Approve the proposed amendment to Section 16 . 2 . 3 of the Zoning
Regulations to require applicant to include the acreage of all
parcels (or part thereof) contained within the proposed zone
change area, and all parcels (or part thereof) located within 500
ft of the proposed zone change
3 . Approve with modifications appl . #93-33P, JMJ Construction Company
- Subdivision to create two lots on property located on the
easterly side of Clark Street, RR zone
4 . Approve with modifications appl . #93-14P, Town Center SRD/RSK-
Kellco, Inc . - Special Exception to Article 5 . 1 . 2 . 9 . 2 of the
Zoning Regulations and Site Plan of Development to create a 20
unit Senior Residence Development on property located south of the
Bank of South Windsor, south of Ellington Road, RC zone
5 . Approve settings/reductions/callings of certain bonds
Louise Evans, Chairman
.►ter. 3 -
'*ir ...
IMMIKELLEDINC.
• Developers 1744 Ellington Road
• Builders
• Property South Windsor, CT 06074
Managers Tel: 203-644-8761 / 644-8140
Fax: 203-644-5650
RECEIVED
4+fR.. Xvyr.c., Y. wfy-:,•.i3 "•s1 l5 `.wP "'4 t
t NOV 15 1993
V). WINDSOR PLANNING
QEPT,
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Town Center Senior Residence Development
` !ine for filing the mylars on the above
linety (9 0) days making a new deadline for
!994.
rmation needed, please contact me. Thank
consideration of this request.
R!iK
0
X
We Build Our Reputation
I
PROJECT NAME/LOCATION Rsy,-Kr'LL V0C,- -TOWN C-E'A/rc-a S 2�
APPLICATION # 95-14f
DATE +M A-f
NOTE TO THE FILE:
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9 cd d 1540 SULLIVAN AVENUE . SOUTH WINDSOR. CONN. 06074
ftidsog CO AREA CODE 203/644-2511
May 19 , 1994
Carol Kelley
RSK-Kellco, Inc.
1744 Ellington Road
South Windsor, CT 06074
Dear Mrs . Kelley:
Re: Appl . #93-14R, Town Center SRD
Appl . #87-436 , Town Center
This is to advise you that the Planning and Zoning Commission
voted on May 17 , 1994 to set one bond in the amount of $10, 000
for the above referenced applications .
The bond is to ensure compliance with the Erosion and
Sedimentation Control Measures for the entire site at Town
Center.
Please forward an amendment to the bonds we are currently holding
at your earliest convenience. Thank you.
Very truly yours,
PLANNING & ZONING COMMISSION
Frank Castro, Vice Chairman
FC/pmm
cc: Town Engineer
RSK
INC.
• Developers
• Builders 1744 Ellington Road
• Property South Windsor, CT 06074
Managers Tel: 860-644-8761 /644-8140
Fax: 860-644-5650
August 26, 1998
Planning and Zoning Commission
Town of South Windsor
1540 Sullivan Avenue
South Windsor, CT 06074
RE: Town Shopping Center, Application #87-436
Town Center SRD, Application #93-14R
Attention: Michele Lipe
Per our phone conversation please release the E & S Bonds being
held by the Town for the above locations.
Since the Town Center permits have expired and a new application
will be required for any additional activity at the site, I am
certain there will be new bonding requirements as part of any new
approval.
Thanks in advance for your help.
Sincerely,
Carol S. Kell
KECEIVED
AUG 281998
tcbndrel SOUTH W NDSVP PLARWR D.PT:
We Build Our Reputation
a
sow N SC4
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1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
soR.CO AREA CODE 860/644-2511
September 24, 1998
Mr. Richard Kelley
RSK-Kellco, Inc.
1744 Ellington Rd.
South Windsor, CT 06074
Dear Mr. Kelley:
Re: Appl #87-436, Town Shopping Center and #93-14P, Town Center SRD
This is to advise you that the Planning and Zoning Commission voted on September 22, 1998 to
release the IWA/CC bond for the above-referenced project in the amount of$10,000.
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.
Very truly yours,
PLANNING &ZONING COMMISSION
Frank A. Castro, Chairman('P D
FAC/dw
cc: Town Engineer