HomeMy WebLinkAboutWETLANDS PERMIT FOR SITE PLAN (2) p
TOWN OF SOUTH WINDSOR
INLAND WETLANDS AND WATER COURSES South Windsor
INLAND WETLANDS AGENCA
APPLICATION CONSERVATION.CO11QA��S$
THIS APPLICATION, ONCE INFORMATION ISOMPLETEA
INLAND WETLANDS AGENCY ACTION (SEE BACK OF THIS FORM), SHALL BE RECEIVED
/ /IJ va REGULARLY SCHEDULED MEETING OF THE AGENCY AT THE
APPLICATION NO. ` �'^' TOWN HALL.
RECEIVED DATE THIS APPLICATION MUST BE FILED IN TRIPLICATE AT
THE OFFICE OF THE TOWN CLERK OF SOUTH WI R BY
PUBLIC HEARING DATE 12 NOON AT LEAST 14 DAYS PRIOR TO THE FIRST
(if necessary) REGULAR MONTHLY MEETING DATE. THREE SETS OF MAPS
COMPLETED APPLICATION OR PLANS MUST BE SUBMITTED TO THE TOWN ENGINEER
PERMIT GRANTED DATE - AT LEAST 14 DAYS PRIOR TO THE FIRST REGULAR
PERMIT DENIED DATE MONTHLY MEETING DATE.
PLEASE PRINT OR TYPE.
Royal Windsor Dev�elo?rient 635-5811
1. APPLICANT Corpora ion TEL. NO.
ADDRESS �10. Bcx 122 CITY & STATE Cromwell, Connecticut 06416
2. OWNERS Roncall; Institute, Inc. TEL. NO. 635-5811
ADDRESS 421 Nhin .Street ' CITY S STATE Cromwell, Connecticut 06416
3. LOCATION OF PROPERTY East side of Avery Street
NAMES OF ADJACENT PROPERTY OWNERS SEE wr�'►cr��o MRn
E1162ie Regina M. et al
Blozie Gladys L.
Olson, Randy M. &. Pamela J.
Wilson, John R. & Rhonda D.
STATE CLEARLY AND BRIEFLY
5. PURPOSES AND DESCRIPTION OF THE PROPOSED ACTIVITY,AND THE TIME ELEMENT INVOLVED:
Senior Residential Care facility
Special use 418 (f)
Development at least 2 years
ATTENTION: THE APPLICANT UNDERSTANDS THAT THIS APPLICATION IS TO BE CONSIDERED
PLEASE DIRECT ALL COMPLETE ONLY WHEN ALL INFORMATION & DOCUMENTS REQUIRED BY THE
INQUIRIES TO: AG_Y•HAVE BEEN SUBMITTED.
WILLIAM E. GRACE, E��ROYAL MAY ALSO BE NECESSARY FROM THE PLANNING AND ZONING COM-
479 Buckland Rd. MISSION.
So. Windsor, CT PApANPLLICATION FEE IS REQUIRED. CONSULT THEJEGULATIONS
06074 (SECTIONS 6.9, 6.9a and 6.9b).
Telephone:644-1528
A SIGN IS REQUIRED. CONSULT THE REGULATIONS (S CTI 6.3a).
ROYAL WINDSOR kqwoa
SIGNED:
(Applicant) Wil iam E. OcSdAttorney for
RONCALLI INSTI • if
By:
(Owner)William E. Grace, Attorney for
Revised 8/12/85
0 :
CHECKLIST FOR REQUIRED INFORMATION
6. .APPLICANT HAS HAD MPS AND PLAM CERTIFIED BY SOIL
CONSERVATION SERVICE,-TO VERIFY COMPLETE COMPLIANCE
WITH CONNECTICUT GUIDELINES FOR SOIL EROSION AND
SEDIMENT CONTROL ( AS PE' HhN.DBOOK, AS AMENDEDED,
AND PUBLIC ACT 83-3 88, AS AMENDED.
DATE OF CERTIFICATION
7. APPLICATION INFORMATION COMPLIES WITH AGENCY'S
REGULATIONS ( SECTIONS 7.1, a through j.
8. REQUIRED FEE HAS BEEN PAID.
DATE RECEIVED
go APPLICANT ( OR DESIGNATED REPKESEN.TATIVE)H.EREBY
LOCATION(S)
ATTESTS THAT SIGN WY BE P STED AT E FOLL�W G
•
BY ( NAME )
ON OR BEFORE ThE FOLLOWIN DATE
SIGNATURE
THIS APPLICATION IS FOUND TO BE COMPLETE AND NOW
(QUALIFIES FOR PLACEMENT ON THE AGENCY'S AGENDA:
DATE SIGNATURE
Town Engineer
Agency Sec'y
Agency Chairman
THIS APPLICATION IS INCOMPLETE BECAUSE OF THE FOLLOWING
NUMBERED ITEMS ( FROM ABOVE ) AS CHECKED BELOW:
1 2 3 4 5
6 '7 a 9
V
TO
M OF SOOTB WINDSOR
INLAND WETLAND. WATERCOURSES AND CONSSRVATIOII APPLICOMM7 1990
0
APPLICATION 1• DATE SECaIVED
South Windsor
INLAND WETLANDS AGENCY/
INSTRUCTIONS CONSERVATION COMMISSION
I. The applicaticUs sap and plans must be submitted is triplicatee- together with the fee got
forth in the Inland Wetlands. Watercourses and Conservation Regulations. Town f S uth
Winds r. (See Regulations. Section vI).
2. Th S nth Windsor Inland Wetlands. Watercourses and Conservation Regulations sh uld b
reviefflA with respect to the standards and criteriA for application svAluati n. (See
Regulations. Sections Vill - x).
3. The applicant understands that this application is to be considered cospiete only when all
inf notion and docusents required by the Agency have been submitted. (see Regulations
Section VII).
A. APPLICANT'S MOM Avery Development Corporation
/�DDRE-S 1776 Ellington Road
South Windsor, CT 06074
PRONss (HOME) (WORE) 644-7494
B. LEGAL OWNER'S NAME: Roncalli Institute, Inc.
ADDRESS 460 Main Street, P.O. Box 122
Crarell, CT 06416
PHONES (HOME) (WOVE) 635-5811
(List additional owners, addresses, and phone nuobers on back of application).
C. IF THE APPLICANT IS NOT TEE OVNER Of TIM SUBJECT PROPERTT. A LETTER BY THE PROPERTY
oWNER(S) AMORItIM THE PROPOSED REO FUTO ACTIVITY SET FORTE IN TER APPLICATION MUST
ACC"AEY THIS FORT! AND WILL SE PART OF THE APPLICATION.
D. PROJECT NANIs (if any) The Dorchester, 940 Avery Street (permit renewal)
(formerly Roncalli at MUM wi-nusur)
1. Contact Person (if farther inforsation is needed).
644-7494 George Hession, Ave Devel t Co ., 1776 Ellin on Road, South Windsor, CT 06074
291-8755 Peter De��ailie, t�esign rroressionals, lnc. 11IU EllingtaZ u in sor,
E. THE GEOGRAPEIC" LOCATIOM OF THE PROPER?! WUM IS TO DE AFFECTED Sy THE PROPOSED
RMULATED ACTIVITIES INCLUDING A DESCRIPTION OF TU LANO IN SUFFICIENT DETAIL TO ALLOW
IDZNTIFICATION OF THE PROPERTY ON TEE INLAND Vtn A= AIM WATERCOURSES !MAP.
561: acre site located on the easterly side of Avery Street.
PAGE 1
!. NAMES OF ALL ABUTTING PROPERTY ow=S: (USE SEPARATE S
HEE? IF NECESSARY)
See attached sheet
• T
G. RAVE YM NOTIF m ALL ABUTTING PRopERTY OVNZRS as CERTIFIED LXTTaR THAT AN APPLICATION
PEN IM 32FORE THs AGs�rt. IS
Yes **(YOU are required to supply a copy of the letter with the list of the
the abutters).**
nacres of
M. P="Ss AND DISCRIMOM Of ALL PROPOSED Ills RATED ACTNITY(S) INCLUDI� A 10
OF FILL AM TM TINX INVOLVEDt A M TYPES
Fill is required to constrict roadway crossing at site entrance. Uti i ies
to serve site will also cross wetlands in conjunction with roadway. Scoe
storm sewers and detention facilities will discharge in wetlands.
AM-
act have previously been approved a MmEssion.
I. A CLASS A-Z MA! OF 1'HS PROPERTY DRAWN TO 19-40' (permit renewal request
0! Tss AND WA?ERcoaRsss AFFECTED, To � asoDiNs Tss ARC TO as DSY=LOP=D. ExTEN!
NAMES AND LOCATIONS OF ADJACsIfT P]tOPSRlY ��U• CIS?I�IO AND psOIOSM 1�C?IVIT=� AND
�S 1St1s! as SuaMi!lsD.
J. ACRMN OF vzTLAjMS AND WATERCounis TO as ALTS!=p: 0.63± Ac.
K. ACRM2 OF WETLANDS AND WATERCOURSES To as CSLlsa: 0
L. LINEAL FEET Of PROPOSED STREW ALTERATION 0
M. TOTAL LAM AREA OF -PROJECT AND P!RCENTAGE WHICH IS wsTLANDS= Site-- 56.1 acres
wetlands = 10.91 ac. 19% - of site consists of wetlan
N. IDENTIFY ALL OTHER PERMITS OR APPROVALS TEAT SAVs BEEN ISSUED, APPLIED FOR, OR uIRED
WITS RESPECT TO THE PROPOSED ACTIDITY SET FORTS IN THIS APPLICATION. �
but n t be lisited to, local pl i The m7 include
D.O.T., The Army Corps of Eosiaeea • =O� Board of Appeals, D.s.P., F.E.M.A..
See attached sheet MYthsr State, Local or Moral pesmits.)
*
o. THs ApPLiCAMT (O! D=SiONA!=p RElRss ) HAY ATTESTS TSAs ♦ Sion - as poSTED
TBs O A 30 LOCATIOVIS Entrance to s ject r A on the easterly side T
of-Avery
� Design Professionals, Inc. NA)Si Stephen Biancardi
ON OR BEFORE ?E: As cU.rec sta
SIGNATURE:
THESE SIGNS MUST as DISPLAYED CONTINU00SLY !OR AT LEAST FIVE DAYS PRIOR TO SCHEDULED
MEETING. (See R*Iulations, Section 6.3a).
PAax a
TEE MMZUIGNEO HERESY APPLIES !OR TIM R�ViAlED ACTIVITIEa LISTED IN PARA 01t
A INLAND iiE?LAND. WATERCOURSES AND CONSEMVATION p=f l? !OR T8E PROtERl Y DaSCRI D v= FO'
CONFINS THAT s SED gERSIN AN:
I. an Is vin in CORtENTLT Z1MTIVE•MAIM i�,AND, WATERCOURSES
REGULATIONS Ot in !'aid Os Sop= WINDSOR. AND COIISEIYAit01
2. BE/SEX 01WM2AMDN TRAT AT ANY TIM Dt2= TEE REYIEN PER100. TIM Aa
APPLICANT TO PROVIDE MORi INFORI'lATION ABOUT TIM �Y SMAyIS RE+QUIRs rQs
AND/OR ANY PROPOSED ACTIVITY. AND/OR WAl�COVRSEa IN QVISTION
s. ALL IIIPi UM1ION sUslll!, IN TU APPLICATION TOR RUM $a" IS CONSIDIRID
TOR CASE 0/ ANTICIPATED ACTIVITY, p��p. A TAILORS ON TaE APPLICANTFAC?U�• OR I
HIS/RER AQXM To PRO 011 CORR= ON. OR PE E OF TI 1� OR ANY Ol
ACTIVITY ANTICIPATED, an" as S07p CIENT GMUNN � R=WO f le Of ANY p LEVELS OF
�?love �= UNDER Tgn;
4. BY PAR= tale APPLICATioN. TM APPLICANT G&W PEfMtaa=oIN ro Tai
WATERCOURSES AND CONSERVATION cMWsSZ= M =2 ANON ITS REPiis� 'PORTZOU Of TU PRE 320 VNICR ARE OBJECT of TU APPLICAYION P= TW PORppj o f �
INaPECTiON AND INVESTiOATION AlID O�Ias EV s of
aEPORS AND A ?1AL DECISION BAS BE= Soon,
l'Vi MiRlte OF Tas APpt,1�pN eota
sigaatas• Of APPi Vat Date m r
Received and filed at the office of the pl
day of a Depart at the•
19
signature of Agent
Date
FEE RECEIVED YES NO AMOUNT
DATE RECEIVED by
BEARIIIM DATE BEARD ADD. )-
PERMIT GRANTED DATE PERMIT DEMIED DATE
PAOE 3
STATEWIDE INLAND WETLAND & WATERCOURS ,���_. , IA - :tEF'ORTING FORM
(S a instructions on back) .
in accordance with th requirements of Section 22a-39-14 of the Regulations of
Connecticut State Agencies, this forth is to be completed for each action.
complet d fortes for all reportable actions during a calendar month shall be
mailed to the Co issioner by the local agency no later than the 15th day of
th month following the month. in which the action was taken.
1 . TOWN: South Windsor
2. A. LOCATION: (Attach an 8} by 11 inch photocopy at the original scale of
the appropriate USGS Quad Ka with the project site outlined.
B. USGS QUAD MAP NAME OR UNIT: Manchester
3 . APPLICANT'S OR VIOLATOR'S NAME: Avery Develoxnent Corporation
4 . PROJECT NAME (I f any) :. The Dorchester (formerly "Roncalli at South Windsor")
(permit renewal) [ 9, 8 ]
5 . ACTIVITY TYPE CODE (See list of codes in instructions) : . . . . . . . . . .
If Type Code is 13 "other," describe the type of activity:
6. ACTIVITY PURPOSE CODE (See list of codes in instructions) : . 000040060 . [-
7 . ACREAGE OF WETLANDS AND WATERCOURSES ALTERED (or proposed to be altered,
( for all agency actions; permits, denials and enforcement)
A Sot l type 1 s) (I f Available) . .Sa,. Wp .Se . ... . . . . . . . . . . . . . . [ 0.63+ ACRES,
B. Only if soil type is not available specify area altered as follows:
Swamp. . . . . . . . . . . [ ACRES] Marsh. . . . . . . . . . . [ ACRES]
Bog. . . . . . . . . . . . . [ ACRES) Open water. . . . . . [ ACRES]
S . ACREAGE OF WETLANDS OR WATERCOURSES CREATED: . . . . . . . . . . . . . . . . [ - 0 - ACRES]
.
9 . LINEAR FEET OF STREAM ALTERATION: . . . . . . . . . . . . . . . . . . . . . . . . . . . [ " 0 - FEET]
10 . TOTAL ACREAGE OF PROJECT SITE: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . [ 56.1 ACRES]
For Local Wetland A4eACY Use Only * For State Use Only
11 . REPORTING M0 Ms
* GIS CODE:
12. PUBLIC HEARING HELD: YES NO * �
*
13 . ACTION: (Circle only one action)
A. permit issued B. permit denied
C. permit extension/amendment
D. map amendment E. enforcement * �`
F. jurisdictional ruling
*
L14. GENT: * DATE RECEIVED
F. DIRECT ABUTTER LIST
Assessors Map No. Lot No. N/F Name & Address
13 9 Lyman, Faith R.
147 Talcottville Road
P.O. Box 3142 , Vernon, CT
141 86 Randy M. & Pamela J. Olson
904 Avery Street
141 18 Gladys L. Blozie
882 Avery Street
141 19 Regina M. Blozie, et. al.
860 Avery Street
142 12 Regina M. Blozie, et. al.
142 13 Regina M. Blozie, et. al.
142 15 John R. & Rhonda D. Wilson
926 Avery Street
147 33 Janet L. Enes
25 Murray Road
147 34 Peter T. & Peggy T. Grossi
37 Murray Road
147 35 Paul J. & Cheryl J. Mader
47 Murray Road
147 36 Mary R. Hurd
57 Murray Road
147 37 Edward W. & Eileen A. Jordan
65 Murray Road
147 38 Lamonte & Mollina Stewart
75 Murray Road
147 39 Gilbert Tavares & Marie Jeanne Oliveira
83 Murray Road
147 41 William N. & Ruth M. Olsen
15 Ahern Drive
147 42 Popolizio, Richard C. & Marilee
23 Ahern Drive
147 43 Epstein, Lewis R. & Marilyn R.
29 Ahern Drive
147 44 Hearn, Ronald R. & Sheryl A.
35 Ahern Drive
N. PERMITS OR APPROVALS THAT HAVE BEEN ISSUED, APPLIED FOR,
OR REQUIRED WITH RESPECT TO THE PROPOSED ACTIVITY SET
FORTH IN THIS APPLICATION:
Date of Date of
Agency Application Approval I .D. No. Permit Type
South Windsor ZBA 6/3/87 6/87 N/A Variance for
split frontage
South Windsor IWCC 3/88 6/29/88 88-15P Wetlands
South Windsor PZC 3/88 7/15/88 88-15P Special Except.
South Windsor WPCA 8/16/88 8/19/88 N/A Sewer
State of Ct. DEP 2/88 ll/1/88 N/A Dam Permit
State of Ct. STC 5/88 8/3/88 STC-132- Certification
8806-01
Vernon WPCA 6/9/88 12/8/88 N/A Sewer
State of Ct. DEP 2/8/89 3/89 Approval Water Quality
granted
Army Corps. 2/7/89 3/89 concurrently Wetlands
NEW ENGLAND BORING. CONTRACTOR OF CT INC. CLIENT Design'Professionals BORING
109 COMMERCE STREET NUMBER
GLASTONSURV CT 06033 PROJECT NAME Roncalli At So_. Windsor
1203)633-4649 - (413) 733-1232 B-1
LOCAT,ON South Windsor, CT _ SHEET
---- _�� ARCHITECT — ---------- --- -- - ---- - NO. 1
DRILLER M. St. John ENGINEER FILE NO of 1
INSPECTOR Casing Sampler Corr Barrel SURFACE ELEV
TYPE HSA SS
I DATE START 8/4/87 SIZE 10 4-1/4" 1-3/811
140 LINE & STATION
HAMMER WT _
DATE FINISH $ L} 87 _-- HAMMER FALL 30"_ GFF$F r__
SAMPLE ---- --- —r - - - - -------- - -- --
f' BLOWS PER 6" COt- STRA I A I
LU NO. DEPTH RANGE ON SAMPLER REC A CHANGE FIELD CLASSIFICATION AND REMARKS
O
0-6 6-12 12-18 _
S1 0.0-2.0 4 7 Dark Br. Silt, Some Fine-Med. Sand
ff _
3.0
5' S2 5.0-7.0 8
6 7 "
Red Br. Silt, Little Very Fine Sand
10 S3 10.0-12.0 8 12
16 28 " 11.0
Red Br. Silt and Fine-Crs. Sand,
13.0 Little Fine Gravel, Few Cobbles
\Red Sandstone in Tip of Spoon
15'
Auger Refusal @ 13.0
Water @ 4.5
NOTES 1) The stratification Ines represent SAMPLE PENETRATION RESISTANCE PROPORTIONS REMARKS:
then soil types. boundary be- 140 lb.Wt.falls 30"on 2"O.D.Sampler
tween soil types,transitions may �
be gradual Cohest nless Density C hestve C nststency trace 0 t 10%
21 Water level readings have been
made to the drill holes at times 0.4 Very Loose 0.2 Very Soft little 10 to 20%
and under conditions stated on 5-9 Loose 3.4 Soft
the boring logs Fluctuations w 10-29 Mod Dense 5-8 M/Stiff some 20 to 35%
the level of groundwater may 30.49 Dense 9 15 Stiff
occur due to other factors than and 35 to 50% COL A
those present at the time measure- 50 + Very Dense 16-30 V-Stiff
ments were made 31 + Harp
NEW ENGLAND BORING: CONTRACTOR OF CT INC. CLIENT Design_ Professionals BORING
109 COMMERCE STREET NUMBER
GLASTONBURY. CT 06033 PROJECT NAME Roncalli At So. Windsor
(203) 633-4649 -- (413) 733-1232 B-2
LOCATION South Windsor CT___ SHEET
- -- _ ARCHITECT - -_—+ - W--- -- --- No. 1
DRILLER M. St. John ENGINEER
FrLE NO of 1
INSPECTOR Casing Sampler Core Barret
TYPE SSA _ SS SURFACE ELEY
DATE START 8/4/87 SIZE 10 4" _ 1-3/8's LINE & STATION
HAMMER WT 140
DATE FINISH 8/4/87 HAMMER FALL _ 3011
OFF>E T
I — - -- --- - -- SAMPLE
BLOWS PER 6" ' CI�L STRATA FIELD CLASSIFICATION AND REMARKS
W NO DEPTH RANGE ON SAMPLER REC A CHANGE
O
_ 0-6 6-12 12-18
S1 0.0-2.0 4 4 _7 5 8 Red Br. Fine Sand and Silt
--- ------- - - _ 3.0
5' S2 5.0-7.0 5 6 Red Br. Fine Sand and Silt, Little
8 9 14" Fine-Med. Gravel
10 S3 10.0-12.0 17 22 Sandstone in Tip of Spoon @ 12.0
26 37 15 '
12.0
15' Auger Refusal @ 12.0
Water @ 4.0
NOTES 11 The stratification Imes represent SAMPLE PENETRATION RESISTANCE PROPORTIONS REMARKS:
the approximate boundary be- ..
tween sod types transitions may 140 lb.Wt.falling 30 on 2"O.D.Sampler
be gradual Conesionless Density C hesive Consistency trace 0 t 10%
'1 Water level readings have been
fnade in the drift holes at trrtle\ 0.4 Very Loose 0-2 Very Soft little 10 to 20%
any. under :renditions Staten] •rn 5.9 Loose 3-4 Soft
n,. nnnnq ings Fhrr l„atrnn5 rr 10-29 Mad Dense 5.8 M/Stiff some 20 to 35%
trl irw I rrf riroundwater may j0.49 Dense 9-15 Stiff
xr +r rho- to other factors than and 35 to 50% COL.A
tho pn•seni at the time rneasu,e- 50 • Very Dense 16-30 V•Stiff
m,nls wire mane 31 + Hard
NEW ENGLAND BORING CONTRACTOR OF CT INC. CLIENT Design Professionals BORING
109 COMMERCE STREET NUMBER
GLASTONBURY, CT 06033 I PI?(?•tErT NAME Roncalli At So. Windsor B-3
(203) 633-4649 (413) 733-1232
I South Windsor, CT SHEET
1_0, aTION - — -- ------- 1
No
ARCHITECT 1
GRILLER M. $t. JohnENGINEER FILE NO of
INSPECTOR
Casing Sampler Core Barrel SUR FAk.E F L E V _
TYPE SSA — S
DATE START 8/4/87 SIZE 1 O 4" 1,-3 ' — LINE & STATION
HAMMER WT
DATE FINISH 8/4 87 — HAMMER PAL., 3 __—_ OFFSE'
---- -- SAMPLE---- - -- ------ -- - � i - --�-- --------- ----- l
-_ --- —BLOWS PER 6'" STRATA
�CHANGE
tauNO DEPTH RANGE ON SAMPLER REC r ` FIELD CLASSIFICATION AND REMARKS 1
O
0� 6.12 12.18
S1 0.0-2.0 3 3 - Light Br. Very-Fine-Fine Sand and
6 6 7 __ Silt
3.0
5' S2 5.0-7.0 25 36 Red Br. Very Fine Sand and Silt,
35 33 18" 1 Little Fine-Med. Gravel
I
I
�
10 S3 10.0-11.2 14 126 100 3 11.2 Sandstone in Tip of Spoon
Refusal @ 11.2
Water @ 5.0
15'
NOTES tl The stratification lines represent SAMPLE PENETRATION RESISTANCE PROPORTIONS REMARKS:
the approximate boundary be- 140 lb.Wt.falling 30"On 2"O.D.Sampler
tween soil types,transitions may trace 0 LO 10%
be gradual Cohest nless Density Cohesive Consistency
21 Water level readings have been 0.4 Very Loose 0 2 Very Soft little 10 t0 2096
made �n the drill holes at times
and under cunditrons styled on 5.9 Loose 3-4 5 ft
ine hnnnq lugs F1";1fuAhons n 10.29 Mad.Dense 5-8 M,5tIff some 20 to 35%
thi, lv, l nI yrowidwalet may 30-49 Dense 9.15 Stiff
Occur due to other factors than 50 Very Dense 16 30 V-Stiff and 35 t 50% COL.A
those present at the lime measure-
ments were Rude 31 • Harp
- NEW ENGLAND BORING CONTRACTOR OF CT. INC. CLIENT _ DesiQn Professionals BORING
109 COMMERCE STREET NUMBER
GLASTONBURY, CT 06033 PROJECT NAME Roncalli At-So. Windsor — B-4
(203) 633-4649 -- (413) 733-1232 i
LOCATION __ South_Windsor, CT SHEET
ARCHITECT No.
DRILLER M. St. .TOTIt<I1 ENGINEER --__ — F,LE NO _ °l 1
INSPECTOR Casing sampler Core Barrel SURFACE ELEV
TYPE SSA __ I
DATE START 8/4/87 SIZE I D 4 -- f L NE8r STATION
HAMMER WT _ _
DATE FINISH 8 4/87 _ HAMMER FALL=
SAMPLE
�- BLOWS PER 6' I COL STRATA
CL w NO. DEPTH RANGE ON SAMPLER REC A CHANGE FIELD CLASSIFICATION AND REMARKS
O
0-6 6-12 12.18
-- — --- Red Br. Silt and Fine-Crs. Sand,
Sf - Some Fine-Med. Gravel (Till)
10, No Samples Reauire
11.0
Auger Refusal @ 11.0
151 No Water
NOTES 11 The stratification lines represent SAMPLE PENETRATION RESISTANCE PROPORTIONS REMARKS:
the approximate boundary be-
tween sod types,transitions may 140 lb.Wt.failing 30"on 2"O.D.Sampler
be gradual Cohesioniess Density Cohesive Consist ncy trace 0 to 10%
21 Water level readings have been
made in the drill holes at times 0-4 Very Lo se 0-2 Very Soft little 10 to 20%
and under conditions stated on 5-9 Loose 3-4 Soft
the horing logs Fluctuations 10-29 Med.Dense 5-8 M/Stlff some 20 to 35%
rhr. a V"I of groundwater may 30.49 Dense 9-15 Stiff
ut:rur aiie to other factors than 50 Very Dense 16.30 V-Stiff and 35 to 50% COL.A
those present at the time measure
ments were made 31 * Hard
NEW ENGLAND BORING CONTRACTOR OF CT. INC. CLIENT Design Prof ssionals BORING
109 COMMERCE STREET NUMBER
GLASTONBURY, CT OW33 PROJECT NAME Roncalli At So. Windsor
B-5
(203) 633-4649 (413) 733-1232
LOCATION South Windsor, CT SHEET
ARCHITECT No. 1
1
DRILLER M. $C. J060 ENGINEER- FILE NO of
INSPECTOR Casino Sampler Core Barret SURFACE ELEV
TYPE SSA _
DATE START 8/4/87 SIZE t D 4
-- "- LINE & STATION
HAMMER W T
DATE FINISH 5/4/87 — HAMMER FALL — _ OFFSET
_ _ SAMPLE- - — -- -- ---- — --- - T ---- -- - - - - - -
GCL BLOWS PER 6' COL STRATA FIELD CLASSIFICATION AND REMARKS
NO. DEPTH RANGE ON SAMPLER REC A CHANGE
04 6-12 12-18
Red Br. Fine Sand, Little Silt
5'
10' No Samples equi ed 10.0
Auger Refusal @ 10.0
No Water
15'
NOTES It The stratification Imes represent SAMPLE PENETRATION RESISTANCE PROPORTIONS REMARKS:
the n soil types. boundary may
140 lb.Wt.falling 30"on 2"O.O.Sampler
tweerr sod types.transrltona may
be gradual C hest nless Density Cohesive Consistency trace 0 to 10%
21 Water trust readings have been made m the drill Notes at limes 0-4 Very L Ose 0-2 Very Soft little 10 to 20%
and under condihcns stated on 5.9 Loose 3-4 Soft
the hrnnq tngs Ftut.boahnns n 10.29 Mod Dense 5.8 M/Stiff Some 20 to 35%
the le,,t of arounowate, may 30.49 Dense 9-15 Stiff
occur due t0 other factors than 50 Very Dense l6 30 V Sttfl and 35 to 50% COL.A
those present at the t,rn:na•asure
mente were made 1 31 • Hard
NEW ENGLAND BORING CONTRACTOR OF CT. INC. CLIENT Desian'Professionals BORING
109 COMMERCE STREET NUMBER
Roncalli At So. Windsor
GLASTONBURY, CT 06033 PROJECT NAME
(203)633-4649 — (413) 733-1232
LOCATION South Windsor, CT SHEET
t
ARCHITECT No._L
DRILLER Ito ale .jibe- ENGINEER FILE NO of
INSPECTOR S. Colbath Casing Sampler Core Barrel
�SURFACE ELEV.
TYPE SSA
DATE START 8/4/87 SIZE 10 4"
LINE b STATION
HAMMER WT
DATE FINISH 8/4/87 HAMMER FALL OFFSET I
SAMPLE ------------ --- --- -- - -- --- - ----------- ---- --- - —j
F' BLOWS PER 6" COL STRATA
w NO. DEPTH RANGE ON SAMPLER REC A CHANGE FIELD CLASSIFICATION AND REMARKS
O
0-6 6.12 12.18
Red Br. Fine -Sand and Silt, Some i
5' Fine Gravel (Till)
10' 1 No Samples Requi ed
11.0
Auger Refusal @ 11.0
No Water
15'
NOTES II The stratification Imes represent SAMPLE PENETRATION RESISTANCE PROPORTIONS REMARKS:
the approximate boundary be-
tween sod types,transitions may 140 Ib.Wt.falling 30" n 2'O.D.Sampler
be gradual C hesr nless Density C hesive Consistency trace 0 t 10%
?I water level,the dell holes at times readings have been
n made it, 0-4 Very L Se 0-2 Very Soft little 10 to 20%
and under c onditions stated on 5-9 Loose 3-4 Soft
rho honnq logs Fluctuations ., 10.29 Maid.Dense 5-8 M/Stiff some 20 to 35%
Ih.- •I of groundwater may 30.49 Dense 9.15 Stiff
., . due to other factors than and 35 t 50% COL.A
those•present at the time measrire 50 • Very Dense 16-30 V•Sttff '
mints were made 31 • Hera
NEW ENGLAND BORING CONTRACTOR OF cr. INC. CLIENT Design Professionals BORING
109 COMMERCE STREET NUMBER
GLASTONBUPY CT 06033 PROJECT NAME Roncalli At So. Windsor
(203)633-4649 — r413! 733-1232 B—�
LOCATION South Windsor CT SHEET
ARCHITECT No. —�--
DRILLER M. St.1 ENGINEER FILE NO _ of
INSPECTOR S. Colbath Casing Sampler Core Barrel
SURFACE ELEV
TYPE SSA
DATE START 8/4/87 SIZE 1 0
4"
- — LINE 6 STATION
HAMMER WT
DATE FINISH 8/4/87,_ HAMMER FALL _-_--_ OFFSE I _
2 -- ----- SAMPLE - -- -_ — T ------ — -- - - - ----- —
QI-• BLOWS PER 6 COL STRATA FIELD CLASSIFICATION AND REMARKS
NO. DEPTH RANGE ON SAMPLER REC A CHANGE
0-6 6.12 12-18
Red Br. Fine Sand and Silt, Little
Fine-Med. Gravel (Till)
5'
10' No Samples Reauired
14.0
15'
Auger Refusal @ 14.0
No Water
f
NOTES 1) The stratification fines represent SAMPLE PENETRATION RESISTANCE PROPORTIONS REMARKS:
then soil types,
boundary be- 140 lb.Wt.fills 30"On 2"O.D.Sampl r
tween sal types.transitions may �
he gradual Cohesionless Density Cohesive Consistency trace 0 to 10%
21 Water level readings have been
made m the drill holes at times 0-4 Very Loose 0-2 Very Soft little 10 to 20%
,rod under i-nnd„inns staled On 5-9 Loose 3.4 Soft
thr tignnq lo gs L:i,ouitio w, r. 1O-?9 Med. Dense 5-8 M/Stiff some 20 to 35%
the level of nr•unowater m.fy
ur r tit due 10 other factors than 30 49 Dense 9 15 Stiff
and 35 to 50% COL.A
qws••present at me time measure_ 50 * very Dense 16.30 V•Stiff
mCnt%wire mdUe 31 • Ha►O
A/ �� 3)1 r� �
SOIL REPORT continued
PROJECT TITLL: . Ronal li at Ssouth Windsor, Avery Street,
South Windsor, CT
MAPS/PLANS'TRANSMITTED TO CLIENT
QxSketch location of Wetlands and other Soil Types.
❑ None
NUMBERING SEQUENCE OF WETLAND BOUNDARY LINE MARKERS
1 THRU 15 16 THRU 28 29 THRU 50 51 THRU 67 6 8/2 9 THRU 73
c
SUMMARY SOIL DESCRIPTIONS
WETLAND SOILS
Saco sandy loam (Sa) . This is a very poorly drained, moderately coarse
over coarse textured, friable over loose alluvial soil developed on
f loodplains.
_ Scarboro loam (Se) . This is a very poorly drained, moderately coarse
over coarse textured, very friable: over loose glacial fluvial
(outwash) soil.
Nalpole loam (Wc) . This is a poorly drained, medium over coarse
textured, friable over loose glacial fluvial (outwash) soil.
—Whitman stony loam (Wp) . These are very poorly drained, varible
textured, glacial till soils.
NONWETLAND SOILS
Chesire fine sandy loam (Cs) . This is a deep, well drained, moderately
coarse textured, friable, reddish colored glacial till soil.
Watehauq loam (Wq) . This is a moderately well drained, moderately
coarse textured, friable, reddish colored glacial till soil.
For further information about the soils, refer to Soil Survey,
1iartford County, Connecticut.
c
• /. its+ ,IL+ � �� ��-"-7'. , / ,,.,•, r
10
Tf
410
000
Ile oll
,1 It
cos
OV
It
� TIEAM UTILMES P.O.BOX 450
THE NECTICUT LIGHT AND POWER COMPANY ENFIELD,CONNECTICUT06082-0450
WESTERN MASSACHUSEUSETTS ELECTRIC COMPANY
HOLYOKE WATER POWER COMPANY (203)623-2421
NORTHEAST UTILITIES SERVICE COMPANY
NORTHEAST NUCLEAR ENERGY COMPANY
GEORGE W.RUSSELL
DISTRICT MANAGER
February 17, 1988
Mr. John Moran
Chairman
Inland/Wetland Commission
Town Hall
1540 Sullivan Avenue
South Windsor, CT 06074
Dear Mr. Moran:
I am writing to confirm the availability of natural gas on Avery
Street in South Windsor, CT.
The Connecticut Light and Power Co. (CL&P) has a high pressure
(100 PSI) gas main located approximately 1600 feet south of the
proposed Roncalli Health Care Complex. This gas main will
adequately supply the expected requirements during full occupancy
at the complex. However, the gas main would have to be extended
to serve the proposed facility. The gas main extension would be
subject to CL&P's policies and procedures regarding new business.
Please call me if you need additional information.
Sincerely,
Carmin Lattell
Gas Consultant
CL:cd
~AYWLAM%'hOC ��P�� �/�f 1 • VJ��J��I�1��'VV� V l�•
February 19, 1988
Mr. John Moran
Chairman
Inland/Wetlands Commission
Town Hall
1540 Sullivan Avenue
South Windsor, Connecticut 06074
Dear Mr. Moran:
Subject: Roncalli at South Windsor, Avery Street
At the request of Mr. Paul Lawrence from Roncalli Health Care Management,
Cromwell, Connecticut, I have reviewed the proposed plans for the "Roncalli at
South Windsor", Avery Street Project. In addition, I met with Mr. Lawrence and
expressed my concerns of the South Windsor Ambulance Corps when responding to
emergency medical calls at this location.
After reviewing the site plan, preliminary floor plans, and the Security and
Emergency Readiness Program, I can foresee no major problems to the South Windsor
Ambulance Corps or any other Ambulance Service that would be responding to a
medical emergency. This proposed project provides for adequate accessibility for
responding ambulances and other types of emergency vehicles and exemplifies a
progressive security, safety and emergency readiness program.
Again, based on the information available, there are no apparent problems that
would impede the efforts of responding emergency medical care providers. If you
should have any questions, please feel free to call me at any time. My home
phone is 644-1092 and my work phone is 634-5764.
Sincerely,
Jo R. Russo, Jr.
President and Chief
South Windsor Ambulance Corps
VAR
Souti-t kffindsor
PO Box 705 South Windsor, Connecticut 06017AAND WETLANDS AGENCYJ
CONSERVATION COMMISSI0"
in UTILMES P.O.BOX 450
THE CONNECTICUT LIGHT AND POWER COMPANY ENFIELD,CONNECTICUT 06082-0450
WESTERN MASSACHUSETTS ELECTRIC COMPANY
HOLYOKE WATER POWER COMPANY (203)623-2421
NORTHEAST UTILITIES SERVICE COMPANY
NORTHEAST NUCLEAR ENERGY COMPANY
GEORGE W.RUSSELL
DISTRICT MANAGER
February 29, 1988
Mr. John Moran
Chairman
Inland/Wetland Commission
Town Hall
1540 Sullivan Avenue
South Windsor, CT 06074
RE: Roncalli Project, South Windsor
This is to acknowledge our telephone conversation on February 23, 1988
Health Care project off Avery Street in South Windsor, CT.
Connecticut Light and Power Company has sufficient amount of electrical
power to serve your project.
If you have any further questions, please contact me at 203-627-1227.
Sincerely,
Theodore J. stva
Energy Con tant
dsj
c: Mr. M. Paul Lawrence
Raymond F. Hallowell, Jr.
p
STATE OF CONNECTICUT
r
DEPARTMENT OF ENVIRONMENTAL PROTECTION
ow March 7, 1988
lLr �r�
Steven R. Colbath
Design Professionals, Inc.
Civil Engineers $ Planners
491 Buckland Road
South Windsor, CT 06074• Re: Roncalli Proposed Detention Pond
South Windsor
This office has reviewed your proposed construction/repair of a dam
located in South Windsor on the east side of Avery st _ • The drainage
area tributary to the dam is 16.62 acres The dam is described by
plans prepared by Design Professionals, Inc. and entitled
Roncalli Institute, Paul Lawrence
dated 1/20/88 -
The following checklist indicates Water Resources Unit Permit require-
ments. Should your project or plans be modified in any way including loca-
tion and height of the dam or the impoundment capacity of the pond, these
permit determinations may change. If it is indicated that a dam construction
permit pursuant to Connecticut General Statutes 22a-403 is not required, this.
determination is based on our finding that the structure will not endanger
life or property. However, subsequent development downstream of the dam in
the future may place the dam under the Department's jurisdiction in accordance
with the provisions of Section 22a-401 of the General Statutes.
State Permit Required Not Required
Dam Construction
(CGS Sec. 22a-403 x
Water Diversion
(CGS Sec. 22a-368) x
State Inlaid Wetland
(CGS Sec. 22a-39 x
Other
The above permit determinations were based solely on a review of your
dam proposal. The Department may have other interests in your facility or
development. The necessary forms for required permit applications noted
above are enclosed.
Questions concerning dam safety and dam construction permits may be
directed to the Unit's Dam Safety Program at 566-7245. Questions on other
permit requirements may be directed to the Uni t' s Wetlands Management Section
at 566-7280. µ
i •Stier_ _ '
4'
r 1
L e:ri��l 3or
VDS AGENCY)
Phone: 'r :OMMISSIOK
165 Capitoi Avenue Hartford. Connecticut 06106
An Equai Opporrunrry Er•tpiover
- 2 -
If the State does not require a dam construction permit pursuant to
Connecticut General Statutes Section 22a-403, a municipal inland wetland
permit may be required. Additionally, if your proposed work will involve
a discharge or placement of dredged or fill material into a wetland or
watercourse, a U.S. Army Corps of Engineers permit may be required; contact
the Corps at (617) 647-8332 or write: Regulatory Branch, 424 Trapelo Road,
Waltham, Massachusetts 02254.
Finally, please complete the enclosed dam registration form at the
initiation of construction and return it to the D.E.P. , Water Resources
Unit. There is no fee required for this registration.
Benja ' A. Warner, Director
Water Resources Unit
Enclosures
cc: Planning & Zoning Comm.
Inland Wetland Agency
RONCAW
OTHER ABUTTERS ON BACK SIDE OF THIS SHEET
K;
CERTIFIED MAIL # P 591 401 771
March 8, 1988
VERNON AUTO SUPPLY
327 Talcottville Road
Vernon, Connecticut 06066
RE: RONCALLI AT SOUTH WINDSOR
EAST SIDE OF AVERY STREET; SOUTH WINDSOR, CONNECTICUT
Dear Sirs:
In accordance with the regulations of the Inland Wetlands Agency,
Conservation Commission, we hereby give you this notice of an
application filed this date by the Royal Windsor Development
Corporation for the development of a Senior Residential Care
Facility on the above mentioned property and which abutts your
property.
The application and plans are on file at the South Windsor Town
Hall , 1540 Sullivan Avenue. If you desire further information,
please contact the Planning Department, 644-2511 .
Respectfully,
0;?/ 44. -f)a '!�AW
Rev. Edward C. Doherty
For
Royal Windsor Development Corporation
ECD/slh
ROYAL WINDSOR DEVELOPMENT CORPORATION
421 MAIN STREET.P.O.BOX 122,CROM\XILL CT 06416 (203)635-581 1
RONCALLI HEALTH CARE MANAGEMENT
Randy M. & Pamela J. Olson Gilbert T. & Marie J. Oliviera
904 Avery S+reet 83 Murray Rd
South Windsor South Windsor
Regina M. Blozie, et al William N. & Ruth M. Olsen
860 Avery Street 15 Ahern Dr
South Windsor South Windsor
Gladys L. Blozie - Richard C. & Marilee Popolizio
882 Avery Street ; 23 Ahern Dr
South Windsor South Windsor
John R & Rhonda D. Wilson Lewis R. & Marilyn R. Epstein
926 Avery Street 29 Ahern Dr
South Windsor South Windsor
Stephen J. & Lorraine A. Breslin Ronald R. & Sheryl A. Hearn
11 Murray Road 35 Ahern Drive
South Windsor South Windsor
Richard C. & Helen G. Stroiney
97 Overbrook Dr
Vernon
John C & Sally J Lyon
93 Overbrook Drive
Vernon
Faith R. Lyman
P 0 Box 3142
Vernon
Hamid Rhschid and Baldyga Standley
113 Regan Rd
Vernon
Janet L. Enes
25 Murray Rd
South Windsor
Peter T. & Peggy T. Grossi
37 Murray Rd
South Windsor
Paul J & Cheryl J Mader
47 Murray Rd
South Windsor
Mary R. Hurd
57 Murray Rd
South Windsor
Edward W. & Eileen A Jordan
65 Murray Rd
South Windsor
LaMonte & Mollina Stewart
75 Murray Rd
South Windsor
<�
el
W94
w� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
f'►'osoIt-co c'� AREA CODE 203/644-2511
March 24, 1988
Mr. John M. Moran, Jr. , Chairman
South Windsor Inland Wetlands Agency/Conservation Commission
1540 Sullivan Avenue
South Windsor, CT 06074
RE: RONCALLI APPLICATION REVIEW
Dear Mr. Moran:
This proposal for the development of 56 acres appears to cover
all of the items required; the wetlands were field located, the
impact on the wetlands from construction appear to be adjacent to
the roadway at the westerly end and from the storm and sanitary
installation in the east, and the construction sequence seems
logical.
I have a few concerns, other than the magnitude of the proposal,
such as:
1. There are provisions within the Towns regulations which a
proposal like this one, can be forwarded to SCS for their
review. Considering there is about 100 feet difference in
elevation from Avery Street to the Vernon Town Line, about
20 acres of the surface could be relocated at one time and
the proximity of the detention basin to the Town Line, it
would seem appropriate to have their input.
2 . Based on the information on Sheet 12, the preservation of
topsoil will be very limited. Perhaps not enough to finish
the site.
The location of the stockpile below the detention area
should be relocated above the basin.
4 . The watercourse that goes under the entrance road should be
traced through the site to the outlet at the Town line.
5. Show sectioning of the site. There shouldn't be 20 acres
exposed at one time. This would establish the bonding.
Mr. John J. Moran, Jr. , Chairman
South Windsor Inland Wetlands Agency/Conservation Commission
RE: Roncalli Application Review
Page 2.
6 . Siltation basins should be appropriately placed to be
functionable, visable and located for ease of cleaning.
7 . Any effect downstream through the existing subdivision
should be addressed.
With this addit onal informs ion and modifications, the review
could be completed.
Very truly yours, �� -�-- C,C
fo
A. Bowen Davies
Deputy Town Engineer
ABD/jsv
cc: Roncali
Design Professionals
Michael J. Gantick, Director of Public Works
Marcia A. Banach, Director of Planning
IWA/CC
o
014C S-0� ?d&&Aat
1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074
�tiosOe.co�� AREA CODE 203/644-2511
REGISTERED MAIL
March 30, 1988
Town Clerk
Town of Vernon
Town Hall
14 Park Place
Vernon, CT 06066
re: P. A. 87-307
Dear Sir/Madam:
In accordance with the captioned 1987 legislation concerning
notification to municipalities regarding Inland Wetlands/
Conservation Commission applications that could affect the
abutting town, we hereby notify you of the application of Royal
Windsor Development Corporation for a Special Exception to
Article 4 . 1 . 8 (f) of the Zoning Regulations for property on the
east side of Avery Street south of Dart Hill Road.
This application will be heard by the Inland
Wetlands/Conservation Commission on April 18, 1988. Interested
persons are invited to attend and make comments.
If you have any questions, please feel free to contact the
Planning Department at 644-2511.
Thank you.
Very truly Yours,
Marcia Banach
Director of Planning
ILSDBUTM&Td� EnwoTonmen 09 O��o
127 Hosley Ave., Branford, CT 06405
203-488-9407
RONCALLI AT SOUTH WINDSOR
Senior Residential Care Facility
Avery Street
South Windsor, Connecticut
DE,Dk-; Virginia E. Burkhardt
APR 15
196b April 1 SSS
South Windsor
INLAND WETLANDS AGENCY/
CONSERVATION COMMISSION
INTRODUCTION
A senior residential care facility is being proposed on abandoned
farmland, as shown on the set of plans titled "Roncalli At South
Windsor - Residential Care Facility" by Design Professionals, Inc. and
The Mead Group. The facility is located between the two large
wetland-watercourse corridors, which occupy the eastern and western
portions of the parcel. Activities in and across wetlands and
watercourses are proposed in the location of existing crossings and at
the edge of wetlands, thus minimizing the impacts to the wetlands.
EXISTING CONDITIONS
The 56+ acre parcel is bounded by Avery Street with its single family
residences to the west, farmland to the north and east, and a
combination of farmland and single family residences to the south. The
abandoned farmland contains both open fields and woods of slight to
moderate slopes. Stone walls are present throughout the property as
are numerous trails, which were previously used for farming activities,
but are now used for access to party sites. There are four wetland
corridors on the property.
The western wetland-watercourse corridor is a combination of a wooded
red maple wetland and an intermittent shrub marsh dominated by
buttonbush (Cephalanthus occidentalis) . The marsh has standing water
during high flow periods, but is dry during the summer months. It is
used by waterfowl and numerous songbirds when flooded. Deer and
raccoons use its central channel as a trail during dry periods.
(Please note that the previous statements are to show the change of
usage of the marsh throughout the year, and are not to indicate that
there are no other species present, and/or that there is no overlap of
usage. )
The marsh is bordered to the east and west by wooded wetlands dominated
by red maples, and to the north and south by existing farm roads.
Vegetation in the corridor includes red maple (Ater rubrum) , alder
(Alnus spp. ) , gray birch (Betula populifolia) , buttonbush (Cephalanthus
occidentalis) , silky dogwood (Cornus amomum) , rush (Juncus spp. ) ,
honeysuckle (Lonicera spp. ) , sensitive fern (Onoclea sensibilis) ,
cinnamon Fern (Osmunda cinnamomea) , smartweed (Polygonum spp. ) , swamp
azalea (Rhododendron viscosum) , and skunk cabbage (Symplocarpus
Foetidus) (not all inclusive) . Flow from the corridor is northward
across the farm road to the cattail marsh on the adjacent property.
The eastern wetland corridor is a red maple swamp with a defined
intermittent watercourse channel running the length of the corridor.
Abandoned and active farmland surround the corridor. The slight wooded
slopes are vegetated with red maple (Acer rubrum) , silver maple (Acer
saccharinum) , blue beech (Carpinus caroliniana) , sweet pepperbush
(Clethra alnifolia) , white ash (Fraxinus americana) , jewelweed
(Impatiens capensis) , spicebush (Lindera benzoin) , clubmoss (Lycopodium
spp.) , cinnamon fern (09munda cinnamomea) , red oak (Quercus rubre,
sassafras (Sassafras albidum) , skunk cabbage (Symplocarpus foetidus) ,
and elm (Ulmus spp.) (not all inclusive) . Red maples dominate the
z
overstory vegetation, and spicebush is the dominant shrub species.
Flow in this corridor is southward.
Both of these corridors are currently providing the typical wetland
Functions of wildlife habitat, pollution-filtration, and flood storage
to the Hockanum River Watershed.
The two remaining wetlands are small pockets located in the
southeastern portion of the property at the eastern and western edges.
Topographic maps of the site contain contours indicating there might be
an intermittent watercourse connecting the two. The contours are
correct, but field inspection revealed that there is no surface
connection between the two pockets, even during, high flow periods.
The western wooded pocket contains standing water during high flow
periods at its eastern end, and in the portion of the ditch west of the
stone wall on the adjacent property. The remainder of the corridor has
no standing water. The vegetation includes red maple (Acer rubrum) ,
japanese barberry (Berberis thunbergii) , cinnamon fern (Osmunda
cinnamomea) , choke cherry (Prunus virginiana) , and white oak (Quercus
alba) (not all inclusive) .
The wooded eastern pocket is an intermittent drainage swale near the
large red maple swamp. It is vegetated with red maple (Acer rubrum) ,
silver maple (Acer saccharinum) , spicebush (Lindera benzoin) , and skunk
cabbage (Symplocarpus foetidus) (not all inclusive).
Both of the pockets have some wildlife habitat value due more to the
fact that they are part of a larger undeveloped area than to the fact
that they are wetlands. Their small sizes limit their flood storage
and pollution-Filtration Functions.
SITE PLAN EVALUATION
The proposed senior residential care facility contains five buildings
with a road network and detention basin. Construction of the road
system requires one wetland crossing, as does the sanitary sewer
connection from Overbrook Drive. A very small portion of the proposed
detention basin is located in the western edge of the red maple swamp.
Discharge from the development will be to the western marsh and to the
eastern swamp. The majority of the discharge will be directed to the
eastern swamp through the detention basin.
The proposed road crossing is along the northern property boundary in
the location of the existing farm road, which crosses the western
wetland. Fill approximately 5-6 feet in depth will be required for the
crossing. Flow to the adjacent cattail marsh will continue in the same
channel through the proposed 41x10' box culvert. The box culvert will
maintain the channel's value as a path for wildlife. Two 18" RCP's
(reinforced concrete pipes) , one approximately 165' to the east of the
box culvert and another to the northwest of Donegal, will discharge
development runoff to the wooded wetland east of the marsh.
3
The proposed sanitary sewer from Overbrook Drive will cross the eastern
pocket wetland at its eastern edge, as will the access road which is to
be used for its construction and that of the detention basin. The
primary impacts to the wetland will be during installation of the
sewer. Excavated material from the wetland may be stockpiled during
construction and used in restabilizing the site once installation is
complete.
Construction of the detention basin is scheduled in the early stages of
site development. The basin is located immediately adjacent to the red
maple swamp, thus minimizing construction activities in the wetland
while providing a logical hydrologic plan for handling increased runoff
due to development. Discharge from the basin-is through a 48" RCP to a
swale emptying into the swamp. Loam and seed are to be spread on the
disturbed slopes once basin construction is complete. The wildlife
habitat value of the disturbed area could be improved if a wildflower
mix was incorporated with the seed, and existing shrubs were
"stockpiled" during topsoil removal and used in restabilizing the work
corridor around the basin.
SUMMARY
The proposed senior residential care facility, although a large
project, has few wetland-watercourse involvements. Access to the site
is provided in the location of an existing farm road, detention is
being provided without major construction in the viable swamp, and
discharges are to the large wetlands which currently have the capacity
For significant flood storage. Wetland impacts can be further
minimized by strict adherence to the erosion-sedimentation control
plan, incorporation of energy dissipators at the outlets of discharge
pipes before flow enters the wetland (western marsh) and the swale
leading to the wetland (eastern swamp) , by incorporating naturalistic
plantings around those activities adjacent to wetland corridors (the
road west of Donegal and the detention basin) to maintain as much
wildlife habitat as possible, and by conducting activities in and
adjacent to wetlands (the road crossing, the detention basin, and the
sanitary sewer) during low flow periods. Strict adherence to the plans
as presented and incorporation of the above suggested measures will
result in a development that will have no significant adverse
environmental impacts to the wetlands and watercourses located on the
parcel.
Respectfully submitted,
r^
7irginia E. Burkhardt
President
■
esigg
rofessionals, inc,
LETTER OF TRANSMITTAL
■ civil engineers • planners • surveyors
10: Ms . Michele Lipe DATE: 4/15/88
_. ssstait Planner. / Analyst
1540..Sullivan Ave. _
_io.�_th_Windsor,_T. 06074
REGARDING: _RQjQL_J_jj_._3__aQuth windS_QX__ PROJ. NU. . 8�-12�,._,..
Aupry StrPPt _
.cLlth Win-d-cmr., Cpnnp(,t j cut
WE ARE SENDING YOU:
for your use at your request
for approval ,�„_,' for your files
for review and comment . .- for the, IWA/CC
THE FOLLOWING: Environmental report of Virginia Burkhardt for
distribution to the Inland Wetlands Agency/Conserva'tion Commission.
Thank you.
cc :Paul Lawre ,e
Esq.
Design Pro ssionals_ , Inc04
D \
By r
APR 1 �
Peter R. 'De_Ma 1110.
South Windsor Principal
INLAND WETLANDS AGOCYI
CONSERKAT60K COWAiSS100
491 buckiand road, south windsor, ct 06074 (203) 644-4795
April 19, 1988
Denise Conklin
Hartford County Soil and Water Conservation District
1101 Kennedy Road
Windsor, CT 06095
Dear Denise:
Re: Application #88015W - Roncalli Institute Adult Care Living
Facility
At the April 18, 1988 meeting of the South Windsor Inland
Wetlands Agency/Conservation Commission, a request was made to
forward the above noted plans to your office for your review and
input. The commission would like input with regards to the
affect this project will have on the wetlands; the affect on the
flora and fauna on this parcel; the impact this developemnt would
have on the abutting property owners (particulary downstream) , if
any, and the Hockanum Watershed; and any other pertinent
information you may find.
If you should have any questions, please don't hesitate to
contact Mr. Bo Davies, Deputy Town Engineer, at 644-2511 Ext.
240.
Very Truly Yours,
John Moran, Jr. Chairman
ml
CASEY, HALPERN, [TRACE & ❑OMBROWSKI, P.C.
ATTORNEYS AT LAW
479 BUCKLANO ROAD
SOUTH WINOSOR,CONNECTICUT 06074
[2031 B44-152B
JOHN M.CASEY 1 B5 S 1 LAS OEANE H I GHWAY
KENNETH S.HALPERN WETHERSFIELO,CT 06109
WILLIAM E.GRACE
[203)563-2634
JOHN W.OOMBROWSKI,JR.
WILLIAM K.WASSERMAN
APRIL C.TEVERIS
April 22, 1988
Inland Wetlands Agency/Conservation Commission
Town of South Windsor
1540 Sullivan Avenue
South Windsor, CT 06074
RE: RONCALLI AT SOUTH WINDSOR
APPLICANT: ROYAL WINDSOR DEVELOPMENT CORP.
OWNER: RONCALLI INSTITUTE, INC.
The Owner/Applicants hereby grant permission to the Inland Wetlands
Agency/Conservation Commission to refer the application for a Senior
Residential Care Facility located on Avery Street to the Soil Conservation
Service.
The Owner/Applicants will allow the representatives of the Soil
Conservation Service to enter the property for the purpose of making their
report.
ROYAL WINDSOR DEVELOPMENT CORP.
RONCALLI INSTITUTE, INC.
4*"W r
a 44ft,
By William E. Grace
Their Attorney
WEG/attI Val
Pit
,r
� r� (� ;
ArL,fZ �a 1J88
Scum vj:rr
INLAND WETLANDS ArVNCyj,,
CONSERVATION COiVImussm
f�P� United States soil
° Department of Conservation 1101 Kennedy Road, Room 105B
Agricultur Service Windsor, Cr 06095
Phone: 688-7725
May 11, 1988 DT1911y
TO: Denise Conkling, District Manager
Hartford County Soil and Water Conservation District MAY j 3 1988
F": J. Eric Scherer, District Conservationist South Windsor
USDA--Soil Conservation Service INLAND WETLANDS AGENCY/
CONSERVATION COMMISSION
FOR: John Moran, Jr., Chairman
South Windsor Inland Wetland Agency/Conservation Commission
RE: SITE PLAN REVIEW FOR APPLICATION #88015W - "ROICALLI INSTITUTE ADULT
CARE LIVING FACILITY" - AVERY STREET - SOUTH WINMR, Cr
On May 11, 1988 a site plan review of the above proposal was made. Plans
reviewed included: Sheet 1; Sheet 2, 9, and 10, revised 4-22-88; Sheet 3
(dated 3-31-87) ; Sheet 4 (dated 3-2-88); Sheets 5 and 7 (dated 3-8-88; Sheet
6 (dated 3-7-88) ; Sheet 8 and 13 revised 3-22-88; Sheet 11 (dated 2-26-88 and
revised 4-25-88) ; Sheet 12 (dated 2-23-88); Sheet 14 (dated 2-25-88); Sheet
15 (dated 2-24-88); Sheet 16 (dated 2-26-88); Sheet 28 (dated 3-88) . Also
reviewed was the report "Roncalli at South Windsor - Senior Residential Care
Facility - Avery Street - South Windsor, CT", dated April 1988, Burkhardt
Environmental, Inc.
The following comments are offered for consideration relative to the "affect
this project will have on the wetlands; the affect on the flora and fauna on
this parcel; the impact this development would have on the abutting property
owners (particularly downstream) , if any, and the Hockanum Watershed; any
other pertinent information you may find."
92 •t L COMKERTS:
- Overall layout and site design features of this project indicates that
the planning process was sensitive to the natural ecological features
of the parcel. While it is impossible to remove or mitigate completely
all negative impacts to a site as a result of a land use change,
reasonable attempts should be made to do so.
- It is commendable that the site uses existing crossings and natural
physical features in its design and layout.
- The natural diversity of this site, which includes wetlands, open
fields and upland woodland areas, tends to increase it's overall
wildlife value. The introduction of human activity of any degree will
affect the present wildlife values of the parcel. It is reccmmended
that the applicant be required to contact the CT Natural Diversity Base
at DEP - Natural Resource Center in Hartford for any listing of federal
or state endangered species in this area.
0 Th Soil Cons rvation S rvic
is an agency of th
Department of Agriculture
SITE PLAN REVIEW FOR APPLICATION #88015W - "FOCALLI INSTITUTE ADULT
CARE LIVING FACILITY" - AVERY STREET - SOUTH WINDSOR, CT
PAGE 2 MAY 11, 1988
- Maintaining "buffer" strips between wetland areas and more intensively
used areas is one technique used by wildlife specialists. Where
possible, buffer strip widths of 100' are recommended. These buffers
would help to maintain an ecotonel (edge) effect for wildlife using the
wetland area. Due to the intensive use of the non wetland area by the
proposal, it is anticipated that all natural vegetation will be removed
and replaced with ornamental plantings and lawns. Use of the proposed
area by wildlife will be limited to small upland game (squirrels and
possibly some raccoon and oppossum) and songbirds. Landscape plans
could include plantings to encourage a higher usage of the area (i.e.,
group plantings with shelter/nesting and berry producing qualities) .
Depressional areas (basins and drainage swales) could be planted to
wetland plant species.
- The upland soils on this parcel are typically deep, well drained fine
sandy loam. It would be expected that subsurface water that moves
through these soils from rainfall infiltration helps to recharge
adjacent wetlands. Typically, land uses with large amounts of
impervious areas (roofs, roads and parking lots) rainfall has a high
runoff coefficient and low infiltration rates. Lawns are also not as
efficient as woodland in reducing runoff and allowing for
infiltration. Groundwater recharge through drywells for roof runoff
and flat lawn areas will help in infiltration of rainfall. New
advances in stormdrain pipe design has also added groundwater
recharge. These options should be considered when looking at wetland
impacts.
- Although the proposed 41x 10' box culvert will offer a "path for
wildlife. Alternate designs are available including precast bridge
designs. Any design that reduces fill requirements in wetlands and
maintains the natural stream channel and surrounding area is a more
desirable alternative.
- In order to lessen the negative impact to downstream areas from
increased storm runoff, it appears that a stormwater detention basin
has been designed. It appears that most of the proposed sites
stormwater runoff will be directed to the planned drainage system and,
as described on page 2 of Ms. Burkhardt's report "The majority of the
discharge will be directed to the eastern swamp through the detention
basin." But since discharge from the basin will be at the lower end of
the wetland system, it appears that the peak discharge from the site
will occur earlier than presently experienced. In point of fact, a
detailed hydrological study, if not already commissioned, should be
done for this site. The study should include not only the watershed
above the designed outlet of the basin, but also the area below,
including all developed areas, and road culverts. The study should
produce water surface profiles for areas of concern downstream. It is
recommended that the Technical Release 20 computer model program be
employed for this analysis. This data could then be compared to any
hydrological data from FEMA maps to see what effect this development
would have on the peak flows of the Hockanum River.
SITE PLAN REVIEW FOR APPLICATION #88015W - "RONCALLI INSrITUrE ADULT
CARE LIVING FACILITY" - AVERY SIREEr - SOUTH WINDSOR, CT
PAGE 3 MAY 11, 1988
SPDCIFIC 00MMENrS:
- Inland Wetland Limits should be shown on 1" = 200' scale maps and the
professional soil scientist who field located wetlands (as per not on
legend Sheet 11) should be identified and required to sign plan mylars
as to accuracy of surveyed limits.
- The proposed outlet for PCB #13 (Sheet 8) should have outlet protection
and possibly a channel liner.
- Move PCB #11 outlet to east side of walk to increase travel time of
stormwater and restrict outlet opening of basin so that water will
temporarily pond, allowing sediment to settle out.
- Remove sediment barriers from all stream and storm outlet channels and
place over and above outlet. Sediment barriers are not designed to
control sediment in channels
- Change the catch basin protection detail (Sheet 28) to show filter
fabric placement over and under metal grate to form "envelope" and heel
in on curb side.
- Within the construction sequence, it is essential that the detention
basin be required to be completely stabilized with vegetation prior to
outletting of stormwater. If time is of the essence, this can be done
with sod.
- Correct the hay bale detail (Sheet 28) to show 4" depth of placement
into ground.
- Require 6 foot setback of sediment barrier from fill slope on details
(Sheet 28) .
- Do not plan on "stockpiling" of wetland shrubs (Ms Burkhardt's report,
Page 3) as source of wetland plant materials. It would be difficult to
guarantee plants survivability with this method.
- Construction through or near wetland areas should be timed so as not to
interfere with nesting periods.
cc: Marcia Banach, Town Planner
A. Bowen Davies, Deputy Town Engineer
STATEWIDE
WETLAND REGULATION
SYMPOSIUM
Sponsored by: Home Builders Association of Connecticut
Connecticut DEP - Water Resources Unit
May 19, Quality Inn, Cromwell, CT
10:00 A.M. - 3:00 P.M.
TOPICS
I.
RECENT LEGISLATIVE CHANGES TO CT WETLAND STATUTES AND THEI R IMPACT ON THE
REGULATORY PROCESS:
.s - panel will address the recent changes in the law and how they should
This p `
j
affect local regulations: including,
time frames, . notification procedures, exempted uses definition,
interpretation of applicant's rights, . agency responsibilities.
SPEAKERS: Attorney Marshall Berger - Sharp & Berger -
Attorney Dwight Merriam - Robinson & Cole
Michael O'Leary - Avon Town Planner
'• _ THE SEARCH FOR "FEASIBLE AND PRUDENT" ALTERNATIVES:
II. -. -
+ now requires
a finding that no feasible or prudent alternative xistses
The law 4
- when significant activities are reviewed. What do teriis
at
an applicant and his development team and the local
this conclusion prior to permit issuance-? Factors t=.ae addressed include
economics, engineering, and wetlands evaluation crite i
SPEAKERS: Don Ferlow - Environmental Design Associates
Ken Stevens - Soil Scientist
Skip Alford - P.E. , Alford Associates
Michael Aurelia - Conservation Director, Greenwich Inland Wetlands
Agency
� WETLANDS CREATION - MITIGATING CONSTRUCTION IMPACTS:
-•;_. III.
Wetlands creation is a relatively new scientific phenomena used by applicants tc
aid in project approval. This controversial approach to creatingnman made
wetlands is seen as risky, ineffective,
ctionand eandnassessive smentvmethods are best
Find out why and what the proper applea
suited for site plan design and approval. Panelists will discuss case studies
and government policy on this issue.
SPEAKERS: Phillip Barshe - PhD
Michael Klein - Biologist, Environmental Planning Service
Marla Butts - DEP Water Resources Unit
Ned Hurle - DOT Environmental Planning
STATE OF CONNECTICUT
i
=�•�= � DEPARTMENT OF ENVIRONMENTAL PROTECTION
NATURAL RESOURCES CENTER
165 Capitol Avenue, Room 553
Hartford, Connecticut 06106
Biology Program
2 June 1988
Virginia Burkhardt
Burkhardt Environmental , Inc.
127 Hosley Ave . JUN 10 198b
Branford, CT 06405
South Windsor
Dear Ms . Burkhardt, INLAND WETLANDS AGENCY/
coNsF.KyATaq;y CONIMISsioN
I have reviewed Natural Diversity Data Base maps and files
regarding the Roncalli site - Avery Street, South Windsor
delineated on the maps you provided. According to our
information, there are no known extant populations of Federally
Endangered and Threatened Species or Connecticut "Species of
Special Concern" known to occur at the site in question.
Natural Diversity Data Base information includes all
information regarding critical biologic resources available to us
at the time of the request. This information is a compilation of
data collected over the years by the Natural Resources Center's
Geological and Natural History Survey and cooperating units of
DEP, private conservation groups and the scientific community.
This information is not necessarily the result of comprehensive
or site-specific field investigations. Consultation with the
Data Base should not be substituted for on-site surveys required
for environmental assessments . Current research projects and new
contributors continue to identify additional populations of
species and locations of habitats of concern, as well as, enhance
existing data. Such new information is incorporated into the
Data Base as it becomes available.
Please contact me if you have further questions ( 566-3540) .
Thank-you for consulting the Natural Diversity Data Base .
Sincerely,
Nancy M. Murray
Biologist/Data Ma alter
Phone:
165 Capitol %venue • Hartford. Connecticut 06i06
�" f'ilUcl; i7r()�rr[ •S:.'1 �'IIIJ):r:.'f
C;ASEY, I""'IALPERN, GRACE & DOMBROWSKI, P.C.
ATTORNEYS AT LAW
479 BUCKLANO ROAD
SOUTH W I NOSOR,CONNECTI CUT 06074
[203)644-1528
JOHN M.CASEY 165 S I LAS DEANE H I GHWAY
KENNETH S.HALPERN D 17 WETHERSFIELD,CT 061 OS
WILLIAM E.GRACE pr;;;h y
[203)563-2634
JOHN W.DOMBROWSKI,JR.
APRIL C.TEVERIS
JUN 10 1988 go
South Windsor
INLAND WETLANDS AGENCY/
CONSERVATION COMMISSION
June 10, 1988
Town of South Windsor
Inland/Wetlands Commission
1540 Sullivan Avenue
South, Visor, CT 06074
jApplicant: ,,
oncalli at South Windsor
Royal Windsor Development Co.
wner: Roncalli Institute, Inc.
Dear Sirs:
Enclosed please find a copy of the letter from the Department
of Environmental Protection, Natural Resources Center with
regards to the above application.
If you have any questions regarding this matter, please
do not hesitate to contact me.
Very truly yours,
&. 4^00or 0
40W
William E. Grace
WEG:led
Enclosure
■
esigQ
rofessionals, inc.
. LETTER OF TRANSMITTAL
■ civil engineers • planners • surveyors
T 0: Mr. A. Bowen Davies DATE: 6/11/88
Deputy Town Engineer —�
1540 Sullivan Avenue
South Windsor, CT 06074
REGARDING: Roncal.l i at South Windsor_ PROJ. NO. .86
Avery Street
South Windsor, Connecticut
WE ARE SENDING YOU:
X for your use at your request
_ for approval for your files
for review and comment
THE FOLLOWING: _June 2,__1988 report of the Conner-H ill It Depart-mPnt of Fayi z=w.ntal
.raaJi r �..� i4M a Oe.6
PrC?tPctlOR Mij rc3y� ?n�31'-a_ no qt�r-j�r,.--o
federally endangered, nor threatened species at the subject Tito Thi-q
---
report confirms the earlier conclusions of Virginia Burkhar�� a� nrp�Pnted
to the I n l and Wetlands Agency/Conservation Commission. Kindly,r nt-J fv t-hP
IWA/CC of this d nience Thank vn u_
Design Professionalso " Inc - `
By:
Peter R. DeMallie r
Principal
CC: Paul Lawrence, Roncalli Institute
William Grace, Esq.
William Mead, The Mead Group
Jack Rossi, Johnson & Richter
491 buckland road, south windsor, ct 06074 (203) 644-4795
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s 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
oR•c AREA CODE 203/644-2511
June 29, 1988
Royal Windsor Development Corporation
P.O. Box 122
Cromwell Ct.
I
RE: pplication #88-15P- Roncalli Institute, Inc.
Senior Residential Care Facility
Avery Street, South Windsor
Dear
At the June 27 , 1988 meeting, Inland Wetlands Agency/Conservation
Commission approved with modifications Application #88-15P for
the construction of a 560 bed living facility, located on the
west side of Avery Street, north of Pine Knob Drive, RR zone as
shown on plans prepared by The Mead Group, Architects and
Planners, dated 3/88 .
1. Three (3) blueprint copies of the approved map with all
modifications be submitted to the IWA/CC within 65 days
for review prior to any construction activity on the
site.
2 Construction activities shall be subject to the approval
of the Town Engineer.
3 . The application shall indemnify and hold harmless the
Town of South Windsor against any liability which might
result from the proposed operation or use.
4 . We recommend a bond in the amount of $10,000 . to be
submitted to Planning and Zoning Commission to ensure
compliance with the Erosion and Sedimentation Control
Measures .
5 . The permit is valid for one year and shall expire on June
27, 1989 .
6 . All approvals required must be obtained and submitted
prior to any activity on the site.
7 . Copy of the dam permits should be submitted to IWA/CC as
soon as possible.
8. Silt fences are to be installed along both sides of the
road.
9 . The location of the stockpile below the detention area
should be relocated above the basin.
10. The applicant shall follow the sequence of construction
on the site. This will provide appropriate sectioning.
11. Correspondanc�e froul Verrion siL J.0 addrCsa tjic dv�iiriiotr�uj:.
responsibilities and be submitted to IWA/CC.
Very truly yours,
4�4 - -4:
John M. Moran, J . , Chairman
Inland Wetlands Agency/
Conservation Commission
JMMJr. /pmm
Enclosures
cc: A.B. Davies, Deputy Town Engineer
Marcia A. Banach, Director of Planning
John R. Collins, Chief Building Official
Michael Gantick, Director of Public Works
Raymond Hallowell, Chairman, Planning & Zoning
The Mead Group
Roncalli Institute
William E. Grace, Esq.
Design Professionals
H r T-0 0-11e ?d&&40t
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s " 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
R•CO��
AREA CODE 203 644-2511
June 29, 1988
Royal Windsor Development Corporation
P.O. Box 122
Cromwell, CT 06416
Gentlemen:
Section 4 . 13 . 6 of the Zoning Regulations, Conservation Plan (a
copy enclosed) establishes the criteria for such a plan and a
method of monitoring its application. A permit for your proposal
was granted, with a bond as assurance of compliance with its
sedimentation and erosion control measures. To assist in the
review process by the Inland Wetlands Agency/Conservation
Commission, whether for a permit extension or specific inquiry
request, the provisions for verification through progress reports
by the developer's/applicant's Engineer demonstrating that each
Erosion and Sedimentation control measure has been installed and
maintained, in accordance with the approved plan shall be
required.
It is requested that this verification report be submitted at
least two weeks before the regular meeting of the IWA/CC to
permit time for the Commissioners to evaluate your project
controls .
Very truly yours,
A. Bowen Davies
Deputy Town Engineer
ABD/pmm
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1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074
SOR•co�� AREA CODE 203/644-2511
July 15, 1988
Atty. W. E. Grace
479 Buckland Road
South Windsor, CT 06074
re: Appl. #88- 15P, Roncalli Special Exception to
Article 4 . 1 . 8 .f . of Zoning Regulations
Gentlemen:
We are pleased to notify you that the Planning and Zoning
Commission voted on July 12, 1988 to approve the captioned
application for a Special Exception to Article 4 . 1 . 8 . f . of the
Zoning Regulations in accordance with Drawings 1 through 29
prepared by the Mead Group dated March 1988, last revised 4/88,
Project No. 86-126, and with 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.
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 building has a
basement.
6 . A landscape bond in the amount of $100,000 for Phase I 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.
Atty. W. E. Grace -2- July 15, 1988
8 . Revise drainage calculations to include headwater values
during 10-year storm frequency; submit hydraulic
calculations for the 4' x 10' box culvert.
9 . The detention basin outflow must be sized to ensure zero
increase in runoff (i. e. , basin expanded or outlet
modified) .
10 . A-2 certification and PE/LS seals are required on plot
plans and topographic maps .
11 . Dumpster detail is required.
12 . This approval is for the entire project; however, building
permits will be issued for Phase I only. Approval from
this Commission is required prior to release of building
permits for subsequent phases . Requests for release of
building permits for subsequent phases must include a
detailed sequence of construction. Final plans for Phase
I must include a detailed sequence of construction in
Phase I .
13 . Snow fencing for tree preservation is required around the
perimeter road. Areas of particular concern are the north
and south boundary ( 1st and 2nd phases ) and all areas
abutting other property owners .
Signs clearly alerting equipment operators to the purpose
of the snow fencing shall be placed along the fencing.
14 . Show location of relocated stockpile.
15 . The Town requests that the applicant deed that property
which is required to provide the Town with 30 feet of road
right-of-way along the parcel's Avery Street frontage.
16 . A 300, deceleration lane must be designed for the easterly
side of Avery Street south of the project's entrance. If
access / slope rights are required to complete the
deceleration lane, the applicant will so inform the
Commission in writing, and the Commission will attempt to
secure said rights through the Town Council . The
deceleration lane design must be submitted with final
plans . A bond will be established for the completion of
the deceleration lane per the Town Engineer's
recommendation.
r
Atty. W. E. Grace -3- July 15, 1988
Black and white transparent mylars of Sheets #2, 4, 5, 6, and 7
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 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,
P ING AND ZONING COMMISSION
Ra and F. Hallowell, Jr.
Chairman
cc: M. Gantick, Director of Public Works
F. Shaw, Supt. of Pollution Control
J. Collins, Chief Building Official
E. Belleville, Assessor
W. Lanning, Fire Marshal
M. Banach, Planning Director
Registrar of Voters
wommInland Wetlands Agency/Conservation Commission
PZC File
Arch. /Engineer
Applicant
UAI'I LUNZ)I KUI,I lulu rtKIYII I 51 A 1 E 1U #
APPLICATION /)
Department of Environmental Protection
Water Resources Unit
State Office Building Leave Blank
Hartford, CT 06106
Owner's Name RONCALLI INSTITUTE, INC. Date
' 08.1'9.88
Address 421 MAIN STREET; POB 122; CROMWELL, CT Telephone 203/635-5811
06416
1. ) This is an application for: New Construction xx Alteration
(check one) Repair Removal
i
2. ) Location of structure:
a. )_ Town South Windsor c.) Shown on USGS Quadrangle Manchester
b. ) Name of Stream none d.) Impoundment name N/A
Note: Attach map that clearly shows location of structure.
3.) The pond and dam are used for: gtormwater detention •
4.) Pond characteristics:
a.) surface area 27,7nn g_f_ c.) volume at spillway height 2_s ac-ft
b.) drainage area jr,.qA ,. d. ) volume at top of dam
5.) Dam characteristics:
maximum height at centerline 8.0 ft. total length 270 ft.
6. ) Spillway(s) characteristics:
a.) type @-Qd QFQR d.) height above streambed
b. ) capacity 80 cfs e. ) set bedrock, gravel , clay,
�11 (circle one)
c.) length 310 ft. f.) amount of freeboard 2.0 ft.
7.) Type of construction:
a. ) dam Earth fill
b. ) dike Earth fill
c. ) spillway riprap/concrete block
8.) Hydraulic Factors:
a. ) design storm duration 24 hgus e.) volume of runoff 236.000 c.f. (50 year
b. ) return frequency 2,5,10,25.50 yr= f.) peak inflow cfs 52 cfs (50 yr)
c. ) design flood 100 yr. g.) peak outflow cfs 11.4 cfs (50 yr.)
(100 yr., } PMF, PMF, Other
d. ) volume of h.) pond elevation
precipitation 381,000 c.f. (50 yr.) at peak outflow, -' 238:2
�.�.ate: -J•-�I-�.� � __i
1
PLEASE SUBMIT IN TRIPLICATE WITH PLANS
9. ) Use of fill material f• '
a. ) Will fill material be placed in the existing watercourse?
Yes No xxx
b. ) Volume of fill to be placed in the existing watercourse NIA
c. ) Is the fill material :
new
replacement
10. ) Brief description of the proposed action.
Construction of detention basin to service new development. Basin
construction to take place adjacent to, but out of, wetland areas. Basin
will be primarily an excavated 8tructure --The proposed development is a
560 bed senior residential care facility.
Signature of owner Name of 'Erigineer/'
Authorized Agent Design Professioals, Inc.
Address 1170 Ellington Rd.
South Windsor, CT 06074
Telephone (203) 291-8755
For DEP Use
A. This application has been determined complete by the Dam Safety Coordinator
and is forwarded for your review. The permit being sought is the result of
an order having been issued. Yes No
Signature Date
B. Wetlands Section - Comments
Signature, Title Date
C. Fisheries Bureau - Requirements under Section 26-136
I. The installation of a fishway is not required.
II . The existing conditions 'at this site do not warrant the
installation of a fishway at this time.
III . The attached order requiring the construction of a fish-
way should be made a condition of this permit.
IV. The attached order requiring the construction of a fish-
wy should b .enclosed with this permit.
Rpv Fdward C - D�hPrt esident 08, 19.88
Signature, Title _ Date
r
STATE OF CONNECTICUT
' DEPARTMENT OF ENVIRONMENTAL PROTECTION
Dated: September 14 E 1988
RE: Application #DS-88-009
Town of South Windsor
Inland Wetlands
and Water Courses Program
Dear Sirs;
The Department of Environmental Protection is currently reviewing
plans for a dam construction project in your town. Enclosed please
find a copy of the Notice of Application for the proposed work,
together with a copy of the Dam Construction Permit Application form
for information and review.
We have supplied a copy of the Notice of Application to the Town
Clerk for public posting, a carbon of which was also received by your
Chief Elected official.
If your Inland Wetlands Program has any questions regarding the
aforementioned project, feel free to contact Wesley Marsh or myself
at 566-7245.
Very truly yours,
0& P. -U�-
Arthur P. Christian, II
Principal Civil Engineer
Water Resources Unit
APC:SJB: ljk
Enclosures
Phone:
165 Capitol Avenue • Hartford, Connecticut 06106
An Equal Opportunity Employer
1��; '•=-s = DEF'A ! I\,,1
i
NOT'= CE OF APPL2 CAT20N
DAM CONSTRUCTION PERMIT APPLICATION
N0. DS-88-009
The Commissioner of Environmental Protection is considering the
application of Roncalli Institute, Inc. to construct a detention pond for the
proposed subdivision called Roncalli at South Windsor, CT.
The Department will evaluate the proposed work in accordance with
Section 22a-403 of the General Statutes, as amended.
A copy of the application is available for inspection in the
Water Resources Unit, DEP, Room 221 , State Office Building, Hartford,
CT 06106 , and in the Town Clerk' s Of fice in South Windsor.
Comments must be submitted in writing on or before October 14, 1988.
Dated: September 14, 1988 John W. Anderson, Deputy Commissioner
- ..
Approved by: C .
PrIone
165 ap1,Cd A,oil'it- l.}
STATE OF CONNECTICUT
' J
DEPARTMENT OF ENVIRONMENTAL PROTECTION
r
WATER RESOURCES UNIT
CONSTRUCTION PERMIT FOR DAM NOV 7 198b
Section 22a-403 of the General Statutes
November 1, 1988 South Windsor
Rev. Edward C. Doherty, President INLAND WETLANDS AGENCY]
Roncall i Institute, Inc. CONSERVATION COMMISSION
Main Street, P.O. Box 122
Cromwell , CT 06416 TOWN: South Windsor
RIVER: Hockanum River
TRIBUTARY: Unnamed
Your application for a permit to (con struct/zv=x*/ aAxw) a dam on
Roncalli Detention Pond in the Town of South Windsor in accordance with
Inc.
plans prepared byDesign Professionals, dated February 1988 has been reviewed.
A. The construction, in accordance with those plans, is APPROVED under
the conditions which follow.
I. The Commissioner shall be notified as follows:
a) Prior to the start of construction.
b) After construction has been completed and dam is
ready for final inspection.
II . This permit with the plans and specifications must be kept at
the site of the work and made available to the Commissioner at
any time during the construction.
III . If any changes are contemplated or required, the Commissioner
must be notified and supplementary approval obtained.
IV. If the construction authorized by this permit is not started
within six months of the date of this permit and completed
withintwe ve mon s of the date, this permit must be renewed.
B. The Commissioner has made a determination regarding the need for a
fishway in accordance with Section 26-136 of the General Statutes as
follows:
X I. The installation of a fishway is not required.
II . The existing conditions at this site do not warrant the
installation of a fishway at this time. The applicant
should be aware that if conditions on this stream and/or
watershed change such that a fishway is necessary to
protect fisheries resources or the public interest, the
Commissioner may order its construction under the pro-
cedures established in Section 26-136.
III. An order requiring the construction of a fishway is at-
tached and made a condition of this permit.
IV. An order requiring the construction of a fishway is en-
closed with this permit.
Phone:
165 Capitol Avenue • Hartford, Connecticut 06106
An Equal Opportunity Employer
2
C. Additional requirements:
I. Construction shall be under the supervision of an engineer
registered in the State of Connecticut who is familiar with
dam construction. He will certify to the Commissioner in
writing that the project has been completed according to the
plans and specifications submitted to and approved by the
Department of Environmental Protection.
II. Record drawings reflecting the actual constructed components
on site as they differ from the approved plans and specifi-
cations will be submitted to the Commissioner upon the
completion of construction.
III. Construction shall be done in accordance with wetland con-
siderations as noted on the attached sheet entitled "General
Conditions for Dam Repair Permits".
Your attention is directed to Section 22a-403 of the General Statutes of
Connecticut which states in part regarding this Construction Permit: "A
copy of the permit shall be sent to the town clerk" . The enclosed carbon. copy
of this permit is the copy intended for the town clerk and it is your obli-
gation to duly file this copy.
Your attention is further directed to Section 22a-406 of the General
Statutes of Connecticut: "Nothing in this chapter and no order, approval or
advice of the Commissioner, shall relieve any owner or operator of such a
structure from his legal duties, obligations and liabilities resulting from
such ownership or operation. No action for damages sustained through the
partial failure of any structure or its maintenance shall be brought or
maintained against the State, the Commissioner of Environmental Protection,
or his employees or agents, by reason of supervision of such structure
exercised by the Commissioner under this chapter" .
The Commissioner cannot convey or waive any property right in any lands
of the state, nor is this permit to be construed as giving any property rights
in real eastate or material or any exclusive privileges, nor does it authorize
any injury to private property or the invasion of private rights or any
infringement of federal , state or local laws or regulations.
Finally, the owner is reminded of Section 26-138 and 26-139 of the
General Statutes pertaining to the requirement that the Commissioner of the
Department of Environmental Protection be notifi d at least forty-eight hours
prior to the intentional draining of any impou ent.
V d4o�sw
J hn W. Anderson, Deputy Commissioner
Enclosures
GENERAL CONDITIONS FOR DAM REPAIR PERMITS
1. All repairs or construction activities shall be performed
in such a manner as to minimize resuspension of sediments
and subsequent siltation, and to prevent construction
materials and debris from entering wetlands or watercourses.
2. No construction vehicles shall be stored, serviced, washed
or flushed out in a location where leaks, spillage, waste _
materials, cleaners or waters will be introduced or flow
into wetlands or watercourses.
3. Haybales, mulch, sedimentation basins and/or other temporary
sedimentation controls, including silt fences, shall be used
as necessary to control erosion and sedimentation.
4. Except as provided in this permit, no material storage or
stockpiling shall occur in any wetlands or watercourses.
5. Draw down shall be limited in extent and duration to that
necessary to repair the dam.
6. Unless otherwise provided in this permit, draw down shall
occur during the period, July 15 through December 31 , to
avoid disruption to waterfowl breeding and fish spawning.
7. The Department of Environmental Protection shall be notified
at least forty-eight (48) hours prior to draw down, in
accordance with Section 26-138 of the Connecticut General
Statutes. (Notification may be made to the Bureau of
Fisheries, State Office Building, 165 Capitol Avenue, Hartford,
Connecticut 06106 telephone no. 566-2287).
8. No fill , including fill for temporary roadways, construction
debris or other materials, shall be placed in wetlands or
watercourses unless otherwise provided in this permit.
v
STATE OF CONNECTICUT
DEPARTMENT OF ENVIRONMENTAL PROTECTION
------------------------------------------------------------ --- ----
D
N OV I 198d
South Windsor
NOTICE OF ISSUANCE OF DAM CONSTRUCTION PERMIT INLAND WETLANDS AGENCY/
CONSERVATION COMMISSION
The Commissioner of Environmental Protection pursuant to Section 22a-401
through 22a-410 of the General Statutes has issued a construction permit
to Rev. Edward C. Doherty, President
Address -Roncalli Institute, Inc. ,Main St. ,P.O. Box 121, Cromwell , CT
for the construction
of a dam on Roncalli Detention Pond
00 located in the Town of South Windsor.
co
.o
0
L
a
a Dated: November 4, 1988 John W. Anderson
Deputy Commissioner
Phone:
165 Capitol Avenue Hartford, Connecticut 06106
RONCAW
APR 17 1989
South WH-idsor
INLAND WETLANDS AGENCY/
CONSERVATION COMMISSION
April 12, 1989
John M. Moran, Jr.
Chairman
TOWN OF SOUTH WINDSOR
Inlands Wetlands Agency / Conservation Commission
1540 Sullivan Avenue
South Windsor, Connecticut 06074
Re: RONCALLI at SOUTH WINDSOR
Avery Street, South Windsor, CT 06074
Inland / Wetlands Permit Application #88-15P
Dear Mr. Moran:
We are in receipt of your letter dated April 10 , 1989 ,
relative to the above-captioned project. The expiration
date of the current permit is June 27, 1989 . Roncalli
Institute respectfully requests from the Town of South
Windsor an extension to July 31, 1990. This allows us
to work in the INLAND WETLANDS during specially-designated
times.
Enclosed please find check in the amount. of $25.00 for
processing of said extension to July 31, 1990 .
Though construction has not begun on this site, we are
anticipating commencement of Inland Wetlands Crossing within
the duration of above permit extension. Your offices will
be notified accordingly.
If there are further questions, please contact this office.
SinCa rely yours,
m �
Ja es E. Murphy
Director of Operations
cc: Rev. Edward C. Doherty
Chairman of the Board
Ernest M. Cahoon
President
Design Professionals, Inc.
RONCAU I HEALTH CARE MANAGEMENT
421 MAIN STREET, P.O. BOX 122,CROMWELL, CT 06416 (203)635-5811
pow M aE4<
CIO oie SoaM ?dziz�
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1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074
°SOR•coN AREA CODE 203/644-2511
May 10, 1989
Attorney William E. Grace
4 76 Buckland Road
South Windsor, CT 06074
Re: Application #88-15P - Roncalli Institute
Dear Attorney Grace:
At the May 8, 1989 meeting, the South Windsor Inland Wetlands
Agency/Conservation Commission approved a one year extension of
Application #88-15P with all original conditions.
In addition to the original conditions you are also required to
contact John McCahill, Zoning/Wetlands Enforcement Officer (644-
2511, x229) immediately upon approval notification. This is to re-
confirm the contact person for the site and establish a site visit
with that person to verify all erosion and sedimentation control
measures are in place according to the plan.
Application #88-15P becomes effective June 2 7, 1989 and expires on
June 27, 1990.
V ry truly yours,
ohn M. Moran, Jr. , Cha " a
Inland Wetlands Agency/
Conservation Commission
immir. /pmm
cc:John E. McCahill, Zoning/Wetlands Enforcement Officer
Marcia A. Banach, Director of Planning
John R. Collins, Chief Building Official
Raymond Hallowell, Chairman, PZC
Jerry Iazzetta, Town Engineer
Enclosure
w" SC4
Tial"1 0-1
C �
GJ
1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
'SOR•CO�
AREA CODE 203/644-2511
May 16, 1989
Mr. Peter DeMallie
Design Professionals, Inc.
1170 Ellington Road
South Windsor, CT 06074
Dear Mr. DeMallie:
Please accept this letter as confirmation of our discussion on May
19, 1989 regarding Application #88-15P, Roncalli Institute.
The approved plans filed with the South Windsor Planning Department
contain a sequence of construction which states (item #1) ,
"construction to commence between July 1 and November 1 in order to
take advantage of dry season for wetlands crossing" . The
construction sequence is a guideline, the important concept of that
statement is "to take advantage of dry season for wetlands
crossing" . Should the weather conditions provide the possibility of
an earlier start, a date could be arranged through either myself
and/or the Engineering Department. Flexibility to change actual
activities on-site are accomplished through the statement in the
Inland Wetlands Agency/Conservation Commission's approved letter
which states (item #2) , "construction activities shall be subject to
the approval of the Town Engineer" .
The second issue we discussed was the expiration date for the Inland
Wetlands Agency/Conservation Commission's permit. Permits from the
Commission are granted for one year at a time. The regulations do not
allow for any other duration, such as an additional month. The thing
I would like to clarify is that the Inland Wetlands
Agency/Conservation Commission is two-fold. That is, they act as a
Wetlands Commission and a Conservation Commission. There are
provisions in Section XII of the Inland Wetlands, Watercourses, and
Conservation Regulations for the continuance of a permit once the
site construction starts . Should there be no outstanding violations
or unresolved complications with the site the annual renewal of a
permit is a relatively simple routine. There are many sites in Town
which have been active for two or three years under the original
approved plans . Although they may no longer be working in regulated
wetlands, the permit would include conservation issues such as
erosion and sedimentation controls.
If you have further questions regarding this, please feel free to
contact me.
Very truly yours,
John E. McCahill
Zoning/Wetlands
Enforcement Officer
JEM/pmm
cc: Marcia A. Banach, Director of Planning
Jerry Iazzetta, Town Engineer
IWA/CC File
yesign
onals,ofessi inc.
civil engineers • planners • surveyors
■
March 27, 1990
Re: Inland Wetlands Application Renewal
The Dorchester Continuing Care Retirement Community
940 Avery Street
South Windsor, Connecticut
Project No. 86-126
Dear Current Abutter:
In accordance with the regulations of the South Windsor Inland
Wetlands Agency/Conservation Commission, please be advised that we
have filed an application for renewal of a wetlands permit originally
granted on 6/29/88 .
Presently, no construction activity has commenced on the above-
mentioned site. This application is only for an extention of a
permit previously granted.
The application and plans are on file at the South Windsor Town
Hall, 1540 Sullivan Avenue. If you desire further information, please
contact the Planning Department at 644-2511.
Respectfully,
DESIGN PROFESSIONALS, INC.
roe
S 4t H"n R�anner
B card!
Project P
cc: George Hession
Marcia Banach
1170 Ellington Road (Route 30), South Windsor, CT 06074 (203) 291-8755
rN t,t
C r T-a o-PSaa� ?d&U1Aat
V
1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
~�soR•co�'� AREA CODE 203/644-2511
April 25, 1990
George Hession
The Avery Development Corporation
1776 Ellington Road
South Windsor, CT 06074
Dear Mr. Hession:
Re: Application #88-15P - The Dorchester
At th April 23, 1990 meeting, the Inland Wetlands
Ag ncy/Conservation Commission approved with conditions Application
#88-15P - IWA/CC permit for the construction of a Senior Residential
Care Facility located at 940 Avery Street, RR zone as shown on plans
pr pared by Design Professionals, Job. No. 86-126, dated March, 1988,
revised April 22, 1988, (August 9, 1988 and March 26, 1990) .
1. Two blueprint copies 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 sit .
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 one year and shall expire on April
23, 1991.
5. All approvals required must be obtained and submitted prior
to any activity on the site.
6 . A contact person shall be identified directly on the plans.
7. All original approval conditions shall apply to this
approval.
Very truly yours,
0 !�� (;-1 �4a.
,2-m s A. Lombardi, Chairman
Inland Wetlands Ag ncy/Cons rvation Commission
JAL/pmm
cc: Jerry C. Iazz tta, Town Engineer
Marcia A.Banach, Director of Planning
John R. Collins, Chief Building Official
Planning & Zoning Commission
;;` SENIDEp:.Compk+te items s- �' ;�'" _ : • _
-1: and
2 when additional s' red
Put 3 and d• ;:.. .,,:. - ;. s°rvb° �a esired,-and complete Items
Your dress in ', ' ,rr., ..A,� �A._-•,
'RETURN TO Space on the reverse side.Failure to dothls will -
card from being returned ytw The retum repel fee will 'rov e u the name f the e11 Prevent
Ve ivereis
to and the date of dative .Fora na ees o own sary d or ees an c ec x es for addkional service(sl requested. -aeTay.�a e._ one t postmaster
1. O Show to whom delivered,°date,and addressee's address;' '
3• "`t MUM charge) .� 2._� Restricted Delivery
Article Addressed to: " """'`MUM charge)
` 4. Article Number t „�
P007 `587 031
GEORGE HESS ION T e of Service:
13
THE AVERY DEVELOPMENT CORPORATION Registered
= Insured
1776 ELLINGTON ROAD El Express Mail' Q COD ojM chan iipp
erdise �SOUTH WINDSOR CT 06074 Always obtain signature of addressee
or agent and DATE DELIVERED.
B. Signapire,Address _
X 8. Addressee's Address (ONLY If I
requested and fee paid)
6. Signature —Agent a
X a
7. Date of Delivery
PS Form 381�,Mar, 1988 * U-g,G-p•0. 1988-212-865 DOMESTIC RETURN RECEIPT
•SENDE Complete items 1 and 2 when additional services are desired, and complete items 3
4. •{
Putand
ess,in the"RETURN TO"Space on the reverse side. Failure to do thk-twill prevent this
card from begl9 rmturned to you. The_return receipt fee will provide you the name of the person
delivered to and the date of delivery. For additional fees the following services are available.Csnsult
postmaster for fees and check box(es)for additional service(s)requested.
1. O Show to whom delivered,date,and addressee's address. 2. O Restricted Delivery
t(Extra charge)t t(Extra charge)t
3. Article Addressed to: ,�„', 4. Article Number
awn of Vernon ' P-538-026-523
Town Clerk T pe of Service:
TOM Hall Registered ❑ Insured
14 Park Place ❑ Certified ❑ COD
❑ Express Mail
Vernon, CT 06066 Always obtain signature of addressee
or agent and DATE DELIVERED.
t
;,Slgnature—Addressee 8. Addressee's Address(ONL Y if
7 - requested and fee paid)
7`
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6. Signature—Agent !
X
7. Date of Delivery ;
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PS Form 3811, Mar.1987 *U.S.G.P.O.1987-178-268 DOMESTIC RETURN RECEIPT t
1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074
R•C AREA CODE 203/644-2511
June 6, 1990
Mr. Robert Arsenault
Design Professionals, Inc.
1170 Ellington Road
South Windsor, CT 06074
RE: THE DORCHESTER PROJECT
Dear Mr. Arsenault:
The South Windsor Water Pollution Control Authority, at their
regular meeting of June 5, 1990, gave final approval for the
above referenced application in accordance with plans prepared by
Design Professionals, Inc. titled, "The Dorchester, A Senior
Residential Care Facility, " dated 4/30/90 subject to the
following conditions:
1 . Project obtains Town staff technical approval.
2 . That the Town of South Windsor is successful in
producing a written amendment to the existing sewer
agreement between the Towns of South Windsor and
Vernon which is mutually acceptable to both
municipalities which will allow the Dorchester
Project to be sewered by the Town of South Windsor.
3 . If at the time of the application for certificates
of occupancy, sufficient pumping capacity is not
available to accom-nodate the Dorchester Project
sewage flow at the Benedict Drive Pump Station, the
developer agrees to provide the necessary pump
station equipment to increase the capacity of said
station to handle the flow from the Project (up to
50% development) on a short--term basis . If the
Town has not completed the upgrade of the pump
station at the time the project is completed, the
developer agrees to provide the necessary
additional pump station equipment required to
handle the flow from the entire Benedict Drive Pump
Station wasteshed as determined by the Town's
engineering consultant in their report to the Water
Pollution Control Authority. If the station upgrade
improvements are completed by the Town prior to
completion of the Dorchester Project, the developer
will be responsible for his share of the costs to
upgrade -the station.
Mr. Robert Arsenault
Design Professionals, Inc.
June 6, 1990
Page 2.
4 . That this approval letter be affixed to the final
set of mylars and filed with the Town of South
Windsor.
Very truly yours,
(;Z4' 0
J46seph Carino, Chairman
Town of South Windsor
Water Pollution Control Authority
cc: Jean E. Zurbrigen, Town Manager
Jerry Iazzetta, Town Engineer
Louise Evans, Chairman P & Z
Marcia Banach, Director of Planning
John Collins, Chief Building Inspector
John McCahill, Zoning Enforcement Officer v/,/
O ~
L
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1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074
N�SpR.CpN AREA CODE 203/644-2511
June 25, 1990
Mr. George Hession
The Dorchester
1776 Ellington Road
South Windsor, CT 06074
RE: THE DORCHESTER PROJECT
Dear Mr. Hession:
The South Windsor Water Pollution Control Authority, at their
regular meetings of June 5, 1990 and June 19, 1990, gave final
approval for the above referenced application in accordance with
plans prepared by Design Professionals, Inc. titled "The
Dorchester, A Senior Residential Care Facility, " dated 4/30/90
subject to the following conditions:
1 . Project obtains Town staff technical approval.
2 . That the Town of South Windsor is successful in
producing a written amendment to the existing
sewer agreement between the Towns of South
Windsor and Vernon which is mutually acceptable
to both municipalities which will allow the
Dorchester Project to be sewered by the Town of
South Windsor.
3 . If at the time of the application for
certificates of occupancy, sufficient pumping
capacity is not available to accommodate the
Dorchester Project sewage flow at the Benedict
Drive Pump Station, the developer agrees to
provide the necessary pump station equipment to
increase the capacity of said station to handle
the flow from the entire Benedict Drive Pump
Station wasteshed as determined by the Town"s
engineering consultant in their report to the
Water Pollution Control Authority. If the
station upgrade improvements are completed by the
Town prior to completion of the Dorchester
Project, the developer will be responsible for
his share of the costs to upgrade the station.
Mr. George Hession
June 25, 1990
Page 2
In the event that the developer of the Dorchester
Project upgrades, at his expense, the Benedict
Drive Pump Station so as to handle the flow from
the entire wasteshed, the Town of South Windsor
will enter into a Developer's Agreement with said
developer so that he may recover his costs from
other users who subsequently connect to the
Benedict system based upon their proportionate
share (flow rate) of the station improvements .
4 . That this approval letter be affixed to the final
set of mylars and filed with the Town of South
Windsor.
Very truly yours,
Joseph Carino, Chairman
Town of South Windsor
Water Pollution Control Authority
cc: Jean E. Zurbrigen, Town Manager
Jerry Iazzetta, Town Engineer
Louise Evans, Chairman, P & Z
Marcia Banach, Director of Planning
John Collins, Chief Building Inspector
John McCahill, Zoning Enforcement Officer
■
esigQ
ync.ofessionals, i
■ civil engineers • planners • surveyors
■
April l 8, 1991
Betty Warren, Chairperson
Inland Wetlands Agency
1540 Sullivan Avenue
South Windsor , CT 06074
Dear Betty:
Re: The Dorchester- CCRC
Avery Street
South Windsor , Connecticut
Project No. 86-126
Permit No. 88-15P
Please be advised that this office represents Roncalli
Health Care Management in the above-referenced project. It was
brought to our attention today that this application will expire on
April 23, 1991 , unless extended by the In1and Wetlands Agency.
Insofar as no work has commenced at the site due to the soft
economy, Roncalli Health Care Management hereby requests a one year
extension of this permit. The $ 25.00 extension fee is enclosed.
Thank you.
Sincerely,
Design Professionals, Inc .
By
Peter R.-DeMallie
Principal
cc: Dr . Ernest Cahoon/Roncalli
iE44
r 7-0 O-Ps ?V602�
1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
R•Co AREA CODE 203/644-2511
I
April 16, 1991
Peter DeMallie
Design Professionals, Inc.
441 C Governor' s Hi gh wa y
South Windsor, CT 06074
Dear Mr. DeMallie:
Re: Application #88-15P - The Dorchester
At the April 16, 1991 meeting, the South Windsor Inland Wetlands
Agency/Conservation Commission approved a one year extension of
Application #88-15P with all original and standard conditions.
Application #88-15P becomes effective April 21, 1991 and expires
on April 21, 1992.
ery tr ly yours,
y11-s� M. Mann, Recording Secretary
Inland,' etlands Agency/
Conservation Commission
cc: Marcia A. Banach, Director of Planning
Planning & Zoning Commission
Jerry Iazzetta, Town Engineer
Enclosure
A
STATE OF CONNECTICUT 4 Ps,
DEPARTMENT OF ENVIRONMENTAL PRO CTI1 ;�z
47��
°"�,�•�''�` Ls
November 20, 1991
South Windsor
INLAND WETLANDS AGENCY/
CONSERVATION COMMISSIQIy
Re: Application No. : DS-91-048
Town: South Windsor
Inland Wetlands and
Water Courses Program
Gentlemen:
The Department of Environmental Protection is currently reviewing
plans for a dam construction project in your town. Enclosed please
find a copy of the Notice of Application for the proposed work,
together with a copy of the Dam Construction Permit Application form
for information and review.
We have supplied a copy of the Notice of Application to the Town
Clerk for public posting, a copy of which was also received by your
chief elected official.
If your Inland Wetlands Program has any questions regarding the
aforementioned project, feel free to contact the undersigned at
566-7245.
Sincerely,
Wesley D. Marsh
Supervising Environmental Analyst
Bureau of Water Management
Inland Water Resources Division
WDM: ljk
Enclosures
i
Phone:
165 Capitol Avenue • Hartford, Connecticut 06106
An Equal Opportunity Employer
STATE OF CONNECTICUT
DEPARTMENT OF ENVIRONMENTAL PROTECTION
NOTICE OF APPLICATION
DAM CONSTRUCTION PERMIT APPLICATION
NO. DS-91-048
The Commissioner of Environmental Protection is considering the
application of the Roncalli Institute. to construct a stormwater detention
structure in conjunction with the construction of a senior residential
care facility located in South Windsor.
The Department will evaluate the proposed work in accordance with
Section 22a-403 of the General Statutes, as amended.
A copy of the application is available for inspection in the
Inland Water Resources Division, DEP, Room 221, State Office
Building, Hartford, CT 06106, and in the Town Clerk's Office in South Windsor .
Comments must be submitted in writing on or before January 3, 1992 .
Dated: November 20 , 1991 Robert E. Moore, Deputy Commissioner
Approved by:
Phone:
165 Capitol Avenue • Hartford, Connecticut 06106
An Fniml nnnnr►riniry FmnlnvPr
STATE OF CONNECTICUT
DEPARTMENT OF ENVIRONMENTAL PROTECTION
DAM CONSTRUCTION PERMIT APPLICATION
STATE ID # DS- (7/
Applicants should review the application instructions and Sections
22a-401 through 22a-410 of the Connecticut General Statutes prior to
completing this form. The applicant must also review the materials
required list for the proposed construction or repair of a dam or
detention basin. If more space is required, attach facsimile sheets
or additional pages as required to fully represent the proposed
activity.
Roncalli Institute (please type or print)
Address P.O. Box 122 Home Telephone 635-5811
Cromwell CT Business Telephone 635-5811
1 . This is an application for:
New Construction .. Alteration Repair Removal
2 . Location of structure: Attach Location Map
South Windsor Manchester
a. Town d. Shown on USGS Quad.
b. Name of Stream Unnamed e. Impoundment Name Unnamed
c. Is the proposed dam within a public water supply watershed?
Yes XX No If yes , the name of the water supply
utility is
3 . The pond and dam are used for: Stormwater Detention
4 . Pond characteristics:
a. Surface area0 . 64 ac. c. Volume at spillway height 2 , 8 a __ ft
b. Drainage areal6 . 9 ac d. Volume at top of dam 3 . 8 ac. ft
5 . Dam characteristics:
Maximum height at centerline 8 .0 ft Total length 270 ft
6 . Spillway( s) characteristics :
a. Type Culvert & Open Cha@. Amount of freeboard 2 . 0 ft
b. Capacity 80 cfs f . Existing water surface elev.
C. Length 310 ft g. Proposed water surface elev. 238. 2 peak
d. Height above streambed 18 ft
Phone:
165 Capitol Avenue • llartford, Connecticut 06106
An Fnionl
- 2 -
7 . Type of construction:
a. Dam Earth Fill b. Dike Earth Fill c. Spillway ConcfRip-rap
8 . Hydraulic factors:
a. Design storm duration...24 hours d. Peak inflow cfs 52 cfs (50 yr)
b. Return frequency 215,10, 25 ,50 e. Peak outflow cfs 11. 4 cfs
C. Design flood 100 year f. Pond elevation at 238 .2
( 100 yr. , 1/2 PMF, PMF, Other) peak outflow
9 . Use of fill material
a. Will fill material be placed in the existing watercourse?
Yes XX No
b. Volume of fill to be placed in existing watercourse: 0
10 . Rate of flow (cfs) to be passed through dam when refilling: NZ:�_
11 . Brief description of proposed action:
Constructionof detention pond to service new development. The
constructioractivity is to be outside of wetland areas, and is to be
primarily excavation. The planned development is a 474 bed senior
residential care facility.
Signature
of -oar Name of Engineer/Authorized
Iv��CZ< Agent
Design Professionals , Inc.
Date
Address 441c Governor' s Hwy
South Windsor, CT
Date Oct. 9 , 1991
Telephone (203) 291-8755
FOR DEP USE ,
C. Fisheries Bureau - Requirements under Section 26-136
I . The installation of a fishway is not required.
II . The existing conditions at this site do not warrant
the installation of a fishway at this time.
III . The attached order requiring the construction of a
fishway should be made a condition of this permit.
IV. The attached order requiring the construction of a
fishway should be enclosed with this permit.
Signature , Title natA
v WI
214
82.
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SCALE 1 24 000
CONTOUR INTERVAL 10 FEET
CONNECTICUT i NATIONAL GEODETIC VERTICAL DATUM OF 1929
OUADRANGLE LOCATION
■
Fresigo
ofessiona Is, inc.
civil engineers • planners • surveyors
■
January 27, 1992
Elizabeth Warren, Chairman
Inland Wetlands Agency
1540 Sullivan Avenue
South Windsor , CT 06074
r EB 1992
Dear Chairman Warren
South Windsor
INLAND WETLANDS ArpENCY1
Re: Application #88-1 5P, The Dorchester CONSERVATION COMMISSION
Avery Street
South Windsor , Connecticut
Project No. 86-126
Our clients hereby request an extension for the above-referenced
inland wetlands/conservation plan permit. The Dorchester continuing care
retirement community project 's authorized activities have not yet commenced
due to the regional recession. Accordingly, no erosion and sedimentation
control measures have been installed, maintained nor monitored. Moreover , no
facts nor circumstances have changed which would affect the nature of the
proposed activities, disturbances, property, wetlands or- watercourses.
Please advise as to the meeting date and whether or- not our- presence is
required. The $25.00 application fee is enclosed herewith. Thank you.
Sincerely,
Design Professionals, Inc.
�y. rrt
Rob . Ar enaul_,�PE
in pal
cc: Dr. Ernest Cahoon/Roncalli
i
U
1540 SULLIVAN AVENUE SOUTH WINDSOR. CONN. 06074
It-co�'� AREA CODE 203/644-2511 ,
March 12, 1992
Peter DeMallie
Design Professionals, Inc.
4 41 C Governor' s Highway
South Windsor, CT 06074
Dear Mr. DeMallie:
Re: Application #88-15P, The Dorchester
At the March 9, 1992 meeting, the South Windsor Inland Wetlands
Agency/Conservation Commission approved a three year extension of
Application #88-15P with all original and standard conditions.
Application #88-15P expires on April 21, 1995.
Very truly yours,
Eliza eth A. Warren, Chairman
Inland Wetlands Agency/
Conservation Commission
EAW/pmm
cc: Director of Planning
Planning & Zoning Commission
Town Engineer
STATE OF CONNECTICUT
DEPARTMENT OF ENVIRONMENTAL PROTECTION —
rjj wks BUREAU OF WATER MANAGEMENT
INLAND WATER RESOURCES DIVISION
CONSTRUCTION PERMIT FOR DAM RECEIVED
Section 22a-403 of the General Statutes
Date of Issuance: April 20 , 1992 APR 24 1992
Reverend Edward C. Dolierty, President SO. WIND= PLANNING DEPT.
Roncalli Institute, Inc.
P.U. Box 122
Cromwell, CT 06416 APPLICATION NO. : DS-91-048
CT DAM INV. NO. :
TOWN: South Windsor
Your application for a permit to construct/#gm6tsg/r6pX1r a dam on
Roncalli Detention Pond in the Town ofSouth Windsor in
accordance with the plans and specifications submitted with
application DS-91-048 , which were prepared by Design Professionals, Inc.
5/24/90 , 4/30/90 , 5/25/�0
dated 3/88 and entitled Grading Plan, Sheet 12 ; Sedimentation
and Erosion Control Plan, Sheet 26 ; Detention Basin Details Sheet 28 ;
Exhibit C - Roncall W. ndzc�x �ast 4eoeuntlrleviewed.
The dam construction/repair , in accordance with the above
referenced plans and specifications , is APPROVED under the conditions
which follow. However the construction authorized by this permit
must not begin until thirty-five ( 35 ) days have passed from the date
of this permit ' s issuance.
I . Permittee shall notify the Commissioner as follows :
a. No less than 48 hours prior to the commencement of
construction.
b. No more than seven days after construction has been
completed and the dam is ready for final inspection.
II . This permit and the above referenced plans and specifications ,
shall be kept at the site of the work and made available to
the Commissioner at any time during the construction.
III . If any changes are contemplated or required, the Commissioner
shall be notified and supplementary approval obtained.
(Printed on Recycled Paper)
165 Capitol Avenue•Hartford,CT 06106
An Equal Opportunity Employer
- _ 2
IV. If the construction authorized by this permit is not completed
by Sept. 1 . 1993 this permit must be renewed.
V. The Commissioner has made a determination regarding the need
for a fishway in accordance with Section 26-136 of the General
Statutes; and
ao x conditions within the affected watershed/watercourse
do not warrant installation of a fishway at this time.
b. Conditions within the affected watershed/watercourse
are such that installation of a fishway, while
unnecessary at this time, will be necessary in the
future. When such a fishway becomes necessary, at
that time, upon order of the Commissioner in
accordance with Section 22a-136 (c) , the permittee
shall construct said fishway.
C. Conditions within the affected watershed/watercourse
warrant installation of a fishway. Therefore, an
order requiring the installation of such a fishway at
this dam is attached to and incorporated in this
permit as Appendix A.
VI. Additional requirements:
a. The construction authorized by this permit shall be
performed under the supervision of an engineer registered
in the State of Connecticut, who is familiar with dam
construction. He shall certify to the Commissioner in
writing that the construction has been completed according
to the plans and specifications specified above.
b. Record drawings depicting dam repairs or construction as
completed ( should the construction completed differ from
the approved plans and specifications ) , shall be submitted
to the Commissioner within thirty ( 30 ) days of the
completion of construction. These drawings must be
prepared and sealed by the engineer who oversaw the
construction.
c. Construction shall be done in accordance with wetland
considerations as noted on the attached sheet entitled
"General Conditions for Dam Repair Permits" .
d. Special condition( s ) ( if applicable)
3 -
The enclosed copy of this permit is the copy intended for the
town clerk, and it is your responsibility to duly file this copy.
In evaluating this application the department has relied on
information provided by the applicant and, if such information
subsequently proves to be false, deceptive, incomplete and/or
inaccurate, this permit may be modified, suspended or revoked.
Your attention is further directed on Section 22a-406 of the
General Statutes of Connecticut: "Nothing in this chapter and no
order, approval or advice of; the Commissioner, shall relieve any
owner or operator of such a structure from his legal duties ,
obligations and liabilities resulting from such ownership or
operation. No action for damages sustained through the partial
failure of any structure or its maintenance shall be brought or
maintained against the state, the Commissioner of Environmental
Protection, or his employees or agents, by reason of supervision of
such structure exercised by the Commissioner under this chapter" .
The Commissioner cannot convey or waive any property right in any
lands of the state, nor is this permit to be construed as giving any
property rights in real estate or material or any exclusive
privileges, nor does it authorize any injury to private property or
the invasion of private rights or any infringement of federal, state
or local laws or regulations.
Finally, pursuant to Section 22a-377 (b) -l( a) ( 16 ) (C) of the DEP' s
Water Diversion Regulations , you must notify the Commissioner in
writing at least seven days prior to the lowering of the impoundment
for repair or construction. In addition, any water company which may
be affected by such a drawdown must be so notified.
\ l
Date Robert E. Moore, Deputy Commissioner
Enclosure
GENERAL CONDITIONS FOR DAM REPAIR PERMITS
1 . All repairs or construction activities shall be performed in
such a manner as to minimize resuspension of sediments and
subsequent siltation, and to prevent construction materials
and debris from entering wetlands or watercourses.
2 . No construction vehicles shall be stored, serviced, washed or
flushed out in a location where leaks , spillage, waste
materials , cleaners or waters will be introduced or flow into
wetlands or watercourses .
3 . Haybales , mulch, sedimentation basins and/or other temporary
sedimentation controls , including silt fences , shall be used
as necessary to control erosion and sedimentation.
4 . Except as provided in this permit no material storage or
stockpiling shall occur in any wetlands or watercourses .
5 . Draw down shall be limited in extent and duration to that
necessary to repair the dam.
6 . Unless otherwise provided in this permit, draw down shall
occur during the period, July 15 through December 31 , to avoid
disruption to waterfowl breeding and fish spawning.
7 . The Department of Environmental Protection shall be notified
at least forty-eight ( 48 ) hours prior to draw down, in
accordance with Section 26-138 of the Connecticut General
Statutes . (Notification may be made to the Bureau of
Fisheries , State Office Building, 165 Capitol Avenue ,
Hartford, C^ 061061 telephone no. 566-2287 ) .
8 . No fill, including fill for temporary roadways , construction
debris or other materials , shall be placed in wetlands or
watercourses unless otherwise provided in this permit.
STATE OF CONNECTICUT
DEPARTMENT OF ENVIRONMENTAL PROTECTION .
------------------- ---------- ------- ---YPI21yri
MAY " 1992
South Windsor
INLAND WETLANDS AGENCY/
CONSERVATION COMMISSION
NOTICE OF ISSUANCE OF DAM CONSTRUCTION PERMIT
The Commissioner of Environmental Protection pursuant to
Section 22a-401 through 22a-410 of the General Statutes
has issued a construction permit
to Reverend -Edward C. Doherty, President
Roncalli Institute, Inc.
Address P.O. Box 122 , Cromwell, CT
for the construction
of a dam on Roncalli Detention Pond
located in the Town of South Windsor.
U
J
< Dated April 29 , 1992 Robert E. Moore
Deputy Commissioner
Phone:
165 Capitol Avenue Hartford, Connecticut 06106
A n L'nrrn! /lnnnrr..ni . �'r..nlnn.
�owN s��
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y
1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074
4�'osoR,c AREA CODE 203/644-2511
April 6, 1995
Peter DeMallie
Design Professionals, Inc.
165 South Satellite Road
South Windsor, CT 06074
Dear Mr. DeMallie:
Re: Application #88-15P, Roncalli at South Windsor
At the April 5, 1995 meeting, the South Windsor Inland Wetlands
Agency/Conservation Commission approved a three year extension of
application #88-15P with all original and standard conditions.
Application #88-15P expires on April 20, 1998. .
Very truly yours,
INLAND WETLANDS AGENCY/
CONSERVATION COMMISSION
TElizaXth A. Warren, Chairman
EAW/pmm
cc: Planning & Zoning Commission
Town Engineer